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Permit D04-237 - INSURANCE AUTO AUCTION - TENANT IMPROVEMENT
INSURANCE AUTO AUCTION 8801 EAST MARGINAL WAY S D04 -237 Z 2 1" • Z re ILI JU O 0 UU •W= J� w 0 LLQ =• a I- w Z I- 0. WW w 0 • 0 N. ww o wZ U N' .0 z al City a. 'Tukwila DEVELOPMENT PERMIT Parcel No.: 5422600060 Address: 8801 EAST MARGINAL WY S TUKW Suite No: Tenant: Name: INSURANCE AUTO AUCTION - SEATTLE Address: 8801 EAST MARGINAL WY S, TUKWILA WA Owner: Name: KENWORTH MOTOR CORP Address: 8801 E MARGINAL WAY, SEATTLE WA Contact Person: Name: DAVID KEHLE Address: 12720 GATEWAY DR, STE 116, TUKWILA WA Contractor: Name: SGA CORPORATION Address: 1501 N 200 ST, SHORELINE WA Contractor License No: SGACO * *084BS Phone: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -237 09/27/2004 03/26/2005 Phone: 206 433 -8997 Phone: 206 778 -2191 Expiration Date: 01/10/2006 DESCRIPTION OF WORK: REMOVE INTERIOR NONBEARING PARTITIONS, CUT OPENING IN EXISTING CMU WALL FOR NEW DOORS; INSTALL NEW NONBEARING PARTITIONS, NEW FINISHES, NEW SUSPENDED CEILING WITH NEW LIGHTING, MOFIDY RESTROOMS FOR ACCESSIBILITY. Public Works activities include: NEW 2" WM TAPPED OF EXISTING 6" WATER SERVICE (EXISTING 6" WM STAYS, CITY WILL SHUT 6" METER ASSEMBLY & OPERATE BYPASS), 2" RPPA IN A HOT BOX ANDREPLACEMENT /MODIFICATION OF DDCVA AND FIRE VAULT TO MEET CITY OF CURRENT STANDARD DETAIL WS -15. Value of Construction: $150,000.00 Fees Collected: $9,774.88 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: II -N Occupancy per IBC: 0010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 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 doc: IBC - Permit D04 -237 Printed: 09 -27 -2004 Permit Number: Issue Date: Permit Expires On: Department of Continiiitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us Z �Z ~ w D UO C/) 0 CO Lu J = f- Dw w LLQ = �w Z i = .. �_O Z F_ w w U� O- 0 �- wW LL s —0 .. Z w U= O Z Street Use: i Water Main Extension: Water Meter: f i Y 1 { City o. 'Tuk Steven M. Mullet, Mayor Department of Commuit ty Developmoit 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its N Profit: N N Private: Y' * *continued on next page ** Steve Lancaster, Directa- Non - Profit: N Public: 1 l 1 1 l doc: IBC- Permit D04 -237 Printed: 09 -27 -2004 Z Z '~' w V UO W z' J �- CO U W O LL Q: CO Z d �W Z = H 1 - - 0 Z F— W 2 j. U� ;O co . O F— W W' u- p , Z U =. O Z I � w City 0. `Tukwila Steven M. Mullet, Mayor Department of Canntuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOuk- wila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D04 -237 09/27/2004 03/26/2005 Permit Center Authorized Signature: _ ��%t u Date: I I hereby certify that I have read and examined 1 1s 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 gr tin of this permit does t presume to give authority to violate or cancel the provisions of any other state or local laws regul ting nstruction or the 1306Nance of work. I am authorized to sign and obtain this development permit. Sig Print Name: Date: C 1 /:;,) '7 /G V This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D04 -237 Printed: 09 -27 -2004 Z i~ '~ W Q � WV U 0 w W NLL wO �d U� = d �w Z w �5 U� O N 0 H WW H LL O W Z U= ~O f� Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 5422600060 Permit Number: D04-237 w Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED 2 Suite No: Applied Date: 07/01/2004 v Tenant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/27/2004 0 Co 0 to W �_ 1: ** *BUILDING DEPARTMENT CONDITIONS * ** N o W 2. No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. LL Q 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to = w start of any construction. These documents shall be maintained and made available until final inspection approval is Z H granted. — F- O z�_ 4: The special inspections and verifications for concrete construction shall be required. g 5 �p 5: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center o co (206/431- 3670). — w 6: When special inspection is required, either the owner or the registered design professional in responsible charge, ~ to a special inspection agency and notify the Building Official of the appointment first �—` shall em O P Y P P 9 cY fY 9 PP prior to the P building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. v N 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections z ~ shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non- building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: 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. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State doc: Conditions 004 -237 Printed: 09 -27 -2004 r 1 •t �" 'rig iaY.�•d./`.1iC6i'.3i. .k� is :� .,i. <: tu,t F,.n..�.� �. y!; .5.i„9i�r .t.d ah lVa%.Mita k:H"+�'ilPtl .pa= tt' ,k�c',k,'.L' �i �x '{j'" a ';p«Y' •> J •k+nu�..fU+"' _ .�:�.._ ti �{ '~ City o f Tullcwl l a rune Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 of Washington. 14: 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! W � 15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be v obtained at City Hall in the office of the City Clerk. 0 0 U) 16: 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. U) LL WO 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). Q 18: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department co = W of Labor and Industries (206/248- 6630). Z H 19: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, u O any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits UJ UJ presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila v o shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the O N Building Official from requiring the correction of errors in the construction documents and other data. W =U 20: ** *FIRE DEPARTMENT CONDITIONS * ** U _ u. O 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the v N following concerns: F .. O 22: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at z one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: ** *MEANS OF EGRESS * ** - IFC Chapter 10 27: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 28: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. doc: Conditions D04 -237 Printed: 09 -27 -2004 t:. 7: sa;: f.. w'. i• 4:;:, S: S+tii.L.�'iiih'se`:,ylTiitl?_a «t %u, w r, �.% City of Tul�wila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 (IFC 1008.1.8.3 subsection 2.2) Z = �' 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) UJ D 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) v O ND 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress co W - travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress H travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access N u- w O corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) �Q 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with N a the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT' shall have letters having w a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be z_ F less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire t— O Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT' shall be in high w w UJ contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction v N cannot be readily changed. (IFC 1011.5.1) o 33: Manually operated flush bolts or surface bolts are not permitted. (IFC 1008.1.8.4)x., w v 34: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 z iii U co 35: Maintain sprinkler coverage per N.F.P.A. 13. Addition/ relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) Z 36: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 37: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 38: ** *ELECTRICAL * ** - IFC - NFPA 70 - NEC 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: ** *BUILDING CONSTRUCTION * ** - IFC - IBC 41: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No, 803.5 of the International Building Code. 42: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 44: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and doc: Conditions D04 -237 Printed: 09 -27 -2004 •,:p�"��, �`a'':' w` x Ik ��.'- City of Tukwila taus '� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 completion of work at least 24 hours in advance. 45: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 46: 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. 47: The water meter box shall be located within City right -of -way at the property line. 48: All double check valve assemblies shall be approved by the State Department of Health. 49: CONTRACTOR SHALL COORDINATE INSTALLATION OF THE NEW 2" WATER METER AND RPPA WITH MR BRYAN STILL, TUKWILA WATER SUPERINTENDENT AT 206 433 -1860. THE 2" REDUCED PRESSURE PRINCILE ASSEMBLY (RPPA) SHALL BE ANCHORED TO A MINIMUM 4" THICK CONCRETE PAD TO WITHSTAND WIND PRESSURE. 50: APPLICANT SHALL COORDINATE REPLACEMENT OF THE EXISTING FIRE VAULT AND DDCVA WITH TUKWILA FIRE DEPARTMENT AT (206) 433 -1859. 51: DUE TO REPLACEMENT OF THE EXISTING DDCVA AND FIRE VAULT APPLICANT SHALL ARRANGE FOR A FIRE WATCH AND NOTIFY CITY OF TUKWILA FIRE DEPARTMENT AT (206) 433 -1859. 52: CONTRACTOR SHALL FOLLOW ALL THE CONDITIONS OF THE SEPT 2, 2004 LETTER ADDRESSED TO PUBLIC WORKS, WHICH IS ATTACHED AS PART OF THIS PERMIT APPROVAL. PRIOR TO FINAL SIGN -OFF APPLICANT SHALL SUBMIT PLANS TO PUBLIC WORKS AND RECEIVE CITY'S REVIEW AND APPROVAL FOR STORM WATER IMPROVEMENTS NECESSARY TO SATISFY THE CONDITION OF SEPA MDNS. THESE PLANS SHALL EITHER A) PROVIDE PRETREATMENT OF STORMWATER PRIOR TO DISCHARGE TO THE RIVER, B) DEMONSTRATE TO THE SATISFACTION OF THE CITY PUBLIC WORKS DEPARTMENT THAT THE EXISTING STORM WATER SYSTEM HAS ADEQUATE PRETREATMENT PROVISIONS, OR C) REVISE /EXPAND /MODIFY THE EXISTING STORM DRAINAGE TO PROVIDE ADEQUATE PRETREATMENT AND AMONG OTHERS PROVIDE THE CITY WITH A FINANCIAL GUARANTEE IN THE AMOUNT OF 150 % OF THE ESTIMATED COST TO COMPLETE THE STORMWATER IMPROVEMENTS. * *continued on next page ** doc: Conditions D04 -237 Printed: 09 -27 -2004 z }�— Z �w JU UQ Co J = F- N LL w LLa _° �w z� F-- O z 1_ W w U� ON 0 F_ WW w co O F' z City of Tukwila face 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. z oc � U CO CO Uk -iH CO L wO LL CO =w z� I— O z F-- 25 U� O N W H F UO • Z: CO W O Z The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulatigg- comptruction or the performance of work. Sig Date: Z 1 Print Name: doc: Conditions D04 -237 Printed: 09 -27 -2004 � w CITY OF TUKWII f Community Development Department ' Public Works Department ,� Permit Center 190° 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* King Co se sor's Tax CM0 - 0 Site Address: Number Floor: Tenant Name: �� - New Tenant: �.... Yes ❑ ..No Property Owners Name: [W- { 5 Mailing Address: ZWD a��v City State Zip •. r �� 1 Telephone: (,11933Q� City Fax Number: Zip Company Name: 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 ** ARCHITECTO :RECD - i�il: °be:wet�stam ed '�b .A'rchifec�'�.af�Record� Company Name: gow Mailing Address: 2 1 - City State Zip Contact Person (,CL Day Telephone: & A53 26 MI: E -Mail Address: "f Q � dt r &A Fax Number: 4& - ?A(, :5 EN l ns m � E st. b ineer of R ecord ENGINEER OF: _ A►l a _ u e wet by Eng Company Name: Mailing Address: Contact Person: E -Mail Address: State Zip \applications \permit application ()•200)) 3/2003 Page l r .. ���N' ie.: 77�i3 ± *6YM1'rw?RWkriF +4U<+?nai+!*M. rnuw•.� ..•.:+wrwnMwr +mN,.ww+ w.a.x- :mrcY�uta`4•� .+ �Mavoa•.w,.. City Day Telephone: Fax Number: Z = F. '~ W W UO ND J = H U) U_ WO La co D 1 0 �W Z F— F_ O Z U� UJ O� o I_ W �U LO W Z U U) t— _ O Z Will there be new rack storage? _ ]..Yes No If "yes ", see Handout No. for requirements. Provide All Building.Areas in Square, Footage,Below 4 � � PLANNING DIVISION: I Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) f` _ *For an Accessory dwelling, provide the following: Lot Area (sq ft):1 MI, qbD Floor area of principal dwelling:�� 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: Compact: Handicap: ]Jl'C_ Will there be a ch a in use. ....Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: .Sprinklers ..Automatic Fire Alarm ❑..None F 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 I I paper indicating quantities and Material Safety Data Sheets. lapplication4crmil application (3.2003) 3n003 Page 2 d'xa. ; r ✓uKViI.;;;��i..ii.L: ?�ci:.:',: ��: iLu:! J`: ti:: �a�. Ll. cag.': yigt,,..,,- .i,.r.' ':'i�� ..--�'pp����' �:' . ',�iu'�'l4dir:. b., 6 'y �''� �'ff�'�'�� �•. t _t . <4 .�,.......¢! 1 . � �,aF ...A�4`u. �.k1.J K.� � }3�4, �M �4-uµ�: ..���J�, .. .�� iL1•t < :1f �:L'i+� .R Z W JU UO CO F- NLL WO LLQ D F- W Z F— l— O Z F— W W U� ON 0 E- W F- �O Z W co O� Z Valuation of Project (contractor's bid price): $ M yy-- `` Existing b_.,ding Valuation: $. G 1. M nn V ,� I � 04 Scope of Work (please provide detailed information): Oftut- lM10(L ► 6. 6meWa 6Q;g11A�, Ul r .,. dition to pe of :Type of l ' - ~� TtiF y Yntenor :,Existing Cons Occupancy per { ' A Existing Remodel Structure New per.UBC Floors PLANNING DIVISION: I Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) f` _ *For an Accessory dwelling, provide the following: Lot Area (sq ft):1 MI, qbD Floor area of principal dwelling:�� 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: Compact: Handicap: ]Jl'C_ Will there be a ch a in use. ....Yes ..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: .Sprinklers ..Automatic Fire Alarm ❑..None F 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 I I paper indicating quantities and Material Safety Data Sheets. lapplication4crmil application (3.2003) 3n003 Page 2 d'xa. ; r ✓uKViI.;;;��i..ii.L: ?�ci:.:',: ��: iLu:! J`: ti:: �a�. Ll. cag.': yigt,,..,,- .i,.r.' ':'i�� ..--�'pp����' �:' . ',�iu'�'l4dir:. b., 6 'y �''� �'ff�'�'�� �•. t _t . <4 .�,.......¢! 1 . � �,aF ...A�4`u. �.k1.J K.� � }3�4, �M �4-uµ�: ..���J�, .. .�� iL1•t < :1f �:L'i+� .R Z W JU UO CO F- NLL WO LLQ D F- W Z F— l— O Z F— W W U� ON 0 E- W F- �O Z W co O� Z Valuation of Project (contractor's bid price): $ M yy-- `` Existing b_.,ding Valuation: $. G 1. M nn V ,� I � 04 Scope of Work (please provide detailed information): Oftut- lM10(L ► 6. 6meWa 6Q;g11A�, Ul Scope of Work (please provide detailed L-irmation): Apr _AE"4 11 5V577,M(� F/I- P-6 ' HfC 71,4kwj1L 1 :5,77)-AJ n1 . �15 0L2! /o4 Call before you Dig: 1- 800 - 424 -5555 Please refer;to Pulilic.Wtarks Bulle�m #1:`for lees and estimate'sheet. t Water District ❑ ... Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. 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. 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 ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Pronosed Activities (mark boxes that a [:]...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑..:Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line f .Backflow Prevention - Fire Protection Irrigation " Domestic Water V/ )I [.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........ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: City Day Telephone: State Mailing Address: City . State Zip \applications \permit application (3 -2003) 312003 Page 3 Z Z W QQ� JU UO Cl) W = H CO LL WO 9-1 LL co = f.. W Z H H O W ~ W U� O N C3 l.- W -O W Z UN 1— _ O� Z MECHANICAL CONTRACTOR INFORMATION H+P"S Company Name: 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): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... n Commercial: New .... [:] Replacement .... Fuel Type Electric .....n Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit.Type Qty. : :Unit T e• YP QtY:: Unit Type: _.. Qty!- :Boiler /Compressor: .. Qty: Furnace<100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> 100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind T<=EYP ,IIICATIONN TES =A licable_:'to °all " ecm>t app Rh!II. P p ts: in; l .1 lira .y� � .'� } t« '�: 'c^�.�. .. r.,_ �i:i.: ,+;.'i.:;�.Y ..'_'i.�.i�`it'' .ti. f PE . s x ; � G dnzi...:.<' .�r' �:t .. :�,��.� 5'� 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 PE� THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 094&VTMRIZED AGENT: Signature: Print Name: Mailing Address: D. i I� Day Telephone: y►r , - pay t State Zip Date Application Accepted: Date Application Expires: Staff Initials: saw ezr \applications*mit application (3.2001) 342003 Page 4 �u y,w .�c'ru�s ,Ca?TwYs tsg..FS::,� .t "u.wrc �� +tw c fix' ifiv ate«' �rrw Z W t]C � JU 00 to J = CO LL WO LLQ CO) = �W Z F- 0 Z F- W5 U ON OH WW F �O Z W U= O Z i 1 Z C of Tukwila face i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: DAVID E. KEHLE TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 16513 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 ri.... ... - ; doc: Receipt Printed: 01 -10 -2005 z � Z �w JU 00 ND J = H 0w w O. 9-j LLQ = �w z H E- O w t`. W U O co 0 i` w HH — O f1i z U �. O z RECEIPT Parcel No.: 5422600060 Permit Number D04-237 Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 07/01/2004 Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/27/2004 Receipt No.: R05 -00030 Payment Amount: 58.00 Initials: SKS Payment Date: 01/10/2005 03:48 PM User ID: 1165 Balance: $0.00 Payee: DAVID E. KEHLE TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 16513 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 ri.... ... - ; doc: Receipt Printed: 01 -10 -2005 z � Z �w JU 00 ND J = H 0w w O. 9-j LLQ = �w z H E- O w t`. W U O co 0 i` w HH — O f1i z U �. O z + • C ity o f Tukwi l a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: Suite No: Applicant: 5422600060 8801 EAST MARGINAL WY S TUKW INSURANCE AUTO AUCTION - SEATTLE Permit Number Status: Applied Date: Issue Date: D04 -237 ISSUED 07/01/2004 09/27/2004 Receipt No.: R04 -01717 Payment Amount: 116.00 Initials: SKS Payment Date: 12/23/2004 01:31 PM User ID: 1165 Balance: $0.00 Payee: BARGHAUSEN CONSULTING ENGINEERS INC TRANSACTION LIST: Type Method Description Amount Payment Check 52861 116.00 I ACCOUNT ITEM LIST: j Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- i PLAN CHECK - NONRES 000/345.830 116.00 Total: 116.00 doc: Receipt Printed: 12 -23 -2004 z �~ W JU UO w� S2 LL W O. U - = �W z H I— O z 11-- W W U� ON OH W W LO LLI z' L) O z ,. r Cit y of Tukwila r9C8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5422600060 Permit Number: Address: 8801 EAST MARGINAL WY S TUKW Status: Suite No: Applied Date: Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: D04 -237 APPROVED 07/01/2004 Receipt No.: R04 -01309 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: MERRILL CREEK HOLDINGS LLC TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 240 8,748.54 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - BUILDING - NONRES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 1,578.98 PLAN CHECK - WATER METER 000/345.830 20.00 PW BASE APPLICATION FEE 000/322.100 250.00 PW PERMIT /INSPECTION FEE 000/342.400 657.53 PW PLAN REVIEW 000/345.830 657.53 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER CONNECTION 401/379.002 800.00 WATER INSPECTION FEE 401/342.400 30.00 WATER INSTALLATION (DEP) 401/386.520 4,700.00 WATER TURN -ON FEE 401/343.405 50.00 8,748.54 09/27/2004 01:01 PM $0.00 Total: 8,748.54 doc: Receipt Printed: 09 -27 -2004 z �z �w UO ND C0 LLJ J = H �LL wo 9 -1 L? Cf) �w Z H E-- O z F— �5 U� O N O E-- w U LL O W U Cf) F _ O F- z O y� C ity of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5422600060 Address: 8801 EAST MARGINAL WY S TUKW Suite No: Applicant: INSURANCE AUTO AUCTION - SEATTLE Permit Number D04 -237 Status: PENDING Applied Date: 07/01/2004 Issue Date: Receipt No.: R04 -00816 Initials: SKS User ID: 1165 Payment Amount: 1 Payment Date: 07/01/2004 12:08 PM Balance: $1,583.48 Payee: DAVID KEHLE ARCHITECTS TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 16221 1,026.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 1,026.34 Total: 1,026.34 2380 07/02 971.0 TOTAL A27.0 doc: Receipt Printed: 07 -01 -2004 z �z W �0 UO N Wi H �LL WO 7 L ca = H W. z F- F- O z F- U� O N 0 H-. WW H ILL - - z U= O F- z 77 -77 77 '77' Thomas R Keefe, Fire Chief Permit No. L '22q-,23_? , ect ;Name Suite # Address C. r j" Retain currentinsp�ection schedule Needs Retain,. inspection Appr6ved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: :'Authorl�z"'ed FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 City of Tukwila Steven M. Mullet, Mayor Fire Department gnature z X Z W � QQ 2 D 00 (00 CO W W LL W O 2� 9-1 LL CO .F CY F- W z 0 z F_ W W 5 0 CO 0 0 F_ W W X (. 5 F- U= �- 0 z CO p:c 0 z Fireproofing Aggregates Shotcrete C o n c r e t e December 16, 2004 Masonry Asphalt R o o f i n g File: 04 -299 P i l i n g S t e e l Dave Larson S o i l s City of Tukwila Building Department W o o d 6300 Southcenter Blvd. Tukwila, WA 98188 Project: 8801 E. Marginal Way Address: _ al Way Permit No.: D04 -237 RECEIVED DEC 2 0 2004 COMMUNITY DEVELOPMENT A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1. Epoxy grouting 2. *Reinforced concrete To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. * With the exception of the wall resteel noted in the remarks section of report 28033, dated 11- 30 -04. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: SGA Corporation -Tom Smart Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073 Z _z JU 0 N UJ J� L w N �. = d, �w z� �O z �_ w LLI � o` U O �: o � w U .. z w U co) z fiL Client Name: SGA Corporation Project Number: ' 04- Contact: Permit DO 237 ~ � Client Address: 1501 North 200th St. Project Name: 8801 E. Marginal Way Insurance Auto Shoreline, WA 98133 Address: 8801 E. Marginal Way S. Date: 11/30/04 Supplier: Glacier NW Air Temperature: 51 Material Data: Concrete Concrete Temperature: 66 ASTM C 1064 Plant Number: 282 Air Content: 0 ASTM C 143 Mix Number. 3200 Slump: 3 3/4" ASTM C 231 Truck Number: 0645 Time Sampled: 1:30.00 PM Ticket Number: 622959 Added Water: 0 Number of Samples: 3 Admixtures Yards placed: 10/10 Design Strength: 4000 Location: Wall Inspection Performed: Reinforced Concrete Grid Lines /Location: Fire and main vault wails, Building "A ", South pedestrian bridge, footing. North entry ramp footing. Remarks: Resteel was checked prior to concrete placement. Vault walls were #4 at 16" on center (V 'i and H), lap splice - minimum 40 diameters, concrete cover- 3 ". Wall thickness 6" (" nno ,/ �OJ�j fz' JvHA drawing available for vault walls). Bridge and ramp footings resteel was in compliance with Rc' GG/ 64s -j5�C , d?S ng, oncre p ace v a chute and mechanically consolidated. FA Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed Anderson, Kim Samples Tested In Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 48518 1217/04 7 6 X 12 28.26 111 145880 5160 C 1231 Pad Cap Z �W QQ� JU U U �. J = U) LL WO LL j N = W H ? _ F- ZO �5 U� O- oI.- W 111 LLO .. Z W co O F. Z Distribution: Ell Client 'j Contractor Date Mailed: ❑ Engineer Owner Tested By: Mike Blackwell Municipality Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and &A.R. Testing Laboratory, Inc, Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden £0 39Vd AiVN08VJ 9NI1S31 NVV Tb09T889Z0T 813:51T t700 T Field /Material Report Report Number: 28033 =ield /Material Report Report Number: 28033 ' l=1'-'!�.rn'aR?jiwa k.ryw- .... -r .carv+.+: .+m el•�'4 ,- ,�,. .n-!•- �;. r.::,. n,�;r.+ r...- .r^e!t ^. sir; e .r.`.... ....y.o. ttS Testing Laboratory, Inc 1 7126 180th Ave N E'; Park 180, Sutte C101, Redmond, WAl98052 � } P &o " 4 25 8 5 812 Fa 425.881 5441 ` +; ! F ;,�' f . Client Name: SGA Corporation Project Number: 04 -299 Contact: Permit # D04 -237 Client Address: 1501 North 200th St. Project Name: 8 . Marginal Way Insurance Auto Shoreline, WA 98133 Address: 8801 E. Marginal Way S. Date: 11/30/04 Supplier: Glacier NW Air Temperature: 51 Material Data: Concrete Concrete Temperature: 66 ASTM C 1064 Plant Number: 282 Air Content: 0 ASTM C 143 Mix Number: 3200 Slump: 3 3/4" ASTM C 231 Truck Number: 0645 Time Sampled: 1:30:00 PM Ticket Number: 622959 Added Water: 0 Number of Samples: 3 Admixtures Yards placed: 10/10 Design Strength 4000 Location: Wall Inspection Performed: Reinforced Concrete Grid Lines /Location: Fire and main vault walls, Building "A ", South pedestrian bridge, footing, North entry ramp footing. Remarks: Resteel was checked prior to concrete placement. Vault walls were #4 at 16" on center (V and H), lap splice - minimum 40 diameters, concrete cover - 3 ". Wall thickness 6" (no drawing available for vault walls). Bridge and ramp footings resteel was in compliance with drawing. Concrete placed via chute and mechanically consolidated. 7 Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 48518 1217/04 7 6 X 12 28.26 111 145880 5160 C 1231 Pad Cap 48519 12/28/04 28 6X 12 28.26 1/1 206530 7310 C 1231 Pad Cap 48520 12/28/04 28 6X 12 28.26 1/1 202380 7160 C 1231 Pad Cap Distribution: © Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell © Municipality ❑ Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full. without the written consent of A.A.R. Testino Laboratory is strictly forbidden O EtOp N/� y, ; Q Z I� Z �W Q� JU UO U co LU W = H NW WO LL Q = F. W ' Z F— Z� W W U� O� OH WW HF- u. O ui Z U =, O Z � n ' 2001 W State Nonresidential Forme Code ComriP'—e Form June 2001 - Project Info Project Address nvsuRmcs Arro m=op SzApZS Date 7/1/2004 8801 ..a DAllGZta1L MY SOUTH For Building PANNED Ct1Y OF TUKWILA J U L 0 2004 PERMIT CENTER saATraa, "A Applicant Name: David Kehle Architect Applicant Address: 12720 Gateway Drive, suite 116, Seattle, 1welo6 Applicant Phone: (206) 433 -8997 Project Description ❑ New Building ❑ Addition Q Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Q Prescriptive Q Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive 8 LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) Q No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Liahtincr Wattage (Interior) W awittr s Location (floor /room no.) Occupancy Description alts per 4 Wafts/ Fixture o ea Location orrxcs 1.20 12802.2 15362.6 Covered Parking 4' 2TUBS SU"ACs MD rtUORXSC xrr 14.00 66.0 924.0 (standard paint) n:csssaD Cc&0A= YLUOBZSMIT 1.00 25.0 25.0 Covered Parking 0.3 W/ft 2 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wafts 13005.0 " From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Waftsl 15362 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 wafts per fixture. Provosed Li ght ing Wattage (Interi all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. 5. Location Location (floor /room no.) Fixture Description Number of Fixtures Wafts/ Fixture Wafts Proposed Location 2'x4' 3TUBL T8 rLUORLSCEHT 137.00 88.0 12056.0 Covered Parking 4' 2TUBS SU"ACs MD rtUORXSC xrr 14.00 66.0 924.0 (standard paint) n:csssaD Cc&0A= YLUOBZSMIT 1.00 25.0 25.0 Covered Parking 0.3 W/ft 2 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Wafts 13005.0 Maximum Allowed Liahtina Wattage (Exterior) Note: for building exterior, choose itReF acafee_"area e r rn einoo, our not oom/ I alai Hnoweu vvaus W - - Use mtgr listed maximum input wattage. t nxtures with hard - Pronosed Litrhtinlzy Wattat?e (Exterior) the default table in the NREC Technical Reference Manual may also be used. REVIEWED FOR Allowed Watts Area in ft Allowed Watts Location ANCE per ft or per It (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft (standard paint) PP!P �'3V. F0 Covered Parking 0.3 W/ft 2 (reflective paint) Open Parking 0.2 W /ft Outdoor Areas 0,2 W /ft Bldg. (by facade) -- 0.25 W /ft - . ' y Bldg. (by perim) 7.5 W /If Note: for building exterior, choose itReF acafee_"area e r rn einoo, our not oom/ I alai Hnoweu vvaus W - - Use mtgr listed maximum input wattage. t nxtures with hard - Pronosed Litrhtinlzy Wattat?e (Exterior) the default table in the NREC Technical Reference Manual may also be used. �rr..�rr . �.. .. ++o,.,,......- ,rw.w..- .w.,+odtV �..w. .. �rar:Krno-.,,.,,w . �.. ,..., ,..r,�.... rh .. ... ... :. ...� i ".,.r,. y;�' -•r ;�..� r ... ;.,.,4'l,.%.t�> 1r.rcm. wnv� Z '~ IX W UO (00 to UJI W = V) U _ WO LLQ = F _ W z H H O z F_ W 5 U� ON 0 F- LU W U_ F- �' O Z W U= O F - z Number of Wafts/ Watts Location Fixture Description Fixtur I Fixture Proposed �rr..�rr . �.. .. ++o,.,,......- ,rw.w..- .w.,+odtV �..w. .. �rar:Krno-.,,.,,w . �.. ,..., ,..r,�.... rh .. ... ... :. ...� i ".,.r,. y;�' -•r ;�..� r ... ;.,.,4'l,.%.t�> 1r.rcm. wnv� Z '~ IX W UO (00 to UJI W = V) U _ WO LLQ = F _ W z H H O z F_ W 5 U� ON 0 F- LU W U_ F- �' O Z W U= O F - z 2001 State Nonresidential Energy Code State Nonresidential Energy Code Comps - - a Form Prescriptive Spaces (Occupancy: O Warehouses, storage areas or aircraft storage hangers ® Other Qualification Checklist Lighting Fixtures: Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Cleary indicate these spaces on plans. If not qualified, do LPA Calculations. ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -1, T -2, T-4, T -5, T-6, T-E 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 wattsifixture 6. Screw -in co fl uorescent fixtures d o not q TABLE 15 -1 Unit Lighting Power Allowance LPA Use LPA is Use LPA /s welding, carpentry, machine shops 2.3 Police and fire stations 1.5 - Painting, Barber shops, beauty shops 2.0 Atria atriums 1.0 Hotel banquet/conference /exhibition hal 2.0 Assembly spaces", auditoriums, gymnasia w , heaters 1.0 laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments 1.5 Restaurants/bars 1.0 Factories workshops, handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops7 shops 1.5 Warehouses", storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries 1.5 Retall , retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores filet rack shelving) 1.5 Mail concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms day care centers 1.35 Main floor building lobbies (except mall concourses 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, eleva lobbies 0.8 Office buildings, office/administrative areas in facilities of other use types oncluding but not limited to schools hospitals, institutions, museums, banks, churches) k 1.2 - Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percerd per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Wafts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 wafts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lij:L 1'�fssre.ts�� -vt1LS w�3YJ'++ J} MtLYtr'. iYiil :wtAiA��y.44i.�4;3�H�%.�14� r Y j 1.L Z ~ W JU UO W= f- tn LL WO 9� LL Q N _ d �W Z H HO W F_ W U� O N 0 H WW H LL O .• Z W U= F- � Z � r 2001 Wa � - �-ngton State Nonresident Energy Code Com " Form a Project Address VIA BABY Date 7/1/2004 The folkywing information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations T - 2 - A yes 1513.2 Area controls Maximum limit per switch T -2 —A • a • 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans T -1 -A . a. overhead glazing Indicate overhead glazing on plans i. a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location a. (a) timer w/backup Indicate location . a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location • a • 1513.6.1 (a) occup. sensors Schedule with type and locations a. a • 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: ;4i'Li ,•xisv c is 4: W: L`T k u'ky 5' . AO �i «S e �a .«uwn�wr s:' ° vro Yb':io1i' ` a�Lk6` Z �~ W UO U J = U) LL WO 9Ei LL. Q to � = �W Z I.- F- O Z I-- W �5 �p U ON 0 l-- WW H� u" O .• Z W U= O Z 0, . 2001 War'"^iaton State Nonres Code Compliance Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. Code Com•` rice Form 1513.5 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Z ~ W 0: W JU UO rn 0 J= NU_ WO 9_J IL V) = W H Z� I— O Z f- W W U O� o ff W H� — LL. O LLI Z U= H� O Z R 1 2001 Wasl;4vton State Nonresidential 2001 Washington State Nonresidentlal Energy Code Com,r w -nce Form Fiat Project Info Project Address 3msvw►pcz Aim svcrxox S&ATma Date 7/1/2004 e801 LAST Io1BO M MY SOUTH For Building ; - . , - 'U (; t y Pl � stt:ATrra, tio► Applicant Name: David Kehle Architect Applicant Address: 12720 Gateway Drive Applicant Phone: (206) 433-8997 Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Change of Use Compliance Option ❑ Prescriptive ❑ Component Performance ❑ ENVSTD 2.1 ❑ Systems (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Heat Type O Electric resistance Q All other (see over for definitions) Glazing Area Calculation Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior Note: Below grade walls may be included In the (vertical & overhd) divided by Wall Area times 100 equals % Glazing — _ X 100 — Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Concrete/Masonry Option Check here if using this option and if project meets all requirements for the ConcreteAbsonry Q Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying no assembly below. Envelope Requirements (enter values as applicable) Fully heatedlcoo /ed space Minimum /nsulaffon R- values Roofs Over Attic All Other Roofs R -21 Opaque Walls' R -11 Below Grade Wails Floors Over Unconditioned Space Slabs -on -Grade R -10 Radiant Floors Maximum U- factors Opaque Doors 0.600 Vertical Glazing 1.000 Overhead Glazing Maximum SHGC (or SC) l VerticallOverhead Glazing 1.000 Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC 2:9.0 Btuift'= F below (other walls must meet Opaque Wall requirements), Use descriptions and values from Table 20-5b in the Code. Wall Description U- factor (including insulation R -value & position) a AP "r7 Semi- heated space 2 Minimum Insulation R- values Roofs Over Semi - Heated Spaces2 I a -11 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: EXEMPT -NO CHANGE FOR HEATING ENVELOPE DO�P Z*F7 I i' Z Z �W JU UO Cl) J � NW WO LL C0 S FW Z� F-- O Z U� O� 0 F_ WW 2 H� LL O W Z U= O Z • 2001 Wao�q ton State Nonresidential Ener Code Come' ~ Form 2001 Washkoon state Nonresidential Energy Cab Compliance Forts First Edition, June 2001 Decision Fl owchart Use this flwxhart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Spay Heat Type: For the purpose of determining building envelope Electric Resistance: Space heating systems which use electric resistance requirements, t tdlorwing two categories comprise all space heating types: START elements as the primary heating system including baseboard. radiant, and 000. AN otter space heating systims including gas, slid fuel. oil, and raced air units where the total electric resistance heat capacity exceeds 1.0 propane space heating systems and those systems listed in the exception to W of the gross conditioned boor area. Exception: Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable air volume distribution systems. AN owls R -1 insulation? Yes < 40% Gb&w 1 AN MvAW ng installed? Opegue Wal R -11 Below Gird Wall (ext) R -10 Below Grd Well (oth) R -11 Roof Over Attic R30 All Offer Rod R -21 Raised Floor R -19 Slab- on-Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Criteria Met? Glazing Veit OH Area % Wall UVW SHGC 0-15% 0.90 1.45 1.00 1520% 0.75 1.40 1.00 2090% 0.65 1.30 OAS 3040% 0.60 1.30 US a#etia OK? (belo" No < 25% Glazing? Electric Resistance Heat? Yes 1 AN Insulating Installed? Opaque Wall R -11 Masonry Wall (Int) U-0.19 Masonry WaN(other) U-0.25 Below Grd Wall (ex* R -10 Below Grd Wall (oth) R -11 Rod Over Attic R30 All Other Roof R -21 Raised Floor R -19 Slab-On-Grade R -10 Radiant Floor R -10 Opaque Door U-0.60 Glazing Criteria Met? Gluing Vert OH Area % Wai UVal SHGC 0.10% 0.90 1.45 too 10-15% 0.75 1.40 1.00 15.20% 0.65 1.30 0.80 20.25% 0.60 1.30 0.65 I I No Yes Prescriptive Path Allowed Yes No AN wills R -19 Insulation? < 20% Glazing? 1 All Insulating Installed? Metal Framed Wall 110.062 Other Opaque Wall R -19 BelowGrd Wall (aM R -10 Below Grd Wall (oth) R -19 Rod Over Attic R38 All Offer Rod R-30 Rased Floor R30 Slab-On-Grade R -10 Radiant Floor R -10 Opaque Door u a00 Glazing Criteria Met? Glazing Vert OH Opaque Door Area% Wal Wal SHGC 0.20% 0.40 0.80 too 1 Component Performance or Systems Analysis Required Concrete/Masonry Option* Wall Heat Capacity (HC) Assembly Description I Assy.Tag I HC" I Area (so HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area No 'if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. „ For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. �2 w. w+ r y+...+ n y S e. -..'" i ww�.".+.+.-.. m � , aitiM ....w.w A � ' %.'r.Y. iM1:• � R'• � 1 h criteria OI (belo" e 20% Glazing? 1 All Insulating Installed? Metal Framed Wall 11-0.062 Other Opaque Wall R -19 Masonry Wall rrrt) U-0.19 Masonry Wal(ofhen) 110.75 Below Grd Will (mart) R -10 Below Grd Wall (oth) R -19 Roof Over Attic R38 NI Other Rod R30 Raised Floor R30 Stab-On -Grade R•10 Radiant Floor R -10 Opaque Door 11-0.80 Glazing Criteria Met? Glazing Vert OH Area % Wal Wal SHGC 0.20% 0.40 0.80 too Z Z W JU UO (n Cl C0 W J = H W LL WO �a _ d 1" W Z I-- F- O Z I-- W W U� ON o I- WW LL - 0 --Z W U= O Z r•- BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees PROJECT NAME PERMIT # bOy -.237 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE $250(l) 2. Enter total construction cost for each improvement category: General $37.00 Erosion prevention $49.25 Water 2-6 4 g o t. Oy Sewer $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 's Storm water $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. Road /Parking /Access ti A. Total Improvements 3 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 6 52. �5 3 C. 2.0% of amount over $100,000, but less than $200,000 of A. 3 D. 1.5% of amount over $200,000 of A. PLAN REVIEW FEE +C +D) $ �► 6 3 4. TOTAL (B (4) 5. GRADING Plan Review and Permit Fees $ G (5) Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the - grading application fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51-100 $23.50 101-1,000 $37.00 1,001-10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( + + $ QU . ' - 3 3 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 Revised 06.07.04 z ~w a� D UO Cl) 0 C0 LL1 J = �LL w U_Q C0 D = �w z z� w U� o�_ w LL. O .. z w CO) O� z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 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 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. 8. GRADING Permit Review Fee $ 66T6S (6) 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 1s` 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 Revised 06.07.04 .0" z '~ w � D JU UO CO) J = C0 L w U. Cj) = F . w z H O z F-- w U 0 — 0 E- w W "—' O w z P :C. z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 0 TOTAL OTHER PERMITS A. Water Meter- Deduct ($25) B. Flood Control Zone ($50) C. Water Meter- Permanent* �Q co D. Water Meter - Water only* E. Water Meter -Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ `E r 6 (' . 0 (9) 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 Total A through G $_ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 62 G 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 of � UO C/) 0 J � U. WO �Q u) = �w z X E- O w ~ w �o U CO �H =V U _ ui z CO O z From: 2062412169 Page: 6/8 Date: 1/12/2005 6:21:52 AM Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 '.DECEIVED JAN ' 1 '005 'rU KW I i_A PUBLIC WORKS Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVENtENTS Merrill Creek Holdings, LLC Grantor/Borrower. 6 University St, Sui 2820 S eattle, WA 98101 Grantee/Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): 0 0 - g 1/' -b A off! - Z3 7 00 0) 15, 57, Section/Township/Range: 3 A ises.sor's T ax Parce Number(s): Z2, 6 067 0 Property Legal Description (abbreviated): _ 2 & 34EA60WS THE MCNATTS DC 38 UNRECTR 3 TGW POR'TR 2 DAF BEG NE CORSO TR 2 TH W 1574.72 FT TO NW COR TH SELY ALG WLY LN 237.76 FT THE 1053.10 FT TH S•23 -02-00 E46.03 FT TH E 561.38 FT TO ELY LNTH 'NWLY 297.03 FT TO BEG LESS RR R/W Merrill Creek The Grantor, , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Was ington m nicipa corporation, the following described public water /sanitary sewer /storm water utility improvements: 2 water meter/ meter box/ 6 LF 2 Tyne K copper • ENGINEERING COSTS: CONSTRUCTION COSTS: TOTAL: $ 200.00 $ 3,800.00 $ 4,000'.00 DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of �z W UO CO C0 W W = CO LL w U- a U� = �. w Z F- I-- O Z F- w w U� . 0— o ff W W. HF UO .. Z W CO U— H X:. O Z STATE OF WASHINGTON ) ss. COUNTY OF KING ) f� n this day of: l Ll/ , 200 efore me personally appeared " U• ii to me known to be the. of a Washington corporation, that executed the within and foregogg Qq,# �I ent an acknowledged the said instrument to be the free and voluntary act oration for the uses and purposes therein mentioned, and on oath stated tJTt�a�cas�aui ifthto execute and in fact executed said instrument on behalf or the don id anl9 official seal this day of 2002. A �` , rrr �, `pb,, � A p = Type/Print Name GL�i�S�1 r►�,,,,,,.� O _ Notary Public in and for the �tl Apr WA -' State of Washington residin at 4/ /— vUZ �d71 1V4 tt t >> �:�` My Commission expires D AND APPROVED for the G of Tukwila this da y of .s� Ci v CITY OF TUKWILA By: Steven M. Mullet, Mayor DEPARTMENTAL APPROVAL: APPROVED AS TO FORM: RECEIVED FOR FILING: James F. Morrow, City Attorney's Office Jane Cantu, City Clerk Public Works Director DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Page of From: 2062412169 Page: 7/8 Date: 1/12/2005 6:21:52 AM situated in King County, State of Washington. DATED this clay of �J6- kA - � 200`? GRANTOR: Mprri M Neek Holdings, LLC Y: n i Brent T,owPr (print name) -9enier —ViEe Pr-eEs4 Acquisitions (title) zz `~ W fY � UO to ❑ W C0 LL w 9 J w? C0 = W z1-- 1-- W ~ w U❑ O- ❑ F_ W O ui z U= O� z City o, f Tukwila Jim Haggerton, Mayor Department of Public W o rks Jarh F. Morrow, P.E., Director 1908 Z �w January 6, 2009 00 CO W J = Steve Tibble S2 o Insurance Auto Auction w Two Westbrook Corporate Center, Suite 500 U Westchester, IL 60154 a =a Subject: Insurance Auto Auction ~ w z Performance Bond ~ �o Bond No. 103761085 -429 w � Permit No. D04 -237 (PW07 -037) o �. To Whom It May Concern: o wW The City of Tukwila Public Works Department authorizes the release of the �. above - mentioned bond. O w z U N A copy of the bond is enclosed for your convenience. o Z If you have any questions, please feel free to contact me at (206) 433 -7184. Sincerely, V Laurie Werle Permit Technician enclosure (P:Laurie Permit/Bond Release D04 -237 Bond) 6300 Southcer►ter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 DEC 03 '04 03:58PM TUKWILA DCD /PW P•2 . ti ..., U" w,, City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206.431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Z ,.,{ r. 'A':Y.i' f C � r'�(;; Yr. .•. rt• �., •r'hrl,a ., moo. •.0 ^_.•vr,;• , l:• rC wt.. •;v ry 'r u 'n:IN tap •J• .,� ..�e4� ��b :jD'e.� ,� �. �;; �, '�t ��, , � �r � �:` :,>,1,... »• ;: �;.;_,.;, ,�;,,.. Z 1 . ••� Jar rY•if •., x . n•�r .r .! . r r..,. nJ 'V) �4.ap,. r:. l.l. ., r . 7r1' ":'1�...tii AT� ' `k1t•: , l!).�l` 7 •..r i"+yah "� /�.•'d I, , ;r w Name of Development: -J-ki Iun _re �� /� �G_>�KJ Date: / �� 6 /G �( �� 1 F� PX ?11 N 2 / 1it/ z !c �,.� '/� i�v�4 Permit No, "' .0�' �`^ 00 Address: �.- - - 3 Release should be sent to: Name: lrilurrt4 le— Av L /�,, �. k L�, A 1F� E�kl 7' `ti y/c � W Address: Twv iti {��d.uU lC �o� CP�kr S �`Z Svc NLL City/State/Zip U' {f c r��T ,, L a 11` w 0 Description of items to be completed (reference plans /documents where items are described); T ; 1 Jk1t1A " d-, c�/�, ) �►� �t, _llol4e.&4 n wi e.�L /;,- � / t.--� sir ,.�r "? Stow - t A. � = �0 Z �- W W U� As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of 0 $ (150% of value to complete work above) and attach support documentation for -value of work. I — will have this work carried out and call for a final inspection by this date: 6 7 1 la/ O 1` � , or risk having the City use i cwi these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby �- authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete — 0 all work listed above prior to requesting inspection and release of these funds. Z Signed: 0 _ Title: V i &1 Iok .Cz•6 z ~ Signed_ Amount: Department Head: Deposited this Dat C] Cash/Check ❑ Cash Assignment % Bond City Receipt No.: Received By: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative; Date: �7r �� r �;;'i; 1 . ,e tug �.•• j•�.:•, - i .1- �� � ���` m� '�'�- ' t .��" tt� „r e ,ti , C� , �, ('y't C'Yiy >.',1,:•. •�, !�.'S; a �F., - •a;•.,, W.,:'a J.. �ty'•s � tl " �.�1 -„-?^ � 4• F y "(l,;��,�•..:.,':�.�•t� '� 4•�1�`i',.�� %j�..l 1'� _ _ ..,�•. � » � ,'il':i' � 4r.• •.M1. �Ca•,���$ -1.;., �'IC�r, .t `i � �:. �v'' he �'1;'i I have reviewed the above work and found it acceptable and therefore authori; c �Veash e Inspector: /� ,� Date: 1 0 Authorized By: Amount Released: $ ils SOU • release of the above 4 , [] Check - Check No. ❑ Cash Equivalent -- Letter attached RBond — better attached Date Released; OJ A* lo`) Released by; ✓�x.it���- �(/C'i�� :pokey NW PFKWWMVd bwlWgVVlopo'l prVj W wamnU' ►omit fYazpq. m»w.. _ PERFORMANCE BOND Bond No 103761085 - 429 KNOW ALL PERSONS BY THESE PRESENTS, That we, Insurance Auto Auctions, Inc. of 8801 E. Marginal Way S., Tukwila, WA. as Principal and Travelers Casualty Q Surety Company of America as Surety are jointly and severely held and bound unto City z of Tukwila as Obligee, in the sum of One Hundred Seventy Eight Thousand Five Hundred and 00/1 OOs— ($178,500.00), for the payment of which we bind ourselves, our v legal representatives, successors and assigns, firmly by these presents. 0 0 0 WHEREAS, Insurance Auto Auctions, Inc. has applied for a certain permit to the City of co W � H Tukwila and the Principal has agreed to perform construction of storm drainage system(s) T U- w and water quality treatment(s) for Insurance Auto Auctions, Inc., which things he /she agrees to do in accordance with the certain terms, conditions, requirements, plans and specifications as set out in the permit agreement. U- � NOW THEREFORE, the condition of this obligation is such that, if the Principal shall Z faithfully perform the work described above then this obligation shall be void; otherwise 0 to remain in full force and effect. w ~ �5 This bond shall continue in full force and effect until obligations secured hereby have �0 o co been fully performed, inspected and accepted by the Department of Public Works and 0 released in writing by the City of Tukwila at the written request of the Surety or = w U Principal. U- P Signed, sealed and dated this 6 day of December 2004 y N Insurance Auto Auctions, Inc. Z f By: Travelers Casualty and Surety Company of America By: Linh B. Bucholtz, Attorne - - t Do� - � S7 �. �!•:�� , ..� :4: s: .. *;.J... '..�n .Fr�:i.tali.rnti:+v� +tw a iw7!?+ x: Irar« SayriJ: L. tivw�ki541 +'J:.�w+WF,§o'yr✓�:Lr`+ . s . • i: ;.:.: ai,:.m.•..yS - a..Y S..uE.:ar+}:�'y STPAUL TRAVELERS IMPORTANT DISCLOSURE NOTICE OF TERRORISM INSURANCE COVERAGE On November 26, 2002, President Bush signed into law the Terrorism Risk Insurance Act of 2002 (the "Act "). The Act establishes a short -term pro- gram under which the Federal Government will share in the payment of covered losses caused by certain acts of international terrorism. We are providing you with this notice to inform you of the key features of the Act, and to let you know what effect, if any, the Act will have on your premium. Under the Act, insurers are required to provide coverage for certain losses caused by international acts of terrorism as defined in the Act. The Act fur- ther provides that the Federal Government will pay a share of such losses. Specifically, the Federal Government will pay 90% of the amount of cov- ered losses caused by certain acts of terrorism which is in excess of an in- surer's statutorily established deductible for that year. The Act also caps the amount of terrorism - related losses for which the Federal Government or an insurer can be responsible at $100,000,000,000.00, provided that the insurer has met its deductible. Please note that passage of the Act does not result in any change in cov- erage under the attached policy or bond (or the policy or bond being quoted). Please also note that no separate additional premium charge has been made for the terrorism coverage required by the Act. The premium charge that is allocable to such coverage is inseparable from and imbed- ded in your overall premium, and is no more than one percent of your pre- mium. ILT -1018 (9/04) z ~ w � D JU UO UU W_ �LL w 9_j L_ � =w z� 10 z 25 U O - 0 E- W W LL —0 w z U= o� z TRAVELER'�ASUALTY AND SURETY COMPANY OF AP .ICA TRA . —LERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEYS) -IN -FACT KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF Z AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, = H corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, W County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these QQ 2 presents make, constitute and appoint: Theodore C. Sevier, Jr., C. R. Hernandez, Ralph E. Nosal, Katherine J. Foreit, Debra R. U o Keebler, Sandra Nowakowski, Bryan S. Figola, Barbara R. Maltese, Linh B. Bucholtz, of Chicago, Illinois, their true and lawful CO 0 Attomey(s) -in -Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United CO W States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and � other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto CO ti and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the W 0 Companies, and all the acts of said Attorneys) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now U' D in full force and effect: = d 1 _ W VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Z Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and p Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign !-- with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature 1Z W D of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee p and revoke the power given him or her. UO to VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may ~ W delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in U writing and a copy thereof is filed in the office of the Secretary. f VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking Z shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice W to President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant 1 p Z Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by p f' one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Z Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (11-00 Standard) p� ;h'it. s`Pa. .:"��•r�.N•. }.� 't CC.M'� ^m r{ a �.,.. ? � . . f^r f ,: •t' °i. -,:� j�1h �'r, ,} ?KS,`�:;;rPj�tCat : .y e 7 �� 'S� . F ? 7:: e. IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 29th day of September, 2003. STATE OF CONNECTICUT )SS. Hartford COUNTY OF HARTFORD '9J * N,tY AHp,yG GAp&+OUq A�. C1 � R HARTFORD, 1 0 19 2 O ' CONN. ' �`� � `bt • * � +a r d * Ct���� On this 29th day of September, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he /she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that be /she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. Z — _— 550 O-" 0� n M =ia U5 0 oC mm -4 Z 0 —1 S M -+ 10 D r_ 0M X (1) nr C� K rn ;u -4_ • D Z F � CERTIFI CATE TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY By, rr`olb. c t-0� My commission expires June 30, 2006 Notary Public Marie C. Tetreault George W. Thompson Senior Vice President I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 6 day of December ,2004. A LTY A NQ SG �' GASII,�� 4 - a HAATFORD. i e 1! t< 2 O CONN. �f� D By Kori M. Johanson Assistant Secretary, Bond 3 i V t AWS MICRO COM 1 1 i i SYSTEMS LTD. ATTENTION ❑ The next image may be a duplicate of the previous image. sl �s Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. ❑ Other: zz W JU UO (/) 0 N LL WO LL.Q N� = Z� 2� U .O N ,o F-- WW HL) U - O . .. z W U =. O ~. z IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be signed by their Senior Vice President and their corporate seals to be hereto affixed this 29th day of September, 2003. STATE OF CONNECTICUT )SS. Hartford TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY COUNTY OF HARTFORD J * �tY AV0 C,►'su CT �p i HARTFORD, i t7 '1982 O CONK CONN. George W. Thompson Senior Vice President On this 29th day of September, 2003 before me personally came GEORGE W. THOMPSON to me known, who, being by me duly sworn, did depose and say: that he /she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he /she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he /she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. fs� n� My commission expires June 30, 2006 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing Resolutions of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated this 6 day of December ,2004. l M 90 - 'gJr �tY AND �G r pAsu JL ' 7 A HACTF D. 9� 3 , t By I)` ru- Kori M. Johanson Assistant Secretary, Bond i Z ~ W t� UO CO 0 U) F- (D L w LL � = W z }. F- O z F- w w U 07 o F- wW FP LL O .. Z W U= P x O Z .. .STATE OF ILLINOIS COUNTY OF COOK 1 , Debra R. K eebler a Notary Public in and for said County, do hereby certify that Linh B. B ucholtz Attorney -in -Fact, of the; . Travelers Casualty and Surety Company Of Canada Travelers Casualty and Surety Company Of America Travelers Casualty and Surety Company Farmington Casualty Company Head Office, Toronto Ontario Canada A Connecticut Corporation • Connecticut Corporation • Connecticut Corporation who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that they signed, sealed, and delivered said instrument for and on behalf of- Travelers Casualty and Surety Company Of Canada Travelers Casualty and Surety Company Of America Travelers Casualty and Surety Company Farmington Casualty Company for the uses and purposed therein set forth. Head Office, Toronto Ontario Canada A Connecticut Corporation • Connecticut Corporation • Connecticut Corporation Given under my hand and notarial seal at my office in the City of Chicago in said County, this 6 day of December A.D 2004 "OFFICIAL SEAL" o • DEBRA R. KEESLER • Notary Public, State of Illinois My Comm'5t;on Expires 3/30/07 • ••••swoop ; t. p .n r.; e•D R G�00.O�•♦ z '~ w JU 0 CO J F- CO LL w U- ? � =w z° 25 D U ON ❑H w � �. �O . z. w U= o� z JAN. 3. 2005 11:04AM REAL ESTATE N0. 781 P. 2 / A • INSURANC AUTO AUC'T'IONS January 3, 2005 Mr. Dave Kehle Architect 12720 Gateway Drive, Suite 116 Seattle, WA 98168 Yiia Facsimile 7'Mnsmissi!on to 206- 246 -8369 and US Postal Service, Express Mail Dear Dave, The plan for the subject location needs to be corrected as follows. Specifically, the room that has been labeled "Confe=ce Room" is not intended to be used as such. IAA's intention is to permit its inwance customers to use this space as a training or classroom, The furniture IAA has purchased for the room is consistent with the intended use. That is, eight (8) small classroom/training tables and sixteen (16) chairs. Thank you for your assistance on this matter. Yours very truly, Michael J. Madden Vice President, Real Estate 8t Development cc; Steve Tibble via e-mail Erik Walden via a -mail elm R ECEIVED John Bean via e-mail File JAN 0 3 2005 " , PERMIT CENTER alts v� Two Wastbrook Corporate Center, Suite 500 • Westchester, IL 60164 ■ Y 708 492 7000 ■ F 708 482 7078 www.iaai.com Do 440w 3 z �w QQ � WV UO to 0 W= J i` N LL WO 9 _ UQ i �w z i— zo w Uj Dp U O CO) o�_ wW s �O w z U CO) O z pm,wh.� 40 December 6, 2004 City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Ken Nelson Re: IAA - Building A D04 -237 Dear Ken, RECEIVED r. ,Ty nF TI WNII A 2004 pERMIT CENTER I apologize for not getting these drawings back to you sooner. The revisions respond to a meeting that you had with Ron Greene' and Steve Tibble as well as a conversation via phone that you and I had. The revisions are noted as follows: 1. Corridor 22 was changed from 1 hour to non -rated per IBC 2003. 2. The restrooms are going to remain as is, without ADA upgrades since IBC 2003 does not require that upgrade per your discussions with Ron and Steve. 3. We did a minor modification for the vestibule 13 (north side of building) leaving the existing outside window mullions and adding the outside pair of doors. 4. Deleted door 12 at mid landing of front stairs and deleted door 18 at northeast stairs. 5. Due to structural conflicts in existing cmu wall, relocated door # 5 into VIC 5. 6. Infilled one door into conference room 11. 7. We have also modified the lighting to avoid conflicts with beams and lights. Ken, we haven't changed exiting and have just accommodated the new code provisions. Any questions or comments please call. S' cer , David Kehle Enclosure Bldg. ATI -SD- 1 -A -TI, T -1 -A, T -2 -A a:10418bitylet12- 6-04 -A 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 "V 1 0� ISION IWOM Do4 -z37 (206) 433 -8997 FAX (206) 246 -8369 email; davek®dkehlearch.com Z Z �w 2 D JU UO Cl) W= S2 U_ w O L¢ = w I— _ Z E ... t- O Z I— w 0o U o F- wW �U ti O ..Z UN O Z rim • C ity Of Tukwila Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P.E., Director 1908 Z = Z � JU UO December 3, 2004 w= F- S2 U w O Mr. Elliott Zimmerman Hazardous Waste and Toxics Reduction Program �a — Washington State Department of Ecology co Northwest Regional Office = c� 3190 160 Avenue SE Z X Bellevue, WA 98008 -5452 O Z �- w Subject: Insurance Auto Auction (IAA) U � a' 8801 East Mar Way South O N Demolition and Tenant Improvements to 24 acre industrial facility o �- - site to be reused for parking and storage of salvaged vehicles. s v Dear Mr. Zimmerman: U- Z w U N. Per your attached September 9, 2004, letter, please find a conceptual storm drainage /water o quality plan for IA.A for your review and comments enclosed. z Mr. Jay Grubb, P.E., of Barghausen Consulting Engineers, Inc. at (425)251 -6222, is the project. engineer for this site. Please contact him directly with your comments. Sincerely, J nna Spencer Development Engineer JS:lw enclosures cc: Minnie Dhaliwal, DCD Jay Grubb, P.E. Files: E04 -014, D04 -236, D04 -237 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431.3665 1 4V m Z n �s � G�r'NG ENG %"* Joanna Spencer, Engineer City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Conceptual Water Quality Plan Insurance Auto Auctions (IAA.) 8801 East Marginal Way South Tukwila, Washington City File No. E04 -014 / Our Job No. 11419 Dear Joanna: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES November 24, 2004 RECEIVE[ DEC 0 2 2004 PUBLIC WORKS As a follow -up to our recent meeting, I am forwarding four copies of the conceptual water quality plan for the above - referenced project. In addition, I have enclosed a cost estimate of the proposed stormwater improvements for the purpose of establishing a bond amount. Please review our estimate and acknowledge that the estimated costs are satisfactory for the purpose of pursuing a performance bond for this project. If so, I will notify Insurance Auto Auctions/Washington Real Estate Holdings, LLC, to secure the required bond. Thank you for your assistance. If you have any questions, please contact me at this office. Respectfully, Jay S. Grubb, P.E. Vice President RECEIVED rITY fir - rt w_ 0!n n JSG /vj 11419c.010.doc enc: As Noted PER NII ( CEN rER cc: Minnie Dhaliwal, City of Tukwila Brent Lower, Washington Real Estate Holdings, LLC Michael Madden, Insurance Auto Auctions Steve Tibble, Insurance Auto Auctions ON 1�10 D04 3 17M" *R"_ 3 4 . 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA ♦ TEMECULA, CA ♦ WALNUT CREEK, CA www.barghausen.com z �- Z uk _3 U UO U) Co w w 9a U) d �w z �. t— O zi_ w UJ �o ON � H w F_ U LL — 0 .. z UN E- _ O z �C. H A VS m y. Z P <r �NO ter N a`N�C PRELIMINARY FOR PERMIT PURPOSES ONLY WATER QUALITY IMPROVEMENT PLAN DEVELOPMENT COST ESTIMATE PROJECT NAME: In surance Auto Auction LOCATION: 88 01 East Marginal Way CLIENT: Insurance Auto Auction DATE OF ESTIMATE: D ecember 1, 2004 PROJECT NO.: 11419 RECEIVED DEC 0 2 2004 PUBIC WORKS Rounded $119 150% OF COST = $178,500 nT R I E I CEIVED PERMIT Utiv I Ch 9/10/03 Summary 11419 STM -WATER QUALITY PERMIT Estimate.xls z �., W QQ JU 00 cn 0 W = N U- w 9-1 w Q �D = �W z Zo w �5 �p U ON 0 H W H� 1L O --z W U= O Z HARD COSTS A. Mobilization/Trench Demo (Non - Taxable) $14,000 B. Sanitary Sewer System (Taxable) not applicable $0 C. Water Supply System (Taxable) not applicable $0 D. Public Storm Drainage System (Non - Taxable) not applicable $0 E. Private Storm Drainage System (Taxable) $103,730 F. Public Roadway Improvements (Non- Taxable) not applicable $0 G. On -Site Specific Construction Costs; ie sawcut and bedding (Taxable) $1,088 TOTAL SECTIONS $118,818 Rounded $119 150% OF COST = $178,500 nT R I E I CEIVED PERMIT Utiv I Ch 9/10/03 Summary 11419 STM -WATER QUALITY PERMIT Estimate.xls z �., W QQ JU 00 cn 0 W = N U- w 9-1 w Q �D = �W z Zo w �5 �p U ON 0 H W H� 1L O --z W U= O Z HARD COSTS QUANTITY UNIT UNIT COST TOTAL Mobilization 1 LS $0.00 $5,000 AC Removal /Demolition (excludes dump fees) 500 SY $3.00 $1,500 Allowance for Other Erosion Control (not specified) 1 I LS 1 $5,000.00 $5,000 Erosion Control Maintenance Budget (12 months) 0 LS $2,500 TOTAL SECTION A $14,000 15 -Inch CMP /ADS/PVC Pie 60 LF $24.00 $1,440 12 -Inch CMP /ADS/PVC Pie 300 LF $20.00 $6,000 8 -Inch CMP /ADS/PVC Pie 1,150 LF $16.00 $18,400 Inlets/Type 4 -K 3 EA $600.00 $1,800 Type 1 Catch Basins 6 EA $800.00 $4,800 Type 2148 -Inch Catch Basins (maximum 8 feet dee 3 EA $1,500.00 $4,500 Type 2/54 -Inch Catch Basins (maximum 8 feet dee 4 EA $3,000.00 $12,000 Vortech Model 1000 - incl. vault, risers, bedding 1 EA $15,000.00 $15,000 Vortech Model 3000 - incl. vault, risers, bedding 1 EA $20,500.00 $20,500 Oil/Water- flow control structure (not including catch basin) 4 EA $1,000.00 $4,000 Pavement Restoration 510 SY $12.00 $6,120 Export of Unsuitable Material, Truck Measure (excludes dump fees) 65 CY 1 $12.00 $780 SUBTOTAL SECTION E $95,340 PLUS TAX AT 8.8% 1 $8,390 ITOT AL, SECTION E 1 $103,730 Sawcuttin - budget 500 LF $2.00 $1,000 SUBTOTAL SECTION G $1,000 PLUS TAX AT 8.8% $88 TOTAL SECTION G $1,088 c r Er) NOV 2 9 26% PUBLIC WORKS CITY r F,GIV h 0 . PERMI l l i_w r cn 9/1 of Q UALITY r * ::r,- k- a+ S: I. Y+. iwi b: �Xiesi: a",iv::vay:•rrre4.rrx'. 4 k3ii�,` :t ' Tst6lHlzii3/.; vi .yiSm..s:wia3>ir i�a4�da »ti:u�' s rr. G. iwa�iidit�iwrtiw� ;w�aw�cri: °:."e.�..'a+i.: ��L.'� -.. Z ~ w JU 00 N co ui u_ F- co u w �J LL 4 = �.. W Z F- F- O W ~ w U ON 0 F- W W H H LL O .Z W U= O Z SEP, 1. 20 0410 : 25 AM - IoA T1J REAL ESTATE . P�GHA Vy`� Ms. Joanna Spencer, Engineer City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 93188 RE: insurance Auto Actions (IAA) 8801 East Marginal Way South Tukwila, Washington City File No. E04.014 / Our Job No. 11419 Dear leis. Spencer. N0, 052 PP, 2 CIVIL ENGINE8AING, LAND PLANNING, SUAV6YIN0, nNVIFIONMENTAL SERVICES September 2, 2004 RECEIVED SEP 0 1 2004 RECF— WED S EP 0 3 2004 'I'UKWlLA PUBLIC WORKS TUKWILA PUBLIC WORKS This letter is to formalize an understanding between Insurance Auto Auctions (lAA) and the City of Tukwila concann ng stomwater improvements for the above - referenced project. IAA is currently pursuing Demolition and Tentative Improvement Permits at the above - referenced site. In accordance with the Mitigated Determination of Non - Significance (MANS; E04 IAA shall either 1) provide pretreatment of stormwater prior to discharge to the river, 2) demonstrate to the satisfaction of the City Public Works Department that the existing stormwater system has adequate pretreatment a lsions, or 3) roviselexpand/modify the existing stone; drainage to provide adequate pretreatment. is proceeding with the evaluation of the existing stormwater system as necessary to satisfy the MDNS. However, based on circumstances described below, 1AA has requested that the stormwater improvements, if any, be deferred until the following year during the dry construction season. IAA anticipates the issuance of required permits within' the next couple of weeks and intends to start demolition /construction activities immediately thereafter. However, if the storrnwater improvements are required, they will likely occur within the 200 -fact shoreline setback, thereby requiring fl Shoreline Substantial Development Permit (Shoreline Perrin) and a H ydraulic Project Approval (HPA) to perform the necessary work. A typical requirement of an HPA will only allow work within the river to occur during a summer fish window. Equally important, the stormwater improvements should occur during dry weather to minimize erosion potential and to avoid potential adverse impacts to the downstream drainage course. Paccar (former occupant) is in the process of preparing materials in order to file a Shoreline Permit for necessary covironmental ramedianon activities within the shoreline setback area. The Shoreline Permit application, in addition to the remediation work, would include somne stormwater system improvements. We anticipare thls application to be filed with the City within a couple of weeks, IAA may elect to coordinate its stormwater pretreatment plans with Paccar's work. Once the Demolition and Tentative Improvements Permits are issued, TAA would proceed with demolition atmd construction activity immediately, and continue through the fall construction season. TAA's objective Is to occupy the site and begin business operations during the fourth quarter of 2004, The improvements to the stormwater system would occur following the issuance of the Shoreline Permit and mtiost likely in conjunction with Paccar's work during the dry months of 2005 (Summer 2005). For the City to allow IAA to defer the stormwater improvement, IAA agrees to the following: 1. Prior to requesting an Occupancy Permit, TAA would submit plans, and receive the City's review and app roval, for the storm improvements as necessary to satisfy the condition of the MDNS. These plans shall either 1) p rovide pretreatment of stormwater prior to discharge to the river, 2) demonstrate to the satisfaction of the City Public Works Department 18216 7 AVENUE SOUTH KENT, WA 68032 (425)2$1-0222 (425) 26 -9782 FAX BRANCH OFFICES • OLYMPIA, WA • T9ME0ULA. CA 4 WALNUT CREEK, CA rI 3 www.bwghousen.com Z ~ LU � JU UO to Q co w W = CO LL ua O LLa CO D = �-w Z f- O Z F- �C3 U O- C3 �- w �U -O - - Z W CO 0 1-- Z ' SEP, 7. 2004 i0;26AM REAL ESTATE ear quo rj Ll • »FPM TU,,..��, I W N0, 052 PP, 3 Ms. Joanna Spencer, Engineer City of Tukwila ..2- September 2, 2004 that the existing stormwater system has adequate pretreatment provisions, or 3) revise/oxpand /modify the existing storm drainage to provide adequate pretreatment. 2. Prior to requesting an Occupancy Permit, IA.A, would provide the City of Tukwila with a financial guarantee, in the form of a performance bond, in the amount of 150 percent the estimated cost to complete the stormwater improvements. 3. Prior to requesting an Occupancy Permit and prior to the completion of the requited stormwater improvements, TAA would install absorbent materials specifically desiped for oil removal in catch basin inserts within the on -site catch basins /manholes as an interim measure to enhance oil/water separation and sediment removal. 4. IAA will maintain it Storm Water Pollution P revention Plan (SWPPP), which will include operational best management practices, outlining appropriate housekeeping and maintenance measures to protect the downstream watercourse. 5. IAA shall file a Shoreline Permit application for the stormwater improvements occurring within the 200 - foot shoreline setback (possible in conjunction with Paccar's Shoreline Permit application). 6. The stormwater improvements shall be completed no later than September 30, 2005, Please acknowledge your acceptance of this arrang by signing the enclosed copy of the letter in the space provided and return it to my attention: Thank you for your consideration. If you have any questions or comments, or need additional clarification, please let me know. Respectfully, Jay S. Grubb, P.B. Vice President JSG /vj /ath . 11419c.007.doc CITY. OF TUKWILA By 3 rte T — b ace INS AUC ONS 7 -TOC• By SUP �.°� F. 0 . ate Its - - - -- - - z Z D UO to 0 �_ C0 LL w 9-1 U. Q N� = �. w Z w� Do U O� o�- wW U. O z. U =, E_ .. O 1. z { SEP, 1.2004 10:26AM REAL ESTATE STATE OF ILLINOIS ) ss. COUNTY OF COOK ) N0, 052 P. 4 f� I certify that I know or have satisfactory evidence that SC t4 ' ' 1 i" is the person who appeared before me, and said person acknowledged that said person signed this instrument, on oath stated that said person was authorized to execute the instrument and acknowledged it as the 5. U. �� C• lr. d of Insurance Auto Auctions, Inc., an Illinois corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. Dated this 7 th day of 2004, OFFICIAL SEAL ' LINDA JUACZYK NOTARY MIC, STATE OF ILLW= MY COMM"MON EXPME - 01 =06 i . r 1 t N pit- 77y2c ZY k (Lcgibly Print or Stamp Name of Notary) Notary public in d for the State of Illinois, residing at t My appointment expires I - 9' z ;H Z �W D JU UO N C0 LU J = S2 LL WO LLQ ca D = d �W z O . z l- W U� O N f] F— W H 6. O w z U= o~ z Non - Residential Department of O Natural Resources and Parks Sewer Use Certification Kin County (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 sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address elm— City, State, ZIP AV . D Property Tax ID # - r) JD " l) 3 Party to be Billed (if different from owner) Party's Mailing Address: City or Sewer District Date of Connection Side Sewer Permit # I') 04 — 2 3 — 7 Owner's Phone Number Owner's Mailing Address (if different from above) or Property Contact Phone # ( ) Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date A. Fixture Units -� `�'�trC� =tR�,&►� Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clolheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve,1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I * Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = ® RCE 20 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: N� A� Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ RCE 187 C. Total Residential Customer Equivalents: (add A & 6) ,, CORRECI"ION B 0 LTR #� .LylOf 1 RCE 004,W Z�? I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative — da z W UO to 0 W W J = CO LL WO UQ CO = I— W Z H H O z t— 5 U CO_ oli.- WW LL F- �z Ill L) CO H = O z PUBLIC WORKS PERMIT T" 206 - 433 -0179 pe of Work (please provide detailed in otmation): 0A0 1l. Z" 4 1W}rw AAQ 2 N f Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..Tukwila El ... Water District # 125 ❑ .. Highline ❑ ...Renton Ll ..Water Availability Provided K Sewer District ..Tukwila ❑ ... 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. Submitted with ApOication mark boxes which a I : ..Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Pronosed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation[Fill - Right -of -way Non Right -of -way ❑ ... Total Cut cubic yards ❑ ... Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. 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 uIa " Domestic Water_" ...Permanent Water Meter Size... 2• 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 r, -Y "'Wn 4 AUG 2 020 PE R4TCs lvrRfi ❑ ... Deduct Water Meter Size ........ " FINANCE INFORMATION q ,N Fire Line Size at Property Line (/ ❑ ...Water ❑ ...Sewer COI R'... '" ON LTR# _j- _._- ._.._. Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \permits plus \icc changes \permit application (7 -2004) Number of Public Fire Hydrant(s) _ ❑ ... Sewage Treatment Page D 4) 4 or Z 507 Z ~ W JU UO N C0 W �9:c CO) LL WO u- t/1 Co = W H z0 �5 U ON o�- W LJ J H� LL O .. Z W U= O Z r GHAV �� ; o � � yg z Np ENG�N PROJECT NAME: LOCATION: CLIENT: DATE OF ESTIMATE: PRELIMINARY FOR PERMIT PURPOSES ONLY WATER IMPROVEMENT PLAN DEVELOPMENT COST ESTIMATE In surance Auto Auction 88 01 East Marginal Way In surance Auto Auction A ug. 17, 2004 PROJECT NO.: 11419 HARD COSTS A. Mobilization /Trench Demo (Non - Taxable) $2,249 B. Sanitary Sewer System (Taxable) not applicable $0 C. Water Supply System (Taxable) $22,116 D. Public Storm Drainage System (Non - Taxable) not applicable $0 E. Private Storm Drainage System (Taxable) not a licable $0 F. Public Roadway Improvements (Non - Taxable) not applicable $0 G. On -Site Specific Construction Costs; ie sawcut and bedding (Taxable) $1,937 SUBTOTAL SECTION $26,301 PLUS CONTINGENCY (10%) $2,630 TOTAL SECTION $28,932 9/10!03 RECEIVED r:ITY OF TI IK WII A AUG 2 0 2004 PERMIT CENTER corzREcrioN L.TR #_L_,_ o .231 Summary 11419 wilt PERMIT' Estimate.xls z W LL C J0 00 0 co Lu J = H co w w 0 9-1 wQ to = a �w z t-- F- 0 z 1— w UJ U ON 0 F-. WW H� tL O •z W U= O z HARD COSTS QUANTITY UNIT UNIT COST TOTAL Mobilization 1 LS $2,032.73 $2,033 AC Removal /Demolition (excludes dump fees) 72 SY $3.00 $216 TOTAL SECTION A $2,249 8 -Inch Ductile Iron Pie 20 LF $22.00 $440 2 -Inch Galvanized or Copper Pie 188 LF $12.00 $2,256 2- 1/2 Inch Galvanized or Copper Pie 215 LF $12.75 $2,741 8 -Inch Fittings and Blocking 2 EA $300.00 $600 6 -Inch Fittings and Blocking 1 EA $200.00 $200 Single Service with Box (no meter) I EA $400.00 $400 2 -Inch Reduced Pressure Backflow Assy w /hotbox, heater and elect I EA $1,800.00 $1,800 8 -Inch Double Check Assembly including PIV and FDC 1 EA $10,000.00 $10,000 Pavement Restoration 63 SY $30.00 $1,890 SUBTOTAL SECTION C $20,327 PLUS TAX AT 8.8% $1,789 T TAL SECTION C $22,116 Imported Sand Bedding for Utility Trenches, Truck Measure 28 TON $10.00 $280 Sawcutting 750 LF $2.00 $1,500 SUBTOTAL SECTION G $1,780 PLUS TAX AT 8.8% $157 I T METE - SECTION G $1,937 rt" IP TtjKWII e AUG 2 0 2004 PERMrr CEN CORRECTION LTR# _[- DDS -237 9/10/03 Page I of 1 11419 wTR PGRMIT Gstimate.xls Z F- ~ QQ w W� JU UO UD J C0 U. W } O } �J IL Q Cl) = �W Z F— F— O Z F— �5 U O� 0 1— UJ W O W Z U= O Z i L david kehle 2. The Non- Residential Sewer Use Certificate is attached with recap letter of demolished fixtures. As we discussed with Joanna and others on 8/16/04, this will satisfy her concerns and comments. Sincerely, L David Kehle RECEIVED nTY 05 TI IKWII A AUG 2 0 2004 PERMIT CENTER DK/mt cc: Mr. Steve Tibble Mr. Brent Lower Mr. Al Robertson aA041 ftltylet6 -4-04 CORRECTION LTR #_.V- DDy- -231 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 (206) 433 -8997 FAX (206) 246 -8369 email: dkehle®seanet.com },.' ., r5:.. ;. n:., N,.S',w w +�w:.,;,i;,,>, ,, ,i:,...ws:y:6s4.:.o.':�:•:,it' •.'a:yr.: cars .m.ua,�uwtiw;ru +isw ,.i„t August 17, 2004 z �w JU 00 City of Tukwila 0) 0 6200 Southcenter Blvd. W X Tukwila, Washington 98188 N U_ W o Attn: Ms. Stefania Spencer Re: IAA, Building A U . D D04 -237 X w Dear Stefania, z� 0 The following is the response to Joanna Spencer's comment letter of July 27, 2004 as well as z�_ ? a• the re- submittal form, etc. N o -- 1. We are providing a new 2" meter with 2" RPPA off the existing 6" line feeding the site, w w installing a new 2 -1/2" service up to Building A and then a 2" to Building B. (See 5 Barghausen W1 — W3 drawings) and capping the 6" at the new meter. u. o a. The RPPA is being installed in a hot box downstream from the new 2" meter. z c b. A new Double Detector Check Valve Assembly will be installed in the existing vault o �-- (modified as required to maintain minimum clearances) with monitoring. z 2. The Non- Residential Sewer Use Certificate is attached with recap letter of demolished fixtures. As we discussed with Joanna and others on 8/16/04, this will satisfy her concerns and comments. Sincerely, L David Kehle RECEIVED nTY 05 TI IKWII A AUG 2 0 2004 PERMIT CENTER DK/mt cc: Mr. Steve Tibble Mr. Brent Lower Mr. Al Robertson aA041 ftltylet6 -4-04 CORRECTION LTR #_.V- DDy- -231 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 (206) 433 -8997 FAX (206) 246 -8369 email: dkehle®seanet.com },.' ., r5:.. ;. n:., N,.S',w w +�w:.,;,i;,,>, ,, ,i:,...ws:y:6s4.:.o.':�:•:,it' •.'a:yr.: cars .m.ua,�uwtiw;ru +isw ,.i„t FIXTURE COUNTS FIXTURES BEING REMOVED: Building A: Remove 1 toilet Building B: Remove 21 toilets, 21 sinks an d4 urinals (mostly mezzanine) Building G: Remove 1 toilet and 1 sink Building F: Remove 1 toilet and 1 sink Buildina I: Remove 4 toilets and 4 sinks Total Being Removed: 28 toilets and 4 sinks FIXTURES REMAINING OR ADDED: Building D: Remain 1 toilet, 1 sink Building A: Remain 9 toilets, 10 sinks, 6 urinals FIXTURES NEW: Building B: New 5 toilets, 4 sinks 2 urinals Total Fixtures: 15 toilets, 15 sinks, 8 urinals NET DECREASE: 13 toilets, 12 sinks AA04811fixturecount RECEIVED f:ITY OF TI IKWII C AUG 2 0 2004 PERMIT CENTER Z Z ' . JU UO r� o wi S2� w O M� 9 Ei LL= s �. w i = Z �O ZF- W Mf U C3 F- w u. O til Z' U =. O Z 1906 July 30, 2004 Mr. David Kehle City of Tu kwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 12720 Gateway Drive, Suite #116 Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -237 Insurance Auto Auction — Building A — 8801 East Marginal Way South Dear David: 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 Department. At this time, the Building, Planning and Fire Departments have no comments. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding 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 i plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionslrevisions 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 (206) 433 -7165. Since . Stefania Spencer Permit Technician encl xc: File No. D04 - 237 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 Z �w JU UO N o co w LU _ �w W O LL ¢ to = �-w Z t— O Z w U� O� D F— WW 3:0 LO Z W co O Z PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 27, 2004 PROJECT: Insurance Auto Auction Z Z PERMIT NO: D04 -237 �_- M W PLAN REVIEWER: \ Contact Joanna Spencer at (206) 431 -2440 if you have any _3 v questions regarding the following comments. N o co W WX 1) Since this project includes alterations to the existing plumbing system (replacement of bathroom fixtures), the entire plumbing system must be brought up to the current standards as w o set forth in the Uniform Plumbing code including installation of an approved backflow prevention on the fire line, and the domestic water supply to the building. The City has Q determined that there are deficiencies on the domestic water supply line and possible T d deficiency on the fire line. Our records from the Finance Department indicate that there are _ three water meters serving the entire property. One is a 6 inch domestic water meter and the Z �' remaining two are sewer meters for the sewer exemptions. On your site plan please show the w O location and size of the existing water meter and Building A water service line and location 5 of sewer meters and sewer service line. v N O— oF- a) Domestic Water = w () —,. A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure ! Backflow Assembly (RPBA) shall be installed immediately downstream of the permanent LL — z kii water meter. Backflow installation at another location requires the Public Director's approval. The RPPA shall be installed in a Hot Box or equal freeze protection enclosure anchored to a concrete pad. A power supply shall be provided for the Hot Box. z b) Fire Service Line Public Works assumes that there may be deficiencies on the fire service line, however our staff was unable to find the location of required Detector Double Check Valve Assembly due to ongoing construction activities. Please show on your plan the location of DDCVA including, size, make and model number of the backflow device and location of the fire department connection. Please note that a separate letter was mailed to Paccar, c/o Washington Holdings representing the property owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items I and lb or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. 2)Submit King County Metro Non - Residential Sewer Use Certification due to change in the amount of plumbing fixtures Q;joanna D04 -237) July 6, 2004 . City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. David Kehle 12720 Gateway Drive, Suite 116 Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -237 Insurance Auto Auction — Seattle — Bldg A — 8801 East Marginal Way South Dear David: This letter is to inform you that your application received at the City of Tukwila Permit Center on July 1, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildine Department: Ken Nelsen, at 206 431 -3675, if you have questions concerning the following: 1. Please design to the 2003 International Building Code. 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 throwdi 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 encer Permit Technician Enclosures File: Permit File No. D04 -237 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431.3665 z W` �0 UO CO) 0 CO LU, J = H !2 LL W O U. Q N 0 = W Z ~. H O z H W W U0 O CO 0 F- W H �O W z U= O� z I PE -PPAI ' (.,',00RD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -237 DATE: 01 -03 -05 PROJECT NAME: INSURANCE AUTO AUCTION SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # bafefo permit is issued I DEPARTMENTS: Buildin 1 isio Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO Y ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS DUE DATE: 02 -01 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: -, p �' � p Documents /routing slip,doc Y '' C 2 -28.02 DUE DATE: 01 -04 -05 Not Applicable ❑ I z Z JU 00 0 W_ H �LL W J U_ ? � =W t- _ ? t_ E_ O z F_ W W U 0- 0 I_ WW LO z W U= O H z PERMIT COORD COP•a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -237 DATE: 12 -06 -04 PROJECT NAME: INSURANCE AUTO AUCTION SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # afte s permit is issued DEPART M NTS: _ �� Building Di i io Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator 'K DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 12 -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 7structural ING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS 01k CORRECTIONS: Approved N 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 ...:... �. . �.. �. ..:�.,�- ,.,.�..._,..�.1....a �: ,. t:.x,:�� «;�:r.pi 'w.. ,..� :r:.'s.tr 4.�aaua.truli'i Y�Ai;�r' �ye�� S,U'�J.4ik*E «Cai' Zia' c :S.+;cFnao�t+ta..=w...a�y -+s�}• DATE: DUE DATE: 01 -06 -05 Not Approved (attach comments) ❑ z ~w oc 2 D JU UO co W W H U. WO La ND = �W z r~ o z �- W U� co o F- WW F- �' O z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -237 DATE: 12 -02 -04 PROJECT NAME: INSURANCE AUTO AUCTION SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision #j after permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works S j � ,Zto q Structural El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RING: Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -09 -04 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT" COORD COPY Documents /routing sllp.doc 2.28 -02 Not Applicable ❑ DUE DATE: 01 -06 -05 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z '~ w � D UO (D U co Lu J = H CO W w 9_j LL UD = �W z F- Zo w w U� O� o F- W W LL O ..z W co H � O z PEP,P41T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -237 DATE: 8 -20 -04 PROJECT NAME: SITE ADDRESS 8801 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 Before Permit Iss DE ARTM NTS: .0 Bu'� Division Public Works AM IN Fire Prevention IX Structural ❑ No further Review Required ❑ DETERMINATION OF COMPLETENESS Complete i Incomplete Comments: (Tues., Thurs.) DUE DATE: 8 ❑ Not Applicable ❑ 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 Structural Review Required ❑ REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator a DATE: APPROVALS QR CORRECTIONS: Approved Z Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 {IL .. , .. �n .: �` .:ti rxU�t;:in ..¢.Y•'it`.a�%a�; �4?r4ui)niyewCU.:.tG:i i„ :o. t:q� ttt',.yfcut rr;r, u.N+:: +,1,L..r:�;:ir..i w:'+.»�.«++:4 +�ww.:+:+.✓r. owrrNsc. . 'inlu+.t+w.u.. - •;,�a :N+as:,,:5:::c: "'`' ` DUE DATE: 9-21-04 Not Approved (attach comments) ❑ z '~ w tr � D J0 UO (/) J = �LL w LL rn d =w z� w� U� ON 0H w U- O .z w U= O z PG.191T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -237 DATE: 8 -20 -04 PROJECT NAME: SITE ADDRESS 8801 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS j Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works 0AN 4WAe Structural ❑ Permit Coordinator i DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 8 Complete d Incomplete p ❑ 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 Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 -21-04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2 -28.02 z ~w JU 00 (/)c C0 W J = C0 LL w0 LL Q co) = �w z f- Wo W U� 0 — w U- O w z CO) O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -237 DATE: 07 -08 -04 PROJECT NAME: INSURANCE AUTO AUCTION - BLDG A SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision #_after/before permit is issued DEPARTMENTS: ,a� Buildin kx+,.U � Public ,U ra I DETERMINAIJON OF COMPLETENESS: (Tues., Thurs.) Complete Id Incomplete ❑ Comments: DUE DATE: 07 -13 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7 "Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08 -10 -04 Not Approved (attach comments) B?( DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW oir Staff Initials: stS Documents /routing slip.doc 2 -28.02 Fire Prevention PERMIT COORD COPY ❑ Planning Division ❑ Permit Coordinator le z ~ w � D UO CO W_ CO W w 9_j LL < � = W �O z�_ W 2� 0 D C3 ON 0H WW O z W CO O z PERMIT COORD COPT( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -237 DATE: 07 -01 -04 PROJECT NAME: INSURANCE AUTO AUCTION - BLDG A SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision #_after/before permit is issued DEPARTMENT I - 0-of Buil mg ivi ion IC Public Works R 570 Ab 745` Fire Prevention Structural ❑ Planning Division [� Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE: 07 -06 -04 Not Applicable ❑ Permit Center Use On INCOMPLETE LETTER MAILED: 7Y LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 08 -03 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2 -28 -02 PERMIT COORD COPY 1{.... :...... :.w...:,C�. •.a •,. i. ::. �r ': � .':. r•. Y: 1. ,'• .:'' �••.•.��� rM�":.t'i1 `iA�. err „� *`:]'iI :1X��" .1.�{�!'.fr wl�S�¢�tiCWi:9W',:'i:Y' . mC✓: �fieinGf�SuAi�wwlssiw�a .Y +is ::io.4:if`s:ia.iui+yr'S "r.::.w i :::itiiv'.,��.yrk:ul;,h'i.Z'i..; z z �W WU UO N CO W W_ CO L WO 9_j U. �Cy =W I— O z F- W 5 U� O � 0H WW H� LL O .• z W U= O H z PROJECT NAME: ��lsu� •'' 1411, re) 14gc.T/, V P ER�Y" NO:. 2 �0 y; 7 Site Address: $PD/ i 12' +e� tVy -S: - -- OriQ' b inal Issue Date: F ?�y REVISION LOG Revision No. I Date. Received i Staff I Date Initials Issued i "Staff Initials 3 I � -j -dr I SAS' Summary of Revision: Received By: Summary of Revision: Summary of Revision: ZZ • �t>D f,�d ino Q 14 c'osT ell t 737 7-0 Sf> /� ��Ce�c. Received By: A410iv /C Ll'!t�lti (please print) Revision No. i Date Received ! Stan 1 Initials Date I Issued I Date I Staff Issued Initials 3 I � -j -dr I SAS' Summary of Revision: Received By: Summary of Revision: eiG� X422 -a ZZ • �t>D f,�d ino lgp „L7'� /ZM Received By: Al (please print) ' Revision No. Date Received Staff I I Initials Date I Issued Staff I Initials 3 I � -j -dr I SAS' Summary of Revision: Received By: Received By: (please print) Revision No. Date ` Received Staff I Initials Date I Issued I Staff Initials I ( I I Summary of Revision: Received By: Received By: tpledse prim Revision No. Date I Received Staff Initials Date Staff - Issued I Initials Summary of Revision: Received By: 1pled]e limit) !'� S�ikR1 �Nf Y�.• hf+.' YidXr�+ w. b' U�taw x•. vn�. �nnmr: i>. x•.• r .YvmsMxMA"!n•�'?R:YS[t.M'N "nt '", � ,!?^!, U *.?R � QN/ �����r�....'���n�.ir�H' ��%a�b�+�+vi. i z ~w W Q JU UO CO W_ H CO LL WO L? cod =w z F . r— O w 2� U ON 13 F— ww u_ z LLi N U z � � 1 �N 1908 Cit of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.its 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: 41 IC*1 Plan Check/Permit Number: ❑ Response to Incomplete Letter # 5 ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: � _ �I�yll2 � 10►� Project Address: 6 \- j Contact Person: Phone Number: S mmary of � evision- 1 DECEIVED CITY OF TUKM►ILA PtHMIT ER Sheet Number(s): I k 4 * 14k "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,� OR Entered in Permits Plus on applications orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: -I-- lid Z �Z �w QQ JU U W= co LL W O J LL Q �D = �w Z I— O W 25 U ON 0 I— wW �P LL iii Z U U) P _ O Z 1908 REVISION SUBMITTAL City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. iva, tis Revision submittals must be submitted in personal the Permit Center. Revisions will not be accepted through the mail, fa-r, etc. Date: I C`' - LP - C4 Plan ChecWPermit Number: - D D 4 - 23 1 of ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # R Revision # _�, after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner lbw n e,r P'If `,�' Project Name: - (15(.tl'GLAUL � Au c 101✓ Project Address: Summary of Revision: Contact Person: Steven M. Mullet, Mayor Steve Lancaster, Director Ed Phone Number: 4; RECEIVED rITV ()F TI IK0rv11 4 r ) {lnl Sheet Number(s): 5 � - �' A T I "Cloud" or highlight all areas of revision - 1 -A, - r -Z -A ling date of revision Received at the City of Tukwila Permit Center by: 1,12(� Ik Entered in Permits Plus on tapplications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Z �Z W QQD J UO U� J fn LL- WO U- N� 2 �. W z ZO W U O N 0 I-- WW W Z U= O Z I � it C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http : / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12' 02` 0� Plan Check/Permit Number: AL / - T 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 2 Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ns AtAb 14yelion Project Address: ORO / 4' /Lf WS Contact Person: S /2!466 !�� Phone Number: ¢2 62 ZZ Summary of Revision: w i th Gvsi esl-%mo -fie t r� " �1� Sheet Number(s): l "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 12�04 Y \applications\torms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z �w OC � D J U 0 W-r CO L L w LLQ UD = �w z H t- O Z F- w U13 ON 0 1— wW F- LL — O 6i U= O Z r1�� • City of Tukwila John W. Rants, Mayor 'Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter Revision # �_. —���i 1JJU •� V`ti�►1V A Project Name: Project Address: Contact Person: Phone Number: V - 4 - 3 �; Summary of Revision: i p FRM, � 00 1 Sheet Number(s): "Z 4, "Cloud" or highlight all ar of revisi n including date of revision Received at the City of Tukwila Permit Center by �] .Entered in Sierra on 06/29/99 /. � �•(,jJµ�`)� /�/y.+ /] T ��(� /fa 206 431 -3670 F on 98188 • • ax 206 .4313665 [' 4�i( fly, ?aGrTir'. �rTria�L„-,"- J^•► 7, Ff1� ...•++,,• ":am eO. "`�flA lrlc `AS / l� "�• r.. �u,.lww_n+r.wwa at*m+ssa �.ta. A>rt3�7A14�#55,4�17,M..'TN:x'3 �i I� z �w a~ � �U UO N CO W W x H �LL WO La = �W z w� �5 U� ON o�- W F- �' O •• z W U= O ~' z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION: SUBMITTAL' - Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tIS Plan Check/PermitNumber: D04-237 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 Ole f Revision # after/before Permit is Issued 400 2 ❑ Revision requested by a City Building Inspector or Plans Examiner pFRM�rc Z00Q j Project Name Insurance Auto Auction — Buildin A FNT FR Project Address 8801 East Marginal Way South Contact Person David Kehle Phone Number Mql' Sum�mr_ar-y of Revision: I`QW Z ktt �' WI' A �/- MW 70 UA`w `tV v a/w i i I i .?0f;'- 1 '�- OgPr Sheet Number(s): � WA "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Sa Entered in Sierra on F' Or6 —�-- 07/30/04 x1: ,a c..; .y.. :.+(�i ; =>.% i.r''A �+:`� ti��:j l. .• 4�.. t' ��' �.% ..J„ . �,,: kw^ J; x' H+. n et' we.[ silU .t+�da3w+n,Ya�,{t.+:.:d::�il, ilii�:�,X. ?9dk:5l�s .4 . c:.. 4.:. t :WUi :' :Ha.t :1:«:�3�:'ISnw..V :; i'.l'+'s�.�li((Cti z s� w oc � 00 J = CO LL w LL Q �D M w z F- w W U N_ 0 F- ww LL O z w CO O z X11 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted its person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:? 1 - 1 10 - 4 Plan Check/Permit Number: D04 -237 ® Response to,-Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Insurance Auto Auction — Seattle — M2 A Project Address 8801 East Marginal Way South Contact Person David Kehle Phone Number Summary of Revision: wai Co ft fjtq "� - l fez - ° A- ON O�V- I �+ •1� a. 4-H -6 15C N -D b. 11 -N -b Be IT ✓, A ir � Sheet Number(s): M FR "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ,E� Entered in Sierra on 77 / 07/06/04 z �z �w QQ JU v0 N 0 U) LLJ J = S2 LL w LLQ U) d =w z �. �0 w ~ w U� ON 0 F-- wW F� LO z W U= O z City of ukwila _ _ _ _ Steven M. Mullet, Mayor Department of Public Works James F. Morrow, P. E., Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukivila.wa.us WATER METER INFORMATION Parcel No.: 5422600060 Permit Number: D04 -237 Address: 8801 EAST MARGINAL WY S TUKW Issue Date: 09/27/2004 Suite No: Permit Expires On: 04/25/2005 DESCRIPTION OF WORK: REMOVE INTERIOR NONBEARING PARTITIONS, CUT OPENING IN EXISTING CMU WALL FOR NEW DOORS; INSTALL NEW NONBEARING PARTITIONS, NEW FINISHES, NEW SUSPENDED CEILING WITH NEW LIGHTING, MOFIDY RESTROOMS FOR ACCESSIBILITY. Public Works activities include: NEW 2" WM TAPPED OF EXISTING 6" WATER SERVICE (EXISTING 6" WM STAYS, CITY WILL SHUT 6" METER ASSEMBLY & OPERATE BYPASS), 2" RPPA IN A HOT BOX ANDREPLACEMENT /MODIFICATION OF DDCVA AND FIRE VAULT TO MEET CITY OF CURRENT STANDARD DETAIL WS -15. METER #1 METER #2 METER #3 Water Meter Size: 2 0 0 Quantity: 2 0 0 Water Meter Type: PERM Work Order Number: Z �w D 00 (00 CO LU J = Cf) U. WO �QQ LL Q U 0 = �. W Z H F- O Z F- �� U O� o E- WW H �O W Z CO) ~O F- Z 5107g04 Connection Charge: Y $800.00 $0.00 $0.00 Installation: Y $4,700.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $20.00 $0.00 $0.00 Inspection Fee: Y $30.00 $0.00 $0.00 Turn On Fee: Y $50.00 $0.00 $0.00 Subtotal: $0.00 $5,600.00 $0.00 Cascade Water Alliance (RCFC) TOTAL WATER FEES: 7 $5,600.00 $0.00 $0.00 $0.00 .. D0. 00 •. � ..,r�,�i,.. i.: ��� ' ,..1.. ».. i� .1 � .�,. u,is.+,'�.a:i �� :i'3dw3.N ,wigw, :r,y�.w.t.�. .tc4�e:.riNi' 7WcL �i:U'in.rd. DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY..LAW AS CONST...CONT. GENERAL.. ' .. � �`� i `''�'�; R'EGZST` .- #� ,•; „ EXP ..k,�DATFIi :�t;T . . 4d s2;Pa YW EFFECTIVE DATE 01/10 1992. S G A- CORPORATION 1501 N 200TH ST SHORELINE WA - 9813.3 j F625- 052 -000 (8/97). Detach And Display Certificate Z `~ W JU UO Co U. J = F'. W LL. WO LL a �D Cl 3: �. W ' Z H ZO W VO 0 N 0 1_ WW H u. O . .. Z co 0 H- Z r REGISTERED LAW AS AS PROVIDED BY Please Remove CONST' C ONT GENERAL REGI ST .' # " EXP . DATE' . And Sign 0001......SGACO * *084BS 01/10/200.6 Identification EFFECTIVE. DATE. :.: _. Q1/10 f 1992•- Card Before S G A CORPORATION - ' " Placing In 1501. N .200TH. ST Billfold SHOREL 9 1 Signutu ' 4 (slued. EPARTMENT OF LABOR AND IIKIDUSTRIES F635. 052 -OW) IS /97i J4 . 9 .4 NOTARY N ' .� PUBLIC 2 7 ' ; AA �., F GQRYS C?'�� INSPECTION RECORD f� �t 1 Retain a copy with permit . % � D-J) INSPECTION NO. PERMIT l CITY OF TUKWILA BUILDING DIVISION k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of ns r .._ Addr 90! _ Date Called; Special Instr ctiMs: Date Wanted: a. Requester: Phone No: 2 a 'j , i z �Z �W QQ � JU UO Cl) J = S2 w WO 2� 9 -1 LL. N = W z f. W W U� ON 0 E- WW LL ..z w U S. ~O Ir- z INSPECTION RECORD Retain a copy. with permit INSPECTION NO. P I CITY OF TUKWILA BUILDING DIVISION* ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 17A5 A-0 Project: Type W _ Phone No: Approved per applicable codes. Corrections required prior to approval. f; COM ENTS: t . :i i ^: r Inspecto : Date: z L&-2'!i $47.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ��...ii. •yJ•:i�`aT:wij��:. -e l:. '.s'+:: t:kki`r:; �.h:'r' •.k_� .:4' ...c�4e`�;.�:;_�:, .,h Z W' JU UO CO) T) = H LL WO a� LLQ 2 �W ' Z F WO �5 U� O N 0H WW HC LL O W Z U N H T. O Z of Inspecti n: Ad ress• D Date Called 41 1 l Speci ns ructions. _ 0 Date Wanted a a m. Requester: W Approved per applicable codes. Corrections required prior to approval. f; COM ENTS: t . :i i ^: r Inspecto : Date: z L&-2'!i $47.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ��...ii. •yJ•:i�`aT:wij��:. -e l:. '.s'+:: t:kki`r:; �.h:'r' •.k_� .:4' ...c�4e`�;.�:;_�:, .,h Z W' JU UO CO) T) = H LL WO a� LLQ 2 �W ' Z F WO �5 U� O N 0H WW HC LL O W Z U N H T. O Z i ^: r Inspecto : Date: z L&-2'!i $47.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, ��...ii. •yJ•:i�`aT:wij��:. -e l:. '.s'+:: t:kki`r:; �.h:'r' •.k_� .:4' ...c�4e`�;.�:;_�:, .,h Z W' JU UO CO) T) = H LL WO a� LLQ 2 �W ' Z F WO �5 U� O N 0H WW HC LL O W Z U N H T. O Z INSPECTION RECORD Retain a copy with permit ;i INSPECTION NO. PERMIT N0. , cf) LL CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E 1' i t >I z } ti, Approved per applicable codes. orrections required prior to approval. ` COMMENTS: 1 : ' jf:2 /oz t Y V�. i / i ' t i 1 � - / ,7 t7 . Ja �� i ect r: t -z am ' Date: $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I . a: . I P�ject: Ty a of Inspect' n: Date Called: ` Address: Special Instructions: Date Wanted: p.m. Requester: Phone Z ~ W UQ W= Wo 9—j LL CY �W Z F- WO U� N W r O (iLl Z U= O~ Z ` N : ` �W Z F- WO U� N W r O (iLl Z U= O~ Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIJ NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 4 -3670 Project: Type of Inspection: Address:69 Q 1 2 � 1; Date Called: Special Instructions: Date Wanted: ^ Requester: Phone No: roved per applicable codes. F1 Corrections required prior to approval. pector: Date: $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 Z �W 00 to 0 C0 W W_ C0 LL WO 9-1 LL Q Nd = W ? P F- O W ~ W U O N 0 F- WW H� LL Z LLl CO) U =. O Z Proj t: S e_ J Type of Inspe lion; n � Ad r s: * - [LIQ �. I Special - Date Called: .. . ) (2 QQ Instructions: I Date Wanted: a m. .m Requester: P 2,0 N o. 00 • F r / ..r. / -/ �. f�l l/ ,1 .�� ✓� FA m , 1 LL Z W f � JU UO Cl) Cl C0 w W_ H U) LL WO 9-1 U- N� = �W Z 1— E- O W ~ W U� O N o E- WW H� UO Z W co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PEWIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -A1 -3670 ME Project Type of Insp lion: f Ad Ms -4 Date Ca Sp ial Instructions: V Date Wanted a. m. p. Requester: Phone No: Receipt No.: 7 ate: z '~ W .� U UO 0 w= CLL O WO La = �W Z = F H O W �5 U� O- o�- WW Ht) LL' O W z U =. z �""'� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. k CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: / C/�i Gl�Clf Date Wanted:_ a.m. �'' - "m Requester: Phone No: Fl Approved per applicable codes. 05cprrections required prior to approval. Receipt No.: Date: 2 Y Z F_ �~ W !Y � U Co A W= LL WO LQ = F_ W Z h- H O Z I- W LU �p Cl) 0 F_ WW LL Z N p X. O F-- Z lJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. am `-7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 46 . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Add ress• Date Calle Special Instructions: Date Wanted: a.m. Z 2 -, — C .m Requester: Phone No: Receipt No.: Date: z W U 00 CO a W� NLL w LL Q Cj) = W t— Z _ E-- 1- O w �j U� O N OH Ww H� LL O W Z U= O Z I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit " INSPECTION NO. PERMIT NO . CITY OF TUKWILA BUILDING DIVISION 0 - ) M1 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (, Project: Type of Ins ection: A Date Called: Special Instructions: - Date Wanted: a.m. ZZ .. p.m. Requester: Phone No: Approved per applicable codes. Fi Corrections required prior to approval. Inspector: 1 Date: / $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i I'. Z =Z W QQ 2 JU UO CO 0 W= TLL WO 9-J L? � = W H ZIr- F- O Z f- W W U� O N o I— WW W Z lli co O Z . i INSPECTION RECORD Retain a copy with permit S INSPECTI N NO. PER IT NO CITY OF TUKWILA BUILDING DIVISION ° ;" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' ct: Type 0 (Inspection: 1 Address: (( . f • l • Date C'a led: I _ D bC Special Instructions: Date Wanted: a.m. / -:� N g p.m: Requester: Da- -- - - Phone No: .1 I� LCIPI. INV.. vatc. �k . i• z W �QQ � JU UO W= S2 LL WO L L = �W Z F- HO W ~ W U� ON o�- WW r U LL Z LL! U= O Z Approved per applicable codes. Corrections required prior to approval. INSPECTION RECORD ' r Retain a copy with permit 2� 2 " INSPECTION NO. PE NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206).431 -3670 Proje : Type of Inspection: ! ' Address: & Date Called: ' Special Instructions: -- q Date Wanted a.m. .m. Requester: - Phone No: ❑ Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 4 I f Inspector: f Date: F] $47.0 INSPECTION IL E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :1 i I ME � W �QQ � JU L) O W = LL WO LL N =) = W z WO W U� O -, o F- W H� LO . W Z U= O Z ._ INSPECTION RECORD Retain a copy with permit 3 INSPECrION NO. RM 0. S� CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 9818'8 (206)43 -3670 3 c Project: Type of Inspe on: TA AUMM(P / �"!TY✓� -- '� r ' ate Called: ^^�� nt� Special Instructions: Date Wanted: a.m. z U/ Requester: b Phon & no , ^� Approved per applicable codes. glCo required prior to approval. COMMENTS: / �"!TY✓� -- '� ,� FZA- mac° M i $' S 1 rt/r' JJ LcJd3 //, z U/ -s .� s, `,✓ ov�/C,2 i Inspe tor: Date: cl i 47.00 REINSPECTION Fd REQUIRED. P '/or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .D Z W J UO Cl) W LLI J H S2 LL W� 2� 9 u - N� = �W Z t.. F- O W ~ W U� O C0 OH W F-- H O. Z W U= O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVrISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ject: � Type o Inspection: Ad ess: Date Called - Special Instructions: Date Wanted: _ "" a.m. Requ er: • Qti Pho a No: 1,; 2 (-) /'- ) Approved per applicable codes. Corrections required prior to approval. COMMENTS: r[�l � n / �? C — i �v y� /l.✓f G for to inspection, fee mGst be Call to schedule reinspection. Z ~ W JU U UO J S2 LL w �Q N� F - w Z— F- E- O Z F- LU 5 U O cf) �H W W F=-• H LL Z ILI U= O Z M INSPECTION RECORD Retain a copy with permit Ms c NO. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 - Pro' t: Type of Inspgaion: , Address: I Date Called: S& r Special Instructions. Date Wanted: a. (i p.m. Requester: Ph a N/o^ w Approved per applicable codes. FI Corrections required prior to approval. Receipt No.: Date. �aj�s„�,r;[s;r; ,iJiixw�iri.4+:'ii` a-± �; G. w+. �.;. iKii6Gt,�:�Li;;..v:�z Z Q W W� JU UO D WW CO) LL W O J U. N = W H Zx F- O Z I— W U D. ON D t-- WW I=- H u. O W Z U= O H Z lJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �4 3� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr lect: sumnce ALA+o Aud o Type of Inspection: �iry Address: i30oi 6 Mar final w Date Called: 12.-1 -o* Special Instructions: Date Wanted: �+ , I a.m. l� p.m. ZZ Requester: �� v Phone No: 206 2 W o Approved per applicable codes. 1:1 Corrections required prior to approval. l3�r P� i i } i t i COMMENTS: ZZ i? vY �� v 1 i cJ� S" ud v Inspector: /1, ` Date: 12, (�v L I $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 C . 5 00 to 0 W_ �LL WO LL Q N= =a �W Z= �O W ~ W U ON OH W H U- O Z W U_N O Z i i INSPECTION RECORD l 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 ect: /� 72 G 40 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. J1 o p.m. Requester: 2' 4 Phone No: Approved per applicable codes. M Corrections required prior to approval. • L 1.. . W/ W07 fflAW TEV'MM r , Mrzj l X 11 . CAM % i ENWR :7 Inspector: 0/ t Date: �� 0 $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: L I), z Z w 00 N J = TLL w LLQ cf) = �w ' z ►- O z I— 25 U� O� OH wW ~U L O z UN O z INSPECTION RECORD Retain a copy with permit " INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7 Pro'ect: Type of Inspection: Address: Date Called: 9 " 9 0/ F' a Special Instructions: Date Wanted: 1 4 a.m. p.m. Requester: �N �tLv Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I111 010 i w S4 M ispector: Date: � X47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -5 l IKecelpt No.: IUdIC. ` � 1 � .s ` � ' "'; r W ... �."' �= t} i. �n; a'. t� ,..�.iM.+'A!'.L."rY.'*.i.G. `'H �•. °r.,.�,7, :fi :, �:r Z W OC � UO Co in J � CO U - 0 J L� Cf) = W f- ZI.— H O w LLJ �O 0 (j) 0 f- WW HL) O W Z U= O Z ( ., . .. , t � INSPECTION RECORD //\\ i Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P't: r. L) A Type of Inspection: fix- H Address: Date Called MY o a Special Instructions: Date Wanted: ////0 a.m. b P.M. ' /, Requester: 0/t.,,n vA ,V e' 19 Phone No: ❑ Approved per applicable codes r �Lh Corrections required prior to approval. COMMENTS: ; OA f ,v 2 6" Z-) ' /, l % VA l .4-IA 1) d '. u,#r m YQ 1F Inspector: Date: ll ll U ;4 1.UU KtINbrtL I IU htt KtQUIKtu. rnor to Inspection, Tee must o paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' Receipt No.: Date: z z " W JU UO CO W = CO L WO 9-1 to T �-W z F- i— O W �5 U� ON 0H WW W Z w co O z 5, 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' ct: f - (.a ;1 l ' 1i Type of Inspection: W hJt Address: Date Called: Special Instructions: V I Date Wanted: D a.m. / 2 " S1 6 tj p.m. Requeste Phone No: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ,r Date: L � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r L ceipt No.: Date: Z Z �W QQ JU UO N13 W = � WO LL N :n = W Z I— O W �5 U� N 0 F- W W. H� W Z LU U= 0 Z Inspector: ,r Date: L � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r L ceipt No.: Date: Z Z �W QQ JU UO N13 W = � WO LL N :n = W Z I— O W �5 U� N 0 F- W W. H� W Z LU U= 0 Z i INSPECTION RECORD Retain a copy with permit �7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Project: Type of Inc { u Approved per applicable codes. Corrections required prior to approval. I .:1 1 COMMENTS: pq coon: - Add ess: r;'D i '�f MO / 1 "?J, t.e.'5 Date Called: /6 Special Instructions: /l. < /�`1 1 I �JS t - Date Wanted: a.m. p.m. Requester: Phone No: { u Approved per applicable codes. Corrections required prior to approval. I .:1 1 COMMENTS: dY U V M., A Y :S 111LIONGi(f 1=111111f, 1 - "Ans V -- - �i E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: --- ] t � ate: 1 Z �~ W 5 UQ to C0 Ill J = C0 L WO 9-1 LL Q co) =a F- W Z I— O W ~ W U� C0 O I— W LL O . Z W U= O 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 Pr2ject: Type of Inspection: A LVa A., o Approved per applicable codes. Corrections required prior to approval. W P T�P✓ r ;! i 1 J 1 1 I i it ?fit / ,. . Address: i Y09 ..,.rd 7 • Date Called: 6J r D Special Instructions: Date Wanted: a. m. Ic p.m. Requester: Phone No: o Approved per applicable codes. Corrections required prior to approval. W P T�P✓ r ;! i Inspector: $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: e z = F' s~ W W2 0 JU U0 W W �LL WO 2 9 J LL co a = W z Ir z O W 0 0 o I— WW H0 LO W z co O z 1 J 1 1 I i it ■j!JL;�;r' 1 1 ?fit / ,. . i Y09 ..,.rd 7 • / r Inspector: $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: e z = F' s~ W W2 0 JU U0 W W �LL WO 2 9 J LL co a = W z Ir z O W 0 0 o I— WW H0 LO W z co O z INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7ect ; r M AIAZ-711�n Type of Inspection: v) Address: J UI Date Called: etial Instructions: U Date Wanted: I a.m. L) 2. p.m. Requester: Phone No: Fl Approved per applicable codes. F1 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 1~ W U to 0. C0 LLJ LLJ �LL WO 9 -1 LL U)0 �W Z F- 1- O W h- �5 U ON oI.- WW H� �Z LLI U= O Z O MOM M 1 L , r MM � i-i } / ...� I L. �A.A 1 IT WA W1111111111 W1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 1~ W U to 0. C0 LLJ LLJ �LL WO 9 -1 LL U)0 �W Z F- 1- O W h- �5 U ON oI.- WW H� �Z LLI U= O Z INSPECTION RECORD Retain a copy with permit - R5 7 INSPECTION NO. P4EM IT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: I U t 0, of Insgec� ion: j ASicirtss. Date Called: �- Sp ci I Instructions: Date Wanted: , 'a m p.m. Requestgt:.--, 1 vl P one N 0 7 q - a Receipt No.: 7 — Z }�— Z � W aa � JU U to 0 w= MLL w J LL Q c d = w H Z� H O W !— �5 U� ON o�- w LL w Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00; Tukwila, WA 98188 (206)431-3670 Pr?4gt: Type of Inspection: 14 Address: Date Called: Special Instructions: Date Wanted: P.M. Requester: / 3 Phone nlu: 2A..)6 21 X L2 7 4 � j f I - — - Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: 4 � j 7 V zz' /9e-' CA A. r6 Z .4 If P, 7 5 14 V JAII /31 . ".J 9- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z 0 0 CO a co LU LU 2: J �- CO LL W O LL < n CY W 0 W ~ �- W LU 25 co O H H LU w LL - 0 Lii Z co O Z REMOVE 2S' CP EX CONCRETE RETAINNG ' TAX LOT Boeing Company WALL, RAILM4, M CN3, AND ADD The Boeing Cetnpony p1�AU n0 MIOR 1811 L . Marginal Way S. R � AbRWAL.T WARPED &MAC! W/ MAX a 0 a= 1 n 9 OLOPE OF 5%. , OSSWALx 1 ;� RELOCATE EX M CNS 1lEMlOVE EX. GATES (V M A I N L I N K i E N C E � , 1 A INiN A • NAIN LI NK [NC[ � �� A��BATE \ • * dM STORM LIrt ATpN ATION POLE W ALIGN WITW BUILDNG 1 , O w /c�wRD1rARL o q _ ° , - -- -- ` 1 913' 7 1 3 A EX. CLIO CUT I lk Rvorrl~IRwijm >foFt. BUYER EXIT I P 2' IA." V IM FT ' le (7V eLDC. 4 FUCT'PR1NT . 5,410t SOFT b RAISED vAfA.T 1 KW. HT .43.4 n. 001M F.F. ` Q ° I �� 1r7�t REMOVE EX Poe BOLLARDS •.•� ` ` '1 C3 `, 0 Ow c> C=MC 1 NICLE STAGI 8 � . � PILE PRO Find Copy 8 ABOVE SLAB 16 1/2 A OR V w .,O s o.n. A o 111A. • Ap n ` r•••' EX. $L�7 t�N�r;,rww;;�rj•Yl..t 0 � + , EX SLATS J � V o w p I PROVIDE A SI R1 m*vv y • . PROVIDE ASPHALT x/81 � SU� bD PJ7101'S and OA1�� � •'''', � � j • 1 EDGE TRANSITION P IApprowal of does 4 SLAB 16 1/2 OR EDGE TRANSITION IF a i %\,% & 0 ,,� 0 GREGREATER MIQ 10 abw Of any adopted code Or ordinance. �e� r \ y i p , • W r I I GR EA T ER lof �� � u°ooR ADJACENT gURFACE. AG TER ABOVE fnMed and Is , : BuYER ENTRY 1 NICLE ST A ADJACENT SURFACE. '. EX FENGMG '�` EXISTING CUQB CUT Q r i • t IBUILDW 3 .: PULL •oUT/ O ' 6� .A . \ ` -•• BUYER PARICIN�s IE a aiP E-5. � t0 DE REMOVED, O N 1 I T 1133) = PATCH W ASPHALT. i m ' E 8' NEW STRIPING : AL.L CNAPILINC TO t f ° I PAIR R 'GATES. N BUILDING FOOTPRINT AREA - 21 5,400 ! So. FT. I � ❑ � �` ` TOP Of W IIAlL � l , BUILDING HEIGHT- 25.1 ABOVE F"SH FLOOR ` �; DIATION -a 15.17 FEET (N61ID29) �+J 9 ....... # \ , APPROX 200 SETBACK ----- w•.�. .-•....._.. »••»..•O -•. ........____.�...,....._....... NEW bfDEWa.K tW a FR MHw .. ._...__....•......_..........,, _ __- _. IEpCKERY A6 REC�u14ED. t ` ........., RESUCLIRE ° sirs CA ARDRAILS, TYP. I n1 0 ° PROPME ❑ � •„� CA o ► r` r � � .� �► � O 4 .9 : .f. � ENCL CUAROINAL GUAR R A I •'r:' +: •; C R AV :.. '<ri:a" — — !ty _ 7 ❑ �, o WATER •• • ,f:::.;'�i . �„ C3 / �c EMPLOYEE/ QUA EX �� a 11011 1 I �. REMOVE FEN�i� "TO t � r- w. -12� 4 Y A 0 D R A I l � _ � � R i.. i ` j W7 ENTRY ,0 EX ISTING CUSS CUT ° RECESS ��• -- , s J 1 v Z 'PATCH W/ ASPHALT � — — -- -fl � _ ._ r. .. t TRANSITION W/ ASPHALT ~� O DOC.IC AREA REMOVE EX CONCRETE WALLS 8U8 FOUNDA f � ° � � r, � M � f — CD I IE is' CNC E -337 ° ON t W, ADD &JARDWAIL ON .14.4y X, gl,,gg I NEW GATE �► ;� t J: ' K E, flit CN \ $OUTH TO MATCH. 111491OVE EX PAIR Im -m �' V) rx K�� Q ftooR•1e.9s In 1 oN) r(orl I a PAT ASP 4&T FOR 1 PONOR POLE K \ J N N wALIA 3 - 11MI�E o o vIDE pm CONCRE NEW WATER LIKES ,`, "; 1 1.i`/ p 1 TE � �, W ❑ k ° SLAB EDGES /w i J o NEW PEDESTR,ar To , Q o O .SEP F.X1T BRIDC# J / ,� W 0~ 00 t e ROOD ELEV ATION B. t INSTALL NEW \ MATE PERMr 00 "% ❑ O / Z p a �` GIUARDRAIL ..3..6« '� /P o Q I ' REMOVE Ex O �: 1 4 , . � / , •`, �,, O X cv Lj `] ' AT EDGES OR] AUCTION YARD , . .� �', f�' = Q 04 V) W> m HIGH WATER LNE- 4.5 : FEET � � FENCING � XISTMG ' d LA. � 1 E SLAB. cr alechanical NEW � � \ ...�••.... • ._ (n $ � � V FENCE , Electrical 0' TALL C14AINLINC--�� ' oat` I( PlUmbin � m t CONC. RETAIN. ACTIVATE ,,� ................... FENCE TE EX LIG14t , r •• .. . � Gas PJ 'n � Teo+' ►� T O REMAIN P' 9 CNAINLW VEWICLE DROP STANDARD r1MIhMr I ATC14 EX) AREA I FIXTURE. E� I A_R „,•.• r• r Z� Of Tuk :a `, ` �, cis ,d �l.DDMG DNW OH NEW GATE -PAIR C HA I NLI ` _ •_ NCE ALONC PROPERTY LINE ON ROLLERS DROP z ENTRY w \ dim M 01011 M �l to tM See” i NEW GATE O No di I d � PAIR 10 1, IV TA LOT No. 5 -0010 ::LCd�csrii� Cluldo" CcNTA►IHER PROPERTIE5 ON ROLLER,3 ', • wo a mw on 9229 E. Marginal Way ... ft7 R 1 mm i�E �. G ATE �,.• E=04 NOTE. 1eNaw Nesl Tu mila, WA 98108 I •'�o' RFr Pt �-- IFpR GATE TO 8E � NEW CrA Z � Eo f LEGAL DESCRIPTION A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT NO. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH UNE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SOUTH 15' 00' 00" EAST, 456.1 FEET ALONG SAID ELY MARGIN TO A POINT; THENCE EAST 1574.72 FEET TO THE WESTERLY UNE OF SAID EAST MARGINAL WAY SOUTH; THENCE NORTHERLY ALONG SAID WESTERLY LINE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWA CO MPANY , ET AL, BY DEED DATED MARCH 7, 1957, RECORDED UNDER KING COUNTY RECORDING NO. 4784818. ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT 2 AS SHO WN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL NAY SOUTH, WHICH POINT BEARS NORTH 89' 15' S4" WEST, 2470.01 FEET ALONG THE DONATION CLAIM LINE AND SOUTH 2S 40' 59" EAST 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE LINE BETWEEN THE DONATION CLAMS OF FRANCIS MCNATT AND HENRY VAN ASSELT W ITH THE EAST UNE OF SECTION 33 TOWNSHIP 24 NORTH, RANGE 4 EAST, W M., IN KING COUNTY, W ASHING TON; THENCE WEST 1574.72 FEET TO THE EASTERLY UNE OF COMMERCIA WATERWAY NO. 1; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HEREIN AS POINT "A" FOR SUBSEQUENT REFERENCE; THENCE SOUTH 23' 02' OO EAST, 46.03 FEET; THENCE EAST 561.38 FEET TO THE WESTERLY UNE OF EAST MARGINAL, WAY SOUTH; THENCE NORTH 23' 40' 59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY, ET AL, BY DEED DATED MARCH 7, 1957 AND RECORDED UNDER KING COUNTY RECORDING NO. 4784818. aid aryl Irrllde a�+� SITE PLAN -TI SCA -- I "•b0' -0' SCALE I" PROJECT INFORMATION TAX ACCOUNT NUMBER SITE ADDRESS 542260 0060 - 03 8801 EAST MARGINAL WAY CALCULATED LAND AREA SEATTLE, WA 98108 1,061,980 i SO. FT. [or 24.380 t ACRES] CURRENT OWNER PACCAR, INC., A DELAWARE CORPORATION LAND USE GOVERNING JURISDICTION CITY OF TUKWILA, WAS HINGTON FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F PANEL 645 OF 1725, DATED MA 1 6, 1995 MOST OF THE SUBJECT PROPERTY IS IN ZONE 'X" - "'AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN" A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100 -YEAR FLOOD BASE FLOOD EVEVATIONS DETERMINED - 8.4 FEET (SEE DRAWING). NOTE 1. FIRST AMERICAN TITLE INSURANCE COMPANY COM MITM E NT NO. 845371 (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TITL INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. � f R�� Co PAIR Im'•O" 'C� � �p1.1P` LOCKED ' S ^ c�� ON mau-ERS peon lu,,. N z 0 �jlls mms" 24 SITE NOTES: ���t�, �- -. BUILDING ANQ SGE ST„Tl�► ST1CS EGA SCOPE OF WORK CUT OFF F "D 1 FENCE POSTS BELOW SURFACE AND PATCH WITH ASPHALT AS NOTED AND BUILDING CODE. IBC 2003 REMOVE INTERIOR NON - BEARING PARTITIONS, CUT OPENINGS Qi AT ALL REMOVED FENCING ZONING: MIC H IN EXISTING CMU WALL FOR NEW DOORS, INSTALL NEW ( 2) RE- ATTACH AND SECURE ALL EXISTING SITE AREA: 1,061,980 SF 24.38 ACRES ) NON - BEARING PARTITIONS, NEW FINISHES SUSPEND NEW SUSP N a t w i t q GUARDRAILS, FILL IN AT ANY GAPS. SETBACKS: FRONT 20' WITH NEW LIGHTING, MODIFY RESTROOMS FOR CEILING EILING 81UTY. 3) ADD ASPHALT TO FEATHER OUT EX. SLABS SIDES 0 TO ADJACENT SURFACES IF OVER 1/2w 0 Z i PATCH ANY REMOVED UTILITIES, AND PATCH MAX. HEIGHT: 125' W ANY OPEN AREAS AND AS NOTED. CONTRACTOR LANDSCAPE: FRONT 5' TO LIST S.F. OF AREAS INCLUDED. SIDES 0 RE- ATTACH EX. GUARDRAILS, PROVIDE ASPHALT REAR 0 TRANSITIONS TO EXISTING SLAB EDGES, REMOVE OLD PARKING REQUIRED: OFFICE: 3.0/1000 USEABLE FENCE POSTS, BASES OR CUT BELOW SURFACE N CE 0 P ATCH 4. WAREHOUSE: 1/1000 USEABLE WITH ASPHALT. 2 •� �y F 0 PROPOSED USE OF SITE: SALVAGE AND WRECKING OPERATIONS WITH ASSOCIATED ADMINISTRATIVE OFFICES. z w BUILDINGS QESIGNATION QCCUEM CY 5 - CON5L GQNST, TO REMAIN: BLDG. A 8 13,973 SF V -B BLDG. 8 CHANGE TO B W AUTO SHOWROOM 215,400 SF 0-8 E' w BLDG. E F -NO WORK 16,560 SF V -B BLDG. C F -NO WORK 1,764 SF V -B W BLDG. D E - NO WORK 5.461 SF V - B CRY OF TVI�yVM j v) TOTAL 253,158 SF O BUILDING A KC ®s M4 SECOND FLOOR: B (NOT OCCUPIED) 13,973 SF V -8 PARKING- PROPOSED 197 STALLS (INC. 7 N.C.) PEii '� �E� �" II�r1 co w BUILDING N OTES : TI BUILDING 8: TO BE CONVERTED TO VEHICLE SHOWROOM 1�c � � BLDG A BUILDING A: TO BE REMODELED ON FIRST FLOOR ONLY (NOT OCCUPYING SECOND FLOOR) WITH INTERIOR NONBEARING PARTITION REMOVAL AND NEW INSTALLED. NO CHANGES TO HEATING AND COOLING, MINOR DOOR ACCESS CHANGE TO EXTERIOR. S D.I—A—TI "SITE PLAN BASED ON SURVEY BY BARGHAUSEN (10- 31 -03) NWKS 'T- 410opxnorNelCAO'120041041a IneWWM AuebwWWOOng A%MI-XTi.ftS SD-1 1,1 • LEGEND, P POWER vAtnt Svc ( N=) 1 + �NCMrARK LuMIw RE MIM f {] Ymc UGHT + SECTION CORNER (AS NOTED) POWER METER • F'Ol1ND ROW /CAP (AS NOTED) ® d E'OUNO LEAD /TACu "T10N�BOX (AS NOTED) UTILITY MAFNW (AS NOTED) SURVEY 40NTROl ST ATION ❑ CATCM 9ASN (CO) ASPHALT C STORM WO+oA,E ( Sale+) O SANRARY SEWER MANHOLE (zw) .' •• • • o SAWARY SEWER CI~ (SSCO) ® CAS METER v.i'i ~ ,;,: 6RA11El CAS WILVE — w - ---- -- w WATER UNE D4 MATER VALVE ( SAMTARY SEWER LINE ,IQ FIRE M'DRANT (FM) STORM DR~ UNE WATER MMOW _ a — a — GAS LINE IB wATER mra ---- -nom) --- TELEP+IoNE UNDERGROUND Puc) -- POWER UNDERGROIMD WELL •"'•-- - ►(oa)— POWER OVER" X ...- -- C UM( FENCE A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT NO. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH UNE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SOUTH 15' 00' 00" EAST, 456.1 FEET ALONG SAID ELY MARGIN TO A POINT; THENCE EAST 1574.72 FEET TO THE WESTERLY UNE OF SAID EAST MARGINAL WAY SOUTH; THENCE NORTHERLY ALONG SAID WESTERLY LINE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWA CO MPANY , ET AL, BY DEED DATED MARCH 7, 1957, RECORDED UNDER KING COUNTY RECORDING NO. 4784818. ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT 2 AS SHO WN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL NAY SOUTH, WHICH POINT BEARS NORTH 89' 15' S4" WEST, 2470.01 FEET ALONG THE DONATION CLAIM LINE AND SOUTH 2S 40' 59" EAST 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE LINE BETWEEN THE DONATION CLAMS OF FRANCIS MCNATT AND HENRY VAN ASSELT W ITH THE EAST UNE OF SECTION 33 TOWNSHIP 24 NORTH, RANGE 4 EAST, W M., IN KING COUNTY, W ASHING TON; THENCE WEST 1574.72 FEET TO THE EASTERLY UNE OF COMMERCIA WATERWAY NO. 1; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HEREIN AS POINT "A" FOR SUBSEQUENT REFERENCE; THENCE SOUTH 23' 02' OO EAST, 46.03 FEET; THENCE EAST 561.38 FEET TO THE WESTERLY UNE OF EAST MARGINAL, WAY SOUTH; THENCE NORTH 23' 40' 59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY, ET AL, BY DEED DATED MARCH 7, 1957 AND RECORDED UNDER KING COUNTY RECORDING NO. 4784818. aid aryl Irrllde a�+� SITE PLAN -TI SCA -- I "•b0' -0' SCALE I" PROJECT INFORMATION TAX ACCOUNT NUMBER SITE ADDRESS 542260 0060 - 03 8801 EAST MARGINAL WAY CALCULATED LAND AREA SEATTLE, WA 98108 1,061,980 i SO. FT. [or 24.380 t ACRES] CURRENT OWNER PACCAR, INC., A DELAWARE CORPORATION LAND USE GOVERNING JURISDICTION CITY OF TUKWILA, WAS HINGTON FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F PANEL 645 OF 1725, DATED MA 1 6, 1995 MOST OF THE SUBJECT PROPERTY IS IN ZONE 'X" - "'AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN" A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100 -YEAR FLOOD BASE FLOOD EVEVATIONS DETERMINED - 8.4 FEET (SEE DRAWING). NOTE 1. FIRST AMERICAN TITLE INSURANCE COMPANY COM MITM E NT NO. 845371 (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TITL INFORMATION AND SUPPORTING DOCUMENTS. PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL MATTERS BEYOND THE SCOPE OF THIS SURVEY. � f R�� Co PAIR Im'•O" 'C� � �p1.1P` LOCKED ' S ^ c�� ON mau-ERS peon lu,,. N z 0 �jlls mms" 24 SITE NOTES: ���t�, �- -. BUILDING ANQ SGE ST„Tl�► ST1CS EGA SCOPE OF WORK CUT OFF F "D 1 FENCE POSTS BELOW SURFACE AND PATCH WITH ASPHALT AS NOTED AND BUILDING CODE. IBC 2003 REMOVE INTERIOR NON - BEARING PARTITIONS, CUT OPENINGS Qi AT ALL REMOVED FENCING ZONING: MIC H IN EXISTING CMU WALL FOR NEW DOORS, INSTALL NEW ( 2) RE- ATTACH AND SECURE ALL EXISTING SITE AREA: 1,061,980 SF 24.38 ACRES ) NON - BEARING PARTITIONS, NEW FINISHES SUSPEND NEW SUSP N a t w i t q GUARDRAILS, FILL IN AT ANY GAPS. SETBACKS: FRONT 20' WITH NEW LIGHTING, MODIFY RESTROOMS FOR CEILING EILING 81UTY. 3) ADD ASPHALT TO FEATHER OUT EX. SLABS SIDES 0 TO ADJACENT SURFACES IF OVER 1/2w 0 Z i PATCH ANY REMOVED UTILITIES, AND PATCH MAX. HEIGHT: 125' W ANY OPEN AREAS AND AS NOTED. CONTRACTOR LANDSCAPE: FRONT 5' TO LIST S.F. OF AREAS INCLUDED. SIDES 0 RE- ATTACH EX. GUARDRAILS, PROVIDE ASPHALT REAR 0 TRANSITIONS TO EXISTING SLAB EDGES, REMOVE OLD PARKING REQUIRED: OFFICE: 3.0/1000 USEABLE FENCE POSTS, BASES OR CUT BELOW SURFACE N CE 0 P ATCH 4. WAREHOUSE: 1/1000 USEABLE WITH ASPHALT. 2 •� �y F 0 PROPOSED USE OF SITE: SALVAGE AND WRECKING OPERATIONS WITH ASSOCIATED ADMINISTRATIVE OFFICES. z w BUILDINGS QESIGNATION QCCUEM CY 5 - CON5L GQNST, TO REMAIN: BLDG. A 8 13,973 SF V -B BLDG. 8 CHANGE TO B W AUTO SHOWROOM 215,400 SF 0-8 E' w BLDG. E F -NO WORK 16,560 SF V -B BLDG. C F -NO WORK 1,764 SF V -B W BLDG. D E - NO WORK 5.461 SF V - B CRY OF TVI�yVM j v) TOTAL 253,158 SF O BUILDING A KC ®s M4 SECOND FLOOR: B (NOT OCCUPIED) 13,973 SF V -8 PARKING- PROPOSED 197 STALLS (INC. 7 N.C.) PEii '� �E� �" II�r1 co w BUILDING N OTES : TI BUILDING 8: TO BE CONVERTED TO VEHICLE SHOWROOM 1�c � � BLDG A BUILDING A: TO BE REMODELED ON FIRST FLOOR ONLY (NOT OCCUPYING SECOND FLOOR) WITH INTERIOR NONBEARING PARTITION REMOVAL AND NEW INSTALLED. NO CHANGES TO HEATING AND COOLING, MINOR DOOR ACCESS CHANGE TO EXTERIOR. S D.I—A—TI "SITE PLAN BASED ON SURVEY BY BARGHAUSEN (10- 31 -03) NWKS 'T- 410opxnorNelCAO'120041041a IneWWM AuebwWWOOng A%MI-XTi.ftS SD-1 1,1 • B �r r C I 4� I 'VAUL STOR... OFFICE II z 3 4 5 6 i U1�48 ?C) 6E p � I �1 � y Ole 15NED () � Ole ff �� i II 11 �� i i WALLS 10 BE DEMOLISHED Ex. X- REM VE AND REM Ek. RAISED FL EX UMBMCs FILL 11'H PEA GRA L SELF- n n I� ACTING) AMp NEW LL _— _ — JJ 4" SLAB WITH MESH SLAB T BE DOWE.6 0 24" O.G. � DEMOL i I � II I � I ST IR II I EX X- BRACE . � • •. .. - •. . w•.' m , ,f- , � w, J'�,111i,'f1f : .} Mfry,r r, u '�✓ ,. .. ., •: • ".,..r ., :.. �,. �• � .- �� I «H� *'114• .;�� .i : {'�� .`.i r ',. r•� ya . 4:.�' ,a J w,M�.:i '.N. + :.f'►' , , M , i �6 i �' r t � . .:key 'w�w:ftlwr :,Y�l w Q11'. �!f � ;�: ��R�`:f.a. . LEGENO _ = WALL T BE REMIOVID 4 120 QUAD OUTLET / 01 EXIS WALL QUAD BOX FOR DATA/ u �z 'NE STEEL STUD WALL PHONE W/ PULL STRING { *V DOOR ING DOOR 0. 1 )VE DOORS DOOR SCHEDULE (USE 1 PIN BEST CORE S CLOSETS �2- 1 3,4,5,9,10, Y -0' X 1' -0" S.C. WOOD WITH HOLLOW METAL FRAMES (PAINED), WITH qt < 11,12,15,11,19, LOCKSET, CLOSER SMOKE GASKETS, WALL STOP. (ADD In SAFETY GLASS A 9 I 20 ;122 ;325, DOOR 9) C 289 8 rt I , M N ■ t ^� 6 3 -0 X 1 � -0 ALUM" FRAME W/ I SAFETY GLAZNCs, CLOSER EXIT BAR, �c « THRESHOLD, WEATHERSTRIP W ' Y F 24 X l -0 N HOLLOW METAL DOOR W/ 1/2 SAFE GLASS AND FRAME REMOVE IT AND (PANTED), EXIT BAR, CLOSER WEATHER STRIP AND THRESHOLD, DRIP ' SWITCH LER CAP, LATCH GU ARD. ; AND PROV NEW ... , 6WITCH1 .13 PAIR Y -0' X V -0' ALW,MOW STOREFRONT WITH NSULATED SAFETY' .. GLAZNG, ALIMNILIM FI?Ah'E TO MATCH EXISTING. MODIFY Cl RTAM WALLS o AS REQUIRED FOR NEW DOOR AND FRAME, 3 PONT LOCK SYSTEM, I UOSER, ((EITHER E R STRIP, THRESHOLD, SIGN "THESE DOORS TO REMAIN , ' ft0C*[> DURING BUSIPESS HOURS ". — _ ...11 Ib 3' - 0' X 1' SAC. WOOD WITH HOLLOW METAL FRAME (PAINTED), LOCK,5ET, WALLS TO EE DE�LI314ED N I �I .I �I 11ALLIr r fElIOLI114EII 0 SC ALE O'll 41 as Iro 1 241 140, N - O SCAL 1/8" • I' -0" . "L STOP, SILENCERS. ROOM XWEDULE 1 L R&10'VE ALL FIRST FLOOR VOTMG CAW V, CERAMIC TILE APO BASE M ALL AREAS EXCEPT MEN Cc �•- � ' REVIEWED Fp � WOMIEN RESTROO'1, RVIM ALL RESIDUAL GLUE, ETC, CODE COMPLI R 2 • E EXISTMG FIRST R OOR LrjWTMG AND DISPOSE OF PRlOPERLY (PCB BALLASTS) r i AN ,E 3. PATCH APO REPAIR ALL WALL$ ANO CEIL ING AREAS TWROUCOM FIRST FLOOR APPRO 4. SEE SINUICTUR4L FOR NO ML "WNGS: . S. PANT ONLY IN STORAGE AND P40 EID ATA JAN • 7 ?005 6. EX CELMG SYSTEr1 (CONCEALED SPLINE) • 4V AFF TO BE e Fe'lOVED. INSTALL NEW CELNCt 9 ' 1 C 1. NO WM UPSTAIRS. Ity Of Yu Was & PATCH, LEVEL AND PREP ALL FLOOR AREAS. C4 s PROVIDE 3'X3gc48' STAINLESS STEEL CODER GUARDS AT ALL OUTSIDE CORNER& B D 10. PAINTER TO ALL 16 40 OF TOUCW -UP AFTER TWANT MOVE -IN MCLUDE UW1►LI. PATCH APO PAINT. — — — R FeVVE OLD I NUM COND" ANO PIPES, EVEN UNDER C040". Q. I1MIOVE ALL OLD PHONE AND DATA AND SUWACE M OU3NTED ELECTRICAL. p CO , 12,3,4* A, FLOOR: NE1U C RTT AHD RUBBER BASE. °0 � 0 } UALLS. PAINTED GYP. .,� RE1"10VE SLAB - REPAIR .��I +c ���Aroi.IO.- cLEAru M = t° ; • . �- W 551pEW,4LK TO SLOPE �' NN cn 1 6, 25 FLOOR NEW vCT AND RUBBER BASE. oc • WALLS: PANTED GYP. BD. (EE). Q CEM: NEW SUSPENDED ACOUSTIC • #W-0" AFF. ; w cD >- • '�� 10 FLOOR: EX �, G.EAN AND RESEAL. ........ W % WALL&: GYP. BD. EX IM - PAM (F). J ' CE ED ACCOUSTIG TO 11@'1AIN (PATCH A REPAIR). W 0 F - ao pMl'1111t NOS. • I Z o Q } 13 fLOOR NEW CONCRETE, L*WT BROOM FINISH. X N Pled review a - WALLS: GYP. W. PAINT (F) INTERIOR UR RE -SAWN PLYWOOD EXIE�R V) 0 { wbjed tD EPMM aM IN& NEW EXTERIOR WME WEATHER RESIST. GYP. BD. +8' -2". + ftr&4al of coo Lv xti0l't doammt5 does not ` �� � I6 FLOOR- EX TO • PEW ; , _ : J 8nd Or ordtr�anoef A8 WALLS. EX GYP. W. RE -PANT. LV JA is �CEILMG� EXISTING TO F49UK d DY ,P2 FLOOR: NEW VCT Wfi%XI ER BASE (INCLUDE WALL TO SOUTH) I WALLS: GYP. BD. PANTED (EE). 0 - CEILING: NEW SUlSPENIDED ACOUSTIC 4W AFF. 232426 1 FLOOR. NEW VCT UTH M91BER BASE z . city WALLS: GYP. BD. PANTED (EE) w CEILING: NEW'&&"4DED ACOUSTIC • 4V -0'. PLACE F--� E--1 PHOTO- { WALL TYPES Eneenni CELL, PAINT RAILING I EXIS Em" z (BLACK), PAINT UNDERSIDE " - 64 3 We STEEL STUD (2%A) • 24 O.G. WITH 5/am GYP. BD. BOTN SIDE TO amENpm OF CANOPY WHITE w CE ILING ; NFILL W I �3 3 We STEEL STUD (20GA) • 24" OiC. TO STRUCTII?AL, WITH 5/8' GYP. 8D. EACH SIDE, �1 In TYPE $ DRYWALL SCREWS 8' OTC, AT VERTCA JOINTS AND I2" OC. AT FLOOR ' AND CEILING I AND MERMIATE STUDS, SOUND INSUL 10 U X X 3 We STEEL S1U0(20GA) • 24' OTC. TO &11RUJCTUAL, WITH 5/8' GYP. W. INTERIOR z 4 — TO 40-6 In TTPE S DRYWALL SCREA 8" Oa AT VERTICAL JOINTS AM 12' O,C. AT FLOOR AN CEILING RUNNERS APO INTER EDIATE STUDS, 14 RE - SAWN PLY OOD f E'AYE FL WOOD TRl1 ALL FOUR SIDES R- 11 AT V EKEXTERIOR, MSLL IoH, $. ON WARM SIDE OF NI MSILL 0 FINISHES: CARPET: l° HAAW COUTURE 30912 STEEL Ws BEAUTY COLOR q2S00 VCT: ARMSTRONG SVOI z Q M13M BASE: ROM BLACK W 0EET VINYL: ARMSTIRONG SEAGATE 46526 OYSTER z FRP FULL LAMINATES: OVER COUNTER: W Emo o--+ TOP (PI) WILSON ART 4622 -60 GREY NE19LLA (INCL. dACICOPLA&V 14E IG 4T FACE (P2) WILSON ART 2902 -60 CHARGREY SUEDE 12 RESTROOM: COUNTER (PI) f. PARTITIONS (P2) EXTERIOR WORK d NEW D z DO OR L POWE WARN EXTERIOR OF 19W LDING, CLEAN BRICK WNDOUb, FRAMES, ETC. W .088Y REMAIN LOCKED 2. RE -CAULK ALL JOINTS (WHXW TO dRICKC DOOR JAMBE, E - PENETRATIONS, ETC) AND INSURE WATER T*WT FACILITY. W �•^ 3. CONSTRUCT NEW EXIT 5108 LK TO ADJACENT GRADE • VU 'SLOPE MAXI11UM WITlrI 34 OF RAILING. PROVIDE ROCKER(' AS RE(ZJIRED W i 4. CONSTRUCT N OU "CGNAIETE DIRIDGE' AT NEW EXTERIOR EXIT DOOR, FLUS' N TO ASPHALT. 5. CONSTRUCT CONCRETE RAMP AT DOOR 13 WITH LANDING AND 1 /70 SLOPE. J4� o Cn <04 GENERAL NOTE: 3 +Q . ADD: P:10LD REM Q I AT I co w ON �kR d '--� CC) V) Uri• #' 0 In• SEE T• I -3• A FOR NOTES AND SPECS NEW STOREFRONT SEE BLDG A T( 0. T _ REPLACE BROKEN WINDOW S 0 4' 8' 16' 24' 32' 40' SCALE Ira" • I' -m — 4 a - It 4 N FIRS? FLUOR PL,4N �1Da RAMP (*I&' any n NEW .. — h .Lsi1r0 BE isWEi to tp FIRST FLOOR DE PLAN `- RAILING •34" 1 AMM aoao W pbn raw li { • sm • ! s * tow I*b at e• {• ` ! Y ** ' - 1 •. . _ _ ... ... < V V E EXIE I WALLS TO EE DE�LI314ED N I �I .I �I 11ALLIr r fElIOLI114EII 0 SC ALE O'll 41 as Iro 1 241 140, N - O SCAL 1/8" • I' -0" . "L STOP, SILENCERS. ROOM XWEDULE 1 L R&10'VE ALL FIRST FLOOR VOTMG CAW V, CERAMIC TILE APO BASE M ALL AREAS EXCEPT MEN Cc �•- � ' REVIEWED Fp � WOMIEN RESTROO'1, RVIM ALL RESIDUAL GLUE, ETC, CODE COMPLI R 2 • E EXISTMG FIRST R OOR LrjWTMG AND DISPOSE OF PRlOPERLY (PCB BALLASTS) r i AN ,E 3. PATCH APO REPAIR ALL WALL$ ANO CEIL ING AREAS TWROUCOM FIRST FLOOR APPRO 4. SEE SINUICTUR4L FOR NO ML "WNGS: . S. PANT ONLY IN STORAGE AND P40 EID ATA JAN • 7 ?005 6. EX CELMG SYSTEr1 (CONCEALED SPLINE) • 4V AFF TO BE e Fe'lOVED. INSTALL NEW CELNCt 9 ' 1 C 1. NO WM UPSTAIRS. Ity Of Yu Was & PATCH, LEVEL AND PREP ALL FLOOR AREAS. C4 s PROVIDE 3'X3gc48' STAINLESS STEEL CODER GUARDS AT ALL OUTSIDE CORNER& B D 10. PAINTER TO ALL 16 40 OF TOUCW -UP AFTER TWANT MOVE -IN MCLUDE UW1►LI. PATCH APO PAINT. — — — R FeVVE OLD I NUM COND" ANO PIPES, EVEN UNDER C040". Q. I1MIOVE ALL OLD PHONE AND DATA AND SUWACE M OU3NTED ELECTRICAL. p CO , 12,3,4* A, FLOOR: NE1U C RTT AHD RUBBER BASE. °0 � 0 } UALLS. PAINTED GYP. .,� RE1"10VE SLAB - REPAIR .��I +c ���Aroi.IO.- cLEAru M = t° ; • . �- W 551pEW,4LK TO SLOPE �' NN cn 1 6, 25 FLOOR NEW vCT AND RUBBER BASE. oc • WALLS: PANTED GYP. BD. (EE). Q CEM: NEW SUSPENDED ACOUSTIC • #W-0" AFF. ; w cD >- • '�� 10 FLOOR: EX �, G.EAN AND RESEAL. ........ W % WALL&: GYP. BD. EX IM - PAM (F). J ' CE ED ACCOUSTIG TO 11@'1AIN (PATCH A REPAIR). W 0 F - ao pMl'1111t NOS. • I Z o Q } 13 fLOOR NEW CONCRETE, L*WT BROOM FINISH. X N Pled review a - WALLS: GYP. W. PAINT (F) INTERIOR UR RE -SAWN PLYWOOD EXIE�R V) 0 { wbjed tD EPMM aM IN& NEW EXTERIOR WME WEATHER RESIST. GYP. BD. +8' -2". + ftr&4al of coo Lv xti0l't doammt5 does not ` �� � I6 FLOOR- EX TO • PEW ; , _ : J 8nd Or ordtr�anoef A8 WALLS. EX GYP. W. RE -PANT. LV JA is �CEILMG� EXISTING TO F49UK d DY ,P2 FLOOR: NEW VCT Wfi%XI ER BASE (INCLUDE WALL TO SOUTH) I WALLS: GYP. BD. PANTED (EE). 0 - CEILING: NEW SUlSPENIDED ACOUSTIC 4W AFF. 232426 1 FLOOR. NEW VCT UTH M91BER BASE z . city WALLS: GYP. BD. PANTED (EE) w CEILING: NEW'&&"4DED ACOUSTIC • 4V -0'. PLACE F--� E--1 PHOTO- { WALL TYPES Eneenni CELL, PAINT RAILING I EXIS Em" z (BLACK), PAINT UNDERSIDE " - 64 3 We STEEL STUD (2%A) • 24 O.G. WITH 5/am GYP. BD. BOTN SIDE TO amENpm OF CANOPY WHITE w CE ILING ; NFILL W I �3 3 We STEEL STUD (20GA) • 24" OiC. TO STRUCTII?AL, WITH 5/8' GYP. 8D. EACH SIDE, �1 In TYPE $ DRYWALL SCREWS 8' OTC, AT VERTCA JOINTS AND I2" OC. AT FLOOR ' AND CEILING I AND MERMIATE STUDS, SOUND INSUL 10 U X X 3 We STEEL S1U0(20GA) • 24' OTC. TO &11RUJCTUAL, WITH 5/8' GYP. W. INTERIOR z 4 — TO 40-6 In TTPE S DRYWALL SCREA 8" Oa AT VERTICAL JOINTS AM 12' O,C. AT FLOOR AN CEILING RUNNERS APO INTER EDIATE STUDS, 14 RE - SAWN PLY OOD f E'AYE FL WOOD TRl1 ALL FOUR SIDES R- 11 AT V EKEXTERIOR, MSLL IoH, $. ON WARM SIDE OF NI MSILL 0 FINISHES: CARPET: l° HAAW COUTURE 30912 STEEL Ws BEAUTY COLOR q2S00 VCT: ARMSTRONG SVOI z Q M13M BASE: ROM BLACK W 0EET VINYL: ARMSTIRONG SEAGATE 46526 OYSTER z FRP FULL LAMINATES: OVER COUNTER: W Emo o--+ TOP (PI) WILSON ART 4622 -60 GREY NE19LLA (INCL. dACICOPLA&V 14E IG 4T FACE (P2) WILSON ART 2902 -60 CHARGREY SUEDE 12 RESTROOM: COUNTER (PI) f. PARTITIONS (P2) EXTERIOR WORK d NEW D z DO OR L POWE WARN EXTERIOR OF 19W LDING, CLEAN BRICK WNDOUb, FRAMES, ETC. W .088Y REMAIN LOCKED 2. RE -CAULK ALL JOINTS (WHXW TO dRICKC DOOR JAMBE, E - PENETRATIONS, ETC) AND INSURE WATER T*WT FACILITY. W �•^ 3. CONSTRUCT NEW EXIT 5108 LK TO ADJACENT GRADE • VU 'SLOPE MAXI11UM WITlrI 34 OF RAILING. PROVIDE ROCKER(' AS RE(ZJIRED W i 4. CONSTRUCT N OU "CGNAIETE DIRIDGE' AT NEW EXTERIOR EXIT DOOR, FLUS' N TO ASPHALT. 5. CONSTRUCT CONCRETE RAMP AT DOOR 13 WITH LANDING AND 1 /70 SLOPE. J4� o Cn <04 GENERAL NOTE: 3 +Q . ADD: P:10LD REM Q I AT I co w ON �kR d '--� CC) V) Uri• #' 0 In• SEE T• I -3• A FOR NOTES AND SPECS NEW STOREFRONT SEE BLDG A T( 0. T _ REPLACE BROKEN WINDOW S 0 4' 8' 16' 24' 32' 40' SCALE Ira" • I' -m — 4 a - It 4 N FIRS? FLUOR PL,4N �1Da RAMP (*I&' any n NEW .. — h .Lsi1r0 BE isWEi to tp FIRST FLOOR DE PLAN `- RAILING •34" 1 AMM aoao W pbn raw li { • sm • ! s * tow I*b at e• {• ` ! Y ** ' - 1 •. . _ _ ... ... _ � r. � � ra) rck) ( 4 LE Ext! ILLtH A M. EXIT 5*14 IW EMERGENCY PATWWAY ILLVINATION 2' X X NEW OR RELOCATED 3 -TUBE FLUORESCENT- P1RIVUTIC 2'X 4' NEW OR RELOCATED 2 - TUBE FLUORESCENT -PR SMATIC N1. NKsNT LIGWT 9 WTCN 6 3 WAY SWTCN 0 RECESSED COMPACT FLUORESCENT L*W FIXTURE 25 WAr1S T c ovS NQ M N HEAT I S VIA GAS, NO ELECTRIC MEAT ALLOAM 2) PROVIDE VAPOR ON ALL WALL TO TWE WARM SIDE 3) CALK AND SEAS ALL OPENWA TO OUTSIDE OR 6"4EA'ED SPACES NCLUDNG HEATHER- STRIPPNG AT ALL EXTERIOR DOORS. A) MAXIMUM ALLOWABLE LOAD FOR SWITCH IS Oft OF 21V AP'IP CIRlCUIT b) PROVIDE DUAL LEVEL SWATCNNG N ALL R0016 ADJACENT TO V TER am"A LIG+4TIWJ CALCULATION ei i n ►& I weTTaG� OFFICE: t2o02SF X IZWATT/SF . 15,363 WATTS 2x4' MOE T -O RECESSED FLUORESCENT RECESSED C01PACT FLUORESCENT 7`4' 3TUBE TO FLUORESCM " WATT X D FI 13 ins 25 WATT X I FI 8O WATT X 131 F(XRJRES t2 TTS TOTAL .13,016 WATTS S 3 i a . r EVIEWE� IFO CE Df- too t Me 2 3 Zoe .-- -1 uK. 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T-3-A V r � I C Z..J 0 txq 07/01/2004 0825 ckm WK ST -4 /CAD /2004 /0418 /BUILDING A T1A T4Afdw0 r M if +M�t'�, fr�il�d�►at �+. Y• 1 . R f • 1 l 1 4 f. I f ' 1 S • 1 • t 1 i 1 t 4 , t W 00 J o Q i N W W.- V) o) W z a ° Emm4 0 z 041:4 W CO x� <z o� 2 F+ .a E z W a wE � CO �Q co w < � 1 m co BLDG A TI T-3-A V r � I C Z..J 0 txq 07/01/2004 0825 ckm WK ST -4 /CAD /2004 /0418 /BUILDING A T1A T4Afdw0 r M if +M�t'�, fr�il�d�►at �+. Y• 1 . R f • 1 l 1 4 f. I f ' 1 S • 1 • t 1 i 1 t 4 , t W 00 J o Q i N W W.- V) o) fa ATTACH BO?TOI"I TRACK TO CONG. FLOOR W/ POIWER DRIVEN ANCNORS AT 14' O:C. --- 2 V1 MOM 84 • CARPET ---- W 9ULE.. I-N' . Y.p EX cru WALL CAULK NEW aLuMHn� aTO�racNr CA Z� 4i IL 121000 CLEAP ����, , MATCH EXIST TIP''EL AL LM I 5/8" GYP. BD 80T'W SIDES STEEL ST106 SE CTION SCALE: 1 .1/1 " Is 1' - 0" SECT_ T " T J SECTION 1 7 ) 5 W — .A — L Q E: WP 1020 ONE LAYER IW4" PROPRIETARY TYPE X GYPSW PAItELS INSERTED BETWEEN 2 -1/2" FLOOR AND CE IL LNG R,t4NERS WITH ' TAB-FLANGE SECTION OF 2 -1/1" STEEL I STUD BETWEEN PANELS. t JAMES HARDIE GYPSLM c WP 1200 ONE LAYER 5/8' GYP. BD. EACW SIDE OF 3 -5/8" STEEL STUDS EX CEILII 24' OTC. WITH 1" TYPE S DRYWALL. SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.C. AT FLOOR AND CEILING RUM AND REMON INTEIQMEDIATE STUDS CEIL N GRID, IRV NEW CE GRID SCALE: 1 -1/2" ■ I' -m" he# wA4D RAIL •34' AFF. NOTE: SUPPMWJ Wwas TO BE 8 9 GA. • 4' -0" 0/C CGNECTED TO DOTTOM Ct~ m OF TIMM IU/ 1 V4' EYE SCIlE O. &IDED 10 MIN. N CRO S RHIER MAN RUNNER - SECTION IN NSULAT'ED GLAZING N ALt3"1114,1"1 T*11HAL BREAK fRAME NOT TO SCALE EXPANSION JOINT CONCRETE SIDED -ItEATFER STRIP 4 STOP ALL1"1" STOREFRONT DOOR iW/ MLATED SAFETY GLAZNG 936 EXISTING WINDOW SYSTEM SECTION Al- .. ANTED PIPE RAIL ERTICAL.S - O.G. INSTALL '11 GA. WIRE CIQO% DRAC8IG N EA PL" OF MAN RLNaR @ I?'•0" on • 45 A SL,E N DOT14 DIRECTIONS W/TWE FIRST PM MTNN V -0 , FI101'1 EA. WALL JR CABINS ? - ELEVATION xau:u.•.rn ¢nAna WANDRAIL * WALL HANDRAIL 0 RAMPS 15 0 "--EJW'.rr MAL Ib ".r SCALE:3 /4 D" ,pETAL i r � FOR WALLS GREATER THAN 8'- ON N VDTH WITI4W AN INTERSECTING WAIL, PROVIDE l WIRES SPLAYED • 45' TO AN EYE gallEW • ROOF AND TOP OF WALL 5/8" GYP. W. (TYPE 'X' • FIVE RATED WALLS) ��- ACOUSTICAL BLANKET • SOUND IUALL. CAULK GYP. BD. TO FLOOR ALL SOI,D AND INSUL- WALLS ADJUSTABLE SFELF— UM PIJL.L P. LAM. COJM AND BACG�fPi. ADJUSTABLE SW TOE KICK V RUBBER BASE K' TWRE �/LD OFRENE ETS ONC. SLAB SECTION 1 I . 1 } j cm WAU. 1 WOLLOU METAL. DOOR WOLLow METAL JAMB CA" 5/8" GYP. BD. OVER R -h GATT NKL,ATION t 3 1/1" .STEEL STUDS • 24' OTC. NOTE: PADVIDE DRIP CAP • DEAD HOLLOW SCALE: I -In" " I' -0" i CABINET- ELEVAT 1] 6 • EXIST ' . .. , ' h.'. 'w' /.',rN'- '.'gP:flr- • V'4!'.: /'i/." -: •1►Z' +..iR/R.•. /! 1 A ` PLASTIC LAMINATE ON 2 LAYERS OF 3/4" PLYWOOD (PL. @V a • 3 " 1 t s. 45' PLASTIC LAMINATE � 8 M1QACE 6' MAx, OTC. � 2x4 V PLYWOOD TO FORM ISLOCKNG t GUSGET 45 iD S r W Y MOUNT POWER _ c k' AND PHONE , FLUSH AT An MDF (PL. 42 r NORMAL W M1r7W , • . 4 j r ' 5 cT ION SCALE: 1 -I/1" " I'-0" ' a •� � JECTION t• C U WALL CAULK I ' I"^ A RENEWED FOR CODE C PEA ! " +NOLLOW METAL DOOR- . S , n C7f •— 00 440UCW METAL JAMB C) c D 0 CAULK 00 ao �S�ON I M cD Z i q* N N co c0 3 . 0O N N i v �iJ W ILI -EXMRIO_R K XIS'. CMU - TERI W co SECTION I� SCALE: I•IR" • I'-0" Z O w— Q ELEVATION SECTION O x 04 = Q �W I t t� • V t TOP AND BOTTOM m RAIL IW 110i "# VERTICAL 0 8' OJG. MAX VAA all 1 PANTED Cs"KW z " RINGING MEOW Fr C] If E=NNN4 1 1 TT b" SLAB E mm, ; 1 t - W/ BLOOM FNISN 1 I .,,E 1 RECEIVED 1 s Ir CITY OF TI 1K W" � 1' •0' r 1 4 1 - AUG 2 0 2004 • Jo e OZ. �4 • Q' OTC. " pEpm i CENTER '4 K • 11' 0Z. 0 GA, GALV. d B DECK (14" cam) Q 3 Y. 1d OTC. a n � 8 z O urEEP MOM • 'S b • IB' OTC. 48 OTC„ DRAIN �L TO STREET SIDE � WINNOW t R 9 • • W C) CONT. z E mmmq 11 CODE: IS C. 2003 V SEATTLE APENDMENTS a LOADS: LL • 100 PSF SEISMIC ZONE 3 1 •� WIND 4D MPH, EXP 0 ' BOILS: Aftl E 2000 PSF .� CONCRETE: rc is 2500 PSI, 5 V2 S+4CIK MIX L~ , PEBAR: GRADE i0 KSI z W F CTION w V) # cn cn �W a co W co co BLDG A TI t T-4—A 1 i r � ' k t 11VVK8T- 110op�nlM�1f��1[�12004�041 • IrNUrsr1� Aur~ilo�1®uil�lp A1T1A- T411.�„ �, 11. nNUeotee P. Lin R TOP 4 FA LEY�t w FA MT ��1NQiM G &t vo JR CABINS ? - ELEVATION xau:u.•.rn ¢nAna WANDRAIL * WALL HANDRAIL 0 RAMPS 15 0 "--EJW'.rr MAL Ib ".r SCALE:3 /4 D" ,pETAL i r � FOR WALLS GREATER THAN 8'- ON N VDTH WITI4W AN INTERSECTING WAIL, PROVIDE l WIRES SPLAYED • 45' TO AN EYE gallEW • ROOF AND TOP OF WALL 5/8" GYP. W. (TYPE 'X' • FIVE RATED WALLS) ��- ACOUSTICAL BLANKET • SOUND IUALL. CAULK GYP. BD. TO FLOOR ALL SOI,D AND INSUL- WALLS ADJUSTABLE SFELF— UM PIJL.L P. LAM. COJM AND BACG�fPi. ADJUSTABLE SW TOE KICK V RUBBER BASE K' TWRE �/LD OFRENE ETS ONC. SLAB SECTION 1 I . 1 } j cm WAU. 1 WOLLOU METAL. DOOR WOLLow METAL JAMB CA" 5/8" GYP. BD. OVER R -h GATT NKL,ATION t 3 1/1" .STEEL STUDS • 24' OTC. NOTE: PADVIDE DRIP CAP • DEAD HOLLOW SCALE: I -In" " I' -0" i CABINET- ELEVAT 1] 6 • EXIST ' . .. , ' h.'. 'w' /.',rN'- '.'gP:flr- • V'4!'.: /'i/." -: •1►Z' +..iR/R.•. /! 1 A ` PLASTIC LAMINATE ON 2 LAYERS OF 3/4" PLYWOOD (PL. @V a • 3 " 1 t s. 45' PLASTIC LAMINATE � 8 M1QACE 6' MAx, OTC. � 2x4 V PLYWOOD TO FORM ISLOCKNG t GUSGET 45 iD S r W Y MOUNT POWER _ c k' AND PHONE , FLUSH AT An MDF (PL. 42 r NORMAL W M1r7W , • . 4 j r ' 5 cT ION SCALE: 1 -I/1" " I'-0" ' a •� � JECTION t• C U WALL CAULK I ' I"^ A RENEWED FOR CODE C PEA ! " +NOLLOW METAL DOOR- . S , n C7f •— 00 440UCW METAL JAMB C) c D 0 CAULK 00 ao �S�ON I M cD Z i q* N N co c0 3 . 0O N N i v �iJ W ILI -EXMRIO_R K XIS'. CMU - TERI W co SECTION I� SCALE: I•IR" • I'-0" Z O w— Q ELEVATION SECTION O x 04 = Q �W I t t� • V t TOP AND BOTTOM m RAIL IW 110i "# VERTICAL 0 8' OJG. MAX VAA all 1 PANTED Cs"KW z " RINGING MEOW Fr C] If E=NNN4 1 1 TT b" SLAB E mm, ; 1 t - W/ BLOOM FNISN 1 I .,,E 1 RECEIVED 1 s Ir CITY OF TI 1K W" � 1' •0' r 1 4 1 - AUG 2 0 2004 • Jo e OZ. �4 • Q' OTC. " pEpm i CENTER '4 K • 11' 0Z. 0 GA, GALV. d B DECK (14" cam) Q 3 Y. 1d OTC. a n � 8 z O urEEP MOM • 'S b • IB' OTC. 48 OTC„ DRAIN �L TO STREET SIDE � WINNOW t R 9 • • W C) CONT. z E mmmq 11 CODE: IS C. 2003 V SEATTLE APENDMENTS a LOADS: LL • 100 PSF SEISMIC ZONE 3 1 •� WIND 4D MPH, EXP 0 ' BOILS: Aftl E 2000 PSF .� CONCRETE: rc is 2500 PSI, 5 V2 S+4CIK MIX L~ , PEBAR: GRADE i0 KSI z W F CTION w V) # cn cn �W a co W co co BLDG A TI t T-4—A 1 i r � ' k t 11VVK8T- 110op�nlM�1f��1[�12004�041 • IrNUrsr1� Aur~ilo�1®uil�lp A1T1A- T411.�„ �, 11. CRY OF TUKWILA C?ENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION. WASHINGTON STATE DEPARTMENT OF ATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1998 EDITION. TOGETHER WITH THE LATEST EDTION OF THE CRY OF TUKWILA ENGINEERING STANDIIROS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. R SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT - OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (Z66) 433 -0179 MUST BE CONTACTED FOR A PRECONSTRU(,'TION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPUTE. R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SMALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE 1 -000- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS ATIVE SMALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SITE WORK IMPROVEMENTS SMALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 7. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CL EM AT ALL TIMES BY SWEEPING. WASI OF ANY TRAVELED SURFACE WILL NOT BE A1.1.0 So PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PIMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) 0 F S', t up Z;" FkV HMW (FH) - P(Uc)_______ PowER urDEwGRDI�o v�oM)- P�OwER 00"A EB WATER MAI�MNDLF _._._ X _ CFIAN LMT( FE)ICE • 'P' EXISTMI(i SPOT ELLbMTgNS • •••••••• • ZZ •........• DOM OONIM FL1E1t FAIR C FOU FLOW AW40W CONTRACTOR SMALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE MMSFMNCfON STALE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUYENU110N THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO NMC 332- 120. APPLICATIONS MUSE BE COMPLETED 91r A REGISTERED LAND SURVEYOR. APPl1G110lIS FOR PERMITS TO REMOVE MOfAlIEl/15 MAY BE 06DAM FROM THE WASHINGTON STATE OEPNt'1MEM OF NATURAL RESOURCES OR BY ooNrXInnc n+oR MICE er iWrraNE AT (xe) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S,E, P.O. BOX 47000 CALL BEFORE YOU DO OLYMPIA, "�'*'�'a, 90504-7000 UPON coMPUEnoN of ,cnor,, ALL MoIN,wo+rs DISPLACED, noMoM, OR DE51ROYm SHALL BE REPL/YCm BY A REQISTERm LAND SUINENOR. AT THE COST AND 1- 80o-424- .r�566 AT THE anEcnoN of THE ooNIRAciat PURSUANT TO REAUu►nows. THE OPPaov FORMS FOR a SAID raNUortAnM siwu ALSO eE nW n OF THE CON I WcraR. COVER SHEET - - - ...- .....,..`.'. • -• y►�- �r►�Ilw�.��"u -•r•A� ��r•• • •��• '+•.I�,,.�.�w•+ ,'.w• ,.. ... . ''> tiw. l+ rt �+. w,. a► w .•�a�u�Mii�7i °iiiAdWRU.. 4 +rM1MMICAr ` "O/iMl1` • MfIY vvA i r o m v i kmo� 1= 1mr uv m i) i yty.} t 1 19=100 Fr 1 A PORTION OF: THE FRANCIS MCNATT DONATION CLAM NO, A IN 8ECT10N 33, TOWNSHP 24 NORTH, RANGE 4 EAST, WJA., IN KING COUNTY, WASHINGTON N S I [AIM[= - TO REMAIN O � z ` OPP r w v 0000 a N j Z Ift 'OPP a m TAX LOT Na. 400 00343.; 1 The nceing C:ampany 6511 E. Marginal Way S q �•�����������- . seta• ��•• ��.. es�����eswr�, rw�����w.• ����w�� .�..���..�l.��r�wm r,.ow i ,. eum . , . • , , , . , . AW5 1 3m71 BUILDW D TO REMAIN r � • +. l 7 �• • yam. - 'i , -•. • •,, • • ••. . •1 ) • •: . '�• .` - •• 1 •:• •� ' .w. • '• I ••. ' •, '• gti;tifl,' M T ' :. • a ' • l , •' ••• y � '� / •�J�� . i . I � " r�' ~ /�3 .''r/�' � •.:.. .. >. 'v � ' .. i � • � • «: ' t..•Y .3i,..: i '-p ` •• •.• ::•. • '•� �.. • • � •. • �.. i ii , :�, { Ef: �t.t•. • ti : ; s 1 s •� .. -, -_: .• � 01 �I. •,roc %:.�• ������f�lrrr .� { >;~!� �`{ 4 I• n .. , .:. r ' i ILDING C TO REMAIN tsiLLNNG Ir A ll � 1. �� .l �� • It. ?�K. • 6 . •,� •. • .r.• BE r.► • 1 r Ir • • • 'I: .. ,, • I _• EX BUILDING TO REMAIN - r • EIU .�'.• •.. ... • Ap •:� R / • Ir l ow IL L •..� ",. ,, • . •► .•• 1 .. : w','; �„ • ,� .w. . .' �...... ' •• .aL. •�.I �L.ljr fr .��11.i!✓� ,r(11 _ r[ 'i q . •�. ' ,. •• a : • .� • �•�. S .: • • . f . w �� �T�"T ��_'n► +•�r•AR. �'••1�:. a • •.. -••-'" ••Y! t ��. - •� "; •• .� r • _ . • 1 t• ' .�` • • • • .•� �•• _ .•"!'.'ti. '•1i -r; r. 1- r ._ +.- •tt'ra ♦r.w..a w�.► aiL...lM�1y1. or • • t / .f \ • ` tom g 3 • i 'f T .'�'NK'. t • MANG • •. 1 • - - r x. 1 - ♦ { .� y..,, .:tt,. 1. ;k:.y <:. t • • �' a �•cr 1 u L Or67G [ ANN ELEVAT 4 f •. a f . : .., TION 8 - �f . •� FEET _ . nil , •• '.Q t :f �• N f N A Rrr f. ;i • w: i w► t � , .ak ;� •_.. :: � � T awn w sr •w• • Z {1.1{1{ �. N M / • 4.� „ . •. 1 E MEAN MEAN HIGH WATER 4. V UE St •: FEET - y ' � s # , v { yq,�� A. a • h s 4 • t { r • S • :fear`: ���� "1. •N • 1 f. k �` ` S n { 3 S• 44t 't• X e• N •3. c s t'A. y 3 yX� i •< •r•r � t• an --'S1 - • . 1058,f0• _ ... _ •••, ;�� 1• XilFft, C0 `v V N .• ♦.r.• 1r'M 981• ^•A �► : V r\ • V, V V V • GREAT NORTHERN RAILWAY COMPANY T ` , _ _ . • ET AL. E1Y DEED DATED MARCH 7, 1657 AND l RECORDED UNDER KING COUNTY RECORDING NO. 4784818• < t DATES OF SURVEYS S•m 1 g oo W E 34 2.M r FIELD SURVEYS BY CONSULTING INC. / 1 DECEMBER 1999, JANUARY 2001, & OCTOBER 2003. / ALL SURVEY MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME• HOFIZONTAL DATLAII - BAW OF EEEAF11" 8091 EET 1 I W2 PLAN VM DETMm NORTH AMERICAN DATUM OF 1927 WASHO CT ON STATE PLANE COORDMiY1TE SYSTEM - NORTH ZONE o .AREA THE MONUMENTED OFFSET CENTERLINE OF EAST MARGINAL WAY TAKEN AS North 22'32'07" viook t WMA r , r MIND W2 PLAN VEIN DUMw OF AFEA _ j a SURVEY JNFORMATION s � . L A PORTION OF THE FRANCIS MCNATT DONATION CLAM NO. 35, IN SECTION 33, TOMWW 24 NORTH, RANGE 4 EAST, WAL, IN KING OM M, WASOWM 9" THAT PORTION ,. OF TRACT NO. 3 AS SHOWN ON THE PARTITION MAP FLED IN CAUSE NO. 120001, OF } THE SUPERIOR COURT OF KING COUNTY. MORE Y CESMED • j AS FOLLOWS:- ON THE WESTERLY LINE OF EAST _ MARGINAL WAY 9otlTH, wwcH P�owT � .. LINES 167.68 FEET SOUTH OF AN ON WITH THE NORTH LINE OF SAID r •, 1 DONATION LAID CLAIM NO. 38; 111 t ' - 'THE NM NORTH 89 I W 16' WEST, 1409M FEET TO THE EASTERLY MARGIN OF WATERWAY NO. 1 (DUWAMISH WA79MY)• . THENCE SOUTH 1 S 00' OV EAST, 456.1 FEET ALONG SAID ELY MARGIN TO A POINT; . THENCE EAST 1574.72 FEET M TIC WESTERLY LINE of SAID EAST MAMNAL WAY sount THENM NORTHERLY IIILOIIG SAID WESTERLY LINE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. _ EXCEPT THAT PORTION THEREOF COI�NEYED BY MIOHSANTO CI11ME,AL COMPANY TO GREAT NORTHERN RAILWAY COMPANY, ET AL.. BY DEED DATED MARCH 7, 1857, � - wts - tttaA� RECORDED UNDER KING COUNTY NO. 4754818• i sor - TOP or W NA ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAN No. 38 IN SECTION 33 ar*TION - 15.17 F ET (NCAM) TOWNSH P 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHIN10M BEING THAT PORTION OF TRACT 2 AS SHOWN ON THE PIARTiTION MAP FILED IN CAUSE NO. 120001 1 k • OF THE SUPERIOR COURT OF KING COUNTY, WASHMWM MORE PARTICULARLY ± > . / 1 AS FOLLOWS: p ON THE WESTERLY LK OF ' EAST MARGINAL, WAY SOUTH, WHICH POINT AEC. No. 271 7257 BEARS NORTH 89' 15' S4' WEST, 2470.01 FEET ALONG THE DONATION CLAW LINE AND SOUTH 23 40 59 EAST, 468.77 FEET ALONG THE WESTERLY LMT OF EAST MAR MrAL ' WAY SOUTH FROM THE OF OF THE LINE BETWEEN THE DONATION CLAMrLS k FRANCIS MCNATT /AND HDIRY VAN ASSELT WITH THE EAST LIME OF SECTION 33 TOWNSHIP 24 NORTH, RANGE 4 EAST W.M. IN KING COUNTY WASHIparft , R }� THENCE WEST 1574.72 FEET TO THE EASTERLY LINE of OOM RCIAL WATERWAY No. 1; THENCE . EAST 1 1 053. o 'Q FEET TO A POINT DESIGNATED F�ENd AS POINT A FOR SUBSEQUENT REFERENCE;- r .. I ! 1 { • THENCE SOUTH 23' 02 00 EAST, 46.03 FEET, 1 THENCE EAST 561.36 FEET TO T HE WESTERLY LINE OF EAST MARGINAL WAY 9 . SOUTIot A • V 1r �. 17 1 � � � • • • A AS PER Boole 72, of Surveys, Pogo 222, KING CoUINTY RECORDS• # VEf�TICAL DATUiA - BIAISI3 OF ELEVATKM I NATIONAL GEODETIC VERICAL DATUM OF 1929 t I EKE- N OR**4& PROJECT BENC14MARK FROM 1988 SURVEY BY BARS CONSULTING ENGINEEIM f D 2 " .>r BRASS DISK SURFACE ON EAST SIDE OF 102nd St. BRDGE (DESTROYED) r XTIE BENCHMARK N TOP OF W NAIL SET ON EAST SIDE OF EAST MARGINAL WAY (SEE DRAWING) ELEVATION 15.17 FEET POWER VOW ® SIR METER �- SIGN SITE AMESS LLJMMrIAMIE ( UAL ) 8801 EAST MARGINAL WAY WC N O 1 METER R-0 YARD LK � �� � SEATTLE, VIA 96105 s;� " = -Cr ppWER POLE TAX ACCOUNT NumeEfl A UG 2 zo ® INArC110N BO( (CIS NOTED) ASPHALT 542260- 0060 -03 (D MR MANHOLE (CIS NOTED) FLOOD ��� �� � v �TION W GTCH BA611N (C8) s OONCIE FEDERAL EM0W4CY MANAGEMENT AGENCY (FEMA ) INFORMATION: 0 SM YALE ( ) FIRM (FLOW RATE MAP) MAP No. F W • �' i PANEL. 645 OF 1725, DATED MAY 16, 1995 O '•. SOLITARY SEWER MW OE E i :.`: °' `�''� ''�;`�= GfaMIEL MOST OF THE SUBJECT PROPERTY IS IN ZONE Y - Z W (ss�I) - CORRE TiO� -- w - - - - -- N - - -- WATER LM�E AREAS DETERMNrED TO BE OUTSIDE 500 --YEAR FLOODPLAIN w o SANTARY sErrER exFANOUT (S900) E WYrTAR1r SEWER LINE A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST LTRe# > eel e�I . 12 GAS IETER = _ � _ _. = � _ STOW BOUNDARY IS IN ZONE AE' - SPECIAL FLOOD HAZARD AREAS "� O cal ao ofwNACE uNE INDUDIATE D BY 100 FLOOD BASE FLOOD vEVATIONS o ch to 00 I Z pQ CAS VALVE - c - c --- CAS LINE - 8.4 FEET (SEE DRAINING). N 1 1 u W D4 'WATER VMLVE (wV) ..-� T I�I TELFPNNOK p 6 \ O "' 1 N • D SITE E� t S IND I VK;%TY MAP Nls WI OF 3 COVER BFffT WATER fflavm� E IrPRO'VBrEM8 � 26(04 W2 OF 3 WATER 8BRVKE8 NiPRO'VEb6Nr PLAN 45 W3 OF 3 WATER BBiVICE81rPR0'VB�ff NOTES AM DETALyB �I Il 4m:! -11- - ►!JI ej lull' • IF R& GIL M UTLI Y LOCATE • 1 -800- 424 -5& LANG UTILITIES AT LOCATIONS OF NEW UTILITY OA OR NOT UPON HE EXIST PUBM IIFRMNTION AI )ULD OCCUR, T1 S14ALL CONSULT IE'FRS, MIIC. TO ALL P0110111M FAM A NONhi NG AND THE PRIOR A TO CONSITTKICTION. SSPW TO R PHYSICALLY ITXITIES AS SHOW ON THESE ARE SUMT TO 1AAfRlATKX pjawim D Pf10CEEDING NfTH i .....+wa•:. .. 5 A i So S�pF IS *1 _, c o 3 n n 2 J 04 c*q 04 0 1. 00 LLJ 04 04 l J i Z W �. I C0 1' jQ r • i j I A • V 1r �. 17 1 � � � • • • A AS PER Boole 72, of Surveys, Pogo 222, KING CoUINTY RECORDS• # VEf�TICAL DATUiA - BIAISI3 OF ELEVATKM I NATIONAL GEODETIC VERICAL DATUM OF 1929 t I EKE- N OR**4& PROJECT BENC14MARK FROM 1988 SURVEY BY BARS CONSULTING ENGINEEIM f D 2 " .>r BRASS DISK SURFACE ON EAST SIDE OF 102nd St. BRDGE (DESTROYED) r XTIE BENCHMARK N TOP OF W NAIL SET ON EAST SIDE OF EAST MARGINAL WAY (SEE DRAWING) ELEVATION 15.17 FEET POWER VOW ® SIR METER �- SIGN SITE AMESS LLJMMrIAMIE ( UAL ) 8801 EAST MARGINAL WAY WC N O 1 METER R-0 YARD LK � �� � SEATTLE, VIA 96105 s;� " = -Cr ppWER POLE TAX ACCOUNT NumeEfl A UG 2 zo ® INArC110N BO( (CIS NOTED) ASPHALT 542260- 0060 -03 (D MR MANHOLE (CIS NOTED) FLOOD ��� �� � v �TION W GTCH BA611N (C8) s OONCIE FEDERAL EM0W4CY MANAGEMENT AGENCY (FEMA ) INFORMATION: 0 SM YALE ( ) FIRM (FLOW RATE MAP) MAP No. F W • �' i PANEL. 645 OF 1725, DATED MAY 16, 1995 O '•. SOLITARY SEWER MW OE E i :.`: °' `�''� ''�;`�= GfaMIEL MOST OF THE SUBJECT PROPERTY IS IN ZONE Y - Z W (ss�I) - CORRE TiO� -- w - - - - -- N - - -- WATER LM�E AREAS DETERMNrED TO BE OUTSIDE 500 --YEAR FLOODPLAIN w o SANTARY sErrER exFANOUT (S900) E WYrTAR1r SEWER LINE A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST LTRe# > eel e�I . 12 GAS IETER = _ � _ _. = � _ STOW BOUNDARY IS IN ZONE AE' - SPECIAL FLOOD HAZARD AREAS "� O cal ao ofwNACE uNE INDUDIATE D BY 100 FLOOD BASE FLOOD vEVATIONS o ch to 00 I Z pQ CAS VALVE - c - c --- CAS LINE - 8.4 FEET (SEE DRAINING). N 1 1 u W D4 'WATER VMLVE (wV) ..-� T I�I TELFPNNOK p 6 \ O "' 1 N • D SITE E� t S IND I VK;%TY MAP Nls WI OF 3 COVER BFffT WATER fflavm� E IrPRO'VBrEM8 � 26(04 W2 OF 3 WATER 8BRVKE8 NiPRO'VEb6Nr PLAN 45 W3 OF 3 WATER BBiVICE81rPR0'VB�ff NOTES AM DETALyB �I Il 4m:! -11- - ►!JI ej lull' • IF R& GIL M UTLI Y LOCATE • 1 -800- 424 -5& LANG UTILITIES AT LOCATIONS OF NEW UTILITY OA OR NOT UPON HE EXIST PUBM IIFRMNTION AI )ULD OCCUR, T1 S14ALL CONSULT IE'FRS, MIIC. TO ALL P0110111M FAM A NONhi NG AND THE PRIOR A TO CONSITTKICTION. SSPW TO R PHYSICALLY ITXITIES AS SHOW ON THESE ARE SUMT TO 1AAfRlATKX pjawim D Pf10CEEDING NfTH i .....+wa•:. .. 5 A i So S�pF IS *1 _, c o 3 n n 2 J 04 c*q 04 0 00 LLJ 04 04 J i Z W �. I C0 �2 �fS �G � S t E�E� \�►`��`' o 41op L E MS EXPIRES 01- IW • a 1 1 ! 1 + I 1 f I • .• -. • • •• _. ' _•taw -•• —_ •-•• • 0 'M'4 • w - vim -w �•w w' •..w.�. • - .•�•.. •I •w�. r- •• . �^ • •. 1wdw-w ww- •.• •.w .... • ... .. _ -.. .. ........ :adirr n '+3i AAr A ii�.l..ia1�fi�Y'�7:. -�,.. t. A • +•... ! . i .�7. .0,, •.a. � �- ... .. '� f i ! ;�., 1 >+ ^t r+.. Zlt +:t ^ !r .1+': 140 + 'M+••.•.u" • ..... .. _t. « c ,,�.r ✓.i.:.l. __ y1JJtY+"• YAs'f, ',tiW.•.._ :. ; .x..1.1 •' :.r ':S • F.. °i.+ �" ...,'•t1r'•.,L ..,�, . ;,,f•, ^.A4' � 1.r�A11� 14 19=20FT WAT R RVIC S IMPROV M NT I J _ ..... «�E�.- sI G�IAI....» ._ ,. •.;; -. CROSSWALK I C. _._..__.__.._... » P1NER. P.QI.E _.... '`•� -�._ '`�..� `•`�. ''''• `•1 VAULT SIGNAL POLE w /LUMIMAIRE - •�i� H ._ �•, ', '�'•�,,� ' I w /LUMIMAIRE I f TEL. � MH _.._.._.. _ - .SIGNAL. - LOOPS I f 1L �V`II ��7 vV � •' CONC. RET. WALL `•, •,� ~••� •ti ` , `' n •, �L -.J- -• CIX ..... ._........,,_..... ,` POWER MN c 4. a _ c a � PROPER'TY LINE °- _ t - - - -�_a .. _ _ a � .. . v _^ � � ` ` �. GAS VALVE ' ! 4 GATE '( f _ r GATE CONC. RET. WAIL W/ FENCE I ----------- _ v GATE- ` I �� G V . . FPSP w /GUARDMSTS .a rr �`� .; a R�l1:F , , 9 ' c 1 • ** w � P GU't ANCHOR ` I CI •, r Q RAIN V �1 . _ w/ GUARDPOST" v C AMERA DEMO EX VAULT COVER AND LAM WITH 8 'FEBCO WTR BLOW -OFF ` SIGNAL. POLE mpmo"mm 70 . ft d 1 � ` , , � Al" Ll AND AS PER CRY DETAIL INS -15, SEE W3. w /MKR POST CO FIELDVMIFY ALL REPLACE VAULT AS NECE'S'SARY. TOP SECTION TO 12 MIN CLR. , ........ - • -•--~' r BETWEEN BOTTOM OF LID TO TOP OF OSW., VERIFY EX. VAULT -10 INTERIOR CLEARANCE WITH CRY STUB. AND REPLACE IF NECESSARY. =, t, r VERIFY FOR USE OF NEW UTI VAULT MODEL 675 -LA . C� r NA OR EQUAL. PRIOR TO CONSTRUCTION CON TO CFW�KiE TO WITHIN � LOCATION OF FDC WITH �/�J FIRE MARSHALL, LOCATION SHOWN IS SUBJ 1 Y, CB --Cccc �► .'" ,� '% `, •, '!`!�• -• ._,,,, 50 FEET OF PUBLIC HYDRANT. PROVIDE INSTALL ALL WARNING ( 2 ) WATER MH W\,' TAMPER SNATCHES ETC. AS PER CITY REQU �) •\ `; ' '*"•- �""-" o� 1 TEL. ,__..,_..•pM ` / O- / POWER POLE �` °'• MH \ \ ' BULDW B o - ,- _..._.._...r.r.._.. -._.._ ........._.. _.._.. � R �, � t l 1=V C A OVDJ^ r- 1 '� c d C6 LIGHT -box ° r ,` t^ - ...- •.... -t l -- o EXIST. Puj3uC FIRE x I a �\ a 1\ \\ �l FP�sP z BASE \ 16 dq t ` \ �c/ PRIVATE FIRE HYD z AND FOC I FH w /FPSP w /WV •¢ SDMH w /GUARDRAIL BUILDING BNARD FIRE LOOP WATER SERVICE IMPROVEMENT PLAN • �� ° CONC. RET. WALL r CB YYY(38) C -WV?IN - d - ;� CB -1111 \ \\ r CB - XXX FPSP 34 z \ L r ( e W SrDE`v. = LF: GHC. AM M so t 1\ , FPSP w /GUARDPOSTS r � - z BULDING A / D( 6 - � Y � � , FAUCET � ../' - DO�k'STIC ER x 2 •, \ �j BUILDING B EST. _ WAT STEEL � _ _ ----- WATER MH �= FI E ' 1 4 ABAIr00N IN PUCE 4 EXISTING BUIIDINC N•IYD. /� _ - , ,•-- •"`�.f� ,y yi � � • �;. • FAUCET C! , 1 00 S I DL STORY, SAN SEWER LMlE1. , r 2)WTR ' e 1 / / / / 10, " r BLDG. FOOTPRINT AREA 13,970 f SQ. FT. UNDERGROUND POWER LIKELY. r MKR 1 _ / r r TO CONFIRM ROUTE LEAST /r • \ • - - - ft, 410 - • • - - - • • _ _ _ _ _ _ _ _ _ LIKELY TO DISRUPT OG UT1l1TE5 CONFIRM k r / NVOWCO WITH ARCHITECT AND &MMALM � � � � < 70 Fe a d ° C! i I - `� STORM DA1111r1.I1rES 124LFt 2 MATER SERVICE A r BLDG. HEGIT = 25.4 ABOVE F.F. CONSULTING r WTR. `` o II VLT. '= v �� - f L' v' 4LF f - 2' WATER SERVICE 1 C6- PWR. CABINETS t c 4. v Q• .� /' 2 X A. Q cB a L(2a) , , o rb c! I LA, fry f' „�, 4 a ° , Q 1r, 3.5' rv i Ci 3'x180' U/G BLDG. SUPPORT ESMT. (T tMIIN BY MERGER OF TITLE) Ex 6' OVERHEAD MI 9UILDMIG ' r � w/►r i 6 '± • °� HALLS assco Q _ =� - - - -- ------------------------- - - - - -. ----------------- - - - - -- --- - - - - -- - - - - -- 3 : a - A CE i U G PWFC - - - IIIUSTRATION ONLY -�`� R Ck �i� ` s ______________.___ __��_� i , _ 4.. M , IL J -80X J.. .. — .. =- = '"' _ - a • a a R _ ....� _.. _ G ANCHOR X SIGN S .` _.� 249LFt 2 1/2' WATER SERVICE Ci / ( d N R 4 4 4 _ CB- HH(31) BUILDING I �� _ w,�.� ; Ce II(3o) ' 2 SEINER EASE61EW 7% x / � � � / (9) SAWCUT AND PATCH. REPLACE WITH REC. No. 6061204 EXIST. BLDG• UKE KIND THICKNESS AND MATERIALS / // / �a •, 2 x2 STEEL PLATES MIN 4 ASPHALT OVER 6 CRUSHED Rt>CI( / � �� // `'� 0 % DEMOLISH EXLSTM 8IJgDINc PER SEPARATE PLANS AND ' SPECIFICATION. •1, ITV /, / /// // NVG A AID B DOMEjM WATER SERVICE PLAN 400,./Jf/ ry �r LOM NOTES I. SEE TEMhOi MY EROSION AND SEDIMENT CONTROL PLANS FOR ADDITIONAL INFORMATION. DEMOUT10N AND UTILITY SEVERANCE 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL OPERATIONS. THE UTILITY LINES SHALL BE RETESTED. 3. ALL UTILITY LINE EXCAVATION BEDDING AND BAICKFILL MATERIALS MD COMPACTION SHALL BE PERFORMED IN ACCORMV4CE WITH THE SOILS ENGINEER S RECOMME A ND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES AND INCLUDE IRRICIr�1TI "Ll IRRIGATION, EL.E� TELEPHONE. 4, h • • • • n + 1 •a � • 1 •. a 4. ALL ONSITE MATER SERVICE (2 1 /2 OR ) SHALL. BE COPPER + TUBING CONFORMING TO ASTM B-88 ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE COM FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE). i 5. SEE SHEET W3 FOR ADDITIONAL WATER NOTES AND DETAILS Z , ^ r ' Thus pbm have boa to i a by die P+abii�t . Woem Devaus foe ch sm w►i* saoeat City a it f abisc $* @am md omiaaio�r w►hicb du not audxm a iobtiom of . adopted smadel<+da of The for the adequay of the dedw tats M* wee tfia c siguelr. Ads�iti w de edm w aIidm to tbeae _ drawings afua tills die wd11 �roid d* ~= 1 and wda rsq in a of m 04P - ! F t $dd Inipectioa 6r • ' 4. T'�' the Public Wo>dm udHda lnwK= � 2 t yy -'1� ! • of C, rY Tb SNct? BAP • �p �� �A 5996 pp��� [D f d MOM E�K�STINC �GI GR 1. _ �"�V�11/G A r r i&AiL NEW 2' METER SETTER PER All WS-02, 2 - TAI x (2)- 6' BL FUINGE w/ 2' TREADED TAPS, (2) 2' COUPLES AND SPOOLS LENGTH AS REQUIRED. METER TO BE PROVIDED BY CITY. CONTRACTOR TO INSTALL/REINSTALL REMOTE READING EQUIPMENT TO SATISFACTION OF CITY ❑ 2' CONNECTION TO EX. 6' WATER; (1) - 2' AWWA I.P. THREAD TAP `ROMAC 2025' OR EQUAL; (1) - PAINTED, NIGH TENSILE DI SERVICE DOUBLE SERVICE STRAP; (1) - CORP STOP, AWWA LP INLET BY HALE IP THREAD OUTLET. 'MUELER' OR EQUAL, ALL PER MAINLINE SERVICE TAP DETAIL ONLY AS SHONM PER CITY STD DWG WS-03 '2' DOMESTIC'. POTHOLE AND FIELD VERIFY LOCATION, DIMENSIONS AND MATERYILS PRIOR TO CONSTRUCTION. SEVER, CAP AND BLOCK 6' DOMESTIC MAIN TO RE" IN SERVICE AT LEAST 3 FT DOWNSTREAM OF NEW 2' SADDLE TAP, USM 6' MJ PLUG OR EQUAL AND CONC BLOCKING. PLUG 6' TO BE ABANDONED IN PLACE WITH CONC. 1 - t/ Z`IMMA PAYM 7a RPAI JEVie4F (AW1" ,Yo Ra" ❑ 3 ' 2 REDUCED PRESSURE BACKFLOW ASSEMMY J (VERIFY DOH LISTING AND USE OF MODEL 860U). INSTALL ABOVE GRADE IN 'HOT90X' OR OTHER APPROVED, ABOVE GRADE, HEATED STRUCTURE WITH OUTLET ABLE TO DRAIN ALL DOWNSTREAM WATER SERVICES. PROVIDE AND INSTALL (2) PRECAST 6' CONCRETE GUARD POST AS NEEDED OR OTHERWISE INSTALL IN PROTECTED LOCATION. CONTRACTOR SHALL PROVIDE AND INSTALL THE COMPLETE ASSEMBLY AND RELATED EQUIPMENT AS PER ALL DOH AND CITY REQUIREMENTS. WASFNNGTON STATE DRINKING WATER REGULATIONS REQUIRE BACKFLOW ASSEMBLIES USED TO PROTECT CUB I SYSTEMS FROM CONTAMINATION VIA MEET THE �� CET ED . 7Ww 1. THEY APPEAR ON THE MOST RECENTLY PUBLISHED DOH - APPROVED ASSEMBLY UST. AUG 2 0 2W 2. THEY ARE INSTALLED IN THE ORIENTATION FOR WHICH THEY ARE APPROVED AS SHOWN ON pol CE THE DOH - APPROVED ASSEMBLY LIST. ' PROVIDE AND INSTALL 2' PRESSURE REDUCING VALVE. W/ BOX; 2' BALL VALVES BEFORE AND AFTER PRIOR TO CONNECTION TO BUILDING DOMESTIC SERVICE. FIELD VERIFY EXACT LOCATIONS AND DIMEN&ONS. REFER ALSO TO MECHANICAL PLANS. g CMlIIONII EXISTING UTILITIES IN THE AREA CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING UTILITIES AND COMPATIBILITY OF THE DESIGN BY P01 HOLING PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES WITH THE OESN;N TO THE OWNER/FIELD ENGMIEER AND 9ARGFIAUSEN CONSULTING ENGNEERS IMMEDIATELY (425 -251 -6222) SEE UTILITY CONFLICT NOTE ON SHEET W -1 5 . a ir 2e627 �c / S I E��� ���.. ONA I E�� fv _ XPIR S 1- 7 q l COL N N l op r r y �, 1f r P y , U r ►v J u 0 n J v T a z , 3 a C aJ a e_ r vs a: LZ P0010A 4 � N � Z o W N N) N N O N OO z� (D� 04 I r *** 3n I n W 1 I I Z z N N � N 9 � aAI = W O M4 J � �C COL N N l op r r y �, 1f r P y , U r ►v J u 0 n J v T a z , 3 a C aJ a e_ r vs a: LZ P0010A 4 « r.w.. -.�. .yt w. ,, .••'..St. , 1q 1. w.. ".w.�A •sw•.a.r .MVY'�+R. 'w+.:i +1R '►M'A.1�,,�.�+5' yq - +fir ,, s:. ;, .�.r.� �. .. r .. ��., -R,r ".�,. >, .'u••r...'...*. r.•. _^._ . ..A, .r � I�f - '.�«I 'w1K+:�. , F. ,a,. n .1t. ,.. r� m _•Jt'.'. t' t. : 9t . , ? >:s•^ •pr: . ;ri ^. NW7VM1�31R�IM+k'4�+JIMU:�{'+j. .. ,. x' I+ WATER SERVICE IMPROVEMENTS NOTES AND DETAILS 0 WATER NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF KEM STANDAR06 AND SPECIFICATIONS. 2. 'PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH THE CITY OF KENT CONNSTRUICWN INSPECTION PERSONNEL BY PHONMNG (253) &ie -5500. 3. A COPY OF THESE MUST BE ON THE ,108 SITE WHENEVER IN PROGRESS. 4. ALL MATER SYSTEM AN40VEMIENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLINKS• ANY DEVA71ON FROM THE PLANS WILL REQUIRE APPROVAL FROM THE OWNER. ENGINEER AM APPROPRIATE PUBLIC AGENCIES. L R SWILL BE THE SOLE RESPONS181UTY OF THE CONTRACTOR TO OBTAIN STREET USE AND 07MM RELATED PEDANTS PRIOR TO ANY cmamUCT1pN ACTIVITY, 6 ALL LOCATIONS OF DUSTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FEED SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE:. R IS THE SOLE RESPONSIBILITY OF THE OO IRK;TOR TO 04DEPENOEINTLY VERIFY THE ACCURACY OF ALL UTM LOCATIONS SHOWN AND TO FURTHER DISCOVER AM AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IM PIMIEM A TION OF THIS PLAN. THE NT SHALL COACT THE SERVICE 1-x EAST 00 -424 -5555) AT L 48 HOURS PRIOR TO CONSTRUC I . THE OWNER HIS TINE AND THE ENGINEER SHALL BE CONTACTED N1MEpNTELY F A CONFLICT DUSTS, 7. ALL NEW CONVECTIONS TO THE DUSTING MATER SYSTEM SHALL BE IN S'TRIC,I CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF SECTION 7 -11 OF THE WMI APWA SPECIFICATIONS, NO CONNECTION SWILL BE MADE BETWEEN THE NEW MAIN THE DUSTING MAINS UNTIL THE NEW PIPING WAS BEEN FINISHED. DLSrEECI AND TESTED. TE MPOPARY PLUGS AND BLOCKING SHALL BE INSTALLED AT THE POINTS OF CONNEt.'T10N TO THE EXISTING SYSTEM. THE CONTRACTOR SHALL CONTACT THE CITY OF KENT UTILITY DEPARTMENT AT LAST 5 WORKING DAYS PRIOR TO THE PROPOSED CONNECTION OF THE EXISTING MAIL THE CONTRACTOR SHALL EXPOSE THE EXISTING MAIN AND PROVIDE ALL NECESSARY FITTINGS FOR THE CONNECTION. THE CITY OF KENT ENGINEERING DEPARTMENT SHALL L BE PRESENT WHEN THE ACTUAL CONINIx'TION IS MAX 8, PRESSURE AM PURITY TM11M SHALL BE DONE IN THE PACE OF AND UNDER THE OF THE CITY OF KENT ENNGWEER AND/OR HIS REPRESOITATNE THE CONTRACTOR SWILL PROVIDE PLUGS AND /OR TEMPORARY BLOW --OFF ASSEMINUES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO TIE -M!. 9. ALL MATERIAL USED FOR CONSTRUCTION SHALL BE NEW AND U ND MAGO AND SHALL BE INSPECTED NO APPROVED BY THE CITY OF KENT PRIOR TO INSTALLATION. THE SUPPLIERS SHALL PROVIDE THE CITY OF KENT WITH A CERTIFICATE OF MATERIALS F f�OIJIESTED. ALL PIPES, FRTHM VALVES. HYDRMITS, JOINT'S, AND RELATED SMALL CONFORM TO THE LATEST STANDARDS LSSLIED BY THE WSDOT, APWA AND CITY OF KENT. 10. ALL HATER MANN PPE SHALL BE CEMIW -LINED DUCTILE IRON PIPE CONFORMING TO ANSI A -21 -51 -1976 OR LATEST REVISION. TH ICKIFSS CLASS 52. DEMENT MORTAR LINING TWO SEAL COSTING SHRILL CONFORM TO ANSI Ar -21 -4-11 -1974 OR LATEST REASION. (PIPE JOINTS SWILL BE PUSH -ONI, IMEKINNMGIL. JOINT OR FLANGED WITH RUBBER GASKETS. 11. ALL FITTINGS SHALL BE CAST IRON. CEMENT- LINED. CLASS 250. UNLESS OTHERWISE SPECIFED. CONFORMING TO ANSI A -21 -11 -1977 OR LATEST REVISION. ALL FITTING JOINTS SHALL BE DRILLED IN IACCOROiMICE WITH ANSI 8-16.1 AND SHALL BE 125 L8. CONFIGURATION UNLESS OTH EY WISE SPECIFIED. 12. CONCRETE BLDCKING SHALL BE PLACED AT ALL TEES, CROSSES BONDS TWO VALVES. KOCKONG SHALL BE CLASS "1/2 ONIMM MIX POURED ON PLACE. BLOCKING SHALL BEAR AGAINST SOLID EARTH AT THE SEES AND BOTTOM OF THE TRENCH EXCAVATION TWO SFWl BE SECURELY WRAPPED WITH 4-4& POLYETHYLENE SHEETING. PIPE BEDDING SHALL BE APWA CLASS ' C. ' ALL TRENCH BACKFlLL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 05 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM 01557 -70 (MODIFIED PROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT. 11 ALL MATER MANIAS 10 04CHES AND SMALLER SHALL HAVE A MINIMUM COINER OF 36 INCHES BELOW FINISH GRADE ALL WATER MAINS 12 INCHES AND LARGER SHALL HAVE A MMINMUM COVER OF 48 INCHES BELOW FINISH WAE. WHERE UTILITY CONFLICTS OCCUR, WINTER MAINS SHALL BE LOWERED TO CLEAR. A MINIMUM 1 FOOT VERTICAL. SEPARATION SHALL BE MAINTAINED BLT EEH ALL UTIUTI S. 14. ALL VALVES SHALL BE RESILIENT WEDGE GATE VALVES CON - FORMING TO THE LATEST REVISKINNS TO AWWA, STANDARD FICA706 FOR GATE VALVES FOR ORDINARY MATER WORKS SERVICE NO. C -500. THEY SHALL BE IRON -BODY, BRONZE-MOUNTED. DOUBLE DISC VALVES WITH A BRONZE WEDGMNG DEVICE AND/OR AN 0 -RING STUFFING BOX. ALL VALVES SHALL BE FLANGED OR MEtHAMICAL JOINT SUITABLE FOR INSTALLATION WITH THE TYPE AND CLASS OF PIPE BEING USED. ALL VALVES SWILL OPEN COUNTERCLOCKWISE. AND UNLESS OTHERWISE SPECIFIED. 9041 BE NON- AISNNG STEM TYPE EOUNPPED WITH STANDARD SQUAW STEM NUTS. STEM NUTS SHALL BE IOE]NTICAL WITH THE CITY OF KENT'S EasT1NG EQUIPMENT. ALL VALVES SHALL BE FURNISHED WITH A BOX. COVER. AND MARKER POST. A CONCRETE VALVE MARKER POST SWILL HAVE A 4 MACH MINIMUM SQUARE SECTION AND WIIMUM HEICK OF 42 INCHES WITH BEVELED EDGES AND CONTAIN AT LEAST 1 3/8 INCH DIAMETER BAR OF REINFORCING STEEL MARKERS SHALL BE PLACED AS LNRECTED BY THE ENGINEER AND SET AS TO LEAVE 18 INCHES EXPOSED ABOVE GRADE THE EXPOSED PORTION OF THE MARKER POSTS SHALL BE PAINTED WITH 2 COATS OF WIQTE CONCRETE PANT. TWO THE SIZE OF THE VALVE (FOR EXAMPLE. 6 INCH GV) AND THE DNSTM M IN FEET AND INCHES TO THE VALVE SHALL THEN BE STENCILED WITH BLACK PAIR ON THE FACE OF THE POST. USING A STENCIL WHICH WILL PRODUCE LETTERS 2 INCHES HIGH. 1 5. ALL FIRE HYDRANTS SHALL BE TYPE. BREAK -AWAY (11RAFFIC MODEL) HYDRANTS COWORMNNG TO AWWA C502 UNLESS OTHERWISE SHOWN AND INSTALLED IN WITH CRY OF KENT STANDARDS. THE HYDRANT LFACS SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER. AUXILIARY VALVES SHALL BE INSTALLED IN THE HYDRANT LEADS LOCATED IN THE CONNECTION TO THE CITY MAMA. ALL wDRANTS SHALL BE EQUIPPED WITH A DRAIN. A GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED. HYDRANT DRAMAS SHALL NOT 8E CONNECTED TO STORY DRAINS OR LOCATED WITHHIN 10 FEET OR CONNECTED TO SANITARY SEWERS. HYDRANTS SHALL BE PAINTED WITH 2 COATS OF WHITE PAINT. SIMILAR TO WATEROUS HYDRANT ENAMEL V01814 -W, (SO" WHITE) OR EQUAL.. PRIVATE HYDRANTS SHALL BE PAINTED YOUN WITH ENAMMEX V01814-Y. CONCRETE FIRE HYDRANT GUARD POST SHALL BE FURNISHED AND INSTATED WITH FIRE HYDRANTS AS DIRECTED B THE EIANCI T HE GUAR POSTS 90 BE MN A" � OF 3�GUARD INCHES POSTS SHALL NOT BE SET HIG THAN THE TOP OF THE FIRE HYDRANTS. THEY SHALL BE PLUMB. AND WHERE TWO POSTS ARE USED Al A HYDRANT. THEY SHALL BE SET WITH THEIR TOPS AT THE SAME ELEVATION. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BE PAINTED WITH TWO C OAT5 OF WHITE CONCRETE PAINT. APPROVED BY THE ENGINEER. 18. WHERE WRITER MAINS CROSS SANITARY SEWER MAINS, AND LESS TWIN 3 FOOT VERTICAL CLEARANCE EXISTS BETWEEN THE TOP OF SEWER AND BOTTOM OF WATER AMAIN, THE SANITARY SEWER 9*1 BE CONSTRUCTED OR RECONSTRUCTED WITH CLASS 52 DUCTILE IRON PPE FOR A MINIMUM HORIZONTAL DISTANCE OF 10 FEET ON EACH SIDE OF THE WATER MANN. 17. ANY OPEN CUTS OF DUSTING PUBLIC ROADWAYS SHALL BE BACKFIL E0 AND COMPACTED IN ACCORDWCE WITH CITY OF KENT STANDARDS. ALL C,JTS WM EXISTING ASPHALT SWILL BE ALONG NEAT. CONTINUOUS. SAVED LINES. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. THE OUSTING SURFACING MUST BE REPLACED IN KIND OR 4 INCHES Of COMPACTED CLASS 'B ASPHALT . WHICHEVER IS G REAIER� WITHIN 30 DAYS OF COLD PATCHING. THE CONTRACTOR SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT PERMIT: SPECIFICALLY, ALLOWABLE WORKING HOURS. DETOUR TWO �� TION OF ROAD ALTERATIONS TO THE POLICE AND/Olt 18. PRIOR TO ACCEPTANCE OF CONSTRUCTION AND / OR ISSUANCE OF OCCUPANCY PERMITS, SURVEYOR - CERTIFIED AS -BUILT MYLAR DRALIINGS MUST BE PREPARED OF All PUBLIC 047ER MANN FACNITIES (SEE AS -BUILT REQUIREI" IN APPENDIX ". e>ftyrofrwrr Be VIEN AIM )BIEN I . DEMON FOR 4' THRU 10" ODCV. LOT 101./ QPAN F 40 W wK it 36 SEE KEYNOTE it KEYNOTE D T W2 FOR Lily SHT V* FOR APPUGIBI F Q FAINTED NOW TENSILE D.L SERVicE SADDLE WITH DOUBLE STRAP. AWMIA I.P. THREAD TAP. FaMAC ZO¢S OR EQUAL SIZE AS RBOUIRED. 1) OOwORATION STOP. AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET, MUELLER BALL NO. B-2M OR EQUAL AS NEEDED; (DOOUPUNG MALE IRON PIPE THREAD BY MBJELLER 110 FT 'I I W. MUELLER NO. H •15461 OR EQUAL. COPPER TUBING, TYPE K OR HIGH MOLECULAR DENSITY POLVETHVLEN E. TRACING TAPE FOR POLYETHYLENE PIPE. a : I SERVICE LINE SHALL BE PEREENDICLJL AR TO THE WAIATERMAAMN UN LESS OTHERWISE APPROVED BY TH E ENGN EER. L BYPASS WILL BE LOCKED OFF BY OONSTRUMMN INSPECTOR WHEN MISTER SPREADER IS INSTALLED 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILIA. 4• SETTER SHALL BE POSITIONED TO CENTER ROD SPREADER UNDER INSPECTION UD AND PROVIDE ADEOUATE CLEARANCE BETWEEN BYPASS AN D BOX WALL FOR OPERAATIN3 AND LOCKING BYPASS VALVE. i N�ID 70vALi Civ Of SERVICE 1-11P B 2 Q«E3UG man: -W" "I F Iff's ■■wrol ■: 0803 1 Aff @OVAL IL SMEILTM V CROSS CONNECTION I ROL K MINIM ONO su a*" VALVE • VAULT ■��: WS* E 1 OF 2 ■■n�Or w: OL03 ,>1PP■ow� S• A*LTGN B C_ DIMENSIONS A • LO i M OT&Sa 1 • MAETEPN TO BE SUPPLIED AND SET BY THE CITY. 2. METER BOX SUPPLIED BY PERMI TEE. 2. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFLL 4. REFER TO CHAPTER? OF THE STANOA ADS. "CONTACT PUBLIC WORKS 0pERIATMS FOR PFNFERRED SPAC I NG. C I& of METH 1- V2" AM 2 SETTER OEM. 11-V2" T ak w im ■■nor ■: 0803 ,u�rorrtL: MELTON WIM 1. r'r SIMI=LE 8005 Y fTMSTAN 0QL1M AND ASPHALT E AAM COATINQ. 2. r MIN. O.I.CLA.SS a PIPE. a. PRECAST CON1= Te VAULT wf H MHINOlDS TEL PLATE COVER MMJ M10M TO VAINLY 'w" SIZE OFASSEMNLY. A OS.MA.AP E0611DOenroven3i DtEp. e. PIPE SUPPORTSTAIND UNDER EACr1C lIICIX VALVE. a- COPPEROR BROMM BYPASS WITHANAPPRIOVlo OCVA VLNagn METER. T. APPROVED DCVA N MAUI UNE VWrH roe MLENTSEATW SFR,ffOFr VALVES ^ND T EST 0OC13. a. 10",0". franc COUPL.SQ ADIAOTOK PR.. a. 10'.0`. e"ORC FVPE DLL CL.IES 0E PIP! LMMT" TO "r. 110 GROU INTERIORAIO EXT"1f110R ALLAROUND AP! USIIO WMaHRIWK QRMfT. 11. 10".0". 0" O R C GAT! VALVE FLW MITI POST I N OCATOR VALVE. 1E. fLANQE TEE A5S0MOLY SQZD ACCOfD1NQLY. 13. FLANS ED 911O e END. 14. COR e' QI -CLASS 00 PIPE rVFL 1Q c on e' we see FL_ U. cone' D.I.CumAt PIPt. PV FL 17 0"90• END, rL- 1a UL LWED er S A D O MAW*. 14L 6" 01 CLASS O? PIPE LAWN AS REQUIRED RANG!' TH/RLMNO Pt. 0. rOO @MEND FL 91. 5vvm TYP! GRANfr'Y OPlmTED CH MX VALVE %%wm OAL.L DAP VALV! TO 8E 0116TALLED H RAMONTALLY. I. BACKPI M PREVIN10RS WALL BE FECD SM OR APPROVED ZQU%L X • SME VAULT BASEDON SIZE OF APfPARATLIM AND ME ETMO WNMUM �3. A SEPA KTE DETAL PLAN MR VAULT INSTALLATICIN ANOSPRMXLER LEN M L41T 8E SUG WTTED AND APPROVED IN T HE PILE MAAMRSMMALL PRRQRTO INSTALLATDNL 4. wNMLM,LMf APPARATUS SIZZ SMALL eE e". a. VAULT SMALL OE SEALED TO PREVENT VARIER LEAX AGE. 0• LADDERS SMLL eE M Q LUNllD WWN DEPTH FROM70P OF LID TO FLOOR Or VAULT eXCEE06 3r. INiTA1LATIONOF ALL LADDEN SMMALL NE N COMRANCLI TO O.S. KA. 7. LOCATE VAULT IN PLANTLNQ AR MAAND NOT IN PAVINQ ARK LEAS= MPIDVED 8Y THE EINGINMR, 6 • FI TIN= SMALL. BE INAACORDA N VYR MALL APPLIC ULE REQUIREME OF AlN51FMW % CI I GIA2 1.10 AND C EME NR U NE D (S EE APVK A AM". a. PIPE SMALL eE OLCnLE NON MEETM ANSI AM a1, CLR A CEMENT UNED. 10. TEMIPORANt SUPPORT SMALL 8E PfONDED UNDER VALVES ATTHE TIME OF /aTAUATDNL AFTER 00ko 'TE MNSfAL•LJATION INSTALL POOKAIE fT PIP! SUPPORT STAND 11. PROMO! NALL OAP VALVES O N F AC • CH CK VALVE ASSN M OLV OR AT BOTTOM OF F. DC. M en. 1E. FIRE DEPARTMIMT CDMECTDN TO ! PROVGEOWTMOW (1) 0"S7OAR COINNCTDNIS AND TOO (2) 3r It LMOVIG. q. ALL UINDEIG RDUMO Pr@0 TO E IN IPECTEO. PLLEKM. AID PRESSURE TESTED M TIE PRESENCE OPAN INSPECT 8 PRIOR TO COVIES ANOCON NECTION 70 THE OVER hEA,,DXVSTE!iA. M UPOM NSTALLATONL NACKRXV PfEVEMTONASSEMBLES ARE 70 811 TESTED Ir A CERTIFE D TEBTE R AND ALL TEST -COM AM TO E PLLMEOAPMR THE TNT. THE REATTE R ANNUAL TOM SMALL ! PENON EDATO WRIS ExPEM111. ANOCOPESOF TEST RESULTS GK%LL 8E PROMOID. U. CONCRETE VAULT SHAM "AVE ONE R X 4 04"M ? X T Wg IL HM D nn g n , 1I. & CKFL" PRIVENRDNVALVIS /W0 Po6TON VAU INIOCIATIM MLVM S LL, E PROVGEO MATH ULCIE W111AL ST/1TONTAMr PE IRSUPERV181p1NN. ■ nio■m" -- IIIOT�■Mu CROSS CONNECTION CONTROL Czw OET ww BOwLE CN@CK %%LVE IM @ Y/MLT ra sowpowerw : x-14 2 OF 2 Tu kwga L A MELD • . 'rMr . it w Rnr T��O „, . c'�Yr , AUG 2 0 2004 � S • CR A N f i l l ti a� 4 W a � ui N Z O N O & �_ C) cD 00 J N Lo Ln V_ ' � 1 7 W i Go w N N E le �� v F • O ff/ • � J Z r � � f p1� F 1 � a f I r -o co ■� � r F rRES, Qr -q7 I t 4r M OT&Sa 1 • MAETEPN TO BE SUPPLIED AND SET BY THE CITY. 2. METER BOX SUPPLIED BY PERMI TEE. 2. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFLL 4. REFER TO CHAPTER? OF THE STANOA ADS. "CONTACT PUBLIC WORKS 0pERIATMS FOR PFNFERRED SPAC I NG. C I& of METH 1- V2" AM 2 SETTER OEM. 11-V2" T ak w im ■■nor ■: 0803 ,u�rorrtL: MELTON WIM 1. r'r SIMI=LE 8005 Y fTMSTAN 0QL1M AND ASPHALT E AAM COATINQ. 2. r MIN. O.I.CLA.SS a PIPE. a. PRECAST CON1= Te VAULT wf H MHINOlDS TEL PLATE COVER MMJ M10M TO VAINLY 'w" SIZE OFASSEMNLY. A OS.MA.AP E0611DOenroven3i DtEp. e. PIPE SUPPORTSTAIND UNDER EACr1C lIICIX VALVE. a- COPPEROR BROMM BYPASS WITHANAPPRIOVlo OCVA VLNagn METER. T. APPROVED DCVA N MAUI UNE VWrH roe MLENTSEATW SFR,ffOFr VALVES ^ND T EST 0OC13. a. 10",0". franc COUPL.SQ ADIAOTOK PR.. a. 10'.0`. e"ORC FVPE DLL CL.IES 0E PIP! LMMT" TO "r. 110 GROU INTERIORAIO EXT"1f110R ALLAROUND AP! USIIO WMaHRIWK QRMfT. 11. 10".0". 0" O R C GAT! VALVE FLW MITI POST I N OCATOR VALVE. 1E. fLANQE TEE A5S0MOLY SQZD ACCOfD1NQLY. 13. FLANS ED 911O e END. 14. COR e' QI -CLASS 00 PIPE rVFL 1Q c on e' we see FL_ U. cone' D.I.CumAt PIPt. PV FL 17 0"90• END, rL- 1a UL LWED er S A D O MAW*. 14L 6" 01 CLASS O? PIPE LAWN AS REQUIRED RANG!' TH/RLMNO Pt. 0. rOO @MEND FL 91. 5vvm TYP! GRANfr'Y OPlmTED CH MX VALVE %%wm OAL.L DAP VALV! TO 8E 0116TALLED H RAMONTALLY. I. BACKPI M PREVIN10RS WALL BE FECD SM OR APPROVED ZQU%L X • SME VAULT BASEDON SIZE OF APfPARATLIM AND ME ETMO WNMUM �3. A SEPA KTE DETAL PLAN MR VAULT INSTALLATICIN ANOSPRMXLER LEN M L41T 8E SUG WTTED AND APPROVED IN T HE PILE MAAMRSMMALL PRRQRTO INSTALLATDNL 4. wNMLM,LMf APPARATUS SIZZ SMALL eE e". a. VAULT SMALL OE SEALED TO PREVENT VARIER LEAX AGE. 0• LADDERS SMLL eE M Q LUNllD WWN DEPTH FROM70P OF LID TO FLOOR Or VAULT eXCEE06 3r. INiTA1LATIONOF ALL LADDEN SMMALL NE N COMRANCLI TO O.S. KA. 7. LOCATE VAULT IN PLANTLNQ AR MAAND NOT IN PAVINQ ARK LEAS= MPIDVED 8Y THE EINGINMR, 6 • FI TIN= SMALL. BE INAACORDA N VYR MALL APPLIC ULE REQUIREME OF AlN51FMW % CI I GIA2 1.10 AND C EME NR U NE D (S EE APVK A AM". a. PIPE SMALL eE OLCnLE NON MEETM ANSI AM a1, CLR A CEMENT UNED. 10. TEMIPORANt SUPPORT SMALL 8E PfONDED UNDER VALVES ATTHE TIME OF /aTAUATDNL AFTER 00ko 'TE MNSfAL•LJATION INSTALL POOKAIE fT PIP! SUPPORT STAND 11. PROMO! NALL OAP VALVES O N F AC • CH CK VALVE ASSN M OLV OR AT BOTTOM OF F. DC. M en. 1E. FIRE DEPARTMIMT CDMECTDN TO ! PROVGEOWTMOW (1) 0"S7OAR COINNCTDNIS AND TOO (2) 3r It LMOVIG. q. ALL UINDEIG RDUMO Pr@0 TO E IN IPECTEO. PLLEKM. AID PRESSURE TESTED M TIE PRESENCE OPAN INSPECT 8 PRIOR TO COVIES ANOCON NECTION 70 THE OVER hEA,,DXVSTE!iA. 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L 37 M491110) RIM - 9.46 or COIL 0 . 7. 30 d W 27) RIM - 1 13 6' COIL 0 a s 90 ce -491 RIM - 9` 91 6` PVC S a L 94 C9-69 RIM - &92 r Pvc S as a 62 4194" 23) MIN - a 16 6 CAR 8 - 7.08 C9-" 20) RIM - & 00 r COLIC E 0 7.74 C9-w 56) RIM - a 2D r C& C N - LOS r Come 3 a &S5 61r'as RIr • a e CONIC E - 6.26 C116-TT ply - a 66 4r PVC E • 7.76 r Cam If a 7. r PVC E as 7.46 0.00 Rio - a 6 7 4' Of w a 7.62 416•-1111 RIM - a T! 4" 01 w a &03 Jr PVC N - & 03 69.419( 54) RIO - 4,95 Ir N a 00 K L 220 ca -•A534 MIN = 9.33 or Coe Al - 7. 06 r CaC 5 - WYT RiM - a 31 s' N16 9 a a 46 A - z z MIN - a 1 1 or 8t N w •• a M Aw-AAA Rio - a I7 MELOW SIyT A# Ito* - a 04 S DI Nw - X 114 O• W OO)R - & 6 01 E - 7.38 6' Of V -7.66 r PVC N - 7.38 Cif Pill -a01 (1'rl') or 01 N -8.01 CO-= RIM a a 76 MELDED SMUT a""(39) 1111111 - a 13 6' CONIC HE - 1. 73 A- 9oo(Si)RIr - a 38 r CONIC SO • 7.44 6' CONC E - 7.34 09.199( 60) MIN a a 13 6' COLIC E a 7.13 w Cam w - 7.18 a(XX) a 1o0RIORTH M,MBERED rA6 (Xln RIM - 13 49 6' CONC SE - 7.39 C9-483(44) RIM - L30 r COIN' IF a 6, 90 C9-TTT RIM - % 41 4• CON: S - d 46 C9- �1W(41) RIM - 0. 61 4' PVC 0 -7.61 me" RIM - 14.06 4' PVC 0 s 7.61 3r CONC Sr - L 83 4' CONC NE is 7.36 -* ,* Y %.., v 6' PVC E - 7.42 C8 -VVV( 33) RIM - 9. 16 6' PVC NE - 6. 44 6• PVC w - 5, 94 24' ADS N - 7.93 6' PVC S - d 74 ? r CONC SM - 7.79 C9 RIM a 9.73 so CL,EANOUT r ADS M - 7.31 C9 -I00C( 34) RIM • L44 8' CONC SM - 7.27 Cd-YYY 36) RIM - L23 8• CONC IE - L 19 CIS- ZZZ(36) RIM - &3O 4' CONC SE - L OS r 01 1: -164 s' CONc Sw - d 70 CO- AAAA(37) R I M - 6. 47 6• C01 C V - 4 42 C9- 41BS9(43) R I M- L 74 6' PVC S- &64 C9-c= RIM - 14.66 Ir of s - 10.76 C9•0300 RIM - 14.66 r 01 N - 10.74 ITE: CD( XX) - IEMIORTH 1611IBERE'D TA6 (XX) 6' OI S - 10.28 1r CONC E - S 17 6r 01 E a IOl 26 ce-em plum 14.65 41' DI M - 11.68 Ir COW iE - L 37 8' DI S a 11.86 S' DI w - It 05 CI! -FFFF RIM - 14.67 S• DI N - 11.70 C9 -0000 RIM - 14.73 V Of S - 11.23 CO-~ RIM - 14-62 r Of N • 11.06 6• Di S - IL 06 ce I I 1 RIM - 14-64 . r 01 N - 10. 94 r Of S - 10. 94 84' CUP ! a 1.4! r 01 E - IL 94 c9--,A J RIM - 14.66 S 01 M - 11.36 IIr 01 S a 11.36 C9-MM RIM a 14.06 Ilr Oi M - 1L 29 CS -UA.L RIM - 14.67 6r ADS 2 -21.09 C9-16MMM RIM - 24.38 6r ADS N - Ito 40 U)' ADS 3 - 11.38 m•-f M RIM - 14.57 r AN N - 11.25 r ADS 9 - 11.22 CO-4000 RIM - 14.57 6' AM 4 - 106 97 r AM E a 10. 62 N3- •PPPP(OI)RIM - u 23 a(XX) a 1o0RIORTH M,MBERED rA6 (Xln RIM - 13 49 16 CONC IF . 7.41 'Ir COLIC E - 7. 1160.11 RIM a IL 18 NO PIPES SOTTON - d 16 II14-1 RIM - 0. III 8' OI N - 6. 13 1U94-d RIM - d 97 6' PVC N - & 57 c" to 4' DI SE - 7.37 Z 00 Ir Of S - d 12 me" RIM - 14.06 36' CONC NE - L 63 On •�� 3r CONC Sr - L 83 1164 -i. RIM y 1S 11 24' ADS S - 8. 36 -* ,* Y %.., v Ito' ADS N - &51 �� a .��J sd or 01 r - 0. 51 1164.4 RIM - 1S 06 24' ADS N - d 18 Ito' ADS s - 6.18 M64 RIM - 1S 06 24' ADS N - 7.93 w W 376' CONC NE - a OS ? 3r CONC Sr a L 96 MO" RiM - 14.98 12' ADS E - 10.13 r ADS M - 7.31 IS' ADS 6 - 5. 1 2 AM N - 4.66 MM-P RIM - 9.44 24 CMP E a 1.74 24' CUP M - 1.79 r 01 1: -164 r OI N - t se r OI 9E a 7.24 BENCH DRA IN I-A RIM - 9. 17 SOUTH END - 6. 47 NORTH END - 6. 47 ►-8 RIM - 906 OtATE - 7.68 ►_C RIM -9-31 FULL OF DEBRIS ITE: CD( XX) - IEMIORTH 1611IBERE'D TA6 (XX) W ITARY SEWER / STORK MANHOLE \11/50114 -A RIM - 12.77 1r CONC E - S 17 Ir CONC V - 0. 17 10' COLIC N a d 77 MM/MDM4 -S RIM - S. 11 Ir COW iE - L 37 IS' Ott 4aLv for COACT w • L 37 Ir 01 S - Lit r AOS 9 - &31 I1114/90111 -4 RIM - a 1: 24 CUP LE a 0,4* 8 4' COP N • 0.41 MH/'9DIR1 -O MIN - 9 4* 24' CUP E - 1.2Ss 84' COP M a 1.40! r 01 5 -1.60! 4' CO C S w L 75* 8' COIN' N a 1. SO* 1!1/90111-E RIM - a 46 84' CUP ! a 1.4! 84' CMP M - 1.4! 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