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Permit D06-004 - Rehabitat Northwest - New House
REHABITAT NW, INC. 13744 45 AV S D06 -004 Parcel No.: 7347600354 Address: 13744 45 AV S TUKW Suite No: City in' Tukwila Tenant: Name: REHABITAT NORTHWEST, INC. Address: 13744 45 AV 5, TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa,us Owner: Name: REHABITAT NORTHWEST INC Address: 5639 16 AV SW, SEATTLE WA 98106 Phone: Contact Person: Name: CHAD DETWILLER Address: 5639 16 AV SW, SEATTLE WA 98106 Phone: 206 - 932 -7355 Architect of Record: Name: - Address: , Phone: Engineer of Record: Name: - Address: , Phone: Contractor: Name: REHABITAT NORTHWEST INC Address: 5639 16TH AVE SW, SEATTLE WA 98106 Phone: (206)255 -3474 Contractor License No: REHABNI973KZ DEVELOPMENT PERMIT * *continued on next page ** Expiration Date:05 /09/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -004 Issue Date: 03/28/2006 Permit Expires On: 09/24/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,850 SQ FT SINGLE FAMILY RESIENCE, 470 SQ FT ATTACHED GARAGE AND 249 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DISTRICT. Value of Construction: $224,736.69 Fees Collected: $3,991.14 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 22 doe: IBC - PERMIT 006 -004 Printed: 03 -28 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Permit Center Authorized Signature doc: IBC- PERMIT City tri Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End lime: Land Altering: Y Volumes: Cut 75 c.y. Fill 100 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End lime: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N adA Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -004 Issue Date: 03/28/2006 Permit Expires On: 09/24/2006 Date: Di la0 I hereby certify that I have read an e ami - this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compl ed with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. tr Signature: / Date: V Print Name: i%) V evi Wer 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. D06.004 Printed: 03-28 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600354 Address: 13744 45 AV S TUKW Suite No: Tenant: REHABITAT NORTHWEST, INC. 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 5: The special inspections and verifications for concrete construction shall be required. Permit Number: D06 -004 Status: ISSUED Applied Date: 01/03/2006 Issue Date: 03/28/2006 2: No changes shall be made to the approved plans unless approved by the design professional In responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: When special Inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special Inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building Inspector for inspection purposes. 9: 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 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the doc: Conditions D06 -004 Printed: 03-28 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage dosets, surgical rooms. 17: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of Ignition is not less than 18 Inches above the floor surface on which the equipment or appliance rests. 18: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 19: 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). 20: All electrical work shall be Inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 21: VALIDITY OF PERMIT: The Issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The Issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 24: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 25: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house 26: Any material spilled onto any street shall be cleaned up Immediately. 27: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 28: A bond or cash equivalent in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 29: The Land Altering Permit Fee is based upon an estimated 75 cubic yards of cut and 100 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 30: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, If they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. doc: Conditions D06 -004 Printed: 03-28 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 32: Contact Water Dist. 125 and confirm location of water meter and service line. Pavement cut(s) within 45th Ave. South will require that a pavement mitigation fee be paid under this permit. Public Works Project Inspector shall verify area calculation for pavement mitigation fee. If location of water meter and service line are not same as shown on approved plan, then a revision shall be submitted to the City for review and approval. A fee will apply for any revision submitted to Public Works. 33: Contact Val -Vue Sewer Dist. and confirm location of sanitary sewer line. Pavement cut(s) within 45th Ave. South will require that a pavement mitigation fee be paid under this permit. Public Works Project Inspector shall verify area calculation for pavement mitigation fee. If location of sanitary sewer line is not same as shown on approved plan, then a revision shall be submitted to the City for review and approval. A fee will apply for any revision submitted to Public Works. 34: OWNER/APPLICANT TO SIGN A HOLD HARMLESS AGREEMENT, SIGNED BY NOTARY, FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY. 35: ** *FIRE DEPARTMENT CONDITIONS * ** 36: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 37: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building Is measured along the path of vehicular travel. (City Ordinance #2052) 38: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 39: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 40: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn -around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 41: Adequate ground ladder access to rescue windows shall be provided. 42: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (IFC 505.1) 43: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions 006 -004 Printed: 03 -28 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: G�►as+�twiGl� Print Name: 4 soi4 -44 7l r doc: Conditions Date: D06 -004 Printed: 03 -28 -2006 E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 SITE LOCATION pat I "' +- / King Co Assessor's Tax No.: 734 762:03 St! - - Site Address: t)/�1 II - A / o s T akuhlto 'frna11! Name: Az'ka taf &,1 Z.c. • Property Owners Name: 02-40; 4n4 , sl r c Mailing Address: 43S // ri S Lc) 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 ** CONTACT PERSON Name: elad' Moi((otr ,t 1 Mailing Address: an, 11 AL g.ec 1/ ,[ E -Mail Address: d.J n2 �F L L4 t ilta5r. corn GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: f Stn.e AA AL-4e Mailing Address: Zip Contact Person: Day Telephone: Contractor Registration Number: 14EN A B /Ur 97 VCR. Expiration Date: t 5 X7 /o 4 * *An original or notarized copy of current Washington State Contractor License must be presented at tim of permit issuance ** ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: I NGINEER OF RECORD — All plans must be wet stamped by Engineer of Record C. Company Name: t.JAm, 1 Ee re er r ..; Mailing Address: City State Zip Contact Person: Day Telephone: \dS) Ligq— M3-7 E -Mail Address: Fax Number: q \ \ permits pWS\cc chandeepesmn application (7-2014) Re%'tied 6-8-05 bh Page I City Building Permit Nor O(1� 001r1. Mechanical Permit No. M C(J -- 002. Public Works Permit No. Project No. r010 004- (For office use only) Suite Number: Floor: New Tenant: ❑ Yes ❑..No 4.) WaS, State Zip Day Telephone: ) 93 City City State Zip �,,- Fax Number: P�J 43 3— Fax Number: State • • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ /_ S Ot Existing Building Valuation: $ A git Scope of Work (please provide detailed information): l.rlri(rae.J 3 ' �ocn re sije.sti'� II On v e.aw 1.4 Will there be new rack storage? ❑ Yes ❑...No If `yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below + PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes", explain: • FIRE PROTECTION /HAZARDOUS MATERIALS: It O.. Sprinklers 9 Automatic Fire Alarm ❑..None ❑ ..Other(specify) _ Will there be storage or use of flammable, combustible or hazardous materials in the building? El „Yes ❑.. No 1 j ' yes ", attach list o f materials and storage locations on a s e p a r a t e 8 - 1 / 2 x 1 l paper indicating quantities and Material Safety Data Sheets. q \ \pemmIs pins\rcc changes\permit application (7-2i iO4) Revised 68 4)5 hh Page 2 • PUBLIC WORKS PERMIT INFORMATION — 206- 433 -0179 Scope of Work (please provide detailed information): UnSTr •teT 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. — tQJ M. sf /c Ana, re Water District ❑ Tukwila Water District #125 .Water Availability Provided S nitted with Application mark boxes which a 1 1 I : Civil Plans (Maximum Paper Size — 22" x 34 ") - J .Technical Information Report (Storm Drainage) `(� .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond i ❑ .. Insurance ,.... ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... ❑ ...Hold Harmless Propt 2vities (mark(d )t apply): (Pigiv t v nt.tztl4) (1•+1Y ( \ s/ ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 2 hours ,. .Right -of -way Use - No Disturbance / ❑ .. Right -of -way Use — Potential Disturbance ...Construction /Excavation/Fill - Right -of -way V / Non Right -of -way V 7�...Total Cut '...Total Fill �. Sew too er ❑...Cap or Remove Utilities ❑ Frontage Improvements Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water U t.Itt, 1L ❑...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size .0 ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public q \\permits plastics changes \permit application (7-2l04) Revised: 68-05 bh cubic yards cubic yards Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Abandon Septic Tank ❑ Curb Cut `y .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Highline 0 in Flood Zone U✓ .. Storm Drainage Page 3 ❑ .. Renton ❑ .. Grease Interceptor �❑ Channelization e 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: City Stare zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<I00K BTU I Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct S Thermostat I 1 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/1nd Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: �ig6: �.bl' S Mailing Address: 51,3 4 /S t A✓i S/, ) Indicate type of mechanical work being installed and the quantity below: Sed& [JA 97/a I City State Zip Contact Person: aad I L4W £ t te Day Telephone: 7 0(0) 1/3 7,35 E -Mail Address: CNea r,Me6;fa {!buhathe 3 caw Fax Number: 4.106) 433` 73s S Contractor Registration Number: P E gA S LOX q 73 A' 3- Expiration Date: nS /o14j * *An original or notarized copy of current Washington State Contractor License must be presented a the time of permit issuance ** - Valuation of Project (contractor's bid price): $ S 4500. DO Scope of Work (please provide detailed information): ttudall itie W yea.' t, Sysle•*i �ce' l ot t o }p a tl 5• a Ke e ttt eNGO Use: Residential: New Replacement ....0 Commercial: New .... ❑ Replacement .... ❑ Fuel Tvoe: Electric ❑ Gas...} Other: PERMIT APPLICATION NOTES — Applicable to a I permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject -to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested - in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN 12 O A H ZED AGENT: Signature: Date: ,[ Date: x/4 Print Name: lei ad Ai uhIII ��1t Day ,-�, T // e el/ lephone:)131X 11 - S` Mailing Address: 5634 ge SA) Sege& (H6 Y hh 670G City State Zip Date Application Accepted: Date Application Expires: Staff Initials: 0( OW'o3•oi W� gA penniit plusbcc changes \permit application (7-200-0 Rm lset. 6 -8-05 bh Page 4 • • 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 i ' 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 fractionthereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION Plyalay adjust estimated fees PROJECt ?vf ?i n. 4144 ERMIT # `10(0 - CX)4 i` ' i .dta � i f Ff) If you do dotevide)Ci}n ac or bids or a ne r s est with your permit application, Public Work's will review the cost estimates for reasonableness and may adjust estimates. >' 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 25 Water /Sewer /Surface Water ,Oar= Road/Parlcing/Access a 000 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) /OD 5. Enter tgt41 excavation) volume as cubic yards ESQ- - 75 cubic yards Enter total `fillyolinne. Use the following table to estimate the grading plan review and _ ermit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised Jan. 2006 d O WM JAN - 3 2006 P ERMWTCENTER 5250 (1) $ (s) (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATIOW (1+4 +5) $ 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. OCY+ City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600354 Permit Number: D06 -004 Address: 13744 45 AV $ TUKW Status: ISSUED Suite No: Applied Date: 01/03/2006 Applicant: REHABITAT NORTHWEST, INC. Issue Date: 03/28/2006 Receipt No.: R06 -00449 Payment Amount: 58.00 Initials: LAW Payment Date: 04/04/2006 11:51 AM User ID. 1630 Balance: ;0.00 Payee: REHABITAT NORTHWEST INC TRANSACTION LIST: Type Method Description Amount doc: Receipt RECEIPT Payment Check 5220 58.00 ACCOUNT ITEM LIST: Description BUILDING INVESTIGATION Account Code Current Pmts 000/322.800 58.00 Total: 58.00 4186 04/04 9716 TOTAL 58.00 Printed: 04 -04 -2006 RECEIPT NO: R06 -00409 Initials: JEM Payment Date: 03/28/2006 User ID: 1165 Total Payment:4,813.20 Payee: REHABITAT NORTHWEST, INC. SET ID: 0328 SET TRANSACTIONS: Set Member Amount D06 -003 2,566.22 D06 -0041 2,246.98 TOTAL: 4,813.20 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT SET NAME: REHABITAT TRANSACTION LIST: Type Method Description Amount Payment Check 5488 4,813.20 TOTAL: 4,813.20 ACCOUNT ITEM LIST: Description BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account code current Pmts 000/322.100 4,518.20 000/342.400 74.00 000/342.400 212.00 000/386.904 9.00 TOTAL: 4,813.20 3969 03/28 9716 TOTAL 4813.20 Steven M Mullet, Mayor Steve Lancaster, Director RECEIPT NO: R06 -00004 Initials: JEM Payee: REHABITAT NORTHWEST, INC. SET TRANSACTIONS: Set Member Amount D06 -003 1,951.67 D06 -004 a 1,744.16 'M06 -001 211.95 M06 -002 211.95 TOTAL: 4,119.73 TRANSACTION LIST: Type Method Description Payment Check 4996 ACCOUNT ITEM LIST: Description MECHANICAL - RES PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 SET RECEIPT Payment Date: 01/03/2006 User ID: 1165 Total Payment:4,119.73 SET ID: 5000000421 SET NAME: Tmp set/Initialized Activities TOTAL: Amount 4,119.73 4,119.73 Account code current Pmts 000/322.100 351.12 000/345.830 3,009.61 000/322.100 500.00 000/345.830 47.00 000/345.830 212.00 TOTAL: 4,119.73 0925 01/04 T16 TOTAL 4119.73 Steven M. Mullet. Mayor Steve Lancaster, Director Project: Project: At Type of Inspection: /n/4 / l./ Address: ?7y�/ 1 1-5' 4i/5 Date Called: Special Instruttions: Date Wanted: R -/e/ o/, lam, j Requester: Phone No: ie INSPECTION RECORD I Retain a copy with permit I56 INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3Q7 IylApproved per applicable codes. 0Corrections required prior to approval. !O COMMENTS: /-nn (?b .v// /i /c7v/4/ 8.00 REINSPECTIOta FEE RE RED. Prior to inspection, fee must be aid at 6300 Southcen er Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Proj i Type of In ecti ri 44 Ad ress: I 7 q S Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Stk INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 640G /Q4 C Gv� 0K 72) ,06-sit Inspector: cM 'Date: e/(9/ , $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: 4Phg 'Ic_i Type of Inspection: -- FR407iA/6 Address: x.3799 95 AvS Date Called: Special Instructions: Date Want d 4 — ,q —o6 ra.m: r.,rr Requester: Phone No: c206 ms5 - SV7 h / /7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Da -may IYIApproved per applicable codes. Corrections required prior to approval. COMMENTS: ( 5) Fi244.1 p / .00 REINSPECTI'N FEE R QUIRED. • to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 111. Call to sechedule reinspection. (Receipt No.: 'Date: Project: ,ill h codes. ❑ Corrections required prior to approval. T of Ins ction: red n . i- Address: j3WV Airs Date Called: r e /o 4, ��^ Special Instructions: � . Date Wante /a. nj /O r7 /ir6 t p.m. Requester: ft Phone No: Po 6 .07S5 -3 -Y7 y Approved per applicable c codes. ❑ Corrections required prior to approval. COMMENTS: � . a a``,�,■ i ' r r ° 1 1, " K . tistrat l l' A h Cc f INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Inspector: 0 0 rate: s I k( $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: ((� 99 - L 144,61 -1TT Type of Inspection: rtYI 1I.)j ri1n lS Address I319tt — t i s WuS Date Called: Special Instructions: Date Wanted: "7._ ?S- a.m� P.m. Requester: Phone No: -- ao INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' repproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ns ect Date: 1 - t - $5 0 REINSPECTION F REQUIRED. Prigri inspection, fee must be pai at 6300 Southcenter Blvd. Suite 100. Call to sechedule reins coon. e w.v,.c 7 INSPECTION RECORD Retain a copy with permit PERM (206)431.36710 ri P Pe 'Receipt No.: 'Date: Project: - QPhAhM4f MLA.) Type of Inspection: p QnPot Ve4ft/ ell Address: \v7 4y y S A S Date Called: Special Instructions: Date Wanted: nte;l`U Co Requester: Phone No: a06 -39 I- q gc, 1 i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DO& t"f Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: uuncF 1 t_aC.si -i E nsp- tor: otods .P, rt. "." /<w IDate: - 7 -I[ 0 REINSPECTION FE EQUIRED. Prio to Inspection, fee ptttft be t 6300 Southcenter Blv. , Suite 100. all to sechedule reinspection. Rece o.: 1Date: Pr ect: Type of Inspection: Ar: i ddess ?9V .1/45„,00% S Date Called: Special Instructions: Date Wanted: / (p —/A QCs a.m. p.m: Requester: Phone No aSS -3 y 7e/ 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -36 •151pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 8.00 REINSPE • ION FE REQUIRED. . r to inspection, fee must be paid at 6300 Southcenter B d., Suite 1 ' r Call to sechedule reinspection. (Receipt No.: Date: Pro' t: Type of Inspection: Address: /37#/e/ 9J.fr S Date Called: Special Instructions: Date Wanted: G - /6aG a.m. cam` Requester: Phone No: °Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSP ION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: rartn2 — 44--sec •,vim NO .4/ —dowry 1 /-r biooa PERMIT N (206)431 -3670 k ' Corrections required prior to approval. $58.00 REINSPE ION FE • REQUIRED. or to inspection, fee must be paid at 6300 Southcenter B d., Suite 00. Call to sechedule reinspection. 'Receipt No.: 'Date: Pr 'ect ,�hAb.1 oC/� Type of In p tion: ., �9/ Tvs ddress: .... /.379 / €) S Date Called: Special Instructions: Date Wanted: a.m. 6 ' / L -14 r Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: J 4 JA // T,usti /rn4Sn) ', ve .9 w % 4.-r/ Liits . — tpery -e Lif INSPECTION RECORD Retain a copy with permit INSPECRO NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nspec,.r: Receipt No.: I Datz —01 8.00 REINSPECT IQN FEE REQUIR . Prior to inspection, fee must be paid at 6300 Southce er Blvd., 5 e 100. Call to sechedule reinspection. 'Date: COMMENTS: p /t Type of Inspection: ' r, 4, N. Address: /.3 7g 4i5 lid S ( r/eMel fei / (t) /n ,- ens nye ,49-"A® ?e P/f 5 . O No I �c �! F c Requester: ,a- ...-- Phone No: ■ Project: h)06 z6, l /� < �_J Type of Inspection: ' r, 4, N. Address: /.3 7g 4i5 lid S Date Called: Special Instructions: Date Wanted: / dram Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 DoG ooe( PE N (206)431 -36X0 Approved per applicable codes. ❑ Corrections required prior to approval. pt No.: C Date: Date: 0 REINSPECTION F REQUIRED. 1)16r to inspection, fee must be at 6300 SouthcentejtBlvd., Suite 1 Call to sechedule reinspection. COMMENTS: / ,)2,4741»A / / / -'v n 3 ecnr ; I#fls s .tl D,s t 4U, ID e 74 9 A D rn• / 4/eL 65-0,e, ever-- 2 , . 7) Vs a eiy/rC cab /5 ,e/l) A/nr ez, Special Instructions: . - /4),€ /ekv or,A's i -/.ii crtivv0 Date Wanted: a.m. — / .,3 — .0 G p.m. _,y / n/;rst wire/ Y F,Vr 'free ea - atie-r bi+i/i /41 /in /like- hIr011/44A-15' in45i�tlli J E »-,; 4 MO MO ens 8pizocF jcZd » k n. /on° Pro ct: -14 6 -/ /Uw Type of Ins ection: r /1g,n..t/6. Address: 74 /g 4'S 4a 5 /J Date Called: Special Instructions: . . Date Wanted: a.m. — / .,3 — .0 G p.m. Requester: Phone No .20 -- 2 -5g7y C 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)434 -367 .Corrections required prior to approval. may, c. h✓r O.c /3') - -07 a, A 8.00 REINSPECT! N FEE REQUIRED rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Pr ' ct: • rI46n�r{ � i Type of Inspe ion: ow x414 Address: / 3 7 1/ 1 / gri, s Date Called: A/n i Special Instructions: Date Wa ted: m . P .m. /�� z -/ ,3 -C3a Requester: Phone No: COMMENTS: Pc re a_ a. — t,t. sr "' . 6....f 0 1 /fl / /ctc" ( /we 10 A/n i '- 6/419 e"f�nic SirW -. J'- ie /0-S�=eGAf ° Inspec •r: — Dat • C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. paid at 6300 Southcenter Blvd., Suite 1 PE 206)431.3670 Corrections required prior to approval. TJ�$58.00 REINSPECTION FEE 1�EQUIRED. Pibr to Inspection, fee must be 1 9Q Call to sechedule reinspection. eceipt No.: Date: Project: / Q� , t Type of Inspection: 9 ' Address: /37 4 y' — ky. -. c Date Ca ed: Specia Instructions: 'Date Wanted: —0 a m. Requester Phone No: iv INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (20. )431.367 Approved per applicable codes. Corrections required prior to approval. $58. INSPECTION FE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project:, / F �l<74/ i! /1/ Type of Inspection: \. al" S % v Address: /37*7 ys� S - Date Called: j Special Instructions: ■ Date Wanted: /'a6 Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PE O2 431 -3670 COMMENTS: er EA1 Aprp, Inspect Date: .00 REINSPECTIO EE REQUIRE r Prior to inspection, fee must be aid at 6300 Southcen er Blvd., Suit: 100. Call to sechedule reinspection. R No.: 'Date: Corrections required prior to approval. /� Project: /p 4A6 %� .AJ Type of Inspection: Foo-7/ Date Called: Address: a 7(4 «s e/$ Special Instructions: Date Wanted: . — 23 -O .m,. Requester: Phone No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -36x0 0114M TS: Approved per applicable codes. ❑ Corrections required prior to approval. 8.00 REINSPECTION FE REQUIRED. Prja to inspection, fee must be paid at 6300 Southcenter lvd., Suite 1 Call to sechedule reinspection. (Receipt No.: 'Date: Projec� I O p L( T.' of In /spectio CZ* 0 � _ : ` Address: J, ctions: � Called: Special -�� �/ a.m� p•mj P• Ll Requester: Phone No: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 ' 6 300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -36 IiTApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ri $58.00 REI ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: Proje e Glee / Type of In ec 'on: Addre Date ed: Specia nstructions: Date Wanted: a. y ... / 7 .m. / Requester: a - '/...- Phone No nr-64y-Ce-63 e ; 0 Corrections required priorto approval. IWk p p roved per applicable codes. COMMENTS: • 1 A nspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 206)431.36t'0 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: IDate: Protect: �` / <FhA ;If) N1,0 Type of Inspection: .S /4 .T J$) // A d a 70, VS Ail c Date Called: Special Instructions: Date Wanted / `7 —� // '' 7_ /� 6 V a.m. p.m. Requester: Phone No: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CIT TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . 06-00 ( . c orrections required prior to approval. COMMENTS: I� f/nspi0 , 7 7 l).e u! ✓ Insp IDatg: 15 1 1 551610 REINSPEh10 FEE REQUIRED. Pri to inspection, fee must be pal at 6300 Southce er Blvd., Suite 100. all to sechedule reinspection. 'Receipt No.: Date: Protect: tZ f h A orifi-r A) /A) Type of Inspection: -6, _rdSv / Address: 3 101 4 4 d S Date Called: Special Instructions: Date Wanted : 1 -/ # 10 r Requester: - g .1, Phone No: ... I' c I INSPECTION RECORD Retain a copy with permit INSPECTION NO. b66 -0 CITY.L1OF TUKWILA BUILDING DIVISION 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 (206)431- El Approved per applicable codes. c orrections required prior to approval. COMMENTS: I 9 t< 4 • \ . 0 . ) /2,s I”\./ rerteen ilee e 'Receipt No.: Date- Insp t 'Date: , tg,4A4 I A At 0 I t# 1514, . 5 0 REINSPECTIO FEE REQUIRED. Pri to inspection, fee must be alAiat 6300 Southcen er Blvd., Suite 100. tat to sechedule reinspection. PcpPje • JJ �yy // r<chot b;1 i V o riI 7 1 - - Type of � of Inspection: r /€ r ;. ' Address: Suite #: 12 7L/ ` l t /C�4, 4--L, S Contact Person: Special Instructions: Phone No.: Needs Shift Inspection:/] �j /y� Sprinklers: Fire Alarm: ��/ �/ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 188 206- 575 -4407 Fq Approved per applicable codes. COMMENTS: rc r Si C 4 Cdr: /t, ke S;a/fwce —� \ ctor: j L 4-7 Receipt No.: Date:9/p /6 Hrs.: , 0.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reinspection. Date: Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 12/2/05 1)06-cvy PERMIT NUMBERS I - 1 Corrections required prior to approval. T.F.D. Form F.P. 85 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Rehabitat Northwest Inc. Grantee: The City of Tukwila Legal Description (Abbreviated): A Portion of the NW '/ of the SE %, Sec. 35, T. 23 N., R. 4 E., WM. Assessor's Tax Parcel ID Numbers: 734760 -0354 / 734760 -0355 / 734760 -0356 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Rehabitat Northwest Inc., a Washington State corporation ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property") legally described as Lots 9, 10, and 11, Block 4, Riverton Macadam Road Tracts, according to the plat thereof, recorded in volume 15 of plats, page 53, in King County, Washington. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas) as depicted in Exhibit 'A', which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L05 -074, and/or construction permits for the Property. WHEREAS, Grantor has performed a geological report and evaluation, prepared by Liu & Associates, Inc., dated November 11, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained - for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and .on behalf of its heirs, successors and assig., hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permit(s) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. STATE OF WASHINGTON) )ss. County of King IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this `p day of jaG, , 2006. Authorized Signature Authorized Signature I certify that I know or have satisfactory evidence that PVP. DeJwi / /er is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he/she was authorized to execute the instrument and ac l owledged it as the PreSidenf of Kehn bitot / � 1 ll UP-l- hwest, /inc. , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated February /0, 2006 , Alice A. Deco, Notary Public in and f the State of Washington residing at RehI l My appointment expires 6 -/6 -0R ATTEST: 7Vt DATED this 17 day of GRANTEE: CITY OF TUKWILA w\tnn Mayor STATE STATE OF WASHINGTON ) ) ss. County of King ) On this Pf day of R /74,r , 20 0 ((.2 before me, the undersigned, a Notary Public in and for the State of Was gton, duly commissioned and sworn, p appeared VG—"N M /1411 IL and 17V L .47 (4-A/ 7,( , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and offi_ciaF'Mal'ereto affixed the day and,year above written. ��., a.. l ., A. ...,,, ' l� . U C ,O'i19i m'- !, t \ : +++.i, • • 2006. n � 411 Al Rea NOTARY PUBLIC in and for State of ashington, residi l .1 •.I e at Om rnih5l: e)Gpi /e5 ably /o8 17 • zz 139TH ST 2001023033:2 Z A CT$ EXHIBIT 'A' DEPICTION OF SENSITIVE AREAS . , 5 137TH ST HILL 7 1 7u37,7 .4.10C -7.17 rO.TH ST 3 <3 1'7 I if 2 -L I • tef •„,„ 3 • 2: • 2 C;.1/2a C AD A NI • :41c:•• =Zoo r Work Location: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D06 -004 Grantor: REHABITAT NW INC., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along 45 Ave. South, located adjacent to 13748 — 45 Ave. South (Lot 1) City of Tukwila Short Plat No. L05 -074 a.k.a. Lot 9, Block 4, Riverton Macadam Road Tracts, according to the plat thereof, recorded in volume 15 of plats, page 53, in King County, Washington Abbreviated Work Description: Work within the City Right -of -Way, including driveway access, utilities, and undergrounding of power. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, Its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Pemiittee. DATED this GRANTEE: By: Print Name: Its: STATE OF WASHINGTON) )SS. COUNTY OF KING ) CITY of TUKWILA t nres�r "ritenfratrksi James Morrow Public Works Director On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. tt; ; sown N � ;. jOUBLA° : 0j � . i19�'.916 � '4, °F WAS .S day of 2006. l,2l,&, Q. ,ox ccc Name: Alice A. beau NOTARY PUBLIC, in and for the State of Washington, residing at Re n to n My commission expires: 6-/ 6 - 0 O IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this aq day of Acre/ . , 2006. STATE OF WASHINGTON) )ss. County of King Authorized Signature Authorized Signature C tJ \AJ Qc C W A\ec I certify that I know or have satisfactory evidence that is the person who appeared before ,1 e, and said person acknowledged that he he signed this instrument, on oath stated tha 0 e was authorized to execute the mstrtunent and acknowledged it as the Fir\4 u c. t 'd'ta v.A_g e r of (Ze.4eael4 -o4 Nor , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated 3 ` a 8 — o (o c r—bela S. * -Icton Notary Public in and for the State of Washington residing at v er`4o t. Was ' My appointment expires 3 —oa 9 r O - CONSULTING ENGINEERS WANG ENGINEERING, INC. TEL: (425)489 -0927 FAX: (425)489 -0927 (Pre. Q b000nu s REVIEWED FOIL FEAR 2 3 2006 Q✓` e,' Of Tukwila F3[UTWTPS. TfN f c t.. V a (1vkt, s:w- S 9 L . j -. T vo-RA 4e t 5... 1. p CSk' c.4 Q J 4 U. LL' X.8 JOB D DATE ` � / 7 ' � S BY 14 T (,) CHECKED BY PROJECT M Gc17. Loo suBJECT 120y- , f L r e I t i L tSfix ”,-54 zS x d o i cusp 67 PAGE / OF 'Zeta WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 lei ,f�' 1 et (L. eft ][I d It t JOB NO. rTTD 7 S PAGE _ 2 OF DATE '47 /1/41d BY ( N 7(r' CHECKED BY PROJECT P tc' di'L 6 s 1 SUBJECT FL • LV - r3 (ai .�:., (Px qa V /) 4 'ro env at 70) k r 8 til- 1 m WANG ENGINEERING, INC. JOB NO. / v SV 7 f PAGE 3 OF CONSULTING ENGINEERS DATE 9 /0 /a� BY M 7W \ CHECKED BY PROJECT Me d rib J'w L E f TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT Ft r ,Q•1 4x ?a ueva = l 1 4 & ct.3c ) It Le tzw 3i LL. ri Z .ou f3 Y 1 2. QT '-' cw-3 r &t s4.0ei4.. (St.. fl6 (Pi.) f ox _ ISL. 1/ 46.1. fix ccie6 \-9,4 4 p &c-. x 9. Z. 6 z. srS 1.3 3 7.? 3 f44 0 e .: u Ic stz 8#6'1/ 91.4 r WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 LS IN i M G &2t r/Lie 1 4 k t Liolt 4:71 ts es ^ ' M ox( i= 1.. 7..L JOB NO. bS� r PAGE 4 OF DATE V1WBY Imo' TI\ CHECKED BY PROJECT ( A rr I✓r3u--. Lot t SUBJECT FL- 2. Ij stg 44 1.1 < t414 i 37Z, ¢ 0 4ar ><14' S` 47r f. 1, 7tJ .94)( A te 9 4.01 z /`us"� /. -k -= rekl x 1 .q,7, ..__..4 /2. -A f. Lt /.& ie 4d ",1 1 M" p2.L -= .....0..4'x v eer WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927, (.t 8 S e L3• 4= 6¢x II ``` yyy- 7d 704 Lt.-. tegr, L. (LI te 'e'm. Sot atitk JOB NO. a Jl 7 C PAGE OF DATE ` r 7 / O BY r+) pi\ CHECKED BY PROJECT jdt p ('i r 51D^^ Lot SUBJECT PC 9 x rl..L path a6 6 7 ;. -- .. . f o d 36 / 1, 33) a83 9 4 - -/'- Ai gm:4s= u 44. , r r, 9 x)o 4•c i /d4,M- 4... (p,. 7 . (4, 74-t. (ix t 0 Jet. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 t.l I ts IA Kt> 1 4 01, . - 1. 6 1c = a.3 -. . h LL Z JOB NO. ? PAGE _y_ OF DATE g "/ A BY _M ___Le)._ CHECKED BY PROJECT ) 4 d rS n}.-, L d t sumer / Pit a. a �4 1f L 1 V% r 0 1 4 S i / e.. x . , . .t/L =$v-0 _ L 44. WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 SUBJECT u • 7 Lo t- MJ- r Q rt r-t. 4 7ar o e, Li^ 4 JOB NO oro, .� , PAGE , OF DATE 4 7/sr BY M CHECKED BY PROJECT ING4e 1 8 I0 -1)r a x 51t,w 7t / 71- if 4 4.. 4,1 9 /1..= e tJ r 4 = 4 Y* 8-t 9N /cc le 7? 0 S '�� WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489 -0927 S UBJECT r-t_. M F P A 4- �........ f tws r o.. 1 D4 LL LLL. PtL w4x V wa JOB NO. a.Cv7S PAGE e OF q DATE `/ 7 /or BY M TO CHECKED BY PROJECT Ltn ti IS m rasa QZ6 94r 13c j 3. 9 Sb 4 Ft- (0 Qx GIS2 ¢4x i ( 4x:3 % 4 in r e lox Tit O - k S L a d 0 Lx46.tcc;r'$ I 7 ='1Se Srb 4.x 5 0.0 8Z a�S T 66 z�S +r W. :..., a Q,,e/ s -N WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 JOB NO. t CO7 S DATE ghettos By r 1 PROJECT Ad CS L^ 1 SUBJECT at t� `l W 4 LL Life ft- LA ti t it. PAGE _ OF CHECKED BY f OS, .. M, IL f 0 K- riZar it:ox l S�a: =off '/ WANG ENGINEERING, INC. I T /F: (425)489.0927 Project: Project Number: SHT: Madison Lot I 05075' Subject: Retaining Wall , Gct I EFP (Active). pcf Allow. Soil Pressure (psfl Conc. Unit Wt (pcf) Unbalanced Backfill, H (ft) Toe Width, A (ft) Heel Width, B (ft) Ftg Tks, D (ft) Wall ht abv Gd. h (in) Shear Key width, K (in) Shear Key Depth, K (in) Wall Tks, T en) Soil Ht over Toe (ft) Resisting MR (ft-lb/ft) Point Load@ Wall Top 'Wall Ftg Sol (over toe) Soil (over heel) Shear Key Total DL (lb) Center of Dl. X (ft)= Friction Res, Focre (Ib/ft) Pass. Res. Force (lb/ft) Total Sliding Res. (lb/ft) Cntr of all loads. X (ft) Soil Brg Psur f,, (psf) Wall Reinf. Ult. M (g Wall Base (ft-lb) Mutpk bd Piero Vert, As (in'/ft) Vert. As (in ? /(t) min Toe Reinf Mu Q Wall Base (ft-lb/ft) Mu'gf bd rreq q Bottom As (in - 40 Assumed - 2000 Assumed = 150 7.50 = ,2,25 , ▪ 0.83 = 0.00 0.00 = 0.00 • 8.00 0.33 Wi 0.00 783.00 498.00 63.53 1363.73 0.00 2708.25 2.61 = 812.48 = 168.20 = 980.68 = 1.01 = 1792.1 = 5118.124 = 0.052658 = 3849.706 = 0.031668 = 0.001614 = 0. 173294 4 C Xi Wi *Xi 2.08 0.00 2.08 1631.25 2.00 998.00 0.88 55.58 3.21 4375.28 0.00 0.00 7058,12 =allowable o.k. 0 It- = 0.00272 • 0.2376 3,44. to = 0.1152 EFP (Passive), pcf Friction Coeff Soil Unit Wt (pcf) Conc. f (psi) = 3000 Reinforcing, fy' (psi) = 60000 Sliding Force (Ib/ft) = 1499.91 OT M (ft- lb/ft) = 4329.75 =MR (ft-lb/ft) M F.S. (Sliding) 3x Xc6(ft) Horiz. As (in2lft) min = d (in) or Prrn = 250 = 0.3 = 110.00 - 9:7 = 3,02 Soil erg Psur I (psf) = 0 6.00 ▪ 0.054402 = 0.0033 0.192 • 6.71 = 0.032283 = 0002152 Assumed Assumed Assumed 1.6 > =1,5, o.k. • • WANG ENGINEERING, INC. TM: (426)489-0927 .1 SHT: I II Project: Madison Lot 1 Protect Number: 05075 iSubject: Retaining Wall Ult. M tj Heel = 1482208 Muief = 0.00929 = 0.000484 = 0057299 Primo Top As (tn 7.71 = 0.00929 = 0.000619 • • WANG ENGINEERING, INC. Project Project Number: T /F: (425)481-0927 SHT: t 2„ Madison 05075 ISubject: Retaining Wall (ycj Z EFP (Active), pcf Allow. Soil Pressure (Pat) Conc. Unit Wt (pcf) Unbalanced Backfill. H (ft) _ Toe Width, A (ft) Heel Width, B (fi) Ftg Tks, 0 (ft) Wall ht abv Dd. h (in) Shear Key width, K (in) Shear Key Depth. K (in) _ Wall Tks, T (in) Soil Ht over Toe (ft) Resisting Ma (ft -Ib/ft) Point Load@ Wall Top Wall Ftg Soil (over toe) Soil (over heel) Shear Key Total DL (lb) Center of DL. X (ft)= Friction Res. Foote (Ib /R) Pass, Res. Force (Ibrft) Total Sliding Res. (11o/ft) Wall Remf. UN. M © Wall Base (ft-lb) Murocbd Pi.ua Vert. As (in ° /ft) Vert . As (in /ft) min Toe Reinf Mu © Wall Base (ft-lb/ft) = M u /9f bd` Noy Bottom As (in /ft) • 40 Assumed ▪ 2000 Assumed • 150 7.50 1.75 2,25 0.83 0.00 0.00 000 • 8.00 - 0.33 Wi 855.00 783.00 498.00 63.53 1363.73 0.00 3563.25 2.48 = 1068.98 = 168.20 = 1237.18 Cntr of all loads, X (ft) = 1.27 5118.124 0.052656 0.00272 0.2376 0.1152 3507.706 0.028855 0.001468 0.157622 Xi Wi'X) 2.08 1781.25 0 +1 2.08 1631,25 2.00 996.00 0.88 55.58 3.21 4375.28 0.00 0.00 8839.37 Soil Brg Psur f (psp = 1876.99 c =allowable o.k. EFP (Passive), pcf Friction Coeff Soil Unit Wt (pcf) Conc. fp' (psi) = 3000 Reinforcing, fy (psi) = 60000 Sliding Force (Ib/R) = 1499.91 OT M (ft-Ib/f1) = 4329.75 =M ( -Ibfft) M F.S. (Sliding) 3x XcG (ft) Soil Brg Psur f (psf) d (in) m Pmm 250 0.3 110,00 = 2.0 > =1.5, o.k. At = 3.80 0 = 6.00 = 0.054402 = 0.0033 Horiz. As (in2 /ft) min = 0.192 • 8.71 = 0.029363 ▪ 0.001958 Assumed Assumed Assumed ERING, INC. VP: (425)489 -0927 SHT: Madison Lol 1 05075 (Subject: Retaining Wall WANG ENGINE I Project: (Project Number: Ult. M Heel (ft -Ib) Mul4f bd Ilrea Top As (in ▪ 1482.808 = 0.00929 = 0.000464 ▪ 0.057299 d (in) m Paw 7.71 = 0.00929 = 0.000619 • WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 t.‘) C LA) .01. MS 4' 4 /4.4 0, 0 Coirktek JOB NO. astir DATE e r67 Or BY AA /LAS PROJECT LI Ad■C• (MA SUBJECT L.424- 0/04 s ..... ... . k , S 1St ) 7 c. s t. teCJk Ps. /4,4. esr 5, 111 as • = 6. 04 4 $ Ps 1 c 5 o z 34 0 41.2./ o- 6 3 0 Cs iittf. =. SP) r ca. TC OW( 6.1 PAGE ( 4. OF CHECKED BY - ter PS 1, - 1 0 b 4 e, p cl c..4 L WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489 -0927 FAX: (425)489 -0927 12..0 IC- r tiri..6.t.,t. • 4 emr- U pt• _ C t tt --r 7,0 n.� Q.. i s -..0 .(( I x 3 4 x JOB NO. Oct, r PAGE >/ OF DATE QI# 7/ BY tU rIl CHECKED BY PROJECT ttot A CI t S e to SUBJECT L RAG-( 7 s.�.x z E" eve 4 L Pict 7e 7 MOW r 38x 3� 3; o 0 s Alit/cc ti t ct" q. 37.1 w (nr Arm:. ps( p • 63 . 4 pt L-t WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 Sva ?It\ 4t 4 . 3 t 1, I s 0-% ,tr ?e 6 II A a 14 C4rrfnL A 74sS / 4 114 t 4 'a '4 t 3. n . &. t tet.40 kg' z 1 a EisP 3/74 ob. 40 146 34A ¶i12 te f(1 7:11.) ": 100 # 444. kit> r ta t vi_gett,c/ 03-4 0, 3 - 1 4 0i - e a 1 ant T JOB NO. 6 CD7 S DATE ,/ilicseBy m PA) PROJECT Li in, SUBJECT L f-eircA L 15 D 141 1 0 0 %3 2-4 ra- 3/6 47r3c 1.51:1 P / -4 1-4 p p/-6 3 4. pig) Izt D 0.1 PAGE e OF CHECKED BY oT g 3<t 464 ts-44 3stit Alsr4E0 r—t-- 78 2- 6 0.1 CS/ 1 2. 0 s y n ib /4 ri 4:4 4 WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 bra T Sc,,1 rill a, rite c ft AsecotA ' 44o • 44 It Feat n (ectrevg- Ft-) Frc 26 cs1 4 OM. 3 JOB NO. e rro4 7 DATE VI a" BY M 7 PROJECT M A ed ine1 SUBJECT Lill-re C 04c_ )( t t s 2,3 sl cs rd. Ih-• 1 qvix 0 1 / tut it 7 P*1 s s 4 r e= leido PAGE I 70F CHECKED BY a 3 ro ft c.Q44, 144 cL 7 L., WANG ENGINEERING, INC. CONSULTING ENGINEERS TEL: (425)489-0927 FAX: (425)489-0927 S e_ r Pc ctia A - A 47-Cit – 7 r t-rr LT P4 E s T c,.LA 0 e4 &t t S g s s 6:7 cyt 41 4 ? 747 - GY M .42 1 < JOB NO. e:c DATE Val 5BY M 7LA PROJECT /4 it "et SUBJECT ita It{ 6 c oi 16 4 pc-X- f c.> 4 1 x 44, fcc7 ra 12) L bL M. r V c 3 4 414 PAGE (2 OF CHECKED BY /66 ti tz ' st It- 477 L SHEAR WALL SCHEDULE (NOTES 1, 2, & 10) MARK SHEATH'G NAILING (NOTE S 3 & 5) BLK'GOR JOIST TO TOP PLATE (NOTES 4 , 5, & 1 I) BOTPLATETO BLK'G OR JOIST (NOTES 5 & 12) ANCHOR BOLTS (TO CONC. FTG..) ALOWBL SHEAR PLF PI -6 3/8" MIN 8d @ 6" OC PCG°7 W V 8 &� 00 f�OC D�Q� P�G�7 5/8 " Q@ 4' OC 213 PI -4 3/8" MIN 8d @ 4" OC 5/8 " 4 @ 3' OC 312 P 1 -3 3/8" MIN 8d @ 3" OC 5/8 " @3'- A" OC 402 (NOTE 7) OL rTlJO &� Obi/ if IC Of'1/ @�3 P 1 -2 3/8" MIN 8 2" 5 �@ 2'- 525 (NO P2 -3 = 3/8" MIN, EACH FACE 8d @ 3" OC 5/8 " t@ 1'- 8" OC 804 (NOTES 7 & 9) P2 -2 . 3/8" MIN, EACH FACE 8d @ 2" OC 5/8 " 'P@ 1'- 3" OC 1050 (NOTES 7 & 9) HORIZONTAL DIAPHRAGM SCHEDULE (NOTE 1) I 15/32" MIN 8d @ 6" (NOTE 3) 197 PLF (CASE 1) 148 PLF (CASES 2 -6) UNBLOC- KED II 19/32" MIN IOd @ 6 "( NOTES 3 & 8). 234 PLF (CASE 1) 176 PLF (CASES 2 -6) UNBLOC- KED III 15/32" MIN 8d @ 4" (NOTE 3) 295 PLF BLOCKED NOTES: I. ALL PANELS SHALL BE APA RATED PLYWOOD OR O.S.B., UNLESS NOTED OTHERWISE (U.N.O.). 2. FRAMING STUDS SHALL BE 2x HEM FIR, SPRUCE -PINE -FIR, OR BETTER, @16" OC, U.N.O. ALL PANELS EDGES SHALL BE BACKED WITH 2" NOMINAL OR WIDER FRAMING, U.N.O. 3. APPLY TO ALL PANEL EDGES. SPACE SAME SIZE NAILS @ 12" OC ALONG INTERMEDIATE ,FRAMING MEMBERS. 4. PER SIMPSON STRONG -TIE CONNECTORS. 5. COMMON NAILS, U.N.O. 6. :APPLY TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. 7. SINGLE 3" NOMINAL MEMBER FOR FOUNDATION SILL PLATE & FRAMING MEMBERS RECEIVING NAILING FROM ABUTTING PANELS. 8. STAGGER NAILS ALONG ADJOINING PANEL EDGES. 9. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND NAILS ON EACH SIDE SHALL BE STAGGERED. 10. UNLESS NOTED IN DRAWINGS 11. OVER THE LENGTH OF SHEAR WALL ONLY (10 d TOE NAILS @ 9" OC ELSEWHERE) 12. OVER THE LENGTH OF SHEAR WALL ONLY (16 d FACE NAILS @ 12" OC ELSEWHERE) Roof Framing o ® r 0, p t l - 0 Sr+rol¢ CS1 Tor* a ° 1 G51:17 I T° - CTlaa I a� a x J 3 Here, 0 a.r u H a- 3 r mu S� 4.xe i CS /4 ovtrt Os l. o � 101f On. 18,9 �llU� =SRI Wln rlfl /-•6 � � milli ° P v s iiiirl r q • y am- wit a `I . 0 ata J. ,.a. - - -- ,......1 w �q - • u s � 4 74 tit, fi 1111 4�g m tl Oe � - -1 . � I _ _'" . 3 � psi [ tK a � of++ " � m Jars 1n � 0- i u f 1 �• _ t ah m hirienIPO MIIII II ■>rrA■■�■M■►�r�■ Iiiiiiii ■ =■ =■h o © o 40 4L / r . l- 6 445 4 �� I i 1 I I 4t ri -� 4* (14 C�ufi, 4- TOD 14, cuoTc 14 g8 ( ExTE4 Ds Flo ' To '4Ait_ Covalts) pper Fl Framing CS /4 Mo-K / t a toss) e,.J tit-L- C-C/4 e- wi /JO O J Tap, UN 1 Qvi2. c_ til 6 i ittusN : ITT 95 OVC-,2 4 x &Lk- 6, 1. 8M ) 1 f i In eel 40 Ca "o -`e Fdn, Main Fl Framing ZZ P- - tutor/ Pen* NgN, GEOTECHNICAL ENGINEERING STUDY PARKS DEVELOPMENT I37XX — 45 AVENUE SOUTH TUKWILA, WASHINGTON I,&A Job No. 5Al28 Tate: November 11, 2005 Prepared for: Rehabital Northwest., Inc. 5639 - 16 Avenue SW Seattle. WA 98106 Prepared By: l,iu & Associates, Inc. 19213 Kenlake Place NE Kenmore, Washington 98028 CO b00 0num MAR 23 2006 of 11.00 Bu tottir. WOW FtECEIVED CITY OF TUICINILA JAN - 3 2006 OERMIT CENTER DeXcs aw 004- LIU & ASSOCIATES, INC. Geotechnical Engineerng Engineering Geology November 11, 2005 Mr. Chad Detivi: et Rehabital Novi hi est, Ine. 5639- i6'° Avcruc SAh Seattle, AVA 0.106 Dear Mr. Dety cr: Subject: Ciente( licit! fingineering Study Parka, i. ' rvc tr.l�rn� nl i 374 45 ' Avenue South Tvior.ii. , Washington L&A 1 - No, 5Al28 INTRODUCTION 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425) 483 -9134 • Fax (425) 488 -2746 Earth Science We have cornpiccd a gctrteehnical engineering study for the subject site located at the above address in Tuicii la. Washington. The legal description of the site is Lots 9, 10 and 11 of Riverton Mac /Vain Road Tracts, and the Parcel Nos. for the lots are is 7347600354, 734760(1355, 714-760025.6. The general location of the site is shown on Plate 1 - Vicinity Map. We understand 11;x+ proposed development for the site is 1:o buiid a new single-family on each of the three adjoin lots. The purpose of this study is to characterize the subsurface conditions of the site and The nurposc of this study is to characterize the subsurface conditions of the site, evaluate the re asibility of on -site stormwater infiltration and provide geotechnical recommendations For siopc stabilization. grading, surface and ground water drainage control, erosion mitigation. and foundation design and construction for the proposed development of the site. Presented in this report are our findings of the site conditions and geotechnical recommendations- November i i. 2`)r Parks Devclohi m L&A Job No. Page 2 PROJECT DESCRiiPTION For our Ilse in th sh;d you provided us with a plat plan of the site. According to this plan, we understand 111a he siic i:, cnnsistcd of three adjoining building lots and that a single- family residential huildhnr will hr constructed on each lot. We also understand that the buildings will he two story, "ne.- (gamed strucnacs with a concrete walled basement underneath.. to be supported on po inteter frr,tntgs. interior bearing walls, posts and foundations. The buildings will have all hcrl f_;r.r,ge ivith a concrete on—�rade slab floor. The terrain wil11M tlac site generally slopes down gently eastward over about its western one half to two thirds. Yhcra continuos to slope down easterly moderately to steeply over its remaining area, and with a more modcraio cross slope down to the north. The proposed buildings will be sited over the wester gonlly- sloped areas of the lots and construction of the basement of each proposed huildir will required excavation up to about. 10 feet deep. Grading of the lots will generally follow die e xi<.ti!tg contours and minimal cut and fill will be required outside of the building footprio'<. SCOPE OF SERVICES Our scope of ser, cos G;r this study comprises specifically the following: 1 Review the geologic and soil conditions at the site based on a published geologic Wrap. 2. Explore tf,c site Rtr subsurface conditions with backhoe test pits to a firm hearing soil stratum oc to the maximum depth (about 12 feet) capable by the backhoe used for excavatinc the test pits. whichever occurs first. 3. Perform m cessary gcoicchnical analyses and provide geotccbnical recommendations for grading. c:osion mitigation, surface and ground water drainage control, and foundation 1LIL1 ASSOCiATES, INC. n a November 11, "is Parks Devclopir nt i, &A Job No 128 Page 3 design :n cons?;rciion, based on subsurface conditions encountered in the lest pill and results c' ,1,s. 'Coiechnical analyses. 4. Prepare- r rillen rcoort 10 present our findings, conclusions, and recommendations. SITE CONDITIONS SURFACE 01 10TIOIN The site is a fret: u,k:- sl tract of land. measuring about ISO feet wide (north south) by 170 feel deep (east -v -sQ ii is hounded by 45 °i Avenue South to the west. The site is composed of i!iree adjoined each tD -Iboi ;vide alrntg 45 m Avenue South. The site as silimlod oll tLe mid -slope of a gentle to moderately- steep, northeasterly- declining hillside, dcscc.w1': to 0 ncarh-, iluwamish River. The terrain over the site generally slopes down gently to r ')dcrntel-�. steep northeasterly at 8 to 30 percent grade, with the steeper areas in dic eastern 12 'S feel of the site. The site is currc?,11v occa pied by existing houses in the western portion of the site. We understand thai 0%`se cl,isl.ing sir"Clures will he demolished for the proposed development. The vestern catty li rew; of the ,itc surrounding the existing houses are covered with lawn grass, while the roderale to steep eastern area of the site is dotted with few mature deciduous trees with thick underbrush. GEOLOGIC SFIT TIN The Preliminary Fienlogit'!lagof Seattle and Vicinity. Washineton, by U. H. Waldron, B. A. Liesch, D. R. Mnilineaax, ;.tad D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced f-, the geologic and soil conditions at the site. According to this publication, the snrficial soil units ni m d i +hc vicinity of the site is mapped as Undifferentiated Glacial cleposil LIU ASSOCIATES, INC. November I t. 20 Parks Dcvclolln: nl L &A Job No. S." 128 Pa ;ac 4 (Q on the imp, °r around and Glacial 'Till deposit (Q over the highland area to the south and west of the site The geology cf ,Ile Fugct Sound lowland has been modified by the advance and retreat of several glacier: the pas, and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which has occurred during he later stage;; of the Pleistocene Epoch and retreated from the region some 14,500 years ag,� The glacial till v it unit over the highland areas to the south and west of the site was deposited i directly by glacial ice during file most recent glacial period as it advanced over an eroded, irregular surface -)f older formations and sediments. it is a very dense mixture of unsorted clay, silt, sand, gravel and sea tcrcd cobbles and boulders, often referred to as "hard pan The till soils over the l n Iv./o t<± Ranr feet are normally weathered to a medium -dense state, and is moderately perm able and compressible. The underlying fresh till is very dense and is practically impervious to et( mmwater infiltration. The fresh till has the strength of low -grade concrete and can stand in steel, natural slopes or man -make cuts for a long period. if remains undisturbed and well drained, thk fresh ull can provide excellent foundation support with little settlement expected. SUOSTTRITACi? s'ONDITIONS Subsurface condo ions of the site were explored with five test pits spread throughout the site. The test pits werr excavated on October 6, 2005, with a track- mounted backhoc to depths fi 7.0 to 10.0 feet. The approximate locations of the test: pits are shown on Plate 2 Site and Exploration Loc?.mn Plan. 'The test pits were located with either a tape measure or by visual Lill ter ASSOCIATES, INC. November 11, Tee 5 Parks Devclopn w ni L &A .lob No 129 Page 5 reference In eai -ing topographic features in the field and on the topographic survey map, and their locatlnns h -luld he cnnsidered only accurate to the measuring method used. A geotechnical .n,,inect from our office was present daring subsurface exploration, who examined the sine ecologic conditions encountered and completed logs of test pies. Soil samples nhtaim frnn, raPh soil emit in the test pits were visually classified in veneral accordance wish 'Inite:ci Soil Classification System, a copy of which is presented on Plate 3. Detailed dc.scripu us of soils encountered during site exploration are presented in test pit logs on Plates 4 through Test Pits 1, 2 line located in allow the northwestern quarter of the site encountered loose fill up to 6.5 feet thick. ,.hilc 7 c >a Pits 4 and 5 located along the western half of the southern one -third of the site cocoa wered a layer of loose organic topsoil about 12 inches thick. The fill appears to he used to level �e originally low ground over the northwestern quarter of the site. Underlying the fill or topsoil {s a layer of hrown -gray, medium- stiff, sandy silt, about 1.5 to 4.0 feet thick. This soil layer. _l— ountcl-Cd in all but one test pit (Test Pit 3), is underlain to the depths explored by a gray weather c! _*i;!ciai till dct)osi( of dense. weakly- cemented, silty fine sand with a (race of coarse gravel. GROUNDWATI R CONDITION (ioundwater secpnl>e oncounicred in onl one (Test Pit 4) of the five test pits excavated on the site. T'he oniouni of grotntd}vater seepage encountered at about 5 feet deep over the underlying weathc ed tilt drposii in "Pest Pit 4 was only a trickle estimated at less than 0.5 gallon per minute. The sandy silt and the weakly- cemented weathered till soil layers are of extremely low permeability slid would perch stormwater infiltrating into the more permeable stu fill and topsoil. The dcl Ic and dic amount of perched groundwater may fluctuate seasonally, LtU ASSOCIATES, INC. November i i, _'t" Parks Detielopw ;i' depending on prndi itatinn, surface runoff, ground vegetation cover, site utilization, and other factors. fhe per lw� groundwater may completely dry up in the summer months and accumulate and rise in tic o., bbintcr ninndts. Dl AND RECOMMENDATIONS GENERA I, Rased on the soil cnnditi ns encoun coed in 01.11 subsurface explorations, it is our opinion that the site is suitahl- :r the proposed development from the geotechnical engineering viewpoint, provided that ilhi rccmm11?cndauons in this report are fully implemented and observed during construction. P tc In tho sensitive steep terrain within the eastern portion of the site, we recommend that grading and foundation cmistruction work of the proposed development he carried out and impleted in the dryer months from April 1 through October 31. if construction must proceed c ntside o! this period, slope stabilization and erosion control measures recommended in his retort should be implemented on a daily basis. The fill, topsoil_ and wc:k soils in the root zone should be completely stripped within the building pads, th- driveways and in areas where the subgrade soils are to support structural or a Traffic load. Tic underlying dense. «icakly- cemented weathered till soils are of moderately high shear strength ai-. 1 can provide good foundation support to the buildings to constructed on the site. Conventional forlinc foundations placed on or into the underlying dense., weakly cemented, weathered till sow; may be used to .support the buildings to be constructed on the site. Structural Fill, if required fcr site grading, should be constructed over this competent weathered till basal soils following the stripping of surficial unsuitable soils. a LRJ ASSOCIATES, INC. November 11, '.''05 Parks Dcvclopn,.:ill L&A Job No 5 128 Page 7 'Tile on -site soil- contain a high percentage of tines, and is sensitive to moisture. It can also be saturated quit ld and resuft in heavy runoff. Curtain drains or ditches should be installed along the uphill side f the site, as required, to intercept and drain surface runoff and near surface perched ground titer away from construction areas and to facilitate grading and foundation construction x( GEOLOGIC IJ '�ZAiRDS AND REMEDIATION Landslide and T r"ion Hazards According to the Sensitive Areas Map (iMAP Sensitive Areas posted on DDES web site) compiled by the i s ing (minty Department of Development and Environmental Services (DDES), ilte site is not n :gmped ;i!hin landslide or erosion hazard areas. The dense, weakly- cemented, glacial till deho of moderately high shear strength underlying the site at shallow depth is of high resistance t slope ftiiures. Therefore, it is unlikely for deep seated landslides to occur on The site. Although the s li is nn; rnapned within erosion hazard areas of the above Sensitive Areas Map, the steep slope! ,stem portion of the site can he erosion prone if its vegetation cover is devoid. Erosion over the ,tccper portion of file site may occur if the vegetation cover is stripped and the surticiai weak snil.s arc overly saturated. Prolonged erosion may result in shallow skin -type mudflows in the surficial weak soils. To mitigate such potential, the vegetation beyond construction H1110', should he maintained and disturbed unpaved areas within the site due to construction acth ities should be re- vegetated as soon as possible after completion of grading work. Concentrated sLormwater should not he discharged onto the ground anywhere within the site, and spoil sciii. and vardwaste should not be disposed of onto the steep sloped eastern portion of the site. Storm ,vatcr nvcr impervious surfaces, such as roofs and paved driveways, should be IJU ASSOCIATES, INC. November I l tr` Parks Develolir nt. t. &A .Tot) No S 1 28 Page R captured with rgrnund roof drain line systems and catch basin in paved driveways, and lie discharged into storm server rn disposed through suitable stormwater disposal facilities. Seismic Haaar+i •urR P"ii^n Cow;irleraflon Puget Sound re;: n i r an active seismic gone. The site is underlain at shallow depth by dense, weakly- cemcnicci weathered till soils of moderately high shear strength. The western portion of the site ov whi n the hrnhnsed buildings are to be located is gently sloped and there is a lack of shallow, cxicr;;, sio lic, l rnonchnnrtcr table under the site_ The combination of the above makes it rather 'ikcl,, for liquefaction or soil lateral spreading to occur on the site during strong earthquakes. 1Ir_rc(nrc, the seismic hazard should be minimal for the site. The residential buildings to he c+:nstnucl.e(l oft the site, however, should be designed to withstand seismic forces induced by slrl) iv earthquakes. Based on the soil conditions encountered by the test pits, we recom Mencl ihm isrr,i( t I ie (;roue 1 and Site Class D be used in the seismic design of the Proposed resid")) in :?ccordanre with the 200' International Building Code (IBC). SITE PREPARATION AND GENERAL GRADING Sire preparation should inchrdc clearing and grubbing within construction limits. file existing structures nn the -ite to be demolished should have their foundations completely removed. fie surficia) fill, tol?sr 11 and wcak soils should he stripped within the driveways, building pads and in areas where strn0ural fill is to he placed. The exposed soils should be compacted to a non vielding stake with a vihratot.y roller compactor and proof rolled with a fully loaded dump truck or water truck. Siomn runoff, if any, should he directed away from the construction area with ditches or curtain drains to minimize erosion and facilitate grading during construction. The on -site surtici:rl soils contain a high percentage of fines and are sensitive to moisture. A layer of clean quarm spills nlaced over excavated areas and areas of frequent traffic, as required, LI U ASSOCIATES, INC. November 1 t, .200.5 Parks Dcvelopn _ot I,&A Joh No S,` 128 Page 9 to protect the s! ilgrade soils fi•oin 'disturbance by construction traffic. Silt fences should be erected along iir, (lownslope boundaries of the site to prevent sediments being transported onto adjoining proper es or tic streets by storm runoff. The bottom edge of the silt fence should be embedded in a n rack nd hallasied with crushed rock or gravel. EXCAVATiON ANT) FII -,L SLOPES Under no circus; ,ranee shrnild excavation slopes he greater than the limits specified by local, state and fedcrol safel y ro- lat.ions iFworkers have to perform construction work in excavated areas. l]nsupporred temporary cull greater than 4 feet in height should be no steeper than i- 1 /4H:1 V in the find, tope coil and wcal< soils, and no steeper than 3/414:1 V in the underlying dense, weakly- ccm ell le Iveathcrad till soils. Permanent cut banks should be no steeper than 211:1 V in the topsoil anal %vea.1110red soils. and no steeper than 1- 3 /4H:]V in the underlying dense, weathered Lill soi'ti. The soil units and st:abilin- of cut hanks should be verified by a geotechnical engineer during c- cavation Permanent fill emhankrneius required to support structural or traffic load should be constructed with compacted rructural fill placed over undisturbed, proof rolled, first, weathered till soils after the surficiai unsuit:ahle soils are completely stripped. Permanent fill to be placed over slopes steeper than 15 percent grade should be retained structurally. The exposed ground exceeding 20 perc ent grade should he benched with vertical steps not exceeding 4 feet tall prior to placing sn•uctuu'ai fill, l'hc slope of permanent fill embankments should be no steeper than 2H:1 V. Upon craupicrirn;. the sloping face of permanent fill embankments should be thoroughly compacted to a nnn- yicldin,; st.aic with a hoc -pack. The above recommended cua and fill slopes are under the assumption that groundwater seepage will not he encnnntcrcd during construction. IF groundwater seepage is encountered, the a L TU ASSOCIATES, INC, November 11-2905 Parks Developwk'W 1_, &A Joh No 129 Page 10 construction s114 old be immcclintely halted and the slope stability re- evaluated. The slopes may have to he No, 'ed and other measures taken to stabilize the slopes. Surface runoff should not be allowed lo f' 'u unc.o trol!cd over the top of cut or fill slopes. Permanent cut slopes or fill cnnbankluents r:! paid 1)" +cgetatcrl ;is soon as possible for long -term stability, and should he covered with pl ;tic' sheets, ,as required, to protect them from stormwater until the vegetation is fully establishf r H STRUCTURM X Structural fill i> !be fill that support structural or traffic load. Structural fill should consist of clean soil; with narticba net larger than four inches and should be free of organic and other deleterious subs! races. Structural fill should have a moisture content within one percent of its optimum moism;+ conictil at the tine of placement. The optimum moisture content is the water content in (lie w 1 ghat cnablc the soil to he compacted to the highest dry density for a given cnnnpaction e0, The on -site soils contain loo much fines and may he used as structural fill only under fair weather condition vrhen 3, mni.sturc conicnt can be controlled to close to its optimum moisture content. imported malc i::.! for structural fill should he clean.. free- draining, granular soils containing no more than 5 per: m by vv( finer than the No. 200 sieve based on the fraction of the material passing No. 4 sic c, anri should have individual Particles not greater than four inches. lntported structural fill should be stockpiled and covered separately from the on -site soils. Structural fill sho�:id he placed in lifts no more than 10 inches thick in loose state, with each lift compacted to a m'.nimum percentage of the maximum dry density determined by ASTM D1557 {Modified Proc;r Method) as fciiows: ILIU ASSOCIATES, INC. M November I 1 '1 1115 Parks Dc c:Iohnr nI. L&A Job No 5 I S I I Within holAing pads of the huilding lots R.oadw ,qyM iveAAVay ,uhgrade Retainin_T ail 1), b ill Utility trem h hackf'ill of Maximum Dry Densitv 95% 95% for top 3 feet and 90% below 90% 95% for top 4 feet and 909 below MULDING PY NDia'R'1f1NS Conventional fi ling foundations may be used for supporting the buildings to be constructed on the site. The fo m- foundations should be placed en or into the underlying, undisturbed, dense, weathered till s. >ils or on compacted sin.iclural Fill constructed on undisturbed weathered till soils, The depth io thr frsh till is estimated at about 5 to R feet below existing grade. Water should not be 'L' wed to accunndat.e in excavated footing trenches. Disturbed soils in footing trenches should hu completely removed or thoroughly re- compacted prior to pouring concrete for the footings. if the above reo-ommendotions arc followed. our reconvnended design criteria for footing foundations are foiliir, s;: Allowahic soil hearing pressure, including dead and live loads, should be no greater than 3,000 psI I'or footings poured on or into the gray, dense, weathered till soils, and no greater than 2,500 psf on compacted structural fill over undisturbed till soils. The footing hearing sells should be verified on -site by a geotechnical engineer after the footing trenches have been xcavated and before the footings are poured, P nic minimum depth to bottom of perimeter footings below adjacent final exterior grade should be �m less than 18 inches. The minimum depth to bottom of the interior Footings I elow top c floor stab should he no less than 12 inches. LTU ASSOCIATES, INC. November 1 I. !)5 Parks Dcvclol;n nt I, &A ,lob Nc. 28 Page 12 The mi„iri1nm i7 should he no less than 16 inches for continuous footings, and no less il1an 21 L C.he: i�li' individual footings. A one -third inc)- ;1 ahc above recommended allowable soil beating pressure may he used when consideriil- ;hor term, nansiIn y. wind or seismic loads. For footing foundations designed and constructer? nor above, we estimate that the maximum total post cnnstrucrinn Frl" +ra°no of the hiiddinRs should he 3/4 inch or less and the difilri settlement across building, i should he 1 inch or icss. Lateral loads nn ,iiiklincs can he resisted by the friction force between the foundations and the subgradc soils or chc pcs:;ivc earth pressure acting on the below -grade portion of the foundations. I ^oi the Lauer, the_ fond" dons, nmim he poured "neat aga.ittst undisturbed soils or hacicfilled with a clean, free -dmi ur_=, comnacted su•uctural fill. We recommend that an equivalent fluid density (F.FD) of 300 p (pounds per cubic foot) for the passive earth pressure be used for lateral resistance. The ihovc nnssivc pressure assumes that the hackFill is level or inclines upward behind the, follmlr' in +a A a horizontal distance at least twice the depth of the foundations below final grade. A ci fficicn! of friction of 0.60 hetween the foundations and the subgrade soils may he used. These n un;;tct rrcl Va.lues, and a proper factor of safety should he used in calculating the resisting force, agninsi lateral loads on the buildings. SLAB- ON- GRA -W FLOORS Slab -on -grade fin:,rs, if nsv i, should he placed on firm subgrade prepared as outlined in the SITE PREPARATION AND GENERAL FARTIiWORK and the STRUCTURAL [FILL sections of this report. Whc moisliiic control is critical, the slab -on -grade floors should he placed on a capillary break ich is in turn placed on the compacted subgrade. The capillary break should y consist of a minin nni 1i;ri! mcli -thick layer of frec- draining gravel or crushed rock containing no LIU ASSOCIATES, INC. November 11. X45 Parks Developm nt L &A .ioh No. i.` 128 Page 13 more than 5% h weight passing the No. 4 sieve. We recommend that a vapor harrier, such as a 6-mil plastic me rthr;nre. 1-,c placed over the capillary break to keep moisture from migrating upwards. PAVED DIRUiITVAN'' Performance of ;,ived drioev is critically related to the conditions of the underlying subgrade soils, We recoil mend that the subgradc soils within the driveways be treated and prepared as described in the ITP F-R. PARATION AND GENERAL EARTHWORK section of this report. Prior to placing base nt;arerial, the subgradc mils should he compacted to a non yielding slate with a vibratory oller compactor and proof rolled with a piece of heavy construction equipment, such as a fully leaded rhnnp (rock. Any areas with excessive weaving or deflection should be over excavated and re- compacted or replaced with a structural fill or crushed rock placed and compacted in ac ^:ordalicc with the recommendations provided in the STRUCTURAL. PILL section of this rcp n(. We recommend ii)at an 4- inch -thick mininium, compacted, crushed rock base (CRB), consisting of 7/8 -inch -min.: crushed rock, be used for the driveways. The cntshed rock or subgrade base should be loppo' with 2 -;inch asphalt treated base (AT13) and 2- inch -thick Class R asphalt concrete (AC), w .pith 4- inch -1hick concrete pavement, FEASIBiLITY OF ON -SITE INFIi.,TRATION a One in -situ infiltration test -as concluded in the weathered till soils in Test Pit 3 at 8 feet sleep to determine the fcasihilily of on -site disposal of stormw'ater through infiltration trenches. This test was performed in geoeril accordance with the procedure outlined in the Surface Water Design Manual, published on Januiiy 24, 2005 by Department of Natural Resources, King County, Washington. The testing method is derived from the F.PA test guideline of the "Falling Head Percolation Test Procedure," LIU ASSOCIATES, INC. member i 7 0 5 Parks Developw� ni L &A Job No l 29 Page 14 The test pit ww, fi; i c\<:n;Mcd to the top of file weathered till soil stratum into which infiltration test is to be conducted 6 -ir :u- diameter by 12- inch -deep test hole was then dug into this soil stratum. Tap water was carefiilly poured inio the test hole for a substantial time to soak the soils. The test hole was then filled with "wr, cr and the drop of the water level in the hole measured over elapsed time to determine the infiltration "s; of thr sail Iraium. The water level dropped 075 inch over 26.5 minutes, which corresponded to inliinaii,m rate, in, r;nai, of 1 70 iph (inches per hour). in accordance K('SlVDM, the design infiltration rate for infiltration wenches is calculated as f of lows: ldesi�n i n,; rvincJ X 1 Isi ill_ g 1 Ccnnslry x 1 p6iggin�. wile "r; ic.,r:. rcJ 1.70 iph, F, s n 0.5, P g 0.7 (for sandy loams), and 1'gennimy -,W W -i 00 4x(2.5)15 0.05 2.05 (with average depth to hottom of iol0 -ation trenches 2.5 ft and average depth to high groundwater table 5 ft). Use l 4 1.0 (cannot be greater titan 1.0) Therefore. la ;ia 1.7 x 0.5 x 0.7 x 1.11= 0.60 iph The above calc,!i;ned design infiltration rate is so low that obviously the weathered till soils underlying the ,ilc cannot adequately support the proper functioning of infiltration trenches. Alternative Meilw-ls, such as. on -site dispersion. should he considered for disposing storinwater. STORMWATEP DISPERSIiON SYSTEMS For the current cmrditin rrf the site., most of the storm runoff is infiltrating into the ground and perching on the underlying weathered till soils of extremely low permeability. This perched groundwater is tii (lmving down- gradient along the surface of the weathered and fresh till deposit. it is our that the storm runoff over impervious surfaces, such as roofs and paved driveways, should be drained into ,it existing stone sewer, if available. Otherwise, the stormwa.ter ma hr dispos „d on site by spreading the water over a well vegetated dispersion >l UT ASSOCIATES, INC. November 11, 7_ )0S Parks Dcvelnrr� :ni Page 15 zone. The water will be parlay absorbed by vegetation, and partly allowed to re -enter into the groundwater r,,. palters of its current: condition. To make the or -rile di ff'Crsion method to work, the captured storntwater over impervious surfaces of each lot should be dispersed through one or multiple spreader pipes over a well- vegetated area. S'hc spreader pipes should he constructed of 4- inch minimum perforated PVC pipe, set level r about p4 inches over the vegetated disperse zone. The total length of the spreader pipes G each rt-woncc should be designed based on one foot of pipe per 50 square feet of impervious ar. ;t. The total area of the vegetated dispersion zone per each lot should be at least 4 40% of the lot:.; impervious area of the lot. The vegetation dispersion zones should be constructed on fl downhill side of and at least 15 feet from the proposed buildings, and should he set back at le:r t 3() feet from the top of ban]: of 30 percent or greater slope. S1TF, DRAIN. 4(. F Site and Drivew- y Grading The on -site fine ;_rained s:n•ticial soils are of moderately low permeability. The ,surficial soil can he saturated quid<ly and heavy runoff and near surface groundwater may be encountered during periods of hea�a, i ain. To ;ninimize potential difficulties for site and driveway grading work due to storm runoff nml groundwater seepage during construction, one or more lines of ditches or curtain drains tr.iy he installed, as required, to intercept storm runoff and near surface groundwater flow. Waler thus collected should be direct into a nearby storm sewer or a suitable stonnwater disposal facility. Building Footprint Excavation Excavation of hrlldinf fontprints., if encountering groundwater, should have the bottom of excavation sloped and ditches excavated along the bases of the cut banks to direct groundwater LIU ASSOCIATES, INC. 4 November 11. 3 "5 Parks Deveiopm nt. L &n .lob Nn.:' 2R Page. 16 seepage to flo- :nto a sump pit from which water can be pumped out of the pit into a temporary storage and scidP 1p pond G± layer of 2 -inch crushed rocks should be placed over firm subgrade soils wider footings, ns recmirod, to protect the soils from disturbance by construction equipment and foot baffle. crushed rock base should be built to a few inches above groundwater level, but not less than inches thick. The crush rock base should be compacted in 12 -inch lifts to a non yielding s i 1 ;2 vviih a -ihratnry nucltanical compactor. Runoff over latzg ervious Surfaces Storm runoff ov impervinus surfaces, such as roofs and paved driveways, should be collected by underground (Irain line systems connected to downspouts and by catch basins installed in the driveways. Sta r wa;cr thus colieotcd should be tightlined to discharge into a storm sewer or a suitable stormw,,t dil tnosal facilitY Surface Draina *tip: Water should own ho allowed to stand in any areas where footings, slabs, or pavement is to be constructed. Finn I site grades should allow storm runoff to flow away from the building. We recommend the I u.sh trnnnd be sloped at a gradient of 3 percent minimum for a distance of at least 10 feet alkrry from the building, except in the areas to be paved. i3uilding Footing; [hair's A subdrain shonid he installer] around the perimeter footings of each building to be constructed On the site to mimotize accunu lation of groundwater under the buildings. The subdrains should consist of a 4 -inch- minimum- diameter, perforated, rigid, drain pipe, laid a few inches below the bottom of perimeter footings. The trenches and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should be embedded in washed gravel completely wrapped in non- veeven filter fabric to within about 12 inches of finish grade. The remaining LTU ASSOCIATES, INC. November I I. lv?_. Parks Dcvelopr cnt i, &A.lob Nn Page 17 trench inay be h: with on -.site impervious soils. Water collected by the perimeter footing suhdrains shnul he l:ightiined. separately from the roof and surface stotmwater drain systems, to discharge into a torte se, cr or a suitable stormwater disposal facility. Sufficient ntunt of Ocanouls at strategic locations should he provided for the underground drain line syste; 1 tic underground drain line systems should be maintained periodically to prevent ctoggin, LIMITATiONS This repoii has 1-ooll prem-Wod for flu specific application to the subject project for the exclusive use by Rehahii Ncnthvvesi, Inc_ and their associates, consultants and representatives. We recommend that !his rcptvrt. in its entirely, he included in the project contract documents for the information of 'ac prospective conlraclors for their estimating and bidding purposes. The conclusions and n1tnrprevations in this report, however, should not be construed as a warranty of the subsurface :cmditi;ul;. The scope of this study does not include services related to construction sal t�j prec:autions and our recommendations are not intended to direct the conlractor's meth techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommenda on and conclusions are based on soil conditions encountered ill the test pits, our engineering analyses, and our experience and engineering judgment. The conclusions and reconttnendatiow� Ire prof_ssional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. Litt ASSOCIATES, INC. November 1 1, )05 Parks Devclopn 'nI L &A .ioh No. 2K Page 18 The actual tiu ,urface conditions encountered during* construction may vary from those encountered in le test pits. The nature and extent of such variations may not become evident y until coustructi< n stark. If variations occur then, we should be retained to re- evaluate the recommendatini of this report, and to verify or modify them in writing prior to further construction. CLOSURE We are pleased a- be or service to YOU On this project. Please feel free to call us if you have any questions regard ,g ibis report or need further consultation. 4 Yours very tmly, LII.? ASSOCIATES, INC. '0 J. S. (Julian) Liu, MD., P.E. Consulting Geotechnical Engineer '1 xn�emc 7117 ,Six plates attach IAU ASSOCIATES, INC. V F 6TH.r.� l rs zszsr _Zz L 158" PROJECT SITE 1 1; "d� l S 124tH j ST��g/ s vox I2M ST �o s yc r c F ��9l, S 127TH p S rn in srD _.s J. CIS 5 S r� wY d I3tND 5T 4 Y 2' b HI r PL s S sroN Ro ct S_ 135TH S H_ 5T ..Y S is ou+n p $Tc +e SOU MCENTER E n y.5 t o q M4tL idi v! rttd d�'w ws. A'm rea �P,r �b wtT ti s S, ,y s I a r I. aIv STRAWDER rro'. 4 a16Llri ST il° YN.A:.r.:.: ..m.w�uF„,.:. r r z C 1. 4 SS eac lAT CS, INC. VICINITY MAP PARKS DEVELOPMENT Geo!echnical Engineering Fnginoering Geology Earth Science 137XX 45TH AVENUE SOUTH TUKWILA, WASHINGTON JOB NO. 5Al28 I DATE 11/9/2005 I PLATE 1 Files, D06- 0004 35mm Drawing #1 LIU A;-SP CIATUS, TNC� UNIFIED SOIL CLASSIFICATION SYSTEM c60f6o.11nmai rnqmci,-li Cini-Ilnq• plRh $,Innnp� PLATE 3 S0111- CLASSIFICATIC)N SYSTEM GROUP GROUP NAME SYMBOL GW I WELL GRADED GRAVEL, FINE TO COARSE GRAVEL RAVEL CLEAN GRAVEL l GP POORLY-GRADED GRAVEL GM SILTY GRAVFI.. GPAINED (7 rr,!/ WON (-IIIAVEL WITH RFT. A lm! 11 FINEc; I GC I CLAYEY GRAVEL FC, rLEAN SNA/ I Wri-l-GRADED .SAND FINE TO COARSE SAND S AN SANF)_j -GRADED SAND SP POORLY GRADED Mope I HAN SoA �i/\.Nin WITH I SNA 811-TY SAND TAINf-DoNiTI-IF ",IF\/r rl(. NI) SC, CLAYEYSAND FINE- SILT CL CLAY (-,RAINED s' T HAN ORGANIC OL I ORGANIC SILT, ORGANIC CLAY MI-I SILT OF HIGH PLASTICITY. ELASTIC SILT 1 T HAN 50% AND C11-Ay INORGANIC CH CLAY OF H IGH PLASTICITY, FAT CLAY 1. FA F',F;ING ON THE J OUln LIM!- NO ?or)SIEVE np, MOP.r ORGANIC OH I ORGANIC SILT, ORGANIC SILT PT PEAT AND OTHER Vllr,)-I)-y ORGANIC SOILA, SOIL MOISTURE MODIFIERS NinTES I FIELD CLASStFlCi ON BASEP. C)N VI SL EXAMINATION DRY ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENE k/v AO('.()PDANGF IA/17 1-1 AS D2A88 -p,3. THE TOUCH SUG KTI-Y MOIST TRACE MOISTURE, NOT DUSTY ON ASTM D2AA c MOIST DAMP, PUT NO VlSIRLCVfAlrP VERY MOIST VERY DAMP, NIC)tSTURF.- rrl-T m THE TOUCii DESCR(PTIOW, 'If I)F N OR COW 'TIJ.AC,y ARE RASED ON iNTl:'RF Ors 131 OIN-C.01-INT DATA VISUAL WET VISIBLE FREE WATER OR. S ATURATED, APPEARANCE Or oli,s ANWOP TEST DATA USUALLY SOIL 19 OBTAINED FROM BELOW WATER TABLE LIU A;-SP CIATUS, TNC� UNIFIED SOIL CLASSIFICATION SYSTEM c60f6o.11nmai rnqmci,-li Cini-Ilnq• plRh $,Innnp� PLATE 3 TEST PIT NO. 1 Logged By! Data Brown, silt', fine 5A'NO, trace r..nrn gravel, rotten timb f phstic. sheets., 10N3(; dt (F11 -I.) Ground Elev.1 I sample (N) W BIOVAI Other Test Igo No. ft. qAnrij, SILT, trar.e orange, staining. Stiff, MOat. F'rav siltV, fine C ANIF), weakly remenVICI, dense, moist. 0119 fli! Test pit VIrmina;Pd (q), A n ft, no grnvndwafar encountered daring e)(ravalion TEST PIT NO. 2 Logged By: J\N Date 1076105 I Semple (N) LISCS SNI D"(. II slowei Type No. ft, SM arolvn, may, fine SAND, trace. coarse gravel, occasional colhhle, decayed stomps, plastic cheats, loose, dry 1AL ,rpiv, sonny, 311-T, 'nP L111-stiff, Moist SM Gfay, spry, fine SAND, wealdy rein .ented dense most, (\A(EATHFRFI) ni_I-) Test Fj; terminated (7 A 0 P, no gV01-1110018tPW encountered during to LFGENID: SS 2" 0,0. SIAI.Spn B Bulk Sample UTU ASSOC] ATES, INC, oentwiinjoal FnqmoeNnc, OwInq _Y FMrt?),qr.mnc, Ground Elev. 1 '71,5 1 :t Other Test GROLINDWATFR: i l I Seat Water Level Obsilinrittl0ri Well Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKVVII_A, WASHINGTON JOB. NO. I DATE 101710.1.i PLATE 4 USCS ME Brown, silt', fine 5A'NO, trace r..nrn gravel, rotten timb f phstic. sheets., 10N3(; dt (F11 -I.) Ground Elev.1 I sample (N) W BIOVAI Other Test Igo No. ft. qAnrij, SILT, trar.e orange, staining. Stiff, MOat. F'rav siltV, fine C ANIF), weakly remenVICI, dense, moist. 0119 fli! Test pit VIrmina;Pd (q), A n ft, no grnvndwafar encountered daring e)(ravalion TEST PIT NO. 2 Logged By: J\N Date 1076105 I Semple (N) LISCS SNI D"(. II slowei Type No. ft, SM arolvn, may, fine SAND, trace. coarse gravel, occasional colhhle, decayed stomps, plastic cheats, loose, dry 1AL ,rpiv, sonny, 311-T, 'nP L111-stiff, Moist SM Gfay, spry, fine SAND, wealdy rein .ented dense most, (\A(EATHFRFI) ni_I-) Test Fj; terminated (7 A 0 P, no gV01-1110018tPW encountered during to LFGENID: SS 2" 0,0. SIAI.Spn B Bulk Sample UTU ASSOC] ATES, INC, oentwiinjoal FnqmoeNnc, OwInq _Y FMrt?),qr.mnc, Ground Elev. 1 '71,5 1 :t Other Test GROLINDWATFR: i l I Seat Water Level Obsilinrittl0ri Well Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKVVII_A, WASHINGTON JOB. NO. I DATE 101710.1.i PLATE 4 r LEGEND S8 2 0.0 Split spoon :Sample ST 3" O.r) Sh�.Ihv= I uhe Sample 8 Bulk Sample LIU ASSOCIATFS, INC. Gwtschnicsl Engineerinp Fngirionrinq Gvnloay 1 Salome GROUNDWATER: Seal Water Level Obsenaftn Wall Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON ,108. NO. DATE 1017/08 PLATE TEST PIT NO. 3 Ground Elea, i3 Logged BY' Date (N) w $oil Otescription A flA si firie SAi\ :j, c coarse gravel, occasional v af glass brit itie, 100SP rIlrY (FILL) SM Brownish. gray, silty, fine SAND, trace coarse gravel, some brolAtn staining, mpdjumAnnse. moist _M AND, Prate f rovel, dense, MOISt� Gray __LWEA_fMERr D ]'11LIL'i f ine P InfiRM&M Tan (WEATHERED I ILI-) B'D IL Test pit tarniinetPd na 10. 1 very -light groundwater encountered TEST PIT NO, 4 Logged BY oet'e' I Mas Depth USCS Sol] DwfFptlon I sairaft IN) w I Bl ows/ Other TeM it. 12 T 0 .'A I mL srownip srinny, SII.T, mPriiuln stiff, most, SM Brownish -gray, sitty, line SAND, trace coarse gravel, some I)rown staining, medium-dense to dense, moist. (WEATHERED T(LL) roqlk pit terminated (q), 7,0 ft, very-light groundwater encountered 5.0 1 during excavation. LEGEND S8 2 0.0 Split spoon :Sample ST 3" O.r) Sh�.Ihv= I uhe Sample 8 Bulk Sample LIU ASSOCIATFS, INC. Gwtschnicsl Engineerinp Fngirionrinq Gvnloay 1 Salome GROUNDWATER: Seal Water Level Obsenaftn Wall Tip TEST PIT LOGS PARKS DEVELOPMENT 137XX SOUTH 45TH AVENUE TUKWILA, WASHINGTON ,108. NO. DATE 1017/08 PLATE TEST PIT NO. 5 Logged By 10/6/05 Ground Elev. I %.g 7 3OM016 N) VV Usc."; Blow$/ Other Test OL 12" 3 opsnll ML 9 mnu*V, SILT, 'nft 1`0 MISCHU111-Stiff, moist. -Somn gravel and nrnricle stsininq en C'n u r r el, 5 SM Brownish-gray, silty, fine SAND, trace cciarse gravel, medium -dense to dense, moist. (WEATHERM 11-1.) Test pit tnirminateri na. 7 0 fi, anCaUrllercid TEST PIT NO. Logged By. Date- Ground F41ev uscs —SEM&dt_ (N) IN Other T s" Ao— Tee; if) LFGENO: S.5 2-' ST GROUNDWATER: 3" 0 D Shelh� 8 Bulk ssmple Water Level 4 Ou well Tip T AS54'�(- IA'FEN, TNC, TEST PIT LOG t PARKS DEVELOPMENT �n rarrh Science 137 XX SOUTH 45TH AVENUE TIKWILA, WASHINGTON JOB NO DATE PLATE .00 WANG ENGINEERING, INC. OM a*+►•+.. 14735 16e AVE, N.E. WOODINVILLE, WA. 98072 TEL: (425) 489 -0927 FAX: (425) 489 -0927 Imam P&MIt No. March 17, 2006 Mr. Steve Detwiller Rehabibat Northwest, Inc. Re.: Retaining Wall Shear Key 137xx 45' Ave. S., Tukwilla Two Neighboring Lots Eli Steve, 00& 1�a6J This is to confirm that there is no need of shear keys in the retaining wall construction at the aforementioned address and the constructions of similar models on two neighboring lots. The friction resistance by the weight of house and concrete slab -on -grade in front of the retaining wall, and the earth anchoring function by the walls perpendicular to the retaining wall and the concrete wall footing on the opposite end of the wall are sufficient to provide the sliding resistance to the wall. Sincerely Yours, v Ming T. Wang, P.E. V t TA yeti c�z C 1 srotlwt,a'�' ex►wES 0 &'08/ p'7 RECEIVED MAR 17 2006 DEPARTM NT f 'PACE An Engineering Services Company February 10, 2006 Mr. Steve Detwiller President Rehabitat Northwest, Inc. 5639 19"' AVE SW Seattle, WA 98106 Subject; 137XX 4r A venue South Tukwila Stormwater (Roof Drain) Evaluation PACEJob# 06408,00 Dear Mr. Detwiller; Engineers I Planners I Surveyors RECEIVED FES 14 rn n TUKWILA PUBLIC WORKS PACE Engineers, Inc. would like to thank you for the opportunity to provide roof drainage plans for the 137XX 45 Avenue South Tukwila project. The parcel numbers for the three lots proposed for development are 7347600354, 7347600355, and 7347600356. The purpose of this letter is to provide the stormwater evaluation for the subject project and should be used in conjunction with the roof drain stormwater design plans by PACE Engineers, Inc. dated February 2006, Job #06408.00. This letter addresses the design considerations identified by the report dated November 11, 2005 by the Geotechnical Engineer, Liu Associates Inc., and is incorporated into the stormwater design. The general stormwater design for each of the three proposed single family residences will collect stormwater runoff from the roof and foundation drains and tight -line the water to a dispersion trench which will sheet flow the stormwater runoff away from buildings. Each residence will have its own dispersion trench. The dispersion trenches will remain 5 feet from any property line and 15 feet from any structure. Infiltration is not possible for the project site because the underlying till soils cannot adequately infiltrate the stormwater from the proposed development. Please see Page 14 in the Geotechnical Report. Due to the changes in elevation over the project site, it will not be possible to drain the roofs and paved driveways to the City of Tukwila storm sewer system along 45"' Avenue South, Dispersion trenches shown on the plans are designed per the Geotechnical Engineer's recommendations where the total length of spreader pipe for each residence is approximately 1 foot of length per 50 square feet of impervious area. Please see Page 15 in the Geotechnical Report. The length of dispersion trench recommended by the Geotechnical Engineer is greater than the requirements given in Appendix C, Small Site Drainage Requirements, of the 1998 King County Surface Water Design Manual, which has been adopted by the City of Tukwila. King X 001 Kirkland Office 750 Sixth Street South I Kirkland, WA 98033 p 425.827.2074 1 1 425.827.5043 paceengrs.cem Engineers I Planners I Surveyors Mr. Steve Detwiller 137XX 45 Avenue South Tukwila February 10, 2006 Page 2 County Design Manual requires 1 foot of length of spreader pipe per 70 square feet of impervious area. The length of spreader pipe recommended by the Geotechnical Engineer was employed in the design of the stormwater dispersion trench. A vegetated dispersion zone shall be constructed at least 20 feet in length on the downhill side of each dispersion trench. The downhill side of the vegetated dispersion zone shall be graded with a slope no greater than 20 percent. The vegetated dispersion zones shall be planted with proper vegetation to minimize any erosion potential. After stormwater exits the vegetated dispersion zone the stormwater will sheet flow toward the east for approximately 50 feet through dense underbrush and second growth forested area before reaching the easternmost property line. The surface water runoff will continue as sheet flow through dense underbrush and second growth forest. Please see Sheet C1.0 of the Roof Drain Plan for further details. The storm drainage design by PACE Engineers, Inc. and the design recommendations by Liu Associates, Inc. for the subject property should be followed to ensure proper disposal of stormwater and to prevent any disturbance to neighboring properties from the proposed development. If you should have any questions regarding this letter, please contact myself at (425) 827 -2014 or by email at iererrivs(aloaceenors.com. Sincerely, PACE ENGIPIILERS, INC. Enclosures: Design plans completed by PACE dated February 2006. P: \PO6 106408.00 \Dot \Stamwater Evaluatlon Letter.doc (PACE J PERMIT CO RING PLAN REVIEW SLIP ACTIVITY NUMBER: D06 -004 DATE: 1 -3 -06 PROJECT NAME: REHABITAT NORTHWEST INC SITE ADDRESS: IM4t� 4S S X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter Revision After Permit Issued OEPARTM ENTS Q n 61 1 Aw(I h- l k N "IC Y" I�in visio� Fire Prevention PlahOng I Public Works Structural Permit Coordinator TION OF COMPLETENESS: (rues., Thurs.) DUE DATE: Z -5 -06 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 �UTING: ase Ple Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: AMROVALS OR CORRECTIONS: Approved Approved with Conditions❑✓ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: D=c ts/=Ung sIIPAcc 2 -28 -02 DUE DATE: 2-2 -06 Not Approved (attach comments) DATE: Bldg Fire Ping PW Staff Initak• INSPECTION RECORD v y I Retain a copy with permit INSPEcri0i NO. N 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pOt)4 31-34 Pa4ect jType pj X Address; Date Called: /-3 ?ZlY -5�Au S I 5pecial Instructions: Date Want* Z_ a m N Aliproved per applicable codes. CdMMENTS: Requester: Phone No: El Corrections required prior to approval. I \1 Arl 1� r I Date.*L/— 68.00 REIIIASPECrI04 FEE REQUIRiD. prior to Inspection, fee must be' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: I Date: N I i INSPECTION RECORD 13 I V 6 Retain a copy with permit ,1 INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pr ect: Type of I ns ,p eciion: FhA6 /fA� /1/� I f �7/N� A 7 (Date Called: Special Instructions: Date Wantetl t 1 y- �;ir. Requester: Phone No: I Approved per applicable codes. El Corrections required prior to approval. ICOMMENTS: �O ^A0 /6 i A/Si/l/ dz 1 //4/r 4 /OA/1. /e/,'7W Ali hvi'lWl 7;i� Oat Date:REINSPECTION FE REQUIRED. Prio o inspection, fee must be 6300 Southcenter B vd., Suite 100. Call to sechedule reinspection. Receipt No.: IDate: I 11 yam;:,' I INSPECTION RECORD I I J Retain a copy with permit 7 INSPECTIbN NO. PERT CITY OF TUKWILA BUILDING DIVISION 6300 Southce Blvd., #100, Tukwila, WA 981888 (2 -36 0 P /o( /�WI TYPeotl n L sEec C�vT� /V Address: 7 A S (Date Ca 11 ed: Special Instructions: Date W— y6 a Reques.ar: 9 Phone No: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: n c (IAA 21 (VA 'sV'*Wd.:vis /'V2iel. r- "aa.Yis -577Fe #4- i. A /4 iUDT llny/J f/) A/D Ao(OT A011t %X l e AlsRe er 4 l T 1% lei W Date: 0 REINSPECT ON EE REQUIRED.� to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I Receipt No.: IDate: I w i INSPECTION RECORD QIN CTION NO. Retain a copy with permit CTION NO. PE* CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ("670 Proje (Type of Inspection: of 'I 7 Address: Date Calldd: t Sp6ciat Instructions: Date want: a.m. 0 p.m. Requester Phone No: n Approved per applicable codes. WCorrections required prior to approval. COMMENTS: P c.rt 4 i 5.. Win. /I n y -:7-ex $58.0"EINSPECMRftE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: 14816 Military Road South P.O. Bo. 1 550 Tukwila," 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 k Certificatey Sewer Availability OR b y Applicant) Purpose of Certificate: Building Permit Preliminary Plat or PUD Short Subdivision Rezone Other Proposed Use: Residential Single Family Residential Multi Family Commercial Other Applicants NameT ;�i.�r�} rl,- ,In s,, Phone: 7n/" G3Z— 1,�� Property Address or Approximate Location: I?�1x.x y�-;b YAr5P E� Tax Lot Number. 73 /5 .3 r)A4 Legal bescription(Atlach Map and Legal Description If necessary): L,,t 4 0.c- L4 "R ioerAt rnOL .AZ�w Rd ry-v16 Part S: (To Be Completed by Sewer Agency) 1. W a. Sewer Service will be rovided only g p by side sewer connection on to an existing size sewer ^H feet mm the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an Improvement to the sewer system of: (1) feet of sewer trunk or lateral to reach the site; and/or (2) the construction of a collection system on the site; and/or (3) other (describe): 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR b. The sewer system Improvement will require a sewer comprehensive plan amendment. 3. 0 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: &J O a. District Connection Charges due prior to connection: GFC: SFC: $-9Q0 UNIT: TOTAL: (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: Required May be Required c. Other. prry KW1tA IA 1200 p8=CENTER I hereb rtify that the above sewer agency information is true. from a ate of signature. This certification shall be valid for one year 9 T 4 h oil- BYP Title Certificate of Sewer Non Availability /o y /os Date Do& 004 i� ,waA CITY OF TUKWILA it Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: 0 (Use separate sheet N more roan is needed) r i'4 ,4° T x; P a y y lx ;�ron ;��.i;!'1f.k�cQmi�i�t" lid', by, �i�dli��!► t�C,. r�: u�" r.,. �ar��?s�''; 3, xa_ �a.,, b.,.,: Site address (site Amap and legal cription sh hydrant location and size of main): .,0,. Phoney,,,, 932 7355" This certificate Is for the purposes of: Name: 6L, Address: Inc( �5� to t Phone'e�ul 532 74 Residential Building Permit Preliminary Plat Commerclal/lndusldal Building Permit Rezone Estimated number of service connections and water meter size(s): r� Vehicular distance from nearest hydrant to the closest point of structure Is Area Is served by (Water Utility District): k 17 *1 1- t.0 A,4;IZ OwnedAgent Signature Short Subdivision Other y3IS4: 16 11 14K- Date' I �.P�i7t' Ilia- x�a.k +��smPt�t��I�3+:t�i�# flirty:#► sad! �t���, �s���=. ?u.! ����tR .s����!�i�'~�,�^�" °�R����!��+ 1. The proposed project is within 2. �o improvements required. Permit Center /Building Division: 206431 -3670 Public Works Department: 206 433 -0179 Planning Division: 206431 -3670 (City /County) 3. The Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the Improvements listed above, water can be provided and will be available at the site with a flow of J COO at 20 psi residual for a duration of 2 hours at a velocity of 12- fps as documented by the attached calculations. b. Water availability: ga�'Acceplable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the Improvements in Item B -2 are met. rf110111M n System is not capable of providing service to this project. ary 011 TUKWIW JAN 3 2006 1 hereby certify that the above Information Is true and correct. Lt t Agency hone ZOG Z q,5 *7 tapplicationslwater availability (7 -2003) Printed: 9 -19 -03 r r.rw,i r %#W. I B t 9prn /D- 4- 0sr Date fy I r•cs DO (0 go 004 Look Up a Contractor, Electri -ian or Plumber License Detail Pagel of 2 swr %%W Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License l REHABN1973KZ Licensee Name I REHABITAT NORTHWEST INC Licensee Type I CONSTRUCTION CONTRACTOR UBII602241649 Ind. Ins. Account Id I Business Type I CORPORATION Address 115639 16TH AVE SW Address 21 I` City ISEATTLE County I KING State WA Zip 198106 I` PhoneI2062553474 Status ACTIVE Specialty 1 I GENERAL Specialty 2 I UNUSED Effective Date 5/9/2003 Expiration Date I5 /9/2007 Suspend Date I Separation Dated Parent Company Previous License I REHABN•016MA Next License Associated License Business Owner Information I Name I Role I Effective Date I Expiration Date DETWILLER, STEVE IPRESIDENT 105/09/2003 1 FROST, PHILLIP ITREASURER 105/09/2003 1 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date CAPITOL INDEMNITY Until #3 CORP 919249 03/07/2006 Cancelled $12,000.00 03/14/2006 https:H fortress .wa.gov /lni/bbip /Printer.aspx ?License= REHABN1973KZ 03/28/2006 x x x x x x x x x x x x x x 1 `' ir� 20 g a Z o �z$ F— U ~ W O O o+ CD I- 0 O Q Z 2 0 � Q ¢ d LU O p CO L Y X LLI D_ >< N w F- o z � m a I 3 ♦ . 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