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Permit D03-296 - SINGH RESIDENCE - NEW HOUSE
SINGH RESIDENCE Z 6 1441 48 TH AVENUE U. UO (no W= SOUTH ALL. W O U- a • d =w Z f--. F=O Z F- w U� O 52 W W H U O Z D03 -296 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000514 Address: 14416 48 PL S TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 14416 48 PL S, TUKWILA WA Owner: Name: SINGH JARNAIL Phone: Address: 4911 141 ST SE, SNOHOMISH WA Contact Person: Name: JARNAIL SINGH Phone: 206 - 650 -0082 Address: 4911 141 ST SE, SNOHOMISH WA Contractor: Name: OWNER AFFIDAVIT IN FILE - JARNAIL SINGH Phone: 206 650 -0082 Address: 823 THIRD AV, #107, SEATTLE, WA Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,121 SQ FT SINGLE FAMILY RESIDENCE, INCLUDING A 1,450 SQ FT BASEMENT, 649 SQ FT ATTACHED GARAGE, 324 SQ FT UNCOVERED DECK AREA AND 100 SQ FT COVERED DECK AREA. PROJECT IS ON VALVUE SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRIVEWAY, LAND ALTERING, STORM DRAINAGE /EROSION CONTROL. Value of Construction: $ $333,897.26 Fees Collected: $4,424.35 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 542 c.y. Fill 542 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N N N N Profit: N D03 -296 r —� Permit Number: D03 -296 Issue Date: 02/26/2004 Permit Expires On: 08/24/2004 Public: Non - Profit: N Printed: 02 -26 -2004 �usrw,:t..kiw �,iJu:::nwr�r". W �vi�2:tii4 %1i +11;�eS.C61 �w.:%Hk�i doc: Devperm City of Tukwila ** Continued Next Page ** D03 -296 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Main Extension: N Private: Public: Water Meter: N Printed: 02 -26 -2004 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Print Name: V ' L- I hereby certify that I have read and examined his permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi n or the performance of rk. I am authorized to sign and obtain this developm nt perm't. F . - Date: :T \` Date: 2 -C ` i Signature: - 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. vN1 Cn D03 -296 Date: o2c D V Printed: 02 -26 -2004 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000514 Address: 14416 48 PL S TUKW Suite No: Tenant: SINGH RESIDENCE PERMIT CONDITIONS D03 -296 Permit Number: D03 -296 Status: ISSUED Applied Date: 09/24/2003 Issue Date: 02/26/2004 1: 2: 3: ** *BUILDING DEPARTMENT CONDITIONS * ** 4: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 5: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 6: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 -835- 1111). 7: All mechanical work shall be under separate permit issued by the City of Tukwila. 8: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 9: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 10: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 11: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 15: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 16: Manufacturers installation instructions required on site for the building inspectors review. Printed: 02 -26 -2004 City of Tukwila r^' Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: 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. 18: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 19: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 20: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 21: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 22: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 23: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 24: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 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: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 30: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 31: Land Altering (grading) to be carried out in accordance with the plan dated JAN 31, 2004 (REVISION #1) and aprpoved on FEBRUARY 17, 2004. 32: AN ELECTRICAL PERMIT FROM DEPARTMENT OF LABOR AND INDUSTRIES IS REQUIRED FOR FOOTING DRAIN DEWATERING PUMP. 33: ROCKERIES SHALL BE CONSTRUCTED PER CITY OF TUKWILA STANDARD DETAIL RS -5. IN THE EVENT THAT A ROCKERY CAN NOT BE INSTALLED PER STANDARD DETAIL, THE APPLICANT IS REQUIRED TO NOTIFY THE BUILDING DEPARTMENT IMMEDIATELY AND SUBMIT AN ALTERNATIVE ENGINEERED PLANS FOR A RETAINING WALL, INCLUDING STRUCTURAL CALCULATIONS. doc: Conditions D03 -296 Printed: 02 -26 -2004 34: APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF THE DECEMBER 3, 2003 KRAZAN & ASSOCIATES, INC. GEOTECHNICAL REPORT TITLED "LIMITED GEOTECHNICAL ENGINEERING INVESTIGATION ", WHICH IS ATTACHED AS PART OF THIS PERMIT APPROVAL. 35: THE GEOTECHNICAL ENGINEER, REPRESENTATIVE OF KRAZAN & ASSOCIATES, INC. SHALL MONITOR DURING CONSTRUCTION, COMPLIANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, PARTICULARLY SITE EXCAVATIN, SHORING, SOIL SUPPORT FOR FOUNDATIONS INCLUDING SUBDRAINAGE INSTALLATIONS, SOIL COMPACTION AND ANY OTHER GEOTECHNICAL ASPECTS OF THE CONSTRUCTION. THE GEOTECHNICAL ENGINEER SHALL MAKE WRITTEN, DATED MONITORING REPORTS OF THE PROGRESS OF THE CONSTRUCTION AND SUBMIT THEM TO THE CITY IN A TIMELY MANNER. 36: PRIOR TO FINAL PERMIT SIGN -OFF THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL CONSTRUCTION MONITORING REPORT CONTAINING A STATEMENT FROM THE GEOTECHNICAL ENGINEER THAT, BASED UPON HIS /HER PROFESSIONAL OPINION, SITE OBSERVATIONS AND TESTING DURING THE MONITORING OF THE CONSTRUCTION, THE COMPLETED DEVELOPMENT SUBSTANTIALLY COMPLIES WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 37: PRIOR TO FINAL PERMIT SIGN -OFF THE SAO HOLD HARMLESS AGREEMENT SHALL BE RECORDED. 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 construct •n or the performance of work. Signatur Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i - . ! di Date: ( 3 -( .\N\ R 1 (._-- 1 i\1 ►-1. D03 -296 Printed: 02 -26 -2004 ' l,, King Co Assessor's Tax No.: I Site Address: , LI �•-1 C `' 8 P �—' -TU K k)1' LI ) 1.-39 .9R)6 Suite Number: Floor: Tenant Name: 12 Al L t CS) \—\ New Tenant: z:.. Yes El ..No Property Owners Name: 1)-RN 11\ L �1 6-)1 Mailing Address: L3 C 1 I ) 21 <S`r SE S 1�101-i oi`n1SH 2 - � City Stat Zip Day Telephone: c U C3 6Sd 00% 0— Mailing Address: 1-0 I I 11 ST•' a. • S \1O1 m∎S 'VAfi • c W C. City State Zip Fax Number: C) 4, 6J a 921 0 0 Name: —a prizo 1 L � ■\ &E-1 E -Mail Address: \ H\ ‘D V\OTmAtL- ' CO M Company Name: Contact Person: E -Mail Address: Mailing Address: q j / / 1 • Si\torAan'115■-\ - City Contact Person: E -Mail Address: E -Mail Address: \applications\permit application (3.2003) 3/2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print* * Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** : °ARCHITECT OF RECORD All plans must be vet s tamped by A rehiteet of Recor Company Name: CQ A 1\12_ __7\c, \ C'N • \ c • Mailing Address: T I-19 7S S ) NT2- R bRi AN Pt . & M 1,:)■ LLi arn2 l< ►rm be N w Ram , ,.(\n ENGINEER OF RECORD = All; plans aiiiust beYweestamped by.Engmeer:ot Recor State Zip Day Telephone: 2-a 6 6, 9 Sc5 Fax Number: 0 _v_,E I/ • 9 tag City State Zip Day Telephone: L 676 S S 9 Fax Number: / � LS E, O -1 C) Company Name: -'T^6 - 1C.\ \75c 3 CS? , Mailing Address: \� \ Q. W T \ 1 ) pry e_ AV 1 i E V E R E T .T /C • c City State Zip Contact Person: C---‘"\ � R \ U \ 1'4 ` O NI Day Telephone: Li A 3'� 9 r\7 c13 Fax Number: LA )^ `� c'2. 0 �'1 I R; J .{? I � f1 LDING;PERM ! IT INFORMAT! }an�t- iDg�+Y %Y � 4:f :'�' a„�'.`G', w •�' •4= :..'l.Y,.y'�};f :.; t'• Valuation of Project (contractor's bid price): $ 1 5D) 0 a r oo • IF ft o Ow) u f 1. 0 SNA. t Will there be new rack storage? ❑ ..Yes Existing Building Valuation: $ l t n • Scope of Work (please provide detailed information): t• \ w ■&i ) 3.1x o If "yes ", see Handout No. for requirements. rovide;All Building Areas in Square Footage Below , ► . Floor ; ::2FITleer._• .3' Floor Floors;'!.::::: `:Basement >. .Aecessory, - :Structure *' • Attached; Garage ,.. Detached , Garage, 'Attachedarport.: - Detached :Carport .Covered %Deck:: ::Uncovered Deck_; Addition Existing Structure 75 L A L��3 Type;of Construction '. per UBC 'Type of` : Occupancy.per' :UBC . 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) 2 2 —C 1 T *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? J ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑_Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes [ No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 ❑..None . Other (specify) M rank: Page 2 : i ;toive, cae`Lti tcbz t" 4 ti Scope of Work (please provide detailed information): 1 "-- )0 41 1 11 - e-' \ ,--- , (�,1,� )(05 — mot S, Water District ukwila 0... Water District #125 ...Water Availability Provided Sewer District ❑ ...Tukwila .. ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): Plans (Maximum Paper Size — 22" x 34 ") [.Technical Information Report (Storm Drainage) i Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easements) ❑ .. Maintenance Agreement(s) 0... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way y ...Total Cut 5 A-- ..Total Fill f54 ?_ . Please refer to Public'Works Bulletin #1; #or fees: and estinnate sheets :. \applications\ permit application (3.2003) 3/2003 cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ... Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ig ...Permanent Water Meter Size..20 t31 " ❑ ...Temporary Water Meter Size.. ❑ ... Water Only Meter Size .Sewer Main Extension . ublicDC ..Water Main Extension Public{ I , Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ft /f fl WO# WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization M. Trench Excavation �.. Utility Undergrounding ❑ .. .Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 1 ...Water M..Sewer ... Sewage Treatment Monthly Service Billing to: Name: `7 Prf NAIL Sln)Cn - l Mailing Address: L►9 / I / I S T Water Meter Refund/Billing: Name: ) P1 PO L Mailing Address: /1911 14; S T SE- Day Telephone: tDNO e Std Cog 2 5rloh0 (y1,91-I c=t82°C City State Zip Day Telephone: G G s o0S Srl°Horns, -i 1-Jic)• 982-96. State Zip City • Unit Type: Qty Unit Type: Qty Unit Type; Qty Boiler/Compressor: ty. Furnace <100K BTU 1 I Air Handling Unit >= 10,000 CFM Other Mechanical Equipment , 0 -3 HP /100,000 BTU �. Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent 3 Hood 1 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): 14 a 0 Scope of Work (please provide detailed information): ,e/ 7 ) Na ? AJr5 S! 5 . £P ee.cl ec. Use: Residential: New ....N Replacement .... Commercial: New .... [] Replacement ....0 Fuel Type: Electric ( Gas ....0 Other: Signature Print Name: Date Application Accepted: \applications\permit application (3 -2003) 3/2003 - DP-RN) X11L 1 —l9f1 / Indicate type of mechanical work being installed and the quantity below: T APPLICATIONNOTE 9 V--63 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AGENT: S'T . .9_V■I0H01 City c/•c - 0F1. Fax Number: Ircable to all permits in this ap �►� Rl�l A IL (nh Mailing Address: 1-ig /I /4 I S SE - Sr1oHOmom City Date Application Expires: Page 4 State Zip Day Telephone: c 2 6 65 O O c Date: 5 2 2 d,' Day Telephone: 021 -C S O O O `D :2-- /_J • qg' Stale Zip Staff Initials: i City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT = 1 're Lu Parcel No.: 0040000514 Permit Number: D03 -296 g 0 Address: 14416 48 PL S TUKW Status: APPROVED u 0 Suite No: Applied Date: 09/24/2003 Applicant: SINGH RESIDENCE Issue Date: J i._ co tL W O i Receipt No.: R04 -00233 Payment Amount: 2,550.71 u. Initials: SKS Payment Date: 02/26/2004 03:47 PM H w User ID: 1165 Balance: $0.00 z H F- O Z F— LU ju D p U 0— O I-- t1.1 W = U Type Method Description Amount LIF— _ O Z Payment Check 1377 • 2,550.71 ai U= O Z Payee: TRANSACTION LIST: doc: Receipt JARNAIL SINGH ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/342.400 000/342.400 000/386.904 2,304.15 14.56 124.50 103.00 4.50 Total: 2,550.71 02/27 9 716 TOTAL 2651.04 Printed: 02 -26 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0040000514 14416 48 PL S TUKW JARNAIL SINGH R03 -01167 SKS 1165 JARNAIL SINGH TRANSACTION LIST: Type Method Payment Check 1342 PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 1,873.64 Payment Date: 09/24/2003 03:28 PM Balance: $2,513.75 Amount 1,873.64 Current Pmts 1,483.14 250.00 37.50 103.00 Total: 1,873.64 D03 -296 PENDING 09/24/2003 3006 09/25 9716 TOTAL 1873.64 Printed: 09 -24 -2003 Projt ." IA I IL; Type of Instiection: A / Address l& 4 .� L Date Called: ` O 7 2Z / /,,9 / V Special Instructions: •tebdi �u i " 3r) q Date Wanted: 1 n e Requester: Nq;, 0 Phone f 6 ,50' INSPECTION RECORD Retain a copy with permit ix& ?• ‘go o PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . 5 - 4Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0\r%re(AA(AA r OW ()1-to Co IAA p\ l�- -r> C` 1 Inspector`: Date: IO s -o'-\ ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 0 1/1/ Type of Inspecti n: l _ 0434 CL Y- C _ � • ! - � r ; Y - t r y 1 ) O ' ' � r() v ✓ P c - 4 - \f f i + ( 2.) SF►�r) M A.P`�•�r44W V\-PA-P ov4 4 Ci Spec-ill S eciAI I strucitons: f { ed 3D tt It Cala Pi t n ' aiiiaLdi Mai n 1eV-e. bckv'OO 3•� y -e / IVA)s•e �ra)r R oe(L r) �€ C 1` C k-X4 t n CC v\ r1 C-14 C. I ■ h \ �4 / 1 l , ^ C4 kei'.c4∎ p A0,1✓ A-r) V1 t J r.Kt Y\C S . �11 54.6; 4. `4.,$f V v.4) t 4,1 c,k ari C 1_ 4P ►ivi e k\-4-- \l'\ a 4 k,,,, v,A,„A 1 ,s, v, ? i kvi; yl t 114 t b.) ..5 Vrr o`i Si A-04 0-C- bq �Im �.'k' - S �c, i r vA.. « ∎ ` �\-r) 1 � 3 I C� re,-0 r 41,64 ij i 1 f 7) T. 11 `Iv \alr -k s\r llr‘....eun —e + "floor Q4 \ 00410 tv. 4 a4 P -'ect: ♦I,/ A.6 I' fC Type of Inspecti n: l All a s:; r ' c I Date Cal led: ro ill /oq Spec-ill S eciAI I strucitons: f { ed 3D tt It Cala Pi t n ' aiiiaLdi Date Wanted: 1 U 70/0 1 1 - er:t Requester: /,-� / � D G i-.fal `�` Pho o : CP) 0,6 — n t nga - Pcf q -e / of 2 INSPECTION RECORD � Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector:r,Q Corrections required prior to approval. Date: 10-0./0'04-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to in spettion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule r Receipt No.: Date: 4 60 \ vr.‘, se COMMENTS: Type of Inspection: 1 - r i het i 1, , GI.) I- v--0"A- ;�dcci Va i t 6\ - t SDL/ + -e v\cf VVP 'ea c, , 4 Vi-e. ?)19" h; r wAi v\ t vo on" W V '4'k. o r v' .4 (.Q . AO w t) V2. 41eVA Project: ( v\C t Ire Id> S Type of Inspection: 1 - r i het i Address: \/-‘i-MR L AS V Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: INSPECTION RECORD -1� Retain a copy with permit v � 3 ��� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspecto Corrections required prior to approval. Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:, . I ✓nr V1 --\ * Type of Ins ection: I CP l \k +nf V\SLACA 3 I ", Cif Address: \I-ti-Hu ?1 S Date Called: 1 10 -0 - 0 1 1 Special Instructions: Date Wanted: \O — ) O a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ('n e k Inspector: R Date: 01c71- 011 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje 3 . 1 ✓�� 'PS . Type of Inspection: V Im 1 v. Address: t � t L t 0 ? 1 > Date Called: I o) v - otl Special Instructions: Date Wanted: a.m. Requester: Phone No: z�r INSPECTION NO. INSPECTION RECORD Retain a copy with permit b03 b PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 'pproved per applicable codes. El Corrections required prior to approval. COMMENTS: - 3 0Aen../ 0 ". Inspector$ &t. � } Date: 16 I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: &//' ) L LJ i v1 Type of Inspection j,_ ''1, ( ✓1CCQ, p AAJ 74.4t- Address: /4/t /lto 4 /g - p) 3 L) fl l� ft;1 7 Date Called: Io J _ ` 0 /0 / �4 Special Instructions: 0 0 M ` i L C O ;/� ( r>, / /I i ,f- r&v-LtA Date Wanted: a. p.m CC// // // of 4J /i Project: i � #�{ �rl Pr)c e. Type of Inspection j,_ ''1, ( ✓1CCQ, Address: /4/t /lto 4 /g - p) 3 Date Called: Io Special Instructions: 0 0 M ` i L C O ;/� ( r>, 2.N. Date Wanted: a. p.m CC// Req •kl(ncd 1 Sin., lam. Phone No: , (5. o -vo& a : dit4lk,': �: z< �ud��? i; l} k; i? t�k: A;' 1'i;i ".i *LrYi� },','a:y',i +;'e«: .,:✓ . �,i: ,� '`�Yo'� .w..,�. �: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: tit) Date: /o // ?AY Approved per applicable codes. 0 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro t; r i _...) ( A10/01-e tv Type of In pection: nn .. i Address: 4 �� Da alle : 'S a ial In tructions: P ,, p �• f Date Wanted: 1'17 4 Requester: \ Ph ne �§ oc)115yoga I ' .., t�. 23 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 15 - klApproved per applicable codes. El Corrections required prior to approval. COMMENTS: v vn .er' r h� Date: U L� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: I Iv h S Type of Inspection: .1..h f I j ,� -P v,r- ( .vut�Tinfer A dress: �� 16 LIB PI S Date Called: , 6 -- 13-u�f Special Instructions: Date Wanted: r ; C� " 15`0 C -' i f 4,121.. (rr' Request r: -._ VAr nCAI Phone No: 2Z INSPECTION NO. '1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 03 -d 4. � •. (20.)431 -3670 P ER Approved per applicable codes. COMMENTS: C-Of flo C, CA/ 4 \-/IA El Corrections required prior to approval. Inspector: "VA Miff' Date: �- ►3- Ll El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ` �c 1 -) (DG rU C �P ‘ 11 r l.t 1 i -fi( In T l I 1.P f 30\s � ta1�j*V -2 I YflatJ\ �ffS I. • Ic., \FPrS Sj - \j O X IA All \ Docket(. Addr ss: it p 0\C '.\-c) VIA 0A cl- - ru p- h of sz Tf C€ t � XOr CAI \t, rti ■ v-s Se-PC4t fi - \A{\T,n CU►'Yeq4■ov rr)vv1,!31.4 r ! ( i /(°- a.m. ' L . Project: -..- I k Az , Type of In pection: o .0.9.,,, Addr ss: it p Das Cafle ; , Special Irfistr j o , Li , 6\ Date Wanted: - ! ( i /(°- a.m. ' Requeste : Phone No: ` Z.o (..o - ,p qi-- 005? A 21 INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Date: 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: t �� .. Type of Insq ction: (3 I� �. rs v � , 0r Address: Il - ke lp 1 -‘9 . ?1 Date Called: S — \ O Special Instructions: Date Wanted: g _" U r G a.r Requester: Phone No INSPECTION NO. t5 s. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION -6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: e c,� + cn� �r r1 e Of-t s C lArk (4 4-t El Corrections required prior to approval. Date: `- „`U L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: � s t ►1 s Type of Ins p / ection: , cor6 Z, r Address: 1 LL-11, t0 L t 9) 1)41 5 Date Called: - I I `041 Special Instructions:. ; Date Wanted: 8-1 �' ) �-0 P m'; 1171. Requester: Phone No • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION -6300:Southcenter Blvd:, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 3 ?9b (206)431 -3670 El Corrections required prior to approval. COMMENTS: C ori P L toy\ c o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300.Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: S i r{ �-. S Type of Inspection: F \ oo r vts v,a4 `, clv, Address: ∎ I1-v4\ 1.0 ` 41 5 Date Called: 16 L `O'- 1 Special Instructions: LAN e P Phone Date Wanted: g _ 9-o q 4.m; `P Re q u ester: \l v\ 6 " ( No: .)- ()lo (40O` OCJR INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. pcycie) El Corrections required prior to approval. COMMENTS: p r pLe rk Cr V 1 4) Inspector- k Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: S% I� Y s . Type of Inspect on: LjG I �:.rS�Jc Address: ILL1 I (Q 1- - t set Tt s Date Called: 8 - ( soil Special Instructions: Date Wanted: !l 8--9 -C�LI a.m. P.m. Requester: Phone No Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D6 3- a9i0 PE' I N 4' ►$ (206)431 -3670 E Corrections required prior to approval. COMMENTS: :." LOcit S - 36, e. rv mss . r rt Src ov\ Iuw I - / -1. 10 -\-1- C v-ra tk) (24 J Y�r� �P trn sP v1 - 1 L n7C? five ql S VW se c 4-r) Inspector — n Date: L+ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. Receipt No.: Date: Project: \ Type of Inspection: r , Address: , \4L -1 1ty 43 ?tS Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ' Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 El Corrections required prior to approval. COMMENTS: rfs at r Aso s r") i S t S f7 uJ.P >r W1S C2 : k-et4 !NI inspectors Date: 1 R 041 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 3A COMMENTS: TYPeI/Dec�i�n: i Date Called: 1(/0 (- \-) Y X- VMOODY' • WrA \S 1 V■ ∎) \n'1 11: C,( \ PA Date Wanted: ba se_ WV? ∎f t w\ \) S 'ne. 1 v\4 c116 (4 1-k- kk)aklw. ott f c o,i-IL1 t O`}-P‘1 VJ �4\0ov" . I CD > St�sc- e4-rn c k. " V\OV 42_ \ �s 90 ix cr -R. 0InS r)rA OAT vn: 1 Oa 4 1\ Prod ! 1 .. 4,0 -t TYPeI/Dec�i�n: i Date Called: 1(/0 (- Adfr s: ^ ij c Spe i Irts uctions. ( 1�'�' \ Ce '2„,1) y/n� i n - al &A Date Wanted: a.m. Requester: Phone o: N (I � D ` R INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. ?( Corrections required prior to approval. Inspector: ( Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Ty elf Ipspection: A f \) .1-h,Sk.)\ 0A ■ C.N■ , VA 0 .S VJ'e Date Wanted: a.m. ft / 7 1 C oche' Ph one No ( 0 cp-09 \ v\c,-,,) \cA-t- r," k A ) ' k . . .C. V ■ l e \ ti 0 V 1/..)■ Nrf C Otke)n../-e . T. 42-101 e 0 0- kn,,,-Q A V5s4) tiv\--t vCk trN cx.tio.A.- rfGtr a e . 2 -) prioidatK ') a g. Ty elf Ipspection: A f Address' 1 / 1 1. 6 Q i f.si Da e Called: t, / vd - ( 1 1 l i Sp / IP CO , - 2,D Kin, cdadi Date Wanted: a.m. ft / 7 1 C Requester:\ i 1 , la Ph one No ( 0 cp-09 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. Inspector* - Date: 8 _ El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit Et Corrections required prior to approval. PERMIT COMMENTS: 'F'S ((�� C , .p•rr -P c.\- i Irvti ti � - Yr)INN r-e J,t1 4 1 4 ow\pk,p 4-47 — C` p dr)./2ci Address: 1 - 11 to IfU vv. ‘ i 1,01 -P --e 1-P.S C i i(�P(A / __�( CI ` o\ iP c tL Date Wanted: a.m. p.m. Requester: Phone No: Project: Si 'F'S Type of Inspectio - rG Vri 1 1. Address: 1 - 11 to L- 1 S ?l s Date Called: 8 - Li _0 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 13 1Y - �q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector' Date: p - L,_.01,1 ❑ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , Type of Inspection: Address: \ .\� do Ltg 5 Called: 8 - -04 Special Instructions: Date Wanted: ,..;) ��,.- 0)1 p.m. Requester: Phone No: 'b 03 - c9(a 12_ 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. PE (2 6)4 NO. -3670 IR - Corrections required prior to approval. COMMENTS: 1 .) MC:A■ (es \00it t 1 1 h -4-'t qv I , r) Cl Ud 4r ar 'l h4 S Q-C-P (4 7 . P cl 1 1 lnspecto . Date: t7I-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 0 itl..0416 ,. Type of Inspection: ‘ /�� �L '� °[ /1 'l. VYci c/ i 1"pc . Se e M 03- ( SAC) r-e r► 44 ro 2) T i re kS aik i o ov+.\ L&* U 0*+ cr;\ vv 0 C 1 (AI j rovv -e. u)ot t( 1•N khC ■ v . OA-pd r)r,fk5r W11V\,4 3.) crti,mt°, ov'r).h ej 1 ~vevv-k t a.m. (p7nc 5A-f' r C. \O 5e -t- o p s4A ∎ r.._ 4) bra c e. �•./ 01 t ✓'APr - -r �) .S S `' DV_ " I" t1 -f 1 • Pro ct: _ ( ?>! I , d eRC� Type of Inspection: ‘ /�� �L '� °[ /1 'l. Ad dress• U I � t 1S , 0.5, Date Calle x624/0 Special nstructions: D ate Wanted 1 -/ a.m. (p7nc Requester: d Phone 1p: 1 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE T NO 1* 216)431-3670 Approved per applicable codes. 14 Corrections required prior to approval. Inspector. QQ Date: - -04--1 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: U':' �XSw: �•: tr�Sr "fii;+,t+tf�i' :�`s��l n..4�.„;.'::w. Pro V: Type of Inspec ion: ( Address 1 —1 q e . r -y t " Date Called. J Special Instructions: Date Wanted: �+ a.m. 2 1 -6 �/ p.m. Requester: (, ,-2 Phone No 2 c) - eo5 U-- 8 Z_ 2t4i.1:'ti INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF .TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 Approved per applicable codes. EiCorrections required prior to approval. COMMENTS: or)rc°h4Ah / Q.cAl5h -;,,,J c) r dv f % T c - ok5 /k /fi77'i t) $ Date: — ,-09 .00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 DO 3-aR6PQ P ect: /4 � . e Type of sp ection: _ lam r� -- z 14c4 Alress; 1(sc % 1�/ ff'. 5 Date Called: l Special Instructions: Date Wanted: 7f2/O/ Re uester: q V Phone No: 0 P'- 415 —1142% Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 7 elvV c(m.4..21,d4a 1), S. ` tit�.L,, ox. F./.044. (..J- z. {.,4...., / .. . 6 5 n' k 0 jl Pet& iikocsc.„ ",..i 504- 5 4 , 14,. ,t4 p) , -. /y,4 ,C 61 ,f it , '' , J Inspector: Date: 7 j / () I1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: iorxltiai lw Z Z re w 6 JU 00 co co w J co u. w0 a- u.? wa =w Z WO w 0 0 F_ ww 1- - — 0 N 0 Z COMMENTS: 0 9ictioi 0 aAA. _ c_cii-s-t.t n_. (70 pection: Address S eE LE - r - i<" Tr 2av✓\ E &V 3,4-1 cp N Date Called: ( 2:3 -01 2 2CC v v,,... ( no r. N-( ; 4 ., Date Wanted am Requester: `` 1 4 Pho o: �CQ — (u 50 - 00gO 69 5 .n.. ).‘ okJL1 P A--- -A - C ' 1 i • .tc`' P ct: Type of o pection: Address .. ,. el c , Date Called: S ciaf In tructions: t Date Wanted am Requester: `` 1 4 Pho o: �CQ — (u 50 - 00gO INSPE 10N NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. (is ector: , 47.00 REINSPECTION FEE \ EQUIRED. Pri Paid at 6300 Southcenter Bl ., Suite 100. Ryeipt No.: Date: c. — - o-- o inspection, fee must be to schedule reinspection. Date: r at Pr•ject: r s r I /.. i i e, ' Typeo Inspec on: 1 • 0 A . r. • Address: 4 I • !• 1 t � Date Called: , � - 0(4 � l ru ti Spit n tru t ons. Wanted: (1 Date Wa t a.m. i pei crc25 LO Requester: 1 r Phone NOT' Le CD— r)(-)W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER If (206)431 -3670 El Corrections required prior to approval. COMMENTS: InspectorRi Date: (0 ( & -_041 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: COMMENTS: -^�` 1• ...t--Y\ s PCA i ri n 1361 S sP r d v e 0 p \/ 0 ' 0 1 p Y o \A/ A '' i cA tel 4 (1 ) Hi' 001 5 u C i EN, C.0 I c v i tit 'I4 -, •? . ki -k— . -•) r(v ‘ ( -P ' a pprovterk "\ 1 S c'o 14» pI ..e 1 e Lu itk - v 1 c>k vvb% Cot(C S re I n<, 'c 4 i 3.) Go Ira C. e `-1. tt v� ›611,,,,e,(‘ ; n S C ti, I f NIA ! " It1 ;Ah -Fnr f' h ,0 Pr car `)rn \J, (Le c-1-114,7..0-0t - Y (ir,prV, v II. } C� c. I oc- 1 t U P . 40 2 \ x,1 A- f y - 1 k c ) s v 44 ( 1 1 0 ( ' 1 2 . 0 y \ - 0 f,f-t- \P r to I) U014 S i rte a c ra r� -P 5.1 ti4s1 3,7 `s kcsi1, 1aor cr VriA, 0--e r 1, c 00 - Project: 37/06'11 /3 Type of Inspection: . c ) - / 4 7F - A2/ (.e.)4(.G. -/ x7.5.4 Add7p. Date Cal ed: Special Instructions: Date Wanted: a.m. Req uester: -- / /c -- / Phon o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. C1 Gc I 04. Z INSPECTION RECORD Retain a copy With permit PERMIT / (206)43 -3670 required prior to approval. Inspector: Date: ( ( c $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: C 5.. 1 . 4.11) m � yytlS.�inc,p 61 � tr -- .1.1-, - h . - Pr o w; 4 Pi n c ; h f •P(iS S Ci 07 . / E Xi SA . 3 SI1 T w ^e IA1rA 11 4 ! trN C 9 "'re r rPrit l I r-e. a)( 6410vo aver, .f. n -P vv, li )� E r h-Ppr . r )(611/41_ < / /I B T\ -,-e 3 sl u. Oi 11 S v\ r krIfklY ,v 110 1(4 A 614) IA C4-1 -\\ ( , s 4, vtA- Project: ., .7 h I I -P c, Type of Inspection: St%'or 1 0a (I . / E Xi SA . Address: 11--1 I-A I CO HS V 5 Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6 orrections required prior to approval. Inspector: ( ` .`CCAAir' Date: l -0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: < fe;.' /eoC � Type of Inspection: c5I b ins Lk �i 'ern Address: / /6 /8 P1 3 Date Called: 0 gi,7do y Date Wanted: 0 4 // 50/6V (,.m., p:m. Special Instructions: ect r ) ` (< . rn - -'/ ��vv / V79 Requester:, V IC. `Q r Phone No: oPS 3 - 606- // `"/ J INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D9i c„ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: 9_ ?so UL( El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: . r f L S I �►\ [ 1-f) 7 Type of Inspection: - ou- odctsi 1 rM 0 r) - - \ 11 ‘ � Address: \' \ \�� L-\ V 5 Date Called: Li -30, 0t Special ns ructions: Date Wanted: ),' .. '{ Requester: \ t V 1 C` \ Phone No: 5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit b0 3 -a (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: G yrar v Uv`rX SP yviPin 1 t 1 iN -Vt" r! r `1C�C? � v,r 5 Ivy S I "JO Inspector: t Date: Lt, 3 - 0 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: y Address: , $ Date Called: 1 11 . i F ) 1 c C- 1 4 . I c r (i'J -1 Special Instructions: Date Wanted: /// i i ; v t 1 (IA (Ag S c. 427. (,. '-I a.m. p.m. Requester: ,, 6i kiati,k e ..' Z./K.4'420i 4 Phone No: _ ‹. S I) a ff , ( � //y �,,, �� /�fi 4 � �c ah, 4 �9 / i. ) , Lt':!J fiVi 41/„:,,,, f �i ' f 2r P Vt-` r/uti,p) Al A..4.04. .,, 'Um- ' V � Q ,f�T'l f frt/i,�tf . .4 A� 10 f t. ?.,a S I`." 1• k:..t d - Project:. / Type of Inspection: y Address: , $ Date Called: Special Instructions: Date Wanted: 1/1/411‘)4 a.m. p.m. Requester: Phone No: _ ‹. S I) j 1a I J INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r Approved per applicable codes. El Corrections required prior to approval. inspector: Date: f ; 2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 1.- L1� k ji;e -3 ct.ti,; i c c_, Type_of In pection: -� fz-.)0 {i l )VG(i 1,-) / Address: /44f Q 8/ -1-1 91— S. D ate Called: elnq /v Special Instru; lion r � �` ��� ea tt b.. f� � 4-2r l -W r+nn. 1 --t 5 'I - Ro 0 to Date Wanted: 4 / zp / ,� ��m. Requester: `vf l C Phone NoZG, _ to to— i 04 ' y N Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ( 06)431 -3670 El Corrections required prior to approval. COMMENTS: Orn( „�c ��1� SP CAN) rr? W eik,f to 5 {nspectorf cv Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: . u ,� 1 �Gr i ' 1�' itta LQ.,. Type of Inspection: - oupi ( Walt Address: d 1i-ILI1tp LIP) PI 5 Date Called: y - (4 _o1f Special Instructions: OI.LV n f3 e . 1 �C Date Wanted: _ 11 - 16 - o4 �m; P.m. Requester: 3 .t , � C,TW Phone No 255--- &T) — 1IgI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1705-1flea (206)431 -3670 R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ve w r ir uiJOtA a WAILS 46 ., Inspector: ;- p Date: L� \5 -0u El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr t: /' 'w'"/ 016 Type gf�l.nspection: Waif( Addres9 1� Date Called. Spet 410-110 ialn i. ct ons: Date Wanted: j 1 1 0 a. • Requester: VI (+01: Phone No: 7 ), 7 7 ( - 1( I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM 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: /? `Llf -f � /i7 Inspector Date: / r �� r7 $47.00 REINSPECTION F F tEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: ; h V� , ()Pn , �' -P,pc)H- ()� St �{ 2 -) Ste -\ aLkc r Y;e16, 11 ►1 1 3) YP IA vvv- Y r- - -- ( `Vci 1 VNG/ Special nsttions: Is --� tt" A ! A _ Date Wa nted: �s iTkjoit a, , �l f Requester: \i Cik0 Phone No No: -- (00 (1 - 1(q ft PrZ ' t: ; h V� , Type f Inspection• '- (i(� l 4-7 ) (1 - / . A S r Date Called: / Special nsttions: Is --� tt" A ! A _ Date Wa nted: �s iTkjoit a, , �l f Requester: \i Cik0 Phone No No: -- (00 (1 - 1(q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector( Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Option Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ed Below Grade Floor Slab On Grade Vertical Overhead" III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 • R -10 R -30 R -10 Phone 2: Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 Site Information Lot: 1 a Address: 14i 6 Lid' 1- ` L City: f lJwlL State: • Zip: 1 6-5 Contact: g Phone: � 6 .6S7 C' • Fax: 02-06 65 q /-r o Location of the door taking this exception Location of the door(s) taking this exception Building Department Use Only Permit #: Notes: CITY CF TUKW CVED APP' " ti u CITY ____ TURVVI FEB 19 2004 SEP L ,i r AS NU i zU PERMIT CENTER ii_i}l Ji ,v FILE COPY Table 6 -1 PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 ( Unlimited Glazinn Option Onl See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame Q3 all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option Ill. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. ❑ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option Ill only. Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 H -Is 5/31/2002 lo5-2.90 Option Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor Slab On Grade Vertical Overhead" I 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II* 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Select One Option Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 See code text for footnote references Exterior Doors Plan Component ID Description Conditioned Floor Area Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) Glazing Area Feet Glazing Area Total / Conditioned Floor Area Area Weighted U- Factor 602.7.2 Exception Ratio 602.7.2 Glazing Area Total / Conditioned Floor Area, not to exceed 1% Door Percent Width Height Glazing Door Door Ref. U Glazed Qt. Feet inch Feet Inch Area Area UA U One Exempt Door, If 24 Square Feet or Less. 1 A =UXA 1 of 2 Z ~ W re 6 �t U 0 0 (0 O J CO u. WO }} 4J =W H = Z � I- O Z I— W W U O 0— O 1— W H� .. W o H O Z • ,0 Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan Component Glazing ID Description Ref. U U Overhead Glazing Plan Component ID Description U Section 602.7.2 Exception Plan Component ID Description Glazing Ref. U Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Ref. Qt. Feet Inch Feet Inch Sum of Area and Area X3 Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) Glazing Area UA A =UXA Area UA A =UXA Area Area X3 2 of 2 MSN Hotmail - Message MSN Home I My MSN I Hotmail I Shopping I Money ( People & Chat . y LL.L : LL. From : Sent : To : Subject : Hotmail jthind1@hotmail.com el Reply I t } Reply All I L.0 Forward I X Delete I 0 Block I a Junk . I ( Put in Folder <JJJags @aol.com> Friday, December 26, 2003 8:26 AM jthindl @hotmail.com Grading estimate for City of Tukwila Today Jay, Following are the calculations used for the grading estimate. Fill @ driveway: 1400 SF with ave. 2.5' deep fill = 3500 CF = 129.6 CY Fill © back of house: 900 SF @ ave. 1.5' deep = 1350 CF = 50.0 CY TOTAL FILL: 179.6 CY Cut @ front of house for foundation: 1600 SF © 2.0' ave. depth = 3200 CF = 118.5 CY Please print this out and give it to the City. Please call (leave a message) if there are any questions. Thanks. Jim Jaeger CITY RU it:.O i FEB 1 A'S V W UIL.D►tu UIVta Mail RECEIVED CITY OF TIIKWII A DEC 3 1 2003 PERMIT CENTER CORREC710N I5igri Out 1 1 Calendar 4? Iv I CjInbox I '<i• I Crn. Inbox Contacts X03 - 29(0 Page 1 of 1 Web Search: J Gc Free Newsletters I I L Print View I ' Save Addre GET A GREAT PRICE on your NEXT CAR! , ate ro an t�rtin tn ety . s"""EWTh tiGlAC t ... A te. Chevrolet Chrysler ocdga ena�?la�r.. ord GMC on4a' ' ei .m e� `k !h •asvt:ansttrt«r.n.R Nissan,— Oldsrriabile Rollsi4loyce » Wa 11otkswagerti >'llotvo' Get the latest updates from MSN MSN Home I My MSN I Hotmail I Search I Shopping I Money I People & Chat @ 2003 Microsoft Corporation. All rights reserved. TERMS OF USE Advertise TRUSTe Approved Privacy Statement GetNetWise Anti- http: / /1w12fd.lawl 2.hotmail .msn.com /cgi- bin/getmsg ?msg =MSG 1072455998.17 &start =5... 12/31/2003 ti File: D03-0296 35mm Drawing #1 z < • z LLI 6 5 -J (...Y U) U)Ljj 11.1 U) u_ la 0 4.- LI- < I a Z I- 0 Z 1--' ILI al C.) ,0 1- W (Li 1- f) Z C.) 22, P 0 Z ; Mk ALS= azan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 3, 2003 Mr. Jay Singh 4911 — 141 Street South Snohomish, Washington 98296 RE: Limited Geotechnical Engineering Investigation Proposed Single Family Residence 14416 48 Place South Tukwila, Washington Dear Mr. Singh: Site Conditions Proposed Construction in FILE COPY `h :t the Plan C,hec E = r r E i C I C!� TIIKWII A .:,r :_. amir .: DEC 3 1. 2003 PERMIT CENTER KA Pro' t No 092 -03056 �din CF TUi��'d; j APPROVED FEB 19 2004 ivOiL CORRECT IT v O i This letter report presents the results of our Limited Geotechnical Engineering Investigation for the proposed single family residence at the above referenced site. The scope of this study was outlined in our Proposal G03- 112WAW, dated November 18, 2003. Authorization to proceed with our limited investigation was given by you on November 18, 2003, and the fieldwork portion of the study was undertaken on November 26, 2003. The subject property is currently undeveloped and is vegetated with grass, clover and other herbaceous growth. The site gently slopes toward the east at a magnitude of between about 5 and 15 percent. Single - family residential properties bound the site to the north, east and south. The property is bounded to the west by 48 Place South. Figure 1 shows the approximate site location. We understand that the proposed construction is still in the preliminary stages. We understand that the preliminary plan includes a daylight basement for the home. We anticipate that the residential structure will be wood framed with possible slab -on -grade garage features. We anticipate that the residential structure will be founded on shallow, spread footings. Footing loads are expected to be light to moderate. We have not yet received grading information for this project. Based on the existing lot topography and proposed daylight basement, we anticipate that the grading will consist of cuts and fills on the order of approximately 4 to 8 feet (dependent on the final residential structure layout). Based on a telephone conversation with the City of Tukwila, we understand that grading may be restricted by the effect of the planned work on the local drainage conditions. In the event that the preliminary structural or grading information detailed in this report is inconsistent with the final design, the geotechnical engineer should be notified so that we may update this writing as applicable. R4'k .i 'Wtk i vJ . • QNN2]IP rrot '2)o3 - Zq6 Eleven Offices Serving The Western United States 19501 144th Ave. NE, #F -300; Woodinville, WA 98072 • (425) 485 -5519; Fax (425)485 -6837 Field Investigation A limited field investigation consisting of four exploratory hand auger borings, which ranged in depth from approximately 2.5 to 3.5 feet below the existing grades, was completed for shallow subsurface exploration. A Krazan & Associates senior engineering geologist completed the hand auger borings. The holes were excavated by manually advancing metal rod hand auger equipment with a bucket type bit. The metal rods were pin connected and the hand auger was turned with a T- handle. The soils encountered, in the exploratory hand auger borings, were continuously examined and visually classified in accordance with the Unified Soil Classification System (USCS). Two of the hand auger borings were placed in the western portion of the site. The two other hand auger borings were placed in the eastern portion of the property, for general coverage of the shallow soil profile. Figure 2 shows the approximate locations of the exploratory hand auger borings. Representative samples of the subsurface soils, encountered in the hand auger borings, were collected and sealed in plastic bags. These samples were transported to our Woodinville Office for further evaluation, selected testing and storage (30- days). Geologic Setting KA No 092 -03056 December 3, 2003 Page 2 of 12 The site lies within the central Puget Lowland. The lowland is part of a regional north -south trending trough that extends from southwestern British Columbia to near Eugene, Oregon. North of Olympia, Washington, this lowland is glacially carved, with a depositional and erosional history including at least four separate glacial advances /retreats. The Puget Lowland is bounded to the west by the Olympic Mountains and to the east by the Cascade Range. The lowland is filled with glacial and nonglacial sediments consisting of interbedded gravel, sand, silt, till, and peat lenses. Based on our shallow hand excavations and our review of the Washington Division of Geology and Earth Resources, Geologic Map GM -50, Geologic Map of Washington Northwest Quadrant, it appears that the property is located in an area that is predominantly underlain by Vashon Glacial Till. The Vashon Glacial Till is typically characterized by an unsorted, nonstratified mixture of clay, silt, sand, gravel, cobbles and boulders in variable quantities. These materials are typically dense and relatively impermeable. The poor sorting reflects the mixing of the materials as these sediments were overridden and incorporated by the glacial ice. Krazan & Associates, Inc. Eleven Offices Serving The Western United States Soil Profile and Subsurface Conditions The subsurface conditions, observed within the hand auger borings, appeared to be typical of those encountered in the geologic region of the site. Our hand auger borings revealed that the site is generally underlain by 0.5 to 3 feet of loose, silty fine to medium grained sand with variable amounts gravel to fine to medium grained sandy silt with variable amounts of gravel (Weathered Glacial Till/Native Soil Fill). The loose soils are underlain by medium dense to dense silty fine to medium grained sand with variable amounts gravel to fine to medium grained sandy silt with variable amounts of gravel (Weathered to Non Weathered Glacial Till) down to the termination depths of the hand auger borings (approximately 2.5 to 3.5 feet below the existing site grades). For additional information about the soils encountered, please refer to the attached logs of the exploratory hand auger borings. Geologic Hazard/Erosion Concern The site is not located within the City of Tukwila or King County designated Landslide and Erosion Hazard Areas. These sensitive areas are designated as such, due to the geology and erosion factors. The Natural Resources Conservation Service (NRCS) classifies the site soils to be of "Slight to Moderate" erosion potential in the disturbed state. Typically, erosion of exposed soils will be most noticeable during construction activities when the soils are exposed to precipitation. It is our experience that soil erosion during construction activities may be controlled by the use of normal erosion control measures, i.e., silt fences, hay bales, mulching, control ditches or diversion trenching, and contour furrowing. Erosion control measures should be in place prior to the start of construction activities, and before the onset of wet weather. Groundwater KA No 092 -03056 December 3, 2003 Page 3 of 12 The hand auger borings were checked for the presence of groundwater during and immediately following the hand augering operations. Groundwater was not encountered in the hand auger borings It should be recognized that water table elevations may fluctuate with time. The groundwater level will be dependent upon seasonal precipitation, irrigation, land use, and climatic conditions, as well as other factors. Therefore, water levels at the time of the field investigation may be different from those encountered during the construction phase of the project. The evaluation of such factors is beyond the scope of this report. We understand, based on our conversation with the City of Tukwila, that shallow groundwater is present on nearby properties. If construction activities take place during the wet weather season, shallow groundwater may be encountered. Krazan & Associates, Inc. Eleven Offices Serving The Western United States Seismic Conditions According to the Seismic Zone Map of the United States contained in the 1997 Uniform Building Code (UBC), the project site lies within Seismic Risk Zone 3. The native soils encountered in the exploratory hand auger borings below 0.5 to 3 feet were generally medium dense to dense. The overall soil profile generally corresponds to a seismic soil profile of So as defined by Table 16 -J of the 1997 Uniform Building Code. A soil profile of SD applies to a profile consisting primarily of medium dense to dense soil within the upper 100 feet. CONCLUSIONS AND RECOMMENDATIONS General Based on the findings of this limited investigation, it is our opinion that the proposed residential structure may be supported on a shallow foundation system bearing on the medium dense to dense native soils or properly compacted, structural fill, placed on medium dense to dense native soils. Footing drains should be installed in accordance with the recommendations presented in subsequent sections of this report. The site civil engineering plans should be approved by the City of Tukwila and should be reviewed by the geotechnical engineer to verify the incorporation of drainage measures. Site grading may be restricted by possible influences on nearby drainage conditions. Temporary Excavations Temporary excavations should be sloped no steeper than 1' /2H:1 V (Horizontal:Vertical) in loose fill and weathered glacial till soils, 1H:1V (Horizontal:Vertical) in the medium dense to dense glacial till soils and 3 / %H:1 V (Horizontal to Vertical) in the very dense glacial till soils, where room permits. All temporary cuts should be in accordance with the Washington Administrative Code (WAC) Part N, Excavation, Trenching, and Shoring. The temporary cuts should not encroach on any existing residential structures or roadways without a proper setback. The typical required setback for a temporary cut is based on a 2H:1V (Horizontal:Vertical) envelope (line) from the base of the temporary cut to the closest edge of the nearby structure or roadway. The temporary slope cuts should be visually inspected daily by a qualified person during construction work activities and the inspections should be documented in daily reports. The contractor is responsible for maintaining the stability of the temporary cut slopes and minimizing slope erosion during construction. The temporary cut slopes should be covered with visqueen to help minimize erosion during wet weather, and the slopes should be closely monitored until the permanent retaining systems or slope configurations are complete. Materials should not be stored or equipment operated within 10 feet of the top of any temporary cut slope. It should be noted that all soil conditions may not be fully delineated during the geotechnical investigation. In the case of temporary slope cuts, the existing soil conditions may not be fully revealed until the excavation work exposes the soil. Typically, as excavation work progresses the maximum inclination of the temporary slopes will need to be re- evaluated by the geotechnical engineer so that supplemental recommendations can be made. Soil and groundwater conditions can be highly variable. Scheduling for soil work will need to be adjustable, to deal with unanticipated conditions, so that the project can proceed smoothly and required deadlines can be met. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No 092 -03056 December 3, 2003 Page 4 of 12 KA No 092 -03056 December 3, 2003 Page 5 of 12 If any variations or undesirable conditions are encountered during construction Krazan & Associates should be notified so that supplemental recommendations can be made. If room constraints do not permit temporary slopes to be cut to the maximum angles allowed by the WAC, temporary shoring systems may be required. If cuts greater than 10 feet in height are proposed, the stability of the planned configurations should be evaluated and temporary shoring may be needed. The contractor should be responsible for developing temporary shoring systems, if needed. We recommend that Krazan & Associates, Inc. and the project structural engineer review temporary shoring designs, prior to installation, to verify the suitability of the proposed systems. Site Preparation General site clearing, prior to earthwork, should include removal of vegetation; trees and associated root systems; wood; existing utilities; structures including foundations, basement walls and floors; rubble; and rubbish. Site stripping should extend to a minimum depth of 4 inches, or until all organics in excess of 3 percent by volume are removed. These materials will not be suitable for use as structural fill. However, stripped topsoil may be stockpiled and reused in landscape or non - structural areas. Clearing and stripping should only be completed in areas where it is necessary for the completion of the proposed construction. Clearing and stripping of trees and vegetation should be avoided in areas where it is unnecessary. Where stripping is needed, stripped areas should be re- planted or protected prior to the onset of wet weather conditions. After stripping operations, the house and garage pad areas should be visually inspected to identify any loose areas. Any remaining loose soils should be overexcavated to the level of the medium dense to dense, native soils. The resulting excavations should be filled with approved on site material, or imported structural fill. Structural fill material should be within ± 2 percent of the optimum moisture content, and the soils should be compacted to a minimum of 95 percent of the maximum dry density based on ASTM Test Method D1557. During wet weather conditions, typically October through May, subgrade stability problems and grading difficulties may develop due to excess moisture, the disturbance of sensitive soils and/or the presence of perched groundwater. Construction during the extended wet weather periods could create the need to overexcavate exposed soils if they become disturbed and cannot be recompacted due to elevated moisture contents. If overexcavation is necessary, it should be confirmed through continuous monitoring and testing by a qualified geotechnical engineer or senior geologist. Soils that have become unstable may require drying and recompaction. Selective drying may be accomplished by scarifying or windrowing surficial material during extended periods of dry, warm weather (typically during the summer). If the soils cannot be dried back to a workable moisture condition, remedial measures may be required. General project site winterization should consist of the placement of aggregate base and the protection of exposed soils during the construction phase. Any buried structures encountered during construction should be properly removed and backfilled. Excavations, depressions, or soft and pliant areas extending below the planned finish subgrade levels should be cleaned to firm undisturbed soil, and backfilled with structural fill. In general, any septic tanks, underground storage tanks, debris pits, cesspools, or similar structures should be completely removed. Concrete footings should be removed to an equivalent depth of at least 3 feet below proposed footing elevations or as recommended by the geotechnical engineer. The resulting excavations should be backfilled with structural fill. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No 092 -03056 December 3, 2003 Page 6of12 A representative of our firm should be present during all site clearing and grading operations to test and observe earthwork construction. This testing and observation is an integral part of our service, as acceptance of earthwork construction is dependent upon compaction and stability of the material. The geotechnical engineer may reject any material that does not meet compaction and stability requirements. Further recommendations, contained in this report, are predicated upon the assumption that earthwork construction will conform to the recommendations set forth in this section and in the Structural Fill Section. Structural Fill Best Management Practices (BMP's) should be followed when considering the suitability of material for use as structural fill. The native glacial soils most likely have elevated natural moisture contents, and will need to be dried back during dry warm weather. The native glacial soils are generally considered suitable for reuse as structural fill, provided the soil is relatively free of organic material and debris, and it is within ± 2 percent of the optimum moisture content. If the native glacial soils are stockpiled for later use as structural fill, the stockpiles should be covered to protect the soil from wet weather conditions. We recommend that a representative of Krazan & Associates be on site during the excavation work to determine which soils are suitable for structural fill. It should not be taken for granted that the onsite soils may be used as the sole source for structural fill (especially during winter construction activities). During wet weather conditions the soils with higher silt and clay contents will be moisture sensitive, easily disturbed and most likely will not meet compaction requirements. Furthermore, during the winter the native soils typically have elevated natural moisture contents, which will limit the use of these materials as structural fill without proper mitigation measures. The contractor should use Best Management Practices to protect the soils during construction activities and be familiar with wet weather and wintertime soil work. An allowance for importing structural fill should be incorporated into the construction cost of the project (for wintertime construction this may be as high as 100 percent import). Imported structural fill material should consist of well - graded gravel or a sand and gravel mixture with a maximum grain size of 1 Y2 inches and less than 5 percent fines (material passing the U.S. Standard No. 200 Sieve). All structural fill material should be submitted for approval to the geotechnical engineer at least 48 hours prior to delivery to the site. Fill soils should be placed in horizontal lifts not exceeding 12 inches loose thickness, moisture - conditioned as necessary, (moisture content of soil shall not vary by more than ±2 percent of optimum moisture) and the material should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. In place density tests should be performed on all structural fill to verify proper moisture content and adequate compaction. Additional lifts should not be placed if the previous lift did not meet the compaction requirements or if soil conditions are not considered stable. Krazan & Associates, Inc. Eleven Offices Serving The Western United States ..._a....`su ;v Erosion and Sediment Control KA No 092 -03056 December 3, 2003 Page7ofl2 Erosion and sediment control (ESC) is used to minimize the transportation of sediment to wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should be taken and these measures should be in general accordance with local regulations. As a minimum, the following basic z recommendations should be incorporated into the design of the erosion and sediment control features of the site: CC j J U 1) Phase the soil, foundation, utility, and other work, requiring excavation or the disturbance of the site U cn o soils, to take place during the dry season (generally May through September). w w J 2) All site work should be completed and stabilized as quickly as possible. co p w 3) Additional perimeter erosion and sediment control features may be required to reduce the possibility of sediment entering the surface water. This may include additional silt fences, silt fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems. = w z1.- 4) Any runoff generated by dewatering discharge should be treated through construction of a sediment trap z O if there is sufficient space. If space is limited other filtration methods will need to be incorporated. w w D o Groundwater Influence on Structures /Construction p N O H Groundwater was not encountered during our field investigation. If groundwater is encountered during the = U construction work, the groundwater is most likely perched. This perched groundwater develops where vertical u infiltration of surface precipitation is impeded by a relatively impermeable soil layer, resulting in horizontal w z migration of the groundwater within overlying more permeable soils. If groundwater is encountered during v co construction, we should observe the conditions to determine if de- watering will be needed. Design of temporary p ►- dewatering systems to remove groundwater should be the responsibility of the contractor. Z If earthwork is performed during or soon after periods of precipitation, the subgrade soils may become saturated. These soils may "pump," and the materials may not respond to densification techniques. Typical remedial measures include: discing and aerating the soil during dry weather; mixing the soil with drier materials; removing and replacing the soil with an approved fill material. A qualified geotechnical engineering firm should be consulted prior to implementing remedial measures to observe the unstable subgrade conditions and provide appropriate recommendations. Drainage and Landscaping The ground surface should slope away from structures toward appropriate drop inlets or other surface drainage devices. It is recommended that adjacent exterior grades be sloped a minimum of 2 percent for a minimum distance of 5 feet away from structures. Roof drains and footing drains should be tightlined away from foundations and slopes, and disposed of where down slope properties, structures, and slopes are not jeopardized. These grades should be maintained for the life of the project. Krazan & Associates, Inc. Eleven Offices Serving The Western United States Utility Trench Backfill Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The responsibility for the safety of open trenches should be borne by the contractor. Traffic and vibration adjacent to trench walls should be minimized; cyclic wetting and drying of excavation side slopes should be avoided. Depending upon the location and depth of some utility trenches, groundwater flow into open excavations could be experienced, especially during or shortly following periods of precipitation. Relatively sandy and gravelly soil conditions were encountered at shallow depths at this site. These low cohesion soils have a tendency to cave in trench wall excavations. Shoring or sloping back of trench sidewalls may be required within these soils. All utility trench backfill should consist of imported structural fill or suitable on -site material. Utility trench backfill placed in or adjacent to the house and garage pad areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The contractor is responsible for removing all water - sensitive soils from the trenches regardless of the backfill location and compaction requirements. The contractor should use appropriate equipment and methods to avoid damage to the utilities and/or structures during fill placement and compaction. Floor Slabs and Exterior Flatwork In areas where it is desired to reduce floor dampness, such as areas covered with moisture sensitive floor coverings, we recommend that concrete slab -on -grade floors be underlain by a water vapor retarder system. The water vapor retarder system should be installed in accordance with ASTM Specification E164 -94 and Standard Specifications E1745 -97. According to ASTM Guidelines, the water vapor retarder should consist of a vapor retarder sheeting underlain by a minimum of 4- inches of compacted clean (less than 5 percent passing the U.S. Standard No. 200 Sieve), open - graded coarse rock of % -inch maximum size. The vapor retarder sheeting should be protected from puncture damage. Krazan & Associates, Inc. Eleven Offices Serving The Western United States rZ�,:.d3 �«a:txi L5.'s,Sd • KA No 092 -03056 December 3, 2003 Page 8 of 12 Foundations KA No 092 -03056 December 3, 2003 Page 9 of 12 The proposed single- family residential structure may be supported on a shallow foundation system bearing on the medium dense to dense native soils or on structural fill, placed on the medium dense to dense native soils. Continuous wall or column footings may be designed for a net allowable bearing pressure of 2,500 pounds per square foot (psf) dead plus live load, provided the foundations bear on medium dense to dense native soil or on compacted structural fill, placed on medium dense to dense native soil. A 1/3 increase in the above value may be used for short duration, wind and seismic loads. Structural fill placed on bearing, native subgrade should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Footing excavations should be inspected to verify that the foundations will bear on suitable material. Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Footings should have a minimum width of 12 inches regardless of load. If constructed as recommended, the total settlement is not expected to exceed 1 inch. Differential settlement, along a 20 -foot exterior wall footing, or between adjoining column footings, should be less than Y2 inch, producing an angular distortion of 0.002. Most settlement is expected to occur during construction, as the loads are applied. However, additional post - construction settlement may occur if the foundation soils are flooded or saturated or if a strong seismic event results in liquefaction of the supporting granular soils. It should be noted that the risk of liquefaction in the native soils is considered limited, given the fines content and density of the material. Seasonal rainfall, water run -off, and the normal practice of watering trees and landscaping areas around the proposed structure, should not be permitted to flood and/or saturate footings. To prevent the buildup of water within the footing areas, continuous footing drains (with cleanouts) should be provided at the bases of the footings. The footing drains should consist of a minimum 4 -inch diameter perforated pipe, sloped to drain, with perforations placed down and enveloped by 1 -inch sized washed rock in all directions and filter fabric to prevent the migration of fines. Resistance to lateral footing displacement can be computed using an allowable friction factor of 0.32 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can alternatively be developed using an allowable equivalent fluid passive pressure of 260 pounds per cubic foot acting against the appropriate vertical footing faces. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 1/3 increase in the above values may be used for short duration, wind and seismic loads. A factor of safety of 1.5 is included in the allowable friction factor and the allowable equivalent fluid passive pressure values. Krazan & Associates, Inc. Eleven Offices Serving The Western United States Wall Design Criteria "At- rest" Conditions 56 psf /foot of depth "Active" Conditions 36 psf /foot of depth Passive Earth Pressure on Low Side of Wall (allowable; includes F.S. = 1.5) Neglect upper 2 feet; then 260 psf /linear foot of depth. Soil- Footing Coefficient of Sliding Friction (allowable; includes F.S. = 1.5) 0.32 Lateral Earth Pressures and Retaining Walls We have developed criteria for the design of retaining or below grade walls. Our design parameters are based on retention of the in place soils. The parameters are also based on a level backfill condition. Walls may be designed as "restrained" retaining walls based on "at- rest" earth pressures, plus any surcharge on top of the walls as described below, if the walls are attached to the buildings and /or movement is not acceptable. Unrestrained walls may be designed based on "active" earth pressure, if the walls are not part of the buildings and some movement of the retaining walls is acceptable. Acceptable lateral movement equal to at least 0.2 percent of the wall height would warrant the use of "active" earth pressure values for design. The following table, titled Wall Design Criteria, presents the recommended soil related design parameters for retaining walls with level backfill. Contact Krazan & Associates, Inc. if an alternate retaining wall system is used. The stated lateral earth pressures do not include the effects of hydrostatic pressure generated by water accumulation behind the retaining walls; seismic loads; or loads imposed by construction equipment, foundations or roadways (surcharge loads). To minimize the lateral earth pressure and prevent the buildup of water pressure against the walls, continuous footing drains (with cleanouts) should be provided at the bases of the walls. The footing drains should consist of a minimum 4 -inch diameter perforated pipe, sloped to drain, with perforations placed down and enveloped by 6 inches of washed gravel in all directions and filter fabric to prevent the migration of fines. The backfill adjacent to and extending a lateral distance, behind the walls, of at least 2 feet should consist of free - draining granular material. All free draining backfill should contain less than 3 percent fines (passing the U.S. Standard No. 200 Sieve) based upon the fraction passing the U.S. Standard No. 4 Sieve with at least 30 percent of the material being retained on the U.S. Standard No. 4 Sieve. It should be realized that the primary purpose of the free - draining material is the reduction of hydrostatic pressure. Some potential for the moisture to contact the back face of the wall may exist, even with treatment, which may require that more extensive waterproofing be specified for walls, which require interior moisture sensitive finishes. We recommend that the backfill be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. In place density tests should be performed to verify adequate compaction. Soil compactors place transient surcharges on the backfill. Consequently, only light hand operated equipment is recommended within 3 feet of walls so that excessive stress is not imposed on the walls. Krazan & Associates, Inc. Eleven Offices Serving The Western United States fu. KA No 092 -03056 December 3, 2003 Page 10 of 12 Testing and Inspection A representative of Krazan & Associates, Inc. should be present at the site during the earthwork activities to confirm that actual subsurface conditions are consistent with the exploratory fieldwork. This activity is an integral part of our service as acceptance of earthwork construction is dependent upon compaction testing and stability of the material. This representative can also verify that the intent of these recommendations is incorporated into the project design and construction. Krazan & Associates, Inc. will not be responsible for grades or staking, since this is the responsibility of the Prime Contractor. LIMITATIONS Geotechnical engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understanding of earth sciences improves. Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of geotechnical engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the soils report may require the soils report to be professionally reviewed. In light of this, the Owner should be aware that there is a practical limit to the usefulness of this report without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this report. Foundation and earthwork construction is characterized by the presence of a calculated risk that soil and groundwater conditions have been fully revealed by the original foundation investigation. This risk is derived from the practical necessity of basing interpretations and design conclusions on limited sampling of the earth. The recommendations made in this report are based on the assumption that soil conditions do not vary significantly from those disclosed during our field investigation. If any variations or undesirable conditions are encountered during construction, the geotechnical engineer should be notified so that supplemental recommendations can be made. The conclusions of this report are based on the information provided regarding the proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this report may not be valid. The geotechnical engineer should be notified of any changes so that the recommendations can be reviewed and reevaluated. This report is a limited geotechnical engineering investigation with the purpose of evaluating the soil conditions in terms of foundation design. The scope of our services did not include any environmental site assessment for the presence or absence of hazardous and/or toxic materials in the soil, groundwater or atmosphere, or the presence of wetlands. Any statements, or absence of statements, in this report, regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposes and are not intended to convey engineering judgment regarding potential hazardous and /or toxic assessments. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No 092 -03056 December 3, 2003 Page 11 of 12 The geotechnical information presented herein is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such information and interpretation cannot be superseded by future geotechnical developments. We emphasize that this report is valid for this project as outlined above, and should not be used for any other site. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Chris Behrens L.G., L.E.G Senior Engineering Geologist CB /slc Attachments: 7 Figures Sean L. Caraway, P.E. Engineering Manager Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No 092 -03056 December 3, 2003 Page 12 of 12 \tote: Figure generated from TOPO USA*. S 14TT y KRAZAN & ASSOCIATES 19501 l44 "' Avenue Northeast #F -300 Woodinville, WA 98072 425 -485 -5519 FIGURE 1 - VICINITY MAP Location: Tukwila, Washington Job No.: 092- 03056 Client: Jay Singh Date: 12 -2 -03 :aL1J:.XYiirrlu •. _..+. Iwo };Y'..b4`«i{'t.vS' ++�+ll.iinbv Y�Cia.FVfw�iY%4..solaiott AVih..049,.FIY.W:N: 0 Q) u co South 144th Street 4HA-4 Sub ject Lot 4HA -1 4HA3 4HA -2 LEGEND Hand Auger HA - Location 1 Site Plan Proposed Singh Single — Fomily Residence Job Number' 092 -03056 4.1,4 Itrazan & ASSOCIATES, INC. No Scale Data Dsc. 2, e00O Figure 2 ).=11111 'ev we. : Drawing Number Drawing Types Site Plan z a Z - 00 J 1_ N LL w° Ce LL ?. LI d _ : z � i— 0 zF- w 0 N . 1- w w � L I - .O Z 111 U= 0 z Project: Singh SFR Log of Hand Boring HA -1 Project No: 092-03056 Client: Jay Singh Surface Elevation: Figure No: 3 Location: 14416 48th PI. S., Tukwila, WA Datum: Logged By: Chris Behrens Depth to Water Initial: Not Encountered At Completion: l SUBSURFACE PROFILE SAMPLE I Dynamic Cone Penetrometer (Blows /1.75 ") 20 40 60 80 IIIJ Water Content ( %) W p i-- -0 - - -i WI 20 40 60 80 l i i Depth Symbol Description Sample Number athil Sample Type N -Value Blows /1.75" Ground Surface I i I I 1 I i i i I , I I I i , i I i i i 0 . . ' ' ` - . ■ .' ' SILTY SAND WITH GRAVEL (SM) - Loose, fine to medium grained sand, yellowish brown to grayish brown, moist to wet. Weathered Glacial Tilll 1 SILTY SAND WITH GRAVEL (SM) - Medium dense to dense, fine to medium grained sand, ' grayish brown, moist. (Weathered Glacial Till) ' Refusal at 3 feet due to dense conditions and gravel. S -1 Grab 5— - - 10— End of Borehole ' Drill Method: Hand Tools Krazan and Associates Drill Date: 11 -26 -03 13434 NE 177th Place Driller: Krazan & Associates Woodinville, Washington Sample Method: Grab 98072 Sheet: 1 of 1 r:...» i+ iss' i%.. iia +i.S s3:;i:.�a'il +.Lki i24: Project: Singh SFR Log of Hand Boring HA-2 Project No: 092 -03056 Client: Jay Singh Surface Elevation: Figure No: 4 Location: 14416 48th PI. S., Tukwila, WA Datum: Logged By: Chris Behrens Depth to Water Initial: Not Encountered At Completion: SUBSURFACE PROFILE SAMPLE Dynamic Cone Penetrometer (Blows /1.75 ") 20 40 60 80 I ii I Water Content ( %) Wp I-- -0 - - -I WI 20 40 60 80 III i Depth Symbol Description Sample Number I ads i Sample Type I N -Value Blows /1.75" 0 Ground Surface 1 I I i I I � i � I i ! I , � I i ! ' ; i � I I i — ..: SILTY SAND WITH GRAVEL (SM) Loose, fine to medium grained sand, yellowish brown to grayish brown, moist to wet. (Weathered Glacial Till /Fill) SILTY SAND WITH GRAVEL (SM) Medium dense to dense, fine to medium grained sand, grayish brown, moist. (Weathered Glacial Till) Refusal at 3 feet due to dense conditions and gravel. S -1 Grab 10— End of Borehole Drill Method: Hand Tools Krazan and Associates Drill Date: 11 -26 -03 13434 NE 177th Place Driller: Krazan & Associates Woodinville, Washington Sample Method: Grab 98072 Sheet: 1 of 1 ti : u.+. �. ati�. Si:W.+::::a�Y.J:r.ptF:A'.wcui.: ,..; .,, . I�: ��.�, �....- ._,,......�.•,iCS `�i.'.�i. "�x���kr4+f ,..:6 Y�. � �.'.�." ."' .Y Project: Singh SFR Log of Hand Boring HA -3 Project No: 092-03056 Client: Jay Singh Surface Elevation: Figure No: 4 Location: 14416 48th PI. S., Tukwila, WA Datum: Logged By: Chris Behrens Depth to Water Initial: Not Encountered At Completion: SUBSURFACE PROFILE SAMPLE Dynamic Cone Penetrometer (Blows /1.75 ") 20 40 60 80 I 1 ? Water Content ( %) Wp j-- -0 - - -1 WI 20 40 60 80 I I i I Depth Symbol Description Sample Number I I ads i Sample Type I N -Value Blows /1.75' Ground Surface I I ! ! 1 • I ! i i I I I I j I, 0 SILTY SAND WITH GRAVEL (SM) Loose, fine to medium grained sand, yellowish brown to grayish brown, moist to wet. (Weathered Glacial Till /Fill) Si - Grab SILTY SAND WITH GRAVEL (SM) Medium dense to dense, fine to medium grained sand, - 5— - 10 grayish brown, moist. (Weathered Glacial Till) Refusal at 3.5 feet due to dense conditions and gravel. End of Borehole Drill Method: Hand Tools Krazan and Associates Drill Date: 11 -26 -03 13434 NE 177th Place Driller: Krazan & Associates Woodinville, Washington Sample Method: Grab 98072 Sheet: 1 of 1 n.MH -au �n•Y- +Yn..' L »xwNra,;.'nsr� Project: Singh SFR Log of Hand Boring HA -4 Project No: 092 -03056 Client: Jay Singh Surface Elevation: Figure No: 6 Location: 14416 48th PI. S., Tukwila, WA Datum: Logged By: Chris Behrens Depth to Water Initial: Not Encountered At Completion: SUBSURFACE PROFILE SAMPLE Dynamic Cone Penetrometer (Blows /1.75 ") 20 40 60 80 I I I I Water Content ( %) WP I-- -0 - - -I WI 20 40 60 80 1 1 1 1 I Depth ` Symbol , Description Sample Number I 1 ed/1 Sample Type 1 N -Value Blows /1.75" 0 Ground Surface Ar i I 111 I I I I � .. ' � j 1' " ",", " - - SILTY SAND WITH GRAVEL (SM) Loose to medium dense, fine to medium grained sand, dark yellowish brown to grayish brown, moist to wet. (Weathered Glacial Till) SILTY SAND WITH GRAVEL (SM) ' " Medium dense to dense, fine to medium grained sand, " grayish brown, moist. (Weathered Glacial Till) Refusal at 3 feet due to dense conditions and gravel. S -1 Grab 5 10 End of Borehole Drill Method: Hand Tools Krazan and Associates Drill Date: 11 -26 -03 13434 NE 177th Place Driller: Krazan & Associates Woodinville, Washington Sample Method: Grab 98072 Sheet: 1 of 1 Locations shown for existing utilities are approximate. Prior to starting construction, Contact ONE -CALL (1400- 424 -5555) for utility locations. a CONTACTS 1. Project Manager Provide Name and Contact Number 2. Design Engineer Provide Name and Contact Number 3. Owner: Provide Name and Contact Number 4. Other: Provide Name and Contact Number GEOTECHNICAL NOTE I, C.HK 1 C DV1KL3\I UN. , the architect/structural engineer, reviewed the geotechnical report, tilled N 01? C> J D C , prepared by /_/N. 4 /\ SSD E �u and dated I Z I D' . I understand the report's recommendations, I explained to the Owner the risks due t /slides and I incorporated the recommendations into the design. I est lis edl = asures to reduce potential risk of injury or damage that might be caused t o y - arth ovement predicted in the report. Signature 1 . SEE ATTw L. LEI IER_ , r. ►T UCT N DTE S r.IrY OF TII W a DEC 2 1 2003 PERMIT CENTER FILE COPY 1 I t;' 'r..r �+ r ' ,` : k .)t ovals a re • � CITY OF TUKWILA Public Works Department . 206 -433 -0179 • DEVELOPMENT BULLETIN 2 STANDARD CONSTRUCTION PLAN NOTES Date (2 / 3 07D5 k)er To /6 PG4.i1 CORRECTION LTR# CITY GF TUKWILA FEB 1 9 2004 AS ftili)ii:ii [31 _ 111 ..01R - 43 DA ��siON Approved 05.16.02 1 EXPIRkS f / 3 l V Revised 02.21.03 V �NI N9IS� 3N I .,.. ....w .,. ._ .,,,. . .6LS09S9SZ0 4 3...w i E00 / Z December 30, 2003 City of Tukwila Public Works Department Subject: Crane Design Plan # 070203 SDA Ref. # 1774 To whom this may concern: At the request of Jarnail Singh this office reviewed the subject Geotechnical report for conformance to our design. We did not receive the report until after the design was completed. The assumed design values are adequate for construction given that a slab is present to resist sliding forces. The equivalent pressure assumed was 35 PCF and the geotechnical report suggested 36 PCF, which is only 2.85% over and acceptable. The allowable soil bearing capacity equals that of the suggested design value. Structural notes have been added to limit the liability of Structural Design Associates to the lateral and retaining walls only, as per our contract agreement. Structural Design Associates 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Phone: 425 -339 -0293 Fax: 425 - 252 -0916 i Please contact this office if you have any questions concerning this letter. Chris C ton, P.E. exgRE$ l c 7 b J ..lwc.c4lwr..,y „ rx ..4 ...wz.L,usAVV1 LAW "...It • ,••■ WiW3ia1wY14.bM .4$ 7 ' '' 111.1424146. DESIGN CRITERIA 1. BUILDING CODE: 1997 UNIFORM BUILDING CODE 2. VERTICAL LOADS ROOF FLOOR SNOW LOAD 25 PSF LIVE LOAD 40 PSF DEAD LOAD 15 PSF 12 PSF z ;h z w J o 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO u) o SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT w w IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. o o w 4. LATERAL WIND LOADS: 80 M.P.H. EXPOSURE "B" • LL Q 5. LATERAL SEISMIC LOADS (ZONE 3) E = Eh + E„ = a = 1.5 (ASSUMED) SOIL TYPE D (ASSUMED) t- i Eh = V =(2.5 C I / 1.4 R) WE, = 0 FOR ALLOWABLE STRESS DESIGN z C 0.36R =5.5 W =DEAD LOAD WO uj U� O D O H 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN w w REPORT NO. 092 - 03056, BY KRAZAN & ASSOCIATES, INC., DATED i 0 DECEMBER 3, 2003. UNLESS OTHERWISE INDIDCATED, FOUNDATION z WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS REPORT. w • z THE REPORT IS PART OF THIS PLAN AND SHOULD BE KEPT ON THE JOB SITE AT ALL TIMES. 0 z FOUNDATIONS STRUCTURAL NOTES 3. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE. 4. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: ALLOW. SOIL BEARING 2500 PSF SOIL FRICTION .32 EQUIV. FLUID PRESSURES ACTIVE PRESSURE* 36 PCF PASSIVE PRESSURE 260 PCF ( *WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 56 PCF.) 5. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW LOWEST ADJACENT GRADE OR FINISH FLOORS WHICHEVER IS LOWER. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE UNLESS OTHERWISE NOTED. 6. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING BE PER THE GEOTECHNICAL REPORT. CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO Z ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN , _ 0.05 %. 5 Lu 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS (f c) SHALL BE: o o SLAB ON GRADE: 2500 PSI co 0 CONTINUOUS FOOTINGS: 2500 PSI w x RETAINING WALL: 2500 PSI co u _ wo <- LL a 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH i d EXCEEDING 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN t- _ INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ? ENGINEER. z o w • w 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. o 0 o O 1- 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. w W � U 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. ii. z w 7 CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A p Y MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS z WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK SHALL BE AS FOLLOWS: EXTERIOR WALLS, EXPOSED TO WEATHER: 1W EXPOSED TO EARTH OR WEATHER ( #5 OR SMALLER): 1'/2' *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE 9. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 10. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE TABLES 19-A (WHEN STRENGTH DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). Ytei. w. �r "+::lx: «i�Jivw.'4:JaY!u'iwadurx SACKS PER CEMENT CONTENT LBS /CUBIC YARD CUBIC YARD P (PSI) (MINIMUM) (MINIMUM) 2500(no special inspection) 470 5 SEE NOTE A MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1701 OF THE U.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (f = 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (f = 40 KSI) FOR NO. 3 AND NO. 4 BARS. 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE CONSTRUCTION DOCUMENTS, LAPS AND /OR SPLICES SHALL BE WELL STAGGERED. 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACl 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND SHALL BE 6X6 W2.1/W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" MINIMUM. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE REINFORCEMENT SHALL BE PLACED AT MID -DEPTH OF SLAB AND SHALL BE HELD SECURELY IN PLACE WITH MECHANICAL DEVICES DURING PLACING OF THE CONCRETE. GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT DRAWINGS. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. : - ;4,.six111Z .' �:,y, Structural Design Associates North Star Building 2210 Hewitt Ave., Suite 401 Everett, WA. 99201 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATION LATERAL & RETAINING WALLS SDA#1774 I uncir. sut 09-09-03 EXPIRES 1/3/04' PLANit070203 CRANE DESIGN - WASHINGTON , • O., .1 CITY OF 7-114711A APPROvED FEB 1.9 2flO4 AS Ivo i Lb UILI)ING DliftSION FILE COPY r P!,.?.r) 2' n.7nry al s are ...... , ,- . , . • c. . ...* . y RECEIVED CITY OF TUKWILA SEP 2 2(.1n3 PERMIT CENTER wousamsemesemmissireammat293-2_96 • Structural Design Associates Job !/ '°� 7 7 ' North Star Building Date 9— 1' —a3 2210 Hewitt Ave., Suite 201 Design l� Everett, WA. 98201 (425) 339 -0293 PROJECT NAME LOCATION CODE CRITERIA /4 /7,1t #' a, 7e) 1997 Uniform Building Code Building codes Building Department... ...... Seismic Zone....... ..... ..... #3 Wind Zone........... 80 mph Exposure '6' SOILS CRITERIA Soils Consultant Report # • Bearing Pressure. ..... ........ 2000psf (assumed) Bearing Depths ............•........... 18" Below Finished Grade Other. F'm = 1500psi F'm = 1500psi teeisit.e' 04-4 .4 MATERIALS CRITERIA Concrete (28 Day Strength) Foundations & slab on grade..... F'c = 2500psi Structural Slab...... F = 2500psi Walls...... F'c = 2500psi Colwnns . ..................... Other Reinforcing Steel — ASTM A-615 Grade 60 Grade 40 (Field bent and all welded Reinforcement) Masonry (Hollow Conc. Units — Grade N) Solid Grouted Inspected? 0 Yes 0 No Structural Steel Astm A- F 36ksi ASTM A -36 y = Weld Electrodes E70 Fs = 21ksi Wood Sawn timber grades Joists Purling Beams... .... 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Mow: 940100 Ur►nKW- 0409014,Y.r5.4.1,29- 044-2002 _ ($ 1 0$3.2002W[RCAIC[atiawiag5dtutr• Restrained Retaining Wall Design 1. Page 2 Description Summa of Forces on Footin • : Slab RESISTS siidin • , stem is FIXED at footin orces acting on footing for soil pressure Load & Moment Summary For Footing : For Soil Pressure Calcs Moment CO Top of Footing Applied from Stem Surcharge Over Heel = Ibs Axial Dead Load on Stem = 1,340.0lbs Soil Over Toe Surcharge Over Toe Stem Weight Soil Over Heel Footing Weight Total Vertical Force _ 96.3Ibs Ibs 870.0 lbs 233.8 Ibs 386.7 Ibs = 2,926.7 lbs Soil Pressure Resulting Moment = 1,002.e1t4 Title : Dsgnr: Description : Scope: ft 2.08 ft 0.88 ft ft 2.08 ft 2.54 ft 1.33 ft Base Moment = 2,899.7 ft-ft - 2,898.3 ft-# ft-ft 2,791.7 ft# 84.2 ft-ft ft# 1,812.5 ft# 594,1 ft-# 515.6 ft-# Job # Date: 10:55AM, »> Sliding Forces are restrained by the adjacent slab 'To specify your title block on these five lines, use the SETTINGS . main Menu selection, choose the Printing & Title Block tab, and ent your title block information. R.wt 540100 Ur►r: xW- 06050(7, Y.r S.4.i, 25.0et -2002 (e)1l03 2002EHERCALCthgin►►rinjSdtumr► Description Criteria Retained Heigh Wall height above soil Total Wall Height Top Support Height Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem 8.50 ft 0.50 ft 9.00 ft 9.00 ft 0.00: 1 = 6.00 in = 110.00 pcf = 0.0 psf Surcharge Over Heel = 100.0 psf » >NOT Used To Resist Sliding & Overturn Surcharge Over Toe = 0.0 psf NOT Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load 7 615.0 lbs Axial Live Load = 725.0 Ibs Axial Load Eccentricity = 0.0 in Total Bearing Load ...resultant ecc. Soil Pressure © Toe = Soil Pressure @ Heel = Allowable = Soil Pressure Less Th ACI Factored © Toe = ACI Factored CO Heel = Footing Shear @ Toe Footing Shear © Heel Allowable Reaction at Top Reaction at Bottom _ 2,927 lbs 4.11 in 1,943 psf OK 252 psf OK 2,500 psf an Allowable 2,865 pet 371 psf = 30.2 psi OK _ 4.1 psi OK = 85.0 psi = 504.2 lbs = 2,452.7 lbs Sliding Calcs Slab Resists All Sliding I Lateral Sliding Force = 2,452.7 lbs Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear oe eel = 2,865 371 psf = 3,552 0 ft-# = 439 52 ft-it = 3,112 52 ft-# = 30.19 4.14 psi = 85.00 85.00 psi Restrained Retaining Wall Design [Soil Data Allow Soil Bearing = 2,500.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 55.0 Toe Active Pressure = 0.0 Passive Pressure = 300.0 Water height over heel = 0.0 ft FootingliSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Lateral Load ...Height to Top ...Height to Bottom Design height Reber Size Reber Spacing Reber Placed at Reber Depth 'd' Design Data Title : Dsgnr: Description : Scope : Thickness = 8.00 in Wall Weight = 96.7 pcf Stem is FIXED to top of footing = 0.0#/ft 0.00 ft = 0.00 ft Ib /FB + fa/Fa Mu...Actual Mn " Phi.....Allowable Shear Force CD this height Shear....Actual Shear....Allowable Rebar Lap Required = Fy rc Job # Date: 10:55AM, ' fp Top Support Stem OK 9.00 ft # 5 = 16.00 in Center 4.00 in = 0.000 0.0 ft-# = 3,898.0 ft-# = 0.0 lbs 0.00 psi = 85.00 psi 23.40 in Other Acceptable Sizes & Spacings: Toe: # 4 @ 17.00 in -or- Heel:# 4 © 18.00 in -or- Key: No key defined - or- Page 1 Fy = 60,000 psi = 0.0014 1.75 ft _ 0,92 = 12.00 in f c = 2,500 psi Min. As% Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe = 0.00 ft Cover (D Top = 3.00 in © Btm.= 3.00 in Adjacent Footing, Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above /Below Soil at Back of Wall = 60,000 psi 2,500 psi Mmax Between Top & Base Stem OK 5.02 ft # 5 12.50 in Edge 7.50 in 0.234 2,239.8 94 9,573.7 ft-# 23.40 in 0.00 in 0.00 in 0.0 Ibs = 0.00 ft 0.00 in 0.00 ft Line Load 0.0 Design Summary Concrete Stem Construction Base of Wall Stem OK 0.00 ft # 5 12.00 in Center 4.00 in 0.972 4,927.1 94 5,069.7 ft-# 3,243.1 lbs 67.56 psi 85.00 psi Rebar embedment into footing = 6.00 in #4@ 17.00 in, #5@ 26.25 in, #6@ 37.00 in, #7© 48. Not req'd, Mu < S * Fr No key defined 1 ' 1 To specify your title block on these five lines, use the SETTINGS • main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 U,.r: KW -O4031 t S.5.0,25-Sep-Z001 (c)$ * 3 Z001 ElERCALCEniin..ringSdtu.r. Description F a - Mena Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem [Surcharge Loads [Design Summary . Total Bearing Load = 3,292 lbs. ...resultant ecc. = 7.09 in Soil Pressure @ Toe = 1,125 psf OK Soil Pressure @ Heel = 191 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,371 psf ACI Factored @ Heel = 233 psf Footing Shear © Toe = 19.6 psi OK Footing Shear @ Heel = 20.4 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 2.09 OK Sliding = 1.61 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 1,752.4 lbs less 100% Passive Force= - 1,666.7 lbs less 100% Friction Force = - 1,152.1 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results 111140 SRKtiilitM!AIRiM.aNl 444115* . Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 8.00 ft = 0.50 ft = 6.00: 1 = 10.00 in 110.00 pcf 0.0 psf Toe 1,371 6,773 2,072 4,701 = 19.58 85.00 _ #4 @17.00 in _ #4@ 18.00 in = None Spec'd Cantilevered Retaining Wall Design Heel 233 psf 0 ft-# 1,158 ft -# 1,158 ft-# 20.36 psi 85.00 psi Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soil height to ignore for passive pressure Title : Dsgnr: Description : Scope : Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning I Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Reber Spacing Reber Placed at Design Data fb /FB + fa /Fa Total Force @ Section Moment....Actual Moment Allowable Shear Actual Shear Allowable = 2,000.0 psf Method = 35.0 = 0.0 300.0 0.0 ft = 0.350 = 0.00 in ft = lbs = 1t-# = psi = psi = Bar Develop ABOVE Ht. In = Bar Lap /Hook BELOW Ht. in = Wall Weight = Reber Depth 'd' in = Top Stem Stem OK 0.00 Concrete 8.00 # 5 12.00 Edge 0.838 2,336.7 6,808.2 8,121.3 31.5 85.0 23.40 8.71 96.7 6.19 Masonry Data I'm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' _ Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data fc Fy psi = 2,500.0 psi = 60,000.0 Job # Date: 9:OtAM, 6: /. tam!/ Footing Strengths & Dimensions Tc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Fy = Page 1 i 60,000 psi 0.0014 3.50 ft 1.50 = 12.00 in Key Width = 8.00 in Key Depth = 18.00 in Key Distance from Toe = 3.50 ft Cover © Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Other Acceptable Si.e. & Spacings Toe: #4@ 14.50 in, #5© 22.50 in, #6© 31.75 in, #7© 43.50 in, #8© 48.25 in, #9© 4 Heel: Not req'd, Mu < S • Fr Key: #4© 28.75 in, #5@ 44.50 in, #6© 48. eoiu'' SW+ c C}. tlCai:. l'% k". ?3.'eF'11:1.k:� a J: A�4::tn ..�......�.;,,Lr4\.li`.icA..+.l To specify your title block on these five lines, use the SETTINGS ' main menu selection, choose the Printing & Title Block tab, and ent your title block information. R■vs 550100 u.. rt RW- Ot {!, V. r 5.5.0,25-Sep-2001 (e)1l113 -2001 Et1ERCALCEniin..ring5.ftu.,. Description Cantilevered Retaining Wall Design St_____ of Overturning 8 Resistin Forces & Moments OVERTURNING Force Distance Moment Item lbs ft ft-# Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil SeismicLoad Total Resisting /Overturning Ratio 1,752.4 3.30 = 1,752.4 O.T.M. = 5,781.1 = 2.09 Vertical Loads used for Soil Pressure = 3,291.7 lbs Vertical component of active pressure used for soil pressure Title : Dsgnr: Description : Scope: 5,781.1 Soil Over Heel = Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth © Stem Transitions = Footing Weight = Key Weight = Vert. Component = Total = Date: 9:01AM, Job # 733.3 4.58 6,4 4.72 83.3 4.58 Page 2 8 t „02ere. . c.f � e. C7 RESISTING Force Distance Moment lbs ft ft-# 3,361.1 30.1 381.9 0.00 320.8 1.75 561.5 821.7 3.83 3,149.7 750.0 2.50 1,875.0 150.0 3.83 575.0 426.2 5.00 2,130.9 .3,291.7 lbs R.M.= 12,065.2 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. [ Rout 550100 U,irtKW- 0403161,4.r5.5.0,25 -s.r -2001 (c)1104001 EtIERCALCEniini.ringS.ftuvi Description Criteria te a.....,._ _. ... Retained Height 6,00 ft Wall height above soil = 0.50 ft Slope Behind Wall = 6.00: 1 Height of Soil over Toe - 10.00 in Soil Density - 110.00 pcf Wind on Stem = 0.0 psf i Surcharge Loads a rwa [Design Summary 1 1 17411:w.x WIMItforfOlOWIIITIP7MPRM1D/W. 111..#110 FbiFEFF o-c r. Total Bearing Load - 2,336 lbs ...resultant ecc. = 6.87 in Soil Pressure © Toe = 1,322 psf OK Soil Pressure © Heel = 13 psf OK Allowable - 2,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 1,645 psf ACI Factored (li) Heel = 16 psf Footing Shear © Toe Footing Shear (d Heel Allowable Wall Stability Ratios Overturning Sliding less 100% Friction Force = Added Force Req'd ....for 1.5 : 1 Stability LFooting Design Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 12.7 psi OK = 15.1 psi OK = 85.0 psi 1.94 OK 1.81 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 1,119.0 lbs less 100% Passive Force= - 1,204.2 lbs Results 1,645 2,670 677 1,993 12.74 85.00 = # 4 © 17.00 in = #4 @18.00in = None Spec'd 817.7 lbs 0.0 lbs OK 0.0 lbs OK Cantilevered Retaining Wall Design Heel 16 psf 0 ft-# 816 ft-# 816 ft-# 15.08 psi 85.00 psi Soil Data N+ nc N. MPN� ru+ Hii.�.�.s Allow Soil Bearing Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction = 0,350 Soil height to ignore for passive pressure = 0.00 in Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning [Stem Construction • Design height ft = Wall Material Above "Ht" = Thickness Rebar Size Reber Spacing Rebar Placed at Design Data - - - Ib/FB + fa /Fa Total Force © Section Moment....Actual Moment Allowable Shear Actual Shear Allowable Bar Develop ABOVE Ht. Bar Lap /Hook BELOW Ht. Wall Weight Reber Depth 'd' Masonry Data I'm Fs Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor • Title : Dsgnr: Description : Scope : = 2,000.0 psf = 35.0 = 0.0 300.0 = 0.0 ft Top Stem Stem OK 0.00 Concrete = 8.00 _ # 4 = 12.00 Edge 0.576 lbs = 1,395.5 ft-#= 3,115.6 = 5,412.6 psi = 18.6 psi = 85.0 in = 18.72 in= 6.00 96.7 in= 6.25 psi = psi = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data rc Fy psi= 2,500.0 psi = 60,000.0 Other Acceptoble Sixe. & Spocing. Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S • Fr Key: #4© 28.75 in, #5© 44.50 in, #6© 48. Job # Date: 9:14AM, [ Footing Strengths & Dimensions f'c = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Page 1 . ,. ; Le2et e/ �+•"� S ? r.ee r fk. Fy = 60,000 psi = 0.0014 2.00 It 1.50 _._..._3 50" = 12.00 in Key Width = 8.00 in Key Depth = 12.00 in Key Distance from Toe = 2.00 It Cover © Top = 3.00 in Btm.= 3.00 in Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning r::...: iii..{•«...: wH.. �+. W. �c... �.. .''u= .+.t.:....:.�iw:w.n....�.i 'To specify your title block on these five lines, use the SETTINGS 'main menu selection, choose the Printing & Title Block tab, and ent your title block information. n( R.�: ssoloo U..rs KW- 0603161, V., 5.5.0, 25- S.p-2001 01953 -2001 [NfRCALC[nlin..ringShcuv Description Heel Active Pressure Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = ResistinglOvertuming Ratio 1,119.0 2.62 2,933.1 Total = 1,119.0 O.T.M. = 2,933.1 1.94 Vertical Loads used for Soil Pressure = 2,336.4 lbs Vertical component of active pressure used for soil pressure Title : Dsgnr: Description : Scope : Cantilevered. Retaining Wall Design G 7 /`. .4.. ,• c. 1!f..t* rY6 `'t I Summary of Overtu Resisting Forces & Moments rrrr .+tRm+rmr. ,mrnnn+�srn....RRi r n a.., ............. ........................ ....nRm�nnmmcrdrrRm..,........, ..» ..ATRR1ti. ..9n .. Mf. G1lRTlR! L7! RPRRIIttM !1R7R11!1fTIRib!ITM"'Tf�'M7^T1R OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe = Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Date: 9:14AM, Job # Page 2 550.0 3.08 1,695.8 6.4 3.22 20.5 83.3 3.08 256.9 0.00 183.3 1.00 183.3 628.3 2.33 1,466.1 525.0 1.75 918.7 100.0 2.33 233.3 260.1 3.50 910.2 Total = 2,336.4 lbs R.M.= 5,685.0 } 4 I To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing 8. Title Block tab, and ent your title block information. r n .vt 550100 U r►rtKW- 0{0314 ,V.,5.5.0,25.5.p-2001 (e)1 9l3 -2001 Er1ERCALC Eniin.►rini Sdtuar. Description I Criteria Retained Height = 4.00 ft Wall height above soil = 0.50 ft Slope Behind Wall = 6.00: 1 Height of Soil over Toe = 10.00 in Soil Density = 110.00 pcf 0.0 psf Wind on Stem [Surcharge Loads '41 pNEM.YM:M: f:#: t!!' MYOMIMP ON EIM,l fNffilkh 7littriMM9M'klMItetelt [Design Summary Total Bearing Load ...resultant ecc. = 1,493 lbs = 5.58 in Soil Pressure @ Toe = 1,268 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,615 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.4 psi OK Footing Shear @ Heel = 10.5 psi OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 1.97 OK Sliding = 1.64 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force - 625.7 lbs less 100% Passive Force= - 504.2 lbs less 100% Friction Force = - 522.5 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 :1 Stability - 0.0 lbs OK [ Footin Design Results Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1 -Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Toe = 1,615 = 693 169 524 = 3.37 = 85.00 _ #4(d1 17.00in = #4 @18.00in = None Spec'd Heel 0 psf 0 fl-# 531 ftF 531 ft-# 10.47 psi 85.00 psi Soil Data Toe Active Pressure Passive Pressure Water height over heel fc Fy Title : Dsgnr: Description : Scope : a===r-i Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 0.0 = 300.0 0.0 f1 FootingjlSoil Friction = 0.350 Soil height to ignore for passive pressure = 0.00 in Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning [ Stem Construction Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa /Fa = Total Force @ Section lbs = Moment....Actual 1t4 = Moment Allowable Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight Reber Depth 'd' in = Masonry Data f m psi = Fs psi = Solid Grouting Special Inspection = Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type = Concrete Data Other Acceptable Si:e & Spacing. Toe: Not req'd, Mu < S ` Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined 1 Top Stern Stem OK ft = 0.00 = Concrete = 8.00 # 4 16.00 Edge 0.280 692.4 1,067.4 4,099.3 9.2 85.0 18.72 6.00 96.7 6.25 Normal Weight psi = 2,500.0 psi = 60,000.0 Job # Date: 9:18AM, • Cantilevered Retaining Wall Design Page 1 , u .' /-&-e , Lt/ 4- € ( Footing Strengths & Dimensions fc = 2,500 psi Min. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 2.00 ft Cover @ Top = 3.00 in @ Btm.= 3.00 in Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Fy = 60,000 psi = 0.0014 1.00 ft 1.50 = -- 2.50 = 12.00 in Z = C4 W I -J U O 0 W = H • U. W W = W E-_ Z � F- 0 Z 1- W U � O ( W H H U Z W 0 Z 4 r ' To specify your title block on these five lines, use the SETTINGS • main tnenu selection, choose the Printing 8 Title Block tab, and ent your title block information. [ Ray: 550100 W rr: KW-01031 N, VI? 5.5.0, 25.5.►-2001 (e)19$3.2001 Er1ERCALCEniin..ringSa %u.r. Description rSummaryof Overturning & sisting Forces 8 Moments /�1TrT.ThfiRMT41M' fi. 11 .. Re .r G,. ..orvn.n...wn >w. n. s rm T OVERTURNING Force Distance Moment lbs ft ft-# Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe Adjacent Footing Load = Added Lateral Load = Load Q Stem Above Soil = SeismicLoad = 625.7 Total — 625.7 O.T.M. Resisting /Overtuming Ratio Vertical Loads used for Soil Pressure = 1.94 1,211.8 1,211.8 1.97 1,492.8 lbs Vertical component of active pressure used for soil pressure Title : Dsgnr: Description : Scope : Cantilevered Retaining Wall Design Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth c Stem Transitions = Footing Weight = Key Weight = Vert. Component = Date: 9:18AM, 366.7 6.4 83.3 Job # 0.00 91.7 0.50 435.0 1.33 375.0 • 134.8 Page 2 • .> • TKE -1.:. t' L r RESISTING Force Distance Moment lbs ft ft-# 2.08 2.22 2.08 763.9 14.1 173.6 45.8 • 580.0 1.25 468.7 2.00 2.50 • 336.9 Total = 1,492.8 lbs R.M = r 2,383.1 35mm Drawing Lu ll . O #2 -3 Date: June 23, 2004 City of Tukwila Public Works Department Subject: SDA Job # 1774 Jarnail Singh Residence Per Inspection record dated 6 -15 -04 To whom this may concern: As the request of Jarnail Singh this office reviewed the subject residence for an alternate shearwall panel edge nailing and holdowns. Item #3: See attached detail Item#6: Install new HD5A double studs with 5/8" dia. AB, 61/2" embed with Simpson SET Epoxy Strong —Tie at front entry. Item #7: A 2x6 block may be nailed to the bottom plate with 16d nails @ 3" o.c. and the shearwall sheathing must be stagger nailed between the 2x6 block and the 2x6 bottom plate. Please contact this office if you have any questions regarding this change. Sincerely, LeonTKao Project Engineer 03 Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 (425) 339 -0293 RECEIVED JUN 3 0 2004 D PARTMENT (2) SIMPSON MSTC28 3 ROWS OF 10d ®3" O.C. 2 -2X STUD NAILS 10d ©a." O.C. 1/2" PLYWOOD EXTEND TO TOP OF BEAM 12" O.0 10d ®3" O.C. III III = IIIIII = IIIIII =I IIIIII= _ GARAGE FRONT WALL RECEIVED JUN 3 0 2004 BUILDING - DEPARTMENT BEAM EXTEND TO END WALL GARAGE OPENING 2X JAMB 2 -2X STUD NAILS 10d ©12 "O.C. 10d © 3" O.C. 5 4' 4) kt7 sT Du z 0 0 U) 0 J • = w 0 wa F- = W _ zF F- 0 z t- 2 Lu U O - O ! W • W - w Z 0 z I' ... .1 Thl (i■s,1--1 R.: D 1 CE , .F6›..71 r■I & bR Pr 1 .. ____...... kE-ftc c; - - 0 • 1; i, D Et- , .R 44(9 . 0 , . EB 0 ;3\1:A) KZ% ` - a. . .......-- ,.--- ---.-, rTh \\I MI -- -- 0 W . - -- , 00-k-e-t a8: • — Rm 4 V2- 7 5 • — (, . --- 6c. k , '-- 0 , D P e . rk --- , ' ( i i ip 4, ac-) 6-- F II 1; 1 4(40.04 ? - - c • - c 9 r+ = _ii Li_.:=7 =LS 3___ t _at FuL 1 • 1 T Hes=„o 17. 010 _5 Py‹--- RoNYI 26 yectv oc) RECEIVED .? = n - ITM711 D t C : 1 PERM I T GEN I -r e- rcJ V • rU( c)k-- " • • $4•41'1% z a • w • 2 O 0 co 0 • uJ W I Lu 0 Ce LL < I Ul Z I-0 Z 1— 111 ui 0 ▪ 52 o LL1 z 0 I— ! i 0 ,D5 - CD.9D 2....? t ! • 1; i, i 1 \--f. L. rc\Dazi .3 s - 0 or 3 C70 [-L , 4 • 1 i 11 r (---ip z_e.) pr . zit/1 ___n fia _____ i I I . 0 N---.Fe‘, @--- 25 '.-CI-A - 7 4 1 - ( 1 ' CORRECTION I i LT R# ..1 • ..._. ; 1 i I i i -.is-9 J--w------ - t _at FuL 1 • 1 T Hes=„o 17. 010 _5 Py‹--- RoNYI 26 yectv oc) RECEIVED .? = n - ITM711 D t C : 1 PERM I T GEN I -r e- rcJ V • rU( c)k-- " • • $4•41'1% z a • w • 2 O 0 co 0 • uJ W I Lu 0 Ce LL < I Ul Z I-0 Z 1— 111 ui 0 ▪ 52 o LL1 z 0 I— 30- 100 24- 80 c -2 18.. -_ 60 ° — W 1Y- 9 0 0 6 20 0 Manual Models (50) Ml M1 M3 M4 0 Automatic Models - -- - -- --- - __.____. SHEF100 1/2 15.0 1 1.6/7.1 / ! , Motor Type SHEF50 .... 3 0 R.P.M. 3450 Phase 1 0 t 115 L208-230 208 - 2301460 575 (opocity•U.S. G.P.M. 0 20 40 60 80 1 Lifers/Second 0 2 4 6 Total Head (feet) 16 25 35 45 55 65 75 90 (m) 4.9 7.6 10.7 13.7 16.8 19.8 22.9 27 1/2 HP (US GPM) 63 55 47 35 18 — -- -- (I /s) 4.0 3.5 3.0 2.2 1.1 — — — 1 HP (US GPM) — 87 81 74 65 50 32 0 (1 /s) — 5.5 5.1 4.7 4.1 3.2 2.0 0 Pump /Motor Unit Submersible Manual Models (50) Ml M1 M3 M4 MS Automatic Models Al A2 - - - Horsepower 1/2 Full Load Amps 15.0 1 1.6/7.1 3.2/3,11 1.6 1.2 Motor Type Capacitor Start 3 0 R.P.M. 3450 Phase 1 0 3 0 Volume 115 L208-230 208 - 2301460 575 Manual Model (100) M2 M3 M4 M5 Automatic Models A2 - - - Horsepower 1 Full Load Amps 113.6/12.1 6.0/5.8 1 2.8 I 1.9 Motor Type Copacitor Start 3 0 RPM 3450 Phase 1 0 3 0 Voltage 1208.230 208. 2301460 1 575 Hertz 60 Temperature 140' F Max Fluid Temp. NEMA Design L 1 B Insulation Class B Discharge Size 2" NPT Std. Solids Handling 3/4" Unit Weight 58 lbs. (50) 1 65 lbs. (100) Power Cord 115V, 14/3, SJTW -A; 230V, lo, 16/3 STW -A; 3o, 16/4, STW -A, All cords 20' std. with 30' opt. Handle Stainless Steel Lubricating Oil Dielectric Oil Motor Housing Cast Iron Pump Casing Cost Iron Shaft Stainless Steel Mechanical Shaft Seal Seal Faces: Carbon /Ceramic Seal Body: Brass Spring: Stainless Steel Bellows: Buna -N Impeller Engineered Thermoplastic Upper Bearing Single Row Ball Bearing lower Bearing Single Row Ball Bearing Bottom Plate Polyester Coated Steel Fasteners Stainless Steel legs Engineered Thermoplastic 0" Pump Characteristics Materials of Construction Performance Data Dimensional Data 1, All dimensions in inches. 2. Component dimensions may vary -!- 118 inch. 3. Not for construction purposes unless certified. 4 . Dimensions and v.eiohts are approximate. 5. We reserve the right to make revisions to our products and their specifications without notice. 6. Float switch (automatic models only). ``' "`+ 5 E " -` SHEF50 SHEF100 14YDR ©MATIC Pumps, Inc. 1840 Baney Road, Ashland, Ohio 44805 (419) 239 -3042 Typical Application' Capacities Heads Electrical Motor Minimum Recommended Sump Diameter ',;, :merit Operation Materials of construction Impeller Discharge Sire Solids hend!ing Poore: cord Superior Fectures Effluent and Dew :tering to 112 GPM (7.1 Vs) io50ft(15.2m) 115V, l o , 14FLA, 60Hz; 230V, le, 7.0FLA 60Hz 200V, 3o, 3.6FLA, 60Hz; 2301', 3e, 3.5FLA 60Hz 460V, 3o, 1.6FL, 60Hz; 5751'. 3e.1.6FL& 60Hz (single phase) • 1 /2HP Split phase w /solid sac :e switch, start capacitor and thermal nevi ::d protection, 3450 RFM; (three p=_se) .1 ii? polyphase, 3450 RFM Simplex = 24" (609.6mm) Duplex = 36' (914.4mm) Di:phrcg;n pressure switch (si - :'s phase a .ty) (manual available) Class 30 cast iron Class 30 test iron, two vane nag •clog 2" (50.Emm); 3' (76.2mm) c ;•:an: 3/4" (19.1 mm) le (without seal failure prcbs) • 10', S111V, STI •A(20' optional); le (with seal failure probe) & 3e • 20', S744. • Two (2) carbon /ceramic type 21 mechanical seas mounted in tandem • Oil filled motor w /outo-ctit reset then :l overload for maximum prcterrion • Upper & lower boll bearing construction • Piag•bock plug available for easy maintenance and replacement (automatic models only) • Seal failure probe warns of seal leak (optional) • Capacitor start for increased starting torque 18 - -• 60 rd 12_. 0... 0 (opociiy'•U.S. G.P.M. 0 Liters/Second 0 Typical Appli :cr :on' Ccp:ci:ies Heads Eie.ri :ol Moor in:mum Recorn-E'ded Sump Diameter Ai:to" :tic D;ct :•ion Materials of ca^s••uri:.. 1- pellet fits: age S`.:e Solids h :._. -z Power c:'d S :peri :r Fe :..•es 20 40 2 Effluent and Dewclering to 140 GPM (6.81/s) to 65ft (19.Em) 2301, 1e, 9.71LA, 60Hz; 2031', 3e, 5.5FLA, 60Hz 230V, 3o, 4.0FL4 60Hz; 460V, 3o, 2.511.4. 60Hz; 5751; 3e, 2.5FL4, 60Hz (single ph :se) • 1 HF Split phase w /solid state switch slci ccpatitor and thermal nonage refection, 3450 K M; (three phase) • (HF pct;;,h :se. 3450 RPM Simplex = 24' (609.6mm) Duplex = 36' (514.4mm) V,'ide•ongle float switch (single phase only) (manual cvci!able) Class 30 test irorn, Class 30 rest iron, two vans naa•clog 2" (50.6mm); 3'• (76.7- -) c• ;tio , :I 3.4" (19.1 man) lo (without sec! !allure rebel • 20' ,Si s: :•A: 1 (with seal !Are robe) & cc • 20', SiW.4 • Two (2) carbar. `cs•omtc'roe 21 mechanical secs mounted in tandem • Oil filled motor w• /ccsoma:ic reset thermal overload for maximum protection • Upper & lower boll bearing construction • Pigg•back plug available for easy maintenance and replacement (automatic models only) • Sea) failure probe warns of sea! leak (optional) • Capacitor start for inctecsed staling torque 60 60 100 120 4 6 8 140 /' • • • , . , • • • ' '•' • ■"■••‘,.. "." :4 ••• ■••• • ••• • 1-1/4" 1-1/2" ,' 2' 2-1/2" 3" GPM PLASTIC STEEL PLASTIC STEEL PLASTIC' • ' STEEL PLASTIC STEEL PLASTIC STEEL 4 .34 .35 6 .71 .72 .33 .34 8 1.19 1.20 .56 :57 10 1.73 1.74 .83 .85 _ 12 2.48' 2.45' 1.16 1.18 .34 .35 . 14 3.29 3.24 1.54 1.51 .45 .45 16 4.21 4.15 1.97 1.93' .53 .59 13 . 5.25 5.17 2.41' 2.40' .7 .73 20 6.42 6.31 2.96 2.92 .38 .83 ..... 25 10.39 9.61 4.80 4.80 1.33 1.39 .._ . ..... ..... ... 30 13.6 13.0 6.27 6 23 1.81 1.8 .75 • .77 _.........__ . 35 19.2 18.2 5.82 8,82 2.4 10 80 ' 9,4 1.01 .99 .__ 40 10.7 3.12 3.10 1 23 1.3 _ 4.; 1 14.0' - 6 3.8 1.5 1.6 .55 .56 ..... _ ...._ ____..... ......_____ _ .... 50 16.5 16.5 4 .7 1.9' 1.9' .66 .63 _....... _ .. ._.... . 60 0 . 3 6.6 2.7' 9.7' .94 91 ____._.... ._. ___._.. _._._.... ._.. ___.__.._________ . .. _ __._......_ ............._ ... ..._ _...._............____ _. . _ . 70 8.6 8.8 3.7 3.6 1.2 1.2 ......_ ________... ..... ..... ...____ _ ._ 1.6 80 11.1 11.4 4.7 4.6 1.6 i. ....... _....... .... ...._ .... ... .... _....... .._.__ .._..... .._. 90 13.8 14.3 5.8 5.8 2.0' 9 .0' .._ ... ......_........ ..... ... ..... . . 100 15.3 17.5 7.1 7.1 2.4 ...... .. . . 2. 195 10.9 10.9 3.7 3.6 _ .... ....._ . _____ 15.9 .... 65. 9 9 5 1 ._. 175 69 ... __ .___. ..._.___ __ ._._________.________._.__.______...........____. _____ .. __ - I:ecommended I..■ss in friction head per 100. The he is equipped ‘vith 10, 13, and 20 amp serrate circuit breakers at 1/(30/115 volts. Local codes allow 1-1/4" solid size, 11. pl,istic PVC pipe. but the customer wants a nlinimuin tank retention volume of 30 gallons. The customer is also planning, to add a basement shower, water softener, and service sink with floor drain. SOLUTION I. GPM REQUIRED - Determine the Fixture Units (Fig. .A). A. Total Fixture Fixture Units Bathroom groups (flush tank) 12 Half bath - lavatory sink 11-1/2" plug, water closet (flush tank) (1 4) Dishwasher - domestic kVashing machine Laundry tub Kitchen sink w'ith waste grinder Bar sink (unlisted 1-1/4") FUTURE EXPANSION Shower stall Water Softener Service sink w/d rain Qty. 1 1 1 1 1 1 Figure F - FRICTION HEAD IN FEET PER 100' OF SCHEDULE 40 PIPE TOTAL 3 1 4 3o Since the bathroom group has flush tanks. select the lower I:lotted line (Fig. B) and determine (. 1 capacity as .1 tunction of 3t, Fixture Units. The 5YSTEN1 CAPACITY is approximately 19 GPNI. Note that if we didn't consider f ttl rt: expansion, the Fixture 1:11iti• would be 27 and the s■•stem capacity 17 Gr.\ I. TDI-{ REQUIRED - Refer to layout sketch (Fig. D). The static head or lift in this example problem is 12 feet. Depending on the GINI flow pipe size and pipe material. all straight pipe. fittings. valves. etc. have a friction factor .hich must also be considered. These friction factors are converted to. and expressed as. equivalent feet of straight pipe. These are then totalled and translated to Fraction head. This reduces to four basic steps: Determine the discharge pipe size. In order to ensure sufficient fluid velocity to carry solids, (generally accepted to be 2 feet per second), flows should be at least: 9 GPM through 1-1/4" pipe 13 GPN1 through 1-1/2" pipe 21 GPNI through 2" pipe 30 GPN ( through 2-1 /2" pipe -16 GP\I through 3" pipe In this example problem, we Vill 1.1t 1 the 1-1/2" diameter pipe (due to solid size and relatively short length). B. The length of the discharge piping is measured from the discharge opening of the pump to the point of final dis- charge, following all contours and bends. In this example, total pipe length is 243 feet of I:1 /2" pipe. To t.] lent oi discharge pi pin r r g epe- C. T sentek.i by fittings and valves, refer to Figure C and total all values. Add this to the measured length of discharge pipe. Although no: specifically shown in Figure D, the discharge piping 113- 11111 11 IIM FRA, rOPove tort (1--Lt 4" DIA PERFORATED DRAIN PIPE WITH WASHED GRAVEL COVERED WITH FILTER FABRIC 12 "X12" MIN. DRAIN TO DAYLIGHT OR APPROVED OUTFALL. RECEIVED CITY OF TI JVlnm r DEC 3 1 2003 PERMIT CL -n, CORRECTION LT R# • • NOV 0 5 2003 (564 f775‘ FOR REINFORCEMENT SEE SHEET S -2 PP ? \1q\ltp E. A Ns r,okk 4 1141----1Cit31° L EXPIRES / - 3 -- o a "D03 - 29 40 Z a - • Z ce w QQ om . J U O 0 CO C U) w Q- u_ = a I -w Z = � 2 1- w U � O — O H w • W - O w U N 1" 0 Z 5(„ FOR MORE INFORMATION SEE SHEET S-2 EXPREs — NOV 05 2003 s:0,1 ;P777 (7z 4" DIA PERFORATED DRAIN PIPE WITH WASHED GRAVEL COVERED WITH FILTER FABRIC 1 2"X1 2" MIN. DRAIN TO DAYLIGHT OR APPROVED OUTFALL. 4" SEPARATE ROOF DOWNSPOUT DRAIN '•1 44:,,«,■{A4tiiiSk134,1A6.44i.datitS4013..143:1144.1..1,1,:44.: at' • "CRANE DESIGN, Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution i • 5, -0 5 DECK LP= . E10vE. \; ; TER SERVICE R =41 .00' 46. ®= 6'88'3 POLLED NAND 4OLE • COPNECTICN SITE ADDRESS- OT NO. FOSTER HEIGHTS ADDITON Check approvals are 1 "•20 LOT AREA PROP. STRUCTURE DRIVEWAY SURFACE SIDEWALK /PATIO CONC IMPERVIOUS COVERAGE I t i i i ... 4- ii 1 i \I "; \ s \ il Il L T 4 7,48 SQ. F1\ i i I 1 541' SIDE T D BL \ 1 \ i 1 '23" ` \ 7,487 SQ. FT. 2,130 SQ. FT. 1,339 SQ. FT. 290 SO. FT. 3,759 /7,487: 50.20% To Reorder Plans IC800)548 - 5421 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NO TOPOGRAPI-IICAL OR PUBLIC INFRASTRUCTURE DATA PROVIDED. ALL DATA MUST BE VERIFIED PRIOR TO CONSTRUCTION. CRANE DESIGN, INC. ASSUMES NO LIABILITY FOR DATA 5I.4OWN. x4' -0'x4' = D L • FOOTING W/ ROCK FILL 10' -0' i tfARY SELLER IF •44010' RECEIVED CITY OF TUtCWQA ', PEi=.MIT CENT CRANE DESIGN, INC_ COPYRIGI -4T © 2003 0 2 To' ■ Q S V g 6 C V `:,_ U ° P = - 0 ° °g - ? -- .5i 11- I;13111=ba 15 rititt'iilan L 45 4 tii 0 z O U I- z O U i SITE PLAN DATE: IREV- 09/03 DRAWN: PSM PLAN NUMBER 070203 WHEN RECORDED, RETURN TO: 20041029002805 JOANNA COV 26,00 PAGE001 OF 008 10/29/2004 15:02 KING COUNTY, WA Reference Number(s) of Related Document(s): Grantor: JARNAIL SINGH 0040000514 Grantee: The City of Tukwila Legal Description (Abbreviated): �of 4 o.J- sho'f f L01- 046 1 Tt, ,; lo- Full Legal Description is found on Exhibit A of this document. Assessor's Tax Parcel ID Number: OOLOOQ- ('7 LI SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is e tere intoQ between (- \ \ 1 L SN Ce ti , a \ vid \ i ' , ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). 1 111 1 RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. z WHEREAS, a portion of the Property contains sensitive areas of potential cc W geologic instability (potential slide areas) as depicted in Exhibit B, which is . 6 attached and incorporated by reference. c.) o 0 CO WHEREAS, as a condition of the issuance of subdivision plat approval, land F use permits, and /or construction permits for the Property, the Grantee required the co IL Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless w o Agreement" to hold the City of Tukwila harmless from all loss incurred as a result ce of any landslide or seismic activity, or soil disturbance. • d WHEREAS, Grantor assumed this obligation in order to obtain said Z subdivision plat approval, land use permits, and /or construction permits for the o Property. w 1- w WHEREAS, the parties agree that this agreement constitutes an arms ▪ N length, bargained -for agreement, which includes a waiver of liability that runs with o the land for risks created by the proposed use of property because of the shape, _ w composition, location or other characteristic unique to the Property sought to be I— developed. - z ui U N NOW, THEREFORE, the parties agree as follows: o I AGREEMENT 1. In consideration of Grantee issuing subdivision plat approval and /or other 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 assigns 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 2 + .. z 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. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. 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. 6. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with a d burden the Property, including each parcel comprising the Property and shall in're to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. 3 -.., EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Lo+ o-) siozr PLA-- L ol- o - V CITY o f /4-S R E b I�l VOLUME 158 OF St/ti2v�r's D,3 P! -G 2B I TI-1 R OL G H 2 B I- C 1REw c OF lk Cott. it T j l„J p S f-I I N C,Tp o �tC -OI2� IoUC 10o. 2co o32 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Paget'' of _ 0 .0 01 -1 ) t7 N ito. e• 1-0.111 • S II17 4, • • 11111,211WVIR IlITtft22 sOKI 111ECTififnli7f ri err zLuioi 11101 nritrxi II ortrrirsr So 1110.11M 101 004 fl /T11 111111 At. tIh • 0 ! I 4 733 t •. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this 3iit day of Decernbe.r , 2003. A GE A. bp4‘ I i 16 OTAR m . PUBLIC I i Io 1 9 • � • 16 - . WAS � , Authorized Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that l rna ti 1 i v r� and is /tee the person(,ij who appeared before me, and said individual('} acknowledged that he/she/they he/she/they signed this instrument and acknowledged it to be his/her /their free and voluntary act for the uses and purposes mentioned in this instrument. Dated December 31, 2003 0,6,L., a. A u '1)i ce /4: bea.c Notary Public in and for the State of Washington residing at kenfoin My appointment expires 6- /h -04 PPG E. - th DATED this 2'7 GRANTEE: CITY of TUKWILA By: Print Name: James Morrow Its: Public Works Director day of EiltA r.a--t , 2004 STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at their 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. (seal} ' G E 1%. . ‘ ∎>c) c� r S' OK) li Name: Alice A. Deasy o \AOTAR 13 7 FA " `D / NOTARY PUBLIC, in and for the State of I/ PUBLIC : ■ Washington, residing at • °# 6 >. ••. 6./6 061 ‘t�,WAS My commission expires: b - ) 6 -Oil prtGE . �«.. � DATED this ATTEST: County of King GRANTEE: CITY OF TUKWILA Mayor STATE OF WASHINGTON ) ) ss. ) ` ver1 M. \Jane. &. Cant P 8 _ Q , 2004. print name On this ,�,�J day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared and , 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 official seal hereto affixed the day and year above written. Roberf 4-4 . 81 .Y N• ARY PUBLIC in and for the State of Washington, residing at a Wa MAJ c onvrussion e1 pb 4 5.9 . a7 z _I w C JU 0O • 0 LLI J H N O W } 4. J Q I ▪ W Z= z0 w 0 co a'- Ill • w u'O z U N - = : O ~ z TO: Mayor Steve Mullet BACKGROUND: INFORMATION MEMO FROM: Jim Morrow, P.E., Public Works Director z _ . DATE: October 20, 2004 'ce w � SUBJECT: Sensitive Area Covenant and Hold Harmless Agreement o o Jarnail Singh — New Single Family Residence w = J H ISSUE: u) w0 Accept a Sensitive Area Covenant and Hold Harmless Agreement. Agreement is ce 21 required prior to final acceptance of Public Works permits. N a Permit Nos. — D03 -296 1-. a Site Address — 14416 — 48 Place South, Tukwila o Parcel No. — 004000 -0514 w w o D U o f O i- O wner has applied for necessary permits to develop certain real property. A portion of w • w the Property contains sensitive areas and /or the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). As a condition of the issuance of -L6 z short subdivision approval, land use permits, and /or construction permits for the o u Property, the Owner is required to execute and record a "Sensitive Area Covenant and o I Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as z a result of any landslide or seismic activity, or soil disturbance. RECOMMENDATION: Mayor signs Sensitive Area Covenant and Hold Harmless Agreement. Attachment: Sensitive Area Covenant and Hold Harmless Agreement a Dear Joanna, Sincerely, James Jaeger, P.E. JAEGER ENGINEERING INEERINC 9419 S. 204 PLACE - KENT, WASHINGTON 98031 E (253) 850 -0934 Fax (253) 850-0155 FILE COP I understand that the Plan Checl; ��rova# f. subject to errors and orris ion ' Feb . ?QD` 4�u1r ": + "' t� at: ; � - . ' '��'r'� o + U lJ %f.: `i : t . •••: L A IL �'• ' r Off any ..�i s .}J , :. f1, o f Joanna Spe ic e r `'p pr �' V Gc1 ,�1��' ;1r !s ?•� City of Tukwila Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA. 98188 RE: Revisions - Singh New Residence Permit No. D03 -296 I have revised the civil site plan for the Singh Residence per your comment memo dated January 22, 2004. I have revised the grading around the rockery to limit the rockery height to 4 ft. or less. I replaced the rockery detail with the City std. rockery detail. I also revised the gutter drain piping and changed the yard drain to a type 50 catch basin. One of your comments was to add a backwater valve on the discharge piping from the footing drain sump pump. I originally specified a check valve within the pump station piping. It is shown on the pump station detail. This check valve was intended to prevent backwater from flowing back into the pump basin from the discharge line. It is meant to act as a backwater valve. I left this as originally designed. These revisions should satisfy your comments. Please feel free to call me with any questions. Thank you. CSI CORREON RECEIVED FEB 1 0 2004 PUBLIC WORKS � �,1� U� �11K�`l A p��p�ltU � uKwi�,N Aj 1:v11:U R ECEIVED ,.C ITY KWILA FE 0 5 2 o4 PE RM IT CEFJi'Irt January 28, 2004 Mr. Jarnail Singh 4911 141 Street SE Snohomish, WA 98296 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D03 -296 Singh Residence —14416 48 Place South Dear Jarnail: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer, P.E., at 206 431 -2440, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -296 Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 - 3665 October 29, 2003 Mr. Jarnail Singh 4911 141 Street SE Snohomish, WA 98296 Dear Jarnail: Sincerely, Stefania $pencer Permit Technician encl xc: File No. D03 -296 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D03 -296 Singh Residence —14416 48` Place South Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning and Public Works Departments. At this time the, Fire Department has no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. i 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Ref '`yential Sewer Use Certific- ";on (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Owner's Name ---- 01; R-11 RA L � (5) • (Last, First, Middle Initial) Property Tax I.D. Number 00 4000 -- 05 Ii — of Subdivision Name F. ` ubdiv. # Lot # Lr Block # Building Name (if applicable) / 18•h Property 12 '1 1 1/6 16 1 �L• Street Address City, State, Zip lb k k- I Li} hh . 9@ 1 68 Owner's Mailing / Address 9// /G1 SE • (If different from Z�f� above) 5 JOONom►SN / • c1 Owner's Phone Number ( /.06 ) 1/4.c 0Og 2 Property Contact Phone Number ( 6 ) .0 b 0$ 2 Party to be Billed 5cYr E 2 S t 3oYL° . (if different from owner) Party's Mailing Address City or Sewer District vCiL -- V Lke. Date of Connection Side Sewer Permit # Demolition of pre- existing building? ❑ Yes pktlo Type of building demolished? X Sewer disconnect date? Please check appropriate box: Sin famil ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = Signature of Owner /Representatives —" 1057 (Rev. 8/01) White — King County Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of porrected data for determination of a revised capacity charge. Print Name of Owner /Representative S1116 Yellow — Local Sewer Agency Pink — Sewer Customer 17 tU11 ?` 'C�`:8. °.r'M4114/^M'Y"F "y^OMY ,,''4v,YOSVO" . y;if Fyn ■ r �r�rii � r�r r�lr�r " ter � ' ' 'rr For King County use: Account # Monthly Rate Six Month Due Date J 2/O3 CITY OF TUKWILA Permit Cent, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART A: (To be completed by applicant) Site Address (Attach mac and Legal Description showing hydrant location and size of main): Owner Information: Name: (bgr` -r t L , 1I 0)1-1 Address: l tei IL it C ��z Phone: b (> EIS O C ()a (Required only if outside City of Tukwila water utility district) This certificate is for the purposes of: ' r Other El Commercial/Industrial Building Permit El Rezone esidential Building Permit In Plat ❑ Short Subdivision ��Ci:IY[D CITY OF TUKWILA Estimated number of service connections and meter size(s): : / g Vehicular distance from nearest hydrant to the closest point of structure ' ft. S:. 2 2 Area is served by (Water utility district): QQ; Owner /Agent Signature: WTRAVAIL.DOC 6/5/96 /J I hereby certify that the above information is true and correct. /C iv. c_o A-rlc x. h KT 41 / Z-S Ct.t.4.,t) Agency /Phone - 2.c7 , ..2--(4-2. — 9 r'f S.y�nvvNyrl \T f.iYiit�.y.wt (.W "r•rt, i:ti r li "fr: Agent/Contact Person: Name: Ckddr A c1 `s 2ct C. Phone: PART B: (To be completed by water utility district) The proposed project is located within i Li-va & kG-%" (City /County) 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: Use se arate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of . 2-q00 gpm at 20 psi residual for a duration of 2 hours at a velocity of — fps as documented by the attached calculations. PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) Agency /Phone By Date t7r Date: 9- ? D H-ha PERMIT CENTFR t ? . 1`'�,,�;,, }y... yvrx�; X54:., .,,{.v . l"1!! "�tit,+„�d i tw `iY,IGZC :rw...rs,.�,.,..o ••roe....•,,.- v.c+.�.,�m:..nwe . Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Ur Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 5 o - o_lk. \ S L r ,\ ( - \ Phone: ') ( ...co g D Property Address or Approximate Location: Tax Lot Number: 1' --I I , 4 =` PL Legal Description(Attach Map and Legal Description if necessary): 1...0+ L 4 C � ' 1,,,0 I 0 CIA-L-3 (D FTukk.u.i t iC Q34 re-c - E -C -L-r c- - uo1 15? o-c 5r -r u S o'er P o , c§ . - 28■ -k-Ant a8 \ -L . - ReCs'ccS , C3-C- ` \V, Co LO0. . l Part B: (To Be Completed by Sewer Agency) 1. 2 Sewer Service will be provided by side sewer connection only to an existing g size sewer 0 feet from 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 RECEIVED ❑ (3) other (describe): err/ nF TUKWI A C, ' EP ` , 2 ,, ^' PERMIT CENTER 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. 51 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: $ SD "- a. District Connection Charges due prior to connection: GFC: $ FASO �. SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $1826.04 /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: 14816 Milit —f, Road South P.O. Box 6. )0 Tukwila. WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 E OF SEWER AVAILABILITY /NO ' 'AVAILABILITY CI' Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby c: ify tha /the above sewer agency information is true. This certification shall be valid for one year from „ :te offs gnature. Title Date *1:6• 6 / ,1 `1103 ti LINE TABLE LINE LENGTH BEARING L1 0.54' N01'23 "E L2 0.80' NO1'23'03 "E L3 1.05' N01'23 "E CURVE TABLE 1RVE LENGTH RADIUS DELTA C1 28.93' 35.00' 47'21'20" C2 45.46' 55.00' 47'21'20" C3 61.99' 75.00' 47'21'20" C4 9.73' 80.00' 06'57'55" C5 28.37' 100.00' 1615'28" C6 28.46' 120.00' 13'35'24" C7 29.78' 38.50' 4418'59" C8 37.37' 38.50' 55'36'59" C9 32.71' 47.00' 39'52'52" X10 46.74" 47.00' 56'58'37" C11 20.00' 47.04' 24'22'52" X12 124.74' 47.00' 152'04'08" . 23 N., R. 04 E., W.M. 20' \JOI 5 0.6' EASEMENT EE NOTE 4 1 10' DEDICATED TO CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT 6,803 S.F. N. I M al N8713'33 "W • i 69.38' �� o o o g 7,516 S.F. 1\ N z I A , I 7, 288 S.F. , , C11 I /..... 2 �i / � '" rr R I� I N r - r O ` u I+ p, IN J AMIN z ` \ 1 120' N87'13'33" 72.80' I PARCEL B (N I N [1. 6,902 S.F. FOUND CAP IN FENCE 126.42' 3• PARCEL A 126.4'(R1) N87'53 "W(C) BAR WITH ILLEGIBLE CONCRETE POST FOOTING 15 . 48TH SOUTH BAirI+K --Q �I. T "".� = 30 ' 81 20' RECORDING NC, ",0C)."32.3mo1.7 9 .0oo4 SOUTH 144TH STREET N87'49'23'w 126,30' 68.47' 157183' " 4.7' • iO I ¢ EASEMENT � N N SEE NOE5 0) ', I 1 0 d WOOD FENCE(TYP) ON PROPERTY LINE 43 13 DUNCAN80N COMPANY, INC. MW &Wmatim ' &"vcyla/ . 1."14,144414(1 J45 SW MA Skodd. S"la 101 S£ard1s, War h gCa1 90Jaa nue 104244,4141 Fax 204144.44J1 3.3' 126.29' N67'49'23 "W N87'49'23 "W 127,16' 126.4'(R1 NOME . PO W S Pip, � 4, OF BLO v 0� 11 IW PSN1N0I ON �RPCG OOVN,� K\N 1 WIC 8,519 S.F. 7.782 S.F. 1 N87'49'23 "W 545.627- N 0 0 N80'09 "E 112.2 IJ�� (SEE NOTE 6) 6,500 S.F. \ UTILI EASEM SEE NO 86.12' • I ( ur emir ) 1 inch a 40 ft, ,Ia EASEMENT SEE NOTE 3 VOL/PAGE Asre FOUND TACK IN LEAD IN CONCRETE IN CASE DOWN 0.0' -SEPT„ 1098 GRANTED AND CONVEYED TO THE CITY OF TUKWILA UPON RECORDING OF THIS Iv SHORT PLAT in - I o �� /i ra, .s�•4;'y.,L C OI \,0 9 FOUND 2" IRON PIPE 1.5' ABOVE SURFACE GRANTED AND CONVEYED TO THE CITY OF TUKWILA UPON RECORDING OF THIS SHORT PLAT 252.54'(C) - 252.8'(R1) ' r,S1R SEE S ESNOTET2 ��1G�, 1 I aD,C4I i W TO THE CITY OF_, RECORDING OF TUKWILA UPON THIS SHORT PLAT 10 SOUTH GRAPHIC sc AI.E 145TH STREET 20 40 Iw Sa TUKWILA SOUTH 144TH STREET PROPER) 1111kk111 klll /les DEPARTMENTS: Building Division Public Works 9/ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -296 DATE: 02 -05 -04 PROJECT NAME: SINGH RESIDENCE (JARNAL) SITE ADDRESS: 14416 48 PLACE SOUTH Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # after /before permit is issued Fire Prevention ❑ Planning Division ❑ 2,16.0 Structural CI Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -10 -04 Complete [it Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO9TING: Please Route g Structural Review Required ❑ No further Review Required El REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents /routing slip.doc 2 -28.02 Approved with Conditions REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ DUE DATE: 03 -09 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • DEPARTMENTS: Building Division Public Works Documents /routing slip.doc 2-28-02 El PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -296 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 14416 48 PLACE SOUTH DATE: 12 -31 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after /before permit is issued DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ C/L- nla. Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route g Structural Review Required ❑ No further Review Required Q A REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 4 0 4 / Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: V PERMIT COORD COPY DUE DATE: 01 -06 -04 Not Applicable ❑ 0 DATE: DUE DATE: 02 -03 -04 DATE: 4.02.144 r i:,s:w:,. AdO0 C11:1000 IIWH3d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -296 PROJECT NAME: JARNAIL SINGH SITE ADDRESS: 14415 48 PL DATE: 09 -25 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: D -Y-0 L Al I 0.-, -.0.3 Building Division [ F revent on Publi� -m ks a� /a. Structural E.1 iil, - cam 6N, cle,n,red 11 Planning Division El Permit Coordinator jr • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -25 -03 Complete [( Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJJTING: Please Route [ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: Documents /routing sOp,doc 2 -28.02 PERMIT COORD COPY DUE DATE: 10 -23 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [c Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /6-2 9-03 Departments issued corrections: Bldg PI Fire ❑ Ping'' PW 4 Staff Initials: SKS City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION, SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -2 - - d 9 Singh Residence Project Name: Project Address: 1 4416 48 Place South Contact Person Jarnail Singh Summary of Revision: e—ct 7tAc Plan Check/Permit Number: D03 -296 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Phone Number Nir r r6 • 4. a ' g. i44 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: e l Entered in Sierra on a2 01/28/04 �-1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)43 1 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D03 -296 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SINGH RESIDENCE Project Address: 14416 48 PLACE SOUTH Contact Person Jarnail Singh Phone Number Summary of Revision: s\Q J I S E c qit-c_k" \-e. - �tk c -i u∎ 1 - R_aNN.S _ -- - Ppe7A-1 U ct ()Q4,, \Cc IC -L EVA `0 tn' 1 � - C LET n,,,A U J C'0 l.C_ .l I c� \ C YY\ -- Cnein tee 1,.. --(\ \-e - h Lke:\-k_A-6--(0 ' -- '-‘6- Ct.t - a Q 11 2. . _--- 'C o tl l f� Op r v�0 N ft3 Akio. 04.4174p Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ti Entered in Sierra on /z _.5/-6 3 10/29/03 usa.4"1 t.p eaves:.c. 474. a.: a..44.-w.r✓a+.41.ia...wi+kwd AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ) COUNTY OF KING CITY OF Ti ;WILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. . J \L \ CS1N , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No.)2 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 residing at KJrq APPLICANT Signed and sworn to before me this 2 64-1, day of Name as commissioned: Februa My commission expires: 6 - /6 - 0� H -4 ,20 a. /6..e,a,Cte NOTARY PUBLIC i and for the State of Washington, County. Alice, A. Dear, '.i«a�'ASV*}ku`iliR'?AXfi3s �tl 18.27.090 Exemptions. This chapter *all not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as of a registered contractor with wages as his, sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. .y,<.:,,' :'.;i,•;i;;i M`:.r�'s,'ti'ti #�sw:Yf:'s" i43i , ' aatvftla:rcL":x v.srt --. Mmo% troa7AVRW44WAl:M —.. elevation revisions elevation unfinished basement foundation plan general notes main floor plan upper floor framing upper floor plan roof framing plan attic ventilation roof notes truss notes building section shear wall parellel with floor jiosts interior wall off set shear wall lower roof connection shearwall elevation crane design structural details stair section wall section beam detail basement slab general notes structural notes specifications energy notes nailing schedule mechanical general 1. ROC( 9HAU, BE SO1Rr0 ANO HAVE MINIMUM DENSfTY or 140 r OuNDS PER CuSIC F* E: THE LONG pIENS•ON OF ALL ROCKS SHALL SE PLACED PERPENNGILAR TO THE WALL EACH ROCK SHOULD SEAR ON TWO ROCKS IN THE TIER BELOW. 1. ROCKERIES ME EROSION CONTROL STRUCTURES, NOT RETAINING WALLS. NATIVE MATERIAL Mt*T SE STABLE ANO FREE- STAMOING MN t Y FACE. s IMPROVED WA& RING SURFACES ABOVE AND ADJACENT TO ROOKERIES OVER * IN MEIOW *AU. SE PROTECTED SY A RAIL CONFORMING TO u•C 1711. S. SASE ROCK IS 2 -MAN MIIVIMUM. 12 MAN ROCK = 200 - T00 LS 1e' -2e1 • i. SsiOP DRAWING FOR ALL RAILING MUST SE CITY APPROVED PRIOR TO FABRICATION aac* Iltvison .. 00 STAKE CUT C •C W0 ' Tn $I E+t • ROCKERY & SIDEWALK w/ SAFETY RAIL Rio[ got •ETwati1 Aaocs TO Avow WIDCA4T !VIEW FACING ROCKERY AND OUTLET PIPE 1. REV. PER OTY 1 • • • � t r , ,, 44 .. +.. , !• <.• . >r { ; •a • } - N. • ... t ,; ' � 1 ,P' w • I• • • t et s 4 r. • '6 . . .r. :ti '..•.�. �. . . � YPE 50 CATCii BSS i N ..4"" - ••••' T • TYPE 50 110) Corte-role Cover A solid concrete cover for use as a distribution box. Metal Frame & Grate Designed tor use In a small catch basin wherever a Tight grate is needed It is not -intended tor automobile traffic . Sass Section. Four knock -out holes are provided on each side to accommodate 4" concrete sewer PiPe Reinforcing. None 3 • ELECT. WIRING TO 20A FUSE 2" PVC _..._..../ TO YARD DRAIN WATER METER 2" GALV. TO PVC ADAPTOR • 3/4" WATER SERVICE POLY PIPING 10' PSE EASEMENT '�' 2' SHUT- OFF' VALVE 4_ WAWA Or/ A 3" RISER BLOCK POWER HANDHOLE 0 CONNECTI01� f R =47.00 L= 46.74' A, = 56'58'37" '. • 1 .v • • • 2" THREADED GALV. UNION • TYPE 1 CATCH BASIN W/ SOLID LID -- 2" CHECK VALVE (MAO( V•NTTT R. VALVE) 2" GALV. STEEL PIPE • • ,DEWATERING PUMP: HYDROMATIC MODEL SHEF 50, 1/2 HP 115 V., 1 PHASE, 20 AMP2" DISCHARGE (OR EQUAL) RATED 50 GMP CO 25 FT. TDH FO 0 TING DRA IN PUMP N.T.S. N e X DRAIN \X 462.5 NOTE 4 2" PVC SCH 40 4 S PUMPED PIPE TO YARD DRAIN (MIN 24" COVER) 4 • • .• PROPOS: CONC DRIVEW Y 1,339 Q. FT l a 1 •• fir ,1. 4 ; ir /• • • o • AA AO •• (I: 1 u :: Y • • o ELECT. SERVICE PANEL 3' HIGH FILL ROCKERY • • •• � a EXIST. ROCKERY • 4" PVC SDR' GUTTER GRAIN 0 1% GARAGE FFE:/ 463.1 / PROPOSED STRUCTURE 2,130 SO. FT. • \ \ 1 4' ,1GH kIi. in 1 RO ERY ROCKERY I TOP: 462 BOTTOM: 458 STORM DRAINAGE STUB CONNECTION INSTALL A NEW CATCH BASIN ( TYPE 50) RIM: 462.75 (SEE DETAIL) CO V CONC.; --• PATIO 94 SQ. FT4 1 NOTE: HOUSE FOOTINGS TO EXTEND BELOW EXISTING GRADE • 24 " NOTE: HOUSE FOOTINGS TO - EXTEND BELOW EXISTING GRADE • BASEMENT FFE: 454.77 DOWNSPOUT PIPE TIED TO SIDE OF HOUSE 4" PVC SDR 35 FOOTING DRAIN PIPE TO SUMP PUMP cV 1 S 87 MAIN FLOOR \ FFE: 464.6 • CANT. • JO • GRADING NOTES 1. All material used as fill shall be approved pit run gravel or native material that con be compacted with optimum moisture content. 2. All structural fill material shall be compacted to o minimum of 95% MDD (under buildings, driveways, walks, etc.). This fill shall be compacted during optimum moisture content in lifts not exceeding 12 ". . 3. All native soils that are contaminated with grass, roots, stumps or other organic matter shall be removed prior to placement of any fill. �4" PVC SDR LOT � \ 35 GUTTER DRAIN 0 1% 7,487 SO. FT. GRAPHIC SCALE 10 5 10 20 (IN PITT ) 1 inch is 10 ft. - _ - - ->. 0 S 87 "E r27.16' !COVERED DECK SO. T. CK LN. ABOVE 1 LNG U. FT, CLEAN OUT DOWNSPOUT PIPE TIED TO SIDE OF HOUSE 1 10 LAN 72 • ESTIMATED GRADING QUANTITIES: FILL: .170 CY CUT: 120 CY 2" PVC SCH 40 PUMPED PIPE TO YARD DRAIN (MIN 24" COVER) cD 4" PVC SDR 35 FOOTING DRAIN PIPE TO SUMP PUMP +r'. 1•"`•4r 1, , '4 .i.► • :.. j *4" 1 f `•• 1 14+ ".,v r - N. . !f .• . • r ^ ,, 7.' r w ' • y �r co 444 • t •a 7 v 4" PVC SDR 35 SIDE SEWER 0 29t MIN. • 1. CONTRACTOR TO CONFIRM EXISTING ELEVATION AT BACK OF SIDEWALK AT CENTER OF NEW DRIVEWAY, PRIOR TO HOUSE FOUNDATION CONSTRUCTION. 2. A PACKAGED DEWATERING PUMP MAY BE USED UPON APPROVAL BY THE ENGINEER. 3. ONLY THE FOOTING DRAINS AND ROCKERY DRAINS ARE TO BE PIPED INTO THE DEWATERING PUMP. NOTES: 4. TOPOGRAPHY, BOUNDARY AND HOUSE FOOTPRINT PROVIDED BY THE APPLICANT. w .,.._. DEWATERING PUMP FOR -FOOTING DRAINS IN TYPE 1 CATCH BASIN . RIM: 446.0 . . BOTTOM: 443.0 (SEE DETAIL) • N, N 171) `?`These plans have been reviewed by the Public Cv) ()Works Department for conformance with current o rl" 1(0City standards. Acceptance is subject to errors and ir. omissions which do not authorize violations of adopted standards or ordinances. The responsibility (i) for the adequacy of the design rests totally with the designer. Additions, deletions or revhiot s to these drawings after this date will void this acceptance and require a recubmittal of revised d for subsequent approval. �. _ _ _- ;,` ,, Final acceptance is subject to field itiapection by the Public Works utilities inspector. :- - Date:„._ $y: .._ : 1 1 i 1 d G O 4 Zoo ,�..- SANItARY SEWER STUB ,,r440.70' ,°4. c•OP es \ ,,a0 (.4 vs- os scs • LEGEND x20.69 PROPOSED SPOT ELEV FIN, SURF, ...HO— PROPOSED CONTOUR 6 . • • • Pr EXISTING CONTOUR CORR21 DRAINAGE FLOW 4 • :-..., 'Atk ...:: ,e ': ..0 : 1, 4 ,14, t : :' , .. ' . •*4:* ,. : i $ ,f, ,..c , A • e rfr adams home tracts duncan and company cdo puget sound investment group short plat grading and drainage plan File: D03 -0296 35mm Drawing ELECTRICAL OUTLET AND LIGHTING LAYOUT OWNER SMOKE DETECTOR SMOKE DETECTORS To eE IN ALL 5LEEP ROCt 1 CENTRALLY LOCATED IN A PRovv1115 ACCESS TO A ALC145 WITH DETEC.TCR5 C LOCATED CN ALL FLOCRe, INTERCONNECTED W/ BATT 1 J N5TALLED AT A P('INT ' CR AR.E ROCt". , "ITRALLY '-.10T WIRE 1 SACK • UP 4 I , .111 4 , 1. ' r) ' CONTRACTOR SHALL CHECK A.R.., VERIFY ALL DIMENSIONS FPRIOR TO CONSTRUCTION. • SEE SHEET5 5-1 TI-IRCVG1-1 $-4 FCR CONSTRUCTION AND NAILING SPECIFICATIONS. • GUTTERS i DOILN SPOUTS TO D:! PROVIDED A8 Q. DT CODE. • ALL DOLTS Fill EXTEND 3i-4• tlIN. AISOYE 001.1 LE CR 511•LE MUD SILLS FOR WASHERS AND N. 5. , EXTERIOR DOO TO I-1AVE 8• MAX. STEP 11)111-1 MIN. 34' DEEP LAND11 PER .SEC. 1003.3.14 UDC. . PROVIDE FIRE STOPS ',ALL CCNCEALED DRAFT OPENIINtiS PER sec. losi U.C. . „_, .... • ALL 6.Luer: 5HGLOSURE bK TO O T , 1F 61..ibiNa. CURE. TO PROTECT, HOULIATER PLA 5ECTION 232.1012. File: D03 -0296 35mm Drawing #2 -3 DINING ••• ••••.:. LIVING (7) FAMILY ROOM 464e..r4 , , •.• i j r ) sqvz),5. et. I 11.6•11 1'111 k STAL,0 /0 p iii AS 7T.WS .r. s .: 111 : 111.— 7 (../":•'' ) _ I I .r) Arp Prt— • GARAGE r; r i11 17 1 : 1. AAP cr ■ UO TE $ave—Er .SOE 64 of ,44C. 3ENERAL NOTES ALL HEADERS TO BEt fpx8 CP7 (Tx& STUD WALLS) (UN.0.) 4x10 DF•2 (2x4 STUD WALLS) (UAO) ALL EXTERIOR GARAGE WARM UALLS TO BE 2x6 STUDS. (UN.oJ I CONTRACTOR SHALL C'WECK AND vERIFY ALL DIMENSIONS PRIOR ro ccrisTRucrtcN. SEE SPEET.S 5-1 TWRCUO:1-1 5-4 :CR C....'145178.1CTICN AND NAILING ,PEC1FICATICNS. GUTTERS DOILN SPOUTS TO BE PROVIDED AS REC. BY CODE. ALL BOLTS MUST EXTEND 3/4• 11/4. ABOVE DOUBLE CR SINGLE lUD SILLS FOR WASHERS ANC) NUTS. • EXTERIOR CCRS TO 14AvE 8 MAX. STEP WITH MIN. 3ey.' DMs LANDING PER SEC. 0033.1* UB.C. PROVIDE FIRE STOPS • ALL :CNGEALED DRAFT OPENINGS 'ER SEC. •C82 US.G. ALL 614CUJEF! E.NCLCSURE P. 0 OPEN CUT, IF NOT SLIDING, C BE sAFErr c.LLASS. PROVIDE Ex PCST CR 6• CONC :URB TO PROTECT NOT WATER lEATER FURNACE E FROM vENICLES 48 MIN. LAP SPLICE • DEL. TCP LATE SECTION 232c.'12. LOCATION KITc404 F ( I ) BATNRCCM FAN ) LAUNDRY F411.1 ( I ) 1.1..NOLE LIC..J.SE FAN .,) NOTE; in t cFri U.140LE HOUSE F.4)4 WITH 24 HOUR TIMER SWITCH NOT WIRE AND UNDERCUT DCCR FOR AIR • ; .1"..0)44}11Y.IF.40 : . , • • . mitlit 25 u./•::. C ) 50C' • I I-2 ec • C ) r 3 ...•c • I I ecrli f 4 a 120CR*115 •nc•Irccall • ft IL - • • • ••• • • ` • . . Inch 1/16 • 'WFJSTCOTT® Since itip'" 1 1 1 I 1 I 1 1 11 1 111 11111111111111111111111111111111111111111111111111111I111111111 I 1 I 1 I 21 I 1 31 I 1 41 5 1 1 1 1 1 1 1 1 1 111 1 111 6 9 1' El' T 1 1 1 1 1 11 111 1111111 11111 11111 111111 111111111 1111 111 11 11 1 11 11 11 111 1111 11 11111 111111111 111 1 1 1 111111111 1 11 ..1- 5-.X7 tSe4 aw,,-) a 44 5' ' /9-te-s ,.0 • G 1 - 0 • 044 c ST6 INA IFT IL_ C) C) 1 Up' NI 1 / " •it) NOTE: REFER TO SHEET 5-314 FOR: k,__) NU' BERED REFERNCE 7 ,Avi)6 (5n/ ......••■■ E KE DETECTOR SPICKE DETECTORS TO BE INSTALLED IN 4.1 St EEP NG ROOMS I AT A F'011 Ca/TRAL-Y LOCATED IN A NALL CR ■• PROVIDING 4c4se TO A SLEEPNIG A ALONG W TI-I C'ETECTORS CENTRALLY • LOCATE CN ALL FLOC, NOT tLI INTE:e=t•NECTED BATTERY 13.2 1(- . 1 ) ' " *A* exit...-. mtrAt rr.so...nr• • 1. • .•••••,04,011,pr4 0 1•2‘ ... . ,4 0 4.1• 71141‘170■0•49.0neor"."ArT """ • "•"*. ^1 04104•47 . 14.w leiffiVNIVP 0.0 . 4 " .. ... 1• 41:.•r%1111MPIIIIroto4AKIAS••••^2.....4, • - ••• - ••••••• •