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Permit D02-014 - LABELLARTE RESIDENCE - LOT 2 - NEW HOUSE
D02 -014 LABELLARTE RESIDENCE —LOT 2 4806 So. Ryan Way City of'fukwila Parcel No.: 5476800272 Address: 4806 S RYAN WY TUKW Suite No: Tenant: Name: LABELLARTE RESIDENCE- LOT 2 Address: 4806 S RYAN WY, TUKWILA, WA DEVELOPMENT PERMIT Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Owner: Name: LABELLARTE PAUL Phone: Address: 4819 49 AV SW, SEATTLE WA Permit Number: D02 -014 Issue Date: 05/30/2002 Permit Expires On: 11/26/2002 Contact Person: Name: MARK TRAVERS Phone: 206 763 8496 Address: 2315 E PIKE ST, SEATTLE, WA Contractor: Name: COLUMBIA BUILDERS INC Phone: 206 938 -2637 Address: 4819 49TH AVENUE SW, SEATTLE, WA Contractor License No: COLUMBI033LL Expiration Date: 05/22/2003 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,053 SQ FT SINGLE FAMILY RESIDENCE, 512 SQ FT ATTACHED GARAGE AND 96 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, PERMANENT .75" WATER METER and STREET USE. Value of Construction: $199,060.04 Fees Collected: $3,083.69 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 45 c.y. Fill 45 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Water Meter: doc: Devperm D02 -014 Private: N Public: N Printed: 05 -30 -2002 ....A..,._• 1 .aa'u:�:..w `:_.� a_ r_ �J"_ rr':. �r.. da': 34i�d..": :N.kvuilli:..,'rw::.:.•+.lr.rv. z H z ' re 2 6 W 0 (/) U) = u WO gQ = d. � I Z �..: I-- O' Z I Lu gy 0 O I— W Lu I 0 r_- O Z Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this pe • .: not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co str . io .er . mance of work. I am authorized to sign and obtain this development permit. , Date: C' ' d 7' Signature: ' f Print Name: �'^'— doc: Devperm e g-t-i-AVT/Z.-- D02 -014 Date: e3 _mod -d 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. Printed: 05 -30 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5476800272 Address: 4806 S RYAN WY TUKW Suite No: Tenant: LABELLARTE RESIDENCE- LOT 2 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: 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. 8: 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. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 14: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 15: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 16: ** *PUBLIC WORKS DEPARTMENT * ** 17: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 18: Any material spilled onto any street shall be cleaned up immediately. 19: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 21: 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. 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V or steeper and have a vertical rise of 10 feet or more and will be unworked for doc: Conditions PERMIT CONDITIONS D02 -014 Permit Number: D02 -014 Status: ISSUED Applied Date: 01/22/2002 Issue Date: 05/30/2002 Printed: 05 -30 -2002 z FZ re w Q � JO U 0 u, W J LL w 2 ga = d. z H O Z II— LU uj O c 0 I- w uw L U =. 0 ~' z 1 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. 23: 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. 24: The Land Altering Permit Fee is based upon an estimated 115 cubic yards of cut and 64 cy of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 25: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 26: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 27: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 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 constr . the performance of work. ovi Signature: I l PI: Date: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 u D02 -014 Printed: 05 -30 -2002 r Z Q • • CL w W D. J U. •U O: Na w = • .w O. u_ Q .cod = W F— T Z F— O Z U 0 - 01— W S. W: LU co , U = O F- z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5476800272 Permit Number: D02 -014 , 11. Address: 4806 S RYAN WY TUKW Issue Date: 05/30/2002 re w Suite No: Permit Expires On: 11/26/2002 6 j ; J U oo NO J H N u. w O u. .N d YIN Meter #1 Meter #2 Meter #3 H tux h- 1— O Water Meter Size: 75 0 0 W w Quantity: 1 0 0 2 m Water Meter Type: PERM U N O Work Order Number: 5204D02 w w Connection Fee: Y $60.00 $0.00 $0.00 i U' Install Deposit: Y $250.00 $0.00 $0.00 u_ 0 ; Additional Install Deposit: $0.00 $0.00 $0.00 Z Plan Check: Y $10.00 $0.00 $0.00 U co Inspection Fee: Y $15.00 $0.00 $0.00 0 , Turn On Fee: Y $25.00 $0.00 $0.00 Z Special Assessment: $0.00 $0.00 $0.00 Other Fee: $0.00 $0.00 $0.00 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,053 SQ FT SINGLE FAMILY RESIDENCE, 512 SQ FT ATTACHED GARAGE AND 96 SQ FT UNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, LAND ALTERING, STORM DRAINAGE, SANITARY SIDE SEWER, PERMANENT .75" WATER METER and STREET USE. Total Fee: $360.00 $0.00 $0.00 Total Water Fees: $360.00 doc: Miscperm WATER METER INFORMATION D02 -014 Printed: 06 -03 -2002 say atc;; . it Project Name/ fenant: 45 7 — 1 cw/ 41 (1 1-6-r e.-) Val a of Construction: i D r 6 c e S't e Address: City ate /Zip: Ler 2) #106 S ,eyAN U, y 1,)`cw�) St (v,t Prcel N / tuer: L� Ta a 54 ie6 — - .: 08 Ph 6 q3 p 2/ O L(r� Property Owner: � / nh � n - L �� '� /' r " y vC }C� Street Address: ,, 494 :Alt City S -f1/j fit' �u/ ����� Fax #: S72 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 9, sq. ft. Uncovered Deck Contractor: (O?IJA/ A ( B Phone: Street Address: City State /Zip: Fax #: ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Architect: �� �2 V C� &J y 1 Crf Phone: _ . w...6 . 3 qct- `I6 Street Address: Sta�te�/ ip: _ Fax #: 32 303e, � 1 S t qty CTT l� [ ( c Engineer: I Phone: Street Address: City State /Zip: Fax #: Contact Person: S Phone: 3 U / i g6 Street Address: t . .. p r. Trr hi r City State /Zip --1 t '' VV��I�� , AJi 4� � ZZ white., Fax #: 2/ z2o 3038 c� Description of work to be done: � / / �1 ��-� Lo" cwcr Aj/1,() e a V - ( V A611v - Type of work: 'New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: ?,053 sq. ft. Dwelling sq. ft. Covered Deck(s) S72 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 9, sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 23.41 °. *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI. . WILA Permit Center 6300 Sauthcenler Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 R S AFF USE ONLY Project Number: Permit Number: .( -0 T Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) El Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Cl Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time:• ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: El Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire 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. Date application accepted: 2 Z — c 1— Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 .i 'dG;: iNAMM,P'�IiViI:7:. iN'7rkZE0 mL"Cx.tarmem"" .ct o""','"n.f."ar^r..,','... -- ., ,._... BUILDING ' WNER MI-UT ' ' I D • Signature: ■+ Date: 1. 2 / , rev Phone: b 16 c m Cit to Zip: ' •, Fax it: e , � 0 p q, 2 2- Address: , f l �i y_ s r'rile:II0[N1l4f,11fi►llI II:14401 W11111:14IINFIELUNR: • DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ in Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, z downspouts and foundation drains, and where drains tie -in. z I� 7. Parking plan. ce 8. Lowest building elevation (if in Flood Control Zone). 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. o v 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. cn o 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the w = shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). u) F_ 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 0 • w high water mark. 2 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form g Q H -9). u ❑ Foundation plan and details I _ ❑ Floor plan z I— ❑ Roof plan w O w ❑ Building elevations (all views) Do ❑ Building height p ❑ Building cross - section w — w ❑ Structural framing plans and details necessary to completely describe construction H r_ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available -O , , z at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. v w P _ O~ NS M BE SU= MITTED WITH THE FOLIOWIN Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of . Contractor Registration ". y.., > • Building Owner / Agent If the applicant is other than the owner, registered architect/engineerontractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE EAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY EAi' THE LA IVS QF ASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 3T.f� Xtmcive ; r;: W i" ° !IV: ;Yt ge z FAT ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Current Pmts BUILDING - RES INSP FEE - SME /SSS INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY PLAN CHECK - WATER METER STATE BUILDING SURCHARGE WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE 000/322.100 402/342.400 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/345.830 000/386.904 401/388.102 401/342.400 401/386.520 401/343.405 Z RECEIPT ` _ ~ I ._z W U Parcel No.: 5476800272 Permit Number: UO2 -014 O � Address: 4806 S RYAN WY TUKW Status: APPROVED uj W Suite No: Applied Date: 01/22/2002 H . Appl icant: IABELLARTE RESIDENCE- LOT 2 Issue Date: N u- ui 0 ' Receipt No.: R020000716 Payment Amount: 2,292.15 LL Q Initials: SKS Payment Date: 05/30/2002 01:29 PM Z W User ID: 1165 Balance: $0.00 Z H Z t- Payee: COLUMBIA BUILDERS INC 2 D ; D 0 O N TRANSACTION LIST: 0 H Type Method Description I U . Amount 1. O Payment Check 4606 2,292.15 W Z U= S : O I- Z Description Account Code 1,553.75 20.00 15.00 30.00 37.00 23.50 218.40 30.00 10.00 4.50 60.00 15.00 250.00 25.00 Total: 2,292.15 Printed: 05 -30 -2002 Parcel No.: 5473800280 Address: Suite No: Applicant: CB - LOT B Receipt No.: R020000071 Payment Amount: 791.54 Initials: SKS Payment Date: 01/22/2002 11:00 AM User ID: 1165 Balance: $1,222.25 Payee: COLUMBIA BUILDERS TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Amount Payment Check 4408 ACCOUNT ITEM LIST: Current Pmts PLAN CHECK - RES 0gw ' BIII.. RECEIPT Type Method Description Permit Number: D02 -014 Status: PENDING Applied Date: 01/22/2002 Issue Date: 791.54 Description Account Code 000/345.830 791.54 Total: 791.54 2074 01/23 9716 TOTAL Al- 2'417.42 Printed: 01 -22 -2002 cnILI W =. J .- w O' ga - . u_ Q. Z I- O Z I -. n O U O F- W W H H ti 0 , • Z O D- O Z Project: 7 7 , ,/'( --C- U 4 '-i-- tc, 47 0 Type of Inspection: el...442 Address.: . /./,6 S Ze' Date Called: .,,,:7 Special Instructiord: / Date Wanted: „ 3 c a.m. .s....--- ' P.m. Requester. Phone No: ..22(„ 9-...3?--...._-?7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 NEZApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: d erthi2.../ — 3 [lido 1 TZ.D ns i Date: $ 7.00 REINSPECTION FEE REQUIRED. !or to insPection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: "' ' • •1' ." • . z • • z re 2 6 D (.) O 0 w 0 CO W LL- 111 u j 0 g 5 Z 1.- 1- 0 Z W • 0 O (j) O — 0 I- W 'I 0 b " Z W k COMMENTS: Special Instructions: .. Date WApted: 03 Cni p.m • Requvite5 1 Phonello: • 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. 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: W¼0 Z Z • 6 -J '0 0 (f) ILI • W I -J • u_ w 0 u. < . 0 z • p: O , • 0 :rz 0 • u i• I 0 0 w 0 0 z . • COMMENTS: Requester: Phone No: Type of Inspection: r rA l Add ess: Address: S. .1c.. Date Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit boa -o�L� Corrections required prior to approval. Inspector: '� � O e- Date: a_ c)_ 6. 0 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z: HZ re al QQ � -J 00 . O W =, J 1— WO a I CJ I— W Z I- Z U D O ( 0 i- W W F=— H . W Z O I— Z Project: -6n-//4' per applicable — Corrections required prior to approval. Type of Inspection: n� lled: c2 - T 03 /2 4 '1 -ii/ (39 Special Instructions: Date Wanted: Request Phone No: 93 R i .r -0 i I Approved per applicable codes. Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: Date: .) L4 0 3 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. abeliaGtL, L 6 t 2. Type of Inspection: • Ft\ 6 1 Address: t ini0 S • 444 I Wil Date Called: 1 I Special Instructions: - 4 I Date Wanted: I .. ZU Requester: p Phone No: ioe .37 INSPECTION S. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit DO- -ON (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: tor: 00 REINSPECTION FE REQUIRED. Prior t I to inspection, fee must be at Southcenter B d., Suite 100. to schedule reinspection. Re t No.: Date: — 2..C) — Date: r Jor+,4irdtAg'1 j+44;F14;te.n't , 1 z u 4 6 - J O 0 W ° • W W - I 1- u_ ul 0 2 g u_ co ° I— ILI Z I-0 Z ui 2 M C) O Ea O I— LLJ u j I— LL — 0 Z • C.) Ea O I— Project: Type of Inspection: Sp cial Instructions:— Date Wanted 10 /2- aZ a. m. Requeste Phone No. a , w INSPECTI INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: Approved per applicable codes. 0 $47.0 EINSPECTION ItE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prpject: Ccb r S. -Jc/ 2 Type of Ins pctio ; IA // n 5 4 l 4/61 I Address: -1 01 5 ' fay &)Y Date Called: Special Instructions. Date Wanted• l ii) Z / t I z.__ / a;m` p.m. Requeste • . Phone o: Dvlp - 936 - INSPECTION RECO 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. COMMENTS: F 10 1 C-e 1 rte., 2-4 'CAVI )Ct CC' NCN) wt y LL.A _ \Cok41 : CA p v nspecto Corrections required prior to approval. Da 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Type of Inspection: ! l Special j Instructions: Date ted: Requester: V4f// E S Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • (206)431 -3670 0 Corrections required prior to approval. COMMENTS: Inspector: Date: 10 11 C) Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Z H W OC UO N O 3 N O W .tn I I_ W Z = W I W : o U O N O H w I F-� L' O lll • 0 Z Project: Type of Inspection: Address: Date Called: 1 0 HS'Ook Special Instructions: Date Wanted: \O-- a.m. 02 p.m. Requester: - ?atil Phone No: I 2. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit 1)0; - 0 (206)431-3670 El Corrections required prior to approval. COMMENTS: Inspector( e Date: to 13 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: Projec Type of Ins ection: • • Addrress Cf /l Q �i f`�X GC/y Date Called: // -- ._ —� Z Special Instructions: / / Date Wanted: Requester: -; Phone No I NSPECTION RE o RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Project: Lct ed Ty of Inspectiop:- i 3Nwood 1)eck ),, I Date called: Address: _ ,.., -kgb 6 S y. Special instructions: • Date wanted: 4300' cHO_C& p.m. Requester: %‘) 1 Phone: INSPECTION RECORD Retain a,copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 . . . . . • , • PERMIT NO. . (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: ItisOeCtor.s, Date: $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid :at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 1. • ••• /141 412., r:t:I.:.‘••■;1'.LS '?•'• • : ::"• •? 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 L Addrel: S. Special Instructions: Date Cal ed: D te Wanted: / Ppniiptpr Type of Inspection: Wc,t Wk' kt INSPECTION RECORD Retain a copy with permit ApproVed per applicable codes. , ‘ k (206)4 1-3670 tj , Corrections required prior to approval. COMMENTS: Inspector(X Date: 9-)D-O7, $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: iI— Z L t j _I • 0 U) 0 Cfl W I !2 LL uj 0 2 • < D I I— ILI Z I-0 Z O . I- uj O — 0 I— • ul I 0 L 0 • W = O 1- z Project: LA 114112k r eac,...., Type o Inspection: 1/0 q If . r A ddress. 0 i C. r , t,,,,i,. Date Called: 647/1/0i Special Instructions: , Date Wanted: / dis / o I c Inn. L'a- (- I li aiaf Phone No: (2-0(4 17 : -) 3.7 • t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 •• = Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit Et Corrections required prior to approval. COMMENTS: • 1st Hair t r e( (..) res ) c4-e, ?r scloc( 4L (144 I l� ?c A \ . 2, C4 k A .,/C4 (-Jot I t Wert ,c Ct ver (2) qvv- qinclor bo IsLS Per' • C.. tev- -k Q t (4'1 (loci ys -t \ 00 . • inspecto Date: c 1 - 0,7 $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: Pt PERM NO ( 06)431-3670 � r. -a olect: L (k pection: i Ty 14--- eeof Inspection: (Lek Address•'. Li ‘6000 • 0-41 tt 1s./ Date Called: / l 7 �d ._-- Special Instructions: , i I Date Wanted: ii ° O D cam,. p.m. Re „ ! a ( ( lya `-� L P (z e � c;?.m �) (e3 7 ka ' A,iA 453.141, , /.. INSPECTION RECORD Retain a copy with permit INSPECTION N0. ';CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved: per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z ~ w . U O CO CI LLI J = it � LL w 2 • j w z � H O W f—. al 2 • p U N o ff w W `. O Ill z' U O F' z Project: A I t j_ /1., ( Ct. t_ -E Type,_of Inspection: A , , )( 419 1 tcP 4 ta a 71/R4 Address: A(ito s korl \A/ (i ( ) Date Called: y/9/62 SpdcialAnstructions: Date Wanted: /2.02- ( 7 ;9. Requester: Phone No: l')/W-1° r — 3ff- ;2631 S. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. 'COMMENTS: / e ./// //5 Si /- ( &' 6e/vz,,) r.,ee ea_ - P1 20-g- 1.--/3) $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recelpt"No.: Date: • INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206)431-3670 z z 6 o • WW WI u ., W 0 g u. • I _Lu z 1-0 z t-: WW 2 . 0 • W — u j. I 0. . z. • P' 0 1 7 • z Project: t t f a YJ t G r�-e Type f Inspection: 1 t v, , (oat s Address: 9 gO6 s y G� t, Date called: , - 7 =ate Special instructions: Date wanted: a.m. q , Requester: .I Phone: :.C.' :1 ,'.t�;ita;�;+'��il'� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: - r e vCat perlhit , l tr6i I Y� 1 h ,� �t i l^p C ) /3171 c v v / ( } a < + Si ck Inspector: Date: 8 _ $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: 4. l z 1 w re L J O 0 0 • O W =. J I • w w O 2 u_Q .co I • w Z H. ZI- D p. O I— w U J t- Z LLI U = O ~ z Pro AA) Type of Inspection: Date cq,l ed: _ Special instructions: Date wantee : a m Approved per applicable codes. [eceipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: T 3?,cp/.k_,_ L r. Date: -07 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Type of Ins ection: D called: Special. instructions: Date wanted 9-1 - : p .m. Requester: G V Phone: i4 :4tb n�ti>a's.tsrt-a�u:.3eiSx'ia INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: 2 _1_ iot Receipt No: Date: , INSPECTION NO. CITY OF TUKWILA BUILDINGDIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 ;Corrections required prior to approval. COMMENTS: "? 'vide e v,r w-o-toIr rn .,, ter nmwkrorce4 i©),, S 4C2 0111r rOvtc d 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: COMMENTS: Special instructions: / J - Date wanted a�r Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION '• 6300 Southcenter Blvd,' #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. NCorrections required prior to approval. Inspector: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: :l et: Date: 30 O2 Date: Proje9: Type of Inspection: Addr {ess: 00 � Date Called: )/ /,,. Special In tions: r ,.__ Date Wanted: a w1 a.m. p.m. Requester: it tAlr' -Itr. j 'At.4. Phon No: INSPECTION RECORD Retain a copy with permit 0),.)1.- 6 Iti• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PERMIT NO. El Corrections required prior to approval. COMMENTS: / , L�3 3 OE' ��� nA,.� un, I �1 i c.Q u At.we w�... Inspector: Date: \ J( 4/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: sa f4 •$.r9 A ke, t �; ai'f�'1 COMMENTS: Type of Inspection: Type of Inspection: Date called: '. _ f) Q Special instructions: , Date wanted: a.m. Phone: 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 boZ -0 ILf PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 44t) Date: y /A 2?........ ❑ $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: 4�r.,..,g±�, wig , .. �?.��'1�.., �' ��.. C' �`. �` t'•;:, �: ie. u. �rti'.« uN: �r; �1�iCt. ���� ^b�;:`i:JaA'�,.',.��;�:%vk z z W a 2 6 U 0 O to = 11J J I— N O W 2 � Q I W . ?_ W I . • p o U W • W O W z. U — z 08/12/2002 09:29 4257478561 GEOTECH GEOTECH CONSULTANTS, INC. BUILDING PAGE 01 MEMORANDUM 13256 NE 20th St. (Northup Way) Suite 16 Bellevue, WA 98005 (425) 747.5618 Job Number C2-- Cam Fax Number ( O q32 7579 geotech consultants daily field report v Abbreviations A.F.F. ABOVE FINISH FLOOR Ali. ANCHOR BOLT +,BV a)O N ADD — ABOVE ADDITION ADDITIONAL BLW BELOW BMS BEAMS BM BOT B.S.B.L. BEAM BOTTOM BUILDING SETBACK LINE CB CATCH BASIN CONC CONTIN C CAB CONCRETE CONTINUOUS COMPOSITE CABINET CLG CEILING CLR CLEAR COL COLUMN C.J. CONTROL JOINT CPT CARPET CER CERAMIC CONTR CONTRACTOR D.O. DUPLICATE OTHER DISP DISPOSAL DN DOWN D.F. DRINKING FOUNTAIN DS DOWNSPOUT DW DISHWASHER EA EACH ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT EXIST EXISTING EXT EXTERIOR FDN FOUNDATION F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER FTG FOOTING FURN FURNACE F.F.E. FINISH FLOOR ELEV F.F. FINISH FLOOR F.P. FIREPLACE FIN FINAL F.O.S. FACE OF STUD F.O.W. FACE OF WALL GA GAGE GALV GALVANIZED G.I. GALV. IRON GR GRADE GLB GLU LAM BEAM GWB GYPSUM WALLBOARD GYP GYPSUM HDWD HARDWOOD HORIZ HORIZONTAL H.W. HOT WATER INSUL INSULATION LONGIT LONGITUDINAL MAX MAXIMUM MIN MINIMUM MANUF MANUFACTURER MECH MECHANICAL M.H. MANHOLE NO. NUMBER of OVER o.c. PERF ON CENTER PERFORATED PLYWD PLYWOOD P.L. PROP PROPERTY LINE PROPERTY PSD P.T. ' PUBLIC STORM DRAIN PRESSURE TREATED R/A RETURN AIR REINF REINFORCING REF REFRIGERATOR RESID REQ'D RESIDENCE REQUIRED REO'TS REQUIREMENTS RET'G SPEC S SIM RETAINING SPECIFICATIONS SIMILAR S.S. SCHED S.D. S/A STRUCT SANITARY SEWER SMOKE DETECTOR SUPPLY AIR STRUCTURAL St TEMP_ "&G T O.S. T.O.P. T.O.W. TYP VERT i.T.O.__ V.B SHEAR WALL TEMPERED GLASS _ TONGUE & GROOVE TOP OF SLAB TOP OF PLATE TOP OF WALL TYPICAL VERTICAL VENT TO OUTSIDE VAPOR BARRIER V.G. VENEER GRADE V C.T. VINYL COMP. TILE WASHER / DRYER WIDE FLANGE BEAM W/D W.F. W.W.F. WELDED WIRE FABRIC WITH -- - - - --- w/ Symbols ) SECTION x WALL SECTION I DETAIL WY t/ POINT ELEVATION )— EXISTING CONTOUR TO BE REMOVED EXISTING CONTOUR TO BE REMAIN %-- NEW CONTOUR O DOOR (EXISTING) O DOOR (NEW) ©0 WINDOW (EXISTING) WINDOW (NEW) ISWxJ SHEAR WALL PER SCHED ® SD SMOKE DETECTOR MxI MEC H. F PER SCH I Ex ELECT. FIXTURE PER SCHED. ® CB CATCH BASIN SOLID BLOCKING —111-- TO FOUND. BELOW PLUMBING FIXTURE Px PER SCHED. e MATCHLINEe MATCH LINE x CFM EXHAUST FAN E® EXIT SIGN +F.D. FLOOR DRAIN F E. FIRE EXT. i I' Site Plan Scale: 1"=10'-0" ROP J GARAGE F.F. ELEV p +3.50' p +3.00' Scale: 114 " =1' -0" 5' -0" PROP. LINE 75.2 10' B.S.B.L. 1' -0" O.H & GUTTER, TYP. S oPE PER PLAN (20' -0" MIN.) Generic Driveway Slope Section \ +164.50' �EX[ST /FIN GR \ B SB FSs% 7+1.00' 5-0" C, a!1!"n } :cd staariLrtis or or,.,'ia4niles. I [1C resnon ibiIitY r :he adetivacti. of the design rests totally with the Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field inspection by the Public Worsts utilities inspector. Date: By: 2 Z D +0.50' L SIDEWALK // SLOPE PER DETAIL 1/A1 SLOT 2 LOT 3 1 CONC DRIVE p +0.00' SLOPE 2% TRACT A ASPHALT GH ROCKERY EQ' D PROJECT: OWNER: ARCHITECT /AGENT: SCOPE OF WORK: CONSTRUCTION TYPE: ZONE: OCCUPANCY: TYPE OF HEAT: APPLICABLE CODES: Project Information Sheet Index BUILDING AREA: LOT AREA: LOT COVERAGE: S VICTOR ST PROJECT SITE Legal Description Project Calculations r SINGLE FAMILY RESIDENCE xxttx S RYAN WAY (LOT 2) TUKWILA. WA CBI 4819 49TH AVE. SW SEATTLE. WA 98116 (206) 938 - 2637 CONTACT: PAUL LABELLARTE MARK TRAVERS ARCHITECTS 2315 E PIKE ST SEATTLE. WA 98122 (206) 763 - 8496 CONTACT: MARK TRAVERS CONSTRUCTION OF SFR ON EXISTING VACANT LOT W/ (2)CAR ATTACHED GARAGE V -N R -8 R -3, U -1 GAS HEATING 1997 UBC 1997 UMC 1997 UPC 1995 WSFC 1995 WSIAQ WAC 51.30 (CH. 11 UBC) S. 107TH ST Vicinity Plan- - EJILD; :'a Di1r'id"' WILL R= 3'JIPE A NEW PLAN SUBMITTAL k..) MAY I&,3WDE ADDITIONAL PLAN REVIEW FEES.. Al SITE PLAN, PROJECT DATA A2 FIRST, SECOND FLOOR PLANS A3 BUILDING SECTIONS, DETAILS A4 FRAMING PLANS A5 ELEVATIONS SPECIFICATIONS w} 'j C So- 0212 --- TAX I.D. LEGAL DESCRIPTION: Y L !SION OT 2, SP # L97 -0076 1542 SF 6547 SF 23.6% s IvI�� t`4F9 FEB 2 5 = • FILE C I understand that the Pi1A enesic jp '. a s i:: ;ect to errors and ar, is :3Rs 3Rd 8PEr- �''''*, q _ :ans does not at.thor+Ze tht yiolalia.; T ar.� 'col.ed code cr c:dinPnce. RE +rt 01 6OR_ o ::,r's copy of appraveci Mans ackncw dgpd NORTH RECEIVED CITY OF TUKWILA FEB 1 2 2003 PERMIT CENTER tb2.,_ot Stamp of Record Mark Travers Architect, AIA Tel: 206- 763 -8496 Fax: 206.328 -3238 2315 East Pike Street Seattle, WA 96122 Drawn: FSF Checked: MIT Date: 1/17/02 Submittal / Revisions Al } File: D 02 -0014 35mm Drawing #1 Public Works: Jill Mosqueda, Associate Engineer, 206 - 433 -0179 if you have questions about a F- 1. Please provide site plans which includes all the information in the Single Family Applicant handout _ Z Please address the attached comments in an itemized format with applicable revised plans, specifications, z 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 for EACH PERMIT. January 25, 2002 Mark Travers 2315 East Pike St. Seattle, WA 98122 RE: Dear Mr. Travers: This letter is to inform you that your permit applications received at the City of Tukwila Permit Center on January 22, 2002, are determined to be incomplete. Before your permit applications can begin the plan review process the following items need to be addressed. included with this letter. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. Sincerely, Kathryn A. Stetson Permit Technician end Guy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Letter of Incomplete Application #1 Development Permit Application Number D02 -013, D02 -014, D02 -015 CBI Lots A, B, C South Ryan Wy, Tukwila WA the following: File: Permit File No. D02 -013, D02 -014, D02 -015 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 . ix lUtiSl4h (+IIe �'1 Project Name: New Single Family Residences File #: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS D02 -013 D02 -014 D02 -015 Date: 01.25.02 Reviewer: L. Jill Mosqueda, P.E. Please provide a site plan which includes all the information in the Single Family Applicant Handout included herein. Projects /SFR /d02- 013,014,015 comm 1 1 lateral forces wind load on building at roof wind force at lower level structural design sheet diaphragm shear seismic zone 3 roof shear force on garage front wall plywood PERMIT NO.: V02.-- b( BUILDING PERMITS INSPECTIONS ❑ 2 ❑ 3 ❑ 4 ❑ 5 ❑ 7 ❑ 50 ❑ 60 ❑ 70 71 72 90 95 100 200 ❑ X 250 300 ❑ 350 400 450 500 525 ❑ 550 ❑ 600 ❑ 610 700 750 800 801 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof 0 . 1400 Final -Fire 1700 Final - Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special - Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav /Fill ❑ 4013 Special - Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System Progress Inspection Status Pre - construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move Inspection WSEC Residential WA Ventilation/Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Root/Ceiling Insulation Floor Insulation Wall Insulation lation TENANT NAME: C 0 0 Permit Tech: E CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of X( 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit * 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces 10042 Fuel burning appliances 10043 Appliances, which generate 10044 Water heater shall be anchored 10045 Reroot' "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: A Date: :) L: l.' —' .. ±!T.' z Date: ( I'M/ z W -� U 00 W � W �QQ LL Q. .N d H z � F— O W H W 0 0 Ca O - CI— WW I � . « z. W O ~ z ACTIVITY NUMBER: D02 -014 PROJECT NAME: CBI - LOT B SITE ADDRESS: _ _Original Plan Submittal Response to Correction Letter #, SOUTH RYAN WAY DATE: 02 -07 -02 XX Response to Incomplete Letter #_1_ Revision # After Permit Is Issued DEPARTMENTS: Building'b'vision AtOv 1.46 Public Works Deis Au& DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I I Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions u COORD COi Planning Division Permit Coordinator j< DUE DATE: 02-1 2-02 Not Applicable No further Review Required DATE: DUE DATE 03 -12 -02 Not Approved (attach comments) I I n I I DATE: DUE DATE Not Approved (attach comments) ri DATE: 1z mo w . W .� 0 0 N w = LL J I. w L ? w Z = Z Off w W U � - 0 F- = U LL O w z U = ; (2_. O h- z DEPARTMENTS: Building Division Public Workks W IM d$1/lad ('Z'S' "1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: IAA 0 bti *1 MOW 2 6 .111- TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved r ACTIVITY NUMBER: D02 -014 PROJECT NAME: CBI — LOT B SITE ADDRESS: XXX S RYAN WAY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued CORRECTION DETERMINATION: Approved In \PRROUTE.DOC 5/99 RMIT COORD COPY PLAN REVIEW /ROUTING SLIP eq3 Fire P revention Structural Incomplete Approved with Conditions ?to DATE: 01 -22 -02 Planning Division FVf Permit Coordinator DUE DATE: 01 -24-02 Not Applicable n No further Review Required DUE DATE 02 -21 -02 Approved with Conditionsn Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE z w oc w . 00 . J )-- w 0 . • a = z = w : o o0 1-- ww � ill U =. O I- z Revision 1 No. I Date Received 1 Staff i Initials I Date Issued . 'Staff Initials Summary of Revision: Summary of Revision: Received By: Received By: Summary of Revision: Qftd tOfletAur� Received By: P,q t4' (.- LA 6&Z... WI g j b Revision No. I Date I Received 1 Staff Initials Date Issued Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Received By: Received By: " Revision No. ' Date Received Staff Initials Date Issued Staff Initials I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials I I ! Summary of Revision: Received By: PROJECT NAME: LCbe(( Lo+ 2 Site Address: PERM' . 'NO:.. Ota -3 I Original Issue Date: REVISION LOG iplease print) (please print) (please print) please print please grin ^,Y.'Irr.: ewer +^�.4`+ERG,"(nn�•t'NY„`(C:�l - n+c C' ?apk :.infitfNUP,y ".XW.Artk e.1.11 tiadeuomms, ",... ,, , 441Niti ftrgfiO4ti> 5: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- -1 Z — Plan Check/Permit Number: 7)o 0 I ;1 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued Project Name: Kt_ L.A Project Address: 'y$e 6 S i! NA r Contact Person: Phone Number: 206- ?5Ei -2.4051 Summary of Revision: ledGikEtz`f 1 , 1 sT'A g - t--- CIT OF�TUKWILA FEB 12 ': ir1J PERMIT CCNTO -, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , ICCL4/ g Entered in Sierra on a- ( )-'oe 08/30/00 z ~ w u6 -J C-) O 0. W J 1 N u- u j 0. g-I LL Q it. s ul z � Z O W ut O - O I- w • uj H . Z w U= O 1_ z 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 / 7 / 0 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Project Name: Project Address: Plan Check/Permit Number: D02 -014 Lu o H- wW L H Contact Person: MA-n. T12_AVE12S Phone Number: ZOO (,3 8q 6 z co Summary of Revision: 4 . c.) ADD D 11. 1 ` 1 S t TE Pe-MI.34.6C SUB M 't TEL 4?E: -. 311.1 1- 103 cE DA S 6k}ES l CBI Lot B XXXXS. Ryan Wy RECEIVED PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date � ofrevision Received at the City of Tukwila Permit Center by: f�� Entered in Sierra on 01/25/02 z z re w - U U C o CU w 2 �Q .0 d . = w H- _ Z i I- 0 Z I-- 1 SHEAR WALL ...... .. . .. TEMPERED GLASS TONGUE & GROOVE 'OP OF SLAB TOP OF PLATE _. 'OP OF WALL _ _ TYPICAL VERTICAL VENT TO OUTSIDE - VAPOR BARRIER VENEER GRADE VINYL COMP. TILE WASHER / DRYER WIDE FLANGE BEAM WELDED WIRE FABRIC WITH 1 I Symbols . SECTION WALL SECTION DETAIL •■■\_1( POINT ELEVATION EXISTING CONTOUR TO BE _ REMOVED EXISTING CONTOUR TO BE REMAIN NEW CONTOUR O O DOOR (EXISTING) DOOR (NEW) WINDOW (EXISTING) WINDOW (NEW) SHEAR WALL PER SCHED. ISWx I (• SD (Mx SMOKE DETECTOR MECH. FIXTURE PER SCHED Ex �4 CB —� i ) MATCH LINE e [FAN C ?M EXIT ELECT. FIXTURE PER SCHED. CATCH BASIN SOLID BLOCKING TO FOUND. BELOW PLUMBING FIXTURE PER SCHED. MATCH LINE EXHAUST FAN EXIT SIGN +F.D. F.E. FLOOR DRAIN FIRE EXT. F.E. FTG FURN F.F.E._ F.F. F.P. FIN F.O.S. F.O.W. CA GALV G.I. GR GLB GWB GYP HDWD HORIZ H.W INSUL LONG__IT MAX_ MIN MANUF MECH M.H. NO. c /.. o.c. PERF PLYWD P.L. PROP P.T. R/A REINF REF RESID __ REQ'D REQ'TS RET'G SPECS SIM S.S. SCHED A.B. / � iJi A.DD'N ANA BLW BMS BM BOT E.S.B.L C A B _ CONC CONTIN COMP CAB CLG CLR COL C.J. CPT CER CONTR D.O. DISP DN DW EA ELEV EQ EQUIP EQUIV EXIST - EXT ___ FDN F.D. S.D. S/A STRUCT Abbreviations ABOVE FINISH FLOOR ANCHOR BOLT ABOVE ADDITION ADDITIONAL. BELOW BEAMS BEAM BOTTOM BUILDING SETBACK UNE CATCH BASIN CONCRETE CONTINUOUS COMPOSITE CABINET CEILING CLEAR COLUMN CONTROL JOINT CARPET CERAMIC CONTRACTOR DUPLICATE OTHER DISPOSAL DOWN DRINKING FOUNTAIN DOWNSPOUT DISHWASHER EACH ELEVATION EQUAL EQUIPMENT EQUIVALENT EXISTING EXTERIOR FOUNDATION FLOOR DRAIN FIRE EXTINGUISHER FOOTING FURNACE FINISH FLOOR ELEV FINISH FLOOR FIREPLACE FINAL FACE OF STUD FACE OF WALL GAGE GALVANIZED GALV. IRON GRADE GLU LAM BEAM GYPSUM WALLBOARD GYPSUM HARDWOOD HORIZONTAL HOT WATER INSULATION LONGITUDINAL MAXIMUM MINIMUM MANUFACTURER MECH ANICAL MAN HOLE NUMBER OVER ON CENTER PERFORATED PLYWOOD PROPERTY LINE PROPERTY PUBLIC STORM DRAIN PRESSURE TREATED RETURN AIR REINFORCING REFRIGERATOR RESIDENCE REQUIRED REQUIREMENTS RETAINING SPECIFICATIONS SIMILAR SANITARY SEWER SCHEDULE SMOKE DETECTOR SUPPLY AIR STRUCTURAL Site Plan Scale: 1'=10'-0" �l Generic Driveway Slope Section Scale: 114' =1'-0" _ +1 64.75' EXIST /FIN GR — 20' PRIVATE UTILITY ,\ EASEMENT 20' PUBLIC WATER 'I EASEMENT 4.-----. 5' B.S.B.L. CROP. LINE 29.83' PROP. LINE 75.27' 1 0' B.S.B.L. � � y\ I ,% , 7- m I :f / o m L DECK ABOVE - -" \ 1' -0" O.H & GUTTER, TYP. 0 \ Jr} - / +164.50' EXIST /FIN GR ROp� 6SeC• 6 2S� SEPARATE PERMIT RE0.31RED FOR: 7 CHANICAL E , ECTRICAL GAS PIPING CITY OF TU` WILA BUILDING DIVISION /- EXIST/F1 GR \ \ 3r \ � Sfir p,~q V \ \ \* \ \ V� \ \ \ ;' '71 +167.75' IST /FIN GR LOT 1 LOT 2 Set tlo4(e�5: LOT 3 5fnete, A-2- 4449 ` Sinee , A -3 . f SLOPE DETAIL CONC -DRIVE j` \ /47 I triers L .- a , ;mac a T'!i are suu ar s r °5 a� a;.; 0elat of Oars doers +r J! a -Y aadoce.ed co Z M* 1- tractoi $ copy of a ecil aacrozweded. By Date s -3" - Permit Ole' o REVISIONS a � �•� C C SHALL B W •T 4.3T't_ PE.V.S•ONS WU.L RE73 RE A NEW ' A. c WAY IhWAIE ADZ:WAAl PLAN B D IA IN p� NOS' Y — -- 24" HIGH ROCKERY \ AS REQ'D TRACT A \' PROJECT: OWNER: ARCHITECT /AGENT: SCOPE OF WORK: CONSTRUCTION TYPE: ZONE: OCCUPANCY: TYPE OF HEAT: APPLICABLE CODES: Project Information S VICTOR ST Vicinity Plan PROJECT SITE Al SITE PLAN, PROJECT DATA A2 FIRST, SECOND FLOOR PLANS A3 BUILDING SECTIONS, DETAILS A4 FRAMING PLANS A5 ELEVATIONS SPECIFICATIONS Sheet Index $541,eo• (1412 TAX I.D. # 5 LEGAL DESCRIPTION: LOT 2, SP # L97 -0076 Legal Description Oa••■ BUILDING AREA: LOT AREA: LOT COVERAGE: Project Calculations Ste" F FAMILY RESIDENCE #bp( gime L RYAN WAY (LOT 2) TUKWILA, WA CBI 4819 49TH AVE. SW SEATTLE. WA 98116 (206) 938 -2637 CONTACT: PAUL LABELLARTE MARK TRAVERS ARCHITECTS 2315 E PIKE ST SEATTLE. WA 98122 (206) 763 -8496 CONTACT: MARK TRAVERS CONSTRUCTION OF SFR ON EXISTING VACANT LOT W/ (2)CAR ATTACHED GARAGE V -N R -8 R -3, U -1 GAS HEATING 1997 UBC 1997 UMC 1997 UPC 1995 WSFC 1995 WSIAQ WAC 51.30 (CH. 11 UBC) S. 107TH ST 1542 SF 6547 SF 23.6% NORTH FL i 700? RECEIVED CITY of TUKWI JAN 2 2 2002 PERMIT CENTER 'io 2-o Stamp of Recall Mark Travers ka Architect, AIA Tel: 2084638496 akit Fax: 206- 328 -3x18 ''2315 East Kw Street ‘-,Seattle, WA 98122 Al Date: 1117102 • Submittal I Revisions PROP. LINE 64.34' w/ LOCK, SLIDER i 11' -3" DINING 10'-6" LIVI1NG U.L. LISTED' FIREPLACE W/ CERAMI TILE HEARTH Second Floor Plan Scale: 1/4 " =1'-0" KITCHEN BEDROOM MSTR BEDROOM 12' - 2" EQ BEDROOM LIVING 1252 SF 0) NORTH 3' -0" 2 NOTES: Window Schedule SYMBOL MANUFACTURER MILGARD 920 OPTION IV PER WSEC SIZE (R.O.) x 4' -0" x 4' -0" x 3' -6" 6' –O" x - 6' - 8" 3' -0" x 4' -0" 4' -0" x 4' -0" 3' -0" x 4' -0" x 6' -0" x - 2' -0" 5' -0" x 3' -0" 1' -0" x 5' -0" 2' -0" x 4' -0" 2' -0" x 2' -0" TYPE SUDER SUDER GARDEN SLGD SLIDER SLIDER QUANTITY T.GA(S.F.) Uo JREMARKS 2 40 0-65 I TEMP. GLASS 2 4 TEMP. GLASS 1 13.3 1 80 TEMP. GLASS 1 12 3 48 SUDER 2 30 AXED 1 20 FIXED 1 SUDER 2 30 0.65 FIXED 1 5 SKYUGHT 1 8 0.56 SKYLIGHT 2 8 TOTAL = 310.3 sf / 2053 sf HEATED AREA 12 I TEMP. GLASS EQUIP. AFUE =0.78 = 15.1 % GLAZING TEMP. GLASS 1. ALL SMOKE DETECTORS TO BE 110V INTERCONNECTED W/ BATTERY BACKUP 2. ALL EXTERNAL DOORS TO Uo =0.40 W/ DEADBOLT W/ 1/2" THROW 0) N 1' -3 4' -2" 8'– 5 3 5' -0" 4' + 0" 5' - 8" I I 40x40 12 i - BEDROOM - I OFFICE 14' -0" U r First Floor Plan Scale: 1/4"=1-0" S.D.® `1' -6" '6 O 0) .19 u) 5 3 5' -0" 20' -6" UTILITY CO co 3' -0" k 2' -8" 4' -0" ' r 3'– 30 150 6' -8" S.D.0 Up 00 41' -0" N � BATH 41 -0" 2' -8" 1,. if, 1) NDI CA7.7. TJ _ __ —20 MIN. DOOR W/ CLOSER & DEADBOLT FURN. - +18" A.F.FN PLATFORM RETURN \- AIR ABOVE 1<e/rig re i FAMILY 0 17' - 6" GARAGE 20' -6" 15' - 10" Y" OSB PLYWD a � '� BOTH SIDES SEISMIC STRAP PER SBC 2326. (2) 4 "0 STEEL PIPE BOLLARDS CONC FILLED 12" EMBEDDED - I__D CV ' 10' -3" ; 10' - O 5 /" TYPE 'X' GWB CD I WALLS, CEILING, BEAM • – 1 & COLUMN 16 ° 7° O.H.D. ! 16 -0" 20' -6" GARAGE 512 SF 11.3 LIVING 801 SF NORTH f 1' -10" 0 I 0 0) r) 1 C1 009 MAR 2 1 242 A5 t t rvILDNG 003404 CITY o u JAN 2 2 2002 PERMIT CENTE, 11 SKYUGHT, 4' -0' MAX. SPAN, 0.030 LAMINATED INTERLAYER FLASHING — Skylight Scale: 3/4" =1'-0' L - Shear Wall Footing Scale: 3/4' =1'-0' Section A -A Scale: 1/4' =1'-0' ` • I ROOFING �� — WOOD CANT %'�0x 10" A.B.S. @ 32 o.c., 7" MIN EMBED — 4" CONC. SLAB w/ 6x6 - WWF, TYP — - (4) #4 BARS CONTIN. (4) #4 BARS CONTIN. T &B. 12" Footing /Slab Scale: 3/4•=1'-0' 1 -0 Footing /Slab Scale: 3/4'=1' -0' DINING BEDROOM 10 EXIST FIN. GRADE 5 / "0x10" A.B.S. @ 32 "o.c., 7" MIN EMBED l - 4" CONC. SLAB w/ 6x6 - WWF, TYP = —(4) #4 BARS CONTIN. (3) 16d NAILS 0 — EA. TRUSS SEE SECTION FOR ROOF CONSTRUCTION -• EDGE FLASHING -c ■ METAL GUTTER -J 2x6 FASCIA - 2x BLOCKING w/ (2) Uz" SCREENED HOLES @ EA TRUSS BA'( #4 BAR @ 12 "o.c. HORIZ. #4 BAR @ 18 "o.c. VERT. 4" CONT PERF FOOTING DRAIN w/ 16" OF GRAVEL AROUND (2) #4 REINF CONT FINISH GRADE — 4' DOWNSPOUT THIGHTLINE LIVING OFFICE Eave Scale: 3/4 =1'-0' Footing/Wall Scale: 3/4' =1' -0' z c/ r _ o }} ,I d- I r 5 EXIST /FIN. GRADE 2' MIN AIRSPACE INSUL PER SECTION il�if�ll�il�ll 1 I IA I O u- 6 MIL V ROOF TRUSS PER ROOF TRUSS MFG STAMP OF APPROVAL R -30 INSUL %0x 10" A. B. @ 4' -0" o.c., EMBED 7" MIN. 2x6 P.T. PLATE ASSUMES NO SURCHARGE ---- (2)#4 TOP REBAR @ TOP FURROUT w/ R -19 @ HEATED SPACES WATERPROOFING J Section B - Scale: 114"=1' -0" • 2' -0" MIN ' k, w , 5 . e , �. R -10 INSUL it Cxn .el�utr 0 I N TYPICAL ROOF CONSTRUCTION: CLASS 'B' ROOFING 30# FELT 5" EXT. PLYWD COMMON TRUSSES @ 24 "o.c. R -30 INSUL. 5 /8"GWB TYPICAL FLOOR CONSTRUCTION: 3 /4" T &G PLYWD 2x JOISTS PER PLAN 5 43''GWB N TYPICAL EXT. WALL CONSTRUCTION: 1" WOOD SIDING 15# FELT Y2" EXT. PLYWD 2x6 STUDS @ 24 "o.c. R -19 INSUL. Y" GWB Foundation Plan Scale: 1 /4' =1' -0' • 15' -0" I PLATE WASHERS 0 ALL ANCHOR BOLTS SHALL BE 2'x2'146' THICK AND SHALL BE USED ON BOLT. 'HERE MALL BE A MINIMUM OF (2) BOLTS PER PIECE. ANCHOR BOLTS SHALL BE LOCATED NO MORE THAN 12' FROM THE END OF A PIECE OF PLATE OR LESS THAN SEVEN BOLT DIAMETERS. 41 ' -0' 5' -6" 2' -8" 41' -0" GARAGE P 1 L 1 28' -8" T + V EQUAL 1 2 5" TYPE 'X' GWB @I WALLS Sc CLG, TYP. @ GARAGE 16'-0" o, N W 0 0 J EQUAL 12 i 4 FLOOR SLAB CONSTRUCTION: 4" CONC. SLAB w /6x6x 1.4x 1.4 WWF 6" CRUSHED ROCK 2" SAND 6 MIL. V.B. O2.•oILE s T 0 10" R - 30 MSTR BEDROOM A - A,X,. X X,X '7\XX r - K FAMILY BEDROOM i� AVNA%WAVAWN, AWAIWAINMINAT %iV I CITY E FEIVED O TUKWrr JAN 2 2 700? PERMIT CEN rp . FINAL GRADE 4 p EXTEND TRUSS RAFTER TAILS 2x4 FRAMING UNDER 0 4 x 10 Y2" PLYWOOD ONE SIDE 10d D4" .c. PLATE TO PLATE 16d @4 "o.c. TW ROWS EXTENDED WALL IN BETW EN PLYWOOD TO ROOF DIAPHRAGM - n I - SOFFIT I � � ∎4x10 —fi Roof Framin Scale: 114 " =1' -0" • 5y8xi2 SCISSOR TRUSSES @24 "o.c. V SECOND FLOOR CONTIN. BEAM IF APPLICABILE) (2) 2x STUDS 8d NAILS 0 3" o.c. (3) 2x PLATES NAILSHEATHING TO EACH V FIRST FLOOR ( /8" 0 A.B. 7" - - -- EMBED, PLACE @ J SPACING r 4x70 L e" Scale: 1/2'1' -0' 4x 10 )2" PLYWOOD Lateral Restraint Panel `.\ 4x10 UP1 avammanwammemoavioona FAIT 5 2 SKYLT. 2 SKYLT. _ 2'-8` MIN. f C_ I 1 L J C COMMON TRUSSES @24 "o.c. J4' ca. PLYWD ON (1) SIDE AT SECOND FLOOR ONLY (2) MST 48 AT SECOND FLOOR (ONE PER PANEL END, TYP) J - EXT. PLYWD BOTH SIDE AT FIRST FLOOR HP AHD22 AT EA. END OF BRACED PANEL (EITHER FACE OF WALL O.K. FOR HPAHD PLACEMENT) 8" MIN. FROM CORNER, TYP. 8" MIN. IW21 4x10 4x10 10121 4x10 — Y" PLYWOOD ONE SIDE I W2I i Wt l PANEL EDGES 2X BLOCKING WHERE BLOCKED DIAPHRAGM IS SPECIFIED CONTIN. PANEL EDGES --=� FIELD NAILING: 10d @ 4 "0.C. AT ALL EDGES AND BLOCKING 10d @ 12" O.0 AT ALL STUDS SHEAR WALL SCHEDULE: FRAMING MEMBER SPACING PER PLAN PLYWD_ SHEATHING THICKNESS AS SPECIFIED Plywood Floor Diaphragm Layout - Typical Scale: 1/4•=1'-0' Y PLYWD (1) SIDE 2x FRAMING PER PLAN 10d ® 4" o.c. @ EDGES, 10d @ 10" o.c. @ FIELD [W21 Y2" PLYWD BOTH SIDES @ FIRST FLOOR (1) SIDE AT SECOND FLOOR 2x4'S 0 16" o.c. w/ 10d @ 4" o.c. @ EDGES, 10d @ 10" o.c. @ FIELD w/ 5" 0 A.B. @ 16" o.c. AT (2) 2x PLATE, TYP. 4 NOTE: CASE 2 OR 4 PER SBC TABLE NO. 25 -J--I 4x 10 FLUSH 5 /x4 DECKING 0/ P.T.2x8's@ 16 "o.c. 2x 1 O's 016 "o.c w/ HANGER Second Floor Framing Scale: 114'=1'-0' S PLYWOOD - . : ` JOIST @CRIPPLE STUDS ABOVE P.T. 2x6's@16"o.c. - w/ Y4" PLYWOOD NOTES: Y'4" T&G EXT. PLYWOOD LAG BOLTS 7 LEDGER PER TYP. DECK CONSTR. P.T. 2X6'S @ 16 "o.c. w/ -- HANGERS (3) P.T. 4x12 STRINGERS w/ P.T. 2x TREADS EXIST. & RN. GRADE Entry Stairs Scale: 3/4` =1'-0' 1. DECK LEDGER TO BE P.T. 4x10 w /(2) 5 A"0x6" LAG BOLTS w/ WASHERS @24 "o.c. w /JOIST w/ HANGERS 1W2 1 Adalet Iii.: ZIX00. W116//NreArA►:d D CK LEDGER /- THIS AREA TO BE THE ONLY EXCEPTION TO FLOOR DIAPHRAGM NAILING 2>.1 O's@ 16"o.c. Y1" PLYWOOD BOTH SIDE OF WALL 34 "e A.B.'s @16 "o.c. THRU. BLOCKING (2) 2x PLATES 2x 10's@ 16 "o.c. 2x6 TRUSSED RAFTERS @24o.c. 5Y8x12x20' 6 15 FLUSH )2" PLYWOOD OUTSIDE P.T. 2x4 w/ (2) Y4 "0 x3" EXP. ANCHORS @ 24" o.c. P.T. 2x6 RIM JOIST EMI FLOOR DIAPHRAGM TO EXTEND TO THIS WALL DIX2:0 I - 4" CONC. -- WALKWAY -o MAR 2 7 2002 EPC66 AT TOP OF BM BLOCK SOLID UNDER BEAM (4) 2x STUDS, TYP. -- EPC68 AT TOP OF BM BLOCK SOLID UNDER BEAM (4) 2x STUDS, TYP. CITY OF TUKWIL,q J AN 2 2 2002 PERMIT CENTER + 168.00' EXIST /FIN \. GRADE \. Scale: 1/4" =1'-0' + 164.75' EXIST /FIN GRADE West Elevation South Elevation Scale: 1/4 =1'-0' EXIST. /FIN. GRADE -- O ' EXIST. /FIN. GRADE —\ + 164.50' EXIST /FIN. GRADE +164.75' EXIST /FIN. GRADE +167.75' EXIST /FIN GRADE +164.50' EXIST /FIN. GRADE East Elevation Scale: 1/4=1'-0' r EXIST. /FIN. GRADE - North Elevation Scale: 1/4 " =1'-0" EXIST. /FIN. GRADE f -- FIN GRADE —� +168.00' EXIST /FIN. GRADE / N / \ / \ / EXIST GRADE -� N N ___ 4" MIN. +167.75' [EXIST /FIN. ' GRADE -- +24" HIGH ROCKERY CITY OF 7UKN m JAN 2 2 700/ PERMir cEry rFK Date: 1/17/02 A5 4 ,� M Tuber Connote 58 3 Timber connectors cased out by letters and numbers shall be "Strong -Tie' by Simpson Company. as spec fled in their catalog. Equivolent devices by other manufacturers may be substituted. provided they hove IC80 approve! for equal or greater load capacities. Provide number and size of fasteners os specified by manufocturer. Connectors stall be installed in accordance with the manufacturer's recommendations. Where connector strops connect two members. place one -half of the noits or bolts in each member. As bolts in wood members shoe conform to ASTI/ A307. Provide washers under the heads and nuts of all bolts and log screws bearing on wood. Unless noted otherwise. all nails shall be common. /111 shims shall be seasoned and dried and the some grade (minimum) as members connected- All joists sholl be connected to flush beams with 'U' Series Joist Hangers. yosum Wallboard 59. Screw to all studs. top and bottom plates and blocking with 1-1/4" Type N screw, 4' o.c. at lowest floor level and of 7" o.c. at upper floor levels. 5/8" GWB to use 1 -1 /4" Type N bulge head screw (0 GWB shear walls only). 60. At areas shown to be fire rated wall. use 5/9' type "x" gypsum wallboard and fasten with 6d cooler nails 0 7' o.c. or 1 -1/4" Type N bulge head screw; stagger joints. Tape all joints 62. 5TRUCTURAL DESIGN CRITERIA Truss Loads 20# DL Uniform per In. ft 50# LL Uniform per In ft. (based on 10 +25 psf with trusses ® 2' -0 ". Point loads as noted on truss drawings. Roof Live Load psf Floor Live Load 4.0 psf, 50 psf ® B occ. Stair and Corridor Live Load 100 psf Mechanical Units Weights furnished by manufacturer Wind 8) mph Exp. "8" Earthquake Zane 3, Z =0.3, R =5.5 Allowable Soil Pressure .000 psf Equivalent Fluid Pressure 35 pcf ENERGY NOTES General 63. All materials, workmanship and construction shall conform to the requirements of the Uniform Building Code and the Washington State Energy Code, latest edition. Verify all conditions before proceeding with work. Insulation 64. Walls: Insulated with R -19 bott (for 2x6 walls) and R-11 bott (for 2x4 walls) unless noted otherwise. 65. Roof and ceiling: Insulated with R -30 butt. Provide insulation in ceiling where possible and in 2x12 rafters if vaulted ceiling conditions ex?st. Maintain a minimum of 2" clear between top of insulation and bottom of sheathing for venting. Venting must occur in each joist space. Where continuous venting is within a joist space by a header (i.e. skylight or at hip -end), provide (2) 1 -1/2" venting holes at the top of the rafter at the header to allow for continual through- venting into the next joist space. 66. Floors: Provide R -19 batt insulation over unheated space unless noted otherwise. 67. Slab on grade: Provide extruded rigid closed cell insulation R -10. Insulation to provide thermal break between slab and footing and run from the top of the slab to the bottom of the footing. Insulation may be interrupted for 6" every 2' -0" to allow for doweling to tie slab and footing together. 68. Vapor Barriers: An approved vapor barrier shall be installed at exterior walls and at all roof decks, below enclosed joist spaces where ceiling finishes are directly installed to joists, and any other wall or ceiling surfaces which receive insulation. This vapor barrier may be a component of the insulation material. Application and installation of insulation and vapor barriers shall comply with State of Washington thermal insulation standards (H.B. 96). ELECTRICAL NOTES 69. All electrical materials, workmanship and construction shall conform to the requirements of the Uniform Building Code and the Uniform Electrical Code, latest edition. Verify all conditions before proceeding with work. 70. All electric hot water heaters shall be provided with a shutoff switch close to the tank. 71. Provide and install smoke detectors in compliance with governing codes. Smoke detector to be 110v w/ battery back -up, interconnected. MECHANICAL NOTES (Residential only) 72. All mechanical materials, workmanship and construction shall conform to the Uniform Building Code and Uniform Mechanical Code, latest edition. Verify all conditions before proceeding with work. 73. Mechanical ventilation systems capable of providing 5 air changes per hour shall b. provided in rooms not provided with an operable window of ' .5 sf or greater per UBC. 74. Hot water heaters shall be provided with pressure relief valve. If electric, provide shutoff switch close to tank. Insulate in compliance with Washington State Energy Code. All hot water lines shall be fitted with snap -on insulation in compliance with Washington State Energy Code. Whole 75. 6" diameter duct per hour, but not less cubic feet per minute; per hour. the system air heating system. o e House Ventilation System (Residential only) from outside to the return air plenum. Minimum 0.35 air changes than 15 cubic feet per minute per bedroom plus an additional 15 maximum air changes per hour must be limited to 0.5 air changes must supply outside air to all habitable rooms through the forced 76. All ventilation system controls shall be readily accessible and be capable of operating the ventilation system without energizing other energy consuming appliances. The forced air system shall be equipped with a clock /timer. 77. All ducts shall terminate outside the building. Exhaust ducts in systems that operate intermittently shall be equipped with a back draft damper. All exhaust and supply ducts in unconditioned spaces shall be insulated to a minimum of R -4. The bock draft damper shall be o minimum of 6" diameter. 78. Outside air inlets shall be screened or otherwise protected from entry by insects abd debris, and shall be located so as not to take air from the following areas: Closer than 10 feet from on oppliance vent outlet, unless such vent is 3 feet above the outside air inlet. Where it will pick up objectionable odors, fumes, or flammable vapors. A hazardous or unsanitary location. A room or space having any fuel- burning appliances therein Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at least 3 feet above the air inlet. The outside air connection to the return air stream shall be located to prevent thermal shock to the heat exchanger. I Miscellaneous Steel 49. Structural steel shall be ASTU A -36. Fy :36,000 psi. Ai welding shall conform to the AWS codes for arc and gas welding in build construction. AN welds shall be 3/16' minimum unless otherwise noted. welding electrodes shoal: be E70XX electrodes for manual Shielded metal -arc welding or equal electrode for their welding processes. Welded joints Shot conform to AWS pre qualified joint details for welded construction. All welding shoe be performed by AWS certified welders_ Miscellaneous hangers to be Simpson or approved equal. All hangers to be fastened to wood with proper nails. AM holes shoe be nailed. AN nails shall be common wire nails. Machine bolts to be A -307. Anchor bolts shall be 5/8" diameter at 2' -0' o.c. embedded 8'. There shall be a minimum of 2 bolts per each piece with one bolt located within 12' of each end and within 12' of each corner. unless otherwise noted Provide stondord plate washers under all bolt heads and nuts bearing on wood. 50. Lumber (unless noted otherwise) Joists and Rafters (incl. 2x6 and larger members used as studs and plates) Beams and Stringers Posts and Timbers Studs. Plates and Misc. Light Framing Glue Laminated Timber 24F -V3 fb =2400 psi All other lumber Hem -Fir standard or better 51. All framing to comply with UBC Chapter 23. Nail size and spacing to conform to UBC Section 23 and table 23- II -B -1. All timber to be kiln dried. All grades shall conform to "WWPA Grading Rules for Western Lumber ", most recent edition. Bolt heads and nuts bearing on wood shall be provided with standard cut washers. All wood in contact with concrete shall be pressure treated or protected from decay. All nailing not noted on drawings shall conform to UBC Table 23- II -B -1. See miscellaneous steel for hangers. At sawn timber joist areas: Provide cross - bridging per UBC Section 2320.8.3 and solid blocking at bearing points. Provide double joists under all partitions. Provide double joists each side of openings unless detailed otherwise. Provide solid blocking over bearing partitions, walls and beams. Attach timber joists to flush headers and beams with Simpson series metal joist hanger to suit the joist size. Plywood 52. Plywood panels shall meet the requirements of the latest edition of "U.S. Product Standard PS -1 for Softwood Plywood ". Each piece shall bear the APA grade trademark of the American Plywood Association. Plywood roof and wall sheathing to be C -D INT -APA (with exterior glue) per UBC Standards unless noted otherwise. Minimum plywood to be 6" o.c. at all supported edges and 12" o.c. at interior supports. Nails to be 8d common for 1/2" plywood, 10d common for 5/8" and 3/4" plywood roof and floor sheathing. Stagger and lap at roof and floor sheathing. Nails shall be driven flush but not fracture the surface of the sheathing. All floor sheathing to be glued and nailed continuously at all floor joists. Span rating shall be 40/20 in ; floor sheathing and 20/0 in V' roof /wall sheathing. 53. At shear walls: Nails shall be 10d common for 1/2" sheathing with all edges blocked, 10d nails 4" o.c. 0 edges and 10" o.c. field. 54. Support shall be supplied to all plywood edges with plyclips, blocking, tongue and groove plywood joints or other approved methods per APA recommendation. Supports to occur at 4" o.c. 0 edges and 6" at field. Douglas Fir No. 2 minimum basic design stress fb= 900 psi Douglas Fir No. 1 minimum basic design stress fb= 1350 psi Douglas Fir No. 1 minimum basic design stress fb= 1000 psi Douglas Fir construction grade Glued Laminated Members 55. Glued laminated members shall be fabricated in conformance with U.S. product standard PS -56 -73 for structural glued laminated timber. All members shall be fabricated of industrial grade western woods in accordance with American Institute of Timber Construction (AITC) Specifications using water resistant glue throughout. Each member shall bear an AITC identification mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be applied immediately after trimming in either shop or field. Laminated Veneer Lumber (LVL) 55.1 Laminated veneer lumber shall be manufactured under a process approved by the National Research Board. Each piece shall bear a stamp or stomps noting the name and plant manufacturer, the grade, the National Research Board number, and the quality control agency. All laminated veneer lumber shall be manufactured in accordance with NER -126 using Douglas Fir veneer glued with a waterproof adhesive meeting the requirements of ASTM D2559 with all grain parallel with the length of the member. Fb = 2600 PSI, E = 1,800,000, Fv = 285 (for 1.8E members) Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation. Alternate manufacturers may be used subject to review and approval by the architect and structural engineer. Alternate joist hangers and other hardware may be substituted for items shown provided they have I.C.B.O. approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with members provided. Parallel Strand Lumber (PSL) 55.2 Parallel strand lumber shall be manufactured under a process approved by the National Research Board. Each piece shall bear a stamp or stamps noting the name and plant manufacturer, the grade, the National Research Board number, and the quality control agency. All parallel strand lumber shall be manufactured in accordance with NER -292 glued with a waterproof adhesive meeting the requirements of ASTM D2559 with all grain parallel with the length of the member. Fb = 2900 PSI, E = 2,000,000, Fv = 290 (for 2.0E members) Design shown on plans is based on lumber manufactured by the Trus -Joist Corporation. Alternate manufacturers may be used subject to review and approval by the architect and structural engineer. Alternate joist hangers and other hardware may be substituted for items shown provided they have I.C.B.O. approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with members provided. Roof Trusses 56. Trusses to be designed by a licensed Washington State Professional Engineer. Roof trusses shall be plant fabricated of Douglas Fir -Larch or Hem Fir. All mechanical connectors shall be UBC approved and loads shall be in accordance with the allowable stresses of truss connectors for approval and verify all truss lengths prior to fabrication. Shop drawings shall include a placing plan, load diagrams and erection bracing and handling requirements. Each wood truss member shall carry a grading stamp. No field modifications of trusses will be allowed without the manufacturer's approval. (3) sets shop drawings required. Submit shop dwgs as required by local authority. Roof F raming 57. Provide continuous blocking for rafters at the supports and cross bridging as required. Provide blocking and bridging for trusses per roof truss manufacturer requirements. Flush beams not called out on the plans shall be double joists. All vertically laminated beams and headers shall be spiked together with 2 rows of 16d nails ® 12" o.c. staggered. Dearing Wall Framing; 2x4 studs unless noted otherwise 58. Not less than (3) studs shall be installed at each corner on an exterior wall. All door and window headers not called out on the plan shall be (2) 2x10 D >F> or H >M> #2 with one cripple and one stud each end for openings 4' -0" of less and two cripples and one stud for opening more than 4' -0" wide per UBC Chapter 23. All columns not called out on the plans shall be (2) studs. Spike laminated columns together with 16d nails CP 16" o.c. staggered. All wood plates and blocking in direct contact with concrete shall be pressure treated or protected from decay. Stagger splices at top plates a minimum of 48" typical and nail per Table 23- II -B -1. MIEL-011021ESALIDALUNG 27. Glazing in compliance with UBC Section 2406 and Washington State Safety Gloss Law- Exceptions ore as outlined in UBC Section 2406 4. 28. Glazing in locations subject to human impact such as gloss on doors. glazing within 12' on either side of a door opening. glazing closer than 18" to a floor. shower door and tub enclosures shall be wire reinforced. tempered glass. laminated safety glass or shatter resistant plastic 29. Sliding gloss doors to be safety glazing. laminated or tempered gloss. 30. Shower enclosures shall be approved wire reinforced. tempered or laminated safety glass or shatter resistant plastic 31. Glazing within 18" of floor and greater than 18' in least dimension shalt comply with impact roods per UBC Section 2406.4. 32. All exterior wall glazing shall comply with State of Washington Energy Code. 33. Egress in every sleeping room shall have o min. net clear opening of 5.7 SF. The min. net clear opening height dimension shall be 24', and min. net clear opening dimension of 20 ". Finished sill height to be not more than 44" above finished floor per UBC Section 2406. FIREPLAC 34. Fire place code per UBC Section 3102.7, local Building Department and requirements of manufacturer_ See further notes on fireplace section. 35. Masonry fireplaces and chimneys are to be constructed to conform to all applicable portions of the UBC and SMC. Flue liner min. 5/8" fire clay (or equiv.) per UBC Section 3 Flue area per UBC Section 3102.3. Chimneys shall support only their own weight unless specifically designed to support additional loads. 36. All fireplaces are to be provided with tightly fitting flue dampers, operated with a readiiy - accessible manual or approved automatic control and an outside source of combustion air, min. duct size of 6 sq. inches in area, provided with readily operable damper, located in front part of firebox. Freplaces must be installed per any UBC and local conditions of approval. See fireplace details for further information. 37. Prefabricated fireplaces. chimneys and related components to bear U.L. or ICBO seal of approval. 38. Hearth Exte .sions. Hearths shall extend at least 16" from the front of, and at least 8" beyond each side of the fireplace opening. Where the fireplace opening is 6 SF or larger, the hearth extension shall extend at least 20" in front of, and at least 12" beyond each side of the fireplace opening. 39. Provide 2" clear between masonry and framing members at fireplaces. STRUCTURAL NOTES General 41. All materials, workmanship and construction sF.all conform to the requirements of the Uniform Building Code, latest edition. Verify all dimensions and condition before proceeding. Provide erection bracing as necessary until permanent support and stiffening are installed. Q.emolition 41.1 Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manner su table to the work sequences. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolition debris) on existing floor systems to 40 psf. Soils Soils Report# dated 42. Unless a soils investigation report by a qualified soils engineer is provided and attached, foundation design is based upon a minimum average soil bearing of 2,000 psf. All footings shall be cast on undisturbed firm natural soil or compacted soil of 2,000 psf bearing capacity at least 1' -6" below lowest adjacent grade, free of organic materials. Footing excavation shall be free of loose soils, debris and free of water at all times. Concrete 43. The selection of materials for, and the mixing and placing of all concrete, shall conform to the requirements of the Uniform Building Code, latest edition. Materials shall be proportioned to produce a dense, workable mix, having a maximum slump of 4 inches which can be placed without segregation or excess -free surface water. Water- cement ratios for 2500 PSI concrete strength (F'c) shall be a maximum of 6 gallons of water /sack of cement. The minimum number of sacks of cement per cubic yard shall be 6.0. 44. A water reducing admixture, conforming to ASTM C494 Classification D, shall be used in strict accordance with the manufacturer's recommendations. An air entraining agent, conforming to ASTM C260, shall be used in all concrete mixes. The amount of entrained air shall be 4.5% plus or minus 1.5% by volume. Maximum area of slab before control or expansion joint: 200 sf. rout 45. Grout shall be Masterflow 713, or acceptable substitute. Masonry 46. Masonry bearing and shear walls to be reinforced. Units to be load bearing grade Only type "s" mortar shall be used. All masonry reinforcing requirements shall conform to Chapter 24 of the UBC. Reinforcing Steel 47. Unless noted otherwise, all reinforcing steel shall be deformed bars in accordance with ASTM specification A615, Grade 60, of the sizes shown on the drawings. Welded wire fabric shall conform to ASTM specification A -185. Minimum reinforcing in concrete slabs on grade and sidewalks shall be 6x6 -W1.4 x W1.4 WWF. Lap one full mesh at splices. Reinforcing steel shall be securely tied in place with #16 double annealed iron wire. Bars shall be detailed in accordance with the "ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures ", latest edition. A minimum lap for all bars shall be 1' -6" or 30 bar diameters, whichever is more. REINFORCING STEEL PROTECTION USE Slab and wall bars - interior faces Slab and wall bars - exposed to weather and /or earth • PROTECTION 3/4" 2" ( #6 and above) 1-1/2" ( #5 and smaller) Footing bars 3" 48. Provide corner steel bars to match horizontal reinforcement. Where a concrete wall end does not intersect another wall, hook horizontal bars 90' and provide a 6 bar diameter extension. At all walls lap vertical steel 42 bar diameters with footing dowels. Concrete walls shall be reinforced as shown on the plans and details and if not shown shall be #4 0 16" o.c. each way at the centerline of a 6" wall and #4 12" o.c. each way at the centerline of on 8" wall. GENERAL NOTES The following notes apply except where shown otherwise. MISCELLANEOUS 1. These drawings ore the exclusive property of the Architect and may be reproduced only with the written permission of the Architect. Authorized reproductions must bear the nome of the Architect 2. All construction shall conform to the 1997 Uniform Building Code (UBC) and be in accordance with the Washington State Lows and Regulations and various codes imposed by local authorities. This project must also comply with 1997 WSEC. 3. Do not scale these drawings for critical dimensions. Contractor to verify all dimensions and datums before commencing work and be responsible for their accuracy. Dimensions shown ore typically to the face of framing stud, unless noted otherwise. 4. Vent dryer. bath fans, ranges /ovens. and fireplaces to the outside. 5. Vertical shafts (dumbwaiter, laundry chute, etc.) shall be lined with 5/8" Type "X" GWB or 24 go. sheet metal. FOUNDATION 6. Footings and foundations shall be provided as shown on the drawings. Unless otherwise specifically provided shell conform to the requirements of the UBC. Footings shall extend below the frost line. 7. Foundations supporting wood shall extend a minimum of 6" above adjacent finish grade per UBC. 8. Foundations where the surface is sloped more than (1) foot in (10) feet shall be level or shall be stepped so that both top and bottom of such foundation are level per UBC Section 1806.4. 9. Pier footings under bearing walls of post and beam systems and concentrated loads shall have a minimum of 10" edge thickness and shall project a minimum of 8" above exposed earth per UBC Section 2317.5. 10. Where structural columns and posts are a concrete surface, provide a 1" plinth above 2317.5. 11. Provide 18" minimum crawl space under under wood girders per UBC Section 2306.3. 12. Provide electrical ground wire embedded 13. Foundation plates shall be bolted to the diameter steel bolts embedded at least 8" into apart. There shall be a minimum of (2) bolts unless otherwise noted. exposed to weather or water splash above the concrete surface per UBC Section wood joists and 12" minimum crawl space in foundation per electrical code. foundation with no less than 5/8" nominal the concrete and spaced no less than 24" per piece and within 12" from each end, 14. A ground cover vapor barrier of min. 6 mil (0.006 ") polyethylene (or equivalent) shall be installed in all crawl spaces. joints lapped 12 ". Extend up foundation wall at least to outside ground line. 15. Crawl space ventilation minimum net area not less than (1) SF for each (150) SF. Openings shall be placed as close to the corners as practicable and shall provide cross ventilation on at !vast two approximately opposite sides per UBC Section 2306.7. 16. Unobstructed access to crawl space to be min. 18" x 24" per UBC Section 2306.3. 16.1. Plate washers at all anchor bolts shall be 2"x2"x3/16" thick and shall be used on each bolt. There shall be a minimum of (2) bolts per piece. Anchor bolts shall be located no more than 12" from the end of a piece of plate or less than seven bolt diameters. 16.2 Epoxy - grouted items specified on teh drawings shall be grouted with epoxy -tie adhesive by Simpson Strong -Tie Company. Install in strict accordance with manufacturer's recommendations. Special inspection of installation is required. FRAMING 17. All framing shall be provided as shown on the drawings. Unless otherwise specifically provided, framing shall conform to the requirements of the UBC. 18. Foundation cripple walls shall be framed of studs not less in size than the studding above with the minimum (wall height) length of 14 ", or shall be framed of solid blocking. When exceeding 4' -0" in height such walls shall be framed of studs having the size required for an additional story per UBC Section 2326.11.5. 19. Fire and draft stops shall be installed to cut off enclosed openings, both horizontal and vertical, between all floo -s, attics, etc., and shall conform to the requirements of UBC Section 709 and 1505. 20. All exterior walls and main cross stud partitions shall be effectively and braced per UBC Section 2326.11.3. 21. Rafter ties maximum 4' -0" o.c. where ceiling joist and rafters are not fasten as required per UBC Section 2320.12.6. 22. Garage and house occupancy separation min. 1 hr. taped and finished per UBC Section 302.4, Table 3 -8. 20 min. door required in 1 hour wall. (1 -3/8" solid core with closer) Garage with habitable space above requires all bearing supports to be 1 hour rated. 23. Tub surround shall be a 6' -0" above finished floor with water resistant backing. 24. Stair Notes: Minimum head room 6' -8 ", min. tread 10 ", max. riser 7 -1/2 ", handrail min. 34" and max. 38" above stair nosing, handrail to be 1 -1/2" cross section and 2" away from wall. Install fire blocking at mid stringer span and at wall along stringer. Cover walls and soffits of usable space under stair with 5/8" type "x" GWB. Return ends of handrails 6" unless otherwise noted. 25. Attic ventilation: 1/150 SF of attic area or 1/300 if 1/2 is in soffit and 1/2 is 3' above plate line per UBC Section 1505.3. Provide holes in framing members of rafters and headers around openings in rafters to allow for continuous venting so no rafter space contains non- vented air. 26. Attic access min. 22" x 30" with min. 36" unobstructed headroom, readily accessible opening per UBC Section 1505.1. 02.. I 40 parallel 4 1� thoroughlyA► AR 2 7 2002 401r.0 ' " 5 G 0 1 5 RECEIVED CITY of TUKwiLA JAN 2 2 2002 PERMIT CEN TER M 3 sr • (Print Nome) (Address) (Phone Number) (Signature) RECORDER'S filed for record this in book of James D. Crones Mgr. City of Tukwila SHORT PLAT NO. L97 -0076 CB,/ 2 RIM= 151.92' INV= 146.47' 18" CUP City of Tukwila SHORT PLAT NO. L97 -0076 DECLARATION THE UNDERSIGNED MAKES THE FOLLOWING STATEMENTS BASED UPON PERSONAL KNOWLEDGE. EXECUTED at the City of Tukwila, State of Washington, on 2001. (Print Nome) (Address) (Phone Number) (Signature) I certify that I know or hove satisfactory evidence that signed this instrument and acknowledged it to be (his /her) free and voluntary act for the uses and purposes mentioned in the instrument. COUNTY TREASURER'S CERTIFICATE I certify that all property taxes are paid and that o deposit has been made in sufficient amount to pay the tuxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that oll special assessments on any property herein dedicated os streets, alleys, of for other public use ore paid in full. Examined and approved by the City of Tukwila Finance Deportment this day of Deputy King County Treasurer King County Treasurer doy of , 20 at M at page at the request of 30' Supt. of Records t. l am the current owner of Ithe property which is the Subject of this application. 2. All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into on agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the lows of the State of Washington and the United States of America that the forgoing statement is true and correct. Signature of Notary Public Dated My appointment expires CERTIFICATE CB,, RIM= 155.52' INV= 153.62 18" CUP PORTION OF THE N.E. 1/4 OF S.E. 1/4, S. 3, TWP. 23N, R. 4E, W.M. R11.1=160.02' INV= 140.57' 8" CON. 105.02' 15.02' T O g I . \ 20' PRIVATE UTIL v I \ 20' f UIBUC WATE 1" \ _ 11E00, - - \ \ , \ I NW CORNE OF LOT 29 POINT OF C(b.MMP hit NT S RIM= 148.30 INV= 132.10' 8" CON. Public Works Director SDMH RIM =1.5 1.12' INV = 15792 18" CUP \ \ \ - THE SOUTH LINE OF \ GRAPHIC SCALE 0 ,S 30 60 ( IN FEET ) 1 inch = 30 ft. LEGAL DESCRIPTION: , S ACR 2 �,(�RRICK DID. # l C TS \ \ / TRH \ / \ - I \ \ \\ \ \ t. N88'38'951"/ \ \ \Il,? 7.0 ::"-\\ �S L1(vE - - H- �` \ S LOT f BO - am � \ 6552. 2N,SF it: \ \ \ \ \ \ \ �S \---_\ � j �',� ' • \ L= 5.0 a �O \ \ TRA4'A / \ n• \ 6126 93 \SF 0 0 \ \ \ W\ \ N. o� 1 g \ 15.00 --- 12.94' N 6560.05 SF 89.. 1' 58" / LOT 4 EASEMENT \ EASEMENT , \ \ _ _ N6 '38 05 "It \ 5.76' \\ CO S88'38 05 E co A \\ N Planning and Community Development Director b LOT 29 S ACRE TRACTS B LS APPROVALS: DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Examined and approved this ____ day of PUBLIC WORKS DEPARTMENT Examined and approved this ____ day of , LAND SURVEYOR'S CERTIFICATE "I, James D. Crones, registered os o land surveyor by the State of Washington. certify that this plot is based on on actual survey of the land described herein, conducted by me or under my supervision: that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later dote, have been set and lot corners staked on the ground os depicted on the plat." Certificate No. 295.37..... THE NORTH LINE OF THE S.E. 1/4 OF SEC. 3 -23 -4 961.64' 75. n isf. LINE LOT 2 57.47.31Z-41-80.---0.6\\ 654.99 SF (NO INCLUDING EASE 20' PUBLIC\ WATER EASEMENT NI \ 117«< 5` •- 29 ??j 6 r OASS S f9 j,,,-... .\ 20' PR/, TE -' l `. UTIL. EA \ N N I 20.E LOT 3 6811.28 SF oes s!- / LOT is COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS. DIVISION 1 2. AS RECORDED IN VOLUME 12 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S88'38'05 E 115.02 FEET; THENCE NO0'14 26 E 64.34 FEET; THENCE S88'38'05 E 75.27 FEET TO THE POINT OF BEGINNING; THENCE S88'38'05 E 120.02 FEET; THENCE SO0' 16 '39 W 32.74 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S25'42 '45"W ALONG SAID WESTERLY MARGIN 63.31 FEET TO A PO /NT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS 577'24'44 "W, THENCE ALONG SAID CURVE TO THE LEFT AN ARC DIST. OF 81.91 FEET; THENCE N24'36 W 67.72 FEET TO THE POINT OF BEGINNING. ADJUSTED TAX PARCEL 271: (SHORT PLAT PORTION) COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION ,/ 2, AS RECORDED IN VOLUME 12 OF PLATS. PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S88'38'05 E 115.02 FEET TO THE POINT OF BEGINNING; THENCE N00'14 261W 64.34'; THENCE N88'38 05 W 195. 29 ;; THENCE S00' 16'39 W 32.74' TO THE WESTERLY MARGIN OF S. RYAN WAY :: THENCE S25'42'45W ALONG SAID WESTERLY MARGIN 63.61 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS 577'24'44'1 THENCE ALONG SAID CURVE TO THE LEFT AN ARC DIST. OF 225.06 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S25'42 '45"W ALONG SAID WESTERLY MARGIN A DISTANCE OF 56.19 FEET TO THE SOUTH LINE OF LOT 29 OF SAID PLAT; THENCE N88'38'O514/ 134.61 FEET; THENCE NOD' 14 26 E 65.01' FEET; THENCE S88'38'05 E 15.00 FEET; THENCE NOG' 14 26'E 63.67 FEET TO THE POINT OF BEGINNING. LOT 2: COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS. DIVISION 12, AS RECORDED IN VOLUME 12 OF PLATS. PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE .588'38'05T 115.02 FEET TO THE POINT OF BEGINNING; THENCE NO0' 14 '26 'r 64.34 FEET; THENCE S88'38'05 "E 75.27 FEET; THENCE S24'36'41 "E 67.72 FEET TO A POINT ON A CURVE TO THE LEFT, HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS S25'43 E, THENCE ALONG SAID CURVE TO THE LEFT AN ARC DIST. OF 36.05 FEET; THENCE N64'05'1814/ 56.25 FEET; THENCE N88'38'05'W 29.83 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR UTILITIES DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 'A' OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L97 - 0077. THENCE S88'38'05 "E 29.83 FEET.: THENCE S64'05'18 E 56.25 FEET TO A POINT ON A CURVE TO THE RIGHT HAVING A RADIUS OF 45.50 FEET. WHOSE RADIUS BEARS S71'0732 "E, THENCE ALONG SAID CURVE TO THE RIGHT AN ARC DISTANCE OF 10.02 FEET; THENCE N64'05'18 82.37 FEET; THENCE N88'38'05 11/ 10.51 FEET TO THE EAST LINE OF PARCEL 'A' OF SAID CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT; THENCE SOD' 14 26 "W ALONG THE EAST LINE OF PARCEL 'A' OF SAID CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT A DISTANCE OF 20 FEET TO THE POINT OF BEGINNING. LOT 3: COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OP THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION H 2, AS RECORDED IN VOLUME 12 OF PLATS. PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE S88'3805 "E 115.02 FEET TO THE POINT OF BEGINNING; THENCE S88'38'05 E 29.83 FEET; THENCE 564'05'18"E 56.25 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET. WHOSE RADIUS BEARS S71'07'32 E. THENCE ALONG SAID CURVE TO THE LEFT AN ARC DIST. OF 36.26 FEET,' THENCE S60'50 21 E 112.61 FEET; THENCE NOD'14 '26 T 52.07 FEET; THENCE S88'38'05 E 15.00 FEET; THENCE NO0' 14 '26"E 63.37 FEET TO THE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR UTILITIES DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 'A' OF CITY OF TUKW /LA BOUNDARY LINE ADJUSTMENT NO. L97 -0077; THENCE S88'3805'E 29.83 FEET; THENCE S64'05 '18"E 56.25 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS 571'07'32E. THENCE ALONG SAID CURVE TO THE LEFT AN ARC DISTANCE OF 10.31 FEET; THENCE N64'05 74.83 FEET; THENCE SO3'36'49"E 94.88 FEET; THENCE S60'50'21 W 16.63 FEET; THENCE NO3'36'49 "W 41.84 FEET; THENCE NOD' 14 26 E 63.37 FEET TO THE POINT OF BEGINNING. \ N1 Assessor 23806 190th auni CRo A CRO LAN 5.2 588'26'40 "E DEPARTMENT OF ASSESSMENTS Deputy Assessor Account Number LAND SURVEYORS Ave. S.E. Kent WoMingtwr 96042 (423) 432 -5930 6, \ES & ASSOC. X \ / \ES & ASSOC. D SURVEYORS 23606 1901h Ave. S.E. Keni Washington 98042 (425) 432 -5930 , FOUND EAST 1/4 CORNER OF SEC 3 -23 4 CONCRETE MON IN CASE (THIS SURVEY) 'e 0 Exomined and approved this ____ day of S. RYAN ST. N J, FOUND CONCRETE MON. IN CASE (THIS SURVEY) MAY EMPIRES: 6/27/0, i v ' 16, 2001 MAY 16, 2001 RECORDING NO. RECORDING NO. PORTION OF N,E___i LOT 4: COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK'S ACRE TRACTS, DIVISION 1 2. AS RECORDED IN VOLUME 12 OF PLATS, PACE 47, RECORDS OF KING COUNTY. WASHINGTON; THENCE S88'38'05 E 115.02 FEET; THENCE 500'14'26"W 63.67 FEET; THENCE N88'38'05 "W 15.00 FEET; THENCE SO0' 14 26'W 52.07 FEET TO THE POINT OF BEGINNING; THENCE N60'50'2I E 112.61 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS S63'12'45 "W, THENCE ALONG SAID CURVE TO THE' LEFT AN ARC DIST. OF 70.84 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S2.5"42'45 ''W ALONG SAID WESTERLY MARGIN 56.19 FEET TO THE SOUTH LINE OF LOT 29 OF SAID PLAT; THENCE N88'38'051V 134.61 FEET; THENCE NO0' 14 '26"E 12.94 FEET TO THE POINT OF BEGINNING. TRACT A: TRACT A" IS A PUBLIC PEDESTRIAN AND UTILITY TRACT, AND A PRIVATE ACCESS TRACT FOR LOTS 1 THROUGH 4; COMMENCING AT THE NORTHWEST CORNER OF LOT 29 OF THE PLAT OF MERRICK 'S ACRE TRACTS, DIVISION /2. AS RECORDED IN VOLUME 12 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; THENCE 588'38'05"E 115.02 FEET: THENCE NOD' 1426"E 128.01 FEET THENCE S88'38'05 "E 195.29 FEET; THENCE 500'16'39"W 32.74 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE S25'42'45"IN ALONG SAID WESTERLY MARGIN 63.31 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 45.50 FEET, WHOSE RADIUS BEARS 57724 '44 W. AND THE POINT OF BEGINNING; THENCE ALONG SAID CURVE TO THE LEFT AN ARC DISTANCE OF 225.06 FEET TO THE WESTERLY MARGIN OF S. RYAN WAY; THENCE N25'42'45 E ALONG SAID WESTERLY MARGIN 56.40 FEET TO THE POINT OF BEGINNING. 2 OWN. BY PJE/MLS CHKD. BY JDC DWN. BY PJE /ML S CHKD. BY JDC LINE TABLE NUM DISTANCE L1 L2 L3 10.51' 20.00' 16,63' BEARING N88'38'05'Iv NO'74 26E N60'50'211* CURVE TABLE NUM C 1 C2 DELTA RADIUS .5s0 45 50' 12'37'08" 12'58'46" ARC "(AMMO 10.02' N25'11021' N ►2'2J OS 10.3►"' LEGEND: FOUND MONUMENT FOUND 1/4 CORNER SET BRASS MONUMENT f• CASE SET 5/8 REBAR & CAP LS 29537 SET 2X2 LINE STAKE MANHOLE POWER POLE CATCH BASIN WATER VALVE SHORT PLAT FOR LONG NGUYEN DATE DECEMBER. 7997 SCALE *D02.(:) 11-- DATE DECEMBER, 7997 SCALE VOL. /PAGE VOL. /PAGE JOB NO. NGUYEN4A FIX SHEET 2 of 2 4 of S.E.__I /4, 9. 23 . - R • W . M . NOTES: 1. FIELD M£ASUREMMTS FOR THIS SURVEY PERFORMED WITH A 2" TOPCON CTS 38 INSTRUMENT, BY TRAVERSE METHODS. AND MEET OR EXCEED ACCURACY STANDARDS Of 1; 10,000 2. THE BOUNDARY CORNERS AND LINES DEPKTED ON THIS MAP ARE PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. 3. TRACT "A' IS A PUBLIC PEDESTRIAN AND UTILITY TRACT, AND A PRIVATE ACCESS TRACT FOR LOTS 1 THROUGH 4 OF THIS SHORT PLAT THIS TRACT SHALL Br MAINTAINED BY OWNERS Of LOTS 1 THROUGH 4 OF THIS SHORT PLAT. CROSS REFERENCE: REFERENCE IS MADE TO THE FOLLOWING SORWI S FOR SECTION SUBDIVISION AND TIE INFORMATION THE PUT OF MERRICK'5 ACRE TRACTS AS RECORDED IN PLATS IN VOLUME 12, PAGE 47 RECORD OF SURVEY RECORDED IN BOOK 111, PACE 163 RECORD OF SURVEY RECORDED IN BOOK 58, PACE 24 AL RECORDS OF KING COUNTY, WASHINGTON UTILITY EASEMENTS MAINTENANCE AGREE MI NT LOTS 1- 4 OF THIS SHORT PLAT ARE HEREBY GRANTED AND CONVEYED AN UNDIVIDED INTEREST IN THE PRIVATE NON- EXCLUSIVE AND NON- RESTRICTED UTILITY EASEMENTS ON LOTS 2 AND 3 OF SAID SHORT PLAT FOR THE OPERATION AND MAINTENANCE OF SAID UTILITIES THE MAINTENANCE AND REPAIR OF SAID UTILITIES SHALL BE THE RESPONSIBILITY OF THE OWNERS OF LOTS 1 THROUGH 4 AND EACH L OT OWNER SHAL PAY AN EDE41L SHARE OF THE COSTS INCURRED. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY I ESTABLISarD BETWEEN THE TWO FOUND MONUMENTS AS DESCRIBED AND SHOWN ON 510 f AVE. S , f/7 /NC NOO'20'56 T a. q SHORT PLAT FOR LONG NGUYEN JOB NO NGUYEN4A. Ft X SHEET 1 or 2 STA. 0+00 SSMH # 68 (DROP MH) RIM EL 160.02 N. IE. 149.67 12 - 0 s , 4 q 4- BENC t-i MARK CB (TYPE 1) RIM EL. 155.52 E.E. 153.62 S.IE. 1 52.3 HOT TAP 8x9 TAPPING SLEEVE (FULL BODY CAST /D.I.) TAPPING GATE VALVE & THRUST I BLOCK. SSMH #1 OUTSIDE DROP RIM EL. 153.3136 EST. IE. 136.64-(p2, 5 °c- N \ v \ \� INSTALL: (1) 8" x 6,," DI TEE` (MJxMJxFL) WITH THRUST BLOCK. 1 ) 3 LF x 8" DIP (PExPE) i 8" MJ CAP W/THRUST ti D EX:S73.1C 18 "o - . -G-44 E. 4-4-5-± -J CP£P I iyS.119 N rn N 10 x151. RPE 11 I x 1 50. 24 RPE r I q 20' N PP \ ~ \ C \ 5 , \ 151.35;1 \ SFP * II i 91, 16 X 1;5 RP. 15 -0- 149.160 I PP 4- BENCH MARK CENTER OF RIM EL. 160.02 KCASS DATUM. p CIA! ? �f \_ io 1 CB (TYPE 2) RIM EL. 161.12 1E. 157.92 110 LF 36 "0 CMP \ 105.02' % ADJUSTED TAX PARCEL 280 30 6755.96 SF 3DC EXISTING HOUSE 10436 47TH AVE. S. FF 157± APPROX. 900 SF N88'38'05 "W ' `; 05.02' \ MAINTAIN 10' HORIZONTAL SEPARATION BE(WEEN WATER & SEWE \ MAINS. - AERIAL POWER & TELEPHONE. W 130 LF 8 "0 DI CL_ , 52 \ \ 137 LF 8 "0 PVC S =0.063 \ \ SSMH # 67 RIM EL. 148.3 IE. 132.1 N 36 x 1 X0.513 EGO EG ` J SCALE: 1" = 20' \ S88'38'05 E \ x 14.694 FGS A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. \ W ' SSMH.# o STA. \ 1 0, x 1 F S \ N 37 x 152.544 FGS \\ I lo UNDERGROUND SECONDARY \ 'S \ N 524 \ \c o \ N x L r \ N88'38'05 W 0 x 1 1 .754 FGS (LOT 30)` \ \ \ ,_ -t\ _ __\_ \ I c 1 N \ \ 1 �_� \ \\ �. \ P \ I LOT 2 \ \ \ �' \ \ \ \ 6546.99 SF \ \ \ \ I \ \ Q ', ta' \ \ \ \ N. \ VA \ \ 22.5' x 8" DI BEND (MJxMJ) WITH THRUST BLOCK. SEE THRUST BLOCK DETAIL ON SHEET C -6 (TYP). N 4 "0 PVC SIDESEWER \ \ x 160.858 / FGS 4" PV SIDESEWER 1 INSTALL R CITY S DETAIL SS- , SEE SH 46 \/ N C -5 (TYP.) \ FOE, \\ FCC-.- - - \ N SEWER AND WATER IMPROVEMENT PLAN AI THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. L * SEWER, WATER, AND STORM DRAINAGE SYSTEMS WITHIN PRIVATE EASEMENTS SHALL BE PRIVATELY OWNED & MAINTAINED. 82 C 70.090 \ ` \ SSN \ o 75.27 LOT 3 ' c 6811.28 SF 4 , ' \ x L3tJ\F359 FGS 40 134.5;' \ \ \ \ \ \ 38 39 \ x 154.637 x 156.5^7 FGS \ FGS 71 x 154.6q 7 FGS \ • 1 / I 4=70..14' / ' "STOP SIGN / LOT / STOP N SHALL 6560.05 . � 7 COMPLY / SEC. B OF MUTCD. (IE RRFLECTORIZED) IL0[ \29/ \ \ \i I \ A I 49 15 %.939 R: 1 I ■3 / \ \ \ _ \ I \ �x 507 $' \ \ ,' \ \ 120.02" \ \ \ \ \ �-- � 1 3.399 RCFL \ 4 1 6 , `o 0 I 12.5' S 4.1 ' SIDE ' Op 80 164.642 RCFL 81 \ 159.951 R'CFL2 R/, JRR ENGINEERING SCALE: 1" = 20' DATE: 9/3/98 DRAWN: RKR CHECKED: RKR FILE NAME: NGUYEN \SW -C4 87 130.932 FGS EW FH ASSEMBLY � /THRUST BLOCK. EE CITY STD. DETAIL S -4 ON SHT. C -5. N 3 N CENTERLINE OF PROPOSED PRIVATE STREET OPENING. EXCEED CITY STANDARD PLANS PER CITY ENGINEER M 135.0 \ DATED JULY 2, 1998. FL EL 171.53 RAD. CURBFACE. TYPICAL EACH OF ST EET OPENING. N 75 5' / x 180. FG NEW 3/4 "0 SERVICE AND METER PER CITY STD. 63 DETAIL WS -18 ON SHT C -5 5.876 RC 79\ 169. RCFL N. DATUM ELEV. 150.0 r` 0.00 N MIN /L\ A No. I lj 9 R.C.W. • N 3/22/99 3/3/98 .142 2 1 77 176.853 / � RCFL 145.0 160.00 160.00 DATUM ELEV. 170.00 150.0 0.00 DG�IGN REVISION 9/3/98 DATE DATE PREPARE D: SCALE: 1" = 20' 165.00 I ELEV. I 0.00 CHANGES DIRECTED BY CITY COMMENTS AS REQ'D. BY CITY REVIEW REVISION M N •-_ EXISTING GRADE I ii„ - 110 LF PROFILE SSMH #1 TO SSMH # STA. 1+53 6 "x4" SIDES 6 "x4" SIDESEWER TEE IE. 154.63 SEPTEMBER 3, 1998 40 00 EWER TEE 6 "0 PVC S =0.01 SEWER & WATER SYSTEM INFORMATION cOKTRACTOR IS CAUTIONED THAT POTENTIAL CONFUCTS WITH DuSTING UNDERGROUND UTtuTrEs AND STRuCTURES EXIST. PROPOSED SEWER ACCESS POINTS (MANHOLES) AND WATER UNE ANGLE POINT LOCATIONS ARE PRCMDED BASED ON AVAILABLE INFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY OwNER OF CONFUCTS ENCOuNTERED. ALL SEWER AND WATER IMPROVEMENTS SHALL COMPLY WITH CRY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERWISE INDICATED. ALL SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35. WITH RING T1TE JOINTS. WATER MAIN PIPE SHALL BE CLASS 52 DUCTILE IRON WITH CEMENT UNING. AND SHALL CONFORM TO AY/WA C-151. PRESSURE REDUCING VALVES MAY BE REOUIRED TO COMPLY WITH MAXIMUM PRESSURES ALLOWED BY THE UNIFORM PLUMBING CODE_ SSMH #1, 48'0, DROP MANHOLE (SEE DET. SHT. C-5) N. 1E. 136.67 8 PVC tesTiforfee-} CLEANOUT (CO) #1 RIM EL. 167.18 IE. 162.61 6 PVC CO #2 RIM EL 157.5 IE. 155.13 6"0 PVC 40.00 80 00 SCALE: 80 00 A\ PROFILE SSMH #2 TO CO #1 40 00 80 00 A\ PROFILE SSMH #2 TO CO #2 SHEET TITLE: SEWER AND WATER IMPROVEMENTS RKR RKR 97-18 APP'D CUENT NO.: 97-18 1 HORIZ. 1" = 20' tr) co IE. 1 STA 2+42, IE. 162.22 120.00 120.00 120.00 SIDESEWER TEE .09 T RECORD DRA\VING Based upon best available information obtained during construction Checked: D02 NGUYEN SHORT PLAT/BLA OWNER: LONG NGUYEN 510 RAINIER AVENUE S. SEATTLE, WA 98144 (206) 767-4338 ENGINEER: Ronald K. Riach, P.E. JRR Engineering, Inc. 4 18609 76th Avenue West, Suite B 4iiiiir****NstitarerworoM Lynnwood, WA 98037-4149 SHEET OF 7 SHEETS • 4 BENCH MARK 7'x12'x12" DISPERSION 0,1 WITH MEDIANI STONE I r ° \ ADJUSTED TAX S!' I o v PARCEL 2 1 . EXISTING ING HOUSE I YD 1 155.70 10436 47TH AVE. S. • "4. BENCH MARK CENTER OF RIM EL. 160.02 KCASS DATUM. CB #1 (EXISTING TO 130 f EPLACED W/ TYPE 2) RIM EL. 152.92 152.91 N. IE. +5°-9- 12 "0 CP (EX.) 1E. 11.51. W. IE. ++7-& 18 "0 CMP (EX.) 1 E 14(c• CPEP E. IE. - 1 - 4 - 8 76 4 "0 CP REMOVED) E. IE. 148.0 12 "0 ADS N -12 147, 34 NE • 1 47.7 z AERIAL POWER I - & TELEPHONE. N - SSMH # 67 RIM EL. 148.3 IE. 132.1 36 x ?50.913 FGS CB (TYPE 2) RIM EL. 161. t2 IE. 157.92 58.3'38'05 E \ \ \ ■ � x 144.6`:; FGS A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. \ \ \ SCALE: 1" = 20' , I YARD DRAIN #2 I RIM EL 164.54 I SW. IE. 162.33. ` 161.22 1 v 1 I I 2 UNDERGROUND SECONDARY \ Co \ 37 \ x . 52.54L FGS N \ N \\ 15.00' • v 2 8 Cpe 441 • CB # \ ^_ 45. 5 ' 16 FT. WIDE DRIVEWAYS (TYP j\ PER CITY STD. PLAN RS -8C. \ \ SEE SHEET C -6. ES MT. a. % 1 X Ib° (0 N 57 168.029 R.0 FL • 1 / 5 , a 2 'moo , s y AL w qY 0 63 RC 5. \ N \ (O \ c ( o r 1 \ N88',38 '05 0 x i 1.754 FGS .- \ L I 15 ' D a � \ \ ' Ob n I \ T � rn t N-. 1 CB #3, TYPE 1 N N , ■ RIM EL. - 16473 I64. N I NW. IE. +6160. "0 CPEP I NE. IE. 161.33 8 "0 CPEP.I I 1 IIOL26 N I 0 1 I LOT 3 6 SF \ N I 1. \ / x FGS 59 / / / /. I / 0' 2 E/ / /�60 1 2 6\!/ 1 / ,� YD #4 / x N \ \ NOTE CLEARING LIMITS ARE COINCIDENT WITH PROPE L STAKE LIMITS OF CLEARING PRIOR TO CONSTRUCTION. YD # I N s N / 'D DRAIN #4 RI EL 158.0159 x X3'5 2'38 N. IE S� y 8 "0 CPE � � - - -N \ SILT FENCE, 340 LF, SEE CITY STANDARD \ PLAN DS -24 ON SHEET \ C -6. SEE CLEARING NOTE \ N N BELOW. 3 N \ 39 N x 154.637 x 156. FGS \ FGS \ \ \ THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARC. \ STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. L * SEWER, WATER, AND STORM DRAINAGE SYSTEMS WITHIN PRIVATE EASEMENTS SHALL BE PRIVATELY OWNED & MAINTAINED. \ 1-54.61 71 x 154.67 FGS \ 32 `C ' 70.090 A SSN 0 \ \ \ \ \ \ \\ N88 lr \ \ \ \ I \ \ x 13' - - - -- , OT Z o'\ 75.27' =\ \ `\ \ \ \ \ : 120.02' \ - - -- _ LOT2 \ \ p LOT 1 \\ \ . \ dp \ , \ N 6552.42 SF \ �, \ \\ YARD DRAIN # CB 2, TYPE 2 W FROP -T \ \ \ RIM EL 168.0 \ W /SOLID LOCKING UD RIM EL 1G2.5 )62.% \ \ \ \ \ SW IE 165 8\ E CPEP W.& E. IE. 1 12 "0 CPEP IE I 55,o � N '1,5. IE. 15 5 5@y 8 "0 CPEP / ° N \ v \ - - N � 15lo,`,„, Fs " CPE ,� \ R S \ N � N C -� 0- OS ' \ \ � ,:j. � \ / \ . I N 7.5' RAD. CURBFACE. TYP. EACH SIDE OF \ ENTRANC� E. E \ , �� / I 14,6.141 ` •j, 141, I 0. Nqa , STOP StIl SHALL F 16 G O / / 6560.05 SF ' COMPLY/WITH 6 < � (IE Ry _ i \ / \ I LOT 91 / - --\ -L- - _ _ 1 \\ GRADING AND DRAINAGE PLAN AA 41 / 1 I l 4 16 , 1 .` 52\ S'SN / 163 5999 RCFL \ 49 15•..939 R: 1 pF WA3 40/ :01 • a m \ I .� 6'1 ONAL E XPIRES: 10 -25 -1999 29 s t 9 t � h / V / /f8 3 /2 /fT N \ x N \ 4 \ 81 159.951 }': F L2 N / Mi N SCALE: 1" = 20' DATE: 9/3/98 DRAWN: _ RKR CHECKED: RKR 80 164.642 RCFL / JRR ENGINEERING FILE NAME: NGUYEN \GD2 -C3 N 87 80.932 FGS 75 5' x 1 80. I / CENTERLINE OF PROPOSED PRIVATE STREET OPENING. EXCEED CITY STANDARD PLANS PER CITY ENGINEER MEMO N,QATED JULY 2, 1998. FL EL 171.53 171.69 12.5' RAD. CURBFACE. TYPICAL EACH SIDE OF STREET OPENING. 4 N tii 4 Cp \ N INSTALL HANDICAP RAMP PER DETAIL BELOW. 8 r- SAWCUT EXISTING SIDEWALK, CURB & GUTTER, REM 16.88c REPLACE AS SHOWN. rc 53 / RCFL SAWCUT 6" INTO-EXISTING ACP TO PROVIDE CLEAN BUTT JOINT. SEAL JOINT WITH AR4A00 -W. 79N 169.a0.Q RCFL N, / N N N N No. i 03 7 j � CZ' R.C.W. N / N N RECORD DRAWING Based upon best available information obtained during construction Date: 4 // 4 (/ / Z 00 By ��.�u /J K. �::,c 4 ?E. checked: 3/22/99 9/3/98 9/3/98 DATE 66 / ice 18 .1 =2 v2 N DESIGN REVISION DATE PREPARED: SCALE: 1" = 20' 76 x 179.785 RCFL1 AS REQ'D. BY CITY REVIEW THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE, AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. ,B NOTE LOTS 1 -4 WILL BE ADDRESSED OFF OF S. RYAN WAY PER FIRE MARSHAL OLIVAS DIRECTION GIVEN BY TELEPHONE ON 3/23/99. NOT TO SCALE la \ w. N „. ��� A TYPICAL PAVEMENT SECTION CHANGES DIRECTED BY CITY COMMENTS REVISION NOT TO SCALE SEPTEMBER 3, EXTRUDED CEMENT CONCRETE CURB A SHEET TITLE: GRADING AND DRAINAGE PLAN RKR RKR JOB NUMBER: RKR 97 -18 APP'D CUENT NO.: 1998 97 -18 4" TO 8" QUARRY SPALLS CONSTRUCTION ENTRANCE DETAIL WHEELCHAIR RAMP FIELD LOCATE. MIN. ONE EACH LANDING HANDICAP RAMP DETAIL A DRAINAGE SYSTEM INFORMATION CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFUCTS WITH DUSTING UNDERGROUND UTIUTIES AND STRUCTURES DUST. PROPOSED CATCH BASIN LOCATIONS ARE PRCMDED BASED ON AvAILABLE INFORmATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY OWNER OF CONFLICTS ENCOUNTERED. DETENTION SYSTEM. CATCH BASINS. FRAMES. GRATES. MATERIALS AND INSTALLATION METHODS SHALL COMPLY WITH CRY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERWISE INDICATED. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) WITH SMOOTH INTERIOR. CPEP SHALL BE ADS N-12 OR HANCOR Hi -Q OR EQUAL AS APPROVED BY THE CRY PRIOR TO CONSTRUCTION. CATCH BASIN FILTER NOT TO SCALE 3" COMPACTED DEPTH CLASS "B" ACP OR MODIFIED CLASS "B" AT OWNER'S OPTION. 4" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. REMOVE DELETERIOUS MATERIAL AND COMPACT AS REQUIRED TO OBTAIN 92% OF MAXIMUM DRY DENSITY BY ASTM D-1557 (MODIFIED PROCTOR). NOTE: 1. COMPACTION TESTING SHALL BE AS REQUIRED BY THE CITY OF TUKWILA. 2. PROOFROLL IN PRESENCE OF GEOTECHNICAL ENGINEER PRIOR TO PAVING. DD L k NGUYEN SHORT PLAT/BLA OWNER: LONG NGUYEN 510 RAINIER AVENUE S. SEATTLE, WA 98144 (206) 767-4338 ENGINEER: Ronald K. Riach, P.E. JRR Engineering, Inc. 401 . 9,1 • 0 @POIPIIIIRIIPIII. 18609 76th Avenue West, Suite B (ilibilemillimx00410.0410 Lynnwood, WA 98037-4149 0-12S) CA7 5 CEMENT CONCRETE SIDEWALK INSTALL FILTER FABRIC UNDER ALL CATCH BASIN GRATES ON-SITE AND THE OFF-SITE CATCH BASIN LOCATED ABOUT 225 Fr SOUTHWEST OF 'THE SITE ON THE WEST SIDE OF RYAN WAY. u Lti 1.0 (A 14. (:)4 SHEET C-3 OF 7 SHEETS 8.E TAPPING SLEEVE (FULL BODY CAST /D.1.) TAPPING GATE VALVE Sc THRUST . BLOC K. SSMH # • OUTSIDE DROP RIM EL. 153.? ' - EST. IE. 136.64 L • 7 x 12'x i 2" DISPERSION c, PAD. " -24 RIP RAP WITH MEDIAN STONE + BENCH HARK CENTER OF RIM EL. 160.02 KCASS DATUM. \\ ADJUSTED TAX j PARCEL 280 t ! I I 6755.96 SF f C EXISTING HOUSE 10436 47TH AVE. S. FF 157E APPROX. 900 Sr I #1 NO CONSTRUCTION \ ` ENTRANCE THIS SIDE 8"0 PVC TO- BE-- REMOVED) E. IE. 148.0 124-40S:--1 AER:A_ POWER & TELEPHONE. A PORTION OF THE SE 1/4 OF SEC. 3, TWN. 23 N, R. 4 E, W.M. TYPICAL BLDG -\ 16 FT. WIDE DRIVEWAYS (TYP)\ PER CITY STD. PLAN RS -8C. \ SEE SHEET C -6. CONST,WCTION `. ENTRArCE SEE IL SHT. C -3 \ 120.02 7.5' RAD. CUR£F ACE. - TYP. EACH SIDE 0r \; ENTRANCE. - LOT 1 GENERAL SITE PLAN /\8 N88'38'05 %' * SEWER, WATER, AND ` ;'ORM DRAINAG_- SYSTEMS WITHIN PRIVATE EASEMENTS SHALL BE PRIVATELY OWED & MAINTAINED. \ N COMPLETE SEWER AND SEE SHEET C -4 FOR WATER IMPROVEMENTS AND - SHT. C -5 FOR DETAILS. / YD #4 THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. NEW ACP ACCE ROAD ' > >S & 80'0 CUL -D C TO \BE (I. CONSTRUCTED WITH EASEMEr.T. / STOP S'I N SHALL COMPLY/WITH / SEC. B OF MUTCD. (IE. RyFLECTORIZED) EXPIRES: 10 -25 -1999 SIDE OF STREET OPENIN' \ N i CENTERLINE OF -F STREET OPENING. \ PLANS PER CITY N ,pATED JULY 2, 1 12.5' RAD /CURBFACE. - - , 79\ 169 5D.Q RCFL 80 164.642 RCFL \ JFR ENGINEERING SCAL .: 1" = 20' DATE 9/3/98 DRAY !J: RKR CHEC RKR FILE NAME: NGUYEN \SITE2 -C2 EDIE `43p6SC0 PRIVATE EXCEED CITY STANDARD . :NGINEER MEMO T98. FL EL 171.53 17I. A PICAL EACH 77 76.853 RCFL SCALE: ' " = 20' LOTS 1 -4 WILL BE ADDRESSED OFF OF S. RYAN WAY PER FIRE MARSHAL OLIVAS DIRECTION GIVEN BY TELEPHONE ON 3/23/99. A WORK IN ROADWAY NOTES WORK IN ROADWAYS MUST DISPLAY SIGNS, CONES, FLAGS, ETC. PER THE MUTCD. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS, USING STREET SWEEPERS. USE OF WATER TRUCKS SHALL BE AT THE DIRECTION OF THE CITY INSPECTOR. PEDESTRIAN AND VEHICULAR ACCESS TO OCCUPIED BUILDINGS SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR APPROVAL FROM THE BUILDING OWNER AND THE CITY HAS BEEN OBTAINED. CHANGES DIRECTED BY CITY COMMENTS AS REQ'D. BY CITY REVIEW REVISION DATE PREPARED: SEPTEMBER 3, 1998 RKR RKR APP'D SHEET TITLE: GENERAL SITE PLAN Joe NumBER: 97 CUENT NO.: 97-18 GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, ANC SHAll CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILMES MAY NCT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABIL:ZING AND/OR REPAIRING SAID UTIUTIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRuCTtON ON THE RECORD DRAWINGs. THE CONTRACTOR IS RESPONSIBLE TO TAKE ALL NECESSAR" PRECAUTIONS TO AVOID EROSION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NC SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW A_L ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. CONSTRUCTION SEQUENCE 1.Schedule and attend Pre-construction meetir.g w/City of Tukwila. Call one-coll. 2.Provide construction staking for limits of clearing, line ond grade of utilities and miscellaneous structures as shown on these plans. 3.Install temporary erosion and sedimentation control (TESC) measures as shown on these clans cnd cs recuired by the City of TL:kwila. 4.Sawcut and remove pavement from areas to receive landscape, bldg, or other improvements. 5.Clear, grub and haul material from the site ond dispose of as required. 6.Rough grade for proposed building pads aria utility alignments. 7.Construct improvements as shown on the approved plans (utilities, paving, etc.). 8.Perform final grading, cleanup and opplicaticn of ground cover. 9.Remove TESC measures. SITE PLAN INFOR EXISTING USE: VACANT LAND & SINGLE FAMILY RESIDENTIAL (SFR) PROPOSED USE: SFR FOUR LOT SHORT PLAT (SP) AND SINGLE LOT BY BOUNDARY LINE ADJUSTMENT (BLA). BUILDING AREA: ASSUMED BLDG. FOOTPRINTS = 1600 SF/LOT TOTAL BUILDING AREA = 6,400 SF 600 SF/LOT + 6771± SF ACCESS = 9,170± SF 35% 15,570± SF = .36± ACRES (SP ONLY) NONE REQUIRED PAVED AREA: LOT COVERAGE: TOTAL 'MPERVIOUS: LANDSCAPING: PARKING: REQUIRED PROVIDED TRAFFIC IMPACT: FINISHED FLOOR: BUILDING HEIGHT: 2 SPACES PER RESIDENCE 2 SPACES PER RESIDENCE TRIP RATE = 36 ADT 10% PM PEAK = 4 TRIPS EL. VARIES 30'-0" MAXIMUM RECORD DRAWING Bas.-d upon best available information obtained durinv, construction 4211.- 1 if NGUYEN SHORT PLA /BLA OWNER: LONG NGUYEN 510 RAINIER AVENUE S. SEATTLE, WA 98144 (206) 767-4338 JRR Engineering, Inc. D v • 18609 76th Avenue West, Suite B Lynnwood, WA 98037-4149 ENGINEER: SHEET OF 7 SHEETS File: D 02 -0014 35mm Drawing #1 These plans have been reviewed by the Public Works Department for conformance with c City standards. Acceptance is subject to errors a omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these I drawings after this date will void this acceptance and will require a resubmittal of revised drawingsz for subsequent approval. c ) • `ct Final acceptance is subject to field inspection by W I the Public Works utilities inspector. Date: By: PROJECT: TAX ID #: APPLICANT: NOTES: 1. ALL GRADES SHOWN ARE EXISTING /FINAL UNLESS OTHERWISE NOTED •e. �j z2 oZ 5 *'t& o •D21 - SINGLE FAMILY RESIDENCE sac' S Ryan Way (LOT 2) TUKWILA, WA MARK TRAVERS ARCHITECTS 2315 E PIKE ST SEATTLE, WA 98122 (206) 763 -8496 CONTACT: MARK TRAVERS GRADING CALCULATIONS: TOTAL CUT: 45 cy TOTAL FILL: 45 cy NET CHANGE: 0 cy (EXCESS SOIL USED TO BUILD UP DRIVEWAY) ... I ENNIO AIM* i i 1 \ its Site Plan i Scale: 1 " =10' -0" 4 "0 DS TIGHTLINE • i SS • • Ott% e �w 3/4" VrAtR14∎JE , • Pl'ftLLNE 29.83' ` • DECK ABOVE PROP. LAVE 75.2T 0 FT �GHTLINE \/;# • ♦ / • \ \ Mgr \ \ 4 p 1 `•.► 640 %` ski R °p •-,4■Js ♦ • e6b>, 4444 1111 % v Sl Ft t l Gt i. of L 1 IIII IIi.IIIIII111111III IIIIIIIIIIIIIII{IIIII IIII IIII IIII ILIIIIIIIIIII IIIIII IIIIIIIIIIIIIIII III IIIIII I \ \ V +164.50' EAST/FIN GR 47sN \ \ +168.00' \ \ \\ EXIST /FIN GR \\ ♦ ` � ` ` `. \•\ ‘ \ LOT 2 L L t II1III111 [11111IIIIIIIIIII1.1IIII111III I 10% � ��, s v � . OQ 4 ,�� moo, Q Q` . �`T1CHTLINE • J -0 \ 1 6 , INCOMPLETE LTR# / +167 75' 'S'� LOT °N .,� \EXISTA GR 24" HIGH ROCKERY \ASREQ'D • / TRAC�,,A/ 7 i Date: PERMIT CENTER 2/6/02 Paz - oisl•