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HomeMy WebLinkAboutPermit D10-193 - SEGALE PROPETIES - DETENTION VAULTSSE GALE OFFICE BUILDING VAULTS 18100 ANDOVER PK W D10 -193 City lPrukwila r Departnient of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 3523049121 Address: 18100 ANDOVER PK W TUKW Suite No: Project Name: SEGALE DETENTION VAULTS DEVELOPMENT PERMIT Permit Number: D10 -193 Issue Date: 08/16/2010 Permit Expires On: 02/12/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: STEVE NELSON Address: PO BOX 88028 , TUKWILA WA 98138 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Phone: 206 575 -2000 Phone: 206 - 575 -2000 Expiration Date: 04/01/2012 DESCRIPTION OF WORK: STORM WATER DETENTION VAULTS Value of Construction: Type of Fire Protection: Type of Construction: $60,000.00 Fees Collected: $1,754.16 International Building Code Edition: 2009 Occupancy per IBC: 0026 * *continued on next page ** doc: IBC -10/06 D10 -193 Printed: 08 -16 -2010 City Ai'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -193 Issue Date: 08/16/2010 Permit Expires On: 02/12/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: V it,U L tV I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction the performance of work. I am authorized to sign and obtain this development permit. Signature 1/..---C/40").--. Date: P1/4 Print Name: v N This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -193 Printed: 08 -16 -2010 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 3523049121 Address: Suite No: Tenant: 18100 ANDOVER PK W TUKW SEGALE DETENTION VAULTS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10 -193 ISSUED 07/26/2010 08/16/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D10 -193 Printed: 08 -16 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature���'� i Print Name: Date: 06/70 ordinances governing or local laws regulating doc: Cond -10/06 D10 -193 Printed: 08 -16 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.hilcwila.wa.us Building Permit No. P I O - l Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. or a, e use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION to V King Co Assessor's Tax No.: 3 52 3 04 - 9121 Site Address: 18100 Andover Park West Tenant Name: Suite Number: Property Owners Name: Segale Properties Mailing Address: PO Box 88028 Floor: New Tenant: ❑ Yes ❑ .. No 98138 Zip Tukwila City WA p State CONTACT PERSON - ho do e contact when your permit is ready :o be issued Name: Steve Nelson Mailing Address: PO Box 88028 Day Telephone: (206) 575 -2000 Tukwila WA 98138 E -Mail Address: snelson @segaleproperties.com City State Fax Number: (206) 575 -1837 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Segale Properties Mailing Address: PO Box 88028 Contact Person: Steve Nelson Tukwila WA 98138 E -Mail Address: snelson @segaleproperties.com City State Day Telephone: (206) 575 -2000 Fax Number: (206) 575 -1837 Zip Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans mus be we stamped by Architect of Record Company Name: Lance Mueller and Associates Mailing Address: 130 Lakeside Suite 250 Contact Person: Bob Fadden E -Mail Address: bfadden @Imueller.corn Seattle WA 98122 City State Zip Day Telephone: (206) 325 -2553 Fax Number: (206) 325 2553 ENGINEER OF RECORD All plans must be et stamped by Engineer of Record Company Name: Engineers Northwest Mailing Address: 6869 Woodlawn Ave. NE Contact Person: Mark Nazarenus Seattle WA 98115 E -Mail Address: markn @enwseattle.com ti:\Applications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City State Day Telephone: (206) 525 -7560 Fax Number: (206) 973 -5601 Zip Page 1 of 6 BUILDING PERMIT INFORMATION ' 206- 431 -3670 Valuation of Project (contractor's bid price): $ 60 � Q O d Existing Building Valuation: $ 0 Scope of Work (please provide detailed information): �g shell-with l'�^T iiied sh an re ams, c• —©-t -iex_as.secia -ted D --i r• L.? feeN� !lrat,��s Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below . PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 19 0 , 2 4 4 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 2 6 Compact: 6 Handicap: 7 Will there be a change in use? Yes Parking Lot conversion to building g 0 ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing . Interior Remodel Addition to . Existing Structure New Type of Construction per IBC Type of Occupancy per IBC PI Floor 27,720 sf IIB Sprinklered B 2nd Floor 29,848 sf IIB Sprinklered B 3'd Floor . • Floors thru Basement ' Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport "' Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 19 0 , 2 4 4 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 2 2 6 Compact: 6 Handicap: 7 Will there be a change in use? Yes Parking Lot conversion to building g 0 ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: 0 Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION —206- 433 -0179 Scope of Work (please provide detailed information): Installation of underground storm system; sanitary sewer connection domestic water service; installation of fire loop, hydrants, and sprinkler connection to building; demolition of existing paving and underground structures; preloading of site; grading; paving; and other misc. site work required to complete the project. Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District El ...Tukwila ❑ ... Water District #125 0 ...Water Availability Provided Sewer District O ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): O ...Civil Plans (Maximum Paper Size — 22" x 34 ") ..▪ .Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/ExcavationfFill - Right -of -way ❑ Non Right- of-way 0 0 ...Total Cut O ...Total Fill 3.600 4.500 cubic yards cubic yards O .. Geotechnical Report ❑ .. Maintenance Agreement(s) []...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone .. • Storm Drainage O ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor O ...Cap or Remove Utilities 0 .. Curb Cut ❑ .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection 9, Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Continental Mills Day Telephone: (206) 816 -7000 Mailing Address: 18100 Andover Park West Tukwila WA 98188 Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applieations\Forms- Applications On Line\2009 Applications \] -2009 - Permit Application.doc Revised: 1-2009 bh Page 3 of 6 Staff Initials: r^^ ' I V PERMIT APPLICATION NOTESt., Applicable to all permits in thiseapphcation '' Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Fe/. art r15 hi/ Print Name: Bob Fadden % Lance Mueller and Associates Mailing Address: 130 Lakeside Suite 250 Date Application Accepted: n v,s1 P Date: "92/1C42410 `z /Z 4, D !0 Day Telephone: (206) 325 -2553 Seattle WA 98122 City State Zip Date Application Expires: 0 t`ZLe/ l , H:\Apphcanons\Forms- Applications On Line \2009 Apphcaoons \I -2009 - Permit Applrcanon.doc Revised: 1 -2009 bh Page 6 of 6 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 3523049121 Address: 18100 ANDOVER PK W TUKW Suite No: Applicant: SEGALE DETENTION VAULTS RECEIPT Permit Number: D10 -193 Status: APPROVED Applied Date: 07/26/2010 Issue Date: Receipt No.: R10 -01582 Initials: User ID: JEM 1165 Payment Amount: $1,064.90 Payment Date: 08/16/2010 09:19 AM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 62290 1,064.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,064.90 1,060.40 4.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 08 -16 -2010 S IOLA , City of Tukwila y� Department of Community Development G1 6300 Southcenter Boulevard, Suite #100 0 O Tukwila, Washington 98188 Phone:206- 431 -3670 �s• Fax: 206 - 431 -3665 9013.''''' Web site: http: / /www.cl.tukwila.wa.us Parcel No.: 3523049121 Address: 18100 ANDOVER PK W TUKW Suite No: Applicant: SEGALE DETENTION VAULTS RECEIPT Permit Number: D10 -193 Status: PENDING Applied Date: 07/26/2010 Issue Date: Receipt No.: R10 -01408 Initials: User ID: Payee: JEM 1165 Payment Amount: $689.26 Payment Date: 07/26/2010 02:38 PM Balance: $1,064.90 ED MINSHULL TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03586A ACCOUNT ITEM LIST: Description 689.26 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 689.26 Total: $689.26 PAYMENT Rpr. FIVED doc: Receiot -06 Printed: 07 -26 -2010 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ti1_ CITY OF TUKWILA BUILDING DIVISION U� `6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • • Project: 'Type 6441.i,_.40Im dr of Inspection: _.. F,AJ'9L // .5 Pee /AG clew Rtr� 4401)Mitt Address: /8/0 d AgAtodUM' Pk es../ Date Called: • Special Instructions: Date Wanted:. / —) 7 — / / P.m. Requester: Phone No: - Approved per applicable codes. • El Corrections required prior to approval. - • COMMENTS: // .5 Pee /AG clew Rtr� 4401)Mitt �ge pr rV► -d LJYt c c 77. J.$7r. i ,I i ve..4.., ;7 0.165.77'I LC A //..l i✓ P/ T h Date: SPECTION FEE REQ Pri r IRED. to next inspection;:fee must be e10 id at 6300 Southcenter lvd.. Sui 100. Call to schedule reinspection. • F:cs ••- , ".^ya. ..... ,Afro r..sa' . mo-:r. ;-• - 2 cr 13;4 i 2'• .•' • ill INSPECTION RECORD i Retain a copy with permit 11 '— ��, INSPECTI. NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION _R-.- • . 6300 Sout center Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 . Projec C� -aL- A � ef/1J' , °4 Type of Inspection: 52e-4L �t c . Address: I RI (4-)43 A Dnwt'f IV Date Cled: Speci Instructions: Date Wanted , ��� r----On p-m. Requester: Pho Nof' 7,0(0 - 1(40- 47 44 Approved per applicable codes.' • • Corrections required prior to approval. COM M ENTS 5 !Date.; INSPECTION FEE IR UIRED. Prioro next inspection, fee must•be: l p id at 6300 Southcenter Blvd.. Suite 1i 0. Call to schedule reinspection. • r "a,r ri a �f a►r - —.- 41911- 41Svel•nrimetaftUi. 4i• G.. • i••• 5. • INSPECTION RECORD Retain a copy PERMIT NO. y with permit 0.,‘• • .•INSPECTIO NO. ITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 43t-2451 (206) 431-3670 Project: E-GAt .3 .LIA-0(13 Type of Inspection: l')-(7 A niii....Af Addre§k: I V410 i) AAA Oaf W Date Called: . Special Instructions: • 04 341 51 - 6 r S Date Wanted: p.m. Requester: Phone No: - 356, 1'744 .APproYed per applicable.codes.. 0 Corrections required prior toapprovaL .s•91,. COMMENTS: t: pi INS CTION FEE REQUIR D. Prior to ext inspection. .fee must.be aid. 6300 Southcenter Blv Suite 100. Call to schedule reinspection. innelbetgiklos4114 INSPECTION RECORD Retain a copy with permit INS CTION NO. PERMIT NO g.: • CITY OF TUKWILA-BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 9/3188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ( -( I? te. Projec : kte-11-111 Type of Inspection: 6, 10 11 A Ad ress: I fli boo .AinebOtg-f-14- Date Called: ) Specialnstructions: iJoku 1T-5 • • • - Date Wanted: 4/ 3 .—t 3 151---11 • Requester: . Phone No: . .:Approved per applicabl4 codes. !Et. F COMMENTS: p Corrections.required prior to approval:. t... A.,44 I "lit 'Date: et -3%167 RE CTION FEE REQUIRED Pilor to next inspection; fee must be pa 300 Southcenter Blvd.. S ite 1O V. Call to schedule reinspection. tilLINSOVVIR . Peligrarr • '--• • 4IBZ. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Drd -1q3 PERMIT NO. IJ D CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project: s,e�.�4� - r"— PM Type of Inspection. , c pee, L4 -f Co A c Address: Urn &ir-7rCrT /9� Date Ca : Special Instructions: O �(/L /V ( 7 (�"1 — 0 t4 • Date Wanted: - 24 —1 cO /A,p) p.m. Requester: Phone No: EiApproved per applicable codes. D Corrections required priorto approval. COMMENTS U l .S :Pisa/ Nss/)P A Urn &ir-7rCrT /9� /.2C -,1,4/ El 0.0 i REINSPECTION FEE EQUIRED. 6300 Southcenter Blv ., Suite 100. Date: ,! .4`2j% /U PFior to inspection, fee must be Call to schedule reinspection. 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDINGS DIVISION 6300 Southcenter Blvd:q #100, Tukwila. WA 98188 . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Dlo - 1613 Project: Type oft pection: Addr I I 00 . '_ 0 PO Date Called: • 1 17,51 i_fi -- SpecialInstructions: • • • Date,Wanted: f Requester: S r �J Phone No: ElApproved per applicable codes. WW COMMENTS: ❑.Corrections required prior to approval. SID (l in (pzir se. '"'1 per ve _ Veto 1k Ita; joeen c ,an Leo t116: i/ c +o( friAck retutied Inspector: DS Date: REINSPECTION FEE REQUIRED. Prior to next inspection..fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: CONSTRUCTION TESTING LABORATORIES, INC. October 19, 2010 Segale Properties, LLC PO Box 88028 Tukwila, WA 98318 1202 East "D" Street, Suite • , acoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 www. ctlwa. com ATTN: Kevin Campbell REF: Final Inspection Report for 3938 PROJECT NAME SEGALE - BUILDING 101 PROJECT ADDRESS 18100 Andover Park West, Tukwila BUILDING PERMIT # D10 -193 Dear Mr. Campbell: CTL, Inc. provided special inspection and testing services for the above referenced project. We specifically provided special inspection and testing services of reinforced concrete for storm detention vaults. The specific work for which we provided special inspection for was, to the best of my knowledge, in accordance with the approved project plans and applicable codes. If you have any questions regarding this final report, or if we may be of further service, please feel free to call or email. Sincerely Yours, Dennis M. Smith Manager DMS/ bcm cc: Mailing List denniss©ctlwa. com ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. SEGALE OFFICE BUILDING Se ttle, WA '" ^~ STRUCTURAL CALCULATIONS FOR DETENTION VAULT July 15, 2010 ENW Project No. 07- 080000 • REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2010 City ofTukwila BUILDING DIVISION CIiYOF�TUKtMLA JUL 2 6 2010 PERMIT CENTER • 6869 Woodlawn Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206:522.6698 www.enwseattle.com ENGINEERS- NORTHWEST, INC.P.S. SHEET I OF 6869 WOODLAWN AVE.N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful SINGLE STORY BASEMENT RETAINING WALL, Job number : Project : tegale Active EFP (pcf) = Uniform horiz.pressure (psf) = Soil density (pcf) = Surcharge (psf) = PLL (pit) _ Pa(pit)= Pc (ksi) = Fy (ksi) = Vertical reinf. size (#) = Wall thickness (in.) = d (in.) = Horizontal reinf. size (#) = H (ft.) = h1 (ft) = Pdef, 4;in Vgatg INPUT 90 0 120 100 800 2900 4 60 6 10 7.5 5 12.5 9.5 RTO = 1.3 kif H REOT, = 3.474 kif 12.5 ft PLL = 800 plf P� = 2900 plf h2 =4-3 Surcharge 0.075 ksf Uniform horiz.pressure 0 ksf OUTPUT Active EFP 0.855 ksf V =0(di 7.60 ft from top of wall M max. = 7.62 k -f ift. Mu max. = 12.96 k ft.fft. Reinforcing Use # 6 @ 13 in. o/c vertical at d = 7.5 in. Use # 5 @ 15 in. olc horizontal Wail shear is O.K. 35.9% vu = 0.045 ksi vc = 0.126 ksi Axial loads are not included in the wall design yet i!! 1 STORY Page 1 7/15/2010 BSMTWALL.XLS ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT V�tlY — ,?gay 6869 Wc)ont,AwN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 QJe ' e � #s . ) r lc to v2 11,5 W 2,tbse)) t 4 ' '#-ii 1O,ll(4 410 elf LL t Lek twig 1)4z 12 444; i, l(Q )(2 ,1111 b tie" d,4 40 Imo• •� / . 016 m� 2, Fit if 4'14' L fr r 4 - t4 z 4,44 41/3661 7 Of t- I.r 4- #r'ft9n n 'rite xit3) " 17l eipve, 'x- 15'k- f ept46j'4it fI,c WT r �',i9 44� ib k `' Z / 71 k,' get hie Weei' PROJECT : . .06eii v �L{i _ Vaults PAGE : CUFM : DESIGN BY : ,�'%�f�� STk i "4 "TI 14_1,1_ �i?Cl: ItFaaty MAN' _..... JOB IJO.: __.. ,- .._ _DATE: __ "' � t� �":�°:.�;i4F�i REVIEWBY: - — �� Y V �a �{�p�� INPUT DATA (Vefll' b < AAIN( I./4, 8hf, S) f ',, = 4 Isi ML = 112 ft* Main Bar fy = 60 ksl Y„= 288 k Stirrup fr = 60 ksi Tu= 30 ft-k _c b = 10 In, (R t. 8.102) Top bars 3 ti 5 h a '44 In i/ A. r - bw j Botbats 3 0 7 bu s= 10 In hr= 12.5 in Stirrup size > 0 4 @ 8 in o.c. No. of logs = 2 _ __ d (optional) = in The design Is adequate. DESIGN SUMMARY Main bar top (Comprassivo Reid.) : Use S 0 6 Stirrups : Use 04 @ 8 fn. ac. (2 legs) Main bar bottom (Tensile Reint) : Use It 0 7 (1 layer) Skin RetnL Required to Each Face GOVERNING CASE ANALYSIS s. a 0.003 P1 a 0.85 P..= a 00206 d = 41.8 in 0 = 0.90 Es = 29000 ksi d' a 2.3 In P,m. a 0.0033 A, it'll = ' 0.0043 As As :-. �"�-4r4Ai " r "4: 44...47.77. :R.4. .. off! '; ` "/ ♦ f'Yr." . -. As As 4 As As Case 1 Case_? Case 3 Case CASE 1 APPLICABLE FLEXURAL' ANALYSES Case 1 Analysis : 2M. 0.85ab j c ' a =d - d2- - 1.07 in 0.81 Irrz 0.850f c' As= f Case 2 Analysis : = d ' d - — 1)1= 0.85jc'�aby +bhp -bJrf) _ J 1-[ a - lid' b. 0.85f (b b.)h - it2 . , f( 2 in As fr Case 3 Analysis ; a M.- 0[0.85f� bald ` l 2)] _ _ a s, +0.004 = In As' #fs'(d -d') iz f' 0.85 'ba fi�j- � fc ,- o- As = As' = f + j� inr f s Sc., E a ksi Case 4 Analysis : l ef( M.- 0[0.85fc'b,02(d -2 / I +0.85Jc'(b -b.)b (d - Z )]_ a= - in As' irtz e, +0.004 r Of ,'(d -d') ,fs' 0.85fc'[(b- b.)h.r +ab.] _ • - a -i As= As —+ inz fs -F.ss. a - lei f f 4e De ii4(n Uaoil - V i+ SHEAR ANAYSIS Check section limsitatrion (ACI, 115.7.9) V. S 100.d 1. 28. < 197.1 where Q = 0.75 Check shear reinforcement VC!, 11.5) hf.wwz o , for V, <�2° 0.75 ff'°b. (50b,, f' f, —01'c • for (417°5V.. s = 0.100 Irn2 / ft [YI for °5V SAY, Check spacing limits for shear reinforcernent (ACI 115.4) Vs — V. YC — -20.23 k jMfN(L2 , 24) for V154b4 f 4 Y Smm�= MIN(— , 12) for V,> 4b.e r Detemdne concrete cater (AO, 11.3.1.1 or 11.52) Ve =2biJ f°° 52.57 k Vc= (19A +2500p,18)bI= 58.23 k ,.== applicable where A =MIN ( f° , 100) = 68.71 S =MINI V= , 1.011= 0.881 t M., 111 (A = 0.600 tr2/8 [Satisfactory] rro.D f = 20 >AS= 8 in TORSION ANALYSIS Check section limitation (ACI.11.63.1) ruPts 0(�+81f °1 A bd 1.7 where 0295 < 0.474 (Satisfactory] Check if torsional reinforcement required (ACI. 11.6.1) z T� S . e1- 30.0 > 7.1 ft-k Torsional reinforcement reqD. where o= Art, 0.75 (Act, 9325) 94 in. (perimeter of centerline of outermost closed transverse torsional reinfonmnent.) 263 Inn (area enclosed by centerline of the outermost dosed transverse torsional reinforcer ent.) be = MlN(h -hr , Mk) = 31.5 in, (one side. AO, 11.6.1.1) Pq, = 108 In, (outside pertmeter of the concrete cross section.) 44o bog (area enclosed by outside perimeter of concrete cross section.) Ara Check the max factored torque causing cracldng (ACI. 11.6.22) T. 40,%f°(1-t) 30.0 > 28.3 Torsional reinforcement reqD for full torque. Determine the area of one leg of a dosed stirrup (ACI, 11.6.3.6) A, _ [ n _ T° = 021 In2Ift s 20Aof r 1.7S0Aoef r,. Determine the corresponding area of longitudinal reinforcement (derived from ACI 11.65.7 811553) Ac =MAX Ar Pe f>r , 5Aq fe Phf MAX ?-11 25b* = s f , fyt f,i 8 fA 1.43 k12 ePtibe - 141,141 - vgai4 /VV minimum combined area of lonBltudcrutl reinforcement A = As +05k = 0.72 In2 actual patisfactoryI h.eo1=A,+0.5k = 152 in2 a actual [Satisfactory) Determine minimum diameter for longitudinal reinforcement (ACI.11.6.62) MAX(0.042 S. 318) = 0.48 In < 0.63 in Determine minimum combined area of stinupa (ACI.115.5.2 8118.6.1) At/ S = BWQ(A,42At)S, 0.75(fj b, , 513bal+wl = 0.43 Int /ft < Sim, ox ° MINj(Pt/8,12) ° 11 In Scalp ° MRSnra,thear . Sandy) ° 11 In > [Satisfactoyj actual patisfactoria actual (Satfs1 ctory) " 'ROJECT : SCE e — CUENT : STRUY.'TVR:11. ENGIN71_k JOB NO.: .._. ;.� : DA Vld�il f kenai" PAGE : 6 i F: L6Pg1 DESIGN BY : .• . REVIEW BY : C. Eocbe i esigtkeas 001150„06 f ACi 3 -314 . INPUT DATA & DESIGN SUMMARY CONCRETE STRENGTH f,' = 4 ksi REBAR YIELD STRESS 1 = tO ksi FACTORED SHEAR LOAD V„ _ 20 k FACTORED TENSILE LOAD Nu, = 0 k WIDTH b = 24 In EFFECTIVE DEPTH d = S In OVERALL DEPTH h = 12 in SHEAR SPAN a = 2 In EDGE DEPTH Ac = 11 In PRIMARY REINFORCEMENT 4 S 4 CLOSED STIRRUPS 1 0 3 (spate 5 to as ) bearing plate NusVu Vu As (pr mory reinfor, ement) ANALYSIS CHECK DIMENSIONAL REQUIREMENTS (ACI Sec. 11.9.1 & 11.9.2) a / d = 0.25 < 1 [SATISFACTORY] Nuc / Vu = 0.00 < 1 [SATISFACTORY] he = 11.00 > 0.5 d [SATISFACTORY] CHECK SECTION (ACI Sec. 11.9.321) vy < MIN(0.20f'bd , 0.80bd) where $ = 0.75 CHECK REINFORCEMENT A., =A4AX N.,. 0.2y„ Of, Of;, Af- where b = 0.75 = 0.089 In2 (AC! Sec. 11.9.3.4) 0.85bd 4 — M . f1 ` J 1 0.383bd2feJ J y = 115 k = 0.093 b2 (AC! Sec. 10.2) 2A As. =MAX A7 + o.O4 f� A. , 3� +A,. f y beil f Ae =A ., —A. 2 0.212 In2 (AC1 See. 119.4) [SATISFACTORY] vv Ae _ �Nf y 0.317 in2 As (closed stirrups) framing bar to anchor stirrups (AC! Sec.11.7.43) µ = 1.4 M. =YP +N,<(h -d) 40 In-k = 0.512 in2 < A,, pae = 0.800 in2 (ACTS= 11.935 & 119.5) < Ae,protie = 0.220 bit [SATISFACTORY] [SATISFACTORY] E ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT 11 SUBJECT 6869 WooDI.AwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 PROJECT 4 gr..1 e !/f�' 1 f e DATE 11 J SHEET 7 OF One - wsa, y V ve 41,4 i eeik,te ¢o netrfe 6c' " P kern kvi heat ,' iii e� e �.1 tr.15 el ([4.060) I* 100 # too] 4fit pknk 1450 = 4600fic vD1 I Fyn )31".: w i G` iat urge icon) -Kt kti® ebe y 41214 -�6,e) i , 37 6c4F y 1 ( 40 ` 11 ( 371 • , &('125) r , 51 -tea M t a 5) 0 2 e 14,57c/ bt it" a e 7.�" ku e 250 a1 L 4,11 4,�2 o it& e iv/ P M6' t--65/0 �. -- t 31t r 2 � ' (26, z - 1,0) c 7 15,2" BY I August 5, 2010 • City of Tukwll Jim Haggerton, Mayor Department of Community Development Steve Nelson PO Box 88028 Tukwila, WA 98138 RE: Correction Letter #1 Development Permit Application Number D10 -193 Segale Detention Vaults —18100 Andover Pk W Jack Pace, Director Dear Mr. Nelson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 'fer Marshall it Technician end File No. D10 -193 W:\Permit Center\Correction Letters\2010\D10 -193 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: August 2, 2010 Project Name: Segale Office Building- Detention Vaults Permit #: D10 -193 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The submitted plans need to include special inspection requirements (for concrete) and concrete specifications specific to the vaults. This information may have been included in the submittal for the original building permit. If so, please provide same information relative to the vaults. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. r PERMlTCIt'::!Ci;v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -193 DATE: 08/06/10 PROJECT NAME: SEGALE DETENTION VAULTS SITE ADDRESS: 18100 ANDOVER PK W Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: ' Buil ing Division Public Works Fire Prevention ❑ Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 08/10/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required U No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/07/10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COMM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -193 DATE: 07/2/10 PROJECT NAME: SEGALE OFFICE BUILDING - DETENTION VAULTS SITE ADDRESS: 18100 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPART ENT : 0 uil ing Iv sign 1cWof 1 rk 4 NM- g ' o ire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [A, Comments: Incomplete DUE DATE: 07/27/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Li Notation: REVIEWER'S INITIALS: DUE DATE: 08/24/10 Not Approved (attach comments) Ni DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: k/6/70 Plan Check/Permit Number: fD /0 — /92 lete Letter # Response to Correction Letter # Revision — after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SeSe..Le 2 46\rt-7 g 4tcc GL. -, bid./ wS Le A- VCw /IS Project Address: / /DO /l'v /c 'r Qc.t. vic t.c.-e't, Contact Person: u_el Svc.---. Phone Number: 2O '5-7 C. - 706° Summary of Revision: I s)-ee_4 onAcier. AUG 2010 Sheet Number(s): "r7")/ cD "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Igi, Entered in Permits Plus on / ► H: ApplicationsWorms- Applications On Line\2009 -08 Revision Submittal.doe Created: 8 -13 -2004 Revised: 8 -2009 Contractors or Tradespeople Pr Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2012 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty, 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL *008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 10DL531006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 2 ALASKA NATIONAL INSURANCE COMP 10DL531006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 08/16/2010 SEGALE OFFICE BUILD l‘G TUKWILA, WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 2 2010 City ' la BUILDING i IVISION SEPARATE PERMIT REQUIRED FOR: Me hanical Electrical Plumbing Gas Pipaiff City of Tukwila c 3ILDWG DIVISION FILE COPY Permit No..3214a° Plan review approval is subject to errors and ontssions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt rf approved Field copy and 1.1 1111 WI ed: Date: /c /r' City Of Tukwila BUILDING DIVISION TYPICAL FIXTURE MOUNTING HEIGHTS • i� 01 N KNEE & TOE 1,11 CLEARANCE MIN. LAVATORY COUNTER a 4- n 0 N) BOTTOM EDGE OF THE REFLECTING SURFACE MAX. REACH DEPTH y" 2" 5" 6" 9' 11" MAX. REACH HEIGHT 48" 46" 42" 40" 36" 34" N O 36" • \ = N) N- 2 MIRROR ABOVE LAVATORIES, SINKS OR COUNTERS SEMI - RECESSED PAPER TOWEL WASTE RECEPTACLE WALL MOUNTED SAN. NAPKIN BABY CHANGE PAPER TOWEL DISPENSER STATION DISPENSER TOILET SEAT COVER DISPENSER SAN. NAPKIN DISPOSAL 00 N') 0 N * DUAL LEVEL H.C. ACCESS. DRINKING FOUNTAIN URINAL STD. HGT. URINAL STD. HGT. WATER CLOSET WHEELCHAIR ACCESSIBLE COMPARTMENTS SEAT COVER DISPENSER 1 1/2" GRAB BAR TOILET PAPER DISPENSER * W.C. HEIGHT 11 " -17" AT CHILD USE * -* 14" MIN. AT CHILD USE 39 " -41" 54" MIN. 12" -/MAXI 42" C MIN. 2 LJ *° WHEELCHAIR ACCESSIBLE COMPARTMENTS co r. ABBREVIATIONS ABB• DESCRIPTION A.D.A. A.F.F. ALUM. AW. B.O. B.U. CLG. C.G. CL C.M.U. CONC. C.T. DED. D.S. EL. , ELEV. ELEV. E.T.S. EQ. FACT. F.C. F.D. F.E. F. E. C, GA. G.W.B. G.C. H.M. LS L.O.F. AMERICANS WITH DISABILITIES ACT ABOVE FINISHED FLOOR ALUMINUM ACOUSTICAL WALL BOTTOM OF BUILT UP CEILING CORNER GUARD CENTER LINE CONCRETE MASONRY UNIT CONCRETE CERAMIC TILE DEDICATED DOWNSPOUT ELEVATION ELEVATOR EXPOSED TO STRUCTURE EQUAL FACTORY FURRING CHANNELS FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET W/ F.E. GAUGE GYPSUM WALL BOARD GENERAL CONTRACTOR HOLLOW METAL LANDSCAPING LIBBEY OWENS FORD ABB.. DESCRIPTION MDF MEDIUM DENSITY FIBERBOARD M.O. MASONRY OPENING MIN. MINIMUM N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. , 0/C ON CENTER O.D. OVERFLOW DRAIN O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED O.F.0.1. OWNER FURNISHED OWNER INSTALLED PL. PLATE PLAM. PLASTIC LAMINATE R.D. ROOF DRAIN R.F.M. RECESSED FLOOR MAT R.O. ROUGH OPENING S.B. SPLASH BLOCK S.F. SQUARE FOOT S.O. SLAB OPENING S.S. STAINLESS STEEL S.S. SERVICE SINK T. TEMPERED. T.O. TOP OF U.N.O. UNLESS NOTED OTHERWISE VFY. VERIFY V.I.F. VERIFY IN FIELD V.W.C. VINYL WALL COVERING WC. WATER CLOSET W.P. WORK POINT PROJECT TEAM OWNER: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 -4798 206 - 575 -2000 206- 575 -1837 FAX STEVE NELSON ARCHITECT: LANCE MUELLER & ASSOC 130 LAKESIDE SUITE 250 SEATTLE, WA 98122 206 - 325 -2553 206 - 328 -0554 FAX BOB FADDEN LANDSCAPE ARCHITECT KLLA ARCHITECTS 21803 NE 17TH COURT SAMMAMISH, WA 98074 425 - 836 -4578 425 - 898 -8923 FAX KEN LARGE REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SITE AREA VICINITY MAP 1/111Y MAP His ALLOWABLE AREA 1ST FLOOR 27,720 S.F. 2ND FLOOR 29,848 S.F. ALLOWABLE AREA CALCULATIONS II -B SPRINKLERED NON SEPARATED USE PER IBC 508.3.2 9,500 S.F. 7,125 S.F. 19,000 S.F. 35,625 S.F. x2 71,250 S.F. BASE (GROUP A -3, TYPE FRONTAGE INCREASE (30 IBC SECTION 506.2 SPRINKLERS INCREASE - MAX. AREA PER STORY IBC 504.2 & IBC 506.4 MAX. AREA TOTAL PROPOSED BUILDING AREA 1ST FLOOR - 27,720 S.F. 2ND FLOOR - 29,848 S.F. TOTAL - 57,568 S.F. II -B) IBC TABLE 503 FOOT ALL SIDES) IBC SECTION 506.3 STATISTICS SITE AREA PROPOSED BUILDING AREA BUILDING HEIGHT LANDSCAPE AREA IMPERVIOUS AREA BUILDING / LAND % PARKING SHOWN PARKING RATIO ZONING OCCUPANCY GROUPS CODES. CONSTRUCTION TYPE TAX LOT NUMBER WATER SEWER 190,244 .S.F. - 4.37 AC. 57,568 S.F. 34' -0" - 2 STORIES 57,773 S.F. - 30.37% 34,484 BLDG + 3,797 SIDEWALK + 94,190 PAVING = 132,471 S.F. - 69.63% 34,484 S.F. (BUILDING & CANOPIES) / 190,244 (PROPOSED SITE), = 18.13% 239 STALLS (515 C., 2 H.C. VAN, 226 STANDARD, 6 COMPACT) CITY OF TUKKWILA MUNICIPAL CODE ZONE - HI A -3 - NO SEPARATION PER 508.3.2 B & S -1 2006 IBC 2006 WSEC 2006 VIAQ 2005 NEC INTERNATIONAL FIRE CODE II -B SPRINKLERED - NFPA -13 3523049121 HIGHLINE WATER DISTRICT CITY OF TUKKWILA LEGAL DESCRIPTION 352304 -9121 LOT 4 OF BOUNDARY LINE ADJUSTMENT NO. 93 -0085, RECORDED UNDER KING COUNTY RECORDING NO. 9311301961, RECORDS OF KING COUNTY, WASHINGTON; BEING A PORTION OF THE SOUTHWEST % OF THE NORTHEAST % AND GOVERNMENT LOTS 2 AND 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. DEFERRED SUBMITTALS: WINDOW DESIGN SIGNAGE PER ANSI 703, IBC 1110 SKYLIGHT DESIGN AUDIBLE & VISIBLE FIRE ALARMS PER IBC 907.9 INTERIOR EMERGENCY LIGHTING (PART OF T.I. SUBMITTAL) SEPARATE PERMITS NOTE: DEFERED SUBMITTAL ITEMS ARE TO BE SUBMITTED TO THE ARCHITECT AND REVIEWED TO BE FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING PRIOR TO SUBMITTAL TO THE CITY OF TUKWILA. MECHANICAL PER 2006 IMC PLUMBING PER 2006 UPC FIRE SPRINKLERS PER NFPA 13 WITH QUICK RESPONSE SPRINKLER HEADS GENERAL NOTES: REFER TO DRAWINGS BY LAYTON & CELL, INC. FOR STORM, DRAINAGE, GRADING AND SITE UTILITIES. REFER TO DRAWINGS BY KLLA ARCHITECTS FOR SITE LANSCAPING, IRRIGATION. CONTRACTOR TO PROVIDE "NO PARKING FIRE LANE" SIGNAGE PER CITY OF TUKKWILA FIRE MARSHALL. CONTRACTOR TO PROVIDE "KNOX BOX" KEY BOX PER CITY OF TUKKWILA FIRE MARSHALL MECHANICAL, ELECTRICAL, AND SPRINKLER SYSTEMS UNDER SEPARATE PERMIT. DESIGN DRAWINGS TO BE SUBMITTED TO THE CITY OF TUKKWILA FOR APPROVAL. PROVIDE HANDICAP ACCESSIBILITY SIGNAGE PER WASHINGTON STATE STANDARDS. MECHANICAL DRAWINGS BY FRANKLIN ENGINEERING, DESIGN TO MEET STATE ENERGY CODE. DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. ELECTRICAL DRAWINGS TO BE DESIGN BUILD. LIGHTING BUDGET, ELECTRICAL LOADS AND SWITCHING PER STATE ENERGY CODE. WINDOW AND SKYLIGHT SUBCONTRACTOR IS RESPONDSIBLE FO DESIGN OF WINDOW SYSTEM - SUBMIT SHOP DRAWINGS AND STAMPED BY A WASHINGTON STATE REGISTERED ENGINEER. FIRE SPRINKLER ALARM SYSTEM IS TO BE MONITORED BY AN CENTRAL MONITORING STATION. R STRUCTURAL CALCULATIONS APPROVED GEOTECHNICAL SPECIAL INSPECTIONS SHALL INCLUDE THE FOLLOWING: A. OBSERVATION AND MONITORING OF EXCAVATION. B. EROSION CONTROL. C. ENVIRONMENTAL SOIL SAMPLING AS REQUIRED. D. SUBSURFACE DRAINAGE INSTALLATION. E. VERIFICATION OF STRUCTURAL FILL MATERIAL AND REQUIRED COMPACTION. PLUMBING CALCULATIONS WASHINGTON STATE AMENDMWNTS - CHAPTER 29 TABLE 2902.1 GROUP B 57,568 S.F. / 200 = 288 OCCUPANTS 288 / 2 = 144 EA. MALE & FEMALE 5 FIXTURES PER EACH 144 MALE AND 144 FEMALE REQUIRED 16 FIXTURES PROVIDED (8 MALE AND 8 FEMALE) DRAWING INDEX STRUCTURAL ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 206 - 525 -7560 206 - 522 -6698 FAX DALE KAEMINGK CML LAYTON & SELL INC., PS 12515 WILLOWS ROAD NE, SUITE 205 KIRKLAND, WA 98034 -8795 425 - 825 -1735 425 - 825 -1363 FAX JACK SELL MECHANICAL /PLUMBING FRANKLIN ENGINEERING 625 FOURTH AVE, SUITE 202 KIRKLAND, WA 98033 425- 827 -3324 425 - 827 -6252 FAX FRANK ERWIN ELECTRICAL CASE ENGINEERING 10614 BEARDSLEE BLVD., SUITE C BOTHELL, WA 98011 425 - 402 -9400 425 - 4024402 FAX MICHAEL/CASE I ARCHITECTURAL DRAWINGS: AO COVER SHEET CIVIL DRAWINGS: C1.0 COVER SHEET C1.1 NOTES & SPECIFICATIONS C1.2 CITY OF TUKWILA NOTES & SPECIFICATIONS C2.0 TEMPORARY EROSION CONTROL & SEDIMENT CONTROL PLAN C2.1 TESC DETAILS C3.0 SITE PLAN C4.0 GRADING AND PAVING PLAN C6.0 DRAINAGE PLAN C6.1 WET VAULT DETAILS C7.0 WATER & SEWER PLAN C7.1 WATER PROFILE C7.2 HIGHLINE WATER DISTRICT STANDARD PLANS! C7.3 HIGHLINE WATER DISTRICT STANDARD PLANS C7.4 HIGHLINE WATER DISTRICT STANDARD PLANS ARCHITECTURAL DRAWINGS: A0.1 EXISTING CONDITIONS SITE PLAN A1.1 A1.2 A2.1 A2.2 A2.3 A3.1 A4.1 A4.2 A4.3 A4.4 A4.5 SITE PLAN SITE DETAILS FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS BUILDING SECTION WALL SECTIONS WALL SECTIONS STAIR SECTIONS STAIR SECTIONS A5.1 INTERIOR ELEVATIONS A6.1 DOOR & FINISH SCHEDULE A7.1 EXTERIOR DETAILS A7.2 EXTERIOR DETAILS A7.3 INTERIOR DETAILS A8.1 FIRST FLOOR REFLECTED CEILING PLAN A8.2 SECOND FLOOR REFLECTED CEILING PLAN LANDSCAPE DRAWINGS: L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 PLANTING AND IRRIGATION DETAILS L2.1 LANDSCAPE IRRIGATION PLAN L2.2 LANDSCAPE IRRIGATION PLAN STRUTURAL DRAWINGS: 51.0 GENERAL NOTES 51.1,' FOUNDATION PLAN S1. 2ND FLOOR PLAN S1.3 ROOF FRAMING PLAN 82.1 FOUNDATION SECTIONS 53.1 FLOOR SECTIONS 53.2 FLOOR SECTIONS S3.3 FLOOR SECTIONS S4.1 ROOF SECTIONS JUL . 2 6 2010 S4.2 ROOF SECTIONS S5.1 PANEL ELEVATIONS PERMIT CENTER S5.2 PANEL ELEVATIONS S5.3 PANEL CONNECTIONS $5:4 CANOPY ELEVATIONS & MISC. 56.0 DETENTION VAULT FOUNDATION PLAN S6.1 DETENTION VAULT SECTIONS RECEIVED CITY OF TUKWILA MECHANICAL DRAWINGS:. M1.0 HVAC SCHEDULES ,& LEGEND M2.0 FIRST FLOOR HVAC PLAN M2.1 SECOND FLOOR HVAC PLAN M2.2 ROOF HVAC PLAN M2.3 HVAC SECTIONS & DETAILS PLUMBING DRAWINGS: P1.0 PLUMBING SCHEDULES & LEGEND P2.0 UNDERGROUND PLUMBING PLAN P2.1 FIRST FLOOR PLUMBING PLAN P2.2 SECOND FLOOR PLUMBING PLAN P2.3 ROOF PLUMBING PLAN P3.0 RISER DIAGRAMS ELECTRICAL DRAWINGS: E0.0 ELECTRICAL SITE PLAN, LEGEND E0.1 RISER DIAGRAM, SCHEDULES E1.1 FIRST FLOOR OVERALL ELECTRICAL PLAN E1.2 SECOND FLOOR OVERALL ELECTRICAL PLAN E1.3 ENLARGED 1ST & 2ND FLOOR CORE ELECTRICAL PLANS E2.1 ROOF ELECTRICAL /HVAC CONNECTION PLAN NEW RETAINING WALL TOP OF WALL 36' +/- EDGE OF WATER GREEN RI WESTWARD FOOTING EXTENSION LEVEE RFST.ORATION PER US____. ARMY CORPS OF ENGINEERS + N • • ( 10'`_(_30 =' i .. *4 ®■1 ■1 ®0 ■i. 1111■i 11111MIUM .M ME LAWN — ,EMPLOYEE BREAK AREA 'a w w NMI illltlllllilllll ililii1111lll 0® 115s 1111111 il! Illlllll li!II!illlli911!I!I!i!!I •ffi p PANSFORMER / — 1111111MMEEZEMEIMINI MINHIMMMINSMISKIIIMIEMEEMEEI C7C.. = C_ WALK ">0 "11`x,= _ ■®: DETENTION VAULT - REFER TO SHEETS S6.0 & S6.1 DEMO EXISTING STREET ;TREES AND SIDEWALK i PATHWAY HiirLIGHTING BASE PER 23/A1.2 CAST -IN -PLACE CONCRETE SIDEWALK. LIGHT BROOM FINISH ENLAREQ G o,$ITE PLAN 40' -0" 5,- 10' -0" 15' -0" 0 0 3' -6 33' -0" • 3' -6" SIM. SITE PLAN SCALE: 1" = 30' 0 6' -4" 0 u 0 u 31'- 10' -2" 9' -5" 19' -7" ENLAREQ JG o,$ITE PLAN LANDSCAPING 0 • 20 10 30 GRAPHIC SCALE LIGHTING LEGEND a SHOE BOX FIXTURE ON 30' POLE 0-11)-o DOUBLE SHOE BOX FIXTURE ON 30' POLE OO BOLLARD LIGHT 0-• PATHWAY LIGHT ON 12' -15' POLE 3� A1.2 5' -6" 11 " 7' -0" DDCV I 17' -0" 2n `moo` o0C o0C o c Dot- 0 o0C o C odc 3' -6" 5' -6" itv PATHWAY LIGHTING BASE PER 23/A1.2 6' -o" TRANSFORM ER LANDSCAPING 3 0 w A1.2 ENLAREQ Q a,$ITE PLAN b(OEbI9 8 CODE CatiPLIANCE APPrinvep, a ALIs 1 2 2010 City of %mkt PjPING ENVISION STATISTICS: NEW 2 STORY BUILDING 1ST FLOOR - 27,720 S.F. 2ND FLOOR - 29,848 S.F. TOTAL - 57,568 S.F. (GROSS) 100' PARKING: TOTAL PARKING SHOWN - 239 STALLS (5 H.C., 2 H.C. VAN, 226 STANDARD, 6 COMPACT) PARKING RATIO: NORTH NEW 2 STORY BUILDING 57,568 S.F. - 239 STALLS = 4.15 PER 1000 COMPACT STALL % = 6/239 = 03% BICYCLE PARKING = 239/50 = 5 REQUIRED COMP. PLAN AREA - TUKWILA SOUTH OVERLAY DISTRICT ZONING - TUKWILA SOUTH OVERLAY DISTRICT LANDSCAPING co LIGHT POLE BASE PER 16/A1.2 i0 :m 000 000 000 000 • 000 000 000 o"o . 00o 000 000 00o I 0 000 6' -0" `i LANDSCAPING 24 A1.2 A1.2 ENLAREQ �_ , $ITE PLAN somei G : s _ i o RECEIVED CITY OF TUKWILA JUL 2 6 2010 PERMIT CENTER BUILDIN ral U w w 0 0 Emi w 8100 ANDOVER PARK WEST z 0 uJ F- (1) U 0 CO d N U) N M (0 0 N Q 0 to N co U I- 2 U cc 130 LAKESIDE sheet A1.1 7 -26 -10 0o cfl I N N DETENTION VAULT SUBMITTAL CONSTRUCTION SET BUILDING PERMIT SUBMITTAL revision 09 -236 job no. drawn checked BUILDIN ral U w w 0 0 Emi w 8100 ANDOVER PARK WEST z 0 uJ F- (1) U 0 CO d N U) N M (0 0 N Q 0 to N co U I- 2 U cc 130 LAKESIDE sheet A1.1 10" SLAB –ON– GRADE) J 1 10" WALL NORTH VAULT FOUNDATION PLAN NOTES: " _ 11-On 4 - 1. LOCATE PER CIVIL ENGINEER. 2.) DO NOT BACKFILL AROUND WALLS & ON LID UNTIL PLANKS HAVE BEEN INSTALLED AND ALL CONCRETE HAS REACHED 28 DAY STRENGTH. 3.) TOP OF SLAB SHOWN THUS: (PER CIVIL). 4.) SEE SECTION C -6.1 0 WALL PENETRATIONS. 36' -0" CLR. ' -4" 6.1 TYP. E -6.1 VENT N Cn Z W 0 0 0 J J 0 1'- 6" HORIZONTAL IN FILL NORTH VAULT PLANK LAYOUT PLAN NOTES; 1.) LIVE LOAD HS – 20 w/ 2' –O" AT EARTH FILL – NO FIRE TRUCK LOAD. L: \2007files \07080 \SEGALE OFFICE BUILDING –S6.0 –WET VAULT- 48- 07080.dwg, 07- 14 -10, 10:56am, bharatp, 48 1 4 – " – 1' -0" J J 0 J 0 10" WALL 68' -0" CLR. 10" WALL 8" TYP. (PER CIVIL) (PER CIVIL) 8" TYP. I #5 0 10 "oc TOP #6 0 12 "oc TOP 10" WALL SOUTH VAULT FOUNDATION PLAN NOTES: 4 - " _ 1' -O" 1.) LOCATE PER CIVIL ENGINEER. 2.) DO NOT BACKFILL AROUND WALLS & ON LID UNTIL PLANKS HAVE BEEN INSTALLED AND ALL CONCRETE HAS REACHED 28 DAY STRENGTH. 3.) TOP OF SLAB SHOWN THUS: (PER CIVIL). 4.) SEE SECTION C -6.1 0 WALL PENETRATIONS. 68' -0" CLR. (PER CIVIL) J 0 1 5'-O" CLR. 10" WALL 0 6" 1' -6" 10' -0" 12' -0" D-6.1 TYP. SOUTH VAULT PLAN LAYOUT PLAN NOTES: 1.) LIVE LOAD HS – 20 w/ 2' -0" AT EARTH FILL – NO FIRE TRUCK LOAD. 1 n 1' -0" 4 - _ 1' -4" -J 0 J 0 E 6.1 15' -O" CLR. -REVIEWED FOR CODE COMPLIANCE APPINIUED AUb122UU City of Tukwila BUILDING DIVI,SIOP lo- 193 RECEIVED CITY OF TUKWILA JUL 2 6 2010 PERMIT CENTER 00 i- N co ' - C 1 C) ______________ VISION J L M m Cl) 1- m CC 122" PRE STRESSED HOLLOW CORE PLANKS _________ C O ID I:i F -6.1 07080 job no. N. KEOPANYA drawn M. NAZARENUS checked 0) 0 m o ' 0 0 //HORIZONTAL / INFILL G -6 1 // / / / _ 4 ____ 10' -0" 12' -0" D-6.1 TYP. SOUTH VAULT PLAN LAYOUT PLAN NOTES: 1.) LIVE LOAD HS – 20 w/ 2' -0" AT EARTH FILL – NO FIRE TRUCK LOAD. 1 n 1' -0" 4 - _ 1' -4" -J 0 J 0 E 6.1 15' -O" CLR. -REVIEWED FOR CODE COMPLIANCE APPINIUED AUb122UU City of Tukwila BUILDING DIVI,SIOP lo- 193 RECEIVED CITY OF TUKWILA JUL 2 6 2010 PERMIT CENTER BUILDING U 444 0 0 (/) Cs' —J Iz FOUNDATION ETENTION VAULT N w I– 0 0 N N 0 MUELLER w U Z – 1 Q a 0 I- 0 w 2 0 cc Q U) (Ni (0 0 N N N CO 0) 4 W 130 LAKES sheet S6.0 00 i- N co ' - C 1 C) el 0 VISION J L M m Cl) 1- m CC CONSTRUCTION SET in W H 0 Z Q C O ID I:i 07080 job no. N. KEOPANYA drawn M. NAZARENUS checked 0) 0 m o ' 0 0 BUILDING U 444 0 0 (/) Cs' —J Iz FOUNDATION ETENTION VAULT N w I– 0 0 N N 0 MUELLER w U Z – 1 Q a 0 I- 0 w 2 0 cc Q U) (Ni (0 0 N N N CO 0) 4 W 130 LAKES sheet S6.0 NOTE: DO NOT BACKFILL WALLS UNTIL SLAB ON GRADE & PRECAST PLANKS ARE PLACED WITH CLOSURE POURS AT DESIGN STRENGTH, °0 °0° °p 1 0 000000 �� 0 °00 FREE — DRAINING o ° o Oo o OC BACKFILL o° °° O PER GEOTECH ° D o 0 0 w W- to I i+) d 4 (PER PLAN) HOLD 2" CLR. 12x32" KEY AT . WALL DRAIN PER CIVIL TYP. 0 J 0 J 0 /10" C.I.P. WALL w/ #5 H. ® 15 "oc & #6 V. 0 13 "oc HOLD 2" CLR. If #5 V. L © 24 "oc WATERSTOP /SEAL PER ARCH. REINF. PER PLAN. (HOOK ENDS) #5 ® 16 "oc, BOT. CLR. 2' -0" II II I I I--I I I- 111:111=III: ) — #5 CONT. BOT. (2) — #5 CONT. FIN. GRADE IP PER CIVIL 00 $ 0 I 0 o WV) 0) 0 00°00 0 O O O� o 00 oQ° 00 ° L2x2x4 w/ "x6" WHS ® 18 "oc TYP. #6 0 10 "oc HORIZ. OPENING ON 10 FOOTSIDE 0 CORNER BARS 1') TO MATCH HORIZ. - GRATING BY OTHERS (HS 20 -44 LOADING) N 0 J 0 J 0 0 4. HOLD 2" CLR. 10" 2" KEY AL L SIDES PROVIDE HORIZ. CONTIN UITY CORNER BARS EA. CORNER, TYP. #4 E.F. 08 "oc 1 2" CLR. #4 CONT. #4 ©TIES ALONG LENGTH OF BRG. LEDGE TO ENGAGE EVERY THIRD VERT. E.F. IN C.I.P. BEAM TYP. (6) — #5 CONT. (HOOK MIN 8" INTO PERP. WALL, TYP. TYP >24IC 5' -0" VFY. -`i 4 PER PLAN LAP /EXTEND 3' -O" r\ S 10" C.I.P. WALL w/ #5 0 12 "oc EA. WAY AT . w/ FOOTING DOWELS TO MATCH —TOP STEEL PER PLAN r Q. 4- F') 0 J 0 J 0 r p III —III —III — iIII111lli1itl 2' -0" #5 CONT. 0 SECTION B -6.1 (3) — #5 CONT. (HOOK 8" INTO PERP. WALL, TYPICAL) o00o 00 pp o o oo #4 © ®6 "oc 10" C.I.P. BM. PRE —CAST PLANK PER PLAN GROUT SOLID e < C C. v Q G • 10" BEAM I BEARING PER SECT. D -6.1 L3x3x 8 CONT. N EDGE ANGLE w/ #4 6 "oc & #5 VERT. ® 12 "oc #5 CONT. 3" 3— #5 VERT. 0 CORNER BARS CORNER INTERSECTION TYPICAL REINFORCEMENT PLANS 3" — 1 ' -0" 4 — L: \2007files \07080 \SEGALE OFFICE BUILDING —S6.1— SECTIONS- 16- 07080.dwg, 07- 14 -10, 10:56am, bharatp, 16 z 3" — 1•_0" 4 — FIN. GRADE PER CIVIL (2) — #5 CONT. 4 HOLD • • 2" CLR. 10" CUT TYP. REINF. AS REQ'D. & ADD #6x6' -0" H. T & B & #6 FULL HEIGHT EA. SIDE J 0 w a 4 PER PLAN UP' INLET PIPE PER CIVIL GRATING BY OTHERS (HS 20 -44 LOADING) • r D\ r> r 4 r d'' p p. 1111111 11111111 iii =iii =iii= SECTION C -6.1 2" KEY ALL SIDES PROVIDE CONTINUITY CORNER BARS EA. CORNER, TYP. #5 I ® 12 "oc 10' -0" VFY. °0 °0o000 0 000 00 °00 °00 — 1'_0" 4 — (2) — #5 CONT. 10" C.I.P. WALL w/ #5V. ® 12 "oc EA. WAY EMBED VERTS. 2' -6" MIN. INTO WALL BELOW (2) — #5 CONT. HOLD 1 " CLR. (2) — #5 CONT. SECTION G -6.1 1• -0" 4 — — #5 ® 12 "oc MAX. T. &B. #5 CONT. 12 "CLR. OvOppo ° Oppo0 ^ oo J O O p O o 0 0,24— v 0000 O °O oc,oO0 o 2' -6" #4 i ® 12 "oc ROUGHEN SURFACE 4" MIN. AMPLITUDE (2) — #5 CONT. #51 ® 13 "oc EMBED 2' -6 INTO WALL BELOW. ROTATE HOOKS AS REQUIRED TO FIT. GROUT DAM PER P.C. SUPPLIER a "x8" NEOPRENE BRG. BRG. STRIP PER P.C. SUPPLIER FIN. GRADE PER CIVIL PER PLAN HOLD 42 SECTION D -6.1 C PLANK EDGE —6" 6" 3" _ 1 -0" 4 — FO if„._--REVIEWED E COMPLIANCE APRgove° ALJL:i122010 City of Tukwila _BUILDING onnsorti 2" #5 or E.S. OF BLOCKOUT IN PLANK CORE BRG. WALL BELOW WHERE OCCURS PER PLAN PLAN SECTION H -6.7 3" _ 1 • -0" 4 — (0 (2) — #5 CONT. 4 "x32" KEY pp 0 p 0 0 c� C) 0oo 0�o 00o 0 o opo oD o D0Opo OD GROUT SOLID FIN. GRADE PER CIVIL PER PLAN. WALL PER PLAN. REINF. PER SECT. D -6.1 SECTION E -6.1 3" _ 1 -0" 4 — GROUT SOLID BACKER ROD CONT. PER PLAN SECTION J -6.1 — 1' -0" 4 — (o13 RECEIVED CITY OF TLJKWLA JUL'2 6 201 PERMIT CENTER BUILDING TUKWILA, WA. C,) z 0 H w cn DETENTION ASSOCIATES MUELLER w U Z Q J Q Q N U M N rn N U, N M c0 0 N N N CO 4 W J I— I- 4 W w H cc Q 0 130 LAKESIDE sheet S6.1 0o I N� 7 CO O N O I) rJ co N '= a CONSTRUCTION SET 0 w z Q revision 07080 job no. N. KEOPANYA drawn M. NAZARENUS checked am 0 I W '—} o 0 0 13 BUILDING TUKWILA, WA. C,) z 0 H w cn DETENTION ASSOCIATES MUELLER w U Z Q J Q Q N U M N rn N U, N M c0 0 N N N CO 4 W J I— I- 4 W w H cc Q 0 130 LAKESIDE sheet S6.1 12" VENT w /LOCKING COVER, TYP INLET FROM CB1 • IE =19.00 WQ WS +EL =21.00 • • ' - 1.0' 4" PERFORATED PVC PERIMETER DRAIN, TYP IE =16.0 (SEE NOTE) :X! TING G?''..ADE, TYP. 12" VENT w /LOCKING COVER, TYP I 4, O CLEANOUT SHEAR ACCESS RISER GATE w /HANDLE w /LOCKING LID, FINISH RIM EL =26.88 GRADE, TYP. -0. 12"x12" TEE 11.0 ;AIR VENT 12" OUTLET TO EX - 3. VAULT, IE =21.00 12" PIPE EXTENSION OPEN END 15.0' SEDIMENT STORAGE WS EL =14.0 4' .4 SEDIMENT STORAGE =1' NOTE LADDERS NOT SHOWN SECTION D -D: NORTH WQ VAULT END VIEW SCALE: 1 " =5' NOTE: LADDERS NOT SHOWN REMOVABLE BAFFLE 12" INLET FROM CB1 IE =19.00 4" PERFORATED PVC PERIMETER DRAIN, TYP IE =16.0 (SEE NOTE) . 4 . Ln cNi 0 FINISH GRADE, TYP. WATER QUALITY VAULT (STRUCTURAL DESIGN BY OTHERS) INTERIOR DIMS= 15.5'Wx36'L WATER QUALITY VOL= 3,906 CU FT ( REQ'D WATER QUALITY VOL =3,789 CU FT) 5'x10' REMOVABLE GRATE WATER QUALITY (DEAD STORAGE) WS EL 21.00 1 77 FLOW BOTTOM EL =13.00 12" SD 11.0' 12"x12" TEE 12" SD PIPE EXTENSION OPEN END SEDIMENT STORAGE WS EL =14.00 0 REFER TO VAULT DESIGN FOR FOUNDATION REQUIREMENTS (DBO) GRADE EL =26.57 12" VENT w/ LOCKING COVER, TYP INLET FROM CB1 IE =19.00 4" PERF PVC PERIMETER DRAIN IE =16.0 (SEE NOTE) A CC_ ACCESS RISER w /LOCKING LID, RIM EL= 26.88 GRADE EL =26.89 NOTE: VAULT TOE NOT SHOWN • 36.0' SECTION C -C: NORTH WQ VAULT ELEVATION VIEW (LOOKING EAST) SCALE: 1"=5' 11.0' 4 w ce WATER QUALITY VAULT (STRUCTURAL. DESIGN BY OTHERS) INTERIOR DIMS= 15'Wx37'L WATER QUALITY VOL =3,906 CU FT (REQ'D WATER QUALITY VOL =3,789 CU FT) 4" CI FLAP VALVE, CLOW OR APPROVED EQUAL IE = 16.0 FLOW O•1 •1 I• ,r =27.29 •.1 .'1 •.1 '• I SPILL 4,4 ,3,♦�.•3�* *****4 p ****1 •4 441 04•40.4.11■Attrial - Aniv.465171.0-10,0vartme 5'x10' REMOVABLE GRATE GRATE EL= 27.29 ■ ow. L =27.42 OUTLET IE =21.0 /11 - 4 "x4" DI TEE (BELL) 2 - 4" DI NIPPLES 2 - 4" DI x PVC FLEXIBLE ADAPTERS 1 - 4" DI PIPE (FL x PE) IE = 16.0 TO EX VAULT (SDMH2)! 36.0' NORTH WQ VAULT PLAN VIEW SCALE: 1" = 5' 2 CLEANOUT SHEAR GATE w /HANDLE TOP EL =23.50 (INTERIOR) 12" OUTLET TO EX o� VAULT, IE =21.00 GRADE EL =27.14 ACCESS LADDER, TYP �c GRATE EL= 27.42 GRADE EL =27.47 12" SD CLEANOUT SHEAR GATE w /HANDLE 5'x10' REMOVABLE GRATE RIM EL =26.94 12" OUTLET TO EX 30" SD, IE =20.00 4" PERFORATED PVC PERIMETER DRAIN, TYP IE =15.0 (SEE NOTE) GRADE EL =26.63 PVC PERF PERIMETER DRAIN IE =15.0 (SEE NOTE) 3 E 1"0 AIR VENT 12 "x12" TEE 12" PIPE EXTENSION OPEN END TO DOWNSTREAM SYSTEM SPILL CONTROL TEE DETAIL SCALE: 1 " =4' DRILL 1 "0 AIR VENT IN TOP OF TEE olig■loop■- uy r ,r) z 12" VENT w /LOCKING COVER, TYP INLET FROM CB8 IE =18.00 CLEANOUT SHEAR GATE, w /HANDLE x10 REMOVABLE GRATE RIM EL =26.94 1.0' 4" PERFORATED PVC PERIMETER DRAIN, TYP IE= 15.0 (SEE NOTE) _../ WET VAULT (STRUCTURAL DESIGN BY OTHERS) INTERIOR DIMS= 15'Wx68'L WATER QUALITY VOL =7,140 CU FT ( REQ'D WATER QUALITY VOL =7,047 CU FT) GATE w /HANDLE 4 FINISH GRADE, . 12 "x12" TEE 1 "0 AIR VE in WQ WS EL =20.00 `V O In OPEN END SEDIMENT STORARE!WS EL =13.0 • • 4.. 4 . •1 SEDIMENT STORAGE =1' 12" PIPE EXTENSION NOTE: LADDERS NOT SHOWN SECTION F -F: SOUTH WQ VAULT END VIEW SCALE: 1"=5' FINISH GRADE, TYP. NOTE: LADDERS NOT SHOWN EXISTING GRADE, TYP. ir 12" VENT w /LOCKING COVER, TYP y :• • 12 "x12" TEE 12" SD PIPE ^o, EXTENSION BOTTOM EL =12.00 OPEN END SEDIMENT STORAGE WS EL =13.00 0 WATER QUALITY (DEAD STORAGE) WS EL= 20.00 p FL 0 0 68.0' REMOVABLE BAFFLE 20.0' REFER TO VAULT DESIGN FOR FOUNDATION REQUIREMENTS (DBO) SECTION E -E: SOUTH WQ VAULT ELEVATION VIEW WET VAULT (STRUCTURAL DESIGN BY OTHERS INTERIOR DIMS =15'Wx68'L WATER QUALITY VOL =7,140 CU FT ( REQ'D WATER QUALITY VOL =7,047 CU FT) GRADE EL =26.62 (LOOKING EAST) SCALE: 1"=5' GRADE EL =27.24 fr ACCESS LADDER, TYP L • - •. 'I "- 12" VENT w/ 4 ( LOtKING COVER, TYP • 1� GRADE EL =26.96 - GRADE EL =26.95 SPILL CONTROL TEE • • • v 3 • • APPROVED AUG 0 5 2010 City of Tukwila PUBLIC Works GRADE EL= 26.78 INLET FROM CB8, IE =18.00 FROM CB8 vir TOP EL =22.50 (INTERIOR) INLET FROM CB8 IE =18.00 REk7EW• CODE EDF pR AOCE E ,eU,4a!N Tu1 *A / ACCESS LADDER, 'TYP . 4 a; • 1 • I'" GRADE EL =26.89 d,46GRADEEL =26.94 r'7'wv / .1-0-40#4, to. ht.'" OUT a I -2 F 0 EX 30" SD 4.. 68' •. w 20' 4" CI FLAP VALVE, CLO OR APPROVED EQUAL, IE = 15.0 1 - 4 "x4" DI TEE (BELL) 2 - 4" DI NIPPLES 2 - 4" DI x PVC FLEXIBLE ADAPTERS 1 - 4" DI PIPE (FL x PE) IE = 15.0 GRADE EL =27.57 ETH WQ VAULT PLAN VIEW SCALE: 1" = 5' GRADE EL =27.10 4 GRADE EL =27.22 Z J ACCESS RISER w /LOCKING LID, RIM EL= 26.86 RECEI�� CITY OF TLI LA JUL 2 6 2010 P� CENTER 000 co N N co 000 00 n o v) f.n 3z w za >L 0 0 0 C W D I- V)V)� w o Cu w 0 O ( X z 0 z J J W z 0 1- >- J L 0 W 0■ 1 0 pel 0 CO z 0 1- _z = co FAX: 825 -I363 CC )- z C. 0 0 } 1- J 0 1 0 w 0 i 0 0 w 0 0 0 w 3- J 3- I- I- < z J Q 3- 1- J 0 3- 0 Q J Q 3- 1- (n 0 J 0 3- w z z 0 0 w w ca 0 (y Cr) C13 a. 0 m _ Z CO. < cj Ci) 03 T PROJECT NUMBER: 321 -33 REVISION NUMBER: 4 0' 7- n co c0 0 0, N-, 01°D V O n N Q J O ON = N 1- X Q * u_ U O Qwo C) ~ Y u) CC * �n N GL O 0 W J LLI 03 a0 tai Z m W O m w 0_ in I- DRAWING NUMBER: C6.1 CONSTRUCTION SET 0 COASTAL & WWW. SEGA LEPROPERTIES. COM O N u7