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Permit D08-399 - WELLS FARGO - DETENTION VAULT
WELLS FARGO DE'd'ENTION VAULT 6815 S 180 ST D08 -399 Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Tenant: Name: WELLS FARGO DETENTION VAULT Address: 6815 S 180 ST , TUKWILA WA Contact Person: Name: ALI SADR Address: 18215 72 AV S , KENT WA 98032 Phone: 425 251 -6222 Contractor: Name: POE CONSTRUCTION Address: PO BOX 1838 , AUBURN WA 98071 -1838 Phone: 253 833 -2400 Contractor License No: POECOI *247QZ DESCRIPTION OF WORK: CONSTRUCTION OF STORMVVATER DETENSION VAULT Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 CitAf 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 Owner: Name: FIRST INTER BNK- KIRKLAND Address: WELLS FARGO BANK - 92685 , PO BOX 63931 94163 Phone: $45,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -399 Issue Date: 10/21/2008 Permit Expires On: 04/19/2009 Expiration Date: 05/01/2009 Fees Collected: $1,511.80 International Building Code Edition: 2006 Occupancy per IBC: U D08 -399 Printed: 10 -21 -2008 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 lime: 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: Print Name: doc: IBC -10/06 City PTukwila 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 N • Permit Number: D08 - 399 Issue Date: 10/21/2008 Permit Expires On: 04/19/2009 Date: 1011/1/1 I hereby certify that I have read and a .'tj ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit • • s not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ce of work. I am authorized to sign and obtain this development permit. Signature: Date: lA awl 0� 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. D08 -399 Printed: 10 -21 -2008 Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Tenant: WELLS FARGO DETENTION VAULT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Permit Number: D08 -399 Status: ISSUED Applied Date: 08/12/2008 Issue Date: 10/21/2008 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: 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. 9: 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. 10: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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 doc: Cond -10/06 D08 -399 Printed: 10 -21 -2008 0 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 Building Official from requiring the correction of errors in the construction documents and other data. 16: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 17: Top of the vault access ladder shall be anchored to the inside top of vault lid next to access opening. 18: Applicant/contractor shall follow April 7, 2008 Geotech Report prepared by GeoEngineers at (253) 383 -4940. Prior to final permit sign -off applicant shall submit a letter from the geotechnical engineer certifying that the subject vault was installed in accordance with GeoEngineers Storm Vault Report dated April 7, 2008. doc: Cond -10/06 * *continued on next page ** D08 -399 Printed: 10 -21 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 • 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 Date: // 0 �G D08 -399 Printed: 10 -21 -2008 SITE LOCATION Site Address: 6815 South 180th Street Tenant Name: Wells Fargo Bank Property Owners Name: F irst international Bank Mailing Address: P. O. Box 63931 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Ali Sadr, Barghausen Engineers Mailing Address: 18215-72nd Avenue South E - Mail Address: asadr@barghausen.com GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Poe Construction Mailing Address: Contact Person: Kevin Tinsley E - Mail Address: kevin@poeconstruction.com Contractor Registration Number: POECOI * 2 4 7QZ ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Craft Architects Mailing Address: Contact Person: E -Mail Address: Mailing Address: CITY OF TUKWILr Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatulcwila.wa.us 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 ** 1519 West Valley Highway, #103 1932 First Avenue, Suite 408 Kathy Reichs Contact Person: Al Sadr kathy@craftarchitects.com ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Barghausen Consulting Engineers 18215 -72nd Avenue South E - Mail Address: asadr@barghausen.com Q:\Applications \Forms- Applications On Linc\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Perm.L No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 1202 King Co Assessor's Tax No.: 362304-9017 and 9095 Suite Number: Floor: New Tenant: ❑ Yes Elc. No San Francisco City Day Telephone: Kent City Fax Number: Auburn CA State 94163 Zip 425 251 -6222 WA 98032 State Zip 425 251 -8782 WA 98001 Cit State Zip Day Telephone: 253- 8 3 3 - 2 4 0 0 Fax Number: 253 939 -4805 Expiration Date: 5/1/2009 Seattle WA 98121 City State Zip Day Telephone: 206 7 2 0- 7 0 01 Fax Number: 206 720 -2949 Kent WA 98032 City State Day Telephone: 425 2 51- 6 2 2 2 Fax Number: 425 2 51- 8 7 8 2 Zip Page l of 6 BUILDING PERMIT INFORM ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 45,000 Scope of Work (please provide detailed information): Construction of stormwater detention vault. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -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. Q:\Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor 2n Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORM ION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 45,000 Scope of Work (please provide detailed information): Construction of stormwater detention vault. Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -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. Q:\Applications \Fortes- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review -- Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 OWNS OR THORIZED AGENT: Mailing Address: 16D 1D- a Signature: Print Name: Date Application Accepted: Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Day Telephone: City Date: S 1 12-1M `fay - 40 2 2- -- State Zip Staff Initials: Pagc 6 of 6 Payee: CRAFT ARCHITECTS, PLLC ACCOUNT ITEM LIST: Description rdor.• Rerpint -f18 BUILDING - NONRES PW BASE APPLICATION FEE STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3768 1,016.50 000/322.100 000/322.100 000/386.904 RECEIPT Parcel No.: 3623049095 Permit Number: D08 -399 Address: 6815 S 180 ST TUKW Status: APPROVED Suite No: Applied Date: 08/12/2008 Applicant: WELLS FARGO DETENTION VAULT Issue Date: Receipt No.: R08 -03579 Payment Amount: $1,016.50 Initials: JEM Payment Date: 10/21/2008 01:42 PM User ID: 1165 Balance: $0.00 Account Code Current Pmts 762.00 250.00 4.50 Total: $1,016.50 PrintArl • 1n-21-2(1A Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Applicant: WELLS FARGO BANK Receipt No.: R08 -02902 Initials: User ID: Payee: JEM 1165 ACCOUNT ITEM LIST: Description 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 BARGHAUSEN CONSULTING ENGINEERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 66556 495.30 PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/345.830 495.30 Total: $495.30 • Permit Number: D08 -399 Status: PENDING Applied Date: 08/12/2008 Issue Date: Payment Amount: $495.30 Payment Date: 08/12/2008 09:23 AM Balance: $766.50 6003 08/12 9710 TOTAL 495.30 doc: Receiot -06 Printed: 08 -12 -2008 ProjeL,, ` �{ `' , Type of Inspection: Address;., Date Called: Special Instructions: Date Wa ted: t •- 1 p.m. Requ ter: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT! NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bob -3i% PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Pov-AA;k (IcrtAnZleico cf or: $6 REINSPECTION FE REQUIRED. rior to inspection, fee must be ‘ aid at 6300 Southcenter B d., Suite 10 . Call to schedule reinspection. Dat Receipt No.: 'Date: ,2 COMMENTS: p . . 6 Foal ■' -- A-pt A-p rm J 4 2 F � ait�l � B� �� New .) Sope rit (eosvcare -4 2 —A-Hoot-c0 Special Instructions: Date Wanted:- 2 " Z- �— 05 I L 1 l L° 41ett -If CTN Requester: krX 3 &a `14Tg 3- �3-q Phone No: i (iNt;e UicNr u ; 1.10 — 04-ar `. Projec f l e t 1c, A JGO Type of Inspection: ' � I ni A L-- Address : Co S S- i e-.)O Date Called: � Special Instructions: Date Wanted:- 2 " Z- �— 05 � m 3 p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. • or: 1 Receip No.: INSPECTION RECORD Retain a copy with permit (Date: PERMIT NO. (206)431 -3670 Date: - $6 e . 1 0 REINSPECTION FEE 'REQUIRE q. Prior to inspection, fee must be pa' . =t 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Project: ` t / e ' / / 5 / 1 tGa /k/ Type of Inspection: ✓- /) .0 ,5 / - 4),e/4" Address: l- 8rs S /90,97t Date Called: Special Instructions: Date Wanted: / a.m Requester: Phone No: 4 7 / 25 - 94 Z 6'5 Z INSPECTION RECORD Retain a copy with permit INSION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 45f COMMENTS: Insp- tor: receipt No.: led /tZ Q)JSt Date: $69. ' 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Sid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Date: Project: 4/iJ/s * Type of 1 pection: pP /� / `[ )4.4 /flt Add. s„ /S f 5 v Date Call d: Special Instructions: Date Wanted: I --.7 m. Requester: Phone No _ eV t G -35 > - i.?<<S INS CTION RECORD etain a copy with permit A3 _ INSPE O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9 ' - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: jloi j s eri / TNs /r f; Ox/ s ;,Q ecto Date: .00 REINSPECTION FEE 'EOUIRED / Prior to inspection, fee must be Id at 6300 Southcenter Bl Suite 00. Call to schedule reinspection. Receipt No.: 'Date: di; Project: Type of Inspection: Address: �1v Pp to t� c�i� �r Date Called: ` Special Instructions: i . Dade Wanted: 12 I l l i 6.1; p.m. Requester: . Phone 2 q ill I. 165 7 baS- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 (kl 05.Ac J r at Insp:' tor: p 0.00 REINSPECTION E REQUI ED. 'Prior to inspection, fee must be id at 6300 Southcenter ° lvd., Suite 100. Call to schedule reinspection. Rec - pt No.: A Date: I Zt Date: Project: Ott Ili �Sr�t Type of Inspection: — Rv , Address: 6gj� ►� 5f D ate Called: oalOS Special Instructions: 11 //a ) r pet d f Date Wanted: oolloe h 0 a p.. m. Request Phone No: dap 5sI -097 cl INSPECTION NO. INSPECTION RECORD Retain a copy with permit Th8-3n PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: l>" $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Date: (i f /o f IMAM I (r a zwi &'ASSOCIATES, INC. March 23, 2009 Kathryn E. Gordon Project Manager Puyallup Division GEOTECHNICAL ENG�KR • ENVIRONMENTAL ENGINEERING CONSIWCZI41N�STING & INSPECTION DEVEI OPA.c:• ICA No. 066 -08227 Permit No. D08 -399 City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Wells Fargo — CV Operation — Detention Vault 6815 S. 180 St. Tukwila, WA To Whom It May Concern: In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete To the best of our knowledge, all work which has been tested and /or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC CC: DCI Engineers - Attn: Doug Wilson Poe Construction - Attn: Kevin Tinsley Craft Architects - Attn: Chris Thome With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 0 & ASSOCIATES, INC. RECEIVED GF DIEUFINICAI. ENGINEERING • ENVIRONMENIAL ENGINEERING FEB 0 2 ?009 January 26. 2009 Mr. Chris Thorne Craft Architects 1932 First .Ave. #408 Seattle, WA 98101 RE: Special Inspection Wells Fargo — CV Operation Tukwila. WA Dear Ms. Peterson, CONSTRUCI TESFING & INSPECTION KA No .066 PectniNo. 1)08 -399 In accordance with your request and authorization. our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on January 14, 2009. Copies of our inspector's field reports are attached. Unless otherwise indicated. the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions. or if we can be of further assistance. please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted. KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila DC( Engineers — Arm: Doug Wilson Poe Construction — Attn: Key in Tinsley- Of fices Serving The Western United States 922 'v iIley : \\,,nue \i\6 ~rote 11)1 • Pu:.:)Iliin washmet ii 98171 • (2.51) 939 -2500 • Fax' ( 53) 010.2:56 0 ;116■7 IMAM II= AO 6110 DATE. -/4 - PROJECT # C&&_ ?4 PROJECT: - 1,/ LOCATION: /5" KRAZAN PROJECT MANAGER: / -2/ C, e- ti- C, S C- • Al d c . c- " /7 5/ / » /,L.v /74°C� eye Superintendent/Representative: azari & Associates, Inc. c- ■•■ FIELD REPORT NO: CONTRACTOR 74 . t e -; JURISDICTION. ,e4 PERMIT #: pc.Z-% - 3 .. 0 INSPECTOR: / L /4.J WEATHER: C ) 11,11, TEMP: zk ST-,7Z..= /9 i57 642) XL. 0 c-- L.A /2 E4e /'4: '5 ■fr 4 A V21 5--- F " 41,4- c_c S., vr „, • , C. , .1) 5 1- 3 /yr 4. //:-.) (2. A-L ,/ c C.: c' /..274. / (2 x-05 ) A L- - j - Lh_ C.3) / C r. )‹ /2 — /774 /VC; Z. — A--/ ".././ / ) e" A.4..//2 /9 /C4:. L 4 c. €.' z72._ TS it p/Z". / /7 1 =7 C_ L. S - /2? C.. .e, ,.:_.k,. ( /.4) , ...- - y - , ......c.: 7 -1,---r_.7 AO c.;-• /3./ .., fe-,--/-L_ Ater_e ) 17/ S / ,0 c ,L 7 / 5 / 77/ 1Z . L. -': g ) 5 . ze 5/7 /1 c / 4 (:) 7 _..,./ ) / / .4 /4 4 ,- c I; f f.-;,_?,-- -- . P2._ ./ 2 - #'Y ef , c,,,. 7 - y --- , r)c. •: (..- 4.- 5 L - - - - - • A 5 T ,- 4 .-- c.:" ` ) 'V-- ., // ,.... (e ki / li 5 .- ,-. 7.i c-...- - - 4... 0 ) cr 4 7--4 /L.; /2 /54-- i 0e74'L / Z / /6 4/4.... / 4 9 1 ' /77 /c / 4i7S c:/c= -37,-)er)e. t/24- - 4. Sc-'%2 L:77 3 9 1‘. I/6/ 0 Z_L / 4 Ai - A ec,. 4;4, c s . /C " / - 61,,Z / "S48, / 27 4.( //'L cif) r ( ) C ) A 5c C-; ZA y ,c7 s / C, L r y _ 5E_ 6 4 ,7,Li , /1 C. /51 4 CA 5r 6) _.";",1 L cr .41/ x // '2 C C/4 7 (4) 6 4:a..;- (42- s 5" 6) ?; C 0 / 4-- 7 A /" 5 /4.1 rt: e es .1i :r L;rs uIctr -e,:_;orornetki( Technician: Serving the Western United States It • . “Ion 1•Art '• c- January 13, 2009 Mr. Chris Thome Craft Architects 1932 First Ave. #408 Seattle, WA 98101 Dear Ms. Peterson, Kathryn E. Gordon Project Manager Puyallup Division QEOTECHNICAL ENGIN - EERING • ENVIRONMENTAL ENGINEERING CONSTR'UCTION TESTING & INSPECTION IAN 21 pnnrllYIUJ 1TY o LOP RE: Special Inspection Wells Fargo — CV Operation Tukwila, WA In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors on January 5, 2009. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our : t4253) 939 -2500. Respectfully submitted, - • — --- KRAZAN & ASSOCIATES, INe- -- . • ••• CC: City of Tukwila DCI Engineers — Attn: Doug Wilson Poe Construction — Attn: Kevin Tinsley & ASSOCIATES, INC. Offices Serving The Western United States KA N • :. , -08227 Pe it o. D08 -399 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 X8221 DFR MP in 041 an & Associates, Inc. GEOTECHNICAL ENGINEEP NC • CNVIRONMENTA,_ ENGINEERING CONSTRuCT:ON TEsT AND INSPECTION DATE: I O . O 9' PROJECT #I6{p - 6 e zz PROJECT: 4Vg4 z - e'POivE,e' % LOCATION:4s7 e,,j ► ,41 $90 KRAZAN PROJECT MANAGER: .eE //1 /SPf_L ,VM uo i? C _,o e melee ror,, O Tr, r< ri'va d27p7.4c rime 7 CR.re ed- oAet_r ecete be/crcT As // h`�'l6wr 7›.,,e/m Fie .Q-f /.A1r. ,2Ao,R / Z - V I 'f= Y /ZflilgireW7 2& p JV1 Ansf p 2,40 ',.r' /C 417c /toJ .4N !) /Nf e ,e G -',Q, (C ,P,42AN) 2 ,WO 7 AD,R7 22 5 /", , f7ir A "`"7"ft,9 7 71f/,4G ICAO/PC //to s d'fre / PF//2 %�1• w f - G',/ 4 7,4f CLJ'A.e. ee >r p frf,f1 ? •p - 77 1 F . .k./f9 /fir .r42f. iclt!®Cer drA7,(!LF 7 Cowe /m 5 /E C $} rJS 5‘'/LA!/'� ,e7o0 Ae 4#1 770cc et 7f..e0w' .D G41 Ll r ocE ' i d r. fry oe el,OA-4/e // , 4f,7 `Acif- - risiq.tJf 9 /Asie∎f Pezo, SON er - eta o s4•r• w E/6Y7J p 41.A /2 eze zJ•ebeGei, gAegd r fe•v - o,' yjf e 2s ,fm,c_A, c ater 4 0,47W 4.4 -pzE'4 ins ex• ,,.v E / fTai - 4+r v-,dgf 5404 C420e l l- . // c>..( ,.v r.OeG O? Fors Mie 0 �. 1 2.taar GlegAPX+J cforz t 4.grgme - eves. , ‘" / f.. leowe6•le-Or D$d�2ve „ J 5 Equipment/Asset Number(s): To te oest cf "y urowledge. te cbc■ Superintendent /Representative: This :ieid - epor•. , ndicates our insoectc s observation and `esting - esults cased on :he site oanditicn and oontractcrs activities. This nformation :s suoject :o review prof to final submittal. By signing his - epor•, our nspector does not accept •escorsibility validity of - esuits. Some nfcrnation on his eccr' nas been provided oy others on site. ' 02 FYI fi P,p', .I Techn• FIELD REPORT NO: 103363 CONTRACTOR: ze C€, Jcr,o.✓ JURISDICTION: 2zp, u>,00 PERMIT #: - 256 4 j --797 INSPECTOR: ` '/?ft7ES a //- d W 1 i301) WQLniO4. W EAT HER:p(/ j?r TEMP: d r- 0 VAS NOT performea •r cccordcrce •Nltt" 'he cpercvea plars. sceclficatiors, crd regulator/ recuirerret r\�� \ Serving the Western United States Rev/ ` ion EifllI:4t•')nli• .: I ,17 GEOTECHNICAL ENGINES G • ENVIRONMENTAL ENGINEERING CONSTRUCT TVSTING & INSPECTION January 6, 2009 l+ KA No. 066 -08227 !,� ',' Q` Permit No. D08 -399 0 Mr. Chris Thome Craft Architects 1932 First Ave. #408 Seattle, WA 98101 azan & ASSOCIATES, INC. RE: Special Inspection Wells Fargo — CV Operation Tukwila, WA Dear Ms. Peterson, In accordance with your request and authorization, our firm performed special inspections for the above- referenced project. The inspections were performed by our inspectors on December 29, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Samuel H. Hyatt Project Manager Puyallup Division CC: City of Tukwila DCI Engineers — Attn: Doug Wilson Poe Construction — Attn: Kevin Tinsley Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08227 DFR U UM f119/411 arl 81 ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12 -29-08 CONTRACTOR: Poe Construction PROJECT #: 066-08227 PERMIT NO: D08 -399 PROJECT: Wells Fargo CV- Operations INSPECTOR: George Naill LOCATION: 6815 S. 180'" St JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Superintendent/ Representative: Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. and found reinforcing to be complete per plans and specs. FIELD REPORT NO.: 8227DFR122908 -gn WEATHER: Cloudy TEMP: 39 F Arrived on site as requested by the contractor to perform reinforcing steel inspection in conformance to project plans and specs. 2) Performed visual inspection of detention vault walls reinforcing steel for perimeter and interior support walls 3) Placement inspector to final verify all clearances and visually inspect to ensure that a debris have been removed from formed area prior to the placement of concrete. Equipment/Asset Number(s): To the best of my knowledge, the above WAS El I WAS NOT 0 performed in accordance with the approved plans. specifications. and regulatory requirem Technician George Naill Offices Serving the Western United States Form 1501 r 2 Effective Date. 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. colloros + smith structural engineers 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p:425.369.1101 • (.425.369.1157 RECEIVED CITY OF TUK\MLA AUG 12 2008 PERMIT CENTER Tukwila Wells Fargo Detention Vault Project Tukwila Wells Fargo Location City of Tukwila Contractor David Hartley 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Structural David Wheeler, EIT Project Number 08 -091 Date July 14, 2008 vOe n t--0% CE CODE WOOD Ot 1 1 6 �� 8 EXPIRES + 1 /2j24) - -"' FIE COPY Wells Fargo Vailts - Permit 7/14/2008 Page 1 of 18 b 0 1 luvwa)t wn llllllllll . o- . I .o-.l�rw w ca' scot/ac/wl/..0 wu - apl \�++�++\laxi \mwl \'sou }IBVM YUM iL SNOtLVIBdO AO - MUM BTBM NV�d 30VNMl0 MOM OW OMOVklO LIMY OMAN an Am 1aI 111■W WWII MD 01 OEM g Z 1L L (9 a Z ; cc 0 ° cc F r �� LL R yg? E Wan ay. 10188 NQIONHBVM '3111V36 SOP aiiis 31BAV 18th X081 1-4V!I3 1 . 10 4 8 t 4 . CIS s . 1 .:4/�3ir lix�t at: Y"§ • coe s«.I NOM _ �r = - -=" . - tw .. 'IT Immo rffi ,r 1..W.• MVOS W1tn na3 %MOWS Wel to art Ll OMS° 1 xvj no- MOW) zzzs- tsdszd P non w VON KO OS 311N3nv ONZL SIZRI o' s -� ff : - t.� EAST VAULT ol V ilife F'7e EWA Amalie OW rm)t April 7, 2008 Craft Architects 1932 First Avenue, Suite 408 Seattle, Washington 98101 Attention: Kathy Reich Subject: Stormwater Vault Wells Fargo Proposed TOC Annex Tukwila, Washington File No. 5206- 008 -01 INTRODUCTION DESIGN CONSIDERATIONS GEOENGINEERSQ GeoEngineers was requested by Barghausen Engineers to provide geotechnical consultation for the stormwater vault at the Wells Fargo Training Operations Center (TOC) in Tukwila, Washington. We have reviewed the plans they supplied, and our geotechnical report on the subject site dated April 17, 2007. Our services are being provided in accordance with our February 19, 2008 services agreement and March 31, 2008 change order. Our comments are presented below. The proposed vault will have plan dimensions of about 85 feet by 21 feet. The bottom of the vault slab will be at about Elevation 15.5 feet. Based on our prior subsurface exploration at the site the soil in the vicinity of the stormwater vault location should comprise an upper silty fine sand layer that is underlain by silt and sandy silt. We encountered groundwater at about Elevation 16 to 17 feet during exploration. However, we judge that the seasonal high groundwater level is higher. We recommend the following geotechnical criteria be considered in design of the stormwater vault. • We estimate a typical seasonal high groundwater level at about Elevation 20 feet (approximately 6.5 feet below existing grade). • We estimate the unsaturated soil unit weight above groundwater is approximately 110 pounds per cubic foot (pcf). • We estimate the buoyant soil unit weight below groundwater is approximately 40 pcf. Our recommended lateral earth pressure criteria for design are presented below. Active Earth Pressure (Above Groundwater) = 35 pcf Active Earth Pressure (Below Groundwater) = 80 pcf At -Rest Earth Pressure (Above Groundwater) = 55 pcf At -Rest Earth Pressure (Below Groundwater) = 86 pcf Passive Earth Pressure (Above Groundwater) (F.S. = 1.5) = 270 pcf Passive Earth Pressure (Below Groundwater —130 pcf Wells Fargo Vailts - Permit 7/14/2008 Page 3 of 18 Craft Architects April 7, 2008 Page 2 File No. 5206- 008 -01 CONSTRUCTION CONSIDERATIONS LIMITATIONS Wells Fargo Vailts - Permit 7/14/2008 Page 4 of 18 The pressures presented assume that backfill placed within 2 feet of the walls is compacted by hand - operated equipment to a density of 90 percent of the maximum dry density (MDD), and that drainage measures are included above the estimated seasonal high groundwater elevation. The above values are for walls that retain native soil. Hydrostatic pressures have been included below groundwater. The recommended pressures do not include the effects of surcharges from surface loads. If vehicles will be operated to within one -half the height of the wall, a traffic surcharge should be added to the wall pressure. The traffic surcharge can be approximated by the equivalent weight of an additional 2 feet of backfill behind the wall. Retaining walls founded on structural fill may be designed using the allowable soil bearing values and lateral resistance values presented in the "Shallow Foundation Support" section of our geotechnical report. We estimate settlement of the stormwater vault structure should be minor provide the vault subgrade is prepared as recommended below. Excavation for the vault will likely encounter groundwater. Accordingly, temporary excavation dewatering will be required. Soft, wet subgrade conditions are likely to be encountered in the vault excavation Below the base of the slab on the stormwater vault, we recommend placing at least 24 inches of 2 -inch minus crushed ballast rock with a geotextile fabric for separation between the native subgrade and the ballast. Quarry spalls are an acceptable substitute for the ballast. If quarry spalls are used, we recommend the geotextile fabric not be placed. The spalls should be carefully tamped into the bottom of the excavation to bridge the underlying soft, wet subgrade soil We have prepared this report for the exclusive use of Craft Architects, Wells Fargo Bank and their authorized agents for the TOC Annex project in Tukwila, Washington. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in the field of geotechnical engineering in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. GEOENGINEERSI Craft Architects April 7, 2008 Page 3 We appreciate the opportunity to work with you on this project. Please contact us if you have any questions, or require further consultation. Sincerely, GeoEngineers, Inc. D. Craig Royer Geotechnical Engineer J Garry H. Squires, PE, LEG Principal DCR;GHS:tt TACO:1515206008\01 \Fin als152060080 I L.doe Disclaimer: Any electronic form, facsimile or hard copy of the original document (email, text, table, and /or figure), if provided, and any attachments are only a copy of the original document. The original document is stored by GeoEngineers, Inc. and will serve as the official document of record. cc: Jack Jacobs and Ali Sadr Barghausen Engineers 18215 72 Avenue South Kent, Washington 98032 File No. 5206- 008 -01 e: 25824 p .. . 14 M.. V,7m crk,I EXPIRES 10/23/C Wells Fargo Vailts - Permit 7/14/2008 Page 5 of 18 I GEOE NG I N EE RSO CONCRETE TECHNOLOGY CORPORATIOIN147207" I1 Pa 8'l JI 12 °' HOLLOW CORE SLAB = Number of Filled Voids required for 2' -0" at each end of each slab. 11 Strands 14 16 18 20 22 24 26 28 30 GENERAL NOTES: 45 KIP OUTRIGGER ON 18 "x18" PADS @ 15' -0" O.C. SIMPLE SPAN (ft) 32 34 36 38 1.) A minimum cover depth of six inches OR a three inch thick cast in place concrete topping slab is required. 2.) Simple Span is centerline of bearing to centerline of bearing. 3.) Knee walls are required at all manhole and vent openings. 4.) Interpolation between strand contours is acceptable. DO NOT extrapolate beyond the bounds of this chart. 5.) Soil cover is assumed to be uniform. 6.) Except as noted, soil cover unit weight is assumed to be 120 pcf. 7.) Minimum span length = 14' -0 ". 8.) The values shown on this chart are in compliance with IBC 2003 & ACI 318 -05. 8/15/06 MANUFACTURERS OF PRESTRESSED CONCRETE • TACOMA, WASHINGTON 11 Project Information Tukwila Wells Fargo Project Number 08 -091 Detention Vault 1 -Cell City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Geotechnial Report Reference GeoEngineers File Number 5206 - 008 -00 Dated April 17, 2007 Vault Geometry Length Width Lid Thickness Soil grade over vault Max. Min. Design W.S. Freeboard Under Side of Vault Lid Top of Vault Lid Vault Bottom Footing Drain Elevation . Loading Criteria AASHTO Loading Surcharge Equivalent Loading Geotechnical Design Values Allowable Soil Bearing Native Soil 3,000 psf Struct'l Fill 3,000 psf EFP act1Ve Drained EFP Saturated EFP passive EFP uniform - seismic EFP uniform - gravity Friction Coeff. Soil Density Lid Density Material Strengths Concrete Walls Footings Lid Reinforcing Steel Rebar WWM Detn Vault EAST.xls 1 7/11/2008 4:09 PM 55 pcf 86 pcf 130 pcf psf psf 0.40 110 pcf 84 pcf East Vault 84.00 ft - Interior Dimensions 20.00 ft - Interior Dimensions 1.04 ft 27.20 ft 27.20 ft 24.10 ft 0.50 ft 24.60 ft Wall Height 8.35 ft Soil Cover 1.56 ft - Maximum 1.56 ft - Minimum 25.64 ft 16.25 ft 17.00 ft - Tie 4" perforated pipe to Pessure Relief Valves 45 kip plf where pressures overlap [H20, H25, 45 kip] 205 psf - Equiv uniform LL that equals AASHTO Loading for Footing Design 220 psf - Wall Design (geotech's standard 2 ft fill for traffic load) 110 psf uniform thrust - Wall Design 2.00 ft of additional fill - Wall Design 3,000 psi 3,000 psi 3,000 psi 60,000 psi 40,000 psi Wells Fargo Vailts - Permit 7/14/2008 Page 7 of 18 45 45 kip wheel load 10.95 Depth 6 ft. wheel space 21.90 ft. load width 2,055 plf for out - rigger load 4,110 plf where pressures overlap 205 w equiv at out - rigger Vaults with 4" topping slabs are typically governed by 100 psf loading Seismic load of x wall height / 1.6. Actual seismic load factor = 1.0 Uniform pressure of 0 x wall height. Live load factor = 1.6 (84 pcf =HCP, 145 = Concrete) Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Exterior Walls Wall Thickness Concrete Strength Rebar Grade Soil Pressure top @ ftg line base Design Values Moment R top R bot Reinforcing Horizontal Reinforcing Options: Rho Horiz #4 @ #5 @ #6 @ Vertical Reinforcing Options: Design Sol'n rho #5 @ #6 @ #7 @ #8 @ Wall Shear Footing dowel Slab dowel Shear, Vn, at top of wall Shear, Vn, at base of wall Detn Vault EAST.xls 2 7/11/2008 4:09 PM 8.00 in 3,000 psi 60,000 psi 253 psf 671 psf 736 psf Service 4,231 lb -ft 1,696 lb 2,343 lb 14 18 25 32 #5 #5 East Vault Wall - A Wall ht bott to ftg drain 12 in o/c rho = 0.0020 18 in o/c rho = 0.0020 18 in o/c rho = 0.0025 Crack Control z - limit to 145 k/in dc [in] Ac [in2] z [k/in] in o/c in o/c in o/c in o/c fs [ksi] 24 24 24 24 Wall top: One -way shear, Vc, with dowels 4 inches from inside wall Wall Base: One -way shear, Vc, with dowels 2 inches from inside wz Footing dowel shear with friction coefficient = 1.0 & #5 dowel Wall Top: Place #5 dowels 4 inches from inside wall face. Wall Base: Place #5 dowels 2 inches from inside wall face. Project Number 08 -091 1 -Cell Soil grade over vault 27.2 ft 8.35 ft 0.75 ft Factored 1.6 6,770 lb -ft good number 2,713 lb 3,749 lb 1.8125 50.75 108 OK 1.8125 65.25 118 OK 1.8125 90.625 131 OK 1.8125 116 142 OK 3.62 kips /ft 5.00 kips /ft 5.26 kips /ft Wall shear OK 7.89 kips /ft Wall shear OK 18.60 kips /bar Space dowels at 17 o/c max. Space dowels at 18 o/c max. Wells Fargo Vailts - Permit 7/14/2008 Page 8 of 18 Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Exterior Footing - Under Plank Ends Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade 12.00 in 8.00 in 10.00 ft 3,000 psi 60,000 psi Design Loads Service Service Factored Dead Soil 172 psf 1,830 plf 2,563 plf Lid 87 psf 932 plf 1,305 plf Wall 835 plf 1,169 plf Ftg weight 363 plf 508 plf Soil wedge at heel 1,104 plf 1,546 plf Live Surchai 205 psf 2,192 plf 3,726 plf Width 2.42 ft Use 2.50 ft Wall Load for Slender Design Soil Bearing Service 2,902 psf DL 2,762 plf Factored 4,326 psf LL 2,192 plf Moment Mu 1.8 kip -ft Shear Vu 1.8 kips Vn 2.1 kips Vc Shear OK, calculation not required, cone shear failure. Reinforcing Longitudinal Reinforcing Options: 4 #4 2.672 plf < 3 #5 3.129 plf 2 #6 3.004 plf Transverse Reinforcing Options: #5 @ 61 in o/c #6 @ 87 in o/c #7 @ 119 in o/c #8 @ 157 in o/c Detn Vault EAST.xls 3 7/11/2008 4:09 PM East Vault Project Number 08 -091 1 -Cell Wall - A Soil grade over vault 27.2 ft 7,256 plf 10,815 plf Wells Fargo Vailts - Permit 7/14/2008 Page 9 of 18 Transverse reinforcing not required. Cone shear failure. Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Exterior Footing - Side Wall Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade 8.00 in 8.00 in 4ft 3,000 psi 60,000 psi East Vault Design Loads Service Service Factored Dead Soil 172 psf 801 plf 1,121 plf Lid 87 psf 408 plf 571 plf Wall 835 plf 1,169 plf Ftg weight 193 plf 271 plf Soil wedge at heel 1,104 plf 1,546 plf Live Surchal 205 psf 959 plf 1,630 plf Width 1.43 ft Use 2.00 ft Wall Load for Slender Design Soil Bearing Service 2,150 psf DL 1,208 plf Factored 3,154 psf LL 959 plf Moment Mu 0.7 kip -ft Shear Vu 1.3 kips Vn 1.5 kips Vc Shear OK, calculation not required, cone shear failure. Reinforcing Longitudinal Reinforcing Options: 2 #4 1.336 plf <--- - - - - -- 2 #5 2.086 plf 1 #6 1.502 plf Transverse Reinforcing Options: #5 @ 89 in o/c #6 @ 126 in o/c #7 @ 172 in o/c #8 @ 226 in o/c Detn Vault EAST.xls 4 7/11/2008 4:09 PM Project Number 08 -091 1 -Cell Wall - A Soil grade over vault 27.2 ft 4,300 plf 6,307 plf Wells Fargo Vailts - Permit 7/14/2008 Page 10 of 18 Transverse reinforcing not required. Cone shear failure. Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Buoyancy Vault Geometry Length Width Soil grade over vault Under Side of Vault Lid Vault Bottom Soil Cover Wall Height Walls Lid Soil Cover Footings Floor 4.5 in thick Soil Column 22.00 in proj Ratio 13.63 Max.footing drain Elev. Detn Vault EAST.xls 5 7/11/2008 4:09 PM East Vault Lid Thickness 1.04 ft 85.3 ft - outside dim. 21.3 ft - outside dim. 27.20 ft 24.60 ft 16.25 ft 1.56 ft - Maximum 8.4 ft Allowable Water Table 17.0 ft Potential uplift 84,924 lb - per foot of vault length 178,133 lb 13,253 lb 312,388 lb 80,000 lb 102,400 lb 686,174 lb 471,093 lb 17.00 ft < Project Number 08 -091 1 -Cell perimeter only perimeter only Floor Slab Design Gross Uplift 46.7 psf Slab Weight 56.3 psf Net Uplift -9.6 psf No net uplift on floor slab Wells Fargo Vailts - Permit 7/14/2008 Page 11 of 18 Total am'nt of ftg that ext'ds beyond the ext wall face. Accounts for both sides of the vault. Accounts for dry soil above ftg drain only. Flexure Mu = -0.768 k -ft/ft d = 2.25 in As (transverse) #4 @ 24 in MD OR #5 @ 38 in MD Transverse As (long) #4 @ 24 in MD Transverse Alternate: 6x6- W2.9XW2.9 WWM (dia = 0.192 in, area = 0.058 in2 /ft) at MD Slab Shear Vu = -0.15 klf V n = -0.17 klf Vc = 2.95 klf Shear capacity adequate. Project Information Tukwila Wells Fargo Project Number 08 -091 Detention Vault 1 -Cell City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Geotechnial Report Reference GeoEngineers File Number 5206 - 008 -00 Dated April 17, 2007 Vault Geometry Length Width Lid Thickness Soil grade over vault Max. Min. Design W.S. Freeboard Under Side of Vault Lid Top of Vault Lid Vault Bottom Footing Drain Elevation . Loading Criteria AASHTO Loading Surcharge Equivalent Loading Geotechnical Design Values Allowable Soil Bearing Native Soil 3,000 psf Struct'l Fill 3,000 psf EFPactive Drained 55 EFPactive Saturated 86 EFP passive 130 EFP uniform - seismic EFP uniform - gravity Friction Coeff. 0.40 Soil Density 110 Lid Density 84 Material Strengths Concrete Walls Footings Lid Reinforcing Steel Detn Vault WEST.xls 1 7/11/2008 3:57 PM 45 kip plf where pressures overlap [H20, H25, 45 kip] 203 psf - Equiv uniform LL that equals AASHTO Loading for Footing Design 220 psf - Wall Design (geotech's standard 2 ft fill for traffic load) 110 psf uniform thrust - Wall Design 2.00 ft of additional fill - Wall Design Rebar WWM pcf pcf pcf psf psf pcf pcf 88.00 ft - Interior Dimensions 20.00 ft - Interior Dimensions 1.04 ft 26.20 ft 25.70 ft 22.75 ft 0.50 ft 23.25 ft 3,000 psi 3,000 psi 3,000 psi 60,000 psi 40,000 psi West Vault Wall Height 8.15 ft Soil Cover 1.91 ft - Maximum 1.41 ft - Minimum 24.29 ft 15.10 ft 16.00 ft - Tie 4" perforated pipe to Pessure Relief Valves Seismic load of x wall height / 1.6. Actual seismic load factor = 1.0 Uniform pressure of 0 x wall height. Live load factor = 1.6 (84 pcf =HCP, 145 = Concrete) Wells Fargo Vailts - Permit 7/14/2008 Page 12 of 18 45 45 kip wheel load 10.6 Depth 6 ft. wheel space 22.20 ft. load width 2,027 plf for out - rigger load 4,054 plf where pressures overlap 203 w equiv at out - rigger Vaults with 4" topping slabs are typically governed by 100 psf loading Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Exterior Walls Wall Thickness Concrete Strength Rebar Grade Soil Pressure top @ ftg line base Design Values Moment R top R bot Reinforcing Horizontal Rho Horiz Vertical Reinforcing Options: Design Sol'n #5 @ 15 rho #6 @ 19 #7 @ 25 #8 @ 33 Wall Shear Footing dowel Slab dowel Shear, Vn, at top of wall Shear, Vn, at base of wall Detn Vault WEST.xls 2 7/11/2008 3:57 PM Reinforcing Options: #4 @ #5 @ #6 @ 8.00 in 3,000 psi 60,000 psi 272 psf 671 psf 748 psf Service 4,144 lb -ft 1,719 lb 2,339 lb 12 18 18 #5 #5 West Vault Wall - A Wall ht bolt to ftg drain in o/c 24 in o/c 24 in o/c 24 in o/c 24 Wall top: One -way shear, Vc, with dowels 4 inches from inside wall Wall Base: One -way shear, Vc, with dowels 2 inches from inside wE Footing dowel shear with friction coefficient = 1.0 & #5 dowel Wall Top: Place #5 dowels 4 inches from inside wall face. Wall Base: Place #5 dowels 2 inches from inside wall face. Project Number 08 -091 1 -Cell Soil grade over vault 26.2 ft 8.15 ft 0.9 ft Factored 1.6 6,630 lb -ft good number 2,750 lb 3,743 lb in o/c rho = 0.0020 in o/c rho = 0.0020 in o/c rho = 0.0025 Crack Control z - limit to 145 k/in fs [ksi] dc [in] Ac [in2] z [k/in] 1.8125 54.375 111 OK 1.8125 68.875 120 OK 1.8125 90.625 131 OK 1.8125 119.625 144 OK 3.67 kips /ft 4.99 kips /ft 5.26 7.89 18.60 Space dowels at 17 o/c max. Space dowels at 18 o/c max. Wells Fargo Vailts - Permit 7/14/2008 Page 13 of 18 kips /ft Wall shear OK kips /ft Wall shear OK kips /bar Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479-9505 Exterior Footing - Under Plank Ends Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade 13.00 in 8.00 in 10.00 ft 3,000 psi 60,000 psi Design Loads Service Service Factored Dead Soil 210 psf 2,241 plf 3,137 plf Lid 87 psf 932 plf 1,305 plf Wall 815 plf 1,141 plf Ftg weight 432 plf 605 plf Soil wedge at heel 1,272 plf 1,781 plf Live Surchai 203 psf 2,162 plf 3,676 plf 7,854 plf 11,644 plf Width 2.62 ft Use 2.75 ft Wall Load for Slender Design Soil Bearing Service 2,856 psf DL 3,173 plf Factored 4,234 psf LL 2,162 plf Moment Mu 2.3 kip -ft Shear Vu 2.1 kips Vn 2.5 kips Vc Shear OK, calculation not required, cone shear failure. Reinforcing Longitudinal Reinforcing Options: 4 #4 2.672 plf 3 #5 3.129 plf 2 #6 3.004 plf Transverse Reinforcing Options: #5 @ 54 in o/c #6 @ 77 in o/c #7 @ 105 in o/c #8 @ 138 in o/c Detn Vault WEST.xls 3 7/11/2008 3:57 PM West Vault Project Number 08 -091 1 -Cell Wall - A Soil grade over vault 26.2 ft Wells Fargo Vailts - Permit 7/14/2008 Page 14 of 18 Transverse reinforcing not required. Cone shear failure. Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Exterior Footing - Side Wall Footing Thickness Wall Thickness Tributary Width Concrete Strength Rebar Grade 8.00 in 8.00 in 4ft 3,000 psi 60,000 psi West Vault Design Loads Service Service Factored Dead Soil 210 psf 980 plf 1,373 plf Lid 87 psf 408 plf 571 plf Wall 815 plf 1,141 plf Ftg weight 193 plf 271 plf Soil wedge at heel 1,272 plf 1,781 plf Live Surchai 203 psf 946 plf 1,608 plf Width 1.54 ft Use 2.00 ft Wall Load for Slender Design Soil Bearing Service 2,307 psf DL 1,388 plf Factored 3,372 psf LL 946 plf Moment Mu 0.7 kip -ft Shear Vu 1.7 kips Vn 2.0 kips Vc Shear OK, calculation not required, cone shear failure. Reinforcing Longitudinal Reinforcing Options: 2 #4 1.336 plf <--- - - - - -- 2 #5 2.086 plf 1 #6 1.502 plf Transverse Reinforcing Options: #5 @ 83 in o/c #6 @ 118 in o/c #7 @ 161 in o/c #8 @ 212 in o/c Detn Vault WEST.xls 4 7/11/2008 3:57 PM Project Number 08 -091 1 -Cell Wall - A Soil grade over vault 26.2 ft 4,614 plf 6,744 plf Wells Fargo Vailts - Permit 7/14/2008 Page 15 of 18 Transverse reinforcing not required. Cone shear failure. Project Information Tukwila Wells Fargo Detention Vault City of Tukwila David Hartley ARH & Associates, Inc 8811 South 218th Street Kent, WA 98031 (253) 479 -9505 Buoyancy Vault Geometry Length Width Lid Thickness 1.04 ft Soil grade over vault Under Side of Vault Lid Vault Bottom Soil Cover Wall Height Allowable Water Table 16.0 ft Potential uplift 106,685 lb - per foot of vault length Walls 180,387 lb perimeter only Lid 13,874 lb Soil Cover 347,995 lb Footings 98,908 lb perimeter only Floor 4.5 in thick 107,200 lb 748,364 lb Soil Column 25.00 in proj 550,336 lb Total am'nt of ftg that ext'ds beyond the ext wall face. Accounts for both sides of the vault. Accounts for dry soil above ftg drain only. Ratio 12.17 Max.footing drain Elev. 16.00 ft Floor Slab Design Flexure Shear Detn Vault WEST.xls 5 7/11/2008 3:57 PM Gross Uplift Slab Weight Net Uplift Mu = - 0.0216 k -ft/ft d = 2.25 in As (transverse) #4 @ 24 in MD OR #5 @ 38 in MD Transverse As (long) #4 @ 24 in MD Transverse Alternate: 6x6- W2.9XW2.9 WWM (dia = 0.192 in, area = 0.058 in21ft) at MD Slab Vu = Vn= Vc = klf klf 2.95 klf West Vault 89.3 ft - outside dim. 21.3 ft - outside dim. 25.95 ft 23.25 ft 15.10 ft 1.66 ft - Maximum 8.2 ft 56.0 psf 56.3 psf -0.3 psf Project Number 08 -091 1 -Cell No net uplift on floor slab Shear capacity adequate. Wells Fargo Vailts - Permit 7/14/2008 Page 16 of 18 colloos + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p:425.369.1101 = f:425.369.1157 H Za. pm 'j l8 V it, e /- r-o" fc 4 151 1,- /D, S OPT1 C) S. INCA Z4 62 3(4 t Lk s 1 0.1 N.2s s ? 4—{- o(.5 C-1 1'4 & 0°1 k ! ND 60?1fl Wells Fargo Vailts - Permit 7 7/14/2008 Page 17 of 18 . i i i 1.z „ _. _________ t o ' i 5 f e qattriZ9 so Ope v4N y • - 5k Rol 1' ,q'' x( "0r /,:0 AD ■--":c2r-1---14.f-r--- k I 11 l'-o' 1 I i s E . i � V.e � • .+4 30s, 41-4) 13e.- GP 4 ...[_&.)*5_ r _ _. - - 1 (.. I - _ I I i fir• 1 4 . lx_ 2z b 0 L I 'l _ 3 - Z_— Via- ;--• Li- ii.7„_ .. ,,2.. A 1 5 a t sZfra Vs = 6.a,3 a 1.24k. - I I two V 34- G >,6 6.1 9 . = - 3-3 ., __-_ ..• -._S .f_ Aft _. __ 1 II 11: 1 I ` ! I 1 '0' 1 ! .4 vCOx te/ - -- -.. collons + smith structural engineers Front Steet N • Suite F -3 Issaquah, WA 98027 5.369.1101 f..425.369.1157 Wells Fargo Vailts - Permit 7/14/2008 Page 18 of 18 ALI SADR 18215 72 AV S KENT WA 98032 RE: Permit No. D08 -399 6815 S 180 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/22/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 03/22/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -or- City qf Tukivlla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. Bill Rambo Permit Technician File: Permit File No. D08 -399 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 14, 2009 Ali Sadr, P.E. Barghausen Consulting Engineers, Inc. 18215 72 Ave S Kent, WA 98032 RE: Request for Extension Development Permit No D08 -399 Wells Fargo Detention Vault — 6815 S 180 St Dear Mr. Sadr, This letter is in response to your written request for an extension to Permit Number D08 -399. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through March 22, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: ifer Marshall it Technician City of Tukwlla Department of Community Development Permit No. D08 -399 W:\Permit Center\Extension Letters \Pennits\2008\D08 -399 Permit Extension.doc jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 421. G144 ( Z 0 o Zs � `'' G< r ENG'N RECEIVED SEP 10 2009 COMMUNINY OPWIEi4T D•,�'V.E� City of Tukwila Building Division c/o Jennifer Marshall, Permit Technician Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Wells Fargo Bank Detention Vault Permit No. D08 -399 6815 South 180th Street, Tukwila, Washington Our Job No 13237 CIVIL ENGINEERING LAND PLANNING ENVIRONMENTAL SERVICES September 1, 2009 In response to the letter dated July 31, 2009, regarding expiration of above- referenced detention vault permit, we would like to request the maximum allowed extension to this permit on behalf of our client for the Wells Fargo Bank project. Due to unforeseen economic circumstances, construction of this project has been delayed and cannot be completed prior to the September 22, 2009 expiration date of the permit. We appreciate your consideration of our permit extension request. Should you have any questions, or if you Would like any additional information to grant this extension, please contact me at our office: AS /dm 12858c.004.doc enc: As Noted cc: Kathy Craft, Craft Architects I octA Voa Respectfully, d ad ir Ali Sadr, P.E. Senior Project Manager 18215 72ND AVENUE SOUTH KENT WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES 0 OLYMPIA, WA • TACOMA, WA • SACRAMENTO, CA • TEMECULA, CA www.barghausen.corrm C?irC. 0111 -1-k- 12/ tD August 24, 2009 Dear Mr. Sadr, City of Tukwila Ali Sadr, P.E. Barghausen Consulting Engineers, Inc. 1821572 Ave S Kent, WA 98032 Department of Community Development Jack Pace, Director RE: Request for Extensions Development Permit No. D08 -399 Wells Fargo Detention Vault - 6815 S 180 St Jim Haggerton, Mayor Enclosed is a copy of a letter that was received by the City of Tukwila Community Development Department. As you will see, the reference section of the letter indicates that it is in regards to permit D08 -399 which is indeed the Wells Fargo Detention Vault permit. In contrast the body of the letter references a different project within the City: Diamond Head Storage. Please resubmit a request for extension solely referencing the permit and project which currently stands in need of an extension. Please be advised that all permit extension requests must be received at least seven (7) days prior to the expiration date of the permit. Consequently, the extension request for permit D08 -399 must be received prior to September 15, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, r k Je 'fer e it T ) shall hnician rmit No. D08 -399 W:\Permit CenterrExtension Letters \Denials\Permits\D08 -399 Permit Extension Denial.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Building Division c/o Jennifer Marshall, Permit Technician Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Diamond Head Storage Building Permit No. D08 -399 6815 South 180th Street, Tukwila, Washington Our Job No. 13237 AS /dm 13237c.005.doc enc: As Noted cc: Doug Swan John W. Moran, Ruhl -Parr & Associates August 14, 2009 In response to the letter dated July 31, 2009, regarding expiration of above - referenced permit, we would like to request the maximum allowed extension to this permit on behalf of our client for the Diamond Head Storage Building project. Due to unforeseen economic circumstances, construction of this project has been delayed and cannot be completed prior to the September 22, 2009 expiration date of the permit. We appreciate your consideration of our permit extension request. Should you have any questions, or if you would like any additional information to grant this extension, please contact me at our office. Res ectfully, a/`r Ali Sadr, P.E. Senior Project Manager CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • TACOMA, WA • CONCORD, CA • TEMECULA, CA www.barghausen.com RECEWED AUG 2 0 2009 COMMUNITY DEVELOPMENT ALI SADR 18215 72 AV S KENT WA 98032 RE: Permit No. D08 6815 S 180 ST TUKW City of Tukwila Department of Community Development Jack Pace, Director Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/22/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206- 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/22/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File: Permit File No. D08 -399 Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 September 11, 2008 Ali Sadr 18215 — 72 Avenue S Kent, WA 98032 Dear Mr. Sadr: Sincerely, n Brenda Holt Permit Coordinator encl File No. D08 -417 ifge • • Department of Community ,1 evelapment Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -399 Wells Fargo Bank — 6815 South 180 Street 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 and Public Works Departments. At this time, the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision 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. P:\Permit Center\Correction Letters\2008\D08 -399 Correction Ltr # 1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: September 4, 2008 Project Name: Wells Fargo Detention Vault Permit #: D08 -399 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division All J Plan 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. "Inspection" section under General Structural Notes on the cover sheet references Section 1707 UBC for the different types of inspections required. Please provide a special inspections table indicating the specific special inspections relative to the detention vault construction as required per the current 2006 IBC Chapter 17. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: September 10, 2008 P: joanna/comments 2 D08 -399 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Wells Fargo Detention Vault 6815 S 180 St PERMIT NO: D08 - 399 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440, if you have any questions regarding the following comments. 1) The question was raised by the Fire Department, were the underground storm drainage vaults designed to withstand 40 lbs /sq inch pressure over two (2) foot areas allowing for outrigger placement ? If not a permanent thermoplastic pavement markings /striping "UG Vault - No Outrigger Placement" shall be installed as directed by the Fire Department. If that's the case please add a note on sheet C4 of 8. 2) In the last PW comment letter under item #4 which read "On structural sheet Si please remove ACCESS LADDER Detail 10 and replace it with City of Tukwila Details SS -12 and DS- 10C,see attached ", applicant was asked to have both these details on plan . On sheet S1 applicant has only added a note referencing these details. If there is no room on the structural plans, please add another plan sheet showing both these details. r I August 19, 2008 Ali Sadr 18215 72 Ave S Kent, WA 98032 Dear Mr. Sadr, Bill Rambo Permit Coordinator Enclosures File: D08 -399 :y" Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application D08 -399 Wells Fargo Detention Vault — 6815 S 180 St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 12, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the attached comments. Please address the comment above 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. 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 -3670. Sincerely, P:\Permit CenterUncomplete Letters\2008\D08- 399 Incomplete Ltr #1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • DATE: August 14, 2008 PUBLIC WORKS DEPARTMENT COMMENTS PROJECT: Wells Fargo Detention Vault 6815.S 180 St PERMIT NO: D08 - 399 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Project calls for two (2) UG Detention Vaults, East and West Vault. Per Building Department each vault requires a separate Building Permit. Please indicate for which vault permit you are applying, the East or the West one. 2) On your plans please cross out information or mark "SEPARATE BUILDING PERMIT REQUIRED" pertaining to the vault that is not part of the D08 -399 permit application. 3) Please include civil plans sheets C4, C5 and C6 of 8 prepared by Barghausen Co. 4) On structural sheet S1 please remove ACCESS LADDER Detail 10 and replace it with City of Tukwila Details SS -12 and DS -10C, see attached. P: joanna/comments 1 D08 -399 ACTIVITY NUMBER: D08 -399 DATE: 09 -25 -08 PROJECT NAME: WELLS FARGO BANK SITE ADDRESS: 6815 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bulld g Division Public Works f l4) Lea S' 0� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -30 -08 V Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: �ERlNIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Notation: Documents/routing slip.doc 2 -28 -02 Fire Prevention ❑ Planning Division I 1 ❑ Permit Coordinator Olt Structural Incomplete Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required DATE: DUE DATE: 10 -28 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -399 DATE: 08 -27 -08 PROJECT NAME: WELLS FARGO DETENTION VAULT SITE ADDRESS: 6815 S 180 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: Bu ildUng vision Public Works �. o�liu - DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete iVi Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Notation: Documents routing slip.doc 2 -28-02 REVIEWER'S INITIALS: PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required n APPROVALS OR CORRECTIONS: Approved n Approved with Conditions n &pL � .1-ir k ❑ Planning Division E Permit Coordinator DUE DATE: 08-28-08 Not Applicable No further Review Required DATE: DATE: n Ti DUE DATE: 09-25 -08 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [J ' Fire ❑ Ping ❑ PW 2( Staff Initials ACTIVITY NUMBER: D08 - 399 DATE: 08 -12 -08 PROJECT NAME: WELLS FARGO DETENTION VAULT SITE ADDRESS: 6815 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thyirs.) Complete ❑ Comments: Permit Center. Use Only • INCOMPLETE LETTER MAILED: OS1 1, LETTER OF COMPLETENESS MAILED: 1 � Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ( Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 %ERMIT COORD COPY 411 PLAN REVIEW /ROUTING SUP Structural Incomplete Fire Prevention Approved ❑ Approved with Conditions I Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 08-14-08 Not Applicable ❑ No further Review Required DATE: DATE: Planning Division r) n DUE DATE: 09-11 -08 Permit Center Use Only . . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 - 0S ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WELLS FARGO BANK Project Address: Contact Person: Plan Check/Permit Number: D08 -399 6815 South 180 Street Ali Sadr Phone Number: 1 42.5 — (0122- DeC,n -htsn YGtU,1 ,161 11 a-e_ $(e.,'Iis-rd -R p lease see tfitc,her,t l -1 ors 1i l✓ �4r of est adotI -) PA i IS , Summary of Revision: Sheet Number(s): � I — S5' CA I n(7, l LA 4 -Clo —no (edtSl015 r(tiA -lfeel) "Cloud" or highlight all areas of revision including date of r n _ n r 7 cII ` - Received at the City of Tukwila Permit Center by: g in Permits Plus on ` \ applications \forms - applications on Iine \revision submittal Created: 8 -13 -2004 Revised: RECEIVED CITY OF TUKWILA SEP 25 7U0B PERMIT CENTER 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 Steven Al. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: $ o� b g Plan Check/Permit Number: DO8 -399 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WELLS FARGO DETENTION VAULT Project Address: 6815 S 180 St Contact Person: fl l Ateel AUG 2 7 2008 r'ERMir CENTER Phone Number: Lf ?a .2-51 - Summary of Revision: Re • us-F 4 11 0:lrvo i°Alf.s cow \l oa Y r n • e�� Sheet Number(s): C / CS u, ° QTY l)/ -� _ ra– "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ti '2 — 0 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 SAFECO INS CO OF AMERICA 5698019 05/01/2002 Until Cancelled 03/12/2003 $12,000.00 03/05/2002 3 SAFECO INS CO 5698019 05/01/199805/01 /2002 01/16/2006 REIFSCHNEIDER, CAROL M $6,000.00 01/01/1980 2 SAFECO INS CO OF AMERICA 5698019 05/01/1992 05/01/1998 POE, FRED W $6,000.00 01/01/1980 1 AMERICAN INS CO SLR6355162 11 /09/1981 05/01/1992 $4,000.00 Name Role Effective Date Expiration Date POE, CHARLES E PRESIDENT 03/01/1996 PETERSON, ALAN D SECRETARY 04/25/2000 FRY, KYLE R TREASURER 03/12/2003 WILLIAMS, WAYNE W VICE PRESIDENT 03/01/1996 CLARK, DENNIS M CHIEF OPERATING OFFICER 07/09/2003 01/16/2006 REIFSCHNEIDER, CAROL M SECRETARY 01/01/1980 07/09/2003 WELFRINGER, SUZANNEM TREASURER 11/09/1976 07/09/2003 POE, FRED W 01/01/1980 01/01/1980 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company POE CONSTRUCTION INC 2538332400 PO BOX 1838 AUBURN WA 980711838 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 171004362 ACTIVE POECOI *247QZ CONSTRUCTION CONTRACTOR 11/9/1976 5/1/2009 GENERAL UNUSED Business Owner Information • • Bond Information https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License = POECOI *247QZ Page 1 of 3 10/21/2008 General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. DESIGN LOADING CRITERIA: WEST VAULT: LIVE LOAD - LIVE LOAD DEAD LOAD EAST VAULT: LIVE LOAD - LIVE LOAD DEAD LOAD PLANK 4 CLOSURE DESIGN H520 -44 or 45 KIP POINT LOAD - MANHOLE 4 GRATE DESIGN . HS20 -44 . . 1' -5" to 1 -11 OF DIRT PLANK 4 CLOSURE DESIGN - MANHOLE 4 GRATE DESIGN . CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. . H520 -44 or 45 KIP POINT LOAD . H520 -44 . 1' -1" OF DIRT STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY CIVIL ENGINEER OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE' AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN VIRITING TO THE CIVL AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOW ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE CIVIL AND THE STRUCTURAL ENGINEER. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SHOP DRAWINGS FOR REINFORCING STEEL SHALL. BE SUBMITTED TO THE CIVIL AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1 /8" = 1' -0" SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER, SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS, INCLUDING UTILITY VAULT LIDS, MANHOLES AND HOLLOW CORE PLANKS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON CIVIL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST.` SUBMIT HOLLOW CORE SHOP DRAWINGS TO THE CITY AS A DEFERRED SUBMITTAL. INSPECTION:' CONCRETE CONSTRUCTION, STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING), EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATION SHALL BE SUPERVISED IN.ACCORDANCE WITH SECTION 1104 OF THE IBC AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CIVIL. THE CIVIL AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 11 OF THE IBC FOR THE FOLLOWING WORK: CONCRETE PLACING REINFORCEMENT, TENDONS 4 STUDRAILS PLACING CONCRETE INSTALLING EXPANSION BOLTS INSTALLING EPDXY BOLTS 4 DOWELS (PERIODIC) (CONTINUOUS) (PERIODIC) (CONTINUOUS) GEOTECHNICAL FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN` IN THE SOILS REPORT OR AS DIRECTED BY THE 6EOTECHNICAL ENGINEER. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL, AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ ELEVATIONS SHOWN ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND 6EOTEGHNICAL ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE 6EOTEGHNICAL REPORT. ALLOWABLE SOIL PRESSURE NATIVE SOIL DENSITY COEFFICENT OF FRICTION LATERAL EARTH PRESSURE - PASSIVE: - ACTIVE (DRAINED - LEVEL BACKFILL) • ACTIVE (SATURATED): 3,000 P5F 110 PCF 0.40 130 PCF 55 PCF 86 PCF 6EOTECHNICAL REPORT REFERENCE: GEOENGINLERS, INC. FILE NO 5206- 008 -00 DATED APRIL 11, 2001 ADDENDUM LETTER 5206- 008 -01 - DATED APRIL 1, 2005 A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. CONCRETE CONCRETE SHALL BE MIXED, SECTION 1gO5 AND ACI 301 TYPE OF CONSTRUCTION A. B. C. D. E. FOOTINGS EXTERIOR WALLS INTERIOR WALLS GROUT CLOSURE SLABS, BEAMS 4 CURBS VOID FILL PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC . STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: THE MINIMUM AMOUNTS OF CEMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL :TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318 - CHAPTER 5. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO FREEZE -THAN CYCLE SHALL BE AIR - ENTRAINED WITH AN AIR - CONTENT CONFORMING TO IBC TABLE 1gO4.2.1. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60,r = 60,000 PSI. EXCEPTIONS: BARS SPECIFICALLY NOTED AS SUCH ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A106. REINFORCEMENT COMPLYING WITH ASTM A615(51) MAY BE WELDED ONLY IF THE CONTRACTOR SUBMITS MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 -q2 AND 318 -qq., LAP ALL CONTINUOUS REINFORCEMENT ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -qq, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR TO WEATHER ( #6 BARS OR LARGER ( #5 BARS OR SMALLER) COLUMN TIES (OR SPIRALS) AND BEAM STIRRUPS SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS 1/8') or CAST -IN -PLACE CONCRETE: SEE CIVIL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF PIPE PENETRATIONS AND OPENINGS IN' CONCRETE WALLS AND VAULT LID. BIDDING 4 CONSTRUCTION INSTRUCTIONS DRAWINGS NOTED AS 'FOR APPROVAL' HAVE NOT BEEN QUALITY CHECKED AGAINST THE LATEST SET OF CIVIL DRAWINGS AND ARE NOT APPROVED BY THE STRUCTURAL ENGINEER FOR CONSTRUCTION. IF THE GENERAL CONTRACTOR OR PERSONS CONTRACTED BY THE OWNER TO BUILD THE VAULT CHOOSE TO BUILD THE VAULT FROM THE 'FOR APPROVAL' DRAWIN65 THEY ASSUME ALL RISK FOR ERRORS THAT MAY BE IN THE DRAWING SET. DRAWINGS THAT HAVE BEEN QUALITY CHECKED BY THE STRUCTURAL ENGINEER AGAINST THE CIVIL DRAWINGS WILL BE NOTED AS 'FOR CONSTRUCTION' WITH AN ADDITIONAL NOTE DECLARING WHICH CIVIL DRAWINGS WERE PROVIDED FOR THE QUALITY CHECK. THE GIUALIiY CHECK WILL BE CONSIDERED AN EXTRA SERVICE PAYABLE BY THE GENERAL CONTRACTOR OR PERSONS CONTRACTED BY THE OWNER TO BUILD THE VAULT IF THE DRAWINGS ARE MORE THAN 30 DAYS OLD. General Notes 13 #5x 5_ 2' -3" (I)#5 x MI #5 x 3 O" GROUT DAM II — t r 28 DAY STRENGTH MINIMUM CEMENT CONTENT MAX. N/C (f'c) PER CUBIC YARD RATIO 3,000 P5I 3,000 PSI 3,000 P5I 3,000 PSI 3,000 P5I 3,000 PSI � 4 SACKS 4 SACKS 4 SACKS 4 SACKS 4 SACKS 0.55 iz F 0.55 0. 55 0.55 0.44 0.55 3 2 ". 3q 4 Manhole Opening Without Knee Wall 1 O r -I MINIMUM STRAIGHT DEVELOPMENT LENGTH ( Ld ) BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS #5 #4 #5 #6 #5 #4 #5 #6 #1 CORNER BARS TO MATCH EXTERIOR HORIZ REINF Ls "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12 DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO- CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43%. MINIMUM LAP SPLICE LENGTHS ( Ls) (GLASS B) f 'c = 3000 PSI f'c = 4000 to 5000 PSI BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO- CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43%. MINIMUM EMBEDMENT LENGTHS (Ldh) FOR STANDARD END HOOKS A. for general uses: BAR SIZE f'c = 3000 PSI f'c = 4000 to 5000 P5I # 3 #4 #5 # (2)3" SCREWS PER PLANK, TYP - ADDITIONAL VERT BARS 51N6LE: CURTAIN f 'c = 3000 PSI f'c = 4000 to 5000 PSI 16" 22" 21" 35" 21" 28 35" 46" 63" 13" I-I" 21" 21" 16" 22" 21" 35" 48" 6 " 8" 10" 12" SECTION CORNER BARS W/ STD HOOK TO MATCH GR055 WALL HORIZ REINF (ALT HOOKS) 14" Iq" 23" 31" 18" 24" 30" 40 J4 " 2x6 P.T. HF #2 EACH SIDE EXTEND (2)2x TO VAULT BOTTOM Corner Bars 10" CRO55 WALL L SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 2. END COVER FOR qO HOOKS MUST BE EQUAL TO OR GREATER THAN 2 ". SECTION 12" 15" 18" 24" Reinforcement Development Length and Splice Schedule 19 el 251.0'± 1 245.5'± CORRECTION END BRACKET NOTES: I. ANCHOR 4x4 P.T. HF 4$2 TO CONCRETE WITH 5 /6"0 GALVANIZED EXPANSION ANCHORS I6 "oc. EMBED 3" 2. SECURE 2x TO 4x4 WITH (I) 3 /8" GALVANIZED LAG BOLT PER 2X N.T.S. Removable Baffle Wall 5 FER COPY Permit No. Plar review approval is subject to ear` and om!stionsg Approval of construction documents does not authorizo the violation of any adopted code or ordinance. Iik.;r°17: C o+ approved Fie!tt and conditions is acknotficdocC By Date : / 4 City of Tukwila BUILDING DIVISION 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. VERT. REINF. PER WALL SECTIONS WITH'ADD'L VERT. BAR EACH SIDE OF OPENING HORIZ. REINF. PER WALL SECTIONS Scale: = I'-o ", u.o.n. Typical Wall Penetration SEP.2 52008 RECEIVED SEP 252008 PRMIT CENTER U' U' a a w w 0 0 a. 0 r 0 0 W z 0 U' 0 0 W U' z 0 0 W 0 0 0 a- w W W 0) U- 0 W N 0 z H- z w h z 0 0 15 W 0 0 r a a. a w t- o a- 0 0 J Z 0 0 m EXPIRES 11/02/2008 collons + smith structural engineers 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101. f: 425.369.1157 0 NO. DATE REVISION 1/14/08 Permit Submittal I 8/26/08 Permit Comments 2 q /11/08 Permit Comments 2 SHEET TITLE Genera Notes 4' JOB NO.: OS - Oq l DESIGNED: DM DRAWN: TKE DATE: 1/I4/O8 SHEET NUMBER: S I WALL SCHEDULE WALL GALLOUT THICKNESS REINFORCING INSIDE FACE OUTSIDE FACE CENTER VERT HORIZ VERT HORIZ VERT HORIZ -- 811 5VI5 4HI2 -- -- I I -- I W -A I I 15.25' I \ / . 1 SLAB -ON -GRADE I PER NOTE I o < REMOVABLE BAFFLE . PER 5/SI / 14.45' - � o fb 14.15' 14.15' SLOPE 0.5% SLOPE 2% < VALLEY 12/S4 • 0 L / 6/54 A 11/54 _ > o W o Z (2)PLAG I I = CO LO } _ J I I 0 15.25' 1 A ■ WALL SCHEDULE WALL GALLOUT THICKNESS REINFORCING INSIDE FACE OUTSIDE FACE CENTER VERT HORIZ VERT HORIZ VERT HORIZ -- 811 5VI5 4HI2 -- -- -- -- I W -A I FOOTING SCHEDULE PLAN GALLOUT WIDTH DEPTH REINFORCING LONG TRANS 2' -0" 8" (2) #4 -- 2'_1" 13" (404 -- I 15.25' 5/54 18/54 V 2 '_ O " W 1 11/54 15.25' 18/54 V 5/54 V (2)PLACES II 4 '_ 0 " 4 I_ 0 II 4 1_ Q 1I I1/S4 I1 /S4 5'x10' OPENING W/ VENTED REMOVABLE GRATE 4 2'- 6 "x2' -3" HINGED ACCESS LID. RIM EL = 26.O't 58' -0" PERFORATED DRAIN TILE. SEE M/54 TIE TO PRV (2)PLACES A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 88' -0" a 0 n ui I W - A ( W - A I 50' -0 11/54 T.O. PLANK ELEVATION 24.21' SEE NOTE 2 A 15/54 I8 /SI S I' 24"4) OPENING MH EL = 25.1't W -A 8"4) INLET I.E. = 15.0' 2 A 18/54 A 18/54 az O 0 12"4) VENT PIPE I^/ GRATED COVER. VENT OUT WALL JUST BELOW HG PLANKS. (2)PLACES Foundation Plan Notes I. SLAB ON GRADE ELEVATION VARIES SEE PLAN AND CIVIL PLAN. SLAB SHALL BE 4 THICK WITH 6x6- 012.1xW2.1 WWF @ MID -DEPTH OF SLAB. 2. HORIZONTAL CONTROL BY OTHERS. 3. SEE I5 /5I FOR REINFORCING REQUIREMENTS AT WALL PENETRATIONS. 4. OWNER TO VERIFY GEOTECHNICAL INFORMATION SHOWN ON SHEET 51 PRIOR TO PLACING CONCRETE 5. PRESSURE RELIEF VALVE SHALL BE FLO- CONTROL PART NO. 1520 -40. TIE TO FOOTING DRAIN TILE WITH TEE FITTINGS. 6. DO NOT BACKFILL MORE THAN 36" UP WALL UNTIL PLANKS ARE SET AND CLOSURE POURS ACHIEVE DESIGN STRENGTH. 1. CONTRACTOR 4 VAULT BUILDER COORDINATE STRUCTURAL DRAWINGS WITH CIVIL DRAWINGS PRIOR TO SURVEYING OR SETTING FORM WORK TO CONFIRM DATA ON DRAWINGS. I. EQUALLY SPACE LONGITUDINAL BARS ACROSS FOOTING WIDTH A Foundation Plan - West Vault Scale: 3 46" = I' -0" 1.1I't N Lid Plan Notes Soil Cover Plan - West Vault Scale: N.T.S. CONFIRM DEPTH OF SOIL COVER WITH CIVIL DRAWINGS PRIOR TO DESIGNING PLANKS I. SEE GENERAL NOTES FOR LOADING CRITERIA 2. PLANKS ARE 12 THICK PRECAST, PRESTRESSED, MANUFACTURED BY CONCRETE TECHNOLOGY, INC TACOMA, WASHINGTON. CONTACT: RON BRUSSEAU AT (206) 284 -1611 3. VERIFIY ELEVATIONS AND DESIGN SOIL DEPTHS SHOWN WITH CURRENT CIVIL GRADING PLAN. 4. CONTRACTOR 4 VAULT BUILDER COORDINATE STRUCTURAL DRAWINGS WITH CIVIL DRAWINGS PRIOR TO SURVEYING OR SETTING FORM WORK TO CONFIRM DATA ON DRAWINGS. Scale: 3 4&" = 11_011 PART OF BLDG PERMIT NO. D08 -311 0 Q Legend X' PRY xxx PART OF BLDG PERMIT NO. D08 -511 N 1.4I't Plank Layout Plan - West Vault WALL PER SCHEDULE THIS SHEET TOP OF CONCRETE ELEVATION PER DETAIL PRV PER NOTE 5 INVERT ELEVATION NORTH NORTH NORTH Foundation Plan 1 RECEIVED SEP 25 2008 PERMIT CENTER Plank Layout Plan 2 0 0 0 CV C.) 0 0 collons 4 . smith structural engineers 485 Front Steet N - Suite F - Issaquah, WA 98027 p: 425.369.1101 - f: 425.369.1157 JOB NO.: DESIGNED: DRAWN: DATE: EXPIRES 11/02/2008 U I NO. DATE REVISION 7/14/08 Permit Submittal I 8/26/08 Permit Comments 2 GI/17/08 Permit Comments 2 SHEET TITLE Foundation Lid Plan - Nest Vault SHEET NUMBER: 08 -011 DRW TKE 1/14/05 S2 tart' L CD ger Lel N I WALL CALLOUT THICKNESS REINFORCING INSIDE FAGS OUTSIDE FACE CENTER VERT HORIZ VERT HORIZ VERT HORIZ -- 8" 4VI2 4H12 -- -- -- -- I W -A I I . • . 1 1135' .� I 1 I I I I I I I . . 1 1 \ PER NOTE I a z REMOVABLE BAFFLE . PER 5/51 / I 16.6' co ` I 16.85' 16.6' . . SLOPE 0.5% SLOPE 2% < VALLEY 12/54 - L / 17!54' - 0 �v a / (2)PLAGES o°- (2)PLAG I o I I I / I _ ? L - - -- -- I 1135 •. I I J � 1 — T — fi 1 WALL SCHEDULE WALL CALLOUT THICKNESS REINFORCING INSIDE FAGS OUTSIDE FACE CENTER VERT HORIZ VERT HORIZ VERT HORIZ -- 8" 4VI2 4H12 -- -- -- -- I W -A I FOOTING SCHEDULE PLAN GALLOUT WIDTH DEPTH REINFORCING LONG TRANS 2 '_ O " 8 11 (2) #4 -- 2'-6" 12" (04 -- I 11.55' 18/54 2' -0" I W - A 11/54 I2 "(1) OUTLET I.E. = 21.5' 11.35' 18/54 3/54 8/54 (2)PLACES an 4' -0" 4 1 -0 " 4 1 -0 II Iq/54 VENTED REMOVABLE GRATE 4 2'- 6 "x2' -3" HINGED ACCESS LID. RIM EL = 21.2'± Cl 56 I -0 II PERFORATED DRAIN TILE. SEE Iq/54 TIE TO PRV (2)PLACES A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 84' -0" IL 0 W -A I W - A 28 -O Zo N Iq/54 10/54 1^18x28, GR 50 Iq/54 5'x10' OPENIN W/ T.O. PLANK ELEVATION 25.64' SEE NOTE 2 19/54 15/54 18/51 (D\ 24"4) MH E L 8" 2 ' -0 " A 18/54 A 18/54 OPENING = 21.2'± W -A 0 • 12"0 VENT PIPE W/ GRATED COVER. VENT OUT WALL JUST BELOW HG PLANKS. (2)PLACES Foundation Plan Notes I. SLAB ON GRADE ELEVATION VARIES SEE PLAN AND CIVIL PLAN. SLAB SHALL BE 41/2" THICK WITH 6x6- 112.1xk2.Q WWF @ MID -DEPTH OF SLAB. 2. HORIZONTAL CONTROL BY OTHERS. 3. SEE 15/51 FOR REINFORCING REQUIREMENTS AT WALL PENETRATIONS. 4. OWNER TO VERIFY GEOTECHNICAL INFORMATION SHOWN ON SHEET 51 PRIOR TO PLACING CONCRETE 5. PRESSURE RELIEF VALVE SHALL BE FLO- CONTROL PART NO. 1520 -40. TIE TO FOOTING DRAIN TILE WITH TEE FITTINGS. 6. DO NOT BACKFILL MORE THAN 36" UP WALL UNTIL PLANKS ARE SET AND CLOSURE POURS ACHIEVE DESIGN STRENGTH. 1. CONTRACTOR 4 VAULT BUILDER COORDINATE STRUCTURAL DRAWINGS WITH CIVIL DRAWINGS PRIOR TO SURVEYING OR SETTING FORM WORK TO CONFIRM DATA ON DRAWINGS. I. EQUALLY SPACE LONGITUDINAL BARS ACROSS FOOTING WIDTH Foundation Plan - East Vault Scale: 3 4 6" = I' -0" I.56't I.56't Scale: N.T.S. CONFIRM DEPTH OF SOIL COVER WITH CIVIL DRAWINGS PRIOR TO DESIGNING PLANKS Soil Cover Plan - East Vault Lid Plan Notes I. SEE GENERAL NOTES FOR LOADING CRITERIA 2. PLANKS ARE 122" THICK PRECAST, PRESTRESSED, MANUFACTURED BY CONCRETE TECHNOLOGY, INC. TACOMA, WASHINGTON. CONTACT: RON BRUSSEAU AT (206) 284 -g6II 3. VERIFIY ELEVATIONS AND DESIGN SOIL DEPTHS SHOWN WITH CURRENT CIVIL GRADING PLAN. NOT A PART OF BLDG PERMIT NO. D08 -3g 1 p 4. CONTRACTOR 4 VAULT BUILDER COORDINATE STRUCTURAL DRAWINGS WITH CIVIL DRAWINGS PRIOR TO SURVEYING OR SETTING FORM WORK TO CONFIRM DATA ON DRAWINGS. Scale: 3 46" = 1' -0" A Legend W -x X' PRV xxx 1.56't NOT A PART OF BLDG PERMIT NO. D08 -3qq Plank Layout Plan - East Vault WALL PER SCHEDULE THIS SHEET TOP OF CONCRETE ELEVATION PER DETAIL PRV PER NOTE 5 INVERT ELEVATION NORTH Foundation Plan NORTH NORTH 1 RECEIVED SEP 252008 PERMIT CENTER Plank Layout Plan 2 0 0 0 N JOB NO.: EXPIRES 11/02/2008 collons 4 smith structural engineers 485 Front Steet N a Suite F -3 Issaquah, WA 98027 p: 425.369.1101 a f: 425.369.1157 DESIGNED: DRAWN: DATE: 1 c7s V O ci cr) can Q o o N CO CD Q 01 c5 *41t. fze 4- re) • ' JJ At( o v C1 Ct- 0 V I cn C) o NO. DATE REVISION 1114/08 Permit Submittal I 8/26/08 Permit Comments 2 4/11/08 Permit Comments 2 SHEET TITLE Foundation Lid Plan - Eost Vault SHEET NUMBER: 08 -01I DRW TKE 7/14/08 S3 r t q /11/08 1 A PORTION OF THE GOVERNMENT 2 LOT 4 OF SECTION 36 AND AND GOVERNMENT TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 3 LOT 1 OF SECTION 35, l'-0" GRATE III1E1II1 r iIEiIE /., #5 ? Niw ,o ,z GROUT KEY (2) #4 @12" CONTRACTOR'S OPTION "• /' • •, (4) #5 BEAM PER PLAN #4x© @ 6" (4) #5 ADM (6) #5 @ 3" INSIDE FAGS ` 2 ' - 0" #4 x 11111 @ 6" WALL THICKNESS 4 REINF PER 52 EXTEND VERT REINF TO TOP OF WALL 5'x10' Opening 5 p 9 #4 x 7@ 12" HORIZ t w> z ._ K 1 w " 10 " #4 X EMBED ANGLE AND GRATE PER GRATE SUPPLIER. + II bf I o # 11111= 24 LE G HORIZ II =11= = I1=11= IIEIIII ALT HOOKS (5)#5 IN WALL CENTER ` I I E I I _ -• 11 - =11=11 I I �, —' -- 92!(19 ,M, l I 1 f f E ACH CELL BEAM PER PLAN > CONTRACTOR'S OPTION Q O Q O #4@ (2)/211 x 4" WH5 @ .• .. me °° 'pC 12" ADM. (6) #5 @ 3" • Y G .. .. ° ° • • 4' -0" GRATE SPAN - 2 'I BEAM LSL RECEIVE INSIDE FACE ' • ' _,- PER PLAN W/ HOLES TO WELDED ADDIL #5 g 6 1� I, L Sx5x /a x bf +l W/ W.T.S. (2)1/2"4) AT BEAM GAUGE @ OPENINGS Support Wall pp Reinforcing THREADED STUDS 10' - 0" Scale: I�" = I'-O" Q Beam Seat 8 WALL THICKNESS & REINF PER 52 EXTEND VERT REINF -- -. T.. TO TOP OF WALL 5'x10' Opening I 0 p 9 #4 x SLAB PER #4 x 24 I LEG HORIZ 11111=11=11= I = 11= 11= 11t1111 I N ALL CELLS FILL VOID WITH HIGH STRENGTH GROUT 11E.11=11 1 I I I= I I 11 E l I 111 11= I I= I I= 11= I I III W/ POUR SLOTS 1111E111= OUR SLOT BY F 11= 11 =11 =11 111 111 11= 11= 11= 11= 11tE1111 II- 11 =11 -11 11`11 =11 -11 11_11 =11 -I1 c J@ 12" HORIZ 2 GLR b00000,00000000 I 16/54 #4 J (2) #4 0 0 0 0 - ALT (5) #5 HOOKS IN WALL CENTER - - I ' • o GOVT #S 12 I" ® ADD'L ABOVE GOLD JOINT. GOLD JOINT DOES NOT NEED TO ALIGN W/ BOTTOM OF PLANK (2) CA �� ®�® �� 00 1 '�`� C�� N Typical Grouted Yp 6 0 .� Joint 15 4 " XIm @ (2) # % 6/54 DOWEL PER q /51 4' 0" WALL THICKNESS (2)*5 . (EXTEND . ION. NICAL i?k1 VERT REINF DRAINAGE MAT OR FREE DRAIN ING BAGKFILL. ' RNF PER 52 > ____,_.±__ 4' -0" 4' -0" 12 Su ort Wall Reinforcin 11 pp 9 ' 4' -0GO�S� Scale: !" = 1' -0" Su or Wall pp 12 GLR 12" GLR < <. ., 1� , �°` � ,! t ': ECEIVED S 203 CENTER PERMIT CE WALL THICKNESS a O C VOLGLAY WATERSTOP RXIOIT. INSTALL PER MFR'S SPECIFICATIONS OR 4" PVC WATERSTOP SLAB -ON -GRADE PER PLAN ' #5 j -ON -GRADE PLAN DOWEL PER 11/54 o °o FOOTING DRAIN PLAN x @ 12" ALT HOOK DOWEL PER 1/51 #5 REINF PER 52 > DOWEL PER I1/54 IN WALL ADM @ OPENINGS ----,-- #4 x C @ 12" HORIZ 1 BEVELED KEY Mo o % FOOTING DRAIN ° o�PER PLAN ALT HOOKS IN #5 @ 12 I oc IN WALL CENTER CENTER ' "LONG" REINF PER 52 � • 4'_0 4'_0 4' -O" � ' z ce a `�• r LONG REINF PER 52 = 1 u -, r- LONG REINF PER 52 x X x x X X X x X X X X x x X x X x x x x x x x X o — o • - • • o , - 12 -0 �� if A! = WIDTH PER PLAN WIDTH PER PLAN >r m v WIDTH PER PLAN Scale." I'-o" Support Wall Reinforce 16 Interior Wall Footin 1 g Co scal e:" = I'-0 °, uon. Exteri Wall I FOR CALL -OUTS IN COMMON SEE Q DETAIL 11 E xt e rio r Wall 18 / EXPIRES 11/02/2008 collons + smith structural engineers 485 Front Steet N Suite F -3 Issaquah, WA 98027 p: 425,369.1101 • f: 425.369.1157 JOB NO DESIGNED: DRAWN: DATE: SHEET TITLE Details SHEET NUMBER: 08-OQI DRN TKE 1/14/08 NO. DATE REVISION 1/14/08 Permit Submittal I 8/26/08 Permit Comments S4 0-an /14/08 ti • . ry ` • 1 4: ; . • NOTES: 1. POLYPROPYLENE ENE A+STM 04101 } ' 2 1;2" G RA1X 6t? REI' 1FORC IN ` ! .M. J4 &'15 ..y 3. 9 COLD DRAM, BAR Cl ::' r_ PATEN - PENDIf.0 • LANE POLY STEPS • 5 . a'8» D R. ;1OL7 3 : Ci -SS, 34'2" LONG ra: • B. X1'3.85TY -'A'I' ODDER MOUNTS ti�.: B. REFER TO OS.1 STEP LSE - AI; POLYPROPYLENE HANGING LADDEllk REV SCi1 41: in ,a3 0.MPItu7a4; @. SH ULTON RAFL g /16" ROUND 8AR RUNG 1i2'GRADEGO H T T D arjl,e NOTES: — a:5 1- 3r1fi'• a 4 0. 0 O. .. 4 4 0 0 0 � -. --- 111',D RE F_I~CTDR3 13" CC CUT OUT iE41EII s14 x c AI'DRDV L: ;.° 0 0 0 4 I 4 ' 0 O a Q 0 D 8 4 D fl 8 p U 9 O 8 6p MANHOLE POLYP RORYLEN E SAFETY STEP CIS-11)C 08.1113 B. SHE-TON RECEIVED SAN 252005 collons + smith structural engineers 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101 ° f: 425.369.1157 EXPIRES 11/02/2008 JOB NO.: 06-oal DESIGNED: D' " SHEET NUMBER: Q /I -i/08 NO. DATE REVISION 1/14/08 Permit Submittal I 8/26/08 Permit Comments 2 9/11/08 Permit Comments 2 A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. KtE COMPLIANCE CODE APPROVED OCT 16 2008 City Of Tukwila ILDING DIVISION 1 " =40' 20 40 80 SIDEWALK EAS 08261544 WHITE -ISED PAVEMENT MARKERS SIGNAL JBOX STORM MANHOLE RIM =29.11 IE. 30 CONC .= . IE 30" CONC W =18.85 CPEP ® 0.5% LF 8" CPEP ®. 0.5% RAI ED PAVEMENT MARKERS 27.2 !s Y Si DRAIN /MH �\1 TYP 2448" `\ RI, -26.5 = .11 6 DOWNSPOUT COLLECTION PIPE 26.7 100 LF 12" 0 0.5F ARCE 26.0 .., Dremtv p B. OM AUL L =15.5 SIGN- CONC PAD 6" IN PVC FOOTING DRAIN RAPPED IN MIRAFI FILTER PER GEOTECH. (TYP.) CONNECT TO 12" (OUT) PROPOSED LOT LIGHT PER ELECTRIO PLAN PROPOSED LOD LIGHT PER LECTRIC'L LA YA'D U HT- VAULT -• NC N =18.75 CONC S =19.35 , ATER VALVE TIE a" C MISC SIGN POWER VAULT ! I .08 a =2r .os 1 =2 .18 FIELD LOCATE EXISTING HORIZONTAL AND VERTICAL LOCATION OF EX. STORM DRAIN PIPE INSTALL: NEW CB TYPE -2 -48" WITH SOLID LID RIM =25.5± IE =21.4 (FIELD VERIFY PRIOR TO INSTALLATON OF VAU ..T) STORM DRAINAGE DETENTION /WATER QUALITY VAULT (20'x84'x8.5' DEEP) BOTTOM VAULT EL =16.6 STATIC WS EL =21.5 MAX. WS EL =24.1 5'x10' REMOVABLE GRATE I 1E=25.6 I ...... I , � - PARKIOII SIGN (� SIGNO N ILANDICAP LANDSCAP ' wM! ADDRESS SIG _ -� v4M_, . STEEL ARD 57i ® 1, no on flag 6 PA "PA S I AL URB �.I. AN SIDE ALK IE =24.6 12" CPEP CONC J EY BARRIE CATCH BASIN TYPE I RIM =24.17 IE 8" CONC SW =21.87 26.2 D ` ENTION /WATER QUALITY WET VAULT (88'x20'x8' DEEP) MAX WS EL =22.75 ST TI WS E =19.7 PARCEL No. 94A EX. BLDG FF -26.8 SSMH RIM =26.02 IE 8" PVC S =19.82 - IE 12" PVC N =19.78 FIRE DEPARTMENT - STAND PIPE MISC SIGN WATER VAULT FIRE DEPARTMENT STAND PIPE MISC BOX NEW SID ALK MISC SIGN ADDRESS SIGN ASP -SP ED CONC RETAINING WALL ! ! CHAINL(N \ \� RE END MAG NAIL AND WASHER LS '15046' STORM SDMII RIM =29.42 NO MEASUREMENTS - (VALVE) PROPOSED LOT LIGHT PER ELECTRICAL PLAN WO GUAR RAIL MISC. SIGN 8 "X8" WOOD BOLLARD WATERLINE ON BRIDGE STRUCTURE BRIDGE STRUCTURE EARTHWORK CONTRACTOR: HAUL ROUTE FOR IMPORT OF PRELOAD USING (5) TRUCK AND TRAILERS: START: FROM HIGHWAY 167 NORTH, TAKE THE SOUTH 180th STREET EXIT TURN LEFT ONTO SPERRY DRIVE. END: 18035 SPERRY DRIVE TUKWILA, WASHINGTON 98188 EMPTY TRUCKS WILL RETURN BY SAME ROUTE. BRIDGE STRUCTURE SANITARY UNE ON BRIDGE STRUCTURE PRELOAD NOTES: 1. PRELOAD PAD ELEVATION SHALL BE MINIMUM OF 3.5' OVER FINISH FLOOR ELEVATION AND SHALL BE 4' IN THE AREAS OF THE ISOLTAED COLUMN FOOTING AND BELOW THE VAULT AREA. 2. THE PRELOAD MUST NOT BE PLACED WITHIN 5 FEET OF THE EXISTING BUILDING. 3. EXTEND THE PRELOAD AREA TO 5 FEET BEYOND THE EDGE OF THE PROPOSED BUILDING AS SHOWN. 4. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORIC SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION, WORK SHALL BE HALTED WITHIN AN AREA LARGE ENOUGH TO MAINTAIN THE ARCHAELOGICAL INTEGRITY AND THE CITY AND STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND THE MUCKLESHOOT TRIBE SHALL BE IMMEDIATELY CONSULTED. 5. CONTRACTOR /OWNER IS RESPONSIBLE TO TV THE EXISTING SANITARY SEWER MAIN ALONG THE NORTH PROPERTY. LINE PRIOR TO PRE -LOAD AND SUBMIT THE RESULT TO CITY. IT'S THE RESPONSIBILTY OF OWNER /CONTRACTOR TO MONITOR THE OPERATION OF THE SANITARY SEWER MAIN DURING PRELOAD AND BUILDING CONSTRUCTION AND MAINTAIN SEWER FLOW AT ALL TIMES. ANY DAMAGE TO THE EXIXTING SEWER PIPE SHALL BE REPAIRED AND RECONSTRUCTED BY DEVELOPER PER CITY OF TUKWILA STANDARDS. A TV MONITORING REPORT SHALL BE SUBMITED TO CITY AFTER FINAL CONSTRUCTION TO INSURE THE PROPER FUNCTION OF SANITARY SEWER MAIN. 8 "X8" W BO SANITARY SSMH RIM =30.34 IE 6" FM W =23.00 IE 8" FM N =22,82 WATER MARKER POST END MAG NAIL AND WASHER - LS "15046" NEW TYPE 2 -48" SDMH WITH SOLID LID RIM =26.1 IE =19.25 PROPOSED LOT LIGHT PER � A ELECTRICAL PLAN �"v 1 2 STORM MANHOLE RIM =26.33 IE 8" CONC NE =2O.6 IE 30" CONC E =15.01 IE 36" CONG NW =14.83 SPECIAL NOTE: THE GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS FOR THIS SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE REPORT FOR THE SITE BE OBSERVED AND COMPLETED DURING ALL PHASES OF THE SITE PREPARATION. ANY PROVSION OF THE REPORT WHICH CONFLICTS WITH INFORMATION SHOWN ELSE WHERE ON THESE DRAWINGS OR WHICH REQUIRE FURTHER CLARAFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DETERMINATION. CONTRACTOR TO OBTAIN AND KEEP A COPY OF THE GEOTECTNICAL REPORT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. PROPOSED MI \ � LOT LIGHT PER • ELECTRICAL PLAN PROPOSED ELECTRICAL PLAN tioNN\ LOT LIGHT PER WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. (SO. 180TH STREET) END 4"X4" CONC MONUMENT w /LEAD AND TACK IN CASE - LOW RAISED PAVEMENT MARKERS PROPOSED LOT LIGHT PER ELECTRICAL PLAN GRADING AND STORM DRAINAGE PLAN MISC SIGN NEW WHEEL CHAIR RAMP WITH DETECTABLE CATCH BASIN TYPE I WARNING PATTERN PER CONC 5 =22.SS IE. RIM =25.05 CITY OF TUKWILA DETAIL 6" � CATCH BASIN TYPE 1 RIM-29.05 IE 8" CONC N =25.85 IE 12" CONG 5 =24.60 LUMINAIRE CATCH BASIN TYPE I RIM =24.75 IE 6 DI ORIIlCE= 22.41 Fl D ; RTMENT STAND PIPE AND WATER ALVE MISC SIGN a SSMH RI -25.79 8" PVC NNW - =20.04 IE 8" PVC SE= 09 \ 2' BRASS DISK IN CONC AT THE NW CORNER OF SO. 1801H `,T. AND SPERRY DR. r" i'NUcU5371 KING COUNTY SIGNAL. POLE w /LUMINAIRE SIGNAL JBOX SANITARY SSMH RIM =29.33 IL 12 E -21.00 IE 12" W =21.93 IE 6" S =22.13 STORM MANHOLE RIM =29.11 NO MEASUREMENTS DOUBLE RINGED WATER VALVE (2) G?AR LUMINAIRE 6,5" STEEL BOLLARD STOP P - a p SANITARY SSMH RIM = 30.02 IE 12" 5 =22.67 IE 12" W =22.57 r TCH BASIN TYPE I r - - I M =25.63 a iE 12" CONC W =23.11 I 1CATCH BASIN TYPE - TRIM =28.51 RTE 12" CONG E ME 12" CONG STORM 5DM' IFM =29.1 IA' 30" It, o 18 REPLACE "PATCH" REMOVED PAVEMENT (MATCH EXISTING PAVEMENT) PER PAVEMENT SECTION DETAIL SHEET C7 (SO. 10TH STREET) 1 .. .' :4 ASPHALT PARKING 170 LF 2' WIDE GRASSLINED SWALE 101 LF 2' WIDE @ 0.50% SLOPE GRASS LINED SWALE ® 1.0% L' ^4 l I � ` EX. BLDG I CATCFT BAfiIN TYPE I 1 RIM =25.31 ON W =23.33 T ASPHALT PARKIN 7 I- I 1 rT 4 IE =25.4 BOTTOM SWALE ■ INSTALL CURB BREAK FOR RUNOFF CONVEYANCE TO SWALE 100' HIGH IMPACT ZO ■ 1 S OW 51 Ni ■ ■ ■ ■ ■ \ 40' RIVER 0' LO W IMPACT ZONE KtNI 1td Mp�N CODE CO WED 00 1 6 20 City 4f Tulila BUILDING_ DM S10N 3 U CO M CO "1 cn U CO CO CD C 03 CM' N U CO CO 00 CN M c 0 to Y U 0 0 a 0 Z PHASE 1 ESTIMATED EARTHWORK QUANTITIES: RECEIVED SEP 252008 PERMIT CENTER CUT= 600 cy FILL= 4,500 cy GEOTECH REPORT PREPARED BY GEO ENGINEERS FOR "WELLS FARGO TOC ANNEX" DATED APRIL 17, 2007. GEOENGINEERS, INC. 1101 SOUTH FAWCETT AVENUE SUITE 200 TACOMA, WASHINGTON 98402 (253) 383 -4940 z IL W z Cc 0 0 co 0 0 I.L. O O co co ui ai 0 .0 c 0 N 'C 0 0 U m c 2 0 a 0 - 0 a) U v > 0 a 0. 0 0 N ND O 00 rn z uJ N N N CO N N 1 14)C° Z CO a) a) CO 0 U GD II 0 0 0 to U) N 0 12" OUT 6" IN PVC FOOTING DRAIN A 20' E 0 N J 58' 30' 12" IN 88' i a 14.46 // / / / / / // // / // \ /� \/ / / // // % / i . • p p g ,' :. D: • • • s D p p MAX. W.S. EL =22.75 STATIC W.S. EL =19.75 p SEDIMENT TRAP EL =15.50 CELL 2 WEST STORMWATER VAULT SECTIONS AND DETAILS •7 PLAN VIEW SCALE: 1"=5' 5'x10' REMOVABLE GRATE SECTION B -B SCALE: 1"=5' H 1"=2' V APPROXIMATE PROPOSED GRADE i/— n ..D .Q v•.• p s •,. p• V•v p° vO . p .p p b D • v • V •V :D 'p p • • • •¢ pD ' ¢ vp. EL =20.75 EL =16.75 D • pv _ • p . _- V - - TOP OF BAFFLE BOTTOM OF BAFFLE NOTE: CELL 1 EXCAVATION FOR THE VAULT WILL LIKELY ENCOUNTER GROUNDWATER. ACCORDINGLY, TEMPORARY EXCAVATION DEWATERING WILL BE REQUIRED. SOFT, WET SUBGRADE CONDITIONS ARE LIKELY TO BE ENCOUNTERED IN THE VAULT EXCAVATION. / -12" DIAMETER VENT (TYP.) ALL FOUR CORNERS .E--- 8 IN 8" IN 6" IN PVC FOOTING DRAIN RAPPED IN MIRAFI FILTER PER GEOTECH. (TYP.) IE =18.0 BELOW THE BASE OF THE SLAB ON THE STORMWATER VAULT, GEOTECH RECOMMEND PLACING AT LEAST 24 INCHES OF 2 —INCH MINUS CRUSHED BALLAST ROCK WITH A GEOTEXTILE FABRIC FOR SEPARATION BETWEEN THE NATIVE SUBGRADE AND THE BALLAST. QUARRY SPALLS ARE AN ACCEPTABLE SUBSTITUTE FOR THE BALLAST. IF QUARRY SPALLS ARE USED, WE RECOMMEND THE GEOTEXTILE FABRIC NOT BE PLACED. THE SPALLS SHOULD BE CAREFULLY TAMPED INTO THE BOTTOM OF THE EXCAVATION TO BRIDGE THE UNDERLYING SOFT, WET SUBGRADE SOIL. 6" IN PVC FOOTING DRAIN MAX. W.S. EL= 22.75 STATIC W.S. EL=19.757 EL. VARIES 5% .D p \-- 6" IN PVC FOOTING DRAIN BOTTOM OF WALL EL =15.50 PAVED ROAD SURFACE BOTTOM OF LID ELEVATION =23.25 MAX WS EL =22.75 NOT TO SCALE PIPE SUPPORTS: 3 "x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL MAX. 3' -0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8 "DIA. SHEAR GATE IE =19.75 . p ° V p APPROXIMATE PROPOSED GRADE SECTION A -A SCALE: 1"=5' H V D ULT ACCESS t 12" CMP 2'MIN. 12" SD • • f D • • • V 1"=2' V 12" CMP STANDPIPE 12" MIN. RESTRICTOR PLATE WITH ORIFICE DIA. = 1 15/16" FLOW RESTRICTOR RISER - WEST VAULT FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS \/ BOTTOM OF LID EL =23.25 60 t3A-. NOTE: SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH STORM WATER VAULT. (PERMIT No. D08 -399) a U CO 0 M Y 0 03 0 CO N co a 0 m co N N RECEIVED SEP 252008 PERMIT CENTER 0 m a, a) N M 0 N 0. a Y U m 0 a, 0 z w 0 0 Z z 0 U w z 0 c w • = a O U J _ / O V CC D Q I— J w F— U (" oc w Q Q LEE- < Co cc cc U u- N C" ) O) GO to GO N 0 0 O 0) Q •a) a) c rn U m c 0 0 Q v a) C) U a) t 0 CO a, 0 0. 0. a) 0 a, N M O 00 a, F- z W N N N i N 10 N X N 00 N 00 i N N U) W 0 ce W N J I Z W z O > Z W W z � 0 w J > ON CD z z a- 0 Z 0 t 00 to 0 0 v v R q • .. o ' ' ,. • '.�. e e a .. d' . . • ° a • e .. • • 4 .. . • n a • a • • d d • 24" DIAMETER MANHOLE ACCESS (TYP.) O CELL 2 •♦♦♦♦♦♦♦♦♦♦♦♦ .♦♦♦♦♦♦ . GRATE REMOVABLE PANEL MADE OF STAINLESS STEEL, WOOD, FIBERGLASS OR PLASTIC CELL 1 0 C., • . ,e — 5 x10 REMOVABLE IE =18.0 4 4 IE =17.75 P • y °' e d O ff d ^ < • ° d V n �' • O °• d 12" OUT 6" IN PVC FOOTING DRAIN A 20' E 0 N J 58' 30' 12" IN 88' i a 14.46 // / / / / / // // / // \ /� \/ / / // // % / i . • p p g ,' :. D: • • • s D p p MAX. W.S. EL =22.75 STATIC W.S. EL =19.75 p SEDIMENT TRAP EL =15.50 CELL 2 WEST STORMWATER VAULT SECTIONS AND DETAILS •7 PLAN VIEW SCALE: 1"=5' 5'x10' REMOVABLE GRATE SECTION B -B SCALE: 1"=5' H 1"=2' V APPROXIMATE PROPOSED GRADE i/— n ..D .Q v•.• p s •,. p• V•v p° vO . p .p p b D • v • V •V :D 'p p • • • •¢ pD ' ¢ vp. EL =20.75 EL =16.75 D • pv _ • p . _- V - - TOP OF BAFFLE BOTTOM OF BAFFLE NOTE: CELL 1 EXCAVATION FOR THE VAULT WILL LIKELY ENCOUNTER GROUNDWATER. ACCORDINGLY, TEMPORARY EXCAVATION DEWATERING WILL BE REQUIRED. SOFT, WET SUBGRADE CONDITIONS ARE LIKELY TO BE ENCOUNTERED IN THE VAULT EXCAVATION. / -12" DIAMETER VENT (TYP.) ALL FOUR CORNERS .E--- 8 IN 8" IN 6" IN PVC FOOTING DRAIN RAPPED IN MIRAFI FILTER PER GEOTECH. (TYP.) IE =18.0 BELOW THE BASE OF THE SLAB ON THE STORMWATER VAULT, GEOTECH RECOMMEND PLACING AT LEAST 24 INCHES OF 2 —INCH MINUS CRUSHED BALLAST ROCK WITH A GEOTEXTILE FABRIC FOR SEPARATION BETWEEN THE NATIVE SUBGRADE AND THE BALLAST. QUARRY SPALLS ARE AN ACCEPTABLE SUBSTITUTE FOR THE BALLAST. IF QUARRY SPALLS ARE USED, WE RECOMMEND THE GEOTEXTILE FABRIC NOT BE PLACED. THE SPALLS SHOULD BE CAREFULLY TAMPED INTO THE BOTTOM OF THE EXCAVATION TO BRIDGE THE UNDERLYING SOFT, WET SUBGRADE SOIL. 6" IN PVC FOOTING DRAIN MAX. W.S. EL= 22.75 STATIC W.S. EL=19.757 EL. VARIES 5% .D p \-- 6" IN PVC FOOTING DRAIN BOTTOM OF WALL EL =15.50 PAVED ROAD SURFACE BOTTOM OF LID ELEVATION =23.25 MAX WS EL =22.75 NOT TO SCALE PIPE SUPPORTS: 3 "x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL MAX. 3' -0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8 "DIA. SHEAR GATE IE =19.75 . p ° V p APPROXIMATE PROPOSED GRADE SECTION A -A SCALE: 1"=5' H V D ULT ACCESS t 12" CMP 2'MIN. 12" SD • • f D • • • V 1"=2' V 12" CMP STANDPIPE 12" MIN. RESTRICTOR PLATE WITH ORIFICE DIA. = 1 15/16" FLOW RESTRICTOR RISER - WEST VAULT FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS \/ BOTTOM OF LID EL =23.25 60 t3A-. NOTE: SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH STORM WATER VAULT. (PERMIT No. D08 -399) a U CO 0 M Y 0 03 0 CO N co a 0 m co N N RECEIVED SEP 252008 PERMIT CENTER 0 m a, a) N M 0 N 0. a Y U m 0 a, 0 z w 0 0 Z z 0 U w z 0 c w • = a O U J _ / O V CC D Q I— J w F— U (" oc w Q Q LEE- < Co cc cc U u- N C" ) O) GO to GO N 0 0 O 0) Q •a) a) c rn U m c 0 0 Q v a) C) U a) t 0 CO a, 0 0. 0. a) 0 a, N M O 00 a, F- z W N N N i N 10 N X N 00 N 00 i N N U) W 0 ce W N J I Z W z O > Z W W z � 0 w J > ON CD z z a- 0 Z 0 t 00 to 0 0 1 5 OUT A 20' <//'//<//'<////'<//<//K//'////'<//<//'<//'// EAST STORMWATER VAULT SECTIONS AND DETAILS 56' 28' 84' PLAN VIEW SCALE: 1"=5' / / / / / / /// 5'x10' REMOVABLE GRATE 6" IN PVC FOOTING DRAIN 16.85 MAX. WS. EL =24.1 STATIC W.S. EL =21.5 p CELL 2 TOP OF BAFFLE EL =22.6 BOTTOM OF BAFFLE EL =18.6 CELL 1 12" IN EL =21.53 6" IN PVC FOOTING DRAIN RAPPED IN MIRAFI FILTER PER GEOTECH. (TYP.) SECTION B -B SCALE: 1 " =5' H 1 " =2' V APPROXIMATE PROPOSED GRADE V* \� % \\, \ �\ \�, \�, \\:, \ \!\ , \:.\• i / \ \ \ %�,, \ ��/ \ \� %� % \�, \ \�, 12" DIAMETER VENT (TYP.) ALL FOUR CORNERS IE =21.50 IE =21.50 BOTTOM OF LID ELEVATION =24.6 12" CMP 2'MIN. PAVED ROAD SURFACE PIPE SUPPORTS: 3 "x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL CO MAX. 3' -0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8 "DIA. SHEAR GATE VAULT ACCESS LID 12" CMP STANDPIPE 12" MIN. RESTRICTOR PLATE WITH ORIFICE DIA. = 11/16" FLOW RESTRICTOR RISER - EAST VAULT NOT TO SCALE SECTION A -A SCALE: 1 " =5' H 1 " =2' V /— APPROXIMATE PROPOSED GRADE NOTE: SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH STORM WATER VAULT. FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS • • . _ • 8 (UNDER SEPARATE FUTURE PERMIT) Y U 03 (D CO a U m 00 0 RECEIVED SEP 2 5 2000 PERMIT CENTER 0 00 03 c TO a a 0 m 0 0 0 z z 0 Q Q c i- W W 0. CA 0 0 Q 0 U Z Q Q � Z O Oac F- Q� u- Cn J J w CO ▪ < 2 Q c 0 ` Z a) Z I 0 c 0 0 v C) Y U a) -C 0 CO 0 - 0 0 a Q n 0 N (NI 0 a) 0 0 U) c6 U Z j z0 zw c_ c_ F � Z z w N N N Z O N 00 O o Z 5 0) CD 00 R Z I I Li., ``' < s--- �— Z :LOS �z (NI cNi � � w w , ;;j -4- > D Y � •� 0 cn GO 03 C�1 00 0 4- 0 X 0 II 0 a) 0 U N 0 • o • 4 . a a ' ' e ° o .. ' ' . ° e . ' a e ° ' . • ° • • 4 e • 24" DIAMETER MANHOLE ACCESS MP.) CELL 2 1 .♦♦♦♦♦♦♦♦♦♦♦.. . AL. A GRATE REMOVABLE PANEL MADE OF STAINLESS STEEL, WOOD, FIBERGLASS OR PLASTIC CELL 1 • 4 1 1 11b. < ., • . 5'x10' REMOVABLE 1 5 OUT A 20' <//'//<//'<////'<//<//K//'////'<//<//'<//'// EAST STORMWATER VAULT SECTIONS AND DETAILS 56' 28' 84' PLAN VIEW SCALE: 1"=5' / / / / / / /// 5'x10' REMOVABLE GRATE 6" IN PVC FOOTING DRAIN 16.85 MAX. WS. EL =24.1 STATIC W.S. EL =21.5 p CELL 2 TOP OF BAFFLE EL =22.6 BOTTOM OF BAFFLE EL =18.6 CELL 1 12" IN EL =21.53 6" IN PVC FOOTING DRAIN RAPPED IN MIRAFI FILTER PER GEOTECH. (TYP.) SECTION B -B SCALE: 1 " =5' H 1 " =2' V APPROXIMATE PROPOSED GRADE V* \� % \\, \ �\ \�, \�, \\:, \ \!\ , \:.\• i / \ \ \ %�,, \ ��/ \ \� %� % \�, \ \�, 12" DIAMETER VENT (TYP.) ALL FOUR CORNERS IE =21.50 IE =21.50 BOTTOM OF LID ELEVATION =24.6 12" CMP 2'MIN. PAVED ROAD SURFACE PIPE SUPPORTS: 3 "x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL CO MAX. 3' -0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8 "DIA. SHEAR GATE VAULT ACCESS LID 12" CMP STANDPIPE 12" MIN. RESTRICTOR PLATE WITH ORIFICE DIA. = 11/16" FLOW RESTRICTOR RISER - EAST VAULT NOT TO SCALE SECTION A -A SCALE: 1 " =5' H 1 " =2' V /— APPROXIMATE PROPOSED GRADE NOTE: SEPARATE BUILDING PERMIT IS REQUIRED FOR EACH STORM WATER VAULT. FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS • • . _ • 8 (UNDER SEPARATE FUTURE PERMIT) Y U 03 (D CO a U m 00 0 RECEIVED SEP 2 5 2000 PERMIT CENTER 0 00 03 c TO a a 0 m 0 0 0 z z 0 Q Q c i- W W 0. CA 0 0 Q 0 U Z Q Q � Z O Oac F- Q� u- Cn J J w CO ▪ < 2 Q c 0 ` Z a) Z I 0 c 0 0 v C) Y U a) -C 0 CO 0 - 0 0 a Q n 0 N (NI 0 a) 0 0 U) c6 U Z j z0 zw c_ c_ F � Z z w N N N Z O N 00 O o Z 5 0) CD 00 R Z I I Li., ``' < s--- �— Z :LOS �z (NI cNi � � w w , ;;j -4- > D Y � •� 0 cn GO 03 C�1 00 0 4- 0 X 0 II 0 a) 0 U N 0