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HomeMy WebLinkAboutPermit D09-235 - KING COUNTY - BOW LAKE - WASTE WATER RETENTION VAULTBOW LAKE TRANSFER WASTEWATER VAULT 18800 ORILLIA RD S D09 -235 Parcel No.: 3523049037 Address: 18800 ORILLIA RD S TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: BOW LAKE - WASTEWATER RETENTION VAULT Address: 18800 ORILLIA RD S , TUKWILA WA Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA 98104 Phone: Contact Person: Name: ZACH GAUL Address: 9125 10TH AVE S , SEATTLE WA 98108 Phone: 206 - 396 -1331 Contractor: Name: GARY MERLINO CONST CO INC Address: 9125 10TH AVE S , SEATTLE WA 98108 Phone: (206)762 -9125 Contractor License No: GARYMCC 150MW doc: IBC -10/06 Cnty.f Tukwila 0 DEVELOPMENT PERMIT DESCRIPTION OF WORK: INSTALLATION OF 1280 SQ FT WASTEWATER RETENTION VAULT AT BOW LAKE TRANSFER STATION Value of Construction: $300,000.00 Fees Collected: $4,914.57 Type of Fire Protection: NONE International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: * * continued on next page ** Permit Number: D09 -235 Issue Date: 11/24/2009 Permit Expires On: 05/23/2010 Expiration Date: 02/14/2011 D09 -235 Printed: 11 -24 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signature: The granting of t construction or Signature: Print Name: doc: IBC -10/06 ermit does ormance City ofi'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /wwwci.tukwila.wa.us CA4 ( Yttf Permit Number: D09 -235 Issue Date: 11/24/2009 Permit Expires On: 05/23/2010 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. of presume to give authority to violate or cancel the provisions of any other state or local laws regulating f w•} am authorized to sign and obtain this development permit. Date: l 1241 0 1 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. D09 -235 Printed: 11 -24 -2009 • 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 Parcel No.: 3523049037 Permit Number: D09 -235 Address: 18800 ORILLIA RD S TUKW Status: ISSUED Suite No: Applied Date: 11/04/2009 Tenant: BOW LAKE - WASTEWATER RETENTION VAULT Issue Date: 11/24/2009 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 D09 -235 Printed: 11 -24 -2009 15: ** *PUBLIC WORKS 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 16: Access vault ladder shall be per City of Tukwila Detail DS -11 and DS -10 C, which are attached to the plan set, as part of this permit approval. The last ladder step shall be 12 "minimum to 18" maximum from the vault bottom. 17: Wastewater Vault shall comply with the Geotechnical Report /Evaluation by HWA GeoSciences, Inc., dated August 28, 2008 and subsequent geotech reports /evaluations. doc: Cond -10/06 * * continued on next page ** D09 -235 Printed: 11 -24 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: 64 doc: Cond -10/06 D09 -235 Date: II/24/0/ ordinances governing or local laws regulating Printed: 11 -24 -2009 Tenant Name: Name: Zach Gaul CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Trttp ivWci tukwit SITE LOCATION ',S)..3 - gni Site Address: 18800 Orillia Rd. S. Tukwila, WA 98188 Bow Lake Recycling and Transfer Property Owners Name: King County Finance and Business Mailing Address: 201 South Jackson Mailing Address: 9125 10th Ave. S. E -Mail Address: zachg @gmccinc.com 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 ** Company Name: Gary Merlino Construction Company Inc. Mailing Address: 9125 10th Ave. S. Contact Person: Zach Gaul E -Mail Address: zachg @gmccinc.com Contractor Registration Number: GARYMCC150MW Contact Person: Ian Sutton H:\Applications\Forns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 91- 6001082 Suite Number: Floor: New Tenant: ❑ Yes Seattle City WA State 7 ..No 98104 Zip CONTACT PERSON who do we contact when your permit is ready to be issued Day Telephone: (206) 396 -1331 Seattle WA 98108 City Fax Number: Seattle State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) WA 98108 City State Day Telephone: (206) 396 -1331 Fax Number: Expiration Date: 02/14/2011 Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: R.W. Beck, Inc. Mailing Address: 1001 Fourth Avenue Seattle WA 98154 City State Zip Day Telephone: (206) 695 -4700 E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: R.W. Beck, Inc Mailing Address: 1001 Seattle WA 98154 City State Zip Contact Person: Ian Sutton Day Telephone: (206) 695 -4700 E -Mail Address: Fax Number: Page 1 of 6 [BUILDING PERMIT INFORM PION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 300,000 Scope of Work (please provide detailed information): Installation of a 1,280sgft wastewater retention vault at Bow Lake Transfer Station. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ m.. No If yes, a separate permit and plan submittal will be required. 1 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: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of ` Occupancy per IBC l' Floor 2 Floor 3 Floor Floors that Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck [BUILDING PERMIT INFORM PION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 300,000 Scope of Work (please provide detailed information): Installation of a 1,280sgft wastewater retention vault at Bow Lake Transfer Station. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ m.. No If yes, a separate permit and plan submittal will be required. 1 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: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑ Yes 0 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PUBLIC WORKS PERMITINFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Installation of a 1,280sgft wastewater retention vault at Bow Lake Transfer Station. Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District m ...Tukwila ❑ .'..Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided Septic System: ❑ ! On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): m .;.Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance .LConstruction/Excavation/Fill - Right -of -way ❑ Non Right -of -way 0 m ...Total Cut 9.600 cubic yards ❑ .. Work in Flood Zone m ...Total Fill 7.787 cubic yards m .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ .:.Water Only Meter Size WO # ❑ !.Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ ❑ .. Renton ❑ .. Seattle ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size VI FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: N/A Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 3 of 6 BUILDING OWNE ORI Signature: Date Application Accepted: 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 F WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name: Zai Gaul Day Telephone: (206) 396 -1331 Seattle Mailing Address: 9125 10th Avenue South Date Application Expires: lk9 -Dq H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh City Date: 11/02/2009 WA 98108 State Zip Staff Initials: titte, Page 6 of 6 Parcel No.: 3523049037 Permit Number: D09 -235 Address: 18800 ORILLIA RD S TUKW Status: APPROVED Suite No: Applied Date: 11/04/2009 Applicant: BOW LAKE - WASTEWATER RETENTION VAULT Issue Date: Receipt No.: R09 -01890 Initials: User ID: Payee: LAW 1632 ZACH GAUL 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 Credit Crd VISA - Authorization No. 014682 ACCOUNT ITEM LIST: Description BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 RECEIPT 2,980.30 Payment Amount: $2,980.30 Total: $2,980.30 Account Code Current Pmts Payment Date: 11/24/2009 01:31 PM Balance: $0.00 2,975.80 4.50 PAYMENT ECEIVED doc: Receiot -06 Printed: 11 -24 -2009 • City of Tukwila Parcel No.: 3523049037 Permit Number: D09 -235 Address: 18800 ORILLIA RD S TUKW Status: PENDING Suite No: Applied Date: 11/04/2009 Applicant: BOW LAKE TRANSFER - WASTEWATER VAULT Issue Date: Receipt No.: R09 - 01738 Payment Amount: $1,934.27 Initials: WER Payment Date: 11/04/2009 12:26 PM User ID: 1655 Balance: $2,980.30 Payee: GARY MERLINO CONSTRUCTION Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://wwwci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 059898 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES RECEIPT 1,934.27 Account Code Current Pmts 000.345.830 1,934.27 Total: $1,934.27 PAYMENT RECEIVED doc: Receipt -06 Printed: 11 -04 -2009 COMMENTS: .. l , FQC i H IN.l C› — 1+1 -.2 a a J '.13 SAM S - Ar tcNI �) . — c 11 L - (t ee - ,,o-c.r ( k.J6ve f Date Called: fit✓ ; - '• r =rY f ;— ( ;-..1 /0 tri - 1O d S c i'1 A, +.)A 2 - 2 - 10 / l ,• t1L "IA ( CA ∎C 6, • Ib / l<0 IJ , - f i) (_ a q - I L ',t G • 6- ib ,. i ,v:. -"i" f c� 1>C{r° � �- � tv � Phone No: Projeht: , r .� J L 4 ILP Type of Inspection: F tk/ ) Address: _ )8,° OO DR /LL'A k Date Called: Special Instructions: Date Wanted: -7- 24-)0 a.m. p.m. Requester: Phone No: INSPE N NO. © Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Corrections required prior to approval. (206)431 -3670 Inspe .tor: Date: 7-�-1IJ $6'.00 REINSPECTIO FEE REQU ,IED. Prior to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re eipt No.: 'Date: k u� Pr �: C�J 1� K Type of Inspection: �L (1 r. [, &`1.3 1 k , A dress: I80 340ORIUTARN Date Called: Special Instructions: Date Wanted: _.:L J S— 2 0/ 0 P.m. Requester: Phone No: Z ° 5 3- 2_55 -73/ c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9- I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OM M'EAITS: 1K)4,4‘ v.AAttNi V■Ais Ap Pva`Aur $6 .00 REINSPEC ION ' EE REQUIRED rior to inspection, fee must be paid at 6300 South enter Blvd., Suite 10 Call to schedule reinspection. Receipt No.: Date: Date: Approved per applicable codes. Corrections required prior to approval. 3 s ti &' -2, 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 42 �? 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 4/Le- Address: Special Insttuctions: Typ fInspe ion: r - ( 'a 3Am WW Date Called: p.m. Date Wanted: ' /6/a5 Requester: Phone No: s3 2 55 - asp , CO M MENTS: Inspe eceipt No.: yea_ 7 rJ 60.00 REINSP CTION EE REQUIRED. Prior to inspection, f must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. Corrections required prior to approval. Project: �C�IJ L.a.VCC Type of Inspection: t Jp cI ✓ L t Address: I5800 Or; I (to\ e ) Date Called: _71 1511 Special Instructions: Date Wanted: '1 / KO 110 a.m. p.m. Requester: Phone No: LIP Ft") .111 OS INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: — Vuu.Ff ladders 1091 fQ-r f Ia aS Letf-er Irailut d 4o al (-1 k)fq 6 En,1-nee -FS • Floptled Inspector: - PS Date: / & to t ri $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: MAYES TESTING ENGINEERS, INC. July 22, 2010 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: King County Bow Lake Transfer Station 18800 Orillia Road Tukwila, WA Project No. L09404 Gentlemen, This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Welding Inspection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Robert Glenn Senior Project Manager Final Letter - REVISED Permit No. D09 - 235 (Sewer water vault) D09 -124 (Storm water vault) D08 -389 (Stud welding and pile splices) Seattle Office 20225 Cedar Valley Road Suite 110 Lynruced, WA 98036 ph 425.7429360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Sufte E -2 Tacoma, WA 98499 ph 253.5843720 fax 253.5843707 Portland Office 7911 NE 33rd Drive Sure 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 MAYES TESTING ENGINEERS, INC. Project No. L09404 Project King Co Bow Lake Transfer Station Vaults Address 18800 Orillia Road, Tukwila, WA Permit No. D09 -235 Bldg Dept. City of Tukwila Owner King County Engineer KPFF Contractor Merlino Record No. 007 Date 2/2/10 Weather — Inspection Welding Sample(s) -- Tacoma oaks 10029 S. Tacoma Way She E-2 Tacana, WA 98499 112535843720 tax 253.584.3707 Portland Mx 7911NE33rdWye Sub 190 Podend, CR97211 ph 503281.7515 fax 503281.7579 Completed final welding inspection of pile splice C -27. Both flanges and web are acceptable to AWS D1.1 -06 specifications. Inspected fit -up of C -29 for root opening, bevel angles, and backing bars. Monitored welding of root pass, inner pass, and final welding. Both flanges and web are welded and visually acceptable on C -29. Inspected fit -up of C -30. Monitored welding in process of C -30. All (3) joints were welded and found acceptable. C -29 was UT tested upon completion of welding. See attached for UT details. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Mark Vassallo Reviewed by: Timothy G. Beckerle, P.E. Branch Manager Seat* Office 20225 Ceder Road X110 Ly,Ynna 4 WA 98036 ph 425.7429360 froc425.745.1737 Page 1 of 1 MAYES TESTING ENGINEERS, INC. December 28, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: King County Bow Lake Transfer Station 18800 Orillia Road Tukwila, WA Project No. L09404 Gentlemen, Final Letter Permit No. D09 -235 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Welding Inspection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager SeQ91ce 20225ce3rvaleyRoad &de 110 Lymnood, WA98038 ph42 1.742.9060 13x4257451737 Taoori a►!oe 1o029STa me Way Sub E2 Tamara, WA 98499 ph 2535843720 W253.59437O7 aorm►aasoe 7911 NE 33rdDf e Sle 190 Patna OR97211 ph 503291.7515 fax S33281.7579 MAYES TESTING ENGINEERS, INC. December 28, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: King County Bow Lake Transfer Station 18800 Orillia Road Tukwila, WA Project No. L09404 Gentlemen, Final Letter Permit No. D09 -235 Tacoma Office 100295 Taxnv Way Sub E-2 Tacoma, WA 93499 ph 2515943720 fax M15843707 Patlandatice 7911 NE33dOriue Sub 193 PbrQaa0R9211 ph 503281.7515 ta(5032017579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Welding Inspection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. Timothy G. Beckerle, P.E. Branch Manager Seattle Me 20225 Oxtr valeyRoad Sub 110 14mAcat WA93003 ph 425.7429393 tax 425745.1737 MAYES TESTING ENGINEERS, INC. Owner King County Engineer KPFF Contractor Merlino Record No. 004 Date 1/28/10 Weather Overcast Inspection Structural steel Sample(s) N/A Project No. L09404 Project King Co Bow Lake Transfer Station Vaults Address 18800 Orillia Road, Tukwila, WA Permit No. D09 -235 Bldg Dept. City of Tukwila Performed visual inspection of top and bottom wall connections in wastewater valve vault. Connections were made per Utility Vault installation drawings. Welds were found to be visually acceptable using AWS D1.1 acceptance criteria. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Skip Szurek Reviewed by: Kevin Graham Senior Project Manager s Office 20225 Cedar valey Road Suit 110 LyrrNrood,VVA98036 ph 425.7429360 fa<425.745.1737 Tacoma Office 10029 S. Taoana VVay Site E -2 Taooma,VVA98499 ph 253.584.3720 fax 253.584.3707 Po►aardOfce 7911 NE 33rd Drive Stifle 190 Portland, OR 97211 ph 503281.7515 fax 503281.7579 RECEIVED JAN 2 9 2010 PERMIT CENTEF Page 1 of 1 0 Oldcastle Precast PO Box 588 • Auburn, WA 98071 -0588 Gary Merlino Construction 9215 10 S Seattle Wa, 98108 Re: Panel Vault at Bow Lake Transfer Station Attn: Zack Gual This letter is regarding a variance for the connection details shown on the drawings for the above referenced vault. I understand that a 3/4" thick weld plate was used for the wall to cover connections instead of a 3/8" thick plate. I have reviewed the calculations and the 3/4" plate is acceptable. Sincerely, Steven C. Hiester, PE vwvw.oldcastleprecast.com Phone (253 839 -3500 Fax (253 735 -4201 Toll Free (800 892 -1538 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 210 Date: 2 -24 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Number: D08 -389 Conditions Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Number: D08 -389 Conditions Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Number: D08 -389 Conditions 6:45am Arrived at project site. 7:18am I noted CTI has their vacuum street sweeper cleaning the roadways of the Transfer Station. 8:01 am Merlino has personnel unloading the delivery truck of risers for the Waste Water Holding Tank. 8:16am Merlino has a Deere 450 excavator operator, a Komatsu PC210 excavator operator and two (2) laborers working on installing risers on SSMH -SP3. They are now removing the lid for setting additional risers. 8:21 am Merlino has operators of a Cat 320 excavator and Cat CS563 vibratory roller and two laborers constructing a temporary 8 -10 foot wide road for the shotcrete subcontractors to use during Wall "C" construction. The temporary road has been constructed from Pile C87 to Pile C62. 8:40am I noted that CTI has a Hitachi 450 excavator operator and a Deere 350D off - road haul truck operator currently working on establishing a 1:1 slope at the future site of the compactor bay. The excavated material is being transported to the east slope fill area for placement. 8:49am I note that Cruncher Rebar (subcontractor) is on site and making preparations for rebar installation for Gravity Wall "A ". 9:OOam I attended the Weekly Construction Meeting held in Merlino's office trailer 9:44am The Weekly Construction Meeting Concluded. 10:30am I attended the shotcrete preconstruction meeting with all parties concerned with this aspect of the project. 12:02pm Shotcrete preconstruction meeting concluded. 12:15pm Merlino has operators of a Cat 320 excavator, Cat CS563 vibratory roller, Cat 962 loader and Cat D6N dozer constructing a temporary 8 -10 foot wide road for the shotcrete subcontractors to use during Wall "C" construction. The loader operator is "bucketing 11/4" recycled concrete to the Cat D6N dozer operator who is then spreading this material to create the temporary roadway. The recycled concrete has been graded from Pile C87 to Pile C62. The Cat 320 excavator operator is rough King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 210 Date: 2 -24 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Number: D08 -389 Conditions Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Number: D08 -389 Conditions Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station grading a "bench" for the temporary road to be built on. 12:42pm Cruncher Rebar is currently installing the 1:4 batter and bottom sections of the rebar "cage" from Sta. A8 +60 to Sta. A10 +20. 1:36pm I noted that Merlino crew members are continuing to construct the temporary road on the face side of Wall "C ". However, ecology blocks are now being used to construct the outside edge of the temporary roadway. The first blocks were positioned (three (3) high) at Pile C54. A bench wide enough for the blocks to sit on is being excavated and gravel is placed as a stable base for the blocks. The area between the Pile face and the blocks is then being backfilled and compacted with the material that was present. A 1 -2 foot layer of 11/4' recycled concrete is then used to level the temporary road. 1:45pm Due to the site experiencing heavy rainfall, CTI has halted excavation of the 1:1 slope (future compactor bay area) and transport of the material to the east slope fill area. 2:01pm Merlino has two (2) laborers cleaning the inside of the Surface Water Treatment Vault. 2:38pm The last truck trailer of 11/4" recycled concrete was delivered by Merlino truck drivers. 3:OOpm Merlino halted operations for today. 3:15pm I departed for today Was anyone injured today? Yes No X Details EWO work performed today? Yes X No ASI #5 2 — Operators = 3hrs total, 2 — Laborers = 4 hrs total, Deere 450 excavator = 1.5hrs, Komatsu PC210 excavator w/hoe -pac = 1.5hrs, Ford F450 = 2hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No Compaction testing by King County Materials Lab at 12:30pm 2 -25 -2010. Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No Precon for Shotcrete Tara and Tim - King County Materials Lab, Sa Hong — HWA Geosciences, Rick and Ian — RW Beck, Dave Stuckle — City of Tukwila La King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 210 Date: 2 -24 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 3 Merlino Construction Laborer 10 Merlino Construction Operator 6 Merlino Construction Driver 3 Merlino Construction Flagger 0 Merlino Construction Concrete 1 CTI Operator 5 CTI Driver 1 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Cat CB224E Vibe Roller (M) N/A Rainier Recycling Operator 0 Hitachi 300 Excavator (M) 1 Cruncher (Re -Bar) Laborer 1 Cruncher (Re -Bar) Supervisor • 1 Bomag BW 213D Vibe Roller United Rentals (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 excavator (CTI) 1 1 KomatsuPC220 excavator (CTI) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS583/563 Vibe Roller #30010(M) 1 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 4 Peterbilt Tractor Semi (M) 4 Ford F350 Flatbed w /tools (M) 1 Ford F450 Flatbed w /tools (M) 4 John Deere 450 Excavator #24914(M) 1 Cat 938G loader w /forks (M) 1 Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Cat CB224E Vibe Roller (M) N/A Komatsu PC 10 excavator (M) 1 Hitachi 300 Excavator (M) 1 Komatsu D375A Dozer (CTI) 1 Cat 938F Loader (CTI) 1 • Bomag BW 213D Vibe Roller United Rentals (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 excavator (CTI) 1 1 KomatsuPC220 excavator (CTI) 1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 210 Date: 2 -24 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Vault Area — Preparing to Remove the Lid from SSMH -SP3 — ASI #5 Vault Area — Rubber Gasket put in place prior to setting additional Risers — ASI #5 February 24, 2010 1 of T4 Vault Area — Removing the Lid from SSMH -SP3 — ASI #5 Vault Area — Lowering a Section onto SSMH -SP3 — ASI #5 tr, v, �Ln,.. -�y.yy�• - Gravity Wall "A" - Initial Rebar Work on wall by Cruncher Ironworkers - Item 1 Gravity Wall "A" - Rebar Construction on wall from Sta. A8 +60 to A10+20 February 24, 2010 2 of T4 j , Gravity Wall "A" -Rebar Material laid out for Installation on wall - Bid Item 1 Gravity Wall "A" - Rebar Construction on wall from Sta. A8 +60 to A10 +20 Compactor Bay Area — Excavating a 1:1 Slope at the Future Compacter Bay :t .": Wall "C" — Constructing a Temporary Road for Shotcrete Operations February 24, 2010 • . 3 of T4 Wall "C" — Constructing a Temporary Road for Shotcrete Operations Wall "C" — Constructing a Temporary Road for Shotcrete Operations 1 Wall "C" — Utilizing Ecology Blocks to Construct a Temporary Road for Shotcrete Wall "C" — Compacting the Fill next to the Ecology Blocks for the Temporary Road February 24, 2010 4 of T4 Wall "C" — Utilizing Ecology Blocks to Construct a Temporary Road for Shotcrete Wall "C" — Grading Material on the Back Side of the wall — Bid Item 1 DAY OF THE WEEK: Sunday Monday X Tuesday Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ lei King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 174 Date: 1 -04 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 7:51am Arrived at project site. 8:12am Merlino is actively involved with storm water pumping (from sediment pond) and transport to the off -site discharge location in Tukwila. 8:47am CTI has their vacuum street sweeper cleaning the roadways. 9:01 am Merlino has a Cat 320 excavator operator and four laborers placing gravel backfill for drains (footing drain) on the north and east sides of the Waste Water Holding Tank. 9:12am I noted that a rotary laser is being utilized to establish the required 219.00 IE elevation for the 4" dia. perforated PVC pipe footing drain around the Waste Water Holding Tank. 9:27am I called the City of Tukwila's Inspection Request Line and scheduled an appointment for tomorrow morning to inspect the footing drain of the Waste Water Holding Tank. 9:38am Merlino personnel are placing 4" dia. perforated PVC pipe on the prepared 3- 4 inch drain rock base (elev. 219.00) on the north and east sides of the Waste Water Holding Tank. 9:52am Merlino has placed drain rock (three inches) over the 4" dia. perforated PVC pipe and a laborer is now covering the footing drain with Geotextile Type B filter fabric. 10:01 am The Cat 320 excavator operator and labor personnel are establishing a grade on the west side of the Holding Tank to allow for three (3) inches of gravel backfill for drains below the IE of the perforated pipe. 10:19am Merlino's excavator operator is placing gravel backfill for drains along the west side of the Waste Water Holding Tank. Two laborers with assistance from a grade checker are placing the gravel at elevation 219.00 in preparation of laying drain pipe. 10:40am Crew members have laid the 4" dia. perforated pipe on the prepared drain rock grade of the Holding Tank's west side. Personnel made the connection to the elbow on the north side of the Waste Water Holding Tank. 10:56am Merlino personnel have covered the perforated pipe on the west side of the King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 174 Date: 1 -04 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Waste Water Holding Tank with three (3) inches of gravel backfill for drains. 11:10am Merlino crew members are establishing the required grade of three (3) inches below the IE of the perforated footing drain pipe on the south side of the Waste Water Holding Tank. 11:40am The Cat 320 excavator operator and laborers are placing drain rock to elevation 219.00 on the south side of the Holding Tank. 11:55am Merlino has two (2) laborers laying the 4" dia. perforated PVC pipe along the south side of the Waste Water Holding Tank. 12:07pm The excavator operator and laborers are placing a minimum of three (3) inches of gravel backfill for drains over the 4" dia. perforated PVC pipe. 12:20pm Crew members are placing Geotextile Type B filter fabric over the backfilled footing drain on the south side of the Waste Water Holding Tank. 12:28pm Merlino has completed the footing drain installation for the Waste Water Holding Tank. The lead operator has indicated that the crew will now concentrate on grouting the upper portions (outside) of the precast panel joints of the Holding Tank. 12:50pm Personnel have acquired the materials and tools required for grouting operations on the outside of the Waste Water holding Tank. Crew members are starting on the north side of the Holding Tank. 1:46pm I noted that the Merlino laborers have completed grouting the precast concrete panel joints and lift points on the north side (outside) of the Waste Water Holding Tank. A non - metallic / non -shrink construction grout was used to accomplish this task. 2:04pm The lifting points on the west and east sides of the Waste Water Holding Tank have been filled with a non - shrink construction grout. 2:40pm Merlino has completed the grouting of the joints and lift points on the south side of the Holding Tank. 3:OOpm Merlino crew has parked equipment and cleaned -up for today. 3:50pm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino ASI #5 2 operators — 9hrs total, 4 laborers — 21 hrs total, Cat 962G loader — I hr, Cat 320 excavator - 6.5hrs, Ford F450 w /tools - 8hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No City of Tukwila footing drain inspection on the morning of 1 -04 -10 Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No Tom Creegan — King County Solid Waste Division Project Manager King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 174 Date: 1 -04 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 5 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 0 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 3 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 2 1 Peterbilt Tractor Semi (M) 2 1 Ford F350 Flatbed w /tools (M) 1 Ford F450 Flatbed w /tools (M) 2 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gaI Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 3 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 174 Date: 1 -04 -10 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Placing Gravel Back-fill for Drains on the North Side of the Sewer Vault — ASI #5 Installed Footing Drain Covered with Filter Fabric — ASI #5 January 04 2010 1 of T4 Establishing a Footing Drain Grade on the West Side of the Sewer Vault — ASI #5 Verifying Drain Rock Grade on the South Side of the Sewer Vault — ASI #5 .a. Laying a 4" Dia. Perforated Footing Drain Pipe around the Sewer Vault — ASI #5 Back Filling the Perforated Pipe with Drain Rock — ASI #5 January 04 2010 2 of T4 Measuring for Proper Placement of the Footing Drain from the Vault — ASI #5 .,,... ,� ,�. ,s.= . :,. .�. , ... ..ter. -,, . rormw Cutting Pipe to the Required Length on the West Side of the Sewer Vault — ASI #5 Back Fill for Drains Being Placed on the East Side of the Sewer Vault - ASI #5 9 QiY W[4AR' 1 !!w ■ t AJ �w...�.ewr_ ... _... n._a+�v_��; ^a'�� Back Fill for Drains Being Placed on the South Side of the Sewer Vault - ASI #5 January 04 2010 3 of T4 Footing Drain Installation on the South Side of the Sewer Vault - ASI #5 Tie -in Stubbed out for Connection to SSMH -SP3 - ASI #5 Back Fill for Drains Being Placed on the East Side of the Sewer Vault - ASI #5 Grouting a Precast Concrete Joint - ASI #5 January 04 2010 4 of T4 Footing Drain Installation on the South Side of the Sewer Vault - ASI #5 Grouting a Lifting Point on the South Side of the Sewer Vault - ASI #5 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear Partly Cloudy X Overcast Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ M King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 173 Date: 12 -23 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station 6:44am Arrived at project site. 7:05am Jim Bidon (Merlino Supervisor) informed me that he would have two individuals (an operator and laborer) working on backfill of the Waste Water Holding Tank to elevation 219.00. The remainder of Merlin personnel will concentrate on placing Visqueen sheeting on the East Slope and erosion control measures. 7:55am Merlino's Cat 320 excavator operator is placing a one (1) foot lift of native sand on the north and south sides of the Waste Water Holding Tank. 8:16am A laborer from Merlino is using a Bomag walk- behind plate compactor to compact the newly placed one (1) foot lift on the north side of the Waste Water Holding Tank. 8:39am I noted that personnel were pulling plastic sheeting into position on the East Slope above Wall "E ". 9:OOam I attended the Weekly Construction Meeting at Merlino's office trailer. 9:45am The Weekly Construction Meeting ended. 9:55am I returned to the Waste Water Holding Tank and observed the Cat 962G loader operator placing native material on the east end of the Holding Tank. A laborer was compacting the placed lift on the south side with a Bomag walk- behind plate compactor. 10:25am William Parsons (King County Materials Lab) arrived on site for compaction tests on the perimeter of the Waste Water Holding Tank. 10:54am William Parsons utilized a Troxler 3440 density gauge to complete compaction testing around the perimeter of the Waste Water Holding Tank at elevation 219.00 with the following compaction results: North Side — 99.7 %, South Side — 96.8 %, West Side — 99.3 %, East Side — 96.1 %. The results exceeded the requirements of Section 02300 of the technical specifications. 12:02pm Merlino has personnel repairing and repositioning the previously placed reinforced plastic sheeting on the uppermost portion of the East Slope. 1:15pm A Merlino operator is utilizing a Cat D6N dozer to level the ruts (as an Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino ASI #5 1 operator — 3.5hrs, 1 laborer — 3.5hrs total, Cat 962G loader — 2.5hrs, Cat 320 excavator -1 hr, plate compactor — 3.5hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None a. Ull King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 173 Date: 12 -23 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station erosion control measure) above the East Slope fill. 1:25pm I spoke with Eric and Paul (Merlino Personnel) about repairing the plastic sheeting on the slope near the Waste Water Holding Tank / below the southeast corner of the Transfer Station Trailer Yard. 1:36pm Merlino has personnel repairing the plastic sheeting (Visqueen) on the structural embankment material stockpile to the west of the Transfer Station. 2:30pm Merlino crew has parked equipment and cleaned -up for today. 2:45pm I departed for today. Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 6 Merlino Construction Operator 1 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 1 CTI Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 3 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Ford F450 Flatbed w /tools (M) 2 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gaI Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 3 Hitachi 270LC excavator (CTI) l Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 173 Date: 12 -23 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Test # Station Offset Grade/ Elev. Sect. Type Material Type Lab Opt. Field Test Corr. Opt. % #4 I Test Corr. Max. % Comp_ Pass / Fail Notes 180 N. Wall 2.5' 219' Fill Native 13.5 9.3 13.5 100 109.7 109.3 109.7 99.6 Pass Backfill 181 E. Wall 3.5' 219' Fill Native 13.5 9.9 13.5 100 109.7 105.4 109.7 96.1 Pass Backfill 182 W. Wall 2' 219' Fill Native 13.5 8.4 13.5 100 109.7 108.9 109.7 99.3 Pass Backfill 183 S. Wall 3' 219' Fill Native 13.5 12.3 13.5 100 109.7 106.2 109.7 96.8 Pass Backfill King County Department of Transportation Materials Laboratory Project: Bow Lake Recycling & Transfer Station Contractor: Compaction Eq. Used: BOMAG BPR 45/55D, plate compactor Compaction Method: 02300 - 32/32- Section 3.06.G Proctor /Curve Number: KC - 1136 Remarks: 1. Troxler 3440 #38246 2. Waste Water Holding Tank 3. All offsets are from center /face of wall. FIELD COMPACTION CONTROL Gary Merlino Construction Company, Inc. F.A.S. No. Project No.: R49413 Percent Moisture 155 Monroe Avenue NE. Bldg. D, Renton, WA 98056 -4199 Phone: (206) 296 -7709 Fax: (206) 296 -0179 Date: 12/23/2009 Tested By: William S. Parsons Dry Density (P Copies Distribution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Const. Admin. Bacicfilling the S.E. Corner of the Sewer Vault - ASI #5 Compacting the Fill around the Sewer Vault - ASI #5 December 23 2009 1 of T2 Bacicilling the S.E. Corner of the Sewer Vault - ASI #5 Compacting the Fill around the Sewer Vault - ASI #5 • KCML Performing a Compaction Test on the South Side of the Sewer Vault TESC — Placing Black Plastic (Daily Cover) on the East Slope above Wall "E" December 23 2009 2 of T2 KCML Performing a Compaction Test on the West Side of the Sewer Vault TESC — Repairing Plastic Sheeting (Daily Cover) on the Embankment Stockpile DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy X Overcast Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ l�1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 172 Date: 12 -22 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station 6:25am Arrived at project site. 6:30am Skip Szurek from Mayes Testing Engineers, Inc. arrived on site to inspect re- weld of the upper steel plates on the north wall of the Waste Water Holding Tank. 7:15am Skip (Mayes Testing) completed inspections on the re- welding of the steel plates inside the Waste Water Holding Tank. 7:43am I called William Parsons (King County Materials Lab) and received his voice mail. I left a message for him to call me. 7:56am I noted that Merlino has four (4) laborers grouting the outside of the Waste Water Holding Tank and Two (2) laborers grouting on the inside. 8:10am Merlino personnel are currently utilizing a non -shrink structural grout (recommended by the vault manufacturer) on the lower north side of the Waste Water Holding Tank. 8:49am William Parsons (KCML) returned my call. I scheduled compaction testing for the fill around the Waste Water Holding Tank tomorrow morning at 9:OOam. 9:20am The crew members working on the inside of the Waste Water Holding Tank have completed the lower half portion of required grouting. They are setting -up ladders for work on the upper portion (inside) of the Waste water Holding Tank. 10:13am Merlino is using water soluble marking paint to indicate one foot increments on the sides of the Waste Water Holding Tank for future backfilling operations. 10:23am Merlino is now grouting the lower half (outside) of the south side of the Waste Water Holding Tank. 10:40am I observed a laborer from Merlino applying curing compound on the grout placed earlier this morning. 10:44am The Cat 962G loader operator placed a one (1) foot lift of native sand on the north side of the Waste Water Holding Tank. 11:02am A crew member is utilizing a walk- behind plate compacter to compact the one foot lift next to the north side of the Waste Water Holding Tank. 12: 1 Opm A second one (1) foot lift of native sand has been placed on the south and Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino ASI #5 I operator — 8hrs, 6 laborers — 40.5hrs total, Cat 962G loader - 5hrs, Cat 320 excavator -2hrs, Deere 450 excavator — 1 hr, 2 ea. Ford F450 — 16hrs, Ford F350 - 7.5hrs, plate compactor — 5hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No William Parsons (King County Materials Lab) at 9:OOam 12 -23 -09 for compaction testing around the sewer vault Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 172 Date: 12 -22 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault west sides of the Waste Water Holding Tank. 12:35pm A laborer is utilizing the walk- behind plate compactor to compact the second lift on west and south sides of the Waste Water Holding Tank. 12:42pm I called William Parsons (KCML) and discussed the possibility of him doing compaction tests this afternoon because Merlino has the first two lifts of native sand compacted around the Waste Water Holding Tank. William Stated he could be to the site between 1:30pm and 2:OOpm. 12:57pm The Cat 320 excavator operator is placing native sand in a one (1) foot lift on the east and south sides of the Waste Water Holding Tank. 1:36pm The two individuals working on the grout inside the Waste Water Holding Tank are approximately 80% done. They estimate that they could finish grouting the inside tomorrow. 1:58pm William Parsons (King County Materials Lab) arrived on site for compaction testing. 2:34pm William completed compaction testing around the perimeter of the Waste Water Holding Tank at elevation 218.00 with the following compactive effort results: North Side — 97.3 %, South Side — 98.5 %, West Side — 95.0 %, East Side — 97.9 %. 3:OOpm Merlino crew has parked equipment and cleaned -up for today. 3:15pm I departed for today. Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 6 Merlino Construction Operator 1 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 1 CTI Driver 0 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 3 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) • 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) k 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Ford F450 Flatbed w /tools (M) 2 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 3 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) • 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) k 1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 172 Date: 12 -22 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm MAYES TESTING ENGINEERS, INC Adit 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33'" Drive, Suite 190 Portland, OR 97211 Inspector: Z3 : Time: to Inspector: Time: to Time: to Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Hours: Hours: Inspector: Hours: NONCONFORMING CONDITIONS /CORRECTIVE ACTIONS TAKEN: Page 1 of Field Copy / Subject to Review ( 2 / 2 2 / 0° ( Project: Y.0 Om") U tfu `wscue . �u Permit No.: A ► - 23S Weather: C WL I Project No.: Log �T 01 Date: Project Address: Owner: Engineer: Architect: Contractor: Samples: LI , Type of Inspection: . 55 N/A SUMMARY: ( k) CXI O ) Mit w Pert - e- VA LT w TO L (b COQ CX) CAS - ALL 1 ►� M 0 C :erp 0 (5 5, t P AL S 3/4 i ' ELF e) Pre t,3 Pcs5 SST 1 u f 3 /8// FAA of 5 k iN L5 1 sN 2c ()I 1 t.._.1 T Y v kULTc)2c. O "Dlefruowcys . (,) D S a -P L L-`y--- .5 ► fk--},A) 5 4 mj J r� E 1 L, (- - PPienv I G, Sv 35T 1 - run 1 c NO i tcV ki L - T- - M G p ) IJ E 01 crt.s • W Etb P VACS' L � 51 C P c Z} w IN , t • d kri • To the best of dui: items ifispecte today are ,c oniQrma ' ce 4104.' with: pproved laris• a nd S e cif c ions • • ,: • r p . .. wledge, ; q. • � • :�y�.t Yi. r_ • . • 7., * t • ` s:� r y . • � !k • �t i 4 • S ? •. 5 � : -. , .Ni5 jY ' pre li' 1� �inary I _spection� 4 �.' - ., • • .. r. . r .. . _ _ • : r " .;.v• kx :Jr.. _ ,. . ' F,:7 .; jX.;rasr.`t d::. : Its.:144 4 ”% .r“ r ' •a : 7 • , ,.' • r MTE 1000 -3C, Rev 2, 4/1/07 ®ldcastle Precast PO Box 588 • Auburn. WA 98071 -0588 Phone (253) 839 -3500 Fax (253) 735 -4201 Toll Free (800) 892 -1538 Gary Merlino Construction 921510' S • Seattle Wa, 98108 Re: Panel Vault at Bow Lake Transfer Station Attn: Zack Gual This letter is regarding a variance for the connection details shown on the drawings for the above referenced vault. I understand that a 3/4" thick weld plate was used for the wall to cover connections instead of a 3/8" thick plate. I have reviewed the calculations and the 3/4" plate is acceptable. Sincerely, G. Steven C. Hiester, PE www.oldcastleprecast.com Test # Station Offset Grade/ Elev. Sect. Type Material Type Lab Opt. Field Test Corr. Opt. % #4, Lab Max Test Corr. Max. % Comp. Pass / Fail Notes 176 N. Wall 2' 218' Fill Native 13,5 10.0 13.5 100 109.7 106.8 109.7 97.4 Pass Backfill 177 W. Wall 3' 218' Fill Native 13.5 11.5 13.5 100 109.7 104.0 109.7 i 94.8 Pass Backfill 178 E. Wall 2.5' 218' Fill Native 13.5 9.9 13.5 100 109.7 107.4 109.7 1 97.9 Pass Backfill 17 9 S. Wall 3' 218' Fill Native 13.5 13.4 13.5 100 109.7 108.0 109.7 98.5 Pass Backfill King County Department of Transportation Materials Laboratory Project: Bow Lake Recycling & Transfer Station Project No.: R49413 Contractor: Gary Merlino Construction Company, Inc. F.A.S. No. Compaction Eq. Used: BOMAG BPR 45/55D, plate compactor Compaction Method: 02300 - 32/32- Section 3.06.G Proctor /Curve Number: KC -09 -1136 Remarks: 1. Troxler 3440 #38246 2. Waste Water Holding Tank 3. All offsets are from center /face of wall. King County FIELD COMPACTION CONTROL Percent Moisture j 6 Ai I L 5S Momwe Avenue NE, Bld_, 0. Renton. WA 93056 -41 Phone 1206,_96-'709 Ea,, • (06) 96 -0179 12/22/2009 William S. Parsons Copies Distribution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Const. Admin. Non -Shrink Structural Grout used interior and exterior of the Sewer Vault - ASI #5 Lower Portion of the Sewer Vault Grouted - ASI #5 December 22 2009 1 of T4 Grouting the Outside of the Sewer Vault - ASI #5 Grouting the South Side of the Sewer Vault - ASI #5 Grouting the South Side and Corner of the Sewer Vault — ASI #5 Preparation for the Curing Compound Application — ASI #5 December 22 2009 2 of T4 Grout work at the Base of the Wall Panel on the North Side — ASI #5 Applying the Curing Compound to the Sewer Vault — ASI #5 Grouting work on the Inside of the Sewer Vault — ASI #5 Grouting the upper portion of the Inside of the Sewer Vault — ASI #5 December 22 2009 3 of T4 Grouting work on the Inside of the Sewer Vault — ASI #5 Joint and Hardware Pockets Grouted — ASI #5 One Foot Increments Marked on the Sewer Vault for Back Fill Operations — ASI #5 Back Fill Operations around the Sewer Vault — ASI #5 December 22 2009 4 of T4 Compacting the Fill on the North Side of the Sewer Vault — ASI #5 Compacting the Fill on the South Side of the Sewer Vault — ASI #5 DAY OF THE WEEK: Sunday Monday X Tuesday Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55 -70 70-85 85+ U1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 171 Date: 12 -21 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:40am Arrived at project site. 7:10am Jim Bidon (Merlino Supervisor) is briefing his personnel on today's activities. 7:30am I noted that Merlino has personnel pumping water out of the sediment pond and into the baker tank. Storm water is then being transported to the off -site discharge area. 8:15am Merlino has (3) three personnel inside the Waste Water Holding Tank. Two laborers and a welder. The laborers are loosening the bolts on the northwest wall in preparation of the welder removing the plates that were welded last week. The objective is to get the northwest wall to move a half an inch to provide a better seat for the top section of the vault. 8:37am I did a walk -thru and assessment of erosion and TESC measures due to a heavy rain event. 9:18am I notified Jim Bidon of my findings during the TESC walk -thru. I especially wanted him to take care of a breach in the silt fence next to I -5. 9:46am Merlino has an individual repairing the silt fence (approx. Sta. A9 +25) next to I -5. 10:OOam I noted that Merlino's welder has removed the steel plates along the top of the northwest wall. The two laborers are now utilizing wall jacks in an attempt to get the wall panel to shift '''A" (to the northwest) for a better seat of the top section. 10:20am Merlino's two laborers are adding an additional wall jack to the northwest wall to provide better leverage to shift the wall panel. 10:45am Merlino has begun work on the footing drain of the Waste Water Holding Tank. Two individuals are cutting the Geotextile fabric to width and another is leveling the area where the perforated PVC pipe will be placed. 10:55am The northwest wall panel of the Waste Water Holding Tank has been shifted ''h" and the top panel now has a good seat. 11:05am Personnel are re- tightening the nuts on the northwest wall. 11:26am Merlino's welder has started to re -weld new steel plates where the old ones la King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 171 Date: 12 -21 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault were removed this morning. 11:45am CK Humphreys scheduled a re- inspection by Mayes of the welding performed today. Mayes will be on site tomorrow morning at 6:30am. 12:14pm Merlin personnel are assembling the 4" dia. perforated PVC pipe for placement around the Waste Water Holding Tank. 12:42pm Merlino has two laborers initiating the grouting of the vertical joints and hardware pockets inside of the Waste Water Holding Tank. 1:06pm I called James Dunaway (City of Tukwila Inspector) and reached his voice mail. I left a message inviting him to inspect the footing drain of the Waste Water Holding Tank prior to noon tomorrow. 1:39pm I noticed that Merlino personnel were installing the footing drain at the wrong elevation. I notified Jim Bidon that there was a change to the original elevation and that the new IE was at 219.00. Jim had his personnel remove the installed footing drain. 1:42pm I called Jim Dunaway (City of Tukwila) and notified him that Merlino would not be ready for a footing drain inspection tomorrow. 1:50pm Merlino's welder completed re- welding of the steel plates on the upper portion of the northwest wall of the Waste Water Holding Tank. Re- inspection by Mayes of these plates is scheduled for 6:30am tomorrow morning. 2:OOpm The personnel working on the inside of the Waste Water holding Tank have nearly completed the grouting of lower half of the Holding Tank. Personnel are using a non - shrink structural grout approved by the manufacturer. 2:20pm The personnel who were working on installing the footing drain have switched to grouting operations on the outside of the Waste Water Holding Tank. 2:50pm Merlino personnel are parking equipment and cleaning -up for today. 3:OOpm I departed for today. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino 1 operator — 4.25hrs, 5 laborers — 29.75hrs total, 1 welder- 8hrs, Deere 450 excavator - 4.25hrs, Cat 962G loader 2hrs, Ford F450 — 4.5hrs, Ford F350 -1hr Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No Mayes — Re- inspection of welding on the northwest wall of the Sewer Vault Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None LSI King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 171 Date: 12 -21 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 5 Merlino Construction Operator 2 Merlino Construction Driver 1 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 1 CTI Driver 0 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 3 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 1 2 Peterbilt Tractor Semi (M) 1 2 Ford F350 Flatbed w /tools (M) 1 Ford F450 Flatbed w /tools (M) 1 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000ga1 Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 3 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 lai King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 171 Date: 12 -21 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Air Quality Monitor inside the Sewer Vault - ASI #5 Observing for Adjustment of the North West Wall Panel - AS1 #5 December 21 2009 1 of T3 Preparing to Adjust the Northwest Wall Panel 1/2 Inch - ASI #5 Re-welding of the Plates on the North West Wall - ASI #5 Removing the Wall Jacks from inside the Sewer Vault - ASI #5 Start of Grouting Operations inside the Sewer Vault - ASI #5 December 21 2009 2 of T3 Starting Grouting Operations inside the Sewer Vault - ASI #5 Drain Rock Placed over the Sewer Vault Footing Drain - ASI #5 vrflw,r ,1"="1, d.Dtr -4 •• :, r- ...1,1 :r.- ,. .71,r,11..orst- Removing the Wall Jacks from inside the Sewer Vault - ASI #5 Water Pumping Operations from the Sediment Pond to the Baker Tank - Bid Item 1 December 21 2009 3 of T3 Check Dam above Wall "E" - Bid Item I TESC - Ponding of Water next to Interstate 5 during a Rain Event • !' MA YES ES TESTING ENGINEERS, INC. December 28, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attention: Building Official Re: King County Bow Lake Transfer Station 18800 Orillia Road Tukwila, WA Project No. L09404 Gentlemen, Final Letter Permit No. D09 -235 TaoomaOf6ce 10029STacorre Way Sule E,2 Taoorne. WA 96499 ph 2535843720 fax 2535843707 Fardaafofioe 7911 NE33dDrire &i7e 190 Poland, OR97211 ph 500281.7515 fax 503231.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Welding Inspection To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, Mayes Testing Engineers, Inc. 7 -� Timothy G. Beckerle, P.E. Branch Manager 20225CodavaleyRoad s 110 Ly nAcod WA98006 ph 425.7429360 fax 425.745.1737 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday Friday X Saturday WEATHER: Clear Partly Cloudy X Overcast Fog Rain TEMPERATURE: 10-32 32 -55 X 55-70 70-85 85+ • • KinggCounty Bow Lake Recycle & Transfer Station Site Preparation - Contact Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 170 Date: 12 -18-09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor. Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:30am Arrived at project site. 7:15 am Jim Bidon briefed me on the day's activities. He has a crew of 4 plus a welder. Work on the vault includes welding and grouting seams. Later in the morning Jim plans to haul water from the detention pond using 2 of his crew. 8:15 am Entered the waste water vault and observed Merlino's crew of 2 grouting the vault floor seams. The welder is welding the top of the wall panels to the lid. The lid panel seams have been grouted. Observed CTI vacuum street sweeper on site cleaning roads. 8:30 Walked the site. Observed Merlino's crew dewatering the detention pond using 3 tanker trucks and the 962G loader to tow the fully loaded tankers up the steep access road. 10:30 am Entered the waste water vault and observed Merlino's crew completing the grouting of the perimeter floor /wall seam. The welder has completed all the top welds and they are ready for special inspection. Welder is removing his equipment in preparation to leave the site. Oxygen sensor is reading 21.9% 10:45 am Merlino has added additional barrels and warning tape on the waste water vault lid as a safety precaution near lid openings. Reviewed confined space entry permit log. Permit for today's work was filled out. 12:55pm Skip Szurek with Mayes Testing arrived on site to inspect the waste water vault welds along the top of the panels. He discovered 4 connections on Wall Panel E -1 and 1 connection at the NE comer of Wall Panel S -1 which did not meet the welding specification. The connection plates were installed skewed to the underside of the top panel. Skip discussed the issue with Jim Bidon and me. Merlino will submit alternate detail to Utility Vault for approval. Skip's report is attached. 1;55 pm Skip Szurek departed site. 2:30 pm Departed site for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino's 4 man crew and welder are grouting seams and welding panels. 2 men will be dewatering the detention pond. Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X Visitors? Yes X No Skip Szurek Mayes Testing Engineers KingCQounty Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 170 Date: 12 -18 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number. C00272C08 Inspector. Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 0 Merlino Construction Laborer 3 Merlin Construction Operator 1 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 0 CTI Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag 13W 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) I BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 I Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6N Dozer (CTI) I Hitachi 450 Excavator (CTI) 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag 13W 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) I BG -15H Drill Rig (MD) 1 KingCounty Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 170 Date: 12 -18 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor. Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm MAYES TESTING ENGINEERS, INC 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E2 Fh 253.584.3720 Tacoina, WA 98499 Fax 253.584.3707 7911 NE 33 Drive, Suite 190 Fh 503.281.7515 Portland, OR 97211 Fax 503.281.7579 Inspector: Time: Inspector: Time: Inspector: Time: J )L to to to Hours: Hours: Hours: Page 1 of Field Copy / Subject to Review Project No.: Project: VC tcw Lh 1CC Permit No.: 1)(A — 235 Project Address: Owner: (_ 0 Engineer: OL k_ Architect: Contractor: Type of Inspection: Samples: Date: 2 /18/09 ►Y4A -iSrLe Weather: 0VLIe( SUMMARY: f L F O`e -P- (; t V 1SL !sL C I to c J P.. TEW V t) PcLL. To e Cut =(-' l 1=111 _ ALL CCUN,iEC- .,�t1 F Erb w N k hJ 'tit OST C 0 zrfv of 0A. P E St wL c LET L I \ LKC J I 120OT (. )/\'P J\ Pl A i � w E LF • t ) t b tu.. c* io P W 11 t 0T (a te N �,� frUL V Ae--`(11,3G F r2' l L tom- s L A ) L. g c' V LYE 5 I` t`12) _ E ► N it) W P&L L k et s, ` , : ._U J j ` Z v i ` LL.) m-� (�1 LYC- L I N - kJ 00- ; / OJ 1> (Vl P\ v t 1.J I k 3 i - Cj" , (V ) L. 1 1.x) c) '5 u f3 M 1 To the best ofour kn ail r teiiis inspected today 1 • .. :4. r. { ;i 1 • •• .Y. M Yes ° ® N`o : . r ': • , NONCONFORMING CONDITIONS /CORRECTIVE ACTIONS TAKEN: are iri conformance. with approved • Prelimina .Ins ection • plans and specifications • . t • MTE 1000 -3C, Rev 2, 4/1/07 Welder is Welding the Top of the Panel Sections Failed Weld at Panel E -1 December 18 2009 1 of W3 a Laborer Placing Grout inside the Vault at Wall and Base Panel Expansive Foam used to fill seams in the Floor Panel join area Prior Grouting December 18 2009 2 of W3 Finished Grout Seam at Wall and Base Panel Laborer Grouting a Seam Joint TESC — CTI Street Sweeper maintaining roads a �• t.�tYr ., . • 3 . � ' xr. ..r. • ..r't'3 .. TESC — Preparing for the weekend by Emptying Sediment Pond in case of rain December 18 2009 3ofW3 TESC - Earth Fishers in Temporary Check Dam Sump on the East Slope TESC - Tanker Truck loaded with Pond Water being towed up the hill by a loader MAYES TESTING ENGINEERS, INC. Project No. L09404 Project King Co Bow Lake Transfer Station Address 18800 Orillia Road, Tukwila, WA Permit No. D09 -235 Bldg Dept. City of Tukwila Owner King County Engineer KPFF Contractor Merlino Record No. 002 Date 12/18/09 Weather Overcast Inspection Structural steel Sample(s) N/A Performed visual inspection of wastewater vault wall top connections. All connections of end wall El and northernmost connection of side panel S1 were completed with excessive root gap and plates were installed skewed to underside of top panel with root gaps at wall varying from 1/8" to 3/8 ". No welds were oversized to tie in to wall panel embeds. Discussed issue with Merlino superintendent and Magnan inspector. Merlino to submit alternate detail to precast supplier for approval. Preliminary Inspection Inspector: Skip Szurek Reviewed by: Seat& Office 20225 ceaarva6ey Road Sure 110 Lynwood WA 98036 ph 425.742.9060 fm 425.745.1737 Tacoma office 10029S. Tacoma Way Scale E-2 Tacoma, WA 984,99 ph 253584.3720 fax 253584.3707 Ayeand aice 7911 fE33dDive Spa 190 Portland, 0R97211 ph 500281.7515 fax 503281.7579 Robert Gardner Senior Project Manager Page 1 of 1 DAY OF THE WEEK: Sunday 1 Monday 1 Tuesday I i Wednesday 1 Thursday H X H I Friday 1 I Saturday WEATHER: Clear l Partly Cloudy I Overcast Fog X 1 Rain _._ TEMPERATURE: _ __1 10-32 32 -55 55-70 70-85 X 85+ King County Bow Lake Recycle & Transfer'Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Report No: 169 Date: 12 -17 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Insoector: Walt Woicik Time Work Started: 7:OOam Time Work Stooped: 3:OOom 6:30am Arrived at project site. 7:15 am Jim Bidon briefed me on the day's activities. He has a crew of 4 plus a welder. Work on the vault included welding and grouting seams. Later in the morning Jim plans to haul water from the detention pond. 8:15 am Merlino has installed a steel plate ramp on the north side of the vault leading to the top for ease of access. 8:20 am Entered the waste water vault and observed the welder working on the north half of the vault. Heating, lighting and ventilation satisfactory. 8:30 am Observed the installation of an oxygen sensor located in the center of the vault at eye level. The meter reading was 21.8 %. 8:45 am Reviewed confined space entry permit log. Permit for today's work was filled out. 8:50 am Observed that the top T -4, T -2, & T -2 seams were grouted. One half of the T -2, T -3 seam was also grouted at the centerline. The grout being used is ProSpec F- 77 Construction Grout. 8:55 am Merlino added another axial blower to provide additional air circulation in the vault. 9:00 am Walked the remainder of the site and observed that Merlino had staged tanker trucks for dewatering the detention pond. There is no other activity on site. 10:30 am Merlino has added additional safety devises to the top of the vault which limits access to the vaults edges. They include barrels and warning tape . 10:35 am Observed Merlino's crew working to adjust wall Panel E -1 to seat top Panel T -1. When installed on 12/16/09 Panel T -1 did not seat correctly. The crew added additional wall jacks to the Panel, loosened the wall fasteners and moved the top of the wall approximately '''A to % -inch which allowed the top panel to seat correctly. 11:15 am Received Ness Crane log and invoice for miscellaneous small tools from Merlino's Project manager. KingCounty Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 169 Date: 12 -17 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor. Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 11:30 am Received Certified Welder Card for Mike Eibey the welder working on the Waste Water Vault and the Utility Vault welding detail for securing the vault panels. Copies attached to this report. 12:30 pm Skip Szurek welding inspector for Mayes Testing Engineers arrived on site. We proceeded to the Waste Water Vault where skip inspected the panel welds. Skip fmished inspecting all bottom welds and will return on 12/18/09 to inspect the top welds. Skip provided a written report showing all welds were acceptable using AWS D1.1 acceptance criteria. 1:25 pm Skip Szurek departed the site. Attached are Skips WABO Certifications and the welding inspection report. 1:35 pm Noted Merlino received 4" perforated and non - perforated pipe and fittings for the Waste Water Vault footing drain. 2:30 pm Departed site for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino's 4 man crew and welder are grouting seams and welding panels. Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes X No 4" perforated and non - perforated pipe and fittings for the footing drain around the Waste Water Vault Visitors? Yes X No Skip Szurek Mayes Testing Engineers King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 169 Date: 12 -17 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlin Construction Supervisor 1 Merlino Construction Laborer 8 Merlino Construction Operator 1 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 0 CTI Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB13S mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6N Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB13S mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract. Number 1 Contract Number C00272C08 Inspector's Daily Report Signed /t/C'A Report No: 169 Date: 12 -17 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number. C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm MAYES 20225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98499 7911 NE 33" Drive, Suite 190 Portland, OR 97211 Inspector: Time: Inspector: Time: Inspector: Time: TESTING ENGINEERS, INC Fh 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 to to to Hours: Hours: SUMMARY: e -1erC a4 € V.5—L) Act- ► t�� C - t is ■l c y W P W Fk�2- Viku LT 1 w kLL 11 C. E C�1 cm.s S e V (: I F l E) t,J L W Pty pore -c 1t 1d `f W / CEYezn F I LT W EL :>02. c--T c CA) r' i pL Q 1-- z csr V A LT Co cJ crt,N Dic , , w 2DS Es c FCC 7 10 Age V( emu jec L /k CC C L E PZ2 S ( . 1 Ac c fi t 'Q 1 `SLJ /■ • Project No.: (_0 `I + f Date: 1 Project: y...C, I50w us—%e—E• j *- )5fEle. T' Permit No.: –Z 35 Weather: ©vCYeG Project Address: Owner: Engineer: Architect: Contractor: (fl L12L.1 N 0 Type of Inspection: •v• Samples: NV /Is r -" . u lKVA i'; WY q`'° . ?,4:70 1f i .:u 4/E4l.+,�s�4f`," .,- ca`;.?cee.W - 0-W' :?�Y�''� et'.:i1FL7�&z'i'V. 51 yi:750 : a' - 'ti ..C.3�AF.• - r Ti'R. , ti`1'-� Torthe bestiof-ourrknorw_ dge;laII1 temsinspecteditoday,; are., c in„�conformance,wrthl:approved pla s andcsec (�pfication !Cr "'*! ^K ° Z. �*, Vq'r:a` tt" ° 1{ je ,5 w t ; P LC� ,'' :ti. �, ti µ.+,:: G 'Ki.�rs•" .' °"'l �, c2 klA 4°;, r. "4'�° l ". 9��c' ° <�S?;:.u?�,`(, ^ 'i'y� ba �s }s., Y ' i ""'•a t Ks's+� >."` -�, `,`' : 4SiYClc .` �t..,. ��YY: 4.v�1:..tinn _.�t_.^l.a!'E*w�`. lr�Drnl�m�n�nas inrnnn lrnn,8;��`.s�''.,?,'r''nyr t NONCONFORMING CONDITIONS /CORRECTIVE ACTIONS TAKEN: Page (of Field Copy / Subject to Review MTE 1000 -3C, Rev 2, 4/1/07 WASHINGTON ASSOCIATION OF BUILDING OFFICIALS PO Bow 7310 • Olympia. WA 98507.7310 _ + 360) 586.67:5 • s•N.Waba org CERTIFIED SPECIAL INSPECTOR JOHN S. SZUREK 20225 CEDAR VALLEY RD STE 110 LYNNWOOD WA 98036 ID NUTtl ert SI 01296 This card is the property of WABO Expires: April 1, 2010 RENEW ON OR BEFORE E *PIRAT{ON DATE Valid only when certificate holder is employed by a WABO Regmered Agency RC REINFORCED CONCRETE SS STRUCTURAL STEEL AND WELDING FP SPRAY- APPLIED FIRE- RESISTIVE MATERIALS PA PROPRIETARY ANCHORS nn�uttnq Cc+![ iU1,1►11 JOHN S SZUREK STRUCTURAL STEEL & WELDING SPECIAL INSPECTOR The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examinations. Expiration date: AprII 10, 2011 No. 1113643 -85 Not valid unless signed by certificate holder. ' ICC certification attests to competent knowledge of codes and standards WA..SHINGTON ASSOCIATION OF BUILDING OFFICIALS_ PO 6 . 7310 • Olynipta. WA 98507.7310 •.r ; ..t .360) 586.6725 • ,•rvxr.vA bn org CERTIFIED SPECIAL INSPECTOR JOHN S. SZUREK 20225 CEDAR VALLEY RD STE 110 LYNNWOOD WA 98036 ID Number: SI 01296 Expires: April 1, 2010 RENEW ON OR BEFORE EXPIRATION DATE Vase only when cerottcate nobler bs employed by a WABO Registered Agency RC REINFORCED CONCRETE SS STRUCTURAL STEEL AND WELDING FP SPRAY - APPLIED FIRE - RESISTIVE MATERIALS PA PROPRIETARY ANCHORS This card is the property of WABO MIKE D. EIBEY 26129 PL SE • KENT WA 98042 ABQ wilder Cel fled process qu&i cal cra ,•:. :i$$•tlle .. cQ th ggt 61)i8,CARD I$TFiE FROPE(TY OF 'LIMBO 7310, O WA 61 P :O. C ti i gp� tymp15, WA 9 t�: '8M-664-9515 ♦ wwWxrabo org' : Certified Welder Card ,r'k1t� 1•, 2010a , Renew dt PheAi b.e • i d ALL ALL IN IF KEYWAY AT BASE 3' x 12' x 3/8' FLAT BAR SEAM GROUT DETAIL WELD DETAIL 3' x 14'x36' PLATE w/ (2) 36' x S' STUDS PRECAST PANEL x14'x w/ (2) 36' x 5' STUDS & (3) j8 REBAR x 1' —s DUNNAGE (2) PLACES T G . 4 -POINT EDGE PICK DETAIL SUNG ANGLE MUST BE AT LEAST 60' "A¢ 9/10/2009 cAtc uG InC UTil.ffY 0 VAULT . d om 7DD A4.; u sam•a7G1 Oldcastle Pn caebc fR x00- 19l-tua 7o 29- 737 -Uxl yrs. d o0+4 a / o.... 4 /1'.4.4. / IL.w.r / I.ls. / L Rw / %tob., [. WASTEWATER HOLDING TANK INSTALLATION DETAILS BOW LAKE TRANSFER STATION TUKNILA, WA allro a GARY MERINO I A7GIG MW&R 010- S088138 - Outside view of the completed Sewer vault South end of the Sewer Vault inside view with the 300,000 BTU Heater on December 17 2009 1ofW3 I North end of the Sewer Vault inside view Looking North inside the Sewer Vault V a • y - w N .t<✓" � "- �` j f _ t - y ° �r ay je q ?' i 3W ti` � � ' f '.�' Y �. B.. .- s M 4 •RQ '� 'LgTT,a�u�4V ga;�_ a. T A ,a1 Y t � r �.'ti 4�F23+ off, .. r + '( , hh � " Ti ! .. � F 7 %b q t � . .., ky �53��Lt..pt•'•'a �, r r yk ke2'�t[ ''r,,ra5 -3flai a'i ? ; x�h is r Nse� 1.•` y P i ,ref" j l a N Rw..1.g �+vy +�a,.rK^4md:1'�F'^aeN: 9y � .w.,p,.,aRO te 1" ' r .- ... i •S t :S'arc t 8` S`Y g$; � ra ,. h .. �" *`t �M7- aGLR• A .de "T . - 'trt! - . 5+��•'.£'}�'^g, g., •. {T �F 'm �Y '� ,^:d 4t • r'r 3 �"" t . -. y wZt 3 '- 5 .�• '. • ..:. ^•• 4`i*x 'i fs -^ ` _ ,-' 4 v x .r •oser.• ' s 5 5 - a4 3 � :t. gw .4 t K 't''ff � $$ � , vt k q ; t j 'tn y , ' � ..� . .. : ':_r fA:,a""c;tx, i:a, { rSC .,. :K ;•G;_ -r te G I °"a. `GYt t�'. yS .,v� L ' , ^6"F ,,y'S - ;.•' ..5 ^tftu. � fi. .s'6 'aTC. i v, "•..� ' '� 'J e.e� #¢ r;, 'h � x .,, 'k^ 4+<' � J'{ _ce . .d -0.R d .. !.. G. r u • -' . M a $ ."•'[ Y` +�1 .X 'x• ' �t.h!4. 8-Sb s d '1 '`,� 1d6 b , - ,y '7 , ., t r r> ''' f "`" yv } Tye 7 f �.. -`f '-}}'�,,,,�,,((��.§'i� l�. i,Y t �, +¢.'S$\ ?a �.. � -,ik y aw.._✓lw.. . ....__; 3'EZIq The Wall Section Welded to the Ceiling Section Fastener Plate The Wall Section Welded to the Base Section Fastener Plate December 17 2009 2 of W3 ..' Wall Corner Connection Bolted Together with inside Mastic strip visible Skip Szurek with Mayes Testing Inspecting Panel Welds inside the Sewer Vault TESC - View from the Top of the Sewer Vault Looking South at the Daily Cover +r„ TESC - Tanker Trucks Stage to Dewater the Detention Sediment Pond after a rain December 17 2009 3ofW3 TESC - View from the Top of the Sewer Vault Looking West at the Daily Cover Safety - Looking North from Top of the Sewer Vault at Safety Barrels MAYES TESTING ENGINEERS, INC. Project No. L09404 Project King Co Bow Lake Transfer Station Address 18800 Orillia Road, Tukwila, WA Permit No. D09 -235 Bldg Dept. City of Tukwila Owner King County Engineer KPFF Contractor Merlino Record No. 001 Date 12/17/09 Weather Overcast Inspection Structural steel Sample(s) N/A Performed visual inspection of wastewater vault wall bottom connections. Verified work was performed by WABO certified welder. Connections were made per sheet 2 of Utility Vault Company erection drawings. Welds were found to be visually acceptable using AWS D1.1 acceptance criteria. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Inspector: Skip Szurek Reviewed by: Seattle ONfce 20225 Cedar Valley Road Suroe 110 Lynnwood, WA 98036 ph 425.7429360 bx425.745.1737 Tanana office 10029 S. Tacoma Way She E-2 Tacoma, WA 98499 ph 2535843720 fax 253.5842707 AortlandOfce 7911 NE 33rtf Drive Stale 190 Poruand,OR97211 ph 503281.7515 fax 503281.7579 Robert Gardner Senior Project Manager Page 1 of 1 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain X TEMPERATURE: 10-32 32 -55 X 55 -70 70 -85 85+ L41 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 168 Date: 12 -16 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item#1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:30am Arrived at project site. 6:45 am Called Jim Dunaway City of Tukwila inspector and briefed him on the Waste Water Vault construction. He indicated he was busy and would try to stop by. He asked and was assured that all welding on the vault will be handled by special inspection. 7:45 am Merlino's crew set up lighting in the vault, applied a heater at the south end of the vault to help dry the vault, tightening panel connections, and grouting top panel seams. Crew working on the top panels have harness safety restraint system installed. 7:55 am Observed Merlino's welder and fabrication shop personnel on site to review welding requirements. 8:00 am Observed the Ness Crane crew on site. Welding truck now on site. 8:15 Observed welder setting up his equipment to weld the panels. Mayes testing lab is scheduled to provide onsite special welding inspections this afternoon. 9:00 am Attended the weekly construction meeting with the contractor. See meeting minutes for topic content. 10:15 am Checked on welder and he has completed welding the end and 4 side panel bottom plates. 10:21am Observed Panel S -4 arrive on site. 10:30 any Observed Panel S -3 arrive on site. Panel was laid on dunage, pick points changed and hoisted into place on the west side of the vault and placed tight to the existing panel. 10:45 any Jim Dunaway City of Tukwila inspector on site. Jim reviewed the daily reports and was satisfied with their content and the accompanying photos. When all the work is done on the vault and inspections completed he will sign off on the permit. Jim and I visited the vault site and Jim was satisfied with the work being done. 11:15 am Observed welder now welding the top wall Panel plate to the top panel. King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 168 Date: 12 -16 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 11:45 am Observed wall panel S -2 on site. 12:00 pm Observed wall panel laid on dunage, pick points changed and hoisted into place on the west side of the vault and placed tight to panel S -3.. 12:10 pm Observed wall panel S -1 on site. 12:40 pm Panel E-1 on site. 12:50 pm Panel E -I laid on dunage, pick points changed and hoisted into place on the north end of the vault and placed tight to panels S -1 & S -4. 1:10 pm Observed top Panel T -3 hoisted into place. Panel T -3 did not seat properly on east wall. Wall panels S -1 & S -2 were bowed inward at the joint. Added additional wall jacks to panels and adjusted panels to allow Panel T -3 to seat properly on east wall. Also noted on the west side Panels S -3 & S -4 misaligned at joint and at the E -1 joint. Adjusted Panel S -4 with the west end of E -1 which also corrected the alignment at S -3 & S -4. 1:15 pm Ted Reynolds with Utility Vault arrived onsite to observe vault work. He indicated satisfaction with the work and departed thee site at 2:OOpm. 2:10 pm Observed top Panel T -2 on site. 2:15 pm Observed Panel T -2 secured in place tight to T -3. 3:00 pm Departed site for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino's 10 man crew placing waste water vault panels with the aid of a 300 ton Ness Crane and crew. Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No See attached schedule for waste water vault lay /delivery plan. Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No Jim Dunaway City of Tukwila and Ted Reynolds Utility Vault King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 168 Date: 12 -16 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 8 Merlino Construction Operator 1 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 0 CTI Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 Cruncher (Re -Bar) Laborer 0 Cat 938FLoader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6N Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 1 Hitachi 270LC excavator (CTI) 1 Cat 938FLoader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 168 Date: 12 - 16 - 09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Work progress continuing inside the vault Preparing to set the two last Base Sections of the Sewer Vault December 16 2009 1ofW3 The Base Sections are set in place with Mastic Gasket Material ready for wall units Wall Sections are being Welded to the Base Sections Wall Sections are prepared with Mastic Gasket Material ready for Joining of Walls December 16 2009 2 of W3 Wall Sections are being Welded to the Lid Sections Wall Section about to be Joined to Base and Wall Wall Sections are being Erected and secured with wall jacks Lid Section is being aligned to the final position December 16 2009 3 of W3 Preparing Mastic Gasket Material for the final Lid Section DAY OF THE WEEK: Sunday Monday Tuesday x Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55-70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activi Report No: 104 Date: 12 - 16 - 09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Bob Warner Time Work Started: 6:30am Time Work Stopped: 10:30pm ty Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Number: D08 -389 Conditions Bid Item#6 Relocation of Embankment as defined in Section 02300 6:30am I arrived at the Project Site. 7:30am I observed CTI has stopped the task of placing embankment material behind Wall "E" North at Station E1 +30 to approximately Station E2 +70 due to a significant rain event last night and predicted rain in the forecast for today. 8:OOam I visually inspected Wall "E" North and South for erosion control. I noticed no significant signs of any damage to the Project Site at these locations 9:OOam I attended the Weekly Construction Meeting held at Merlino's trailer. 10:OOam The Weekly Construction Meeting was adjourned. 10:OOam CTI has shut down their operations for the day. 10:30am 1 departed the Project Site. Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None. Project Delays. Yes No X None Project scheduling Yes No X William Parsons from King County Materials Lab Problems identified? Yes No X None. Material received & condition? Yes No X None Visitors? Yes No X King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed ' 3 ,4— Report No: 104 Date: 12 -16 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Bob Warner Time Work Started: 6:30am Time Work Stopped: 10:30pm DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70 -85 85+ King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 167 Date: 12 -15 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item#1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:15am Arrived at project site. 7:OOam Jim Bidon is briefing his crew on today's activities. 8;15 am Observed a 300 ton Ness Crane on site adjacent to the waste water vault pad. Crane set up consists of placing outrigger pads and installing counterweights. Merlino has a crew of 10 for the installation of the vault panels. 8:25 am Observed CTI vacuum sweeper on site cleaning roads. 8:30 am Hanson delivering manholes. 9:15 am Observed King County Transportation Division core drilling asphalt roads. 9:20 am Observed l S ' vault panel on site a B -4 base. Refer to the attached Vault Lay/Delivery Plan for panel sizing and weights. 9:30 am Observed 1 vault panel being set. 9:40 am Observed 2 vault panel on site a B -2 base. 9:50 am Observed 2 " vault panel being set tight to the 1 panel. 10:15 am Observed 3 vault panel on site a B -2 base. 10:22 am Observed 3" panel being set tight to the 2" panel. Crew now prepositioning wall jacks and tools on the base prior to additional panels arriving. 10:25 Verified with Merlino's grade checker the elevation of the vault base. He confirmed that the base is within 5/100ths of the plan elevation. 11:10 any Observed 4 vault panel on site a B -3 base. 11:15 am Observed 4' panel being set tight to the 3` panel. Crew placing anchor bolts for panel jacks in preparation for wall panels. 11:30 am Observed 5' panel on site a B -2 base. 11:40 am Observed 5 panel set tight to the 4' panel. 12:30 pm Observed end panel E -2 on site. 12:33 pm Observed end panel set on skids to reposition pick points. 12:35 pm Observed end panel being hoisted and placed at the south end of vault King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 167 Date: 12 -15 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault base. Merlino's crew drilling holes for wall jacks and securing wall. 12:45 pm Observed vault panel S -1 on site. 1:12 pm Observed wall panel E -2 secured. 1:15 pm Observed wall panel S -2 on site. 1:30 pm Observed wall panel S -1 being hoisted, placed and secured to wall panel E -2 at the south west corner of the vault. 1:50 pm Observed wall panel S -2 being hoisted, placed and secured to wall panel S -1 on the west side of the vault. 2:00 pm Observed wall panel S -4 on site. 2:15 pm Observed wall panel S -4 being hoisted, placed and secured to wall panel E -2 on the east side of the vault. 2:36 pm Observed top panel T -4 on site. 2:40 pm Observed wall panel S -3 on site. 2:55 pm Observed wall panel S -3 being hoisted, placed and secured to wall panel S -4 on the east side of the vault. 3:12 pm Observed top panel T -4 being hoisted, placed and secured to end and wall panels at the south end of vault. 4:00 pm Departed site for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino's 10 man crew placing waste water vault panels with the aid of a 300 ton Ness Crane and crew. Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No See attached schedule for waste water vault lay /delivery plan. Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 167 Date: 12 -15 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 10 Merlino Construction Operator 0 Merlino Construction Driver 0 Merlin Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 0 CTI Driver 0 CTI Supervisor 0 CTI Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) - 1- Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000ga1 Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6N Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) - 1- Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 167 Date: 12 - 15 - 09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm DATE TIME PART # WEIGHT SET # DIMENSIONS 12/15/2009 10: B -4 46,700 1 11 ft -- 6i n X 23ft -- 0 in 10:20 B -2 35,000 2 8 f -- 6 1/2 in X 23 ft -- O in 10:40 B -2 35,000 3 8ft - -61/2 in X 23ft - -0in 11:00 B -3 41,060 4 10 ft -- O in X 23 ft -- O in fi 11:20 B -2 35,000 5 8 f -- 6 1/2 X 23 ft -- 0 in d 11:40 E -2 39,420 6 12 ft -- 4 i X 22 ft -- O in 1 12:10 S -1 29,420 7 12 ft -- 4 i X 18 ft -- 1 in 1/ 12:30 S -2 29,440 8 12 ft -- 4 i X 18 ft -- 1 in 1• 13:00 S -4 29,410 9 12 ft -- 4 i X 18 ft -- 1 in 13:30 S -3 29,410 10 12 ft -- 4 i X 18 ft -- 1 in is 14:00 T -4 45,300 11 11 ft -- 8 in X 23 ft -- 0 in I/ 14:30 T -2 26,530 12 8 f -- 6 1/2 in X 23 ft -- 0 in 15:00 T -2 26,530 13 8 f -- 6 1/2 in X 23 ft -- 0 in 12/16/2009 10:00 B -2 35,000 14 8ft - -61/2 in X 23ft - -0in 10:20 B -2 35,000 15 8 f -- 6 1/2 in X 23 ft -- 0 in 10:40 B -1 51,700 16 11 ft - -6 in X 23ft - -0 in 11:10 S -4 29,420 17 12 ft -- 4 i X 18 ft - -1 in 11:40 S -2 29,440 18 12 ft -- 4 i X 18 ft -- 1 in 12:10 S -1 29,420 19 12 ft -- 4 i X 18 ft -- 1 in 12:40 E -1 39,420 20 12ft - -4in X 22ft - -0in 13:10 T -3 31,640 21 10 ft -- 0 in X 23 ft -- 0 in 13:40 T -2 26,530 22 8 f -- 6 1/2 in X 23 ft -- 0 in 14:10 T -2 26,530 23 8 f -- 6 1/2 in X 23 ft -- 0 in 14:40 T -1 45,285 24 11 ft -- 8 in X 23 ft -- 0 in BOW LAKE WASTE WATER VAULT LAY /DELIVERY PLAN - Ness Crane's 300 Ton Erection Crane Arrival 300 Ton Crane setup nearly complete on outriggers and counter weights in place December 15 2009 1 of W6 c: 300 Ton Erection Crane Support and Parts Vehicles assisting in Crane Assembly Safety - Crew assembling for Safety Meeting prior Sewer Vault assembly Rigging the First Base Section for Lift over the Sump Section of the Sewer Vault Lowering the Second Base Section of the Sewer Vault December 15 2009 2ofW6 Lowering the First Base Section over the Sump Section of the Sewer Vault Butting up Sections to the Sewer Vault following the Sting Line Setting the Third Base Section of the Sewer Vault in place k4 Placing the Fifth Base Section Tightly Against the Base of the Sewer Vault December 15 2009 3 of W6 Lowering the Fifth Base Section of the Sewer Vault Installed Gasket Material on the Vault Base in preparation for a Wall Section Lowering a Wall Section of the Sewer Vault in place on the Sump End yS� Gasket Material in the corner prior installation of the next Wall Section December 15 2009 4 of W6 Drilling and Anchoring a Wall Jack both on the Wall and Base Sections Wall Section placed making up the corner and being bolted together Installing Wall Sections of the Sewer Vault with Wall Jacks in place Lifting the First Lid Section in Place over the Assembled Sump End of the Vault December 15 2009 5 of W6 Lid lowered prior Securing & Bolting. The rest of Vault to be completed tomorrow DAY OF THE WEEK: Sunday Monday X Tuesday Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast X Fog Rain TEMPERATURE: 10 -32 32 -55 X 55 -70 70 -85 85+ v King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 166 Date: 12 - 14 - 09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item#1 Site Preparation for Bow Lake Recycling and Transfer Station Bid Item#1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item#1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault City of Tukwila Permit Conditions D09 -235 6:45am Arrived at project site. 7:35am Jim Bidon briefed KPPF & Magnan personnel on today's activities. 7:45am Toured the site and noted Merlino's crew laying fire hose from hydrant with dcv and meter installed to the sanitary sewer vault pad. The crew will wet the down the pad and in preparation for compaction testing. 7:50 am Observed a ZAXIS 135 Track Hoe #24730 dressing up the sewer vault pad. 8:20 am Observed a CS5830 vibratory roller #30010 compacting the sewer vault pad. 8:20 am Observed CTI's 2 Hitachi 450 Track Hoes dressing up the east slope adjacent and west of wall "E ". 10:00 am Observed Merlino's crew using a TopCon GPS Rover to verify hubs at corners of the sewer vault pad. 10:20 am Observed CTI's 420 Track Hoe placing large rocks in fill area west of wall 11:15 am William Parsons on site and preparing to take compaction tests on sewer vault pad sub grade. I test of CSTC in the NE 'A was 95.3% compaction and 7.8% moisture. The 1s test of CSBC in the same 'A was 100% compaction and 4.5% moisture. The 2 test of CSTC in the SW 'A was 95% compaction with 7.7% moisture. The 2n test of CSBC in the SW 'A was 97.6% compaction and 8.0 % moisture. 12:30 pm Observed Merlino's crew preparing site adjacent to sewer vault for the crane which will be used to place sewer vault panels. 1:30 pm Observed Merlino's crew setting steel plates for crane location at sewer vault pad using a 962G loader w /forks #28221. 2:00 pm Observed grade checker verifying grades and marking pad at sewer vault location. 3:00 pm Departed site for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlin's crew completed site preparation of waste water vault pad. Equipment 580 L 4x4, F350, F450, F650, ZX135 Track Hoe, 962G loader w /forks, CS583B Roller compactor and 7 crew. Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No See attached schedule for waste water vault lay /delivery plan. Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None r King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 166 Date: 12 -14 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 3 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 3 CTI Driver 0 CTI Supervisor 1 CTI Laborer 2 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 . Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) Deere 350D Off Road Haul Trk. (CTI) Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000ga1 Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6N Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 . Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) Deere 350D Off Road Haul Trk. (CTI) Freightliner Str.Sweeper (CTI) 1 Akeuc TB 135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 166 Date: 12 -14 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Walt Wojcik Time Work Started: 7:OOam Time Work Stopped: 3:OOpm DATE TIME PART # WEIGHT SET # DIMENSIONS 12/15/2009 10:00 B -4 46,700 1 11 ft -- 6i n X 23ft -- 0 in 10:20 B -2 35,000 2 8 f -- 6 1/2 in X 23 ft -- O in 10:40 B -2 35,000 3 8 f -- 6 1/2 in X 23 ft -- 0 in 11:00 B -3 41,060 4 10 ft -- O in X 23 ft -- O in 11:20 B -2 35,000 5 8 f -- 6 1/2 X 23 ft -- 0 in 11:40 E -2 39,420 6 12ft - -4in X 22ft - -O in 12:10 S -1 29,420 7 12 ft -- 4 i X 18 ft -- 1 in 12:30 S -2 29,440 8 12 ft -- 4 i X 18 ft -- 1 in 13:00 S -4 29,410 9 12 ft-- 4 i X 18 ft-- 1 in 13:30 S -3 29,410 10 12 ft -- 4 i X 18 ft -- 1 in 14:00 T -4 45,300 11 11 ft -- 8 in X 23 ft -- 0 in 14:30 T -2 26,530 12 8 f -- 6 1/2 in X 23 ft -- 0 in 15:00 T -2 26,530 13 8ft - -61/2 in X 23ft - -0in 12/16/2009 10:00 B -2 35,000 14 8 f -- 6 1/2 in X 23 ft -- O in 10:20 B -2 35,000 15 8 f -- 6 1/2 in X 23 ft -- O in 10:40 B -1 51,700 16 11 ft -- 6 in X 23 ft -- O in 11:10 S -4 29,420 17 12 ft-- 4 i X 18 ft - -1 in 11:40 S -2 29,440 18 12 ft -- 4 in X 18 ft -- 1 in 12:10 S -1 29,420 19 .12 ft -- 4 i X .18 ft -- 1 in 12:40 E -1 39,420 20 12 ft -- 4 in X 22ft -- 0 in 13:10 T -3 31,640 21 10 ft -- O in X 23 ft -- O in 13:40 T -2 26,530 22 8 f -- 6 1/2 in X 23 ft -- 0 in 14:10 T -2 26,530 23 8ft - -61/2 in X 23ft - -0in 14:40 T -1 45,285 24 11 ft -- 8 in X 23 ft -- 0 in BOW LAKE WASTE WATER VAULT LAY /DELIVERY PLAN -.I 1, - ' '' . . , .., t . .• • :. . ' ' ,.. ,.. ‘.."... r'. • . ' y? 1 -='; - ' ' • q ...... - -.4 • - ' , -, . ,..,.. '-.. • . ' ... .. • ,... 4 ;i f ; -f0 .0111. 11 ' I • • ..: ; • .... ' .: ., • '1'. 1 .,- • , 4: 1 ; ° : : . , ' ,. ' . • .••• • 0 .- . • - , , - - ; , , . ' • •-.-. ' 7. : - 7 — :,• ' .. ' I . • 470i- t...f3 ..,.... = . e.j s) ,, , ; • ,• • . I •0;0;t.'',"b . ,D. ! 7 ', . ' iti • u: '''' . '.. • i . „ . . • 't.'i• t 4 - , , , ,,t i , ," : , •, , , , , 1 „,., -1 /,... ' t. t.,,, .rt.,1i, i.,flik*. , , • .4.4f,:....g . • - . toi• . tt i . p ,1 ■F•••'4 t .' , .., . f' ...'.:,. • . -,;:,..0 :t•;. • 1 - . • ...‘, ,, 6. k it ,; .1'..i4 .4:•.0-: il i ,... ' • 1 ' • Q • •., . ' • i'l' it! , , 1 ,; • ‘L• ' 1 ! kt t ° v . 0i c .., t e 1; 4 1.. l' . a • Laborers Compacting the Sewer Vault Pad Sub -grade — ASI 5 L •-•,:-.' Preparing a Location for the Sewer Vault Lifting Crane - ASI #5 Placing Steel Plates for the Sewer Vault Lifting Crane - ASI #5 December 14 2009 3 of W3 Preparing a Location for the Sewer Vault Lifting Crane - ASI #5 CTI 450 Track Hoes Dressing Up the East Slope above Wall "E" - Bid Item 1 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday Friday X Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain TEMPERATURE: 10 -32 X 32 -55 55-70 70-85 85+ La King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 165 Date: 12 -11 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Construction Activity: Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station Bid Item#4 Removal of Burn Fill as defined in Section 02300 Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:31am Arrived at project site. 7:02am Jim Bidon is briefing his personnel on today's activities. 7:32am I noted that CTI has a Hitachi 450 excavator operator consolidating Burn Fill at the upper southwest portion of the WSDOT into a more consolidated stockpile for future load -out operations. 8:05am Hanson is on site delivering 48" dia. structures. 8:25am Merlino and CTI are working on establishing finish grade for Road "A" and they are currently at Sta. A10 +50 widening the roadway to its full width. The embankment material excavated is being loaded into off -road haul trucks for transport to the east slope fill area. 8:45am Both Merlino (Cat D6N dozer operator) and CTI (Hitachi 450 excavator operator) have halted excavation and grading on Road "A" to construct a temporary haul road for the off -road haul trucks. 8:59am Merlino's Grade Checker is utilizing his Topcon GPS Rover to set hubs at the corners of the Waste Water Holding Tank. These hubs will be used later this morning for measurements to install the sump of the vault. 9:12am The Hitachi 135 excavator operator has scrapped back in four (4) places the top course gravel of the Waste Water Holding Tank to expose the base course below for compaction testing by KCML on Monday. 10:11 am Merlino crew members are measuring and marking -out the dimensions of the sump for the Waste Water Holding Tank. 10:27am The Hitachi 135 excavator has initiated excavation for the installation of the precast sump section of the Waste Water Holding Tank. 10:45am I noted that Merlino and CTI have returned to excavating and grading Road "A" to finish grade. The CTI 450 Hitachi excavator operator is removing the bulk of the embankment material and loading it into off -road haul trucks for transport to the east fill area. Merlino has their Cat D6N dozer operator with mounted Topcon GPS guidance system working with the excavator to establish finish grade. 11:01 am Merlino personnel have placed, graded, and compacted a 6" lift of crushed Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino 1 operator - 8hrs, 3 laborers - 24hrs total, Cat 962G loader — 4hrs, Hitachi 135 excavator -8hrs, Ford F450 — 8hrs, Ford F650 — 8hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes , No X None Project Delays. Yes No X None Project scheduling Yes X No City of Tukwila — Sewer Vault Inspections on Monday 12 -14 -09 at 12:OOpm King County Materials Lab — Compaction Tests of Sewer Vault gravel courses on Monday 12 -14 -09 at 11:30am Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None ■ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 165 Date: 12 -11 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault surfacing top course for the sump section to be placed on. 11:16am Merlino has lowered the precast concrete sump section for the Waste Water Holding Tank onto its gravel base. Personnel are measuring to confirm proper alignment and elevation at this time. 12:15pm Merlino and CTI have graded what they can on Road "A ". Numerous stockpiles will have to be relocated prior to grading Road "A" in the future. 12:58pm A Merlino operator is utilizing a Cat CS485 steel drum vibratory roller to compact and seal the terrain to the west of Wall "A" from the Cell Tower to Sta. A8 +65. 1:10pm An individual from Merlino is using both a "jumping jack" and plate compactor to achieve compaction around the precast concrete sump section of the sewer vault. 1:29pm Merlino personnel are placing plastic sheeting on the large sand stockpile to the northwest of the Waste Water Holding Tank location. This plastic is being placed to avoid silt and debris from entering the excavation due to erosion during a rain event. 2:35pm I departed for the day. Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 3 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 6 CTI Driver 0 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 3 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 1 Peterbilt Dump Truck (M) I John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000ga1 Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 3 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 165 Date: 12 -11 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Excavating Pot Holes for Compaction Tests by KCML — ASI #5 Setting a String Line for the Sewer Vault Sump Installation — ASI #5 December 11 2009 1 of T3 Establishing Corners for the Sewer Vault — ASI #5 Lowering the Precast Sump into Position — ASI #5 Measuring the Sewer Vault Sump for Proper Alignment - ASI #5 Precast Sump is in Position for the Sewer Vault Installation - ASI #5 December 11 2009 2 of T3 Checking the Sewer Vault Precast Sump for Level - ASI #5 Compacting around the Sewer Vault Precast Sump - ASI #5 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain TEMPERATURE: 10 -32 X 32 -55 55 -70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 164 Date: 12 -10 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Construction Activity: Bid Item #4 Removal of Burn Fill as defined in Section 02300 Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item#4 Removal of Burn Fill as defined in Section 02300 6:40am Arrived at project site. 6:50am General Note: CTI loaded -out the first truck/trailer combination with Burn Fill for transport to Cedar Hills Regional Landfill at 6:OOam. Material is being loaded from the south west end of the WSDOT pile and Grant (Hart Crowser Geologist) is monitoring load -out operations. 7:10am General Note: Milt (CTI Foreman) informed CK Humphreys that the scales at Cedar Shores are frozen and inoperative. Truck tallies are being monitored as trucks arrive by Grant of Hart Crowser. 7:46am I noted that CTI and Merlino are consolidating efforts to remove material (predominately embankment) from the west side of Wall "A ". Work is progressing from Station A6 +40 northward. 7:55am I called the City of Tukwila's automated inspection request line. I requested inspections for tomorrow at 1:OOpm on pre - construction (code 0101) and footing (code 0201). 8:28am William Parsons from King County Materials Lab arrived on site for compaction tests on the base course gravel of the Waste Water Holding Tank. 8:36am Merlino has an individual compacting the 1' /2" gravel base course of the Waste Water Holding Tank with a Cat CS453 steel drum vibratory roller. 9:07am Due to the cold temperatures the site has been experiencing the past few days (current temperature is 21 degrees), I requested that William Parsons (KCML) take a few compaction tests to see if compaction could be achieved with the cold temperature. 9:23am William Parsons (KCML) took tests at two spots and the aggregate was too frozen to produce required numbers. I requested he come back Monday (12- 14 -09) at 11:30am for testing, as the prediction is for warmer weather next week. 9:50am I noted that CTI is continuing with load -out operations at the upper southwest corner of the WSDOT pile. 10:02am CTI has a Hitachi 450 excavator operator removing the bulk of the cut west of Wall "A" and loading it into off -road haul trucks for transport to the Wall "E" embankment fill. Progress is currently at Sta. A7 +50 and Merlino's Cat D6N GPS King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 164 Date: 12 -10 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item#4 Removal of Burn Fill as defined in Section 02300 guided dozer operator is then bringing the area to grade. Grant a Geologist from Hart Crowser is monitoring conditions when required for soil classification or contamination. 10:19am I called Milt (CTI Foreman) about having their street sweeper on site as the roadways are producing dust. 10:27am I noted that a representative from Ness Cranes was on site and taking measurements at the location of Waste Water Holding Tank. 10:35am CTI's vacuum street sweeper is cleaning the roadways. 11:02am I called the City of Tukwila's automated inspection request line to cancel the inspection appointments I made for tomorrow. I rescheduled for Monday (12 -14- 09) at noon. 12:22pm Merlino and CTI started excavating for finish grade of Road "A" yesterday at Sta. A8 +55 and are currently at Sta. A10 +50 today. The ground is frozen for the first 8 -10 inches and is slowing progress somewhat. 12:46pm Merlino is employing a Hitachi 135 excavator, Cat 962G loader, and two laborers to place crushed surfacing top course over the previously installed base course of the Waste Water Holding Tank. The elevation of the gravel being placed is being verified with a rotary laser system. 12:53pm CTI loaded -out the last truck/trailer combination of Burn Fill for transport to Cedar Hills Regional Landfill. Grant (Hart Crowser) stated that 76 total loads went out today. 1:49pm I reminded Zach (Merlino Project Manager) about completing EWO paperwork for 8/9 December. 2:20pm Merlino and CTI are working on establishing finish grade for Road "A" and they are currently at Sta. A11 +30. The embankment material excavated is being loaded into off -road haul trucks for transport to the east slope fill area. 2:36pm Merlino personnel are approximately 95% completed with placement of crushed surfacing top course for the base area of the Waste Water Holding Tank. 2:50pm Merlino personnel are parking equipment and preparing for departure. 3:15pm I departed for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino 1 operator - 8hrs, 5 laborers - 33hrs total, Cat 962G loader — 8hrs, Hitachi 135 excavator -8hr, Cat CS453 roller — 3hrs, Ford F350 — 4.5hrs, Ford F450 — 8hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes X No City of Tukwila — Sewer Vault Inspections on Monday 12 -14 -09 at 12:OOpm King County Materials Lab — Compaction Tests of Sewer Vault gravel courses on Monday 12 -14 -09 at 11:30am Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes No X None King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 164 Date: 12 -10 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 5 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 6 CTI Driver 20 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 2 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 2I3D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 2 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 2I3D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 164 Date: 12 -10 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Verifying Elevation of the CSBC for the Base of the Sewer Vault - ASI #5 Placing CSTC for the Base of the Sewer Vault - ASI #5 December 10 2009 1 of T2 Compacting the CSBC for the Base of the Sewer Vault - ASI #5 Grading the CSTC for the Sewer Vault - ASI #5 KCML (William Parsons) Performing a Record Only Test at the Vault Base - ASI #5 December 10 2009 2 of T2 Excavators performing Load -out of Burn Fill for Transport to CHRL - Bid Item 4 Excavating and Grading Road "A" at Sta. Al 1 +10 - Bid Item 1 T -,, Fv ,,,.., R: '� .1'. .Y 1✓" y ..m`t .} .3 - , - . - ;.iS.a t t ., 73 `Ir6t.1 � ly ! S 4k 'Fw i ' {t 'b, � fl 'd y- .tea 1✓ �j ! r" � i^ • - { > ' ' t W x* 4.. y.,y . h as, yS�b,,s �. � '!1 • °�t[� �, M � ' ^ s� ,,y,f 7 _ m y '� ' t s e t S 4 awr b d G� - fie EY R . �dnh y A ......_.( } ,, ro �y, '^ ' ' a : f - S t h t y � f�� w.1#' S.+"�b v-� f�F x` M , n . �Y y t 4 "'�*} Gt'r ' . � ltr "Y P 38 .• �•'J' _.. ' w.�•. '"' . YS av� j1 -' p . 1 •+ {, b .` + w ..�� s ' ` ' 3 y � K i "'' -. _. ... ' .i, r,6,b '• f5 Pb y7 d' • � : „� v _ . . . a d I " '� $.11� ; . �v ".3sAw4J 4 yylr '�` * � *" � " r x :...+:. t ■...44 x. . x • . Kira `ti 4 +"✓t"' ? " -N" .a � .. d c •,..` s k" g '` + g .� .t 'g gI ,f " ..�t. f'i< ""1.r u ' ,�...d �"�' y o- •� Y 'k '..... { ..; . Excavating and Grading Road "A" at Sta. A9 +80 - Bid hem 1 KCML (William Parsons) Performing a Record Only Test at the Vault Base - ASI #5 December 10 2009 2 of T2 Excavators performing Load -out of Burn Fill for Transport to CHRL - Bid Item 4 Excavating and Grading Road "A" at Sta. Al 1 +10 - Bid Item 1 DAY OF THE WEEK: Sunday Monday Tuesday Wednesday X Thursday Friday Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain TEMPERATURE: 10 -32 X 32 -55 55 -70 70-85 85+ King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 163 Date: 12 -09 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Construction Activity: City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station Bid Item#4 Removal of Burn Fill as defined in Section 02300 Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault 6:44am Arrived at project site. 7:05am Personnel from Merlino are gathering materials and survey equipment they will require for excavating the base area of the Waste Water Holding Tank. 7:46am I noted that CTI and Merlino are consolidating efforts to remove material (predominately embankment) from the west side of Wall "A ". The initial work is starting near the cell tower at Station A4 +35. 8:02am CTI has a Hitachi 450 excavator operator removing the bulk of the cut west of Wall "A" and loading it into off -road haul trucks for transport to the Wall "E" embankment fill. Merlino's Cat D6N GPS guided dozer operator is then bringing the area to grade. Grant a Geologist from Hart Crowser is monitoring load -out operations for soil classification/contamination. 8:25am I observed a CTI Hitachi 450 excavator operator consolidating Burn Fill onto the established stockpile at the upper southwest portion of the WSDOT pile. 8:37am The excavator operator removing material west of Wall "A" encountered an area of topsoil at Sta. A4 +75. Milt (CTI) foreman directed that this topsoil material be stockpiled at another location and not taken to the east slope fill. 9:OOam I attended the Weekly Construction Meeting held at Merlino's office trailer. 9:50am The Weekly Construction Meeting ended. 10:05am 1 attended a preconstruction meeting for the Waste Water Holding Tank. 10:37am The preconstruction meeting concluded. 11:02am The moisture content of embankment material west of Wall "A" is too high at this time for placement on the east slope fill above Wall "E ". CTI has moved its load -out operations to the embankment stockpile west of the Transfer Station at approximately Sta. A9 +00. 11:15am I notified Jim Bidon that a water valve (ball type) was cracked and leaking due to the freezing weather (current temperature is 26 degrees). 11:58am Merlino currently has a 58'x33'x4.5' area excavated for the base sections of the Waste Water Holding Tank. The soil conditions in this area are almost pure sand. Merlino has Sa Hong of HWA Geosciences scheduled for this afternoon to inspect King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 163 Date: 12 -09 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Conditions D09 -235 ASI #5 Sanitary Sewer Vault and evaluate the subgrade prior to gravel placement. 12:26pm Merlino has their Grade Checker utilizing a Topcon GPS Rover to verify the dimensions and elevations of the base area for the Waste Water Holding Tank. 1:07pm A laborer is using a Cat CS453 steel drum vibratory roller to compact the subgrade of the base area for the Waste Water Holding Tank. 1:28pm CTI is employing two (2) Hitachi 450 excavators to excavate Road "A" to a finish grade elevation at Station A8 +60 to Station A8 +85. The ground is frozen (8 -10 inches) and is causing a slowdown in production. Merlino has their Grade Checker on hand to establish desired grades. 1:51 pm Grant from Hart Crowser detected an area at Sta. A8 +80 that appeared to be Burn Fill. I requested that the excavator operator dig a 5' x 3' deep trench to determine how much Burn Fill was present. It was determined that the area was covered with a superficial layer about one (1) foot thick. 2:08pm Merlino's 962G loader operator is placing 1' /z" gravel as a base course for the Waste Water Holding Tank. 2:17pm General Note: Sa Hong from HWA Geosciences has not arrived to inspect the subgrade of the Waste Water Holding Tank. However, Merlino is going to proceed with gravel placement. 2:20pm Merlino is utilizing a Hitachi 135 excavator to grade the 1'h" gravel for a base course under the Waste Water Holding Tank. An additional lift of 5/8" gravel will be placed as a top course tomorrow. 2:55pm Merlino is parking equipment and cleaning -up for the day. 3:11pm William Parsons from King County Materials Lab arrived on site. He is currently at the east slope fill and when he's finished with compaction testing there he will proceed to the Waste Water Holding Tank location. • 3:25pm I met William Parsons (KCML) at the Waste Water Holding Tank site. William took a compaction test of the subgrade at the southwest corner of the tank and noted a 95.0% compaction reading. 3:45pm Sa Hong of HWA Geosciences arrived on site to evaluate the subgrade of the Waste Water Holding Tank. 4:15pm I departed for the day. Was anyone injured today? Yes No X Details EWO work performed today? Yes X No Merlino 1 operator - 8hrs, 3 laborers - 17hrs total, Cat320 excavator — 8hrs, Cat 962G loader — 8hrs, Hitachi 135 excavator -1 hr, Cat CS453 roller — 2hrs, Ford F350 — 8hrs Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes No X None Visitors? Yes X No Sa Hong — HWA Geosciences King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 163 Date: 12 -09 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 3 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 6 CTI Driver 0 CTI Supervisor 1 CTI Laborer 1 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 2 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 2 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 163 Date: 12 -09 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm King County Department of Transportation Materials Laboratory Project: Contractor: Bow Lake Recycling & Transfer Station Gary Merlino Construction Company, Inc. Compaction Eq. Used: BOMAG BW213D SDV l�1 King County FIELD COMPACTION CONTROL Project No.: R49413 F.A.S. No. Compaction Method: 02300 - 31/32- Section 3.06.D(test #159- #162), - Section 3.06.C.3(test #163) Proctor /Curve Number: KC -09 -1471 (NativeTest #159 - #162), KC- 09- 1136(Native test #163) Remarks: 1. Troxler 3440 #38246 2. Offsets for test #1594162 from face of wall. Date: 155 ]nni, 4veni(c Nt: Bldg, D. Renton. WA t h;056 - iO') Phone: (20612')b -7 Fax 1200 296-01 7o 12/9/2009 Tested By: William S. Parsons Copies Distribution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Const. Admin. Percent Moisture Dry Density (PCF) Test # Station Offset Grade/ Elev. Sect. Type . Material Type Lab Opt. Field Test Corr. Opt. % #4 Lab Max Test Corr. Max. % Comp. Pass / Fail Notes 159 6+60 8' 175.50 Fill Native 11.5 9.0 7.1 62 144.6 117.3 130.5 89.9 Pass Wall E N. I 160 5 +75 22' 176.00 Fill Native 11.5 11.1 8.7 76 144.6 118.0 125.5 94.0 Pass Wall E N. ( 161 6 +00 i 17' 177.0' Fill Native 11.5 9.1 63 144.6 130.1 130.1 100.0 Pass Wall E N. i 162 4 +60 21' 177.0' Fill Native 11.5 7.6 65 144.6 120.4 129.2 93.2 Pass Wall E N. 163 5W CORNEF 213.0' Cut Native 13.5 16.2 100 109.7 104.1 109.7 94.9 Pass .'sie Water H Tani I 1 I King County Department of Transportation Materials Laboratory Project: Contractor: Bow Lake Recycling & Transfer Station Gary Merlino Construction Company, Inc. Compaction Eq. Used: BOMAG BW213D SDV l�1 King County FIELD COMPACTION CONTROL Project No.: R49413 F.A.S. No. Compaction Method: 02300 - 31/32- Section 3.06.D(test #159- #162), - Section 3.06.C.3(test #163) Proctor /Curve Number: KC -09 -1471 (NativeTest #159 - #162), KC- 09- 1136(Native test #163) Remarks: 1. Troxler 3440 #38246 2. Offsets for test #1594162 from face of wall. Date: 155 ]nni, 4veni(c Nt: Bldg, D. Renton. WA t h;056 - iO') Phone: (20612')b -7 Fax 1200 296-01 7o 12/9/2009 Tested By: William S. Parsons Copies Distribution Project Mngr. Resident Engr. Lead Inspector Contractor Producer File Const. Admin. Setting the Elevation for the Sub -grade of the Sewer Vault - ASI #5 December 09 2009 1 of T4 Excavation for the Sewer Vault - ASI #5 Verifying the Sub -grade Elevation of the Sewer Vault - ASI #5 Setting the Elevation for the Sub-grade of the Sewer Vault — ASI #5 KCML doing a Compaction Test on the Sub-grade of the Sewer Vault — ASI #5 December 09 2009 2 of T4 Excavation for the Sewer Vault — ASI #5 HWA Geosciences - Evaluating the Sub-grade of the Sewer Vault — ASI #5 . • • DAY OF THE WEEK: Sunday Monday Tuesday Wednesday Thursday X Friday Saturday WEATHER: Clear X Partly Cloudy Overcast Fog Rain TEMPERATURE: 10-32 32 -55 x 55 -70 70-85 85+ L41 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 159 Date: 12 -03 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item#4 Removal of Burn Fill as defined in Section 02300 City of Tukwila Permit Conditions D09 -235 Bid Item#4 Removal of Burn Fill as defined in Section 02300 Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station Bid Item#4 Removal of Burn Fill as defined in Section 02300 6:45am Arrived at project site. 6:55am General Note: CTI loaded -out the first truck/trailer combination with Burn Fill for transport to Cedar Hills Regional Landfill at 6:04am. Material is being loaded from the south west end of the WSDOT pile and Grant (Hart Crowser Geologist) is monitoring load -out operations. 8:10am I departed to Utility Vault Inc. to monitor processes at the plant. 8:48am I arrived at the Utility Vault Inc. plant in Auburn. Ted Reynolds gave me a tour of the plant and showed me the Waste Water Holding Tank in various stages of completion. Prior to my departure I gave Ted (for Utility Vault's use) a list of required items for the documentation package to be furnished to the Project Representative after shipping of the Waste Water Vault. 9:42am I departed Utility Vault Inc. for the Bow Lake Transfer Station. 10:24am Arrived at Bow Lake project site. 10:46am I noted that CTI has their street sweeper cleaning the road ways. 11:04am CTI is utilizing their Cat D6H and Komatsu D375A dozers to push Burn Fill from the upper eastern portion of the WSDOT pile to a Hitachi 450 excavator operator who is using this material to load -out trucks for departure to Cedar Hills Regional Landfill. 11:25am A Vactor Truck is pressure washing the silt and sediment out of the travel way of the Tire Wash System. The operator will also vacuum/remove silt and sediment from all holding tanks. 11:55am Merlino is continuing to improve and recondition Road `B" from Sta. B9 +00 to Sta. B11 +00. The roadway had become muddy in this location due to numerous reasons. The construction of Wall "E ", storm water pumping operations, inclement weather, and naturally occurring ground water. 12:50pm CTI loaded -out the last truck/trailer combination of Burn Fill for transport to Cedar Hills Regional Landfill. Grant (Hart Crowser) stated that 83 total loads went out today. 1 :11pm Merlino is utilizing a Cat 140G road grader to spread 1'Y2" gravel in a 3" lift on the area encompassing Sta. B9 +00 to Sta. B11 +00. An operator is using a Cat Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes X No CTI — Gravel Borrow Visitors? Yes X No None King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 159 Date: 12 -03 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station CS453 vibratory roller to compact the material. 1:55pm A Vactor Truck is jetting the CPEP storm pipe between CB -36 and CB -29. 2:10pm A loader from Merlino is placing a combination of four steel sheets over the heavy traffic areas of Road `B" at about Station B 10+75 where the water tanker trucks turn around during pumping operations. 2:50pm I departed for the day. Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 2 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 3 CTI Driver 21 CTI Supervisor 1 CTI Laborer 5 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Malcolm Drilling Laborer 0 Cat 1406 Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 2 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000gal Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 1406 Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 2 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 2 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 Hitachi 80 excavator (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Report No: 159 Date: 12 -03 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Utility Vault - Lid Form to the Waste Water Holding Tank - ASI #5 Utility Vault - Side Panel Rebar Cage to the Waste Water Holding Tank - ASI #5 December 03 2009 l of T6 Utility Vault - Lid Rebar Cage to the Waste Water Holding Tank - ASI #5 Utility Vault - QC Tag on the Side Panel Rebar Cage to the Waste Water Tank Utility Vault - Constructing a Base Section to the Holding Tank - ASI #5 Utility Vault - Constructing a Base Cage for the Holding Tank - ASI #5 December 03 2009 2 of T6 Utility Vault - Completed Wall and Base Section to the Holding Tank - AS1 #5 Utility Vault - Testing Laboratory "Test Lab" Utility Vault — Inside Test Lab — Curing Cylinders in a Tank December 03 2009 3 of T6 Utility Vault — Test Lab Concrete Cylinder Breaker Utility Vault — Curing Rack for Concrete Cylinders Utility Vault - 3 Cu Yd Hopper- ASI #5 (visit Facility in Prep for Sewer Vault) Dozer Pushing Burn Fill to Excavator for Load -out of Trucks for Transport to CHRL I December 03 2009 4 of T6 *mks:. • :. Hart Crowser Rep (R. Stainsby) Monitoring Burn Fill during Load -out - Bid Item 4 Excavator Loading Trucks w/ Burn Fill for Transport to CHRL - Bid Item 4 DAY OF THE WEEK: Sunday Monday Tuesday X Wednesday Thursday Friday Saturday WEATHER: Clear Partly Cloudy Overcast Fog Rain X TEMPERATURE: 10 -32 32 -55 X 55-70 70-85 85+ King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Construction Activity: Report No: 154 Date: 11 -24 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station 6:49am Arrived at project site. 7:08am Merlino has a Cat 320 excavator operator and a Komatsu HM300 operator assigned to the repair of the TESC swale to the west of the Transfer Station. The silt fence at Sta. A3 +25 had been breached. 7:55am Merlino has two personnel using a non -shrink structural grout to seal the joints and hardware pockets inside of the Surface Water Detention Vault. The personnel are concentrating on the inside upper top half of the vault, as the lower portion has been completed. 8:06am I noted that CTI had their vacuum street sweeper cleaning the roadways. 8:45am I departed to the Interurban storm water discharge site. 9:05am I arrived at the Interurban discharge site. I found that the shut -off valves to the Baker Tank had been turned on prior to my arrival. However, I noted that the meter reading was 017916. 9:10am I sampled the storm run-off water from the Baker Tank and recorded a 9.3 PH level. 9:55am CTI trucks are delivering gravel borrow material to the stockpile located to the north of Wall `B ". I observed the trucks utilizing the Tire Wash system upon their departure. 11:08am The swale west of the Transfer Yard has been repaired and plastic placed on the slope. However, the silt fence was damaged at Sta. A3 +27 during repair of the TESC swale. 11:53am The personnel grouting the inside of the Surface Water Detention Vault have the north side of the vault completed. Crew members are now moving their scaffolding and operations to the south side of the vault. 12:OOpm Utility Vault arrived on site with a delivery of riser sections for the top of the Surface Water Detention Vault. 12:10pm I noted that Merlino has set the base section of CB -35. Approximately one foot of bedding material was placed under the base. 12:45pm Merlino installed eight (8) linear feet of 24" dia. CPEP storm pipe from the Was anyone injured today? Yes No X Details EWO work performed today? Yes No X None Trucking tickets received today? Yes No X None Directions given to contractor? Yes No X None Project Delays. Yes No X None Project scheduling Yes No X None Problems identified? Yes No X None Material received & condition? Yes X No CTI — Gravel Borrow Utility Vault — Risers for Storm Vault and lids. Visitors? Yes No X None King County Bow Lake Recycle & Transfer Station Site Preparation - Contract Number Contract Number C00272C08 Inspector's Daily Report Report No: 154 Date: 11 -24 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm Bid Item #1 Site Preparation for Bow Lake Recycling and Transfer Station City of Tukwila Permit Number: D08 -389 Conditions structure (CB -35) and into the Surface Water Detention Vault. 1:05pm A laborer from Merlino is tightening the rubber catch basin boot to the 24" dia. CPEP exiting CB -35. 1:20pm Maser Brown from King County Materials Lab arrived on site for compaction tests on Wall "E ". 1:35pm A problem with the Nuclear Density Gauge was identified. Maser called for delivery of a new gauge. 1:53pm CTI is placing spall /river rock as a base course on the temporary access road to Wall "E ". 2:21pm Another Nuclear Density Gauge arrived at the site. Compaction tests were taken at elevation 167.09 at two different locations. Station E4 +75 had a dry density of 125.8 lbs. per cubic foot and 97.1% compaction @ 6.5% moisture. Station E5 +75 had a dry density of 125.0 lbs. per cubic foot and 96.5% compaction @ 6.5% moisture. 2:32pm Merlino personnel repaired the silt fence at Sta. A3 +27. 3:OOpm I departed for the day. Contractor Personnel Company Name: Description Number Merlino Construction Supervisor 1 Merlino Construction Laborer 5 Merlino Construction Operator 2 Merlino Construction Driver 0 Merlino Construction Flagger 0 Merlino Construction Concrete 0 CTI Operator 3 CTI Driver 0 CTI Supervisor 1 CTI Laborer 5 Malcolm Drilling Laborer 0 Malcolm Drilling Operator 0 Malcolm Drilling Pipe Buck 0 Malcolm Drilling Supervisor 0 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Amaya Electrical Electrician 0 Komatsu D375A Dozer (CTI) 1 Rainier Recycling Operator 0 Hitachi 450 Excavator (CTI) 1 1 Cruncher (Re -Bar) Laborer 0 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 Equipment Onsite Worked Standby Cat 320C Excavator #24820 (M) 1 Cat D6N Dozer #26202 (M) 1 Cat CS453 Vibe Roller #30010(M) 1 Case 580L Backhoe (M) 1 Cat 962G Loader w /forks #28221(M) 1 8000 gal non pot.water trl. (M) 3 Peterbilt Tractor Semi (M) 3 Ford F350 Flatbed w /tools (M) 1 Peterbilt Dump Truck (M) 1 John Deere 450 Excavator #24914(M) 1 Johnston605 Street Sweeper(M) 1 Service Van (A) N/A Komatsu PC210LC Exc 24815(M) 1 Mack 5000ga1 Water Trk. (M) 1 Hitachi 135 Excavator #24730 (M) 1 Cat 140G Grader (M) 1 Komatsu HM300 Off Road Haul Trk (M) 1 Godwin 6" Pump (M) 1 Komatsu D375A Dozer (CTI) 1 Cat D6H Dozer (CTI) 1 Hitachi 450 Excavator (CTI) 1 1 Hitachi 270LC excavator (CTI) 1 Cat 938F Loader (CTI) 1 Komatsu PC220Excavator(CTI) 1 Bomag BW 213D Vibe Roller (CTI) 1 Deere 350D Off Road Haul Trk. (CTI) 1 1 Freightliner Str.Sweeper (CTI) 1 Akeuc TB135 mini exc Rental (CTI) 1 BM -500 Crane (MD) N/A Ingersol Rand Fork Lift (MD) 1 Concrete Pump (MD) 1 BG -15H Drill Rig (MD) 1 l#1 King County Bow Lake Recycle 8 Transfer Station Site Preparation - Contract Number 1 Contract Number C00272C08 Inspector's Daily Report Signed Report No: 154 Date: 11 -24 -09 Contract Title: Bow Lake Recycle and Transfer Station Prime Contractor: Gary Merlino Constr. Contract Number: C00272C08 Inspector: Thomas Reetz Time Work Started: 7:OOam Time Work Stopped: 3:OOpm .0 1 1 MEMORANDUM FILE COPY To: Tom Creegan, KCSWD From: Rick Lippold, RW Beck and Sa Hong, HWA Subject: Bow Lake RTS: Wastewater Holding Tank Design Date: October 29, 2009 We have provided design criteria for the Wastewater Holding Tank as shown on drawings C63 and C64. This holding tank is satisfactory in terms of Structural and geotechnical considerations. The design drawings for this holding tank show the required 4 inch crushed surfacing top course leveling course over native subgrade and footing drains that will be constructed for the tank. In addition, we have reviewed the engineering submittal (drawings and calculations) for the tank to be furnished by Old Castle to Gary Merlino Construction Company and this tank meets the structural and geotechnical design requirements specified in the Site Preparation Contract, including conditions and recommendations contained in the project geotechnical reports. AifreenalMfrPeQ Rick Lippold Sa Hong Senior Engineer Principal R. W. Beck, Inc. HWA GeoSciences, Inc. t /4„, REVIEWED FOR CODE COMPLIANCE APP ' ~ VE NOV 18 2009 City of Tukwila BUILDING DIVISION KCSWD 1 Bow Lake recycling and Transfer Station 1 Site Preparation Contract Tukwila Wastewater Tank Letter - 102909.doc RECEIVED NOV 0 4 2009 PERMIT CENTEF ' I. M , •t Jr fS' , , b ..,,, ., M. 'i:s ...ex. �..w.S. .a ^s._.kx tr ,�..,, 470 . . r 500 SEATTLE WA •981 1004. (P) 2061'6,95:47, 00 (F),206 69 .1; PART 1 — GENERAL 1.01 SUMMARY A. Section includes but is not limited to wastewater piping, fittings, cleanouts, appurtenances, and installation of precast manholes in accordance with the Drawings and these Specifications in conformity with the lines and grades staked. 1.02 RELATED SECTIONS A. Section 02230 — Site Clearing. B. Section 02250 — Trench Safety Systems. C. Section 02300 — Earthwork. D. Section 02370 — Erosion and Sedimentation Controls. E. Section 02630 — Storm Drainage Utilities. F. Section 03300 - = Cast -in -Place Concrete. 1.03 REFERENCES A. City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards, Latest Edition. B. AASHTO M45, M85, M170. C. ASTM D 3350 Standard Specification for Polyethylene Plastics Pipe and fittings Materials D. ASTM F 714 Standard Specification for Polyethylene (PE) Plastic Pipe (SDR- PR) Based on Outside Diameter E. ASTM C 94M Standard Specifications for Ready -Mix Concrete. 1.04 SUBMITTALS A. General: Submit the following in accordance with Section 0700 - G Terms and Conditions, Article 4.4 - Submittals, and Section 01330 Submittal Procedures. B. Product data for wastewater piping and appurtenances. C. Product data for manholes. D. Shop drawings for precast concrete wastewater manholes, includin covers, grates, control risers, and manhole steps and ladders. E. Leadership in Energy and Environmental Design (LEED): 1. Provide completed LEED Materials Submittal Form, provided in Section 01800 — Sustainable Construction, to declare the recycled content, regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. C00272C08 BLRTS - rev. 09118/2008 SECTION. 02530 WASTEWATER UTILITIES Do 23 Dr+rrrtit No FILE COPY §02530 —1/11 WASTEWATER UTILITIES Page 114 Section 02530 Wastewater Utilities Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale REVIEW COMPLIANCE A FOR R APPS . VW NOV 18 2009 frarr of Tul�uila BU ILDING DIVISION RECEIVED NOV 04 2009 PERMIT CENTER 1.05 QUALITY ASSURANCE A. Environmental Compliance: Comply with applicable portions of local environmental agency regulations pertaining to wastewater systems, including Public Health Seattle -King County. B. Utility Compliance: Comply with City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards. C. Contractor shall coordinate with City of Tukwila for all necessary inspections and approval of the completed system. 1. All work specified in this section is subject to inspection, witness of testing, and approval of the City of Tukwila. ®,Contractor to provide structural calculations for vaults or manholes deeper ' than fifteen (15) feet from finished grade. Calculations to be stamped by a Structural Engineer licensed in the State of Washington. 1.06 SEQUENCING AND SCHEDULING A. Coordinate the work of this Section with the Earthwork Plan and Contractor's Erosion and Sediment Control Plan (CESCP). B. Coordinate with other utility work and retaining wall construction. PART 2 — PRODUCTS 2.01 WASTEWATER PIPE AND FITTINGS A. General: All materials shall be in accordance with City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards. B. Wastewater pipe shall be high density polyethylene (HDPE) pipe. See Specification Section 02630 — Storm Drainage Utilities Paragraph 2.02 for HDPE pipe only and the associated Part 3 Execution section. C. All pipe connections to the manhole shall be with a watertight flexible rubber boot, Kor -N -Seal, or Approved Equal into the manhole wall. 2.02 PIPE ANCHORS A. General: Provide anchors as shown on the Drawin ^s. 2.03 DETECTABLE MARKING TAPE A. See Specification Section 02510 — Water Utilities Paragraph 2.06. 2.04 MANHOLES A. Manholes shall be in accordance with City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards. B. Manholes shall be of the offset type and shall be precast concrete sections with either a cast in place base, or a precast base made from minimum 3,000 psi concrete. C. Joints between precast wall sections shall be confined 0-ring or as otherwise specified. C00272C08 §02530 — 2/11 BLRTS - rev. 09/18/2008 WASTEWATER UTILITIES Page 115 Provided to Builders Exchange of WA. Inc_ For usane Conditions Aoreement s PP www hvwa nnm _ Aluiave \ /urif., oral. D. Manhole steps shall be polypropylene, Lane International Corp. No. P13938 or Approved Equal. E. Manhole ladders shall be polypropylene, Lane International Corp. or Approved Equal, and shall be compatible with the steps where required. F. Frames and covers shall be ductile iron. 1. Castings shall be free of porosity, shrink cavities, cold shuts or cracks, or any surface defects which would impair serviceability. 2. Repair of defects by welding, or by the use of "smooth -on" or similar material, will not be permitted. 3. Frames and covers shall be machine finished or ground on seating surfaces so as to assure non - rocking fit in any position and interchangeability of covers. 2.05 MORTAR A. Mortar for hand mortared joints shall consist of one part Portland cement, three (3) parts fine sand, and sufficient water to allow proper workability. • B. Cement shall conform to the requirements of AASHTO M85, Type I or Type 11. C. Sand shall conform to the requirements of AASHTO M45. D. Water shall be clean. If the water contains substances that cause discoloration, unusual or objectionable smell or taste, or other suspicious content, the Project Representative may require the Contractor to provide test results documenting that the water meets the physical test requirements and chemical limits described in ASTM C94M Section 5.1.3, Tables 2 and 3. 2.06 FLEXIBLE PIPE TO MANHOLE CONNECTORS A.. Kor -N -Seal pipe -to- manhole connector meeting ASTM C 923 Standards, manufactured by NPC, Inc., or Approved Equal. PART 3 — EXECUTION 3.01 LAYING PIPE A. Survey line and 'Grade: 1. Utilize survey line and grade control hubs. 2. Transfer line and grade into the trench where they shall be carried by means of a: a. Laser beam, or b. Taut grade line supported on batter boards. 3. If batter boards are used: a. Batter boards. shall be at intervals of not more than thirty (30) feet, b. Not less than three (3) batter boards shall be in use at one (1) time, and C00272C08 BLRTS - rev. 09/18/2008 Page 116 Provided to Builders Exchanoe of WA Inc Few usana r'_nnf6finn• n ,,.ee.,,e.,+ IL. ._.._ __ � §02530 — 3/11 WASTEWATER UTILITIES C00272C08 c. Grades shall be constantly checked and in the event the batter boards do not line up, the Work shall be immediately stopped, the Project Representative notified, and the cause remedied before proceeding with the Work, at no additional cost to the Owner. 4. Any other procedure shall have the written approval of the Project Representative. B. Pipe Laying — General: 1. After an accurate grade line has been established, the pipe shall be laid in conformity with the established line and grade in the properly dewatered trench. 2. Mud, silt, gravel, and other foreign material shall be kept out of the pipe and off the jointing surfaces. 3. All pipe laid in the trench to the specified line and grade shall be kept in longitudinal compression until the backfill has been compacted to the crown of the pipe. 4. All pipe shall be laid to conform to the prescribed line and grade shown in the plans, within the limits that follow. 5. Pipe shall be laid to a true line and grade at the invert of the pipe and the Contractor shall exercise care in matching pipe joints for concentricity and compatibility. 6. The invert line may vary from the true line and grade within the limits stated to develop uniformity, concentricity, and uniform compression of jointing material provided such variance does not result in a reverse sloping invert. 7. The limit of the variance at the invert shall not exceed plus or minus one half (0.5) inch at the time of backfill. 8. Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe. 9. The pipe, unless otherwise approved by the Project Representative, shall be laid up grade from point of connection on the existing pipe or from a designated starting point. 10. When pipe laying is not in progress, the forward end of the pipe shall be kept tightly closed with an approved temporary plug. 11. Upon Substantial Completion of the Work, all pipe and appurtenances shall be open, clean, and free draining. 12. At the end of the work day, the last pipe shall be restrained in such a manner as may be required to prevent creep. C. Plugs and Connections: 1. Plugs for pipe branches, stubs, or other open ends which are not to be immediately connected shall be made of an approved material and shall be secured in a place with a joint comparable to the main line joint, or stoppers may be of an integrally cast breakout design. D. Jointing of Dissimilar Pipe: BLRTS - rev. 09/18/2008 §02530 - 4/11 WASTEWATER UTILITIES Page 117 Provided to Builders Exchanae of Wk Inc Fnr imnrip o,,— ew.e.,f L. 1. Dissimilar pipe shall be jointed by use of a factory- fabricated adapter coupling or a pipe collar. E. Sewer Line Connections: 1. Connections to trunks, mains, or laterals shall be left uncovered until after the Project Representative has inspected and approved the Work. 2. After approval of the connection, the trench shall be backfilled as specified. 3.02 BEDDING THE PIPE A. Pipe zone bedding material shall provide uniform support along the entire pipe barrel, without load concentration at joint collars or bells. B. All adjustment to line and grade shall be made by scraping away or filling in with bedding material under the body of the pipe and not by blocking or wedging. C. Bedding disturbed by pipe movement, or by removal of shoring movement of a trench shield or box, shall be reconsolidated prior to backfill. D. Pipe zone bedding shall be placed as specified in Section 02300 — Earthwork and as shown on the Drawings. 3.03 WASTEWATER PIPE AND FITTINGS A. Install wastewater pipe and fittings in accordance with City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards. B. All bolts shall be coated with Armite Anti -Seize Compound No. 609, Loctite 767, or Approved Equal, prior to installation. C. Wherever movable shoring (steel box) is used in the ditch, pipe shall be restrained by use of a winch mounted in the downstream manhole and a line of sufficient strength threaded through the pipe and set tight before each move. D. All gravity sewer pipe shall be laid in straight lines and at uniform rate of grade between manholes. E. Variance from_established line and grade shall not be greater than one -half (1/2) inch, provided that such variation does not result in a level or reverse sloping invert; provided, also, that variation in the invert elevation between adjoining ends of pipe, due to non - concentricity of joining surface and pipe interior surfaces, does not exceed one - sixty- fourth (1/64) inch per inch of pipe diameter, or a total of one -half (1/2) inch maximum. F. Any corrections required in line and grade shall be reviewed with the Project Representative and the repairs shall be made at the expense of the Contractor. G. At the end of the workday, the last pipe laid shall be restrained in an effective way to prevent creep during "down time." H. Special Lean Concrete bedding as specified in Section 03300 — Cast -in -Place Concrete when required to provide additional support for the pipe. C00272C08 §02530 — 5/11 BLRTS - rev. 09/18/2008 WASTEWATER UTILITIES Page 118 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1. The bottom of the trench shall be fully compacted before the placement of pipe cradle. Protect the pipe against flotation and disturbing the horizontal alignment of the pipe during the pouring of the concrete. 3.04 DETECTABLE MARKING TAPE A. See Specification Section 02510 - Water Utilities Paragraph 3.08. 3.05 TESTING GRAVITY SEWERS A. Fumish all facilities and personnel for conducting tests under the observation of the City of Tukwila. B. Methods other than low pressure air test shall be subject to the approval of the City of Tukwila. C. Preparation for Testing for Leakage: 1. Before any leakage test is performed, clean and flush all gravity sewer lines with an approved rodding method or with a cleaning ball and clean water prior to testing. 2. The inflatable diagonally ribbed rubber ball shall be of a size that will inflate to fit snugly into the pipe to be tested. 3. After completion of backfill and cleaning, the completed gravity sewer, including side sewer stubs, shall be televised inspected. This will be permitted prior to paving. 4. If the television inspection reveals excess debris, clean and televise again at the contractor's expense. 5. The sewer shall then be tested by the low pressure air test method but only after all utilities are installed and the project paved. Except, however, that in certain conditions an exfiltration test may be required by the City of Tukwila. 6. The first section of pipe not less than three hundred (300) feet in length installed by each crew shall be tested, in order to qualify the crew and /or the material. A successful installation of this first section shall be a prerequisite for further pipe installation by the crew. 7. At the - Contractor's option, crew and/or material qualification testing may e performed at any t'me during the construction process after at least two (2) feet of backfill has been placed over the pipe. 8. All debris flushed out of the line shall be removed at the first manhole where its presence is noted. in the event cemented or wedged debris, or a damaged pipe stops the cleaning operation, remove the obstruction, and /or repair any damaged pipe, at no additional cost to the Owner. 9. All visible leaks showing flowing water in pipelines or manholes shall be stopped even if the test results fall within the allowable leakage. 10. The cleaning shall be carried out in such a manner as to not infiltrate water into existing facilities. 11. Precautions shall be taken to prevent any damage caused by cleaning and testing. C00272C08 §02530 — 6/11 BLRTS - rev. 09/18/2008 WASTEWATER UTILITIES Page 119 Provided to Builders Exchanae of WA. Inc. For usage Conditions Ac,rAPmPnt CPP w w, by A,a rnm _ 12. Any damage resulting shall be repaired by the Contractor at its own expense. 13. The manner and time of testing shall be subject to approval of the City of Tukwila. D. Low Pressure Air Test: 1. The sewer pipe shall be tested for Teaks through the use of air in the following manner. a. Immediately following the pipe cleaning and television inspection, the pipe installation shall be tested with low pressure air. b. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches four (4.0) pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. c. At least two minutes shall be allowed for temperature stabilization• before proceeding further. d. The rate of air loss shall then be determined by measuring the time interval required for the intemal pressure to decrease from three and one -half (3.5) to two and one -half (2.5) pounds per square inch while maintaining the stipulated pressure greater than the pipe section's average adjacent groundwater back pressure. e. The pipeline shall be considered acceptable if the total rate of air loss from any section tested in its entirety between manholes, cleanouts or pipe ends does not exceed the following table: TABLE OF TEST TIME IN MINUTES AND SECONDS Length of 6" Pipe (ft.) 0 50 100 150 200 250 300 350 400 0 0:40 1:20 1:58 2:38 3:18 3:58 4:38 5:16 1:10 1:50 2:30 3:10 3:48 4:28 5:08 5:48 5:56 2:20 3:00 3:40 4:20 5:00 5:38 6:14 6:12 6:08 3:32 4:10 4:50 5:30 6:10 6:30 6:26 6:22 6:18 4:42 5:22 6:00 6:40 6:44 6:38 6:34 6:30 6:26 5:52 6:32 6:48 6:58 6:50 6:44 6:40 6:36 6:32 7:02 7:20 7:10 7:02 6:06 6:50 6:44 6:40 6:36 7:34 7:22 7:14 7:06 7:00 6:54 6:50 6:44 6:42 7:34 7:24 7:16 7:08 7:02 6:58 6:52 6:48 6:44 0 50 100 150 200 250 300 350 400 2. Test times will be provided by the City of Tukwila for combinations other than eight (8) inch mains and six (6) inch laterals. 3. If the pipe installation fails to meet these requirements, determine the source or sources of leakage, and repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Project Representative and City of Tukwila) or replace all defective materials or workmanship at the expense of the contractor. C00272C08 BLRTS - rev. 09/18/2008 'age 120 'rovided to Builders Exchanae of WA. Inc_ For ucanP §02530 — 7/11 WASTEWATER UTILITIES A 11 4. The completed pipe installation shall meet the requirements of this low pressure air test or the altemative water exfiltration test before being considered for acceptance. 5. Plugs used to close the sewer pipe for the air test shall be securely braced to prevent the unintentional release of a plug which can become a high velocity projectile. 6. Gauges, air piping manifolds and valves shall be located at the top of the ground. 7. No one shall be permitted to enter a manhole where a plugged pipe is under pressure. 8. Air testing apparatus shall be equipped with a pressure release device such as a rupture disk or a pressure relief valve designed to relieve pressure on the pipe under test at six (6) psi. 3.06 TELEVISED INSPECTION A. After the gravity sewer lines have been cleaned and flushed, provide a complete televised inspection. B. Perform a complete televised inspection of the sewer pipe and appurtenances and shall provide to the City of Tukwila, a one -half (1/2) inch VHS colored audioavisual tape, or other approved digital method, recording of the inspections together with a written log of the television inspection, and three copies to the Project Representative. 1. Submit the record of the televised inspection at least fourteen (14) days prior to the request for Substantial Completion. C. The camera shall be a pan and tilt type equipped with adequate light and focusing to allow inspection of sewer main, side sewers and full circumference inspection of main line joints and fittings. D. The City of Tukwila shall determine if the quality of the tape is acceptable. E. Immediately prior to the televised inspection, run water through each sewer line for five (5) to ten (10) minutes to provide water for detection of any adverse grade sections visible by the presence of ponded water. The camera shalt be stopped periodically at the ponded areas and the depth of water :,;.all be measured with a ball of known diameter on t:-.e pull F. During the inspection, all tees and other fittings shall be logged as to exact location within one (1) percent maximum error in measurement, wherein accuracy is checked with various fittings and the terminating manhole. G. The City of Tukwila shall be notified forty -eight (48) hours prior to any television inspection and this work shall be performed on a schedule to allow the City of Tukwila to witness the inspection. H. If the television inspection shows indications of deflections in the pipe, the City of Tukwila may require that the Contractor pull a proper sized mandrel for the main through the pipe to confirm that the pipe deflection does not exceed the manufacturer's recommendations. C00272C08 §02530 — 8/11 BLRTS - rev. 09/18/2008 WASTEWATER UTILITIES Page 121 Provided to Ri iilrIerc FYrhannc+ of WD Inc I r r lennn retnrlifinn• e 'or ee ,.er ► ._.._ __ _ n L. - ..__m _ ,. • I. Any defects in material or installation identified by the television inspection shall be repaired as required by the City of Tukwila at the Contractor's expense. 3.07 MANHOLE A. The excavation for all manholes, inlets, and catch basins shall be sufficient to leave one (1) foot in the clear between their outer surfaces and the earth bank. B. Manholes, catch basins, and inlets shall be constructed on a compacted or undisturbed level foundation. C. If the Contractor elects to use a separate cast -in -place base, the concrete shall be Class 4000 in accordance with Section 03300 — Cast -in -Place Concrete. D. Upon Substantial Completion of the Work, all manholes and wastewater structures shall.conform to the requirements of the Contract Documents. E. Manhole sections shall be placed and aligned so as to provide vertical sides and vertical alignment of the ladder steps. F. The completed manhole shall be rigid, true to dimension, and be watertight. G. Manholes shalt be watertight. H. Each manhole. shall be provided with not Tess than twelve (12) inches or more than twenty -four (24) inches of grade adjustment between the top•of the cone and the top of the manhole frame. I. Masonry units or precast concrete adjustment rings shall be installed to adjust to final grade. J. The outside and inside of manhole adjusting bricks or rings and the joints of precast concrete sections shall be plastered and troweled smooth with one- half (1/2) inch minimum of mortar in order to attain a watertight surface. K. All lift holes shall be completely filled with expanding mortar, smoothed both inside and outside, to insure water tightness. L. All steel loops shall be removed, flush with the manhole wall. The stubs shall be covered with mortar and smoothed. M. Rough, uneven surfaces will not be permitted. N. Frames and covers shall be provided with three bolt locking lids. O. Rings and covers shall be positioned so one of the three locking bolts is located over the manhole steps. P. Frames and covers shall be adjusted to conform to the final finished surface grade. Q. The cover or grating of a manhole, catch basin, or inlet shall not be grouted to final grade until the final elevation of the pavement, gutter, or ditch in which it is to be placed has been established, and until approval is given by the Project Representative to grout the cover or grating in place. R. Covers shall be seated properly to prevent rocking. C00272C08 BLRTS - rev. 09/18/2008 Page 122 Provided to 6uilrlerc FYrhanna of 1NA Inr I=nr oen..e r ..,a:►: n ___�__. ___ .._._._ . §02530 — 9/11 WASTEWATER UTILITIES S. Ladder rungs shall be grouted in the precast concrete walls. Rungs shall be uniformly spaced at twelve (12) inches and be vertically aligned per City of Tukwila Standard Details DS -10B and DS -10C. T. In the event any pipe enters the manhole through the precast concrete units, the Contractor shall make the necessary cut through the manhole wall and steel mesh. The steel shall be cut flush with the face of the concrete and shall be cut in such a manner that it will not loosen the reinforcement in the manhole wall. U. The ends of all pipes shall be trimmed flush with the inside walls. V. Rubber gaskets or flexible plastic gaskets may be used in tongue and groove joints of precast units. Joints between precast manhole units used for wastewater sewers shall be rubber gasketed. • W. All other joints and all openings cut through the walls shall be grouted and watertight. Mortar shall conform to the requirements of Paragraph 2.05 of this specification. X. All pipe connections to the manhole shall be with a water -tight flexible rubber boot, Kor -N -Seal or Approved Equal into the manhole wall. Y. If gaskets are used, handling of the precast units after the gasket has been affixed shall be done carefully to avoid disturbing or damaging the gasket or contaminating it with foreign material. Z. Attain proper alignment before the joints are fully seated. AA. During insertion of the tongue or spigot, the units shall be partially supported to minimize unequal lateral pressure on the gasket and to maintain concentricity until the gasket is properly positioned. BB. Do not Backfill around the Work until the concrete or mortar has thoroughly set. ackfilling of manholes shall be done in accordance with the provisions of Specification Section 02300 — Earthwork. DD. Any shoring or extra excavation required shall meet the requirements of Specification Section 02250 — Trench Safety Systems. EE. All manholes shall be channeled, made to conform accurately to the sewer - grade and shall be brought together smoothly with well rounded junctions, satisfactory to the Project Representative. 1. The channels shall be field poured after the inlet and outlet pipes have been laid and firmly grouted into place at the proper elevation. 2. Channel sides shall be carried up vertically from the invert to three - quarters of the diameter of the various pipes. The concrete shelf shall be warped evenly and sloped three - eighths (3/8) inch per foot to drain. Rough, uneven surfaces will not be permitted. 3. Channels shall be constructed to allow the installation and use of a mechanical plug or flow meter of the appropriate size. FF. Rigid pipes connecting to wastewater manholes shall be provided with a flexible joint at a distance from the face of the manhole of not more than C00272C08 §02530 —10/11 BLRTS - rev. 09/18/2008 WASTEWATER UTILITIES Page 123 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale one and one -half (1 1/2) times the nominal pipe diameter or eighteen (18) inches, whichever is greater. GG. Flexible pipes connecting to wastewater manholes shall be provided with an entry coupling or gasket. HH. No pipe joint in flexible pipe shall be placed within ten (10) feet of the manhole. 3.08 FIELD QUALITY CONTROL A. Testing: Perform testing of completed piping after trench compaction has been completed on the length of the pipe to be tested. B. Complete testing by the low pressure air method as specified in Paragraph 3.05. C. Cleaning: Clear interior of piping and structures of dirt and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. 1. Place plugs in ends of uncompleted pipe at end of day or whenever work stops. 2. Flush piping between manholes to remove collected debris. D. Interior Inspection: Inspect piping to determine whether line displacement or other damage has occurred in accordance with Paragraph 3.06 of this Section. END OF SECTION 02530 C00272C08 §02530 -11/11 BLRTS - rev. 09/1812008 WASTEWATER UTILITIES Page 124 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale REVIEWED FOR CODE COMPLIANCE PPR®VFD NOV 1 2009 PART 1 — GENERAL FILE COPY 1.01 SUMMARY pF*rmi$ ®. ' A. Section includes the following: 1. Specifies cast -in -place (CIP) concrete, including formw mix design, placement procedures, and finishes. 2. Non -shrink grout. 1.02 RELATED SECTIONS A. Section 03310 — Shotcrete. 1.03 SUBMITTALS A. General: Submit the following in accordance with Section 00700 — General Terms and Conditions, Article 4.4 — Submittals, and Section 01330 — Submittal Procedures: 1. Product data for proprietary materials and items, including reinforcement and forming accessories, admixtures, patching compounds, joint systems, curing, sealing and hardening compounds, and others as requested by Project Representative. 2. Shop drawings for reinforcement shall be prepared for fabrication, bending, and placement of concrete reinforcement. Comply with ACI SP 66 (04), "ACI Detailing Manual," showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of concrete reinforcement. Include special reinforcement required for openings through concrete structures. City of Tukwila BUILDING DIVAS!(' . names, sources, and descriptions, as follows: 1. SECTION 03300 CAST -IN -PLACE CONCRETE Provide completed LEED Materials Submittal Form, provided in Secti��, 01800 — Sustainable Construction, to declare the recycled conteriK C00272C08 BLRTS - rev. 09/18/2008 • COD AP SEP I8WED F OMP NGE ED 9 of Tukwi N , . DIVISIO Shop drawings for formwork for specific finished concrete surfaces. Show form construction including jointing, special form joint or reveals, location and pattern of form tie placement, and other items that affect exposed concrete visually. a. Submit drawings showing formwork for all above grade exterior final surfaces. b. Project Representative's review of formwork drawings is for general architectural applications and features only. Design of formwork for structural stability and efficiency is Contractor's responsibility. Samples of materials as requested by Project Representative, including RECEIVED a. Normal weight aggregates. NOV 04 5. Laboratory test reports for concrete materials and mix design tests and for aggregate alkali - silica reactivity quality assurance. PERMIT CENTER B.. Leadership in Energy and Environmental Design (LEED): SEP 09 CAST -IN -PLACE CONCREi7RMIT CEN `' R P09%. 2 regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. 1.04 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of specified codes, specifications, and standards, except where more stringent requirements are shown or specified. B. Contractor's Concrete Source Testing Service: Engage a testing laboratory acceptable to Project Representative to perform material evaluation tests and to design concrete mixes. C. Field Testing: Materials and installed Work may require testing and retesting at any time during progress of Work. Initial tests shall be performed by the Owner. Retesting of rejected materials for installed Work, shall be done by the Owner at Contractor's expense and will be deducted from Progress Payment. 1. The Contractor shall assist and provide incidental facilities and labor as may be necessary for obtaining test samples. 1.05 REFERENCES A. Comply with the requirements of Section 01095 — Reference Standards and as listed herein. The following is a list of standards referenced in this Section. B. American Concrete Institute (ACI): 1. ACI SP 66 (04), "ACI Detailing Manual," 2. ACI 117, Standard Specifications for Tolerances for Concrete Construction and Materials. 3. ACI 211, Standard Practices for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. 4. ACI 301, Specifications for Structural Concrete. 5. ACI 304, Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete. 6. ACI 305, Hot Weather Concreting. 7. ACI 306, Cold Weather Concreting. 8. ACI 308, Standard Practice for Curing Concrete. 9. ACI 309R, Guide for Consolidation of Concrete. 10. ACI 318, Building Code Requirements for Reinforced Concrete. 11. ACI 347R, Guide to Formwork for Concrete. 12. ACI 544.1 R, State of the Art Report of Fiber Reinforced Concrete. C. American Society for Testing and Materials (ASTM): 1. ASTM A 36, Standard Specification for Carbon Structural Steel. 2. ASTM A 615, Specification for Deformed and Plain Billet -Steel Bars for Concrete Reinforcement. C00272C08 §03300 — 2/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 3. ASTM A 767, Specification for Zinc - Coated (Galvanized) Steel Bars for Concrete Reinforcement. 4. ASTM C 31, Practice for Making and Curing Concrete Test Specimens in the Field. 5. ASTM C 33, Specification for Concrete Aggregates. 6. ASTM C 39, Test Method for Compressive Strength of Cylindrical Concrete Specimens. 7. ASTM C 42, Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. 8. ASTM C 94, Specification for Ready -Mixed Concrete. 9. ASTM C 131, Standard Test Method for Resistance to Degradation of Small -Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 10. ASTM C 143, Test Method for Slump of Hydraulic- Cement Concrete. 11. ASTM C 150, Specification for Portland Cement. 12. ASTM C 171, Specification for Sheet Materials for Curing Concrete. 13. ASTM C 172, Practice for Sampling Freshly Mixed Concrete. 14. ASTM C 173, Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method. 15. ASTM C 231, Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 16. ASTM C 260, Specification for Air - Entraining Admixtures for Concrete. 17. ASTM C 289, Test Method for Potential Alkali - Silica Reactivity of Aggregates (chemical method). 18. ASTM C 309, Specification for Liquid Membrane - Forming Compounds for Curing Concrete. 19. ASTM C 494, Standard Specification for Chemical Admixtures for Concrete 20. ASTM C 618, Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan'for Use as a Mineral Admixture in Portland Cement Concrete. 21. ASTM C 881, Specification for Epoxy- Resin -Base Bonding Systems for Concrete. 22. ASTM C 989, Standard Specification for Ground Granulated Blast - Furnace Slag for Use in Concrete and Mortars 23. ASTM C 1107, Standard Specification for Packaged Dry, Hydraulic- - Cement Grout (Nonshrink) 24. ASTM C 1116, Specification for Fiber - Reinforced Concrete and Shotcrete. C00272C08 §03300 — 3/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 25. ASTM D 1751, Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types) 26. ASTM D 1752, Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction 27. ASTM E 1155, Standard Test Method for Determining FF Floor Flatness and F Floor Levelness Numbers. D. American Association of State Highway and Transportation Officials ( AASHTO): 1. AASHTO M 182, Burlap Cloth Made from Jute or Kenai. E. Concrete Reinforcing Steel Institute (CRSI) : 1. CRSI "Manual of Standard Practice." F. National Institute of Standards and Technology 1. Voluntary Product Standard PS -1 Structural Plywood PART 2 — PRODUCTS 2.01 FORM MATERIALS A. Forms for Exposed Concrete: Plywood, metal, metal- framed plywood faced, or other acceptable panel -type materials, to provide continuous, straight, smooth, .exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Use overlaid plywood complying with U.S. Product Standard PS -1 "A -C or B -B High Density Overlaid Concrete Form," Class I for exterior surfaces of Transfer Building CIP walls on Column Lines 1, and for exposed face of all exterior retaining walls. 2. Use plywood complying with U.S. Product Standard PS -1 "B -B (Concrete Form) Plywood," Class I, Exterior Grade or better, mill -oiled and edge - sealed, with each piece bearing legible inspection trademark, or overlaid plywood on other exposed finish concrete. B. Forms for Unexposed Concrete: Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on at least two (2) edges and one side for tight fit. C. Form Coatings: Provide commercial formulation form - coating compounds suitable for potable water use with a maximum VOC of 350 mg /L that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. Do not use diesel as a concrete form release agent. D. Form Ties: Factory- fabricated, adjustable - length, removable or snap -off metal form ties, designed to prevent form deflection and to prevent spalling concrete upon removal. Provide units that will leave no metal closer than one and one -half (1 -1/2) inches to exposed surface. C00272C08 §03300 — 4/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 1. Provide ties that, when removed, will leave holes not larger than 1 -inch diameter in concrete surface. 2.02 REINFORCING MATERIALS A. Reinforcing Bars: ASTM A 615, Grade 60, deformed, unless noted otherwise. B. Welded wire fabric: plain, ASTM A185, galvanized. C. Smooth Dowel Bars: ASTM A 36, hot dip galvanized in accordance with ASTM A 767. D. Supports for Reinforcement: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire fabric in place. Use wire - bar -type supports complying with CRSI specifications. 1. For slabs -on- grade, use supports with sand plates or horizontal runners where base material will not support chair legs. 2. For exposed -to -view concrete surfaces, where legs of supports are in contact with forms, provide supports with legs that are plastic protected (CRSI, Class 1) or stainless steel protected (CRSI, Class 2). 2.03 CONCRETE MATERIALS A. Portland Cement: ASTM C 150, Type I or Type II. 1. Use one brand of cement throughout Project unless otherwise acceptable to Project Representative. B. Fly Ash: ASTM C 618, Type F. C. Blast Furnace Slag: ASTM C 989. D. Normal Weight Aggregates: shall meet the requirements of ASTM C 33 and as herein specified. Provide aggregates from a single source for exposed concrete. 1. Maximum amount of deleterious substances: particles of specific gravity less than 1.95 shall be two (2) percent for coarse aggregate and one (1) percent for fine aggregate. 2. In addition, aggregate shall test innocuous for potential reactivity in accordance with ASTM C 289. 3. All aggregate shall be of natural smooth rounded stone tested for abrasion per ASTM C 131 for a maximum loss not to exceed 35 percent after 500 revolutions. 4. Course aggregate gradation shall conform to ASTM C 33 and as indicated in mix design requirements below. Use maximum size course aggregate practical or noted. E. Water: Free of any deleterious material, meeting the requirements of ASTM C 94. F. Admixtures, General: Calcium chloride or any admixtures containing chloride ions shall not be used. G. Air - Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other required admixtures. C00272C08 §03300 — 5/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Air - Tite," Cormix. b. "Air -Mix" or "Perma- Air," Euclid Chemical Co. c. "Darex AEA" or "Daravair," W.R. Grace & Co. d. "MB -VR" or "Micro- Air," Master Builders, Inc. e. "Sealtight AEA," W.R. Meadows, Inc. f. "Sika AER," Sika Corp. g. Or Approved Equal. H. Water- Reducing Admixture: ASTM C 494, Type A. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Chemtard," ChemMasters Corp. b. "PSI N," Cormix. c. "Eucon WR -75," Euclid Chemical Co. d. "WRDA," W.R. Grace & Co. e. "Pozzolith Normal" or "Polyheed," Master Builders, Inc. f. "Prokrete -N," Prokrete Industries. g. "Plastocrete 161," Sika Corp. h. Or Approved Equal. I. High -Range Water- Reducing Admixture (Super Plasticizer): ASTM C 494, Type F, or Type G. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Super P," Anti -Hydro Co., Inc. b. "PSI Super," Cormix. c. "Eucon 37," Euclid Chemical Co. d. "WRDA 19" or "Daracem," W.R. Grace & Co. e. "Rheobuild," Master Builders, Inc. f. "PSP," Prokrete Industries. g. "Sikament 300," Sika Corp. . h. Or Approved Equal. J. Water- Reducing, Accelerating Admixture: ASTM C 494, Type E. C00272C08 §03300 — 6/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Q- Set," Conspec Marketing & Manufacturing Co. b. "Gilco Accelerator," Cormix. c. "Accelguard 80," Euclid Chemical Co. d. "Daraset," W.R. Grace & Co. e. "Pozzutec 20," Master Builders, Inc. f. Or Approved Equal. K. Water- Reducing, Retarding Admixture: ASTM C 494, Type D. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "PSI -R Plus," Cormix. b. "Eucon Retarder 75," Euclid Chemical Co. c. "Daratard -17," W.R. Grace & Co. d. "Pozzolith R," Master Builders, Inc. e. "Protard," Prokrete Industries. f. "Plastiment," Sika Corporation. g. Or Approved Equal. 2.04 RELATED MATERIALS A. Absorptive Cover: Burlap cloth made from jute or kenaf, weighing approximately 9 oz. per sq. yd., complying with AASHTO M 182, Class 2. B. Moisture - Retaining Cover: One of the following, complying with ASTM C 171. 1. Waterproof paper. 2. Polyethylene film. 3. Polyethylene- coated burlap. C. Water -Based Acrylic Membrane Cure /Seal /Dustproofer Compound: ASTM C 309, Type I, Class B containing 25% solids. 1 Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "General Purpose Cure & Seal (J -20)," Dayton Superior Corp. b. "Spartan Coat VOC," The Burke Co. c. "Cure & Seal VOC," Conspec. d. Or Approved Equal. C00272C08 §03300 — 7/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE D. Evaporation Control: Monomolecular film- forming compound applied to exposed concrete slab surfaces for temporary protection from rapid moisture Toss. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "Aquafilm," Ardex, Inc. b. "Eucobar," Euclid Chemical Co. c. "E- Con," L &M Construction Chemicals, Inc. d. "Confilm," Master Builders, Inc. e. "Sure Film (J -74)," Dayton Superior Corp. f. Or Approved Equal. E. Bonding Compound: Polyvinyl acetate or acrylic base. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. Polyvinyl Acetate (Interior Only): 1) "Superior Concrete Bonder (J -41)," Dayton Superior Corp. 2) "Euco Weld," Euclid Chemical Co. 3) "Everweld," L &M Construction Chemicals, Inc. 4) "PVA Bonder," The Burke Co. 5) Or Approved Equal. b. Acrylic or Styrene Butadiene: 1) "Acrylic Bondcrete," The Burke Co. 2) "Strongbond," Conspec Marketing and Mfg. Co. 3) "Day -Chem Ad Bond," Dayton Superior Corp. 4) "SBR Latex," Euclid Chemical Co. 5) "Daraweld W.R. Grace & Co. 6) "Hornweld," A.C. Horn, Inc. 7) "Everbond," L & M Construction Chemicals, Inc. 8) "Acryl -Set," Master Builders Inc. 9) "Intralok," W.R. Meadows, Inc. 10) "Sonocrete," Sonneborn - Rexnord. 11) "Stonlock LB2," Stonhard, Inc. 12) Or Approved Equal. C00272C08 §03300 — 8/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE F. Epoxy Adhesive: ASTM C 881, two- component material suitable for use on dry or damp surfaces. Provide material "Type," "Grade," and "Class" to suit Project requirements. 1. Available Products: Subject to compliance with requirements, products that may be incorporated in the Work include, but are not limited to, the following: a. "BurkEpoxy M.V.," The Burke Co. b. "Spec -Bond 100," Conspec Marketing and Mfg. Co. c. "Euco Epoxy System #452 or #620," Euclid Chemical Co. d. "Epobond 511," L &M Construction Chemicals, Inc. e. "Concresive Liquid LPL," Master Builders, Inc. f. "Sikadur 32 Hi- Mod," Sika Corp. g. "Resi -Bond (J -58)," Dayton Superior Corp. h. Or Approved Equal. G. Isolation Material: Sponge Rubber Joint Filler, ASTM D 1752, Type 1. H. Joint Filler for concrete sidewalks and exterior paving: Preformed asphalt saturated fiberboard complying with ASTM D 1751: Asphalt saturated fiberboard. 2.05 NON - SHRINK GROUT A. Non- shrink, non - metallic grout. Premixed factory packaged, nonstaining, noncorrosive, nongaseous cement grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for application. B. Products, subject to compliance with requirements: 1. "Masterflow 928," Master Builders. 2. "Five Star Grout," Five Star Products. 3. Or Approved Equal. 2.06 PROPORTIONING AND DESIGN OF MIXES, GENERAL A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field experience methods as specified in ACI 301. If trial batch method used, use an independent testing facility acceptable to Project Representative for preparing and reporting proposed mix designs. The testing facility shall not be the same as used for field quality control testing. 1. Minimum fly ash or blast furnace slag content shall be fifteen (15) percent, maximum thirty -five (35) percent of cement content by weight. B. The maximum size for concrete aggregate is defined as the smallest standard sieve opening through which the entire amount of the aggregate is permitted to pass. C00272C08 §03300 — 9/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE C. Submit written reports to Project Representative of each proposed mix for each class of concrete within sixty (60) calendar days from the First Notice to Proceed. D. Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when characteristics of materials, job conditions, weather, test results, or other circumstances warrant, as accepted by Project Representative. Laboratory test data for revised mix design and strength results must be submitted to and accepted by Project Representative before using in Work. 2.07 PROJECT CONCRETE MIXES A. Design mixes to provide normal weight concrete with the following properties, as indicated on drawings and schedules: 1. Class 3000A: Minimum compressive strength at 28 days, 3000 psi. Maximum water /cementitious material ratio, 0.45. Air entrained, 4% to 6 %. Minimum total cement content, 360 pounds per cubic yard of concrete. Minimum total cementitious content, 450 pounds per cubic yard of concrete. 2. Class 3000B: Minimum compressive strength at 28 days, 3000 psi. Maximum water /cementitious material ratio, 0.50. Air entrained, 4% to 6 %. 3. Class 4000: Minimum compressive strength at 28 days, 4,000 psi. Maximum water /cementitious material ratio, 0.38. Maximum size coarse aggregate, 1 inch or greater. Air entrained, 4% to 6 %. Minimum cement content, 450 pounds per cubic yard of concrete. Minimum total cementitious content, 550 pounds per cubic yard of concrete. 4. Lean Concrete (cementitious /fine aggregate flowable mix): Minimum 28 day compressive strength, 600 psi, Minimum cement content, 150 Ib /cy. Minimum cementitious material content, 200 Ib /cy. Maximum water /cementitious material content, 2.0. Air entrainment, none. Designed for tremie placement when placing in water. 2.08 CONCRETE TEMPERATURE A. The temperature of the concrete at the time it is placed for Class 4000 and 3000A shall not be more than 80 degrees F, nor less than 50 degrees F, regardless of the ambient temperature. Class 3000B shall have a maximum temperature of 90 degrees F. 2.09 ADMIXTURES A. Use water - reducing admixture or high -range water - reducing admixture (Superplasticizer) in concrete as required for placement and workability. B. Use nonchloride- accelerating admixture in concrete slabs placed at ambient temperatures below 40 degrees F. C. Use admixtures for water reduction and set control in strict compliance with manufacturer's directions. D. Slump Limits: Slump for delivered concrete mixes shall be consistent for each concrete class and shall be consistent with slump indicated on C00272C08 §03300 —1 0/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE approved concrete mix submittals. Proportion and design mixes to result in concrete slump at point of placement as follows: 1. Slumps not consistent with approved concrete mix submittal or consistent with approved delivered slump shall be reason for rejection of concrete. Consistent slump will be considered to be ± 20 %. 2. Concrete containing HRWR admixture (Superplasticizer) shall be limited to a slump of 8- inches. Concrete delivered with a slump higher than this is subject to rejection. 3. Any mix which is proportioned to have excessive slump which results in segregation of mix materials is subject to rejection. 2.10 CONCRETE MIXING A. Use ready -mix concrete. B. Provide batch ticket for each batch discharged and used in Work, indicating project identification name and number, date, mix type, mix time, quantity, and amount of water introduced. C. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as specified. 1. When air temperature is between 85 degrees F and 90 degrees F, reduce mixing and delivery time from 1 -1/2 hours to 75 minutes, and when air temperature is above 90 degrees F, reduce mixing and delivery time to 60 minutes. PART 3 — EXECUTION 3.01 GENERAL A. Coordinate the installation of joint materials and vapor retarders with placement of forms and reinforcing steel. B. Dispose of rejected or excess concrete and wash concrete mix trucks off -site, at no additional expense to Owner. On -site temporary storage and wash down may be an option subject to advanced Project Representative approval of a designated site designed to meet water quality requirements, and provided all dumped concrete is removed from Project Site and the site is cleaned up by Contractor prior to Substantial Completion. 3.02 TOLERANCES A. Comply with Sections 2, 3 and 4 of ACI 117 and as herein specified. 3.03 FORMS A. General: Design, erect, support, brace, and maintain formwork to support vertical and lateral, static and dynamic loads that might be applied until concrete structure can support such Toads. Design and construct formwork for the structural loads of the concrete and so concrete members and structures are of correct size, shape, alignment, elevation, position and meets final concrete tolerances. Maintain formwork construction tolerances complying with ACI 347. C00272C08 §03300 —11/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE B. Construct forms to sizes, shapes, lines, and dimensions shown and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, chamfers, inserts, and other features required in Work. Use selected materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent leakage of cement paste. Align tie holes on a vertical and horizontal grid. If requested by Owner, submit layout of proposed grid alignment for all concrete surfaces that will be exposed in the completed construction to Project Representative for approval. C. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, for easy removal. D. Provide temporary openings where interior area of formwork is inaccessible for cleanout, for inspection before concrete placement, and for placement of concrete. Securely brace temporary openings and set tightly to forms to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. E. Chamfer all exposed corners and edges, unless otherwise directed, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. Use 3/4 -inch chamfer where not otherwise indicated. F. Forms for Slabs: Set edge forms, bulkheads, and intermediate screed strips for slabs to obtain required elevations and contours in finished surfaces. Provide and secure units to support screed strips using strike -off templates or compacting -type screeds. G. Provide a 1/4 -inch tooled edge radius on the exposed edge of slabs. H. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses, and chases from trades providing such items. Accurately place and securely support items built into forms. I. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, or other debris just before concrete is placed. Retighten forms and bracing before concrete placement as required to prevent mortar leaks and maintain proper alignment. 3.04 PLACING REINFORCEMENT A. General: Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing Reinforcing Bars," for details and methods of reinforcement placement and supports and as herein specified. 1. Avoiding cutting or puncturing vapor retarder during reinforcement placement and concreting operations. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with concrete. C00272C08 §03300 —12/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as approved by Project Representative. D. Place reinforcement to obtain not Tess than the minimum concrete cover required. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. 3.05 JOINTS A. Construction Joints: 1. Locate and install construction joints as indicated or, if not indicated, locate so as not to impair strength and appearance of the structure, as acceptable to Project Representative. 2. Provide keyways at least one and one -half (1 -1/2) inches deep or as shown in construction joints in walls and slabs and between walls and footings where shown on the drawings. 3. Construction joints shall be roughened to a minimum amplitude of 1/4- inch. This may be accomplished by forming or finishing the concrete to this roughness, or creating the roughened surface by abrasive or water blasting, or by mechanical means (chipping hammer). If abrasive or water blasting is used, this shall be done while the concrete is "green." generally approximately 24 hours following placement. 4. All construction joints shall be completely clean when covered with fresh concrete. Cleaning shall consist of removal of Iaitance, loose or defective concrete, coatings, curing compound, and other foreign material. Cleaning shall consist of water blasting at pressures not less than 4,000 psi. If water blasting is done prior to form installation, provide means and methods to perform final cleaning of surface prior to placing concrete. If necessary, leave windows in wall forms to access surfaces for cleaning. 5. Use bonding agent on existing concrete surfaces that will be joined with fresh concrete. B. Isolation Joints in Slabs -on- Ground: Construct isolation joints in slabs -on- grade at points of contact between slabs -on -grade and vertical surfaces, such as walls, column pedestals, grade beams, and elsewhere as indicated. Securely install specified isolation material prior to concrete placement. C. Contraction (Control) Joints: Construct contraction joints at locations indicated on the drawings. 1. For slabs on grade, contraction joints may be saw cut. Cuts shall be made as soon as possible after slab finishing as may be safely done without dislodging aggregate. 3.06 INSTALLATION OF EMBEDDED ITEMS A. General: Set and build into work anchorage devices and other embedded items required for other work that is attached to or supported by cast -in -place concrete. Use setting drawings, diagrams, templates, instructions, and directions provided by suppliers of items to be attached thereto. C00272C08 §03300 -13/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 3.07 PREPARATION OF FORM SURFACES A. General: Coat contact surfaces of forms with specified and approved, nonresidual, low -VOC, form - coating compound before reinforcement is placed. B. Do not allow excess form - coating material to accumulate in forms or to come into contact with in -place concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer's instructions. C. Coat steel forms with a nonstaining, rust - preventative material. Rust - stained steel formwork is not acceptable. 3.08 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcing steel, and items to be embedded or cast in. Notify other crafts to permit installation of their work; cooperate and coordinate with other trades in setting such work so as not to impact Project Schedule. B. Notification and Sign -off: 1. Notify Project Representative not less than forty-eight (48) hours in advance of each concrete pour. 2. Project Representative will inspect and sign -off on formwork, rebar placement, inserts, blockouts, penetrations, and other elements related to the Work. Project Representative's inspection and sign -off does not relieve the Contractor for correctness of the Work. C. General: Comply with ACI 304, "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete," and as herein specified. D. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified or as approved by the Owner. Deposit concrete to avoid segregation at its final location. E. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. 1 Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, rodding, or tamping. Use equipment and procedures for consolidation of concrete in accordance with recommendations in ACI 309R. 2. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. C00272C08 §03300 —14/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE F. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 1. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Bring slab surfaces to correct level with straightedge and strike off. Use bull floats or darbies to smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. 3. Maintain reinforcing in proper position during concrete placement. G. Cold- Weather Placing: Comply with provisions of ACI 306 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 degrees F, uniformly heat water and aggregates before mixing to obtain minimum specified concrete mixture temperature at point of placement. a. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. b. Do not use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators unless otherwise accepted in mix designs. H. Hot-Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete, place concrete in compliance with ACI 305 and as herein specified. 1. Cool ingredients before mixing to maintain required concrete temperature at point of placement. Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing water. Use of liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcing steel with water - soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. 3. Fog spray forms, reinforcing steel, and subgrade just before concrete is placed. 4. Use water - reducing retarding admixture when required by high temperatures, low humidity, or other adverse placing conditions, when acceptable to Project Representative. 3.09 FINISH OF FORMED SURFACES A. Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work or concealed by other construction. This is the concrete surface having texture imparted by form - facing material used, with tie holes and defective areas repaired and patched and fins and other projections exceeding 1/4 inch in height rubbed down or chipped off. C00272C08 §03300 —15/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE B. Smooth Form Finish: For formed concrete surfaces exposed to view or to be covered with a coating material applied directly to concrete, or a covering material applied directly to concrete, such as waterproofing, dampproofing, painting, or other similar system. This is an as -cast concrete surface obtained with selected form - facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch defective areas with fins and other projections completely removed and smoothed. C. Smooth Rubbed Finish: Provide smooth rubbed finish to scheduled concrete surfaces, which have received smooth form finish treatment, not later than one day after form removal. 1. Moisten concrete surfaces and rub with carborundum brick or other abrasive until a uniform color and texture is produced. Do not apply cement grout other than that created by the rubbing process. D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces occurring adjacent to formed surfaces, strike -off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated. 3.10 MONOLITHIC SLAB FINISHES A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and other finishes as herein specified. 1. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating, using float blades or float shoes only, when surface water has disappeared, when concrete has stiffened sufficiently to permit operation of power- driven floats, or both. Consolidate surface with power -driven floats or by hand - floating if area is small or inaccessible to power units. Check and level surface plane to tolerances of FF 20 - FL15 per ACI 117. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. B. Trowel Finish: Except where otherwise noted, apply trowel finish to monolithic slab surfaces to be exposed to view, and slab surfaces to be covered with resilient flooring. 1. After floating, begin first trowel finish operation using a power -driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand - troweling operation, free of trowel marks, uniform in texture and appearance, and with surface leveled to tolerances of FF20 - FL15. Grind smooth surface defects that would telegraph through applied floor covering system. C. Trowel and Nonslip Broom Finish: Apply trowel and nonslip broom finish to scheduled surfaces. 1. Immediately after trowel finishing, as specified, slightly roughen concrete surface by brooming with fiber- bristle broom perpendicular to main vehicle and foot traffic route and with the slope on sloped floors in the Transfer Building. Coordinate required final finish with Project C00272C08 §03300 —16/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE Representative before application. Prepare a control sample area and obtain Project Representative's approval. D. Float and Nonslip Broom Finish: Apply nonslip broom finish to scheduled surfaces. 1. Immediately after float finishing, slightly roughen concrete surface by brooming with fiber- bristle broom perpendicular to main foot and vehicle traffic route. Coordinate required final finish with Project Representative before application. Prepare a control sample area and obtain Project Representative's approval. 3.11 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather, protect concrete from rapid moisture loss before and during finishing operations with an evaporation - control material. Apply in accordance with manufacturer's instructions after screeding and bull floating, but before power floating and troweling. B. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. C. Curing Methods: Perform curing of concrete by curing and sealing compound, by moist curing, by moisture - retaining cover curing, and by combinations thereof, as herein specified. 1. Provide moisture curing by following methods. a. Keep concrete surface continuously wet by covering with water. b. Use continuous water -fog spray. c. Cover concrete surface with specified absorptive cover, thoroughly saturate cover with water, and keep continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4 -inch lap over adjacent absorptive covers. 2. Provide moisture -cover curing as follows: a. Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least 3 inches and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. D. Curing Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces, by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. E. Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces, by application of appropriate curing method. C00272C08 §03300 -17/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE 3.12 REMOVAL OF FORMS A. General: Formwork not supporting weight of other concrete or other Toads, may be removed once concrete has obtained adequate strength for self support but not sooner than 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form - removal operations, and provided curing and protection operations are maintained. Adequate strength for self support shall be considered 200 psi compressive strength. Field conditions such as air temperature may effect strength gain of the concrete and shall be considered before form removal. B. Shoring and formwork supporting weight of concrete, such as soffits, slabs, and other structural elements, may not be removed in until concrete has obtained at least 75 percent of the 28 day design strength of the concrete mix, but not Tess than 7 days after the concrete is placed.. Determine potential compressive strength of in -place concrete by testing field -cured specimens representative of concrete location or members. C. Form - facing material may be removed 4 days after placement only if shores and other vertical supports have been arranged to permit removal of form - facing material without loosening or disturbing shores and supports. 3.13 REUSE OF FORMS A. Clean and repair surfaces of forms to be reused in Work. Split, frayed, delaminated, or otherwise damaged form - facing material will not be acceptable for exposed surfaces. Apply new form - coating compound as specified for new formwork. B. When forms are extended for successive concrete placement, thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joint to avoid offsets. Do not use "patched" forms for exposed concrete surfaces except as acceptable to Project Representative. 3.14 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete Work. 3.15 CONCRETE SURFACE REPAIRS A. General: 1. Surface repairs required because of contractor construction means and methods shall be repaired with no expense to the Owner. Example repairs would be rock pockets, voids, tie - holes, shrinkage cracks caused by improper curing, damaged concrete due to form removal or abuse, improper subgrade preparation, loading prior to required strength gain, or improperly constructed joints. 2. Surface repairs required not due to contractor construction means and methods shall be repaired if directed by Project Representative. Additional payment will be made for such repairs. C00272C08 §03300 —18/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE B. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, when acceptable to Project Representative. 1. Cut out honeycomb, rock pockets, voids over 1/4 inch in any dimension, and holes left by tie rods and bolts, down to solid concrete but in no case to a depth of Tess than 1 inch. Make edges of cuts perpendicular to the concrete surface. Thoroughly clean, dampen with water, and brush -coat the area to be patched with specified bonding agent. Place patching mortar before bonding compound has dried. 2. For exposed -to -view surfaces, blend white Portland cement and standard Portland cement so that, when dry, patching mortar will match color surrounding. Provide test areas at inconspicuous location to verify mixture and color match before proceeding with patching. Compact mortar in place and strike -off slightly higher than surrounding surface. C. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Project Representative. Surface defects, as such, include color and texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets, fins and other projections on surface, and stains and other discolorations that cannot be removed by cleaning. For non - exposed surfaces, flush out form tie holes, fill with dry-pack mortar, or precast cement cone plugs secured in place with bonding agent. For exposed surfaces, specified to receive a Smooth Form Finish, a Smooth Rubbed Finish or a Brush Abrasive Blast Finish, plug and neatly grout form tie holes to within 3/8 inch of the finished surface. 1. Repair concealed formed surfaces, where possible, that contain defects that affect the durability of concrete. If defects cannot be repaired, remove and replace concrete. D. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope and smoothness by using a template having required slope. 1. Repair finished unformed surfaces that contain defects that affect durability of concrete. Surface defects, as such, include crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through nonreinforced sections regardless of width, spalling, popouts, honeycomb, rock pockets, and other objectionable conditions. 2. Correct high areas in unformed surfaces by grinding after concrete has cured at least 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with patching compound. Finish repaired areas to blend into adjacent concrete. Proprietary underlayment compounds may be used when acceptable to Project Representative. 4. Repair defective areas, except random cracks and single holes not exceeding 1 inch in diameter, by cutting out and replacing with fresh C00272C08 §03300 -19/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4 -inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. E. Perform structural repairs with prior approval of Project Representative for method and procedure, using specified epoxy adhesive and mortar. F. Repair methods not specified above may be used, subject to acceptance of Project Representative. 3.16 QUALITY CONTROL TESTING DURING CONSTRUCTION A. General: The Owner will provide testing laboratory services to perform tests. B. Sampling and testing for quality control during placement of concrete may include the following, as directed by Project Representative. C. Sampling Fresh Concrete: ASTM C 172, except modified for slump to comply with ASTM C 94. 1. Slump: ASTM C 143; one test at point of final discharge for each day's pour and one for every 50 cy thereafter, of each type of concrete; additional tests when concrete consistency seems to have changed. 2. Air Content: ASTM C 173, volumetric method for lightweight or normal weight concrete; ASTM C 231 pressure method for normal weight concrete; one for each day's pour and one for every 50 cy thereafter, of each type of air - entrained concrete. 3. Concrete Temperature: Test hourly when air temperature is 40 degrees F and below, when 80 degrees F and above, and each time a set of compression test specimens is made. 4. Compression Test Specimen: ASTM C 31; one set of four standard cylinders for each compressive strength test, unless otherwise directed. Mold and store cylinders for laboratory-cured test specimens except when field -cure test specimens are required. 5. Compressive Strength Tests: ASTM C 39; one set for each day's pour exceeding 5 cubic yards plus additional sets for each 50 cubic yards more than the first 25 cubic yards of each concrete class placed in any one day; one specimen tested at seven days, two specimens tested at 28 days, and one specimen retained in reserve for later testing if required. a. When frequency of testing will provide fewer than five strength tests for a given class of concrete, conduct testing from at least five randomly selected batches or from each batch if fewer than five are used. b. When total quantity of a given class of concrete is less than 50 cubic yards, Project Representative may waive strength test if adequate evidence of satisfactory strength is provided. C00272C08 BLRTS - rev. 09/18/2008 §03300 — 20/22 CAST -IN -PLACE CONCRETE c. When strength of field -cured cylinders is Tess than 85 percent of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in- place concrete. d. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 300 psi. D. Test results will be reported in writing to Contractor within 24 hours after tests. Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing service, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials, compressive breaking strength, and type of break for both 7 -day tests and 28 -day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. F. Additional Tests: The testing service will make additional tests of in -place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Project Representative. Testing service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42, or by other methods as directed. Contractor shall pay for such tests when and if unacceptable concrete is verified. 3.17 CONCRETE MIX SCHEDULE A. Concrete mixes if not called out on the Drawings shall be as follows. B. Class 3000A: 1. Gravity wall section of wall A. 2. Piping encasement at water quality treatment vault. 3. Anchor and thrust blocks for water, storm water and sanitary sewer. C. Class 30006: 1. Backfill concrete for fence posts, bollards, or similar. D. Class 4000: 1. Structural concrete, including retaining wall B footings and stem wall, and wall A, C, D, and F concrete that is not placed as shotcrete. E. Lean Concrete: 1. Soldier pile backfill concrete. 3.18 CONCRETE FINISH SCHEDULE A. Finishes if not called out on the Drawings shall be as follows. B. Formed Finish: C00272C08 BLRTS - rev. 09/18/2008 §03300 — 21/22 CAST -IN -PLACE CONCRETE 1. Rough Form Finish: all formed concrete surfaces not exposed to view in the finish work and not having drain mat placed against it. Exposed to view surfaces are those surfaces that are not hidden by backfill or by other permanent construction cover such as shotcrete, wall coverings, suspended ceiling, or similar covering 2. Smooth Form Finish: All exposed surfaces of walls A, C, and D that do not receive a shotcrete or sculpted finish, or surfaces not exposed to view but to have drain mat placed against surface. 3. Smooth Rubbed Finish: All exposed surfaces of wall B and F. C. Slab Finishes: 1. Float Finish: All footing slabs. 2. Float and Nonslip Light Broom Finish: Top of walls and horizontal slabs with top surface of slab exposed in final construction. END OF SECTION 03300 C00272C08 §03300 — 22/22 BLRTS - rev. 09/18/2008 CAST -IN -PLACE CONCRETE D E I OMPL COMPLIANCE PPROVED NOV 18 211U9 City of Tukwila BUILDING nlVIclnM PART 1 — GENERAL 1.01 SUMMARY Permit NO. A. Section includes: 1. Design, permit, manufacture, deliver, erect and install watertight panel precast concrete detention vault with various appurtenances including, but not limited to, ladders, sump grating, manhole covers and rings, and manhole risers. 2. Concrete vault elements include, but are not limited to, base sections, exterior and interior walls, roof, sump, access risers and hatch, manhole risers and removable access cover. 3. The detention vault dimensions, layouts, structural requirements, and general notes are shown on the Drawings. 1.02 RELATED SECTIONS: A. Section 02630 — Storm Drainage Utilities. B. Section 05500 — Miscellaneous Metal Fabrications. 1.03 REFERENCES A. Comply with the requirements of Section 01095 — Reference Standards and as listed herein. The following is a list of standards referenced in this Section. C00272C08 BLRTS - rev. 09/18/2008 5. American Society for Testing SECTION 02650 STORM DRAINAGE DETENTION STRUCTURES FILE COPY 1. 2005 King County Surface Water Design Manual. 2. 2005 Department of Ecology Stormwater Management Manual for Westem Washington. 3. City of Tukwila Public Works Department Development Guidelines and Design and Construction Standards. 4. American Association of State Highway and Transportation (AASHTO) "Standard Specifications for Highway Bridges." Officials and Materials (ASTM) a. ASTM A 82, Standard Specification for Steel Wire, Plain, for Concrete Reinforcement. b. ASTM A 123, Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and Steel Products. c. ASTM A 153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware. d. ASTM A 185, Standard . Specification for Steel Welded Wire Reinforcement, Plain, for Concrete. e. ASTM A 615, Specification for Deformed and Plain Billet -Ste for Concrete Reinforcement. f. ASTM C 33, Specification for Concrete Aggregates. tO1 235 REVIEWED FP, E COMP CE R ED 2009 City ofTu UILDING DIVISI SEP. i >;.`'2009 D PER §02650 — V STORM DRAINAGE DETENTION STRUCTU CEIN ED NOV 0 4 2009 ER PERMIT CENTER g. ASTM C 150, Specification for Portland Cement. h. ASTM C 494, Standard Specification for Chemical Admixtures for Concrete. i. ASTM C 890, Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures. 6. American Welding Society (AWS) a. AWS D1.1 "Structural Welding Code - Steel." b. AWS D1.4 "Structural Welding Code - Reinforcing Steel." 7. Concrete Reinforcing Steel Institute (CRSI) a. CRSI "Manual of Standard Practice." 8. Prestressed Concrete Institute: a. MNL 116 "Manual for Quality Control Precast Prestressed Concrete Products b. MNL 119 "PCI Drafting Handbook Concrete." for Plants and Production of - Precast and Prestressed c. MNL 120 "PCI Design Handbook - Precast and Prestressed Concrete." 1.04 DEFINITIONS A. Precast Manufacturer: The firm responsible for designing, fabricating, temporarily storing, and delivering the precast detention vault, and providing a field erection supervisor to assist the Contractor with erection of the vault. 1.05 SUBMITTALS A. General: Submit the following in accordance with Section 00700 - General Terms and Conditions, Article 4.4 - Submittals, and Section 01330 - Submittal Procedures. B. Design calculations and drawings stamped by a Professional Engineer licensed in the State of Washington. Drawings shall include an overall plan and sections, and detail dimensions and reinforcement for each non - duplicate member. Drawings shall include details of all openings, joint details and lifting devices. C. Revised calculations and drawings, if necessary, as a result of the permitting agency's review comments. D. Shop Drawings: 1. Provide complete installation drawings indicating every element of the system. 2. Indicate dimensions inside the vault. 3. Indicate dimensions relative to fixed permanent improvements on the Project Site for accurate placement of the vault. C00272C08 §02650 — 2/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES 4. Indicate location, size, material, and invert elevation of all inlet and outlet pipes, orifice plates, and appurtenances. 5. Provide the manufacturer's recommended installation and maintenance procedures. E. Product Data Sheets: 1. Provide for each manufactured product installed under work covered by this Section. 2. Include fittings, couplings, and joints. F. Diagrams: 1. Provide scale diagrams of assemblies, structures, or other items that are materially different from the conditions indicated in the Contract Documents. 2. Include special fittings, including connections manufactured specially for the Project. G. Concrete mix design. H. Concrete testing reports. I. Method of curing. J. Description of Precast Manufacturer's Quality Control Program that includes the requirements listed in paragraph 1.06 C of this Section. K. Completed quality control and quality assurance documentation for each piece including satisfactory evidence of resolution of all non - conformities detected through the quality control process. L. Joint details for providing water tight sealed joints. M. Installation instructions, including lifting requirements, connection and sealing details. 1. Procedure for connecting all precast elements together shall be included with installation instructions. Installation shall include required bracing for structural stability and backfill requirements. N. Material certifications, including cement, aggregate, and reinforcement. 0. Provide evidence of qualification for the Precast Manufacturer and its proposed field erection supervisor. P. Vault appurtenances not covered in Section 02630 — Storm Drainage Utilities. Q. Leadership in Energy and Environmental Design (LEED): 1. Provide completed LEED Materials Submittal Form, provided in Section 01800 — Sustainable Construction, to declare the recycled content, regional manufacture or source, and regional harvest content, as applicable, of the materials contained in this Section. 1.06 QUALITY ASSURANCE A. Perform Work in accordance with Section 01430 — Quality Assurance and Control. C00272C08 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES B. Standards and Codes: 1. Work shall comply with the latest edition of the following codes, specifications and standards except as noted: a. AASHTO Standard Specifications for Highway Bridges. b. American Concrete Institute's ACI 318 "Building Code Requirements for Reinforced Concrete." c. ASTM C 890 "Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures." d. Concrete Reinforcing Steel Institute "Manual of Standard Practice." e. Prestressed Concrete Institute: 1) MNL 116 "Manual for Quality Control for Plants and Production of Precast Prestressed Concrete Products." 2) MNL 119 "PCI Drafting Handbook - Precast and Prestressed Concrete." 3) MNL 120 "PCI Design Handbook - Precast and Prestressed Concrete." f. American Welding Society: 1 ) AWS D1.1 "Structural Welding Code - Steel." 2) AWS D1.4 "Structural Welding Code - Reinforcing Steel." C. Precast Manufacturer's Qualifications: 1. Precast Manufacturer shall be regularly engaged in the business of designing and producing precast detention vault structures of size similar to that required for this Project. 2. Precast Manufacturer shall have been regularly engaged in the business of producing such structures for a minimum of five (5) years and produced a minimum of two (2) similar type and size of vault within the year preceding the bid date. 3. Precast Manufacturer shall be a certified by one (1) of the following . organizations: a. The Precast/Prestressed Concrete Institute's Plant Certification Program. b. National Precast Concrete Association's Plant Certification Program. c. WSDOT Certified Precast Concrete Fabricator. D. Quality Control: 1 Precast Manufacturer shall have an established Quality Control Program to insure close control of materials and procedures used in the production of vault sections. 2. Quality Control Program shall include, but not be limited to the following: C00272C08 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES a. Quality Control Manual outlining quality control process and procedures, test methods, temperature restrictions, and report forms used to document control inspection and test results. b. A current organization chart of the manufacturing plant with names and responsibilities of all personnel. c. Description of all concrete mix designs used, including admixtures, and complete Request for Approval of Materials Source forms for all material sources. d. Copies of the annual calibration and certification of all batching and testing equipment. e. Copies of the training and experience records for all quality control personnel. f. All pre- approved repair procedures. 3. Each vault section shall be inspected prior to delivery and shall be clearly marked by the Precast Manufacturer's quality control inspector as approved for use in construction. 4. Prior to shipping, Precast Manufacturer shall furnish a complete documentation package for each piece shipped including the following information: a. Concrete batch tickets. b. Concrete cylinder break tests. c. Material certifications. d. Copies of all changes from the approved manufacturer's drawings. e. Record of resolution of all deficiencies and non - conformities. 5. Precast Manufacturer shall allow unlimited access to precasting operation for inspection of vault members by Project Representative. E. Precast Manufacturer shall provide the services of a field erection supervisor as specified in this Section. 1.07 PROJECT CONSIDERATIONS A. Precast Manufacturer shall be responsible for complete design of the vault to the criteria given on the Drawings. B. Design includes a precast removable access panel. Panel shall be designed for the same Toads as the vault and be detailed for future removal including a minimum of four (4) stainless steel cast -in lifting hardware (Dayton F-42 inserts or Approved Equal with threaded plastic plugs) or as approved. C. In- service design criteria are shown on the Drawings. Precast Manufacturer shall consider manufacturing or construction related Toads. Specific load conditions shall include: 1. Delivery, lifting and erection loads. 2. Potential Contractor equipment Toads during various stages of backfilling over vault. C00272C08 BLRTS - rev. 09/18/2008 §02650 - 5/11 STORM DRAINAGE DETENTION STRUCTURES C00272C08 3. Completed installed condition, no water in vault, vehicle surcharge. 4. Completed installed condition, seismic loads with no vehicle surcharge. 5. Completed installed condition, seismic Toads with vehicle surcharge. D. Storage and Delivery: 1. Precast Manufacturer shall store vaults until required by the Contractor. 2. Precast Manufacturer shall coordinate with the Contractor and deliver the vault sections in a time frame and at a rate requested by the Contractor. E. Permits: 1. Constractor is responsible for obtaining a vault construction permit from the City of Tukwila. a. Precast Manufacturer's approved design calculations, drawings and other data regarding the vaults will be submitted for review and approval. b. Precast Manufacturer shall be responsible for complying with all permit application review comments, including making the necessary revisions to the calculations and drawings as is necessary to allow the Owner to secure the permit. c. Allow up to ninety (90) additional calendar days for permit acquisition following review and approval of the design submittal by the Project Representative. Review and approval of the design submittal by the Project Representative does not guarantee permit approval by the City of Tukwila. Any delay in obtaining the permit beyond ninety (90) calendar days which is not attributable to the acts or omissions of the Contractor, or subcontractor or suppliers, shall be considered Force Majeure and may allow the Contractor an extension in Contract Time only. 2. Precast Manufacturer shall be responsible for obtaining permit(s) for transporting the vaults. PART 2 — PRODUCTS 2.01 GENERAL A. Concrete: 1. Design concrete mix as required for manufacture of the precast sections and strength required for design. 2. Minimum concrete strength shall be four thousand (4000) psi at twenty - eight (28) days. 3. Maximum water /cement ratio shall be 0.38. 4. Air entrainment, four (4) percent to six (6) percent. B. Cement: 1. Portland Cement: ASTM Specification C -150, Type I or Type III. C. Aggregates: §02650 — 6/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES 1. Aggregate size and gradation shall be normal weight meeting the requirements of ASTM C33, gradation size as chosen by the Precast Manufacturer. 2. Aggregates shall test innocuous for potential reactivity in accordance with ASTM C289. D. Admixtures: 1. Water- Reducing Admixture: ASTM C 494, type as selected by Precast Manufacturer. 2. Calcium chloride shall not be used and all admixtures shall contain no chloride ions. E. Reinforcement: 1. Reinforcement Bars: ASTM A 615, grade 60. 2. Steel Wire: ASTM A 82, plain, cold- drawn, steel. 3. Welded Wire Fabric: ASTM A 185. 4. Supports for Reinforcement: Bolsters, chairs, spacers and other devices for spacing, supporting, and fastening reinforcement complying with CRSI recommendations. a. For all concrete surfaces on interior of vaults, where legs of supports are in contact with forms, provide supports with legs that are plastic protected (CRSI, Class 1) or stainless steel protected (CRSI, Class 2). F. Forms: 1. Use steel forms intended solely for the manufacture of precast sections. G. Form Release Compound: 1. Form release compound shall be approved for potable water use. H. Manhole Rings and Covers: 1. See Section 02630 — Storm Drainage Utilities and as shown on the Drawings. 2. Any solid covers shall be labeled "DRAIN" cast into the top surface. 3. Rings, covers and grates shall be H -20 load rated. 2.02 MISCELLANEOUS METAL A. Steel plates, shapes, and bars: Stainless Steel, type 304 or 316. B. Fasteners: Stainless steel, Type 304. C. Ladders shall meet the requirements of the Washington Administrative Code (WAC) 296 -24 -810, Fixed Ladders. Fabricated from stainless steel. D. See also Section 05500 — Miscellaneous Metal Fabrications. C00272C08 §02650 — 7/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES PART 3 — EXECUTION 3.01 GENERAL A. Construct the precast members under carefully controlled mixing, placing, and curing conditions. 1. Notify Project Representative at least five (5) working days in advance of beginning fabrication of the vault members. 3.02 FABRICATION A. Form or otherwise build members to the dimensions shown on the Drawings and approved shop drawings. B. If minimum concrete thickness dimensions are shown on the Drawings, members shall not be less than these values. C. Provide each vault element with appropriate lifting points. D. Moist curing is required until the concrete reaches a compressive strength of three thousand (3000) psi. No curing or sealing compounds shall be used. E. Do not strip forms or remove from casting bed until concrete reaches a minimum compressive strength of three thousand (3000) psi. All loss or damage from stripping is the Contractor's responsibility. F. Pick, move and store members in the cast position until the concrete reaches a minimum compressive strength equal to the final design strength. G. Mark the following information, using waterproof paint, on the inside of a vertical leg of each wall /roof section: 1. Piece weight. 2. Piece number. 3. Fabrication date. 4. Manufacturer's name. 3.03 CONCRETE FINISH A. Concrete finish shall provide a smooth, dense, uniform surface after the forms are removed. B. Repair any porous areas. C. Wall, ceiling and roof finish. Smooth form finish. Remove all fins exceeding one - eighth (1/8) inch in height. D. Patch all holes and defects greater than one - quarter (1/4) inch in maximum dimension. E. Floor finish shall be troweled and roughened with a Tight broom finish. F. Thoroughly pressure wash all interior vault surfaces using a minimum two thousand (2000) psi water blast prior to transporting to the Project Site. Pressure washing shall remove all surface latency, form release coating, and loose cement paste. C00272C08 §02650 — 8/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES 3.04 JOINTS A. General: Precast Manufacturer shall be responsible for joint design that provides both a watertight and a structural secure connection between precast sections for all the loading conditions specified. B. Watertight joints may be created by premolded elastomeric seals or by cementitious grouting at the Project Site. C. All grouted joints shall include cast keys or other approved details. D. Structural connections: 1. Horizontal joints between the wall and base and wall and ceiling units may be designed as keyed joint that relies on shear and friction. 2. Minimum shear key depth at wall -to -base unit joint shall be two (2) inches. 3. Joints between adjacent base, wall or cover units, shall be keyed to distribute shear across the joint. 4. Any steel hardware to hold sections together shall be galvanized in accordance with ASTM A 123 and A 153. 5. Any such hardware shall be recessed into the wall for a minimum of one and one -half (1 -1/2) inches cover and patched with non -shrink cementitious grout after installation of vault. 3.05 WALL OPENINGS A. Provide blockouts in the vault walls for each pipe penetration and opening shown on the Drawings. B. Coordinate opening size with actual outside dimension of pipe. 3.06 TOLERANCES A. Precast members shall meet the tolerance requirements of PCI MNL 116 or as specified in this Section, whichever is more restrictive. B. Units not meeting the specified tolerances will not be accepted and shall be replaced by the Precast Manufacturer. 3.07 PLANT QUALITY CONTROL EVALUATIONS A. Strength of Units: Strength of precast concrete units will be considered potentially deficient if manufacturing processes fail to comply with requirements that may affect strength of units, including the following: 1. Failure to meet compressive strength test requirements. 2. Reinforcement not conforming to specified fabrication requirements. 3. Concrete curing and protection of precast units against extremes in temperature not as specified. 4. Precast units damaged during handling and shipping. B. Defective Work: Precast concrete units that do not conform to specified performance requirements, including strength, tolerances, and finishes, shall be replaced with units that meet requirements. C00272C08 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES 3.08 FIELD ERECTION SUPERVISION (PRECAST MANUFACTURER) A. Provide a minimum of sixteen (16) hours of field erection inspection to assist the Contractor with the methods and procedures of picking, placing, aligning, connecting and grouting the precast members. B. Begin field erection inspection services with the first delivery for the first vault members. C. Services might not be on consecutive days depending on the Contractor's schedule for installation. 3.09 INSTALLATION A. Subgrade and crushed surfacing top course installation shall be completed in accordance with the Contract Documents prior to placing any vault base panels. B. Place precast panels in accordance with manufacturer's instructions. C. Provide temporary support for members as required. D. Temporary support shall remain in -place until vault stability is established. E. Panel connections shall be made in the sequence established by the vault manufacturer. F. Tighten any hardware to the torques recommended by the vault manufacturer. G. Grout or install seals between panel members to provide a water tight structure. H. Grout any exposed hardware pockets with non - shrink cement grout as approved by precast manufacturer. I. Repair any temporary installation holes or lifting holes with non - shrink cement grout. J. Install piping and appurtenances as shown on the drawings. Provide temporary support as necessary while installing. Use approved anchor hardware and methods. Use anchor size and depth as shown on the Drawings or as required by Precast Manufacturer for contractor designed fabrications. K. Bring backfill up evenly around the vault to provide a balanced soil Toad condition. Differential soil heights on opposite sides shall be no greater than two (2) feet. 3.10 ERECTION TOLERANCES A. Erect precast panels to meet the following tolerances: 1. Plan location from location shown on Drawings: Plus or minus three - quarters (3/4) inch in any direction. 2. Top elevation from design top elevation relative to adjacent panel: Plus or minus one -half (1/2) inch. 3. Maximum plumb variation over height of structure: Three - quarters (3/4) inch. C00272C08 §02650 —10/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES 4. Maximum jog in alignment of abutting edges: interior floor and walls, one - quarter (1/4) inch; ceiling and exterior walls, three - eighths (3/8) inch. 5. Joint width (governs over joint taper): Plus or minus three - eighths (3/8) inch. 6. Joint taper over any eight (8) foot length: Three - eighths (3/8) inch. 7. Maximum vertical off -set of any point on the top surface of the vault floor measured from a horizontal straight line between opposite horizontal end corners of the completed vault floor: One -half (1/2) inch up or down. 8. Maximum horizontal off -set of any point on the exterior of vault walls measured from a horizontal straight line between opposite vertical end corners of the completed vault wall: One -half (1/2) inch in or out. 9. Maximum vertical off -set of any point on the top surface of the vault roof measured from a horizontal straight line between opposite horizontal end corners of the completed vault roof: One -half (1/2) inch up or down. END OF SECTION 02650 C00272C08 §02650 —11/11 BLRTS - rev. 09/18/2008 STORM DRAINAGE DETENTION STRUCTURES Old ©R® Precast' Utility Vault Otdcastte Precast, Inc. • PO Box 588 • Auburn, WA 98071-0588 November 21, 2009 Response to comments on Bow Lake Panel Vault: Page 5, 6 of Calculations: The single layer of reinforcing is intended to resist both positive and negative moments. There are two different effective depths in the reinforcing calculations. Page 15: The wall design has been revised for the 350 psf retaining wall surcharge and seventeen feet of fill. Page30: The weld plate design and spacing has been modified for the new wall reactions. REVIEWED FOR CODE COMPLIANCE pPROVED NOV 18 2009 City of Tukwila BUILDING DIVISInN FILE COPY ra No 1: D09- 35 i. A VPP Star Facility www.uvaukurn.com Phone (253 839 -3500 Fax (253 735 -4201 Toll Free (800) 892 -1538 ., I t t r.1 . x: r RECEIVED NOV 0 4 2099 PERMIT CENTER astle Precast* Utility Vault Product Panel Vault Customer. Gary Medina Project Bow Lake Transfer Station Designed By: S. C. Hiester, P.E. Date: October 12, 2009 Revised: October 21, 2009 Structural Desian Calculations The design submitted Is the property of and Is used for the propietary use of Utility Vault Co., Inc. only, and shall be used on product manufactured only by Utility Vault Co., Inc. Oldc astte Precast 2009 T 1 Product Panel Vault Oldcast le Precast' CustomeGary Mert)nno Utility Vault Project: Bow Lake Transfer Station Date: October 12 2009 S. C. Hlester P.E Materials: Concrete: 28 Day Compressive Strength fc = T000 psi Reber. ASTM A615 Grade 60 WWF: ASTM A185 Grade 65 Page 2 of 31 Oldcastle Precast 2009 Specifications: Design: AASHTO LRFD Bridge Design Specifications -2004, 2005 interim revisions Loads: AASHTO LRFD Bridge Design Specffcations -2004, 2005 interim revisions HL-93 Wheel Load P= 16.0 kip Impact (dynamic load allowance) per AASHTO 3.6.6.2 55 PCF EF.P. Lateral Soil Pressure Live load surcharge per AASHTO 3.11.6.4 350 psf retaining wall surcharge Top of Vault 17'-0° Below Grade Maximum Watertable below bottom of vault 5500 psf Allowable soil bearing Pressure OEdcastle Precast Utility Vault Date: October 12, 2009 Design Top Slabs Design as " beams span= 21.000 ft design width= 2.5 ft Case 1: 17'-0" soil cover and HL. 93 Loads: soil (.130)(17.0)(2.5) = beam (( 2.60x.417)+(.917)(.833)1(.150)= total dl= wheel= 16.000 kip Dynamic load allowance= 33(1 - .125(17.000)= 0 % distribute wheel load over an area equal to 1.15 x the depth of fill (1.15)(17.000)= 19.550 ft wheel load= (8)(18.000X(19.650 +16+1.687)(19.550+14.000+.833) +Mu c c.o. pt= +Mu ®ao. pt= service 0.100 ksf 0.03238 k/ft wheel bane (2X.640)/(20+19.550)= w U= (.175+.112)(2.5)= wu d1 +11= (7.521 +.718)= +Mu= (8.101x21.000)!8= 446.544 k-ft ((8.101 x0.750x21.000-0.750))12= ((8.101 x6.300)(21.000- 5.300))/2= Product Panel Vault Custome Gary Merlin PrJ ect Bow Lake Transfer Station By: S. C. Hiester, P.E. service 5.525 ksf 0.271 ksf 5.798 ksf LF 1.75 1.76 61.614 k-ft 337.024 k-ft LF factored 1.3 7.183 ksf 1.25 0.339 ksf 1 factored 0.175 ksf 0.057 k/ft 0.679 k/ft 8.101 kilt 7.521 ksf 30" 37.217' x 34.383" Page 3 �f 31 Oldc astle Precast 2009 wheel spaces 6.000 if axle spacing= 14.000 ft wheel print width= 10 in wheel print length= 20 in 6.000' 4.000' 6.000' 10" AASHTO LRFD reinforcing requirements b= 30 In As bw= 30 in As' ds 12.804 In Mu= d's 0 In Mn= lb 5 in thin= 9.38 in 0 in 448.544 k-ft 518.248 k-ft 484.621 k-ft fy= 80 fc= 7 01= 0.7 $ 0.9 note If hoc, bw=b ksi ksi c= a= c/ds= c/hP 4.495 3.148 0.38 0.899 ok ok AASHTO LRFD reinforcing requirements b= 30 in As 6.24 In fy= 80 ksi 2.998 bw= 30 In As' 0 in fc= 7 ksi a= 2.097 ds 13.063 in Mu= 337.024 k-ft fit= 0.7 olds= 0.23 ok d's 0 In Mn= 374.845 k-ft ¢ 0.9 cli4= 0.599 ok h 8 In $Mir 337.36 k -ft note If h>c. bom=b AASHTO LRFD reinforcing requirements b= 30 In As 1.2 in fy= 60 ksl 0.578 bw= 30 In As' 0 in Pc = 7 ksi a= 0.403 ds 11.813 In Mu= 81.614 k-ft fit= 0.7 c/ds= 0.05 ok d's 2 in Mn= hr 8 in $Mn= 89.865 k-ft 62.698 k-ft 4, note If h 0.9 bw=b c/tM= 0.115 ok 1 Olicicastle Precast Utility Vault Date: October 1 2009 Shear per AASHTO 5.8.3.3 Product Panel Vault Customs Gary Merino Protect: Bow Lake Transfer Station B • S. C. Hiester P.E Shear ® keyway a= 0.403 In dv= 11.813-0.403/2= 11.811 In - not less than (.9X11.813 )= 10.831 in dv= 11 In or .72(15.000)= 10.800 In Vc= (.0318)(2X7.00) (30.00(11.344)= 58.903 kip - solid slab Page 4 of 31 Oldcastle Precast 2009 Shear after 1st stirrup sparing a= 3.148 In dv= 12.604 - 3.148/2= 11.031 in - not less than (.9X12.604)= 11.344 In dv= 11.344 In or .72(18.000)= 10.800 in V (.0316)(2X7.00) (11.000x11.344)= 20.885 kip $Vc= (.85X20.885)= 17.7349 kip < 0.000 kip 1/2QVc= 8.887 kip Av= 0.40 24 stirrups bw= 11.000 In dv= 11.344 .126(7): 0.875 ksi AASHTO LRFD relnfordng requirements x ft Vux kip s In Vs kip Vc kip ®Vn kip b= 12 in As 0.05 in fy= 60 kal am 0.060 107.583 bw= 12 In As' 0 in fc= 7 ksi a= 0.042 0.684 ds 3.5 In Mu= 0.737 k-ft 91= 0.7 20.885 dds= 0.02 ok d's 0 in Mn= 0.870 k-ft + 0.9 17.7349 dh, 0.012 ok ht 8 In +Mn= 0.783 k-ft note if h,>c, bw=b b= 12 in As 0.08 Irk fy= 60 ksi c= 0.072 bv= 12 in As' 0 in ft= 7 ksi a= 0.050 ds 1.8 In Mu= 0.369 k -ft 01= 0.7 c/ds= 0.05 ok d's 0 In Mn= 0.442 k-ft + 0.9 Or 0.014 ok hr 8 in $Mn= 0398 k-ft note if hf>c, bw-b load range x ft Vux kip s In Vs kip Vc kip ®Vn kip vu max s In I 0 20.826 0.500 81.006 4.000 69.665 58.903 107.583 0.784 9.075 © keyway 0 20.825 1.642 72.565 4.000 68.062 20.885 76.6873 0.684 9.075 edge of recess 0 20.625 3.750 54.679 6.000 45.374 20.885 58.3031 0.516 9.075 0 20.825 8.330 17.678 20.885 17.7349 0.166 9.075 no Vs req'd 0 Qldcastil® Piiecast Utility Vault • . October 1 2009 Design slab between beams Design for 17'-0" soft cover and 16 kip wheel load soil= (1.3X.130)(17.0)= slab= (1.25)(.417)(.150)= le (5.000)112.000 )/12= 2.873 ksf 0.078 ksf whet* 0.176 ksf Lane= 0.057 ksf wu= 3.183 k/ft -Mu= (3.183)(1.687) /12= 0.737 k-ft +Mu= (3.183)(1.687) 0.369 k-ft Modulus of rupture= .24(7.000) 0.635 ksi E 050) 5072.24 kst E 29000 ksi n= (29,000/5,072)= 8 Minimum reinforcing: Maki slab - AASHTO 5.7.3.3.2 min= 1.2 Me 1.2(31.749 )/12= 3.176 k-ft Product: Panel Vault Customs Gary Merlin Protect: Bow Lake Transfer Station By: 8. C. Hiester P.E. span= 1.687 ft 125 in M (0.635)(125)/2.500= 31.749 k-in Page 5of31 Oktcastle Precast 2009 span =1.687' AASHTO LRFD reinforcing requirements b= 12 in As 0.21 hit ty= 60 ksl c= 0.252 bw= 12 In As' 0 in it= 7 ksl a= 0.176 ds 3.6 in Mu= 3.175 k-ft 131= 0.7 c/ds= 0.07 ok d's 0 in Mn= 3.582 k -it 4 0.9 c/h 0.050 ok h 6 in 4Mn= 3.224 k-ft note If h,>c, bv=b t C O ®I Mantle Precast Utility Vault Date: October 12, 2009 As req by analysis= min As= (1.333)(0.74)= or min temp= .11(6.000)(12.000) /60 use As= Shear Vu= (3.183)(1.667y2= 2.853 kip Shear per AASHTO 5.8.3.3 a= 0.176 dv= 3.500-0.092/2= dv= 3.600 In Design slabs with rectangular access Case 1:17' -0" soil cover and HL-93 Design edge beam Loads: slab: sot: wheel: lane: 0.11 in span= 21 ft Product Panel Vaud Customs Gary Merlin Project Bow Lake Transfer Station BE S. C. Hiester P.E. 0.74 in 0.98 in AASHTO 5.7.3.3.2 altemate min. 0.11 in AASHTO 5.10.8 Vc= (.0316x7.000) " (12.000X3.600)= 7.224 kip $Vcc (.85x7.224)= 6.140 kip < 2.653 kip U wall (1.25)(1.250)(.150) (1.3X17.000)(0.130))= 0.092 in 3.464 in - not less than (.9X3.500)= or .72(6.000)= riser side wail: (125)(1.000)(18.333x.150)= cover. (1.25)(0.667)(4.000)(.150)= riser end wall + cover (1.25)(17.000x4.000x1.000x.150)= 5.375' 10.000' 0.234 ksf 2.673 ksf 0.175 ksf 0.057 ksf 3.083 k/ft 0.500 k/ft 12.750 kip Page 6 of 31 Oldcastle Precast 2009 3.150 in 3.600 In AASHTO LRFO reinforcing requirements wu klft R1u kip R2u kip x ft Mux k-ft 0 b= 24 In As 11 In fy= 60 ksi c= 6282 13.145 bw= 24 In As 2.2 In ft= 7 ksi a= 3.697 649.805 ds 13.063 in Mu= 549.805 k -ft (31= 0.7 457.774 c/ds= 0.40 ok d's 2.25 in Mn= 812.37 k-ft . 0.9 c/t 0.440 ok h 12 in tiMiv 551.133 k -ft note if t >c, bw=b b= 24 in As 1.79 in` 1y= 60 ksi • c 1.074 bw= 24 In As' 0 in ft= 7 ksi a= 0.752 ds 11.875 in Mu= 92.200 k -ft f31= 0.7 c/ds= 0.09 ok d's 0 in Mn= 102.916 k -ft . 0.9 cl 0.090 ok h 12 in SW= 92.624 k-ft note if h bw=b . load range (x) ft wu klft R1u kip R2u kip x ft Mux k-ft 0 4.500 16.696 67.079 8.050 0.760 92.200 4.500 5.600 17.253 13.145 4.108 5.600 457.774 5.500 15.600 7.362 38.812 38.812 :,- iiRli 649.805 16.500 16.600 17.263 4.108 13.145 16.600 457.774 16.500 21.000 16.695 8.050 67.079 16.600 412.335 totals 129.194 129.194 Mu max= 549.805 C P ®Dceslle Precast Utility Vault Ocher 12 2009 wu ® opening= (0.234)(2.000)+((0.175+2. 873)(1. 000 ))+(0.057)(6.000)+3.083+0.50 = wu (g3 end riser wall= Shear per AASHTO 5.8.3.3 Product: Panel Vault Customs Gary Merlin Protect; Bow Lake Transfer Station B : S. C. Hiester P.E. Page 7of31 Oldcastle Precast 2009 7.362 k/ft ((0. 234 +0.057x5.000)(1.000)+((0.176+2. 873 )(1.000)(1.000)+12.750) /1.000= 17.253 k/ft wu ® slab= ( 0.234 +2.873+0.175+0.057x5.000) = 18.695 k/ft 4.500' 1.000' 10.000' 1.000' 4.500' 16.695 klft ' 17.263 k/ft 1 7.382 klft 1 17.253 k/ft 1 18.696 k/ft Mu @ c.o. point Shear keyway 0.752 in dv= 11.875-0.752/2= 11.499 in not less than .9(11875)= 10.688 in dv= 11.499 in or .72(15.000)= 10.800 in 1 Toad range x ft Vux kip b in +Vc kip Av s Vs ®Vn In kip kip vu max s in 0 4.500 1.480 104.485 60.00 98.0608 0.4 9.000 30.6839 124.125 _ 0.151 9.630 0 4.500 1.480 104.488 60.00 100.259 0.4 9.000 31.3512 126.907 0.148 9.630 0 4.500 1.800 99.143 60.00 900.259 0 100.259 0.141 9.830 4.500 5.500 4.600 64.066 38.00 60.1552 0 60.155 0.128 9.830 4.500 5.500 5.500 36.812 24.00 40.1034 0 40.103 0.130 9.630 5.500 15.500 8.500 36.812 24.000 40.1034 0 40.103 0.130 9.630 5.500 15.600 18.500 36.812 24.000 40.1034 0 40.103 0.130 9.830 15.500 16.500 15.800 48.812 24.00 40.1034 0 40.103 0.130 9.830 15.500 16.500 16.500 - 54.066 38.00 60.1552 0 60.155 0.128 9.830 16.500 21.000 19.200 - 99.143 60.00 100.259 0 100.289 0.141 9.830 18.500 21.000 19.520 - 104.49 60.00 100.259 0.4 9.000 31.3512 126.907 0.148 9.630 16.500 21.000 19.520 -104.49 60.00 98.0808 0.4 9.000 30.6639 124.128 0.151 9.830 • Olticastle Precast Utility Vault Date: October 12, 2009 Shear after 1st stirrup spacing a= 3.697 In dv= 13.063- 3.697/2= 11.214 in dv= 11.767 in per AASHTO 5.8.3.4 with p= 2.0, 8= 45 a= 90 Av= 0.4 in Design Blabs with rectangular access Case 2: IT-0' soil cover and wheel loads on cover Design edge beam span= 21.000 ft 10.000' wheel load distribution from riser wails Product Panel Vault Customs Gary Martino Project Bow Lake Transfer Station By S. C. Hiester, P.E. 5.375' not less than .9(13.083)= or .72(15.000)= Vs= (Av)(fy)(dv)/s 9.333' 10.000' 8.000' 9.333' 1.500 k/ft 1.600 Pitt Page 8 of 31 Oldcastle Precast 2009 11.757 in 10.800 in .125171= 0.876 ksl 011dcastie Precast Utility Vault Data October 12 2009 assume wall dlstrubutes wheel Toads at 2/1 (v/h) (similar to bearing AASHTO 6.7.6) 17.000/2= 8.500 ft wheel print length= 1.687 ft 8.500 +1.687/2= 9.333 ft distribution width to (2)(9.333)= 18.667 ft Product Panel Vault Custome Gary Merlin Protect: Bow Lake Transfer Station Bar: S. C. Hiester, P.E. Oldcastle Precast 2009 Loads: slab: (1.25x1.250)(.150)= 0.234 k/ft soil: (1.3x17.000)(0.130)» 2.873 k/ft wheel: (neglect impact) (1.75)(16.000)/(18.687)= 1.500 k/ft lane: 0.057 k/ft riser side wall: (1.25)(1.000x16.333x.150)= 3.083 k/ft cover (1 .26x0.887)(4.000}(1.000)(.160) = 0.600 k/ft riser end wall + cover. (1 .25)(17.000)(4.000)(1.000)(.150)= 12.750 kip reaction from end wall wheel loads Ra: (3.000)(1.333X (2)(6.687) +1.333)) /(2)(8.000» 3.687 (1.500X6.000x (2)(0.687)+8.000)) /(2)(8.000)= 4.126 Ra= 7.792 Page 9 of 31 1.333' 8.000' 0.687' Ia 1. it 1 3.000 k/ft 1 1.500 Wft I I MP I span= 8.000' t IdP Ra 1dP load 1 2 3 4 5 stab wu/ft 0.234 0.234 0.234 0.234 0.234 trib 5.000 5.000 2.000 5.000 5.000 . wu 1.172 1.172 0.469 1.172 1.172 soil wu/ft 2.873 2.873 2.873 2.873 2.873 trib 5.000 1.000 1.000 1.000 5.000 wu 14.365 2.873 2.873 2.873 14.385 wheel wu/ft 7.792 3.000 7.792 trib 1.000 9.000 1.000 wu 7.792 3.000 7.792 B 0.057 0.057 0.057 0.057 0.057 5.000 5.000 5.000 5.000 5.000 0.283 0.283 0.283 0.283 0.283 riser wu/ft 3.083 trib 1.000 wu 3.063 cover wu/ft 0.500 trib 1.000 wu 0.500 113 I 12.750 12.750 1.000 1.000 12.750 _ 12.750 LE 15.820 24.870 10.187 24.870 15.820 Ode Precast' Utility Vault Date: October 12 2009 Product: Panel Vault Customs Gary Merano Project: Bow Lake Transfer Station B . S. C. Hester P.E. Page 10 of 31 Oidcastie Precast 2009 AASHTO LRFD reinforcing requirements wu k/ft R1 u R2u kip kip x ft Mux k-ft 0 4.500 15.820 83.563 7.628 24 in As 13.97 in fy= 60 ksi 5.600 15.500 5.684 50.937 50.937 bw= 24 in As 4.50 1n t' 7 ksi a= 3.979 18.500 ds 13.375 in Mu= 892.024 k-ft R1= 0.7 c/ds= 0.42 ok d's 2 in Mn= 795.041 k-ft 4 0.9 city- 0.379 ok 14 15 In 4Mn= 715.537 k-ft ad range (x) ft wu k/ft R1 u R2u kip kip x ft Mux k-ft 0 4.500 15.820 83.563 7.628 0.760 105.798 4.600 5.500 24.870 18.948 5.921 5.378 558.120 5.600 15.500 10.187 50.937 50.937 , �* EM 692.024 15.500 16.500 24.870 5.921 18.948 15.500 584.681 16.500 21.000 16.820 7.628 63.563 18.500 501.309 totals 146.997 146.997 Mu= 692.024 C P OIidce Precast Utility Vault Date: October 12 2009 p 4.500' 1.000' 'h 'p 16.820 klft 1 24.870 k/ft Shear per AASHTO Page 11 of 31 Produce Panel Vault Customs Gary Merlin Protect Bow Lake Transfer Station B . S. C. Hiester P.E. Oldcastle Precast 2009 10.000' 1.000' 10.187 k/ft I 24.870 k/ft I 15.820 k/ft 4.500' 1 As provided= 13.450 1n a= ( 13.45)(6Q)/(.85)(24.000X7.000)= 5.651 In dv= 13.375- 5.651/2= 10.5494 in - not less than .9(0.000)= 12.0376 in dv= 12.038 In or .72(15.000)= 10.800 in Vc= (.0316)(2)(7.000)'" (24.000X12.038)= 24.1537 kip $Vc (.85)(24.154)= 20.5306 kip 1/24Vc= (.50)(20.531)= 10.2653 kip per AASHTO 5.8.3.4 with is= 2.0, 0= 45 a= 90 Vs= (Av)(fyxdv)/s Av= 0.4 #4 stirrups b= 24.000 in dv= 12.038 .125(7)= 0.875 ksi assume load distrubutes at a 45 deg angle from the edge of the opening to the end wall load range x ft Vux kip b in OW kip Av s in Vs +Vn kip kip vu max s in 0 4.600 1.490 123.43 54.625 93.4672 0.4 8.000 36.1125 124.163 0.188 9.630 0 4.600 4.375 77.78 32.591 65.7594 0.4 8.000 38.1125 88.65 0.269 9.630 4.600 5.500 4.376 78.92 32.591 55.7594 OA 8.000 38.1125 86.455 0.273 9.630 4.500 5.500 5.375 54.05 24.955 42.6944 0.4 8 .000 38.1125 73.390 0.187 9.630 5.500 15.500 6.500 40.75 24.000 41.0813 0 41.061 0.141 9.630 6.600 15.500 14.250 48.20 24.000 41.0613 0 41 .061 0.132 9.630 15.500 16.500 15.600 - 50.94 24.000 41.0613 0.4 8.000 38.1125 71.757 0.176 9.630 15.500 18.500 16.376 - 72.70 30.682 52.4931 0.4 8.000 36.1125 .83.189 0.252 9.830 16.500 21.000 16.376 ..73.83 30.682 62.4931 . 0.4 8.000 36.1125 83.189 0.258 9.630 16.500 21.000 19.260 -119.48 52.716 90.191 0.4 8.000 36.1125 120.887 0.414 9.630 AASHTO LRFD reinforcing requirements b= 12 In As 0.49 In fy= 60 kW c= 0.688 bw= 12 in As' 0.00 in fc 7 ksi a= 0.412 ds 12.5 in Mu= 26.915 k -ft 111= 0.7 c/ds= 0.05 ok d's 0 in Mn= 30.1208 k-ft $ 0.9 c/he 0.039 ok h 15 in 27.1085 k-ft Oldcastle Precast® Utility Vault Date: October 12, 2009 Design transverse slab Case 1:17' -0" soil cover and HL-93 unffrom load span= 8.000 ft slab (1.25x1.250)(.150)= soil (1.3X17.000)(.130)= riser wall (1.25X17.000)(.150)= wheel lane load ksf area total slab 0.234 44.000 10.313 soil 2.873 36.000 103.428 riser wall 3.188 8.000 25.500 wheel 0.175 36.000 6.302 lane 0.057 44.000 2.492 total= 148.034 Product Panel Vault Customs Gary Martino Protect Bow Lake Transfer Station By S. C. HiestekP.E. areas 0.234 ksf (5.500X8.000)= 44.000 ft 2.873 ksf (5.500)(8.000) - (8.000x1.000)= 36.000 ft 3.188 ksf (8.000x1.000)= 8.000 ft 0.175 ksf 36.000 ft 0.05684 ksf 44.000 ft wu ave= 148.034/44.000 3.384 k/ft +Mu= (3.384x8.000)'18 = 28.915 k-ft Vu= (3.364X8.000)12= 13.458 kip Page 12of31 Oldcastle Precast 2009 w/b 12.000 in d= 12.5 In Mu= 28.915 k -ft As= 0.49 In As max= 4.62 in' AASHTO LRFD reinforcing requirements b= 12 in As 0.55 In fy= 60 ks1 c= 0.680 bw= 12 In As' 0.00 In ft= 7 ksi a✓ 0.462 ds 12.8 in Mu= 30.133 k -ft k1= 0.7 (ids= 0.05 ok d's 0 in Mn= 33.7395 k -ft 4 0.9 dhi= 0.044 ok hi 15 in $Mn= 30.3655 k-ft a= dv= dv= Vc= a= dv= dv= C O Oldcastle Precast Utility Vault Date: October 12 2009 Shear per AASHTO 5.8.3.3 (0.49)(60)/(:85X12.000)(7.000)= 12.500-0.412/2= 12.294 In (.0316)(7.000) (12.000X12.294)= Case 2:1T -0" soil cover and wheel loads on cover slab (1.25x1.250)(.150)= soil (1.3)(17.000X.130)= riser wall (1.25)(17.000)(.150) = wheel 3.000/1.000 lane load ksf area total slab soil riser wall wheel lane total= 0.234 2.873 3.188 3.000 0.057 44.000 10.313 36.000 103.428 8.000 25.500 8.000 24.000 44.000 2.492 165.733 Shear per AASHTO 5.8.3.3 (0.55X60)/(.85X12.000)(7.000)-= 12.600-0.459/2= 12.271 in 0.234 ksf 2.873 ksf 3.188 ksf 3.000 ksf 0.05664 ksf Product Panel Vautt Customs Gary Merlin() Protect: Bow Lake Transfer Station By: S. C. Hiester, P.E. 0.412 in 12.294 in - not less than (.9)(12.500)= or .72(15.000)= areas (5.500)(8.000)= (5.500)(8.000)-(8.000)(1.000) = (8.000)(1.000)= wu ave= 165.733/44.000 3.767 k/ft +Mu= (3.767X8.000)18= 30.133 k-ft Vu= (3.767)(8.000)/2 = 15.087 kip w/b= 12.000 in d= 12.5 in Mu= 30.133 k-ft As= 0.55 in 0.459 in 12.271 in • not less than (.9)(12.600)= or .72(15.000)= Page 13 of 31 Oldcastle Precast 2009 11.250 in 10.800 in 24.669 kip 4Vc= (.85)(24.669)= 20.988 kip > 13.458 kip 44.000 ft 38.000 fi 8.000 fl 8.000 fta 44.000 ft As max= 4.62 in 11.250 in 10.800 in Vc= (.0316)(7.000) (12.000)(12.271)= 24.822 kip 4A/c= (.85)(24.622)= 20.928 kip > 15.087 kip bad range x ft Vux kip b in $Vc kip Av 1n s in Vs $Vn kip kip vu max s in 0 21.000 1.338 150.90 34.000 58.8132 0.62 4.000 111.949 151.970 0.400 9.405 0 21.000 3.187 120.78 34.000 68.8132 0.62 4.000 111.949 151.970 0.320 9.405 0 21.000 3.187 120.78 34.000 58.8132 0.62 6.000 74.6326 120.251 0.320 9.405 0 21.000 7.000 57.65 34.000 58.8132 0.62 8.000 55.9744 104.391 0.163 9.405 0 21.000 7.000 67.65 34.000 68.8132 0 58.813 0.153 9.405 0 21.000 14.000 47.65 34.000 58.8132 0 56.813 0.163 9.405 0 21.000 14.000 47.65 34.000 58.8132 0.62 8.000 65.9744 104.391 0.153 9.405 0 21.000 17.833 - 120.78 34.000 68.8132 0.62 8.000 74.6325 120.251 0.320 9.405 0 21.000 17.833 - 120.78 34.000 68.8132 0.62 4.000 111.949 161.970 0.320 9.405 0 21.000 19.682 - 150.90 34.000 66.8132 0.62 4.000 111.949 161.970 0.400 9.405 Moments x AASHTO LRFD reinforcement requirements Reid checks x, ft 10.500 wu, k/ft Mux, k -ft 16.4701 907.913 As, in 18.72 b, in 34 bw, in 34 h,, hi 18 fy, ksl 60 Pc, ksi 7 c, In 5.254 c/ds 0.40 ok Mn, k -ft +Mn 1045.49 940.939 As', 1n 8.32 ds, In 13.063 d's, In 2 61 0.7 4 0.9 a. In 3.678 Or 0.350 ok Moments x AASHTO LRFD reinforcement requirements Reinf checks x, ft 0.750 wu, k/ft Mux, k -ft 16.4701 125.070 As, in 2 .41 b, in 34 bw, in 34 h In 13 fy, ksi 60 Pc, ksl 7 c, in 1.022 olds 0.09 ok Mn, k-ft +Mn 138.968 125.071 As', is 0.00 ds, in 11.875 d's, in 2 P1 0.7 0 0.9 a, In 0.716 c/h 0.079 ok Oldcasible Precast Utility Vault Date: October 12, 2009 Design solid stab w/ round openings T2 Top wu= 8.101/2.5= 3.240 ksf Le 3.000 ft 54" dia opening tributary width b,= 5.083 ft b,,,= 2.833 ft wu= (5.083)(3.240)= . 16.4701 k/ft 20" dia opening tributary width b 7.250 ft b 5.000 ft wu= (2.833)(3.240)= 9.180 k/ft Shear dv= 11.757 Product Panel Vault Custome Merlin Project Bow Lake Transfer Station B • S. C. Hiester P.E. Page 14 of 31 Oldcastle Precast 2009 transverse slab span Openings can be placed antwhere In the transverse slab area .125(7)- 0.875 ksl AASHTO LRFD reinforcing requirements b= 12 In As 1.73 In fY= 60 ksi c= 2.077 bw= 12 In As' 0.00 in? Pc= 7 ksi . a= 1.454 ds 10.125 In Mu= 49.775 k-ft 131= 0.7 c/ds= 0.21 ok d's 0 In Mn= 81.2938 k-ft $ 0.9 c/he 0.173 ok h 12 in 4Mn= 73.1843 k-ft C O Oidcastie Precast Utility Vault Date: October 1;2009 Design Walls Design for 1T -0" soli cover Live load surcharge (LS) & Retaining wall surcharge: find equivalent soil height and convert to lateral pressure depth= total surcharge= (2.000X0.055)+.350= 0.460 ksf Span= 31.683 ft equvalent soil ht= 12.333 ft ksf .678 .995 .460 1 . Shear per AASHTO a= (1.73X60)/(.85X12.000X7.000)= dv= 10.125-1.454/2= dv= 9.398 In Vo= (.0316X2)(7.000) (12.000)(9.398)= t Product Panel Vault Custome Gary Mertino Pro Ject Bow Lake Transfer Station By: S. C. Hester, P.E 2.000 if surcharge: aashto table 3.11.6.4 -2 with wheel Toad adjacent to wall. waft ht 5 10 >20 equivalent soU ht 6 3.5 2 soil pressure surcharge .055 kcf +Mu= (1.35)(0.995)(12.333) /8+ (1.36)(.1283)(0.678)(12.333) /2 +(1.76)(0.460X12.333)°181 = 49.775 k -ft R1 u= (1 .35)(0.995)(12.333) /2+(1.35)(0.678)(12.333) /8+(1.75)(0.480)(12.333)12= R2u= (1.36)(0.995X12.333)12+(1. 35)(0.678)(12.333)/3+0.75)(0.460)(12.333)/2= (1.75)(.460X12.333 /2- 11.333)= - 13.9835 kip .995 ksf '� Oldcastie Precast 2009 1.673 ksf .5 m 1 0 15.129 kip 17.010 kip Page 16 of 31 Ru "d"= (1.35)(.995)(12.33312 -11. 333) +(1.35)((. 678)(12. 333) /8-(. 678) (12.333)(11.333) 1.454 in 9.398 in - not less than (.9)(10.125)= 9.113 in or .72(9.000)= 6.480 In 18.868 kip (Vc= (.85)(18.858)= 16.029 kip > 13.984 kip Reactions loads left right service kip LF factored kip service kip LF factored kip soil (2.210x23.000)12= 26.416 1.300 33.040 (2.210x23.000y2= 25.415 1.300 33.040 covers (3.118y2= 1.559 1.250 1.949 (3.118)/2= 1.569 1.250 1.949 walls 1.850 1250 2.313 1.850 1.250 2.313 wheel (0.100x23.000)/2= 1.150 1.750 2.013 (0.100)(23.000)/2=2 1.150 1.750 2.013 lane (0.032x23.000)12= 0.372 1.750 0.651 (0.032 )/23.000)12= 0.372 1.750 0.651 totals 30.347 39.965 30.347 39.965 Load factor 39.965/30.347= 1.317 39.985130.347= 1.317 Oldcastle Precast Utility Vault Date: October 12, 2009 interior base slabs Case 1: 1T'-0" soil cover, HL-93, vault empty % (1.333)(.150)= 0.200 k/ft w (0.917)(.150)= 0.138 k/ft footing geometry 1 t 7.600 ft t1 7.500 ft d 23.000 ft d1 8.000 ft Loads P, idAs P k-ft P1 30.347 al 1.000 30.347 P2 30.347 a2 22.000 667.623 footing 1 1.500 a3 3.750 5.625 slab 1.100 a4 11.500 12.850 footing 2 1.500 a5 19.250 28.875 P 64.793 PAS 745.120 b= 745.120184.793= 11.500 ft A 15.000 ft 1 971.250 ft c 11.500 ft cl 11.500 ft M= (64.793)(0.000)= 0.000 k-ft Product Panel Vault Custome Gary Merlin Protect: Bow Lake Transfer Station By: S. C. Hiester P.E al • • t c e=11.600- 11.500= 0.000 w1= (64. 793115 .000)+(0.000)(11.500)1971.250)= 4.320 ksf w2= (64. 793115 .000)-{0.000)(11.600)1971.250)= 4.320 ksf it 4 a4 •I a5 Oldcastle Precast 2009 d1 d na a2 P1 a J l b Ptot Page 16 of 31 cl t1 AASHTO LRFD reinfordng requirements b= 12.000 In As 0.08 in fy= 60 ksi 0.072 bw= 12.000 In As' 0 in Pc= 7 ksi a= 0.050 ds 13.000 in Mu= 2.713 k -ft 51= 0.7 c/ds= 0.01 ok d's i• 0.000 in 14.000 In Mn= $M8= 3.89244 k-ft 3.50319 k-ft $ 0.9 Or 0.005 ok C O Oldcastle Precast Utility Vault Date: October 12, 2009 Product Panel Vault Custome Gary Martino Protect; Bow Lake Transfer Station By S. C. Hiester P.E P1 4.320 ksf r 4.320 ksf 4.320 ksf moment range 0.000 1.000 1.000 1.000 7.500 2.867 1.780 7.368 7.500 15.500 15.500 15.500 22.000 16.634 19.500 20.333 22.000 23.000 22.000 reaction P 30.347 50.588 22.760 193.201 30.347 440.025 30.347 444.108 561.411 588.689 30.347 637.277 _ footing 1 0.200 0.100 0.200 0.711 0.308 5.427 0.200 17.625 0.200 17.827 23.625 24.875 0.200 27.376 slab w 0.138 4.400 0.138 4.548 8.800 9.716 .0.138 11.550 water soil w1 w2 -2.16 -15.38 -6.61 - 117.20 480.66 - 385.02 -510.25 - 637.23 -591.24 7.500' E 8.000' • -0.04 -34.58 -50.45 -91.25 footing 2 0.200 0.002 1.600 2.338 0.200 4.226 reaction 30.347 0.000 7. moment -2.060 35.937 18.452 50.834 35.937 -2.060 factored moments -Mu= (1.32)( - 2.060) -2.713 k -ft +Mu= footing area (1.32)(81.427)= 107.238 k +Mu= recess area (1.32)(81.390)= 107.188 k-ft +Mu= (1.32)(16.452)= 21.666 k-ft Oldcastle Precast 2009 600' Page 17 of 31 • Mux ®d Mux ®d 4.320 ksf AASHTO reinforcing requirements reaction P footing 1 slab w water _ , soil w1 w2 b= 12.000 In As 2.13 In hr= 60 ksi 2.553 bw= 12.000 In As' 0 in 7 ksl a= 1.787 ds 14.000 In Mu= 107.238 k-ft DIM 0.7 c/ds= 0.18 ok d's h 0.000 18.000 In In Mn= $Mn= 139.356 k-ft 126.42 k-ft 4, 0.9 c/h, 0.160 ok AASHTO LRFD reinforcing requirements 0.633 - 11.520 b= 12.000 In As 3.10 in hi= 60 ksi cm 3.721 bw= • 12.000 in As' 0 in f 7 ksi a= 2.605 -0.550 ds 11.000 In Mu= 107.188 k -ft p1= 0.7 c/ds= 0.34 ok d's 0.000 In Mn= 150.311 k-ft 4 0.9 dhe 0.268 ok h 14.000 in OMnm 135.28 k-ft _ -0.983 15.500 AASHTO LRFD reinforcing requirements O O O O b= 12.000 In As 0.36 Ins fy= 60 ksi c= 0.417 30.347 bw= 12.000 in As' 0 in f c= 7 ksi a= 0.292 1.100 ds 14.000 In Mu= 21.666 k-ft fill= 0.7 c/ds= 0.03 ok d's 0.000 In Mn= 24.0777 k-ft 4 0.9 cllf 0.030 ok h 14.000 in $Mn= 21.6699 k-ft Shear reaction P footing 1 slab w water _ , soil w1 w2 footing 2 reaction shear 0.000 0.200 1.000 1.000 0.200 . -4.320 -4.120 0.200 0.138 1 A N 30.347 0.633 - 11.520 19.360 30.347 0.700 - 16.118 15.928 30.347 1.500 - 32.397 -0.550 7.500 0.200 0.138 15.500 4.600 30.347 1.500 -0.413 -32.397 -0.983 15.500 0.138 O O O O 22.000 20.333 30.347 �A 5 1.100 -92.397 - 20.876 - 19.360 19.600 30.347 1.100 - 32.397 - 17.278 - 16.928 16.600 30.347 1.100 - 32.397 0.000 0.550 22.000 0.200 23.000 22.000 30.347 1.600 1.100 - 32.397 - 28.077 1.300 30.347 4.120 ®Qdcastle Precast' Utility vault Date: October 12, 2009 Product Panel Vault Customs Gary Merino Project Bow Lake Transfer Station By S. C. Hiester, P.E. d Page 18 of 31 Oidcasfe Precast 2009 u@d Olt ca tle recast® Utility Vault Date: October 12, 2009 factored shear © keyway d= 13.000 in Product Panel Vault Customs Gary Martino Protect Bow Lake Transfer Station By: C. Hester, P.E Vu © d x= 2.667 ft Vu= (1.32x19.360)= 26.498 kip Vu d x= 20.333 ft Vu= (1.32)(19.360)= 25.498 kip Shear per AASHTO 5.8.3.3 Oldcastle Precast 2009 a= ( 0.31)(60)/(.85)(12.000)(7.000)= 0.261 in dv= 13.000-0.261/2= 12.870 in - not less than (.9X13.000)= 11.700 in dv= 12.870 in or .72(12.000)= 8.840 In vu= (25.498)/(.85x12.000)(12.870) = 0.194 —' 10.296 in - maximum stirrup spacing vu= (20.977)/(.85)(12.000)(12.672) = 0.162 10.138 In - maximum stirrup spacing Page 19 of 31 Vc= (.0316)(7.000)" (12.000)(12.870)= 25.824 kip 4Vcy= (.85)(25.824)= 21.950 kip < 25.496 kip Vs= (.20)(60)(sin(45)= 8.485 kip •Vn= (.85X8.485+25.824)= 29.163 kip > 25.496 kip Vu @ next sparing= x= 3.600 Shear per AASHTO 6.8.3.3 a= (3.18)(60)/(.85x12.000)(7.000)= 2.655 In dv= 14.000 - 2.655/2= 12.872 in - not less than (.9X14.000)= 12.600 in dv= 12.872 in or .72(12.000)= 8.640 in Vc= (.0316)(7.000P (12.000)(12.672)= 26.427 kip $Vc= (.85)(25.427 21.813 kip > 20.977 kip Product; Panel Vault Wang le Precast' Customer: Gary Martino Utility Vault Project: Bow Lake Transfer Station By S. C. Hlester, P.E. Oldcastle Precast 2009 , Date: October 12, 2009 Exterior base slab w /sump Case 2: 1T'-0" soil cover, HL-93, vault empty Loads on sotld top section 1 service LF factored total IF son 2.210 1.30 2.873 slab 0.188 1.25 0.234 wheel 0.100 1.75 0.175 lane 0.032 1.75 0.057 total 2.630 3.339 1.32 Loads on top section 1 senvice LF factored total IF son 2.210 1.30 2.873 top 0.108 1.26 0.136 wheel 0.100 1.75 0.175 lane 0.03238 1.75 0.057 total 2.461 3.240 1.32 reaction to end wall, edge beam R= (2.530)(9.917)/2= 12.544 k/ft reaction to end walls R= (12.644)(22.000)2= 137.986 kip reaction from adjacent cover R= (2.451)(22.000) /2= 26.969 kip weight of walls (1.000)(12.000X.150)= 1.800 w1= (6.000)(26.959)/12.000= 13.480 k/ft v✓2= 137.985/14.833= 9.302 k/ft base loading 1 w1 12.644 +1.800= 14.344 k/ft w2= 13.480+9.302 +1.800= 24.682 k/ft w3= 9.302 +1.800= 11.102 k/ft w4= 1.800 k/ft P1= (14.344)(22.000)= 315.669 kip P2= (24.582)(6.000)= 147.491 kip P3= (11.102)(2.833) = 31.457 kip P4= (1.800X1.083)= 1.950 kip (distribution of wan loads I 11.417' 1.083' ,) 2.833' k/ft 1 13.480 k/ft I 9.302 k/ft W1 L1 exterior top Page 20 of 31 M 2.833' � 6.000' 137.985 26.959 k/ft pi. 6.000' 12.000' W2 1.800 k/ft 111.102 k/ftJ 24.582 k/ft j11.102 kfitl 24.682 k/ft L2 L3 .1 y car Al wt= y= 52.517 11.500 ft ft A2= y= -1.883 11.600 ft A3wt=. -4.497 ft y= 11.5 ft A4= ft y= 0.000 0.000 ft ft sum A= 48.137 ft sum Ay= 530.573 ft yb= 11.600 sum A= xb= x-dlr A1= 62.517 in A2= -1.883 ft A3wt= -4.497 ft A4= 0.000 ft x= 5.708 In x= 6.708 ft x= 4.417 ft x= 0.000 ft sum A= 46.137 ft sum Ax= 267289 ft xb= 8.793 ft neutral axes y dir A1= 262.583 ft y 11.500 ft 1= 11675.6 fti A2= -75.33 ft A3= 0.000 y= 11.500 ft r 0.000 1= 401.778 ft I= 0.000 ft ft ft4 sum Aa yb= 187.250 ft sum Ay= 2153.38 ft 11.600 in (na) Iy= 11173.8 ft4 x-dlr Al= x 1= 262.683 ft 5.708 ft 2852.1 ft AN -75.33 ft A3= 0.000 x= 6.708 ft x= 0.000 I= 556.7 ft" I= 0.000 ft ft ft sum A= xb= 187.250 ft sum Ay= 993.562 ft 8.308 in (na) Ix= 2189.8 ft Product: Panel Vault 01 Oi e Precast Customer: Gary MerMo Utility Vault Project: Bow Lake Transfer Station Date: October 12, 2009 By S. C. Hiester, P.E base bearing geometry W1= 11.417 W3= 2.000 12= 7.500 L4= 8.000 W2= 9 .417 1.1= 23.000 L3= 7.500 units are in ft. a base self wt 1 11 Page 21 of 31 Oldcastle Precast 2009 W1 center of loads 1 y dlr Load Arm P1 315.569 11.500 3829.05 P2 147.491 1.000 147.49 P2= 147.491 22.000 3244.81 P3= 31.457 1.000 31.46 P3= 31.457 22.000 692.05 P4= 1.950 1.000 1.96 P5= 1.950 22.000 42.90 base wt 46.137 11.500 530.57 sum 723.502 8320.27 11.5000 e= (8320.271723.502 )-11.500= 0.000 ft 1111= (723.502)(0.000)= 0.0 k-ft x-dir Load Arm P1 316.569 1.000 315.57 P2 147.491 8.417 1241.38 P2= 147.491 8.417 1241.38 P3= 31.457 4.000 125.826 P3= 31.457 4.000 125.828 P4= 1.950 2.042 3.981 P5= 1.950 2.042 3.981 base wt 48.137 5.793 267289 sum 72&502 332524 4.598 e= (332524/723.502)-6.308= 0.710 IAA= (723.502)(0.710)= 513.671 k-ft d c I L6 W3 b 1 W2 9 h e L2 f L3 (P1: P al P soil- footing 1 210.649 18.250 3844.35 0.000 0.000 0.00 soil - footing 2 210.649 2.760 579.29 0.000 0.000 0.00 footing 1 - 14.125 18.260 257.78 slab 1 -1.511 14.042 -21.21 slab 2 -5.668 10.500 -59.49 slab 3 -1.511 8.958 -10.51 footing 2 - 14.125 2.750 -38.84 sum 384.382 4035.80 P1= 192.181 P2: P, al PA soil- footing 1 210.649 2.750 579.29 0.000 0.000 0.00 soil- footing 2 210.649 18.250 3844.35 0.000 0.000 0.00 footing 1 - 14.125 2.780 -38.84 slab 1 - 1.511 6.958 -10.51 slab 2 -8.666 10.500 - 59.4891 stab 3 -1.511 14.042 - 21.2112 footing 2 - 14.126 18.280 - 257.78 sum 384.362 4035.80 P2= 192.181 CI Product Panel Vault ®l s le Pt ecast Customer: Gary Merlin Utility Vault Project: Bow Lake Transfer Station Date: October 12 2009 By: S. C. Hiester, P.E. A pressures y-dir point y A a,h 11.8 fa,h= 0.00 bJ,g 4.000 fbJ.g= 0.00 c,l,f 4.000 fc,I,f= 0.00 d,e 11.500 fd,e= 0.00 A pressures x-dlr point A a,b,c,d,= 8.30602 fa,b,c,d,= 1.24467 IJ= 3.306 fl,J= 0.77551 e,f,g,h= 8.111 fe,f,g,h= - 1.43341 units In ft,ksf P /A= 3.884 kip pressures (ksf) a= b= P d= e= f= 9= h= 1 6.108 5.108 5.108 5.108 2.430 2.430 2.430 2.430 4.839 4.639 5.108 5.108 footing pressures average footing pressures eft 1= ((3.535+2.430)/2= e ft 2= ((3.535+2.430)/2 = fig 1= ((3.535+2.430)/2= l ght 2= ((3.535 +2.430)/2= al a 4 • • 4 to P1 b a4 a6 design for average pressure between inside of wall and edge of panel 5.108 a2 Ptot Page 22 of 31 Oldcastle Precast 2009 2.983 ksf 2.983 ksf 2.983 ksf 2.983 ksf 0 Product Panel Vault O- Utility Vault e Precast' Customer. Gary mean° Project: Bow Lake Transfer Station By S. C. Hiester, P.E Oldcastle Precast 2009 Date. October 1 2009 P1 1 Page 23of31 2.983 ksf 7.500' 2.983 ksf I 8.000' 1 2.983 ksf 7.500' j 2.983 ksf moments ' Oil ' range reaction P footing 1 slab 1 w slab 2 w slab 3 w 1 water soil w1 w2 footing 2 reaction moment 0.000 1.000 1.000 1.883 0.942 -14.04 - 13.102 1.000 7.600 2.667 3.600 4.600 192.18 320.37 480.45 872.83 1.883 6.698 11.535 19.069 -99.89 - 172.03 - 284.38 gatillf 319.98 407.33 ' 7.600 8.417 7.600 8.000 192.18 1249.18 1345.27 1.883 52969 60.031 1.648 0.000 0.206 - 789.94 - 895.26 :4070. . 510.24 8.417 14.583 9.000 9.000 192.18 1537.45 1537.45 74.158 74.158 1.648 1.574 1.574 0.919 0.166 0.156 - 1105.9 - 1105.9 i e^� c ` is , �''; 14.583 15.500 16.500 16.600 192.18 2786.82 2786.82 1.883 185.969 165.969 1.648 11.392 11.392 0.919 226625 22.6825 1.648 0.69235 0.69235 - 2475.1 - 2476.1 _,t:N;;,: 512.21 15.500 22.000 20.333 21.250 22.000 192.18 3716.43 3891.66 4035.80 1.883 234.235 247.188 257.781 1.648 18.693 20.078 21.211 0.919 50.0445 55.2398 59.4891 1.648 7.993 9.378 10.5112 -34932 -3688.4 - 3844.4 -328.02 - 484.31 - 593.33 1.883 21.995 31.134 39.785 227.18 104.01 - 13.102 22.000 23.000 23.000 192.18 4227.98 1.883 271.908 1.648 22.722 0.919 65.1547 1.648 12.0218 - 4055.0 -789.935 1.883 52.969 192.181 192.181 0.0 0 Product Panel Vault O- Utility Vault e Precast' Customer. Gary mean° Project: Bow Lake Transfer Station By S. C. Hiester, P.E Oldcastle Precast 2009 Date. October 1 2009 P1 1 Page 23of31 AASHTO LRFD reinforcing requirements b= 63 in As bw= 63 in As' ds 14 in Mu= d's 0 In Mn= ni 16 In $Mn= 6.3 In2 0 In 319.958 k -ft 359.76 k -ft 323.784 k-ft fy= 60 Pc= 7 91= 0.7 4) 0.9 note if h,>c, bw=b ksi ksi c= a= clds= city= 1.212 0.848 0.09 0.076 ok ok AASHTO LRFD reinforcing requirements b= 83 In As 8.66 1n fy= 60 ksl c= 1.957 bw= 63 in As' 0 in f 7 ksl a= 1.370 ds 14 in Mu= 512.210 k -ft 51= 0.7 c/ds= 0.14 ok d's 0 in Mn= h, 18 In $Mn= 569.879 k -ft 512.891 k-ft $ 0.9 note If h,>c, bw=b dht= 0.122 ok AASHTO LRFD reinforcing requirements b= 83 In As 4.02 in fy= 60 ksi c= 0.920 bw= 63 In As' 0 In Pc= 7 ksi a= 0.644 ds 12.875 in Mu= 227.176 k-ft 51= 0.7 rids= 0.07 ok d's 0 In Mn= IN 16 In $Mn= 252.422 k-ft 227.18 k-ft . 0.9 note If h bvwb clt 0.057 ok Product Panel Vault Olildcastle Precast' Customer. Gary Merlin Utility Vault Protect Bow Lake Transfer Station Date: October 12, 2009 By: 8. C. Hiester P.E. Page 24 of 31 Oldcastle Precast 2009 Oldcastle Precas Utility Vault Date: October 12, 2009 assume at support shear will distribute to per ft value Vu (�d Vu@ Vu Vu Vu Vu ®d x= x= x= x= 2.687 ft 7.500 ft 8.417 ft 14.883 ft 15.600 20.333 ft Vu= Vu= Vu= Vu= Vu= Vu= Product: Panel Vault Customer: Gary Merlin Protect: Bow Lake Transfer Station B S. C. Hester, P.E. (1.32x122.297)= (1.32x- 4.343)= (1.32X-2.833)= (1.32)(2.833)= (1.32X4.343)= (1.32x - 122.297)= 181.888 -6.742 3.748 3.745 5.742 - 161.89 kip kip kip kip kip Page 25 of 31 Oklcastie Precast 2009 edge of footing edge of sump edge of sump edge of footing reaction P footing 1 slab 1 w slab 2 slab 3 water soU wl w2 tooting 2 reaction shear 0.000 1.883 1.000 1.000 1.883 - 28.087 - 26.203 1.000 1.883 7.500 2.667 192.181 5.023 - 74.907 122.297 7.600 192.181 14.12t - 210.65 -4.343 7.600 192.181 14.12E - 210.65 -4.343 7.600 1.883 8.417 7.800 192.181 14.126 0.000 -210.65 -4.343 8.417 192.181 14.125 1.510 210.65 -2.833 8 .417 192.181 14.125 1.510 -210.65 -2.833 8.417 1.648 0.919 14.583 8 .417 192.181 14.125 1.511 0.000 - 210.65 -2.833 11.500 192.181 14.125 1.511 2.833 - 210.65 0.000 14.683 192.181 14.125 1.511 5.665 - 210.65 2.833 14.583 1.648 cq . v 15.500 14.683 192.181 14.125 1.511 0.000 - 210.65 15.500 192.181 14.125 1.511 1.511 - 210.65 15.600 192.181 14.126 1.511 1.611 - 210.65 15.500 1.648 1.883 22.000 18.600 192.181 14.125 1.511 6.686 1.511 - 210.65 0.00 0.000 4.343 15.500 192.181 14.126 1.511 5.666 1.511 - 210.65 0.00 0.000 4.343 20.333 192.181 14.125 1.511 6.686 1.511 -210.65 - 135.74 9.102 - 122.30 22.000 192.181 1.883 23.000 192.181 22.000 192.181 14.125 1.611 5.668 1.511 -210.65 - 182.56 12.242 192.181 26.203 Oldcastle Precas Utility Vault Date: October 12, 2009 assume at support shear will distribute to per ft value Vu (�d Vu@ Vu Vu Vu Vu ®d x= x= x= x= 2.687 ft 7.500 ft 8.417 ft 14.883 ft 15.600 20.333 ft Vu= Vu= Vu= Vu= Vu= Vu= Product: Panel Vault Customer: Gary Merlin Protect: Bow Lake Transfer Station B S. C. Hester, P.E. (1.32x122.297)= (1.32x- 4.343)= (1.32X-2.833)= (1.32)(2.833)= (1.32X4.343)= (1.32x - 122.297)= 181.888 -6.742 3.748 3.745 5.742 - 161.89 kip kip kip kip kip Page 25 of 31 Oklcastie Precast 2009 edge of footing edge of sump edge of sump edge of footing Product: Panel Vault 0 Oldcastle Precast° Customer Gary Merlin Utility Vault Protect: Bow Lake Transfer Station Date: October 1Z 2009 By: S. C. Hiester, P.E Shear per AASHTO 5.8.3.3 a= (1.89x60)/(.85x113.000)(7.000)= 0.169 in dv= 12.876-0.169/2= 12.791 In - not less than (.9)(12.875)= 11.688 In dv= 12.791 in or .72(14.000) 10.080 in vu= ( 161.888)/(.85x113.000)(12.791) = 0.132 —+ 10.233 in - maximum stirrup spacing Vc= (.0316)(7.000) (113.000)(12.791)= 241.678 kip (.85)(241.678p 205.427 kip > 161.688 kip Shear per AASHTO 5.8.3.3 Page 28of31 Oldcastle Precast 2009 a= (1.89)(80)1(.85x63.000)(7.000) 0.303 in dv= 12.000-0.303/2= 11.849 In - not less than (.9)(12.000)= 10.800 in dv= 11.849 in or .72(14.000)= 10.080 in vu= ( -3.746)/(.85)(63.000)(11.849) -0.006 ' 9.479 in - maximum stirrup spacing V (.0316)(7.000)' (63.000)(11.849)= 124.818 kip +Vc= (.85)(124.818) 106.098 kip > -3.746 kip base loading Product Panel Vault ®Ildcastle Precast' Customer: Gary OAerlino Utility Vault ProJect Bow Lake Transfer Station B': S. C. Hiester P.E Date: October 12 2009 Exterior base slab w/sump Case 2: 1T -0" soil cover, HL-93, Internal water Loads on solid top section 1 service LF factored total LF soil 2.210 1.30 2.873 stab 0.188 1.26 0.234 wheel 0.100 1.76 0.176 lane 0.032 1.76 0.057 total 2.630 3.339 1.32 Loads on T top section 1 service LF factored total LF soil 2.210 1.30 2.873 top 0.108 1.26 0.136 wheel 0.100 1.75 0.176 lane 0.03236 1.75 0.057 total 2.461 3.240 1.32 reaction to end wall, edge beam R= (2.530)(9.917y2= 12.644 k/ft reaction to end walls R= (12.544x22.000) /2= 137.985 kip reaction from adjacent cover R= (2 /2= 28.959 kip weight of walls (1.000x12.000x.150)= 1.800 k/ft w1= (8.000)(26.959) /12.000= w2= 137.985/14.833= 1 P1= (14.344X22.000)= 315.569 kip P2= (24.582X6.000)= 147.491 kip P3= (11.102X2.833)= 31.457 kip ,P4= (1.800X1.083)= 1.960 kip 13.480 k/ft 9.302 k/ft w1 12.544 +1.800= 14.344 k/ft w2= 13.480+9.302 +1.800= 24.582 k/ft w3= 9.302 +1.800= 11.102 k/ft w4= 1.800 k/ft 22.000' exterior top 2.833' Page 27 of 31 Oldcastie Precast 2009 sum edge beam ■ 6.000' /distribution of wail loads 1 137.985 26.959 k/ft L 1.083' 11 11.417' 2.833' 6.000' 12.000' 13.480 k/ft 9.302 k/ft W1 111.102 k/ftI 24.582 k/ft W2 1.800 klft 111.102 k/itl 24.582 k/ft I2 L3 y dir A1= 262.683 ft A2= -75.33 ft A3= 0.000 ft y 11.500 ft y= 11.500 ft y= 0.000 8 1= 11575.5 ft° 1= 401.778 ft° 1= 0.000 ft' sum A= 187.260 ft sum Ay= 2163.38 ft ft yb= 11.600 in (na) Iy= 11173.8 ft ft x-dir 11.500 ft y= 11.6 ft A1= 282.583 ft A2= -75.33 ft A3= 0.000 ft x 6.708 ft x= 6.708 ft x= 0.000 ft 1= 2852.1 ft4 1= 556.7 ft 1= 0.000 ft° sum A= 187.250 ft sum Ay= 993.552 ft xb= 6.308 In (na) ix= 2189.8 ff y dlr Al wt= 62.517 fi A2= -1.883 ft A3wt= -4.497 ft M= 0.000 ft Y= 11.500 ft y= 11.500 ft y= 11.6 ft y= 0.000 ft sum A= 48.137 ft' sum Ay= 530.673 fi yb= 11.600 x-dlr A1= 62.617 in A2= -1.883 ft2 A3wt= -4.497 ft A4= 0.000 ft x= 5.708 In x= 6.708 ft x= 4.417 ft x= 0.000 ft sum A= 48.137 ft sum Ax= 267.289 ft2 xb= 6293 ft Product Panel Vault OIelcastle Precast` customer: Gary Martino Utility Vault Protect: Bow Lake Transfer Station Date: October 12, 2009 By: S. C. Hlester base bearing geometry W1= 11.417 W3= 2.000 12= 7.600 14= 8.000 W2= 9.417 L1= 23.000 L3= 7.500 units are in ft neutral axes 1.1 W1 center of loads Y dtr Load Arm P1 315.569 11.500 3629.05 P2 147.491 1.000 147.49 P2= 147.491 22.000 3244.81 P3= 31.457 1.000 31.46 P3= 31.457 22.000 692.05 P4= 1.950 1.000 1.95 P6= 1.950 22.000 42.90 base wt 48.137 11.500 530.67 water 117.524 11.500 1351.53 sum 841.028 9871.79 11.6000 e= (9871.79/841.026 )-11.500= 0.000 ft M= (841.028(0.000)= 0.0 k-ft x-dir Load Arm P1 315.569 1.000 315.57 P2 147.491 8.417 1241.38 P2= 147.491 8.417 1241.38 P3= 31.457 4.000 126.826 P3= 31.467 4.000 125.828 P4= 1.950 2.042 3.981 P5= 1.950 2.042 3.981 base wt 46.137 5.793 267289 water 117.624 6.458 769.009 sum 841.026 4084.25 4.858 (4084.251841.026)-5.306= 0.460 M= (841.026X0.450)= 378.247 k-ft Page 28 of 31 Oldcastle Precast 2009 d c 1 L6 W3 b L4 W2 a 9 h e 12 L3 0 d Product Panel Vault 0101Cli Stiel Cast c u st omer: Gary Merlin Utility Vault Project Bow Lake Transfer Station By S. C. Hester, P.E. Date: October 12, 2009 A pressures y-dir yoint y A a,h 11.5 fa,h= 0.00 bJ,g 4.000 . fb,J,g= 0.00 c,l,f 4.000 fc,l,f= 0.00 d,e 11.500 fd,e= 0.00 A pressures x-df point A a,b,c,d,= 5.30602 fa,b,c,d,= 0.91652 IJ= 3.306 fiJ= 0.57106 e,f,g,h= 6.111 fe,f,g,h= - 1.05551 units in ft,ksf PIA= 4.491 kip pressures (ksf) a= d= e= f= 0= h= 5.408 5.408 5.408 5.408 3.436 3.438 3.436 3.436 5.063 5.083 5.408 5.408 The weight of water will reduce moments and shears 5.408 Page 29 of 31 Oldcastle Precast 2009 design for average pressure between inside of wall and edge of panel 5.408 d 5.083 4.249 B C O Oldcastle Precast Utility Vault Date: October 12, 2009 Panel vault wall connection Pu due to wall reaction Pu = (17.010)(5.333) = 90.720 kip Concrete bearing e=1.063" Fb= ( .65)(.85)(3.000)(12.000) (7000)= 139.23 kip > 90.720 kip Tension on base plate due to eccentricity Tu= (90.720)(1.063) /4.250= 22.680 kip HAS tension strength $Nsa= (.75)(2)(0.31)(60.00)= 27.900 kip > 22.880 kip Concrete breakout strength •cop ANANco 90.720 kip 8. Product: Panel Vault Customer: Gary Merino Protect Bow Lake Transfer Station B : S. C. Hlester P.E. Oldcastle Precast 2009 " 12.000" 4.000" 3.00"x12.00"x w/ 2 -1!2' x 4.00" HSA 3.00" x 12.00" x 3/8" pi 6.00" x 14.00" x 3/8" pi w13 - 5/8" x 4.00" HSA 3- #8x1.50' h 4.000+0.375-0.313 -.125= 3.937 in t, 0.3125 in Anon= 9(3.937) 139.50 in A ((2)(5.906))(2)(5.906)+4.000)= 188.74 in 1.5h4 5.9055 in Nb= 24f'c (24)(7000) (3.937) 14 = 15.888 kip l i m e 1.00 Y'ed,N= 1.00 'F 1.25 Pcp.N= 1.00 N (188.74H39. 50x1 .00)(1.0(1.25x1.00)(15.886) = 26.248 kip > 22.680 kip weld detail 5118 275 5116 ' 2.75 4.250" Page 30 of 31 .250" 1 C C O Oldcastle Precast* Utility Vault Date: October 12 2009 Product Panel Vault Customer: Gary Merlin Project: Bow Lake Transfer Station B : S. C. Hester P.E Page 31 of 31 Oldcastle Precast 2009 Compression bars (Re (.65)(3)(0.79)(60) = 92.430 kip > 90.720 kip Welds Pu/in= 90.7201(12.000+(2(2.750))) = 5.184 kfin Mu/S.,„i (90.720)(1.063) /24.521= 3.9309 k/in S 11Bi ( (2)(2.750)(12.000)+(2.750)1/3= 24.521 in F= ((5.184) 1j2 8.5058 kipM Fweld (.75)(.8)(70)(5/18)/(2) 8.981 kip/in >13.508 kip/n ZACH GAUL 9125 10TH AVE S SEATTLE WA 98108 RE: Permit No. D09 -235 18800 ORILLIA RD S TUKW Dear Permit Holder: City of T 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 07/04/2010. 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. -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 07/04/2010, 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, Bill Rambo Permit Technician File: Permit File No D09 -235 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431® -3665 ACTIVITY NUMBER: D09 -235 DATE: 11 -04 -09 PROJECT NAME: BOW LAKE - WASTEWATER VAULT SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Issued DEPARTMENTS: n � "B�u Jision Dm 0 9 Public Works Complete Notation: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP A-tit ,vA- Fire Preve tion Structural Incomplete APPROVALS OR CORRECTIONS: Approved [1 Approved with Conditions 11-6-69 AT I anning Division Permit Coordinator DUE DATE: 11-05-09 Not Applicable Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 12-03-09 REVIEWER'S INITIALS: DATE: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JCMULUJ912DBJOINT JCM U -LINK VENTURE CONSTRUCTION CONTRACTOR GENERAL UNUSED 3/2/2009 3/2/2011 ACTIVE TAISEC*951P8 TAISEI CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 10/28/200510/28 /2011 ACTIVE JAYDECI075Q2 JAY DEE CONTRACTORS INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 11/22/1993 10/6/2010 ACTIVE ANMAR * *157N2 ANMARCO CONSTRUCTION CONTRACTOR GENERAL UNUSED 8/22/1985 1/24/2010 ACTIVE FRANKCC340L7 FRANK COLUCCIO CONST CO CONSTRUCTION CONTRACTOR GENERAL UNUSED 6/27/1966 7/2/2010 ACTIVE MERLIGM330KA MERLINO, GARY M. CONSTRUCTION CONTRACTOR GENERAL UNUSED 5/1/1967 8/22/1985 ARCHIVED RAINIVC974L3 RAINIER VALLEY CONSTRUCTRS LLC CONSTRUCTION CONTRACTOR GENERAL UNUSED 7/21/2003 7/21/2005 EXPIRED TYDICI "077DR TYDICO INC CONSTRUCTION CONTRACTOR GENERAL UNUSED 3/19/1993 3/15/2005 EXPIRED Name Rote Effective Date Expiration Date MERLINO, GARY 01/01/1980 WESTEREN, ANITA 01/01/1980 MERLINO, DONALD 01/01/1980 Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name GARY MERLINO CONST CO UBI No. 600584952 INC Phone 2067629125 Status ACTIVE Address 9125 10TH AVE 5 License No. GARYMCC150MW Suite /Apt. License Type CONSTRUCTION CONTRACTOR City SEATTLE Effective Date 7/16/1985 State WA Expiration 2/14/2011 Date Zip 98108 Suspend Date County KING Specialty 1 GENERAL Business Type Corporation Specialty 2 UNUSED Parent Company Other Associated Licenses Business Owner Information Page 1 of 3 https: // fortress .wa.gov /lni/bbip /Detail.aspx 11/24/2009 16 HOLE FOR 12 '!b PIPE (2) PLACES x 0 Ve)rauto et ors4",tiel Icor veet (144, d ' t ;sit off` S f1OPOS4 a St.e 0064 7 . tow) RECEIVED NOV 0 4 2009 PERMIT CENTER shEirr 1or TOP T2' BASE 'B2' : ' 0 Li/ a 0 w J ir 0 c a t ADDED CMLLOUTS TO SECTION AA ®f WELD CONNECTION (73) PLACES SEE DETAIL, SHEET 2 54 "0 x 2' MAN HOLE SECTION REVISol! 7" a 66 -r0" OVERALL - WALLS �.• •A�l TYI•1 t•r[rN! /. N�JJ ! !r^. Y NJ 'Xllr J/NN HrN! OVERH ANA r 11,0 ►,.: - - -- - - ., .�._._.�._ . . 64' -4 INSIDE CLEAR WALLS ,-rq • TOP 'Ti' BASE 'B1' 3'--0" SIDE WALL 36 "0 FRAME & COVER (2) PLACES TOP /BASE SEAM (SEE DETAIL) -w WELD CONNECTION (71) PLACES SEE DETAIL, SHEET 2 l DATC \VELD PLATES 54 ACCESS (2) PLACES 54"0 FLAT TOP (2) PLACES SIDE WALL '- SIDE WALL 'S4' '93' CC 67' -2" OVERALL +-•: . - • - �. [ .J ..,•4'Y ..w %AS,* vJJ.N.J ..1.....r w.�.Yr. 6 ►_ BLOCK411T SIDE WALL ` PLAN VIEW SECTION AA IMS ucttuf.w :S 71n PAcPLRrY c a1OCr4IE PREChsr, L C. If 7S s'JGtFa11E0 MR KIERCN I PI:R?OSCS A1;0 Stte.y. 1:01 tae USW IN ANA' ,TAY Ir1.URI01fl5 'U )I4; .IItQK$15 C SAD CCM'A•NY. COPY10011 'b 71309 Inca:41r Pivots. Int. All RS9htL Rewired SIDE WALE. /1 )s' TOP 'T2' BASE 'B2' SIDE WALL ' 6' x 12' COVER SLAB SPECIAL RISER (4) PLCS WALL CONNECTION SEE DETAIL, SHEET 2 SALES TR ors oNI:k CC OiECKED TOP 'T2' SASE 'B2' SIDE WALL ' ,GATE; 9/W/2009 Mc HD SIDE 3' -0H TOP 'T ' BASE '4' cf I I WALL 2 ' - 1'--O" SMALL bo 235 7 ,} OVERHANG 16"0 HOLE FOR 12"0 PIPE (2) PLACES ----- END WALL 54 "' x 6" MAN HO1,E SECTION 54"0 MAN HOLE SECTIONS (6) PLACES 644 SUMP [UTILITY VAULT . Muaruties and e Sow 534 M,lx YEA 98071 -0398 Oldcastle Precast. ° It1 . Pit 840-992 -1538 8 Fax: 253- 735.42M Aubvrn. m; / li;ten+xe. 0$ / CacnGtr. Ai / POTCA104 / li vrm 'c / romi.r0 / Sr+ O:eyn /;tow% CA STRUCTURAL NOTES 1, CONCRETE 2 REBAR: 3. MESH: 4. DESIGN: 5. LOADS: GENERAL NOTES 1. CUSTOMER TO: VERIFY ALL VAULT FEATURES SUPPLY CRANE TO OFF -LOAD AND SET PANELS SUPPLY PERSONNEL AND TOOLS NEEDED FOR INSTALLATION INSTALL GASKET AT TOP, BOTTOM AND BETWEEN ALL WALLS GROUT ALL SEAMS & BOLT POCKETS PRIOR TO BACKFILUNG (GROUT TO BE NON- SHRINK, 3000psi MINIMUM BEFORE BACKFILLING) SUPPLY, INSTALL & GROUT-IN ALL PIPING & SAMPLING TEES INSTALL SLOPED FLOOR 2. UTILITY VAULT TO: PROVIDE PRECAST PANELS, CONSEAL GASKET & WALL CONNECTION HARDWARE 3. TOP SECTION NOT REMOVABLE AFTER VAULT IS BACKFILLED PIECE DETAILS (4) 36" FRAME & COVER: (2) 54" RAT TOP; (1) 54" x 1' MH SECTION: (1) 54" x 2' MH SECTION: (6) 54" x 5' MH SECTION: (1) 8' x 12' COVER SLAB: (4) SPECIAL RISER: ( TOPS. (2) END WALLS: (8) SIDE WALLS: ( BASES: (1) 644 SUMP: (44) PIECES TOTAL (4) 600 Ibs (2) 1,375 Ibs (1) 1,025 lbs. (1) 2,050 Ibs (6) 5,175 Ibs (1) 9,600 lbs (4) 23,400 Ibs (1) 'T1' 45,285 Ibs (1) 'T3' 31,640 lbs (1) 'E1' 39,420 Ibs (2) 'Sr 29,420 Ibs (2) '53' 29,410 Ibs (1) '81' 51,700 Ibs (1) 'B3' 41,060 Ibs (1) 2,480 Iba anfnee with design con►ts and com- pliance With Contract Dominants Ades. not require reams features solely dated to conl- E$tniction �or all dl ensio �ls, quantities -aid other data, CONTRACTOR should riot rely on ENGINEERts. apinDval as a viefification or cheer of all such Items in the - submittal or of satisfactory and safe instaliation anti construction. CONTRACTOR should a. 28 DAY COMPRESSIVE STRENGTH f'c = 7000 psi ASTM A -615 GRADE 60 ASTM A -165 GRADE 65 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS -2004, 2005 INTERIM REVISIONS AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS- 2004, 2005 INTERIM REVISIONS HL-93 WHEEL LOAD P =16 kip IMPACT (DYNAMIC LOAD ALLOWANCE) PER AASHTO 3.6.6.2 55 pcf E.F.P. LATERAL SOIL PRESSURE 350 psf WALL SURCHARGE TOP OF VAULT 17'-0" BELOW FINISHED GRADE (MAXIMUM) WATERTABLE BELOW BASE OF VAULT 5500 psf ALLOWABLE SOIL BEARING PRESSURE (4.) 'T2 26,530 Ibs (1) 'T4' 45,300 Ibs (2) 'E2' 39,420 Ibs (2) 'S2' 29,440 Ibs (2) '94' 29,420 Ibs (4) 'B2' 35,000 Ibs (I) '84' 46,790 Ibs c roMER (INSIDE) MERLIN° OF OM MAWR REVIEWED FOR CODE COMPLIANCE A Fl fi%Y I NOV 18 2009 1 City of Tukwila BUILDING DIVISION I EXPIRES: wpm HOLDING TANK PANEL VAULT: 64' -0 "L x 2.0' -0'W x 12' -0 "W - BOW LANE "TRANS ST N - -�°-� - .- --_ - -. O1O— S O88138-OO1 05/15/10 (04'. 41#0 .1 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. A PLANNING APPROVED No changes' w be - to th plans without approval from the Planning Division of DCD Approved By:, M 1 ll► Dater 1►— i•O FILE COPY Permit No. 9 23 5 11. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Rel Copy and►' , '1 ons is acknowledged: C/ 009 City Of 1%ikwila BUILDING DIVISION ( Vti/bq PLACE WALL IN CENTER OF KEYWAY VAULT AS UPDATE A Lo'` DET L off"! or' C 0 t fit££ #EC E; M CZ ton a* i yy ST , � i � , � { 'S CC, 'ANf �! t4`f/ ' a foC, PO Oolt $55 ' Autvat.. 11• 05-59Z-1535 fox 253435..4 ; d agr.44t, i 1 deas it WASTEWATER HOLDING A IN TALLATiON DETAILS COW LAI ,K. STATION 1"0 CGS '`iI1 READ IN ... GALVANIZ D CONNECTION BOX " COIL-THREAD ROD GALVANIZED ED PLATE WASHER 'OFFSET HOLE 1"0 PLATED HEX NUT '' -.. C'I 'OETA ., . , G ' Iii `ION AI ` t p C ( I 1 F � k A(. GASK I Ai~ID DOLT C NAC O S NO/ 91 UCTURk E KEYWAY CONSEAL GASKET LOCAH ,VAULT WALL LOCATION '*owie DESCRIPT1O -. l 1G- " Plot S AY G A. NSEAL GASKET LOCATIONS VAULT WALL LOCATION DA JOINT AT .,SPLICE 1 O RI.AP) URI<E' RING CLU1` 1 URi i LIF ' .ANCHOR PRECAST PANEL ORAN OOK RECEIVED Nov 0 4 200g PERM I ebN 1 L REVIEWED FOR CODE COMPLIANCE A `''k @YE Nov 18 2009 City of Tukwila BUILDING DIVISION D PLi AN° BILL OF MA ALS •ij opcuvrt4 TH*" nit PCjPY Of PRitt41% $1: 6."'WafAllt1) •Cit P4P0$CeitY.411)%1141,44010.-4,1n0 '111 wkr ewroout T O gnERES1S ' Or• : .Ita0 '..C.O`fiVAII MO PJ&Q 5 . .i?ht UTILITY VAULT' PO 134,1x ota Ica^ wA teon-on OldcastieprecastJim, a•92-1548 C4• 5-M-42171 et, Ak trzlcoot, / Cht PitpwittA 4:4vd&ctft F4e4.46 Otrict I itoc,004; CA ' 41°{T 5 25 I bs WASTEWATER IOLDINC T ANK * TOP: LAYOUT DETAILS W LAKE TRANSFER STATION TUKWILA, WA cvsloyril GARY MERLIN° DRoaNG :••.••••; • • KEYWAY (SE DETAIL) Y T ( 0 A UREr)) KEYWAY (SEE DETAIL) END ENDS OF T KEYWAY KEY (SEE CIETAIL) Uv NAME PIAIE • . TOP F'ACE C) . !'55!•!°•,!•.i.•0 PRODUCTION QUANTITY (1) *T1' TOPS SHOP NOTES () FM DIAGONAL DISTAKE: CONCRETE FINISH: BROOM FINISH VIITH MACH/NED EDGES TRANSPORT METHOD TO YAR ..*■•■■■44■4 IPTION. ijj . Rebar ON KEYWAY (SEE DETAIL) • DETA LA T B ED OP FACE DETkeOL ;..2.•,•'..• • ..1Wrt tom M.■ x 3" RECESS — FOR CASKET DETA PART 0 cu—yd bar Re bor 4..13 1.0 ancrete Mix — 4 X 40 G O ebar 11 X 40 6 X 4 R 0 5.813 bar Reber 7 x 4 6 4.00 bcr fiebor 118 X 40' GI16 BILL OF ATERIAL DESCRIPTION Anchor 8—Ton Spread Weldp type 1 (t)10-5088138-101 St ForrnIng Charge a see cut 140 10.80 co—yd Pend Vault Rabat' Spocers 010-5100 010-23005 0 ....nizawre... mot. • • 010-5010000-000 010-551 0 0— 0 —000 0-5510100-000 010-570030-000 0i6-9300070- 0 ITEM 0 010-5510050•000 . • ,.i Ju •• ter s%■ REVIEWED FOR CODE COMPLIANCE (WEI, NOV 1 8 2009 L City ofTukwila BUILDING DIVISION RECEIVED NOV 0 4 2009 PERMIT CENTER EXPIRES: 06/i 5/10 0$1-0235 ( TO ful SHEEN' P A tort rot ROOM , p . 5x0.4..: xib1 et Into 0 a 1 74 lilltitESIS 01* . 54 coy woo P Pic LITILITY hbutil, WA V471 -#mod ' 12—ti dot: 251-71 -4 C c casl1c pr t:in : ASTEWATER HOLDING TAN ®n' TOP R .6N.F R ING. DETAILS 1"d R TA NN KVALA, REINF R 1 : 1 'M ROb ear R 4 Rebor irrN.earrm:. `.drak�„»ni.t .tawld+.he.wbt.vmt�t.ir M3hu'n✓'Wr�trwtxN:.?t> .rvw+'vas.tw:a..a�tiw'. 4 14 rrowr,3n .. yMp+yytMx^ Pfi+w�ubra�MMV4reaMwnNbn + +P :.. ls++#t+auVl�Hok* 4,Ma+k'itit5n4vima PAM :._: . 4 C1! TR 9C SIR ti e ST 7 Rebo ,F —s »�. :.. de Rlde�Aa'!MdtellYknhR ... mxYYa -,Y f . "' •. P1 fib QTR 4 eba Pt I 4 Rr 11 ST R` R1 bar SIR 1 Ru S SIR C(C REVIEWED FOR COMPLIANCE APPR ST P TA NOV 1 S 2009 Cod of Tukwila { RIDING DIVIRI I � GARY HERDING JWU (X t s�. rOr USED ®eG (axe E..eccaLc: . Val . 71 -[35 .1116 Fon Z54-70-4 k :c l t P WASTEWATER HOLDING TANK } 7 ' TOP: LAYOUT DETAILS ' LADE TRANSFER STATIC. T 1 ilLA WA GROUT Y AY' (SEE DETAIL ) SHOP `E T : II )D TO YA r: RAT KO M 4 DO qv% 23 5 DECK FACE. DESCRIPTtO . A 3C ho r Tort Spro ._. to type 2 (1 -S �n r t i Rabat X 'Q' GF O R R: b b o or r 0, X : 6 IS Reba t 1 1 O Q- 010-57 REVIEWED FOR CODE COMPLIANCE OV 18 2009 City of Tukwila BUILDING DIVIm i RECEIV NoV o 4 2009 ED PERMIT CENTER - E1004:-A 't2 ItQAPKICRIREINMEMSFCEIRNST°AETITAIONLS KW1LA. WA CHANGES TO or TO 'TIC NIEPIV. ' '. 0 . lat S1011 LO ER 110 UPPER SE Ti R3 DETAIL R4 IDETA REINFORCING CUT LIST t T DE SC TION IN SHAPE T ` X09° x,3.5 REVIEWED FOR CODE COMPLIANCE APP VED NOV 18 2009 City of Tukwila BUILDING DIVISION RECEIVED NOV, 04 2.009 PERMIT CENTER PRA DUNNAGE.': VE PriECAST. ,, t rS E :W c REFCRO4Ct RA SES CM "Ic tl , M)1 Dr USED «4 MY tJaiOi$ ;#11 k :s1$ Or 410 COV.PtVa. 'a'1hv;Hl ; 200 CXdtm.tlec PvttQl , t 49111; ..................... SHOP NOTES �. FORM DIAGONAL AL I TANC FiNi : Room D ISH 'MTH MACHINED EWES . 'TRANSPORT METH METHCO TO Y AT TO b4 FACE ea A Spread �t Idplo 0 LL() F AE i. oo ootf11I AT'ATP HOLDING TANK TS TOP: LAYOUT DETAILS S OW LAKE A SEER . STATION � WILA,'l UTILITY VAULT BOlt MUM. r.A, 114566 P.. X15 fed *#vw;*. ' 1 #� CAS . ' : / C' REVIEWED FOR CODE COMPLIANCE NOV 18 2009 XPfJ ES: 0 ISO HA TO TI IS H E R TION U PE TIN r TE p'W, c yl:k s fra {y, PO 1 7#h WO-02 P+4 3- 7,x-4 oti f f,.� VA A HOLDING TA K 'T3 TOP, REINFORCING DETAILS P 1 LAKE TRANSFER STATION / r; r. • iJ LAS WA , OAR nEviEWED FOR CODE COMPLIANCE NOV 18 2009 'JP 1 TED L UTILITY ryry ° p 450046a-11530 � `oa; :2.5 -7 .5. y # p 2011 . WA S T E W ATER HI T 'T4` TOP: LAYOUT DETAILS BOW LAKE TRANSFER STATION ' UOILA, boq ;zb3g PRODUCTION AN .......... ......... . T SHOP NOTE a FORM : i IA 41 A ST CONCRETE FINISH: BROOM FINIS WITH MD CS TRANSPORT METHOD TO YARD: FLAT E " RECESS FOR CASKET Reba : 11 f S 4 . au PO ('J VouIt R &: p(J r e1 Form 003 10-5510050-00 1 —5510 0 01 0 M 5510090 "'* 551010 0 57 6 .. {11 -B 0 --090 1 70 -000 REVIEWED FOR DE COMPLIANCE MPH ViP_D NOV 18 2999 ty of Tukwila BUILDING Drtilor RECEIVED NOV 0 4 2009 PERMIT CENTER EXPIRE$ . 0 I•IA E ES r TF L. h PAC 1a 7 PCS PLAN VIEVV RCI AS POURED) M MAC" 1 PO tom: WA VE071- Nett • fl- t36. roe 263-74 4"dga' trvc. ./ ASEWATER HOLDING TA ' T4' TOP} REINFORCING DETAIL OW LAKE ' `TRANSFER STATION TUKWILA, WA I N CUT S .wx � ,✓ �. ° a y y �+ao; T PAR C.TY DE S RIPTI6 4 1 Rebor Si Rr 4 Rob Mwef^^ k+pww (° R4A 4 Rt• QTR R5 Rear STR 1 7 Reber y 7 ` b 7 Reber STR #f ` 4 Rebcr REVIEWED FOR CODE COMPLIANCE AP `'OBE NOV 18 2109 Reb Oftevio FORM ..DIAGONAL DI 't CONCRETE FINISH; FLAT FI.DAT . 1 1 WITH I MA I-II ED EDGES TRANSPORT METHOD TO YARD rLA B O I t Ai•E l; t' t. "PLA aS HA 0 A lOr -Tors PI t An () T Ga on Insert Str op t "f ellct' ti ) 7 —,yd car r IIIt Re ber X 40 o Ier X 1' I\ 7fl r Re o Guyed Monet Vault Re R BARS ROI 6 T 0 l�S ' � SE1 YllfGtit : r a BE ctfx , DES Box W-692-1538 F(rc . 7 4 7 A STEWATER HOLDING TANK e� { �4 +'�.'�✓ W LAKE •'R;ANSFER SIATl( `W, 4"A D. AI ARY MERLINO FAIR: r ON WA 13r CHAIR BOTTOM FACE SHOP NOTES. FACE ACE DETAI L : ORCING SHOWN AS POURED) OP MA cncv ® _ COMP iANCE P NOV 18 [uuJ City of Tukwila BUILDING DiviRrim RECEIVED NOV 0 4 2009 PERMIT CENTER IJPAT L 0 D tErc 04. OAT UTILITY VAULT"' A*, WA twrii-om z- 1s30; 43-73$.4201 b4201 ASTEWATER HO IN TANK EN WALL: LAYOUT SIN CIS K kA A K , E vi r A.NSFER STATi) U0P NOTES B UT (1Oa A () Arich r b- T(ri Plcji Ail hor .73` ` or R 40 CR t 7' bar ' #bar 3 X 4u GR60 :/3 c--3P Vau e sr FORM DIAGONAL DISTANCE: 25 CONCRETE FINISH. FLAT FLOAT FINISH TRANSPORT (TIIO[, TO .YARD: ` EL MO Spur bk' ru inJ Choi . DECK FACE RECESS` GIST DETA L KEYWAY, TYP DETAIL) oci‘w 2_ 3 37� T ouT WELDPLATE FACE REINFORCING CUT LIST REINFORCIN C O AS PORE. T" O 9 MAT REINFORCING (SHOWN AS I)U, TOP MAT REV CODE CO P APPRO NOV 18 26'dd City o' Tukwila BUIL w INGDivIcrffw PLAN 6 SPGS 110'1.0 4 2009 PERMIT CENTER GARY MER i�td ;l'.iFE# AStt$ ttoS (OM)1 PA01 Qt-(cu: RECAST InC, 41 $S St/VieTT0 'CR PErtRegi- PjftPo:S ttztr: idts) 914.1. NO1 et i41) Ner DESIGNEg rAY taXtRIOUS W NE attfir.$1$ SAD OyAttY, toP•ntstit? 200 �t itNt. Alt Pk Rztrnd CHECKED PDATE D PLA CAt' 1 BARS •ROM T # REVIS4014 IM II !TY VAU r, /Ai UT 47014 Asib cf:114 WA ta071-0 Pr 4M Oldcastie ecast inc. ph; sco.612•15$8 Fox 20-73$-4Zai 00 vok Ittiooko.ca Az Provolo* trot/mat Nittig4 so ixtv wd4f14‘. • V/ ASTEWAFER HOLDING TANK E WALL: LAYOUT 4. RaNFORCING DETAILS BOW LAKE TRANSFER STATION TOKWILA WA CUS1011ER GARY MERLIN° WAY414c to,..aata REVI CODE CO NUANCE APPR NE• NOV 1 8 NN City 61'011a • BULMIG nivIsInw A • PRODUCT ON QUANTITY 1 CHAIR BOTTOM FACE CHAIR HEIGHT BETMEN R2 BARs PLAN VIEW LAYOUT AS POUR SHOP NOTES FORM- DIAGONAL DISTANCE: 20'-3 coNeRETE FINISH: FLAT FLOAT FINISH WITH 'MACHINED EDGES TRANSPORT METHOD TO YARD: NY 0 0 O- . 010-5010000-000 010-5510030-000 01()--5510079-000 • 01 0- 5 51 01 00- 000 1().43 bar (L)or X 40 GR60 .47,7 7.27 cu-yd Panel Vault Rebor Spacers ATER PTIOt Anchor ri Note Anchor 13-Ton Erection Ineert Sit Coil Loop 1 olt, Pocket - DeePo olv. dplote type 3 (010-S Concrete Mix - . UR. 41,043. Reber 4 X 40 Gil68 010-930007 °RAF • BLOCK OUT ELDPLATE DETAIL x 3" • RECESSES FOR GASKET 2 ober „Fiebor 4 F4eber Reba( " d 407 61.41,44..4.. III • • . t IIIIII 1 1 11 1 II II I g, ii iia ... III II 1 • I 111/ • 111 II 11 III il 1101 I II II IIM1111/11111111 IIIN 1 - .... ,.■ ,.. . “ 1'. V • P N 1 SFCS 16 0.C. DOctrava35 REINFORCIN SHOWN AS POURED' BOTTOM MAT PLAN VIE R NFORCI SHOWN AS P(URED) TOP MAT • 0 ,......,..,,,........• 7 " • . " " . r.pon'sn....i.“.x., I.! ,'■. .I.,it. It tf. ,.., 0.1.41 ie. r'e ., k =* ••4.4 t,. RECEIVED NOV 04 2009 PERMIT CENTER . : . PDATED ItkID PLATES OAK 9 0 2099 29.40 lbs S2' SUE WALL: LAYGU1 &: f:EUFORCINC L,ETAILS BOVrtAkE.'IRANSFER • iU<YLA, WA . ... .. .... .. — oRAvrAG numsER () PRODUCTION QUANTITY (2) 'S2! SIDE WALLS 7 27 11.48 7.27 AR bo BOTTOM CHAR rbor „ Ft 40' (R60 Pond voolt Rebor Spooers CHAR HEIGHT = 7' BETWEEN R2 BARS SHOP' NOTES FORM DIAGONAL DISTANCE: 2O''33 C0NCRETE.',FUNIIS11 FLOAT •INI w1 .mAC D NE EDGES fR414p).10RITi6E 1 1101) 'TO YARD: n .-1114r LL OF MATERIAL PLAN 1. P. SHOWN AS POU — . xttn 4 An cho Wetdpl 0 0 yti concrete Mix — SCC • le t)bor # X 4Q GR60 r bor X 40' (1 60 10•5100535• 10-5100706— 01 0-2300500—() —5010 0 otawslidkote (i�•• 551O3C „.. ...01.055100.704.000:•: 010455101:00'400 9/09 • 010-9300070-000 hem., 4•4444,4n,4,, 4•4:, 4 . *444444iffehl.e . 3HIS oCtuw-tuf 0 44, PaOPERTY Cf 00.1CAStt FRZCASL3Nit 1 i itirla P 0141 1 4 Vint NOT ?t WAY qijjrfAC41$ 1.0 /RE e ntEt "' tStS Sitg) egAPANY ccm 'c4i' ij 0,8oa O4t Ail alctir. OUT WELIDPLATE ()ETA L R4 DETAIL • 444 .4 4 4, 4, . 4 4 4,44. SPCS-:' 0; #4 wA, ¶I-1j ,3 aldeaStie PrealstIa r TY AULT . 41°6144111 4:00-$91-153t 253.73S-421:4 rta, I off cAmoct. ricourcoo iv,irottfc rultor4 5 istoto1/4 Cft 25 ;SP 5 4, 4hr 4 h . " ,...4A! 4, 144, 4 4. 4 .4 4 44, VI EW REINFORC1 •()v'N AS PO R BOTTOM MAT PLAN V REINFORCING (MOWN AS POU(ED) TOP MAT qqhfra.35 SPCS',6 + OW 4 1.* 44, 4 4 4.4 4.4,4 44, ” 4,4 %4 , 4, 4 4 :4 4 4 .. 4 .1 ,4 4, , , ,, C 4 4 h'44 F f,hat 4 4, 4 4 4,4 4 ! 4 RECEIVED NOV 04 2009 PERMIT CENTER REVIEVEDilop CODECOMPLIANCE APPROWED NOV 1 8 2009 City of Tukwila BUILDING DIViSIoN EIOTT FACE t!,5 tt7. �k T�fi (ATE S1F UCAc Tf S R tfi! G a mt " f tt4t{ 1RPQ m r :OT OE'` tan eta F�'tY VA II4,AiRiOin illiotsts c sho ccomy, cop ovi o 2CtGi -k‘ Pre: L 1 atr, Raid SHOP N FORM DIAGONAL DISTANCE: 20 s CONCRETE. FINISH: FLAT FLOAT FINISH F1IN) EDGES TRANSPORT METHOD TO YARD: 'TINY'' 010-5100706— t1IO -2 4O O .CCO BILL OF MATE Utz Tio h —Tan P ak e A o T ct on oil ..a oft Post ° Deep dE IdpI (0 SO 13 ;r�rt I 4 X.40' br X 4 t CP8 eb r .4 0 �r Vul .Reber Spor CENTERED t M FACE AlL„ A.. A REINFORCING FZEINFORCING CUT` L. `I Y DESCRIPTION RbOf Rboc 4 R 1ivr 40:44v 044 Rr FACE PO ect( 563 Ph: 80O-OZ-1548 4 VT4 9071- ry VAU u' l• .' 1 t 00°4"» !'. R 1NFORCINNG (ION AS POURED BOTTOM MAT T L#)I TANK 3' SI +E FALL: IA YO1J & E N R I PLAN l REVIEWEli FOR C DEC Ali LIANCE NOV APPROVED 1 8 alag City of Tukwila BUILDING DIVISIf ! #P L v. FORM C' ACONA QI T" IC . 20 # " 4 CONCRETE FINISH: FLA FLOAT F1111$11 IISH WITH MACHINED E GE TRANSPORT NETHER TO '(ARD; '° Y'" eo ,Anchor ` - T r In l .. "sl 1 �► �' i t 010-3 0 4 P R60 0 40 GR6 010- 010-- c VO JIC R r X10- - 03(4 0! 111 PPE 41: C. #T 8'a P s '04,Y t 0400 1144: gltflovs N►T' Y PAT t)FECR BOIT FACE ?Riff VAULT PV 1344t >ti;.. Atilnat, W'A 9# O7 -G Pty 00.02.40a . Fox 253«4 733 *4201 , fiEk1S REVIEWED FOR C DE C IVIP LIAKICE APPROWED NOV 18 2009 City of Tukwila BUILDING DIVIM A P A 'ED ` E LATE D t .E 0 ilATERIALS 010-2 - P 1, r � .,;i i1t RiTcar ct i ft x � r t ai r= ts"at'FS 4ii MI` pfd l .t, 3 iGM1 a sAo cop „ ,i Q 2G Oct-' rMC 4K,, ILITY VAULT PO UQ: 613S iksolxm, 021 Fir 1301-032-15,55. For 2.63-733-4201 0 d Precast, i alit 4K, .47 I t trl ► J I t k Re or . p s 1 Q- 30 7 ?-- ! 1O:. [ GiRY MER NO ORAYtitla KEYWAY ................ (SEE DETAIL PLACE; ON KEYWAY (SEE DETAIL PLAN V LAYOUT ( 45 END BOTH ENDS OF GROUT KEYWAY WELDPLATE 1 ! 1., SHOP NOTES k +�, FoRm (iIAGONA 11ANCE: 2 CONCRETE FINISH OOM FINIS VI MACHINE() TRANSPaRT NETHOD TO YARD: EiATSEo FOR GABLE t x DECK FACE EYWAY DETAIL Eel( FAQ KEYWAY GRouT I RECEIVE gyp' 0 4 2009 PERMIT CENTER p — REVIEW) O E C iMPLIA QE APPROUTZU NOV 18 2009 City of Tukwila BUILDING DIVISION xPIR : .: " Ir AIR BETWEEN R4 , P5 BARS E UPPER BOTTOM SECTION) " CHA EVVN R4 BARS (TOP & UPPER OT TOM SE TI UWIJ :0 'RPM, c4" :44,41 ' 61:dt 1O1 o 4JS D i!' •f s `(1 : 1411 4felrr siS f. red ktOstO „Y Yq:C41T £ OA:'oMi : 0 UPPER S CFI N P II IN SHOWN AS POURED REINFORCING t I :AS POUR TOP MAT BOTTOM MA T (LOWER & UPPED SECTIONS) U PO Su $10 14w., WA $071-050 11%)442-1534 Rod 25} d .TT INC T ASC: I :INIoRONC O TNI k W ANSFER STATION REVIEWED FOR 1:i2 DETAIL C EC '1PL1A CE YWAY BAR AFPROVED NOV 18 2009 UP T '' ATE OM( : T D t RC CA,, P,POS( +M Ito Ylti tt41 eta R:rh.t ;R '11SEI 9th dU4` TO PRODUCTION QUANTITY A SHOP NOTES 1. 0 AGO AL II C - ?' ± 2. 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E art# A'X t14 .2,1V, t0 h t t 1S Q SA it\ 4111 .0 2 aY Jail Cix`g Rsovo FORM DIAGOI AL ; DISTANCE: '- O' CONCRETE III BROOM FI' SH WITH M A T'RAN'SPORT METHOD TO YARD: FLA E ' BI AT RIA .................... IJfJI, E� RIRTIOI IT S 4C T r pr X10 -510 0— dp — 0-23005C)I)-0 EV EWED FOR C DE COM LIMO NOV 18 MB UTILITY VALILT * Sat Aubto. nay stent-ma 2.153 rog 2$3.733rdl w WASTEWATER HOLDING TANK ' ' BASE: LAYOUT DETAILS LAKE TRANSFER STATION TUK'ILA WA GARY I qtiNVING,OU k4: CHANCES 1i EET CHAIR R4 & 5 BARS iPPE R OTTO TiO REINFORCING HOB AS POURED) MAT CHAISE U PPER r ECTION) 1 «d +a » +.'�.a. ert�s.. «.ek + + + .et a ♦3:J♦ ED FoR Not N.Y � ess,r ski) woritly f sl, .,.1 aeaab.,ts.u..w •, bs WAR '; WOE UTILITY fox Atitgork, W +3 SD s- � REI 65R N 0 AS° P i R } BOTTOM MAT (L W R I�PP R' SCt; 7 NS T A R HOLDING TANK REINFORCING DETAILS BOW LAKE TRANSFER STATION TUKWILA. WA REI NFORCING CUT LIST 'CRfiFEtl."" N NAP bob \ REVIEWED FAR CC E COMPLIANCE NOV APPROVED 18 2099 ~ I�t X36/i'5/1t0 CS+fi CONKED :FI v. 't�'�L I 1? H TH °*�+/*� :•: fi( f�T !it� i MO OA A Still 0 2 nt R ;r $00 F 243-45-4201 � ASTEWATER HOLDIIG TANK 4 BASE: LAYOUT DETAILS W LAKE TRANSFER STATION 1 <W1LA, WA : ‘RY MERLIN() A'4114 ` ............. S Ti 'AY SHOP NOTES ORM DIAGONAL DISTANCE: 2, CONCRETE fI SH: BROOM FINISH WITH MAC TRANSPORT METHOD: TO YARD: FLATBED 'kid Y4J : ' -' Rcbo 4 X 4C) 5 r Rebut 5 4O GR6 Reber I X 4O 50 11;20 =+ u— yd Ronet ;u(1 Rebor p tr pod Steel E &rmin Cbor -1 0 2300500 00 10— AJR,Vu) -LV - 551 0- 00 0 -551 f 0 -000 D09- X35 OTT€ 4 F ACE : . NO d 4 X009 ?VW GENIER E ENE IOF E COMPLIANCE E NOV 1 2000 City e Tukwila nt -065 P -153a , ht. 2-51-73-5-4201 f W. AS EWATEHOLDING TANK S ASE: REINFORCING DET`A 0 LAKE TRANSFER STATION 11; 1"A WA ;eu 1: GARY MERLIKO NutAsER PR { / 10 VIEW A POURED) TOP UPI ( BO•TTRM . • C1I(N . a +Yx '+ +4 Y# 4p+Y♦ +4tit o{NAnfb.eb4 cY.t tlnvny.“* } PACE PACES 04c. P AN VIEW REINFORCING SHO AS POURED E3OTTO b1 MAT (LOWER & UPPER SECTIONS) Iw CHAIR TOP FACE 4 CHAIR EYWAY C1AI° TWEEN R4 I5 BARS (TOP & LOWER BOTTOM SECTION) Doi -2..3s REINFOIR CIN u" .ST 4w+k1M.;%rM RrrbMNbAWV�rhA1M1R4 M5fa�+H �' l 1Yx/SMedrMta4�vaafl nM'Nm.YI� «+5 /+iySWw.n QTY D CRIPTI T III SIB 1 2 Rabor TR Reba g T } E <C cw 4 ST T 'N�aKWt`.ii.sm'L 'msehw.sw1' M.a- ].:uu�1.�.JlBUSTa= �.draa+ d#si•4 .- .ainrm�4.. - 3 Reba Ir R3 ?T USED R2 .I I illy:YWA BAR N0� O 4 2009 Wk-r GENDER EV9 ONE FOR CODE CORI UIMICE APFDNIVilSra NOV 18 7009 Cady of Tukwila E DI G Dn9nnm k KIRPOV R71A' itt41001 PR PERTY irf &DCA$1 � 1Tf1 ray; f r( ti tprs O ttt l s ,: cri C t. 1.1 4 4t z 0 , 1 4: 1 vt Ati px‘ Y .,y, . . i T t" UTILITY VALI PO OS Mt" W 71 P ► -ice -731 mix ASTEWATER HOLDING TANK 644 SUMP: LAYOUT 'DETAIL [.AIDE TRANSFER SFE STATION T I MLA, WA SUMP s:ro LOCATION HOLE I (2) ROUND KNOCOU (4) PLACES IN BASE STD LOCATION ALL ES SHOP NOTES 4 BASE" STEEL FORS ALL CONSTRUCTION REMOVE ALL I l�ll i. SLAT FLOAT FINISH '9T bO'$35 cgou Ts EOCCS IOIALR GARY MERL1 AWE ED F COD EC iu�}P�LIANCE NOV 18 7009 OT it Bilik DIVISrai ' +q HI HEET PcC C I C YttG4[ 0 1 9 tFf.iliChl #fi*�fit+d y 1.1TILITY VAULT' 804 511 a °WA VO011 92.-1 1' 20-73,5-.4201 ASTEWATER HOL IB T MK a44 SUMP:RENFORCING DETAIL OW g t' W LAK p T P STATION KILA, v r;it. RFVOC ft REV C DE P AN VIE FORCIN HOW IP'H ()t• FT k :SHAPE,* SHOP NOTES DI M N $U IN RAC S DTI CAL ENT TR TAI TAI L -1X0 CUT ETAIL ED FOR MANCE v NOV 1 8 2 0 0 9 City of ukua RANG MOON RECEIVED NOV. 04 2009 PERMIT CENTER