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HomeMy WebLinkAboutPermit M15-0123 - BOEING #9-101 - SEWER LIFT STATION - AIR BLOWERS, FAN, LOUVER AND DUCTWORKBOEING #9-1O1 - SEWER LIFT STATION 9725 E MARGINAL WAY S EXPIRED 10/02/16 M15-0123 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003400018 Permit Number: M15-0123 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: BOEING #9-101 - SEWER LIFT STATION 10/5/2015 Permit Expires On: 4/2/2016 Owner: Name: Address: Contact Person: Name: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN Address: 4600 S 134 PL , SEATTLE, WA, 98168 Contractor: Name: HOLADAY PARKS, INC. Address: 4600 S 134 PL, SEATTLE, WA, 98168 License No: HOLADPI379NO Lender: Name: Address: Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2017 DESCRIPTION OF WORK: INSTALL (2) AIR BLOWERS, (1) FAN, (1) LOUVER AND ASSOCIATED DUCTWORK Valuation of Work: $55,537.00 Type of Work: NEW Fuel type: ELECT Fees Collected: $938.74 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 4/41,4 wit 2014 2014 2014 2012 Date: 1 hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development rm,t angree tQ the condns attached to this permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL Gm,4 L-ek`(\i et-10 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd-, Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Mechanical Permit No. V. � � 0 I )3 Project No. Date Application Accepted: Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address:Q-125 2a t Tenant Name: ai. }-Q� n King Co Assessor's Tax No.: tee L`J l/L�t)t,G� S PROPERTY OWNER Name: A City ail )0 t Zi oct CONTACT PERSON - person receiving all project communication Name: 0,13.6,--a. Art..A .40-r-." Address: Lt to3 City: 6.etubicke State: , AcZient (Ay Phone:zap ( 36ax: r J .g- o '' Email: IliW Y110 iq `r) h-t)) I nf % _Pio Suite Number: Floor: New Tenant: 0 Yes[ o MECHANICAL CONTRACTOR INFORMATION Company Name: nS I� PC... Address: ( yLilo s 1P �/ City:c Q , _ & State:t 0a Zie: J( Y`��) Phone (630Fax: ? 1 z- t' i %Q40 Contr(�Rle�(g No.. OD Date: ,7 WY Q el -' Tukwila Business License No.: Valuation of project (contractor's bid price):J $ 5". 3-7, Describe the scope of work in detail: Cg). U) ^ ,. Lover-. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: H:\Applications\Forms-Applications On Line12011 Applications\Mechanical Permit Application Revised 8-9.1 I.docx Revised: August 2011 bh Page 1 of 2 ti Indicate type of mechanical work being installed and the quantity below: Unit Type I Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfin Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system LI Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment eCA Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: ZED AG dl te k12LITI, (A Day Telephone: Mailing Address: `-L U DO City State Zip Date: H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised t-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $938.74 M15-0123 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn: 0003400018 $938.74 MECHANICAL $902.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $689.60 PLAN CHECK FEE R000.322.102.00.00 0.00 $180.53 TECHNOLOGY FEE $36.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6262 R000.322.900.04.00 0.00 $36.11 $938.74 Date Paid: Friday, September 25, 2015 Paid By: CONNIE HARDIN Pay Method: CREDIT CARD 09699G Printed: Friday, September 25, 2015 1:44 PM 1 of 1 CLS LJ LJ SYSTEMS City of Tukwila Department of Community Development 9/2/2016 CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Permit No. M15-0123 BOEING #9-101 - SEWER LIFT STATION 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 10/2/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -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 10/2/2016, 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, Rachelle Ripley Permit Technician File No: M15-0123 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 13, 2016 Connie Hardin Holaday Parks Inc. 4600 S 134 P1 Tukwila, WA 98168 RE: Request for Extension #1 Permit Number M15-0123 Dear Ms. Hardin, This letter is in response to your written request for an extension to Permit M15-0123. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 2, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, ) <7.44 Bill Rambo Permit Technician File: Permit No. M15-0123 W:\Permlt CenterkExtension Letters\Permits\2015VL115-0123 Permit Extension #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: Jerry Hight Sent: Friday, March 18, 2016 2:22 PM To: Bill Rambo Subject: FW: Permit extension requests fyi Jerry E Hight MCP Building Official I City of Tukwila 630o Southcenter BLVD, Suite ioo I Tukwila, WA 98188 T: 206/431-3675 I F: 206/431-3665 Ierry.Hight@TukwilaWA.gov http://www.TukwilaWA.gov The City of opportunity, the community of choice. **My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56 ** From: Connie Hardin[mailto:connieh@holadayparks.com] Sent: Friday, March 18, 2016 2:01 PM To: Jerry Hight Cc: Derek Hart Subject: Permit extension requests Hi Jerry. I have 3 permits about to expire and would like to extend them. M15-0115 Boeing 9-120 Substation 11 This job is running late due to construction delays. M15-0123 Boeing 9-101 Sewer Lift Station This is running late due to delays in funding and acquiring equipment. PG15-0115 Boeing 9-101 Sewer Lift Station This too is running late due to delays in funding and acquiring equipment. Thank you for your consideration. Connie Hardin Holaday-Parks RECEIVED CITY OF TUKWILA MAR 2 1 2016 PERMIT CENTER Request for Extension # 1 Current Expiration Date: 3'.1.10— 1 Extension Request: Approved for l// i/ days ❑ Denied (provide explanation) Siit gnature/Initials 1 City of Tukwila Department of Community Development 3/1/2016 CONNIE HARDIN 4600 S 134 PL SEATTLE, WA 98168 RE: Permit No. M15-0123 BOEING #9-101 - SEWER LIFT STATION 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 4/2/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -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 4/2/2016, 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 No: M 15-0123 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0123 DATE: 09/25/15 PROJECT NAME: BOEING #9-101 - SEWER LIFT STATION SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: PO PM - Building Division it Public Works pan Fire Prevention Fire Prevention Structural Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/29/15 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/27/15 Approved Corrections Required Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HOLADAY PARKS INC Page 1 of 3 Home Inicio en Espanol Contact Search L&I ARC_ A-Z Index Help My Secure l.&I Safety Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries HOLADAY PARKS INC Owner or tradesperson BECK, DAVID CARL Principals BECK, DAVID CARL, PRESIDENT CONNELL, DANIEL A, PRESIDENT GIRI, BIJIT, PRESIDENT PIZZEY, GRACE K, VICE PRESIDENT FREEL, JERRY LEE, VICE PRESIDENT PARKS, GERALD T JR, PRESIDENT (End: 08/12/2015) NAILON, JUNE ANNETTE, VICE PRESIDENT (End: 08/12/2015) O'CONNOR, BONNY K, SECRETARY (End: 08/12/2015) BECK, DAVID CLARENCE, TREASURER (End: 08/12/2015) VAN DER VEEN, ERIC M, VICE PRESIDENT (End: 08/14/2013) PIZZEY, GRACE KATHERINE, VICE PRESIDENT (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH, MEMBER (End: 08/14/2013) CONNELL, DANIEL AARON, MEMBER (End: 08/14/2013) GIRI, BUIT, MEMBER (End: 08/14/2013) KIEL, RINALD HOWARD, MEMBER (End: 08/14/2013) WHITMYRE, CHRISTIAN, MEMBER (End: 08/14/2013) NELSON, MICHAEL, SECRETARY (End: 11/04/2010) PARKS, DAVID L, TREASURER (End: 11/04/2010) TALBOT, PAUL, TREASURER (End: 11/04/2010) WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA 98168 206-248-9700 KING County Business type Corporation License https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 10/02/2015 VIC ITY VA 99 a❑ n 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT PROJECT SITE FROM DOWNTOWN SEATTLE crN 599 TUKWILA 900 EXIT 157 c!1 EXIT 158 FROM KENT & AUBURN EXIT 157 900 V \ITY VA 3UILDING ADDRESS 9725 EAST VAGINAL WAY SOUTH TUKWILA, WASHINGTO\ PROJECT SITE MFC ROJ DESCRIPTION OF WORK: CONTRACTOR: OWNER: -CT sv VA REPLACE DC SEWER LIFT STATIONS ADDRESS AND TELEPHONE NUMBER (WHEN KNOWN) BOEING DEVELOPMENTAL CENTER ® 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 PROJECT MANAGER : MARTIN PROBST TEL. 208-852-4985 \iX OF PAW\CS INCLUDED IN SET SHEET NO. DRAWING TITLE REV DATE • DRAWING NO. GE\ERAL • 9-101—GO GO COVER SHEET — 09.15.15 NECHA\ICAL BLDG 9-101 • 9-101—M6R M6R 9-101 SOUTH LIFT STATION #2 ENLARGED PLANS A 09.15.15 • 9-101—TNM514R TNM514R TUNNEL #5 PLANS, SECTIONS AND DETAILS B 09.15.15 0 9-101—TNM21 TNM21 TUNNEL HVAC DUCTWORK PLAN A 09.15.15 • 9-101—TNM121 TNM121 TUNNEL #5 PIPING & UNDERGROUND PLUMBING PL C 04.01.13 0 9-101—TNM514 TNM514 TUNNEL #5 PLANS, SECTIONS &DETAILS B 09.15.15 • 9-101-1M115 1M115 PLUMBING FIRST FLOOR PLAN F 07.17.12 0 9-101—M634 M634 Y/9 LIFT STATION PLAN, SECTIONS & DETAILS — 09.15.15 BLDG 9—YRD • 9—YRD—M554R M554R LIFT STATION #1 PLAN, SECTIONS & DETAILS G 09.15.15 • 9—YRD—M2 M2 MECHANICAL SCHEDULES — DC SEWER LIFT STATIO A 09.15.15 • 9—YRD—M554 M554 LIFT STATION #1 PLAN, SECTIONS Sc DETAILS G 09.15.15 • 9—YRD—M560 M560 LIFT STATION #2 PLAN, SECTIONS &DETAILS — 09.15.15 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. I FILE COPY Permit No. I -01`m SEPARATE PERMIT REQUIRED FOR: A Mectanloal ArEtectricacl 33"Plumbing 1'Qas Piping City of Tukwila BU1LA14UG DIVISION •o Orr nr rr■ ..���r 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 F' d ndition 's acknowledged: By: .date; City of Tukwila BUILDING DIVISION ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 41101 REVWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 • ttrl City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER Wood Harbinger 30o9 urth Ave NE, Suite ioo Bellevue WA 98004 425.628.6000 woodharbinger.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REPLACE DC SEWER LIFT STATIONS D22403-01 WH TJB 09.15.15 ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN C. PECK DATE 08.11.15 CHECKED G. BRUCE 08.11.15 SUBTITLE COVER SHEET CURRENT REVISION D22403-01 SYMBOL DATE 09.15.15 APPROVED BY DEPT. DATE ENGINEER T. BRYANT 08.11.15 CHECKED G. BRUCE 08.11.15 APPROVED APPROVED TITLE GENERAL REPLACE DC SEWER LIFT STATIONS BUILDING 09-101 DEV. CENTER, WA SHEET GO JOB NO. D22403-01 COMP NO.. DWG NO. 09-101—GO 1 31 28 PM CPECK: 8/11/2015 . L WA, Li -it) IA11,- ET PIT 0,,+50 o rFm r4-) ?416.4 t. V L ALA -cm ..r...- Lt�¥4E' 60' % NT ) c,TART6 5-ra{uvAIf NAP' f sk5 (ET' MINT 2) S%Ts PizIMAP'( PUM' - t�s(5ET PONT 1) STOPS PPS GE\EAL ON.1 1,JOF s", LJMQ \OTES EFFE\cE Dawi \GS CO\STRUCTIO\ \OTES REMOVE SUMP PUMP IN SUMP. REMOVE AIR BLOWER AND SUCTION AND DISCHARGE PIPING AS NECESSARY TO ALLOW FOR AIR BLOWER RELCATION. REMOVE THE EXISTING ULTRASONIC CONTROLLER AND TURN OVER TO BOEING. REMOVE EXISTING DRYWELL PEDESTAL SEWAGE PUMPS AND DISCHARGE PIPING UP TO CHECK VALVE. REMOVE ALL SENSORS AND METERS USED FOR MAINTAINING PH AND DETECTING COMBUSTIBLE GASES/VAPORS. SYM A REVISION REPLACE DC SEWER LIFT STATIONS D22403-01 BY WH APPROVED TJB DATE 09.15.15 SYM REVISION 4tAt&ton i4 BY LITY ..S C-�, (W 6jNi ) oL. ' pi cc mu i7kw*I` UAL- 4 x 4.4 co ki ~fa Mx H. A.► teci 1 i,o APPROVED DATE V,W ALW MO AL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DATE DRAWN CHECKED ENGINEER CHECKED APPROVED DATE TO ATM C4 jGJ a 1 T RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 SUBTITLE TITLE 9-101 SOUTH LIFT STATION #2 ENLARGED PLANS AND DETAILS MECHANICAL MASTER REPLACE DC SEWER LIFT STATIO BUILDING 09-101 3009 with Ave NE, Suite ioo Bellevue WA 98004 425.628.6o00 woodharbinger.com OCTI0.2Ni 2' 1' 0 1' Al le PI` C,,4,;r4: 10D-'057 a-Io RVINED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 ukwila DIVISION yvalAlood Harbinger CURRENT REVISION D22403-01 SYMBOL A TBRYANT: 9/11/2015 3:45:26 PM TNM514 2"SAN (DRN "SAN (DRN) 2"SAN f 4"SAN (DRN)-L PLUV3I\G PATIAL PLAN M SCALE: 1 /4" = 1'-0" TNM 121 TNM514 2"SAN (DRN) 2"SAN _ (DRN) X.4"SAN � (DRN) ( ) 2"SAN (DRN) PLUV I\G S ECTI O SCALE: 1 /4" = 1'-0" I „ 1 TNM514 6"VENT 6"SAN DISCH. 2"C "H • • "Hw TNM514 "CW "HWC 2"CW CAP OVER -FLOW TANK WTR HTR 2"CA r, D4 U 1 "HW • WOMEN'S ' --1"HW "cw i'HW cw • • 4 •w• Z • J"cw L »HW iW= -o - of `Q I MEN'S HW r "HW cw Li-cw • c • • UTILITY PIPI\G PATIAL PLAN SCALE: 1/4" = 1'-0" TNM1211�NM514 3"CW t:HWC [ 42 » "CW , i"HW 1 i"CW 2Cg i"CW 3"HW "HW 1ST F 1 LR 1..... i . ,. .: .T, .i�_. _�C:. _ .1 - i- .;J'.:; - LL;r•; li , �vr5 ` jR. . I' 5' •} a' :a 1"HW (VERIFY) N e 1 I c.i"HW HW 2„C I ®� 2"CA W1wa—Fo „ 2CW--% 2»CW '•: » 2CW I T _ r•, r - o e> r, - c> _ TUNNEL �_ ( I .' .4 W 1•1 1_ 2'CW r•, I ,fCW - ® I _ I I DGI 1 2»CW_ 1 11 CW (VERIFY) "HW I • PIPIT S ECTI O \ SCALE: 1 /4" = 1'-0" I " 1 TNM514 • LEGE\D A COMPRESSED AIR CW DOMESTIC COLD WATER PW PROCESS WATER V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC PROCESS VACUUM EG ETHYLENE GLYCOL PG PRESSURE GAGE GE\PAL \OTES 1. SEE STRUCTURAL DWGS FOR TUNNEL LOCATIONS & DIMENSIONS. 2. FIELD VERIFY SIZES. CO\STUCTIO\ \OTES REMOVE EXISTING DUPLEX VERTICAL SEWAGE PUMPS AND DISCHARGE PIPING UP TO 45 DEGREE ELBOW. REMOVE EXISTING LEVEL CONTROL ASSEMBLY AND CONTROLLER AND TURN OVER TO BOEING. REMOVE CONCRETE SLAB AREA LARGE ENOUGH FOR NEW LIFT STATION ACCESS HATCH. SEE ARCHITECTURAL DRAWINGS. REMOVE SANITARY DRAIN PIPING IN VERTICAL TO WET WELL AND HOIZONTAL TO THE EAST OF THE WATER HEATER. KEEP PIPING IF IN GOOD CONDITIOON TO REUSE IN RELOCATED POSITION. REMOVE VERTICAL PORTION OF VENT PIPING FROM SANITARY DRAIN TO WET WELL. KEEP PIPING IF IN GOOD CONDITION TO REUSE IN RELOCATED POSITION. EFERE\CE NAWI\GS 109-101-TNM121 109-101-TNM513 6500-D-105.tif OCT; 0 2, 2t3 y .w.�• vT.wni..,w�ti ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 TUNNEL #5 PIPING/PLUMBING PLAN TUNNEL #5 PLANS, SECTIONS & DETAILS SECTIONS & DETAILS, ORIGINAL MYLAR REV °g WED FOR CODE COMPLIANCE APPIIOVEO SEP 3 0 2015 City of Tukwila 'BUILDING N RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER 4' 8' SCALE: 1 /4" = ,, ood arbimer 3oog 112th Ave NE, Suite too Bellevue WA 98004 425.628.6000 woodharbinger.com SYM A REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE STD SEWER LIFT SENSORS 8317824 M.WONG RWS 03.10.09 B REPLACE DC SEWER LIFT STATIONS D22403-01 WH TJB 09.15.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL DATE 09.16.08 CHECKED SUBTITLE TUNNEL #5 PLANS, SECTIONS & DETAILS CURRENT REVISION D22403-01 SYMBOL 3 DATE 09.15.15 ENGINEER CHECKED APPROVED RWS APPROVED 08.12.08 TITLE REPLACE DC SEWER LIFT STAT I NS BUILDING 9-10 MECHANICAL MASTER COL. SHEET T D NO) —1 °" TNMS x A i Ilk A 250 CfM ) t 24/14 DWG 6508D-206 �1::1 10 \ \ G I p.__ '1\'--7EM4=== III ::) \ I REVISION EXISTING CONDITIONS REPLACE DC SEWER LIFT STATIONS D22403-01 W APPROVED TJB 09.15.15 TU\\EL PLA\ SCALE: 1 /8"=1'-0" REVISION APPROVED -,r-tr ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 6 i J 1'D DATE 08.26.15 8' 9-101.1 SCALE: NONE 4' 0 4' <EY PLAN SCALE: 1 /8" = 1' — 0" CURRENT REVISION D22403-01 SYMBOL 8' 1 6' 3oo9 ii2th Ave NE, Suite loo Bellevue WA 98004 425.628.6000 woodharbinger.com 09.15.15 DRAWN T. BRYANT CHECKED ENGINEER CHECKED APPROVED APPROVED A A LEGE\ D GE\PAL NOTES EXHAUST GRILLE: TITUS MODEL 350; STEEL CONSTRUCTION; 3/4" BLADE SPACING, 0 DEGREE FIXED DEFLECTION; BLADES PARALLEL TO LONG DIMENSION; OPPPOSED BLADE DAMPER. REFE�E\ CE DAWI\GS CO\SUCTIO \OTES PROVIDE EXHAUST GRILLE WITH VOLUME DAMPER AT END OF EXISTING EXHAUST DUCT. REVIEWED FOR CODE CONIPLIAN( APPROVED SEP 3 0 2015 if) J Ja'V T TG TNM10 TNM11 TNM12 TNM13 TNM14 TNM15� TNM16 TNM17 TNM18 TNM19 TNM20 �/�� j—O TNM27 TN 22 TNM23 TNM24 TNM25 TNM26 51 28 TNM29 TNM30 TNM31 TNM32 TNM33 TNM34 TNM35 TNM36 TNM37 TNM38 2 TNM39 TNM40 TNM41 TNM42 TNM43 TlM44 TNM45 TNM46 z2 City of Tukwila ILDING DIVISION RECEIVED OCT. 0^2073CITY OFTUKWILA SEP 25 2015 PERMIT CENTER ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 SUBTITLE TUNNEL HVAC DUCTWORK PLAN TITLE MECHANICAL MASTER REPLACE DC SEWER LIFT STATIONS BUILDING 9-101 COL. 8-11/W—Z DATE TNM21 2»CW 23'CA ABOVE 2"CA BELOW 22"VAC _ /HW q,4"HWC 3"CA UMPED SAN TNM121 TUNNEL #5 CO-[ HWCH rThPARTIAL PLAN TNM121 TNM513 TNM121 2"CA 4' 4 TNM513 SAN (fp_24) \J r 1" T SANITARY SEWER 1J SUMP#8 1" 1� r J 4 4 4 d �3"SAN (BELOW) 2"CA 4 4 4 4 d n 4 .4 (SOUTH WAL SECTION) 3"SAN (BELOW) TNM121 TNM113 L4 i li r1 r1 r 1 / \ J / r1 r1 \J 1J 1J 1,4 1J r UP 2i"VAC i"HW "HWC 0 / rl 4"CVYI UP TO1,ST FL, 1J 1J r� r1 r1 11DRAN U�'1 1ST FLR. NTNN \.1' 1 1J 1/ 0 1i 0 1/ W r1 ";o d N UP FLR.- ,L A A 2"VAC__ 4 TRENCH -1' 11"CA 1 i'CA 4' 4 A. 4 2"VAC - A. tl TNM121 TNM513 1"CA UP TO TOOL ' @"`- PLUGGED (4 PLCS) a 1 • 1" RISER 13"CA 1"CA UP 4 1"CA UP 4 PLUGGED 1" RISER --1"CA UP 4 • PLUGGED 1" RISER 1"CA UP� 4' r "Cw 4 12"CA 4 4_ L 1 L QI R WOMEN'S r 1J d \J 4 1"CA UP 4' 4 4 d T2iSAN VERI FY) 2"C0--,\L a4 d 4 TRENCH -1 2"CW d 4 2"CO r 4 4 4 e 4 101QI 4 2"VAC MEN'S d 4 *PUMPED 4.. RAIN J ▪ bJ NNEL #5 1 23"CA 2 CA N � 4 .4 d4 4 4 44 'e 2"CA 11 _ __ UP TO 1ST FLR UTILITY STATION 1i" TEE IN/PLUG AT TRENCH —D43-1644)P4ris-c>4 __ 3"SAN TNM' 0 r \J 4• !1 2 TNM513 4 4 4 4"VTR d r1 / J %11 I J I 1J 1J \J 1•✓ 1/ \/ J \J J \J 4 d 4 'A 1 4"DISCH > 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 1044 40 ;rot 0 0 TTU 0 3"FD FOR DETAIL, SEE OHEET 5 8-M 1 0 0 0 0 .A' 004 0 0 0 CL OF (E) FNDN CL OF NEW 5-AXIS GANTRY MILL RENC TU\ 4 4 > d 4, 4"VENT— " 4 EL SCALE: 1 /8"=1' 4 adt ,-2"VAC r TNM121 TNM513 PARTIAL PLUMBING PLAN 2 TNM121 TNM514 PARTIAL PIPING (3")PLAN TNM121 TNM514 P I "to-- TRENCH "C 1� A LA\ v 4 4 4 A 4 2"CA 4 d 4 4 1"CA RISER UP 1-- TRENCH 4 i"CA \✓ 1/ \J "✓ 1/ 1J '1/4_,'1/4.,\.4 r 1 ./ 1i ir\ ;-; lJ 1i \J 1/ `._tom— \✓ \/ 1J 1/ \/ 1/ 1J 0 r 1J 0 C, 4. 4 L DN 0 6 8 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 City of Tukwila BUILDI LEGE\D CW HW HWC PW V SAN- VAC- PG COMPRESSED AIR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT CIRCULATING WATER PROCESS WATER VENT SANITARY WASTE PROCESS VACUUM DUPLEX AIR CONNECTION PRESSURE GAUGE GE\HAL \OTES COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS: INSTALLATION OF COMPRESSED AIR AND PROCESS VACUUM PIPING SYSTEMS SHALL BE IN ACCORDANCE WITH FACILITIES MECHANICAL STANDARD D38106-20 USING THE FOLLOWING DEVELOPMENTAL CENTER SITE -SPECIFIC PREFERENCES: PIPE: ASTM B-88 SEAMLESS COPPER, TYPE L, HARD DRAWN. FITTINGS: 2” AND SMALLER: WROUGHT OR CAST COPPER SOLDERED OR PROPRESS SOCKET FITTINGS. BRAZED JOINTS BELOW GROUND. 2-1/2" OR LARGER: TYPE L COPPER ROLL -GROOVED FITTINGS AND DUCTILE IRON ROLL -GROOVED COUPLINGS WITH EPDM GASKETS, RIGID SYSTEM. VALVES: 2” AND SMALLER: BRONZE TWO-PIECE BALL VALVE, THREADED END. APOLLO 70-100. PROVIDE WITH THREADED ADAPTER FITTINGS. 2-1/2" AND LARGER: ELASTOMER-LINED LUGGED BUTTERFLY VALVE. FURNISH WITH 125# COPPER FLANGE ADAPTERS. 2. TESTING OF NEW COMPRESSED AIR AND PROCESS VACUUM PIPING SHALL USE COMPRESSED AIR OR NITROGEN AT 150 PSIG FOR 1 HOUR. THERE SHALL BE NO LOSS IN PRESSURE. CHECK EACH JOINT WITH SOAPY WATER. CE TIFF 109-101-4512 PLUMBING PLAN & MACHINE FOUNDATION TIFF 109-101-4963 UNDERGROUND PLUMBING 9-101-TNM01 SUMP PUMP LOCATION CO\STUCTIO\ \OTES TUKWILA SEP 2 5 2015 PERMIT CENTER FC). ,,,, „, ,,e,,,v, ,,r,, 1., T T :111 TNM123 TNM124 :: TNM126 TNM127 MI TNM129 TNM130 TNM13 TNM132 TNM133 15 9 2C lir TNM143 21 TN 144 TNM145 TNM146 8' FACILITY DESIGN BY WH 0 4' 8' 16' \CE 0 \LY DATE 09.15.15 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN A PROVIDE (6) UTILITY ISLANDS 534428-00 K.BUN RWS CH RWS 12.17.97 07.23.03 ADD AIR OUTLETS FROM CHASE 8683275 HARR HARR 03/30/09 ADC WH GV 04.01.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K.BUN DATE APPROVED BY DEPT. DATE CHECKED C.HARRAH ENGINEER CHECKED DOUG. HAN APPROVED SUBTITLE TITLE TUNNEL #5 PIPING & UNDERGND PLUMBING PLAN REPLACE DC SEWER LIFT STATI BUILDING 9-101 COL. W-Z/1-6 CURRENT REVISION SYMBOL DATE 04.01.13 SHEET CPECK: 8/17/2015 8:01:32 AM APPROVED PARTIAL PIPING PLAN TNM514 M634 LIFT STATI O N 2"V WOMEN'S 2'V €2"SAN (DRN) 4"SAN MEN'S c 4'"BENT __ 4"VTR PLUV3I\G PARTIAL PLA\ SCALE: 1/4'' = 1'-0" 6"SAN wag (2 TNM121 TNM514 PLUN3I\G S ECTI 0 \ SCALE: 1/4" = (-4\ TNM514 6'VENT 6"SAN DISCH. • • "Hw TNM514 qi"HWC CAP OVER —FLOW TANK WTR HTR i"CW 2»CW �2"CA 13"HW WOMEN'S r"CW i"CW MEN'S i"HW v HWr"HW • UTILITY PIPING PARTIAL PLA\ SCALE: 1/4" = 1'-0" TNM12�514 PIPI\G SECTIC\ SCALE: 1/4" = 1'-0" 1 " 1 TNM514 LEGE\D A COMPRESSED AIR CW DOMESTIC COLD WATER PW PROCESS WATER V VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC PROCESS VACUUM EG ETHYLENE GLYCOL PG PRESSURE GAGE GE\ HAL \OTES 1. SEE STRUCTURAL DWGS FOR TUNNEL LOCATIONS & DIMENSIONS. 2. FIELD VERIFY SIZES. REFRE \CE HAWI\GS 109-101—TNM121 109-101—TNM513 109-101-6508—D-105.tif ORIGINAL MYLAR C3\STUCTIO TUNNEL #5 PIPING/PLUMBING PLAN TUNNEL #5 PLANS, SECTIONS & DETAILS PLUMBING — SECTIONS & DETAILS, \OTES REVTEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 City of Tukwila BUILDING DIVISION ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 OCTi°^2o1r3 RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER 4' 2' 0 2' 4' SCALE: 1/4" = 1' — 0" 8' ood arbinRer 3oog 12th Ave NE, Suite ma Bellevue WA 98004 425.628.6000 woodharbinger.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A STD SEWER LIFT SENSORS 8317824 M.WONG RWS 03.10.09 B REPLACE DC SEWER LIFT STATIONS D22403-01 WH TJB 09.15.15 QD ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL DATE 09.16.08 CHECKED SUBTITLE TUNNEL #5 PLANS, SECTIONS & DETAILS ENGINEER CHECKED APPROVED RWS APPROVED TITLE REPLACE DC SEWER LIFT STATIONS BUILDING 9-101 MECHANICAL MASTER COL. CURRENT REVISION D22403-01 SHEET SYMBOL 3 DATE 09.15.15 COMP 51 10:11:46 AM CPECK: 9/15/2015 5,000 GALLON AIR -3"SAN-- 10 LIF I S IAI ION #1. ( ' 1 RECEIVER/STORAGE TANK, I 2 /1 M 115 09-YRD-M554 FOR DIAGRAM SEE 1M115 •TERMINATE36"g M606 co(/ SLOPE DOWN AT 1/4" I PER FOOT. SEE Z 09-YRD-M554. STA #1 ABOVE FINISHEDft AR I CONTROL PANEL FLOOR SEE (---- 1II 3 I 1M115 M606 I m 1- 1 1Y 1 'SAN == �--� �-, - -1 � a x 3" VENT UP POC Ia 1 /2" CW DOWN 4"A 4"A TO TRAP PRIMER Q Q ° Q ° n FLEXIBLE PIPE I 1 I CONNECTION SEE 2 I I - 41115 M510-1 G x o o � x x1 n n n n n n n n n n MANOMET R W/4" PRESSURE TUBE TO ABOVE CRANE RAILS. KEEP PRESSURE TUBE OUTSIDE CRANE AREA 1-- = -1 b I_- - { H El 1 L=J III H a® I H Ell 1 �1 11 I—{ — u u u u u u ® u u u u u x CV 1 U -� — u rt T u= II II II x 1 C C 1 1 » 1 /2 MANOMETER THE WALL FIRST FLCC PLA\ iI crnl r. 1 /Q"-1 _n" 2� 5� TUBING ALONG LEGE\ — A —CW— D: COMPRESSED AIR LINE DOMESTIC COLD WATER SAN— SANITARY SEWER QD DUPLEX OUTLET - COMPRESSED AIR LINE ®L 0 DUPLEX OUTLET - COMPRESSED AIR LINE W/FILTER DUPLEX OUTLET - COMPRESSED AIR LINE W/LUBRICATOR 4-PLEX OUTLET - COMPRESSED AIR LINE (2) 1/2" AND (2) 3/8" OUTLETS DRAIN BASIN DUPLEX VACUUM OUTLET HB HOSE BIBBS WITH VACUUM BREAKER p DRAIN ® HOUSE KEEPING VACUUM -� AUTOMATIC DRAIN VALVE GENERAL \OTES: SEE 9-101-M510-1E FOR CONTINUATION AND 9-101-M510-1G FOR RISER DETAILS 2. SEE TNM115 FOR TRENCH AND TUNNEL PIPING IN THIS AREA. VERTICAL AIR RECEIVER TANK. 84" DIAMETER, 232" TALL, 5,000 GAL CAPACITY, 100 PSIG PRESSURE RATING, 4" FLANGED INLET AND OUTLET, MANCHESTER TANK 302459, CODE STAMP ASME. REFERENCE DWGS: 9-101-1M365 INDUSTRIAL VENTILATION FIRST FLOOR PLAN 09-YRD-M544 LIFT STATION #1 PLAN, SECTIONS Sc DETAILS CO\S-RUCTIO\ COTES: 1 COMPRESSED AIR RECEIVER TANK BY-PASS VALVE SHALL BE INSTALLED 48 INCHES ABOVE FINISHED FLOOR. 2. AIR GAP FITTING JAY R SMITH FIG 3955S i.., ,,.. ..., i.,,,,v. ,,i), 1, T T 1M110 1M111 1M112 1M113 1M114 �1 CI 1 M116 1M117 1M118 1M119 1M20 1M21 1M22 1M23 1M24 1M25 1M26 1M27 1M28 1M29 1M30 1M31 1M32 1M33 ii 1M34 1M35 1M36 1M37 1M38 2 r`EVVED F 9 1M40 C 1M40 1M42 1M43 COIVIPLIAN , f REV CODE AI SEP 30 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL SEP 2 5 2015 PERMIT CENTER 9-101.1 KEY PLAN SCALE NONE OCTi 02 2Q O 0 FO FACILITY DESIGN BY WH 40* \CE LY DATE 09.15.15 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE W STD SEWER LIFT SENSORS 8317824 M.WONG RWS 03.10.09 C BTE TEST FRAME TOOL — 60% IFR WH_12031.005 WH GV 04.27.12 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D.CHESTERFIELD DATE 11.9.94 CHECKED D.VILLA SUBTITLE PLUMBING FIRST FLOOR PLAN CURRENT REVISION 14786 SYMBOL DATE 07.17.12 ENGINEER DOUG HAN CHECKED DOUG HAN SHEET co 4 KHON: 07/17/12 Y VENTING FOR EXHAUST VAPORS 10173801 Z BTE TEST FRAME CONTROL ROOM — 90% IFR WH_12031.003 M.WONG WH RWS GV 01.27.10 D BTE TEST FRAME UTILITIES & TOOL — IFC WH_1 2031.005 04.06.12 E BTE TEST FRAME UTILITIES — IFC REVISION WH_12031.005 WH WH ACP ACP 05.24.12 06.07.12 A BTE TEST FRAME CONTROL ROOM — IFP WH_12031.003 WH ACP 04.13.12 F BTE TEST FRAME UTILITIES — IFC REVISION WH_12031.005 WH GV 07.17.12 B BTE TEST FRAME FACILITY UTILITIES— 30% IFR WH_12031.005 WH GV 04.25.12 V INSTALL NEW HWR SYSTEM J#586946-00 DOUG HAN RWS 09.05.08 APPROVED BY DEPT. DATE TITLE 09.05.08 09.05.08 APPROVED APPROVED RALPH SQUIRES 09.05.08 MECHANICAL MASTER BTE TEST FRAME BUILDING 9-101.1 COL. W-Z/1-6 1 a d• 4 4 • 4 1"SAN (DRN 6"VENT 1C.• M634 POC M634 LIFT STATION 9-101 Y/9 SEWED LIFT STATIO PARTIAL PLA\ SCALE: 1/2" =1'-0" • 4 4 4 4 A 4 d 44 1 4' 4, •.4 4 4 4 A A 4 • d a 4 d 4 WTRT HTR ••4 1 TNM514I M634 2"SAN (DRN) 2'SAN (DRN) SUMP LID OUTLINE 4 a4 M634 a 4;4 4 'd IA 4, A • A M634 9-101 Y/9 SEWED LIFT STAT0\ PARTIAL PLA\ SCALE: viz _1-0 rE3 M634 6"VENT 2"SAN • D b 4 1"SAN 2"SAN Dd' 1ST FLR D 6 : A D b• A A Pe. 2"SAN (DRN) POC VENT 4 POC • A p \i\\\N • GUIDE RAIL SYSTEM Ir. P Y9A =�J SECTIO\ SCALE: 1/2" =1'-0" 46" HIGH LEVEL ALARM (SET POINT 4)--\ 43" START LAG UP (SET POINT 3) 36" START LEAD PUMP (SET POINT 2) 15" PUMP STOPS (SET POINT 1) 3" DISCHARGE PIPE B M634 RECIRCUTATOR M634 CONNECT WIRE TO CONTEGRA SM702CF CONTROLLER SEAL WITH CORD COUPLER SLX 130 PIPE o MOUNTING L BRACKET KIT w -co 6"SAN TOP OF SUMP MINIMUM 6" ABOVE THE BOTTOM OF SUMP BOTTOM OF SUMP \„„„„„„„„,„„,„„, 9-101 Y/9 SEWED LIFT STATIO\ LEVEL CO\TOL SCALE: 1/2"=1'-0° CONTEGRA MODEL SLX-130 LEVEL TRANSDUCER M634 LEGE\D A- CW PW V- RWL SAN VAC EG PG GE\E COMPRESSED AIR DOMESTIC COLD WATER PROCESS WATER VENT RAIN WATER LEADER SANITARY WASTE PROCESS VACUUM ETHYLENE GLYCOL PRESSURE GAGE SAL \OTES 1. REFER TO SHEET 9-YRD-M2 FOR EQUIPMENT SCHEDULES. 2. SEE ELECTRICAL DESIGN PACKAGE FOR PUMP POWER AND CONTROL WIRING. VAUGHAN SE -SERIES SUBMERSIBLE CHOPPER PUMP MODEL #SE3F WITH EXPLOSION PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM AND RECIRCULATION NOZZLE ASSEMBLY. VAUGHAN SE -SERIES SUBMERSIBLE CHOPPER PUMP MODEL #SE3F WITH EXPLOSION PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM. 5. SANITARY SEWER PIPE SPECIFICATIONS: PIPING: STANDARD WEIGHT, SEAMLESS, GALVANIZED CARBON STEEL PER ASTM A53 GRADE A OR B. REFE FITTINGS: GROOVED MALLEABLE IRON WITH GRADE E GASKETS AND VICTAULIC COUPLINGS PER ASTM A47. E\ CE DAWI\GS TIFF 9—YRD, 109-000-4967—M6 SANITARY SEWER LIFT STATION 6500—D-105.TIF CO\ST UCTIO\ \OYES INSTALL NEW DUPLEX SUBMERSIBLE SUMP PUMPS TO OPERATE LEAD/LAG. LEAD PUMP TO BE RECIRCULATING TYPE. INSTALL RAIL SYSTEM TO ALLOW REMOVAL FROM SUMP FOR MAINTENANCE PURPOSES. INSTALL REMOVABLE SUMP LID TO ALLOW SUMP PUMP REMOVAL. FASTEN STEEL GUIDE RAIL BRACKET TO EDGE OF SUMP ACCESS HOLE. PROVIDE CONTEGRA MODEL SLX 130 LEVEL SENSOR WITH PIPE MOUNTING BRACKET KIT. SEE DETAIL M634 © INSTALL LEVEL CONTROLLER ON THE SOUTH WALL. 6 RUN THE WIRE FROM THE SENSOR TO THE CONTROLLER. OCT. 0 ZQ r0. RECEIVED CITY OF TU KVVI LA SEP 25 2015 PERMIT CENTER ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 RELOCATE SANITARY DRAIN AND VENT PIPING INLET TO SUMP TO THIS LOCATION. REUSE EXISTING PIPING IF POSSIBLE. NEW SANITARY DRAIN AND VENT PIPING TO MATCH EXISTING. 3/4" SCH 80 PIPE. RUN TO 1-1/2" ABOVE FINISHED FLOOR. SEAL ANNULAI AftrgvitfkififtlfoR PIPE AND CONCRETE. CODE COMPLIANCE APPROVED MOUNT ABOVE NORMAL HIGH W TER LEVEL IN SUMP. SEP 30 2015 2' 1' 0 1' SCALE: 1/2' _ City of Tukwila G DIVISION 3oo9 urth Ave NE, Suite ioo Bellevue WA 98004 425.628.6000 woodharbinger.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE REPLACE DC SEWER LIFT STATIONS D22403-01 WH GPB 09.15.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN TJ B DATE 09.15.15 CHECKED SUBTITLE Y/9 LIFT STATION PLAN, SECTIONS & DETAILS ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER REPLACE DC SEWER LIFT STATIONS BUILDING 09-101 CURRENT REVISION D22403-01 SHEET SYMBOL DATE 09.15.15 SYM 1- 8"STILL WELL M554 COVER DETAIL LIFT STATIO\ DETAIL SCALE: ,ia =, —o (Th M554 SEWER LIFT STATION #1 8" SAN CORE DRILL AND SEAL WATERTIGHT USING LINK —SEAL OR OTHER APPROVED SLOPE AT 1/4" PER FOOT DOWNWARD TOWARD LIFT STATION #1. —SEE 9-101-1M115 FOR CONTINUATION M F L�. r 1 "0 CORE DRILL AND SEAL WITH VULKEM 116 SEALANT UNISTRUT GRADE 8" SAN -------------t LIFT STATION DETAIL --Y2"OD 0.035" TYPE 304 S.S. 18" UNDERGROUND LIFT STA #1 CONTROL PANEL M554 /�Tl \7/\j-* <77z7 (8" VITRIFIED CLAY) SECTIO\ SCALE: 1/4"=1'-0" PROPERTY LINE 22"WTR MAIN \ �\ INVERT EL. 8.77' 5'-0" 8" 0 CAST IRON PIPE (TYP) M554 ULTRA —SONIC LEVEL CONTROLLER MODEL DCR-1006, TRANSDUCER MODEL DST-1002 SCIENTIFIC TECHNOLOGIES INC. 6X3 BUSHING PVC SCH80 6"PVC SCH80 FLANGE 6X6X3 RED. TEE PVC SCH80 EL. 50" (SET POINT 4) HIGH LEVEL ALARM (100%) EL. 45" (SET POINT 3) �— STARTS LAG PUMP (90%) EL. 35" (SET POINT 2) STARTS LEAD PUMP (70%) EL. 15" (SET POINT 1) STOP PUMPS (30%) 3X1 BUSHING THREAD PVC SCH80 01 NORMALLY CLOSE VALVE TOP OF SUMP AIR VENT 6" BELOW TOP OF SUMP 6"PVC SCH80 FIELD VERIFY EXIST. 1'-0'x2'-0" TELEPHONE DUCT / v/\y REMOVE EXISTING HATCH COVER APG ULTRASONIC LEVEL SENSOR DST-1002 E APG ULTRASONIC LEVEL CONTROLLER DCR-1006 12" ABOVE THE BOTTOM OF SUMP BOTTOM OF SUMP \\\\\\\\\`\\\\\\\\\\\\\\\\\\ SEWED LIFTS AT 9-C8 & ULTRA-SC\IC LEVEL CO\ SCALE: ,/z°—r—a" 3" 0 BOLLARD 8"(TYP. OF 2) 4'x3'-6"x6" CONCRETE PAD 120 GAL AUTOFEED SYS. OF SLB-200, POLY ROTONICS TANK REVISION LIFT STATION #1 PATTIAL PLAN SCALE: 1/4" =1'-0" (1� 09—YRD—M554 1y115 Y2"OD ANTI —SYPHON VALVE, GRIFFCO BPT050S (i) 9-52 TOOLS TNM518ITNM518 SECTIO\ D SCALE: 1 "=1'-0" M554 8x6 REDUCER- 6" FLG FILLER x3"± 6"FLG & PE 6" 45' SECTIO\ SCALE: 1/2"=1'-0" 6" FLOW METER TRANSMITER MAGNETIC TYPE TRUE WYE PLG ADAPTER M554 MANHOLE COVER 9-52 SEWER LIFT 109SEWER M554 ti a) I WET WELL BELOW 1 "VENT WET WELL REMOVE EXISTING ULTRA —SONIC LEVEL CONTROLLER AND REPLACE WITH 8" BLIND FLANGE. ABANDON LEVEL CONTROL ASSEMBLY IN PLACE. 3"RF FLG. ON LEVEL CONTROL SYSTEM IN PLACE EL 50" HL ALARM EL 45" START LAG PUMP EL 35" START LEAD PUMP EL 15" STOP PUMP 8"BLIND FLG. �/`j/j�jjj�jjj�jjj\%j7jj/jjj\jjj\�j/j j/,/, j' �j/\ j �j/�/ <-' ,\\// // /, SECTIO\ SCALE: 1/4"=1'-0" MANHOLE C M554 EDGE OF LANDSCAPE APG ULTRASONIC LEVEL CONTROLLER/SENSOR CONTROLLER DCR-1006 SENSOR DST-1002 109SEWER M554 EDGE OF LANDSCAPE 9-08 SEWER LIFT � SCALE: 1/4"=1'-0" 8"STILL WELL M554 i"IP DRAIN HEAVY DUTY FRAME COVER, NEENAH FORY R-6016 (OR EQUAL) ti ti 11 109SEWER M554 ti PUMP ROOM BELOW ELEC. {—CONDUIT VETR E\CLOSURE DETAIL SCALE: 1'=1'-0" M554 9-101-1M115 LEGE\D GE\RAL \OTES .EFRE\ CE DAW\CS TIFF 9—YRD, 109-000-4043 SEWAGE METERING SYSTEMS PLUMBING FIRST FLOOR PLAN CO\ STUCTI0\ OYES REMOVE EXISTING DUPLEX DRY WELL PEDESTAL SUMP PUMPS AND DISCHARGE PIPING UP TO CHECK VALVE. REMOVE EXISTING SUMP PUMP. REMOVE ALL SENSORS AND METERS USED FOR MAINTAINING PH AND DETECTING COMBUSTIBLE GASES/VAPORS. REMOVE PIPE SPOOL. THE LENGTH OF THIS SPOOL WILL HAVE TO BE CHANGED TO MATCH UP WITH NEW DISCHARGE OF PUMP. RECEIVED CITY OF TUKWILA SEP 2.5 2015 PERMIT CENTER ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 BY APPROVED DATE SYM REVISION BY APPROVED DATE CONVERTED 09—YRD TIFF 109-000-4043 TO ACAD S.RUDELL 11.11.08 E BTE TEST FRAME UTILITIES Sc TOOL — IFC WH_12031.005 WH ACP 05.24.12 A B C SAFETY POLE FOR TANK STANDARDIZE SEWER LIFT SENSORS 10017144-11 575680-00 BTE TEST FRAME CONTROL ROOM — 90% IFR WH_12031.003 D BTE TEST FRAME CONTROL ROOM — IFP WH_12031.003 M.WONG M.WONG WH WH RWS GV ACP 03.10.09 04.06.12 04.13.12 F G BTE TEST FRAME UTILITIES — IFC REVISION WH_12031.005 9-101 NORTH, SOUTH & Y/9 — IFC D22403-01 WH WH ACP GPB 06.07.12 09.15.15 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL DATE 11.07.08 CHECKED ENGINEER SUBTITLE 1' OCTi 0. 2. 2R 13 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 City of Tukwila BUILDING DIVISION 4' 2' 0 2' 4' 8' SCALE: 1/4" _ 2' 1' 0 1' — 0" 1' SCALE: 1/2" = 1' — 0" 6" 0 6" 1' 2' SCALE: 1" = 1' — 0" 4 2' Ail ood drioer 3oog iizth Ave NE, Suite zoo Bellevue WA 98o04 425.628.6000 vvoodharbinger.com LIFT STATION #1 PLAN, SECTIONS & DETAILS CURRENT REVISION D22403-01 SYMBOL DATE 09.15.15 CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER REPLACE DC SEWER LIFT STATIONS 09 YARD SHEET CPECK: 8/17/2015 7:40:07 AM AR 3LOWE SCHELE MARK SERVES TEMP CFM TOTAL S.P. IN W.G. RPM MOTOR BLOWER HP VOLTS PHASE HERTZ ARRANGEMENT REMARKS AB-1 9-101 NORTH LIFT STATION #1 AMB 180 0.5 1750 1/2 115 1 60 UPWARD BLAST DIRECT DRIVE TWIN CITY MODEL CIW SIZE 705 AB-2 9-101 SOUTH LIFT STATION #2 AMB 180 0.5 1750 1/2 115 1 60 UPWARD BLAST DIRECT DRIVE TWIN CITY MODEL CIW SIZE 705 SEWAGE PVP SCHEDLE MARK SERVES FLUID TEMP GPM HEAD RPM MOTOR PUMP REMARKS P—Y9A 9-101 Y/9 LIFT STATION SANITARY SEWER AMB 100 23 1750 5 460 3 60 SUBMERSIBLE RECIRCULATING VAUGHAN CHOPPER PUMP MODEL SE3F W/EXPLOSION PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM RECIRCULATION NOZZLE ASSEMBLY P—Y9B 9-101 Y/9 LIFT STATION SANITARY SEWER AMB 100 23 1750 5 460 3 60 SUBMERSIBLE VAUGHAN CHOPPER PUMP MODEL SE3F W/EXPLOSION PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM 9— K LIFT STATION S R SEWER PEDESTAL 9-101 K 22 0 SANITARY E � DRYWELL ED L P-101NA 9-101 NORTH LIFT STATION #1 SANITARY SEWER AMB 450 20 1170 5 460 3 60 DRYWELL PEDESTAL VAUGHAN CHOPPER PUMP MODEL PE4K P-101NB 9-101 NORTH LIFT STATION #1 SANITARY SEWER AMB 450 20 1170 5 460 3 60 DRYWELL PEDESTAL VAUGHAN CHOPPER PUMP MODEL PE4K P-101SA 9-101 SOUTH LIFT STATION #2 SANITARY SEWER AMB 450 20 1170 5 460 3 60 DRYWELL PEDESTAL VAUGHAN CHOPPER PUMP MODEL PE4K P-101SB 9-101 SOUTH LIFT STATION #2 SANITARY SEWER AMB 450 20 1170 5 460 3 60 DRYWELL PEDESTAL VAUGHAN CHOPPER PUMP MODEL PE4K P-08LSA LIFT STATION SEWER AMB 1050 27.5 1180 15 460 3 60 RECIRCULATING G CH ER P EL P N PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM RECIRCULATION NOZZLE ASSEMBLY P-08LS6 9-008 SEWER LIFT STATION SANITARY SEWER AMB 1050 27.5 1180 15 460 3 60 SUBMERSIBLE VAUGHAN CHOPPER PUMP MODEL S6W W/EXPLOSION PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM P-52LSA 9-052 SEWER LIFT STATION SANITARY SEWER AMB 265 40 1765 7-1/2 460 3 60 SUBMERSIBLE RECIRCULATING VAUGHAN CHOPPER PUMP MODEL S3L W/EXPLOSION PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM RECIRCULATION NOZZLE ASSEMBLY P-52LS6 9-052 SEWER LIFT STATION SANITARY SEWER AMB 265 40 1765 7-1/2 460 3 60 SUBMERSIBLE VAUGHAN CHOPPER PUMP MODEL S3L W/EXPLOSION PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM P-53LSA 9-053 SEWER LIFT STATION SANITARY SEWER AMB 150 24 1750 3 460 3 60 SUBMERSIBLE RECIRCULATING VAUGHAN CHOPPER PUMP MODEL SE3G W/EXPLOSION PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM RECIRCULATION NOZZLE ASSEMBLY P-523SB 9-053 SEWER LIFT STATION SANITARY SEWER AMB 150 24 1750 3 460 3 60 SUBMERSIBLE VAUGHAN CHOPPER PUMP MODEL SE3G W/EXPLOSION PROOF MOTOR AND SPARK RESISTANT GUIDE RAIL SYSTEM SvP DUvP SCHED LE MARK No. SERVES GPM HEAD FT H2O RPM MOTOR PUMP TYPE REMARKS HP VOLTS PHASE HERTZ SP-101N 9-101 NORTH LIFT STATION #1 48 20 1750 1/2 115 1 60 SUBMERSIBLE NON —CLOG LIBERTY LE50 SUBMERSIBLE SEWAGE PUMP SP-101S 9-101 SOUTH LIFT STATION #2 48 20 1750 1/2 115 1 60 SUBMERSIBLE NON —CLOG LIBERTY LE50 SUBMERSIBLE SEWAGE PUMP On 0 2 21313 `AT�'fyt^U} ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 SYM A REVISION REPLACE DC SEWER LIFT STATIONS D22403-01 9-101 NORTH, SOUTH Sc Y/9 — IFC D22403-01 BY WH WH APPROVED GPB TJB DATE 09.01.15 09.15.15 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN C. PECK CHECKED G. BRUCE T. BRYANT CHECKED G. BRUCE APPROVED APPROVED DATE SUBTITLE 08.11.15 MECHANICAL SCHEDULES - DC SEWER LIFT STATIONS 08.11.15 08.11.15 08.11.15 TITLE GENERAL REPLACE DC SEWER LIFT STATIONS 09 YARD CURRENT REVISION D22403-01 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER SYMBOL w 3009 with Ave NE, Suite Too Bellevue WA 98004 425.628.6000 woodharbinger.com 09.15.15 CNI o�. w a U GRADE LIFT STATIO\ PA TTIAL PLA #1 1 SCALE: 1/4'' =1'-0" LIFT STATIO\ #1 DETAIL SCALE: 1/4" =1'-0" M554 SEWER LIFT STATION #1 8" SAN (7) CORE DRILL AND SEAL WATERTIGHT USING LINK -SEAL OR OTHER APPROVED r) SLOPE AT 1/4" PER FOOT DOWNWARD TOWARD LIFT STATION #1. —SEE 9-101-1M115 FOR CONTINUATION L "I" 1 "0 CORE DRILL AND SEAL WITH VULKEM 116 SEALANT UNISTRUT J /7'/r '\/i%ce ,�,. :'• . ;. :.. WET WELL A AA 8"FLG & PE 1'-1 ��t... j\�,jx\\;A\/\% '' INVERT EL. %�//11.35' DRY WELL 8" SAN LIFT STATION DETAIL ��Y2"OD 0.035" TYPE 304 S.S. 18" UNDERGROUND LIFT STA #1 CONTROL PANEL rl I-1 I-1 ti INVERT EL. 1.72' (E)8" 0 SUCTION (E)8" 0 ISOLATION VALVE M554 \\A 8"x6" REDUCER S ECTI O SCALE: 1 /4"=1'-0" (8" VITRIFIED CLAY) DISCHARGE PIPING 6"0 DISCHARGE PIPING, FIELD VERIFY LENGTH 6"x4" REDUCER 4" ELBOW <ri,<%i :(����fj�, 1'-0'x2'-0" "\'�\'\\�% TELEPHONE DUCT 22 WTR MAIN INVERT EL. ! 5'-0" 8" 0 CAST IRON PIPE (TYP) A� M554 102" HIGH LEVEL ALARM (SET POINT 4) 94" START LAG UP (SET POINT 3) 70" START LEAD PUMP (SET POINT 2) 39" PUMP STOPS (SET POINT 1) 3"0 BOLLARD 8"MP. OF 2) BFP I SEAL WITH CORD COUPLER SLX 130 PIPE MOUNTING BRACKET KIT CONTEGRA MODEL SLX-130 LEVEL TRANSDUCER TOP OF SUMP MINIMUM 6" ABOVE THE BOTTOM OF SUMP BOTTOM OF SUMP \\\`\\\\\\\\\\\\\\\\\\\\\\\\ 9-008 SEW LEVEL CO\ H LIFT STATIO\ TOOL E SCALE: 1 /2"=1 '-0" 4'x3'-6"x6" CONCRETE PAD 120 GAL AUTOFEED SYS. OF SLB-200, POLY ROTONICS TANK REVISION CONVERTED 09-YRD TIFF 109-000-4043 TO ACAD SAFETY POLE FOR TANK B STANDARDIZE SEWER LIFT SENSORS 10017144-11 575680-00 C BTE TEST FRAME CONTROL ROOM - 90% IFR WH_12031.003 D BTE TEST FRAME CONTROL ROOM - IFP WH_12031.003 S.RUDELL M.WONG M.WONG 09-YRD-M554I1M115 APPROVED 11.11.08 03.10.09 04.06.12 04.13.12 )2"OD ANTI -SYPHON VALVE, GRIFFCO BPT050S REVISION E BTE TEST FRAME UTILITIES & TOOL - IFC WH_12031.005 F BTE TEST FRAME UTILITIES - IFC REVISION WH_12031.005 G 9-101 NORTH, SOUTH & Y/9 - IFC D22403-01 APPROVED 8"STILL WELL SECTIO\ SCALE: 1' =1'-0" 05.24.12 06.07.12 09.15.15 M554, 109SEWER M554 n M554 ACCESS HATCH MANHOLE COVER 8x6 REDUCER 6" FLG FILLER x3"± SE SCALE: 1 /2"=1 '-0" ACCESS HATCH 9-52 SEWE SCALE: 1/2"=1'-0" ti ACCESS HATCH — -A--6" FLOW METER TRANSMITE MAGNETIC TYPE (B M554 LIFT rJ WET WELL BELOW MANHOLE COVER TILTING HATCH COVER 109SEWER M554 8"STILL WELL M554 i"IP DRAIN HEAVY DUTY FRAME COVER, NEENAH FORY R-6016 (OR EQUAL) ti VIETE� DETAIL SCALE: 1'=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 71 ti TER SCALE: 1 /4"=1'-0" LIFT STATION (-1-* DETAIL M554 561 ti PUMP ROOM BELOW E\CL0SUE M554 ELEC. f CONDUIT DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED DATE 11.07.08 SUBTITLE GRADE z�. \„>,,'' WET WELL DRY WELL t\, i\, n A A ./ • \//jj/\`//`\jj\/j\/\jj\ /\//`/\\`\' 8" BLIND FLG. 8"BLD FLG. 5 EC IO SCALE: 1 /4"=1'-0" SP 01N M554 EDGE OF LANDSCAPE • • 4" AIR BLOWER DISCHARGE PIPING (E)3" SUMP PUMP DISCHARGE PIPING TO WET WELL AB 2 4 5" AIR BLOWER SUCTION PIPING ABANDON LEVEL CONTROL SYSTEM IN PLACE UNION, POC 3"0 PIPE 3"x2" REDUCER, THD'D 2" 0 PIPE EDGE OF LANDSCAPE 9-08 SEWED LIFT ('Ll--) 109SEWERIM554 1 OCT' 0. 2. 2Q C LECE\D GE\ERAL \OTES 1. REFER TO SHEET 9-101-M2A-X FOR EQUIPMENT SCHEDULES. 2. SEE ELECTRICAL DESIGN PACKAGE FOR PUMP POWER AND CONTROL WIRING. Y.. RECEIVED CITY OF TUKWILA SEP 2.5 2015 PERMIT CENTER ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 LIFT STATION #1 PLAN, SECTIONS & DETAILS MECHANICAL MASTER REPLACE DC SEWER LIFT STATI 09 YARD VAUGHAN PE -SERIES, VERTICAL, DRY PIT CHOPPER PUMP MODEL #PE4K WITH DUCTILE CAST IRON CASING, MECHANICAL SEAL REQUIRING NO SEAL FLUSH. TWIN CITY CAST IRON AIR BLOWER MODEL #705CIW WITH TYPE B SPARK RESISTANT CONSTRUCTION, DIRECT DRIVE, UPWARD BLAST, AND FLANGED INLET AND OUTLET. LIEBERT LE50 1/2 HP SUBMERSIBLE SEWAGE PUMP WITH PIGGY BACK ON/OFF FLOAT SWITCH, CAST IRON HOUSING AND IMPELLER, STAINLESS STEEL SHAFT AND HARDWARE, AND MECHANICAL SEAL. VAUGHAN S-SERIES SUBMERSIBLE CHOPPER PUMP MODEL #S6W WITH EXPLOSION PROOF MOTOR, SPARK RESISTANT GUIDE RAIL SYSTEM AND RECIRCULATION NOZZLE ASSEMBLY. VAUGHAN S-SERIES SUBMERSIBLE CHOPPER PUMP MODEL #S6W WITH EXPLOSION PROOF MOTOR AND SP T R Y 8. SANITARY SEWER PIPE SPECIFICATIONS: PIPING: STANDARD WEIGHT, SEAMLESS, GALVANIZED CARBON STEEL PER ASTM A53 GRADE A OR B. FITTINGS: GROOVED MALLEABLE IRON WITH GRADE E GASKETS AND VICTAULIC COUPLINGS PER ASTM A47. EFRE\CE DAWI\CS TIFF 9-YRD, 109-000-4043 SEWAGE METERING SYSTEMS 9-101-1M115 PLUMBING FIRST FLOOR PLAN CO\STUCTIO\ OYES PLUG pH SENSOR TAPS. INSTALL NEW CONTEGRA SLX130 LEVEL CONTROLLER WITH PIPE MOUNTING BRACKET KIT SEAL PENETRATION TO WET WELL ACCORDINGLY. INSTALL DUPLEX DRY WELL PEDESTAL STYLE VAUGHAN CHOPPER PUMPS OPERATING LEAD/LAG. INSTALL SUMP PUMP. SHIM PUMP AS REQUIRED TO MATCH CENTERLINE OF EXISTING SUCTION LINE FROM WET WELL. 4' 2' 0 2' 4' 8' SCALE: 1/4" = 1 2' 10 SCALE: 1/2" = 1' 6" 0 SCALE: NAPI -0" _ 17i 1: ■ __ REVIEWED FOR MPLIANCE ROVED SEP23 0 2015 f Tukwila BUILDING DIVISION ood arbiner CURRENT REVISION D22403-01 G NO. SYMBOL 3oo9 ll2th Ave NE, Suite too Bellevue WA 981304 425.628.6000 woodharbinger.com DATE 09.15.15 YRD-M55 10 13 44 AM CPECK: 9 /15 /2015 FRESH AIR INTAKE LEGE\D Aa 4 4a' M560 LIFT STATION #2 PARTIAL PLA\ M560 SCALE: 1/2" =1'-0" WET WELL INVERT EL. 2.62' (E)4"0 SUCTION LINE 4: 4" GATE VALVE POC 4 a4 4 ' a •d 09—YRD—M554 44. 4"x6"RED— 4•.4 4 4 M560 DRY WELL P 101sp POC SECTIO\ SCALE: 1/2" =1'-0" � 1 M560 4"0 AIR BLOWER DISCHARGE 6SAN DISCHARGE TO M.H. M560 M560 FRESH AIR INTAKE 4"0 AIR BLOWER DISCHARGE 4. 6SAN DISCHARGE TO M.H. INVERT EL. 12.95' (E)4SAN DISCHARGE (E)4" ISOLATION VALVE (E)4" CHECK VALVE POC 4"0 PIPE, FIELD VERIFY LENGTH 4" FLANGED ELBOW 4 dtl 444 DRY WELL . ;4a 44 4 SECTIO SCALE: 1/2" =1'-0" 4"0 AIR BLOWER DISCHARGE 5"0 AIR BLOWER SUCTION M560 as 4 . 4 4 4 4 4 A 4 A a (E)4SAN DISCHARGE DRY WELL �(E)4"SAN DISCHARGE PIN a4 • tl 4 d .A 4 p . . 4 4. a 4 4 o SECTIO\ SCALE: 1/2" =1'-0" 1 " 1 M560 65" HIGH LEVEL ALARM (SET POINT 4) 55" START LAG UP (SET POINT 3) TOP OF SUMP e'V r SEAL a' 48" START LEAD PUMP (SET POINT 2) 15" PUMP STOPS (SET POINT 1) BOTTOM OF SUMP A 4 d 4 4 4 'a 4 SLX130 PIPE MOUNTING BRACKET KIT CONTEGRA MODEL SLX130 LEVEL TRANSDUCER 1 8'-0" REF (FIELD VERIFY) MINIMUM 6" ABOVE THE BOTTOM OF SUMP 9-101 \OATH & SOUTH SEWER LIFT STATIC LEVEL CON-ROL 1 SCALE 1/2"=1'-0" M560, M554I M560 44 4 .. 4 A • 4 4. a • 4 •'p A A 4 (E)4SAN DISCHARGE —(E)4" ISOLATION VALVE DRY WELL (E)6SAN DISCHARGE ,(E)4SAN DISCHARGE —(E)4" ISOLATION VALVE \E)4» CHECK VALVE V►---` VALVE POC N POC 4"0 PIPE, N-4"0 PIPE, FIELD immmq FIELD VERIFY LENGTH VERIFY 114 LENGTH a 41 4.4 44. • '4 a 4 A SECTIO\ SCALE: 1/2" =1'-0" re" M560 GE\EAL \ OTES 1. REFER TO SHEET 9—YRD—M2 FOR EQUIPMENT SCHEDULES. 2. SEE ELECTRICAL DESIGN PACKAGE FOR PUMP POWER AND CONTROL WIRING. VAUGHAN PE —SERIES, VERTICAL, DRY PIT CHOPPER PUMP MODEL #PE4K WITH DUCTILE CAST IRON CASING, MECHANICAL SEAL REQUIRING NO SEAL FLUSH. TWIN CITY CAST IRON AIR BLOWER MODEL #705CIW WITH TYPE B SPARK RESISTANT CONSTRUCTION, DIRECT DRIVE, UPWARD BLAST, AND FLANGED INLET AND OUTLET. LIEBERT LE50 1 /2 HP SUBMERSIBLE SEWAGE PUMP WITH PIGGY BACK ON/OFF FLOAT SWITCH, CAST IRON HOUSING AND IMPELLER, STAINLESS STEEL SHAFT AND HARDWARE, AND MECHANICAL SEAL. 6. SANITARY SEWER PIPE SPECIFICATIONS: PIPING: STANDARD WEIGHT, SEAMLESS, GALVANIZED CARBON STEEL PER ASTM A53 GRADE A OR B. FITTINGS: GROOVED MALLEABLE IRON WITH GRADE E GASKETS AND VICTAULIC COUPLINGS PER ASTM A47. 3EFRE\CE NAWI\ GS TIFF 9-YRD, 109-000-4967-M6 SANITARY SEWER LIFT STATION CO\ STUCTIO\ \OYES MOUNT ABOVE NORMAL HIGH WATER LINE IN SUMP. 3/4" NPT PIPE PROVIDED WITH CONTEGRA SLX130 PIPE MOUNTING BRACKET KIT. RUN WIRE TO CONTROL PANEL, SEE DWG 09—YRD—E509. RELOCATE AIR BLOWER TO NORTHEAST CORNER OF DRYWELL. REROUTE 4" o BLOWER PIPING TO RECONNECT TO EXISTING PIPING. MATCH EXISTING PIPE TYPE AND INSULATION. EXTEND 5" 0 EXHAUST INLET TO 1'-0" ABOVE FINISHED FLOOR. 6> INSTALL SUMP PUMP. ISSUED FOR CONSTRUCTION SEPTEMBER 15, 2015 INSTALL DUPLEX DRY WELL PEDESTAL STYLE VAUGHAN CHOPPER PUMPS OPERATING LEAD/LAG. SHIM PUMP AS REQUIRED TO MATCH, EXISTING CENTERLINE OF 4" S SUCTION FROM WET WELL. RELOCATE EXISTING GATE VALVE TO ACCOMMODATE NEW PUMP AND 6"x4" REDUCER. OCTI 0. 2 2Q i0 1 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 3 0 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER 1' 2' 4' SCALE: 1 /2" = 1 ' — 0" ooil Harbinger 3oog 3.12th Ave NE, Suite ioo Bellevue WA 98004 425.628.6000 woodharbinger.com SYM REVISION REPLACE DC SEWER LIFT STATIONS D22403-01 BY WH APPROVED GPB DATE 09.15.15 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN TJB DATE 09.15.15 CHECKED SUBTITLE LIFT STATION #2 PLAN, SECTIONS & DETAILS CURRENT REVISION D22403-01 SYMBOL DATE 09.15.15 ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER REPLACE DC SEWER LIFT STATIONS 09 YARD SHEET JOB NOi 6 0D—M5