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Permit PG08-143 - MCDONALD'S
MCDONALD'S RESTAURANT 152b0 TUKWILA INTEI2NATIONAL BL PGO8-143 Parcel No.: 0043000090 Address: Suite No: CitOaf 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 PLUMBING /GAS PIPING PERMIT 15210 TUKWILA INTERNATIONAL BL TUICW Permit Number: Issue Date: Permit Expires On: PG08 -143 09/25/2008 03/24/2009 Tenant: Name: MCDONALD'S RESTAURANT Address: 15210 TUKWILA INTERNATIONAL BL , TUKWILA WA Owner: Name: COMISKEY ROBERT Address: C/O MCDONALD'S , 245 SW 193RD PL Contact Person: Name: DOUG BATES Address: 12131 113 AV NE, SUITE 103 , KIRIU,AND WA Contractor: Name: SPECTRUM ENTERPRISES LLC Address: 10025 S TACOMA WY #8 , LAKEWOOD WA Contractor License No: SPECTEL968MA Phone: Phone: 425 - 242 -2411 Phone: 253 539 -4766 Expiration Date: 07/01/2010 DESCRIPTION OF WORK: INSTALLATION OF DOMESTIC WATER, SANITARY SEWER AND GAS LINES TO SERVE NEW 5900 SQ FT FAST FOOD RESTAURANT. Value of Plumbing /Gas Piping: Fees Collected: $73,000.00 $851.13 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 1 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 1 its trap and vent, except for kitchen type 3 grease interceptors 0 0 Repair or alteration of water piping and/or water 18 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 6 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 0 Medical gas piping (6 +) inlets /outlets 0 7 Gas Piping 1 Gas piping outlets (0 -5) 5 4 Gas piping outlets (6 +) 1 * *continued on next page ** doc: UPC -10/06 PG08 -143 Printed: 09 -25 -2008 City 8 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 Number: PG08 -143 Issue Date: 09/25/2008 Permit Expires On: 03/24/2009 Permit Center Authorized Signature: 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. The granting of this pe construction or Signature: Print Name: it does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating ormance of work. am authorized to sign and obtain this plumbing /gas piping permit. Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -10/06 PG08 -143 Printed: 09 -25 -2008 Parcel No.: 0043000090 Address: Suite No: Tenant: • • 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 15210 TUKWILA INTERNATIONAL BL TUKW MCDONALD'S RESTAURANT Permit Number: Status: Applied Date: Issue Date: PG08 -143 ISSUED 05/01/2008 09/25/2008 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. * *continued on next page ** doc: Cond -10/06 PGO8 -143 Printed: 09 -25 -2008 • • 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: Date: ordinances governing or local laws regulating doc: Cond -10/06 PGO8 -143 Printed: 09 -25 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: G'ia irir. ci. tulirila. ira. us Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. ?K0(,0 0 Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: I SZI,cD QAc-tv. t %7 .c • Tenant Name: Mc.- 2--. Gota -P. Lc. C_- King Co Assessor's Tax No.: 004,0°i°a.16, 140,9e) Suite Number: Floor: New Tenant: ❑ Yes 71..No Property Owners Name: Mt: 1Denu.c.c Mailing Address: 12.13 1 113 4r A.m. Mlr .5 ltttaS City A IN- Stale 9 eo3q Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 15:1o‘.2 c IS./^a-t.--> Mailing Address: 12.-1-31 113 Mr— Suli L 103 E -Mail Address: o[Q v9 • %c - s. Q.- us . M^ cot Go Day Telephone: 4ZS . 242.. 241 1 City State Zip Fax Number: 42.5-• 2.9Z-•2.(4q a GENERAL CONTRACTOR INFORMATION — (Contractor .Information for Mechanical (pg 4) for. Plumbing and Gas Piping (pg 5)) Company Name: --r-‘-m) Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: 1,4 i> Ypacu tAt.Y...0 Mailing Address: -7(707 Nswuv Contact Person: 61112tS[o PHtlti \ . iDele42... sc (AC.. E -Mail Address: City QH State A?,o l7 Zip Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: P. 9 -1-12a1a • Cjz=!_kGV t.yT'1 Mt Mailing Address: i0626 him 7,a 1)`... PC..at t... 4IC) Contact Person: 1c- c. _ C c- ,'.1 -1 P- E. E -Mail Address: r ,1so d 4 Q \4ppliwtionstrorau -AppI Cenons On Line3 -2006 - Permit Application doc Revised. 9 -2006 bh Go .t- .trrGs ltac_ IaP.t.4+.-4 City Day Telephone: State 1 X33 Zip <12s $z.7 306.7 Fax Number: 42.S 82.7 2.'f& Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: —1--.S X) Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: _ Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 50, 400 Valuation of Gas Piping work (contractor's bid price): $ Z3.00 Scope of Work (please provide detailed information): IIA S-t- stekwa eG 'EX) M1[ S-ttc- 1.�1ATfr-,K- -. SA i-4 Abssin GAS L.1 Mica, r sEfW 4- 1.412,...^.3 00 SF- fizefp gfaSTaa 646 -rt" Building Use (per Int'l Building Code): 1/ la Occupancy (per Int'l Building Code): Q Z Utility Purveyor: Water: ,a,. b►S-j' 17.05- Sewer: \/AL. UV E. Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) 3 Wash fountain ' Gas piping outlets 4 Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic 1 Floor drain 1e Sinks '7 Dental unit, cuspidor Shower, single head trap Urinals 1 Dishwasher, domestic, with independent drain ' Lavatory Water Closet q Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and/or vent 1 Additional medical gas inlets /outlets - six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas Q:\Applications \Forms - Applications On Line'3 -2006 - Permit Application doc Revised' 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Buildinc and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR TI -IIS PERMIT. BUILDING OWNER AUTHORIZ}EDDGGENT: Signature: -rc 1 — Print Namertg R-LUE- Date: 4.30.08 Day Telephone: GIs, *27 3 O Mailing Address: (O (o c J - % ‘44.4 col L■i — 9 e Q City State Zip Date Application Accepted: 5- -I -06 Date Application Expires: Staff]ni( Q.1Applicai ons \Forms- Applications On Line \3-2006 - Pemui Application doc Revised: 9 -2006 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0043000090 Permit Number: PG08 -143 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 05/01/2008 Applicant: MCDONALD'S RESTAURANT Issue Date: Receipt No.: R08 -03359 Payment Amount: $683.30 Initials: WER Payment Date: 09/25/2008 01:38 PM User ID: 1655 Balance: $0.00 Payee: SPECTRUCM ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8476 683.30 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.0 99.30 000.322.103.00.0 584.00 Total: $683.30 1,)7 2 •. l+`^ AL ..iv,.. .u., doc: Receiot -06 Printed: 09 -25 -2008 • City of Tukwila O 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 SET RECEIPT RECEIPT NO: R08 -01449 Initials: BLH User ID: ADMIN Payee: D.R. STRONG CONSULTING ENGINEERS INC Payment Date: 05/01/2008 Total Payment: 373.58 SET ID: S000001021 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL08 -510 61.50 M08 -131 144.25 PG08 -143 167.83 TOTAL: 373.58 TRANSACTION LIST: Type Method Description Amount Payment Check 4345 373.58 TOTAL: 373.58 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.345.832.00.0 61.50 000/345.830 312.08 TOTAL: 373.58 1880 05/01 9711 TOTAL 373°58 Don! RECSETS -OR INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �-S Proje t: c 40a, n� Type of Inspection!) , -A.0 A f Ad lre :7 1 "-C . Date Called: Special Instructions: Zr Date Wanted 2 s - J 1 p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. 7 COMMENTS: E)(2) k•� L- p‘ o Inspector.. Dater - 2 El $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: INSPECTION RECORD Retain a copy with permit ?G a' -H3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION *' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �V- Pro: ( Type of Inspe Ion: , Address: 1 ?A 0 —r_ r� Date Called: j G 111 Special Instructions: Date Wanted: 2 - 'Z "''a.m c} q 1 p.m. Requester: Phone No 253— 3`7'7 - /A(5 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i.l. _ - ::-r---- Inspectt. Date: 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: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION; /X- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro a t: Type of Inspection: // 1` Address: 1 3210 -T -1- Date Called: S 014- Special Instructions: - Date Wanted: 2 - I G 05 Requester: N)\ Phone No: , . *- 77-71/i ❑ Approved per applicable codes. Corrections required prior to approval. /f COMMENTS: )61,,,ck S 014- n®.:' P(' („ C \- J 'lb() ( J \iJ A,,15- L 1.1 V1 N)\ (.01 ( oi .iF' 1•0A -1 t - U %- I IS Inspector eo Date: 2 - 1?-0 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: �I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r6 PERMIT NO. (206)431 -36j70 Pro'e rk Type of Inspection: () e:.9 A,S 4.1(1\ 7.--X. Address: ` 1S U T 1 Date Called: Special Instructions: f Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: )s p5; Inspector: Date: ❑ $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: 09 -08 -2008 Department of Community Development DOUG BATES 12131 113 AV NE, SUITE 103 KIRKLAND WA 98034 RE: Permit Application No. PG08 -143 15210 TUKWILA INTERNATIONAL BL TUKW Dear Permit Applicant: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current permit application files, it appears that your permit application applied for on 05/01 /2008 , has not been issued by the City of Tukwila Permit Center. Per the Uniform Plumbing Code and/or International Fuel Gas Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 10/28/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 10/28/2008 . If it is determined that an extension is granted, your application will be extended one time only, for an additional 180 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall it Technician Permit File No. PGO8 -143 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • D.R. STRONG CONSULTING ENGINEERS_ June 6, 2008 Project No. 07052 Brenda Holt/Joanna Spencer City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Tukwila McDonald's PG08 -143 Ms. Holt and Ms. Spencer: This letter is in support of the Tukwila McDonald's project in regards to the Plumbing and Gas Permit. After careful review of the comment letters dated May 15, 2008 from Joanna Spencer our response is as follows: 1. Please show North Arrow on your Plans. All civil drawings have the appropriate north arrow. A north arrow was added to sheet 3.1 to assist your review. 2. As a reference, please submit a copy of your site plan, mentioned in Key Notes on sheet no. P1.2, so Public Works can verify, if points of connections are shown correctly. Copies of the Architectural Site Plan have been enclosed with this resubmittal for reference purposes per the request. Additionally, copies of the sewer /water plans have been included to show the connection points to the sewer and water services. Should you have any questions regarding this issue, please do not hesitate to contact me. Sincerely, D. R. STRONG Consulting Engineers Inc. Travis W. Price, ASLA Landscape Architect/Sr. Design Engineer/Wetland Ecologist TWP Enclosures CC: Doug Bates Engineers P'anners RECEIVED CITY OF TI KW?, f, 'JUN 0 6 2008 CORRECTION T :107101070521Letters1080606 -PG Permit Response.doc , n:•n , F. I -, :11 • H.n• 1,1,1:1, :r 9 ;1, . 12 , P _b_40. I. 3 7,;11 i : I 1, Survt.yni ti • • Plan Review Response DATE: June 2, 2008 TO: Tukwila Building Division c/o Dave Larson Senior Plans Examiner Plan Review Comments Re: Permit No. PG08 -143 FROM: McDonald's USA, LLC 2111 McDonald's Drive Dept. 043 Oak Brook, IL 60523 Phone: 630 - 623 -6207 RE: McDonald's Restaurant 73 Rainer Ave. South Tukwila, WA Jason Greenberg c/o McDonald's Corporation 2111 McDonald's Drive Oak Brook, IL 60523 The following is an item by item response to the plan review's comments for the above mentioned project: Building Division Review Comments 1. The sewer district would like all wasted pipe to run through the grease interceptor with the excemption of the toilet rooms. Please revise drain, waste and vent plans as necessary. Response: Revised sheets P1.2 and P3.1 to comply. 2. Floor drains need trap primers unless it can be demostrated that cleaning procedures would supersede the need for them. Please add trap primers to plans or provide documented procedures that will assure traps won't dry up. Response: Revised sheet P3.1 to include "Trap Primer Detail ". RECEIVED CITY OF TUKWILA JUN 0 6 2000 If you need further clarification on any of this information, please feel free to o tact MAT RMlTCENTEP Thank you for your attention on these matters. j Sincerely, Jason Greenberg State of Washington License No. 42241 JG /pmp Cc: File CORRECTION LTR #�_ Ptipt3*-143 May 19, 2008 • City of Tukwila O Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Doug Bates 12131 — 113th Avenue NE, Suite 103 Kirkland, WA 98034 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -143 McDonald's Restaurant —15210 Tukwila International BI Dear Mr. Bates, This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. Building Department: Dave Larson at 206 - 431 -3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. PGO8 -143 P:\Permit Center\ Correction Letters\2008\PG08 -143 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Dave Larson, Senior Plan I Examiner Building Division Review Memo Date: May 19, 2008 Project Name: McDonalds Permit #: PG08 -143 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The sewer district would like all waste pipe to run through the grease interceptor with the exception of the toilet rooms. Please revise drain, waste and vent plans as necessary. 2. Floor drains need trap primers unless it can be demonstrated that cleaning procedures would supersede the need for them. Please add trap primers to plans or provide documented procedures that will assure traps won't dry up. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • o PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 15, 2008 PROJECT: McDonalds PERMIT NO: PG08 -143 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please show North arrow on your plans. 2) As a reference, please submit a copy of your site plan, mentioned in Key Notes on sheet no. P1.2, so Public Works can verify, if points of connections are shown correctly. P: joanna/comments 1 PG08 -143 • PERMIT COORD COpy PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -143 DATE: 6 -6 -08 PROJECT NAME: MCDONALD'S RESTAURANT SITE ADDRESS: 15210 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: �C 6- But ding ,�,ision 0) Works C Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete L Comments: Incomplete ❑ DUE DATE: 6-10-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R UTING: Please Route Structural Review Required E REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 7 -8 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • PLANPh C. • RD COPY ti /ROUTING SLIP ACTIVITY NUMBER: PG08 -143 DATE: 5 -1 -08 PROJECT NAME: MCDONALD'S RESTAURANT SITE ADDRESS: 15210 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bunding Dlivi"sionA Public Works (�_CAAA Fire Prevention Structural Planning Division Li ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete uX Incomplete n DUE DATE: 5 -6 -08 Not Applicable El Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 6-3 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only I �� CORRECTION LETTER MAILED: Departments issued corrections: Bldg V Fire ❑ Ping ❑ PW Staff Initials:, IVLv // Documents/routing slip.doc 2 -28 -02 MAY -22 -2008 19:42 or. STRONG 05/22/08 17:33 FAX 42524224 MCD DEVELOPMENT City of Tukwila • 425 827 2423 P.05/13 a 005/013 Department of Community Development 6300 Southccnter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:' 206 -431 -3670 Fax: 206 -431 -3665 Web site: http; / /wwtiv_ci.tukwila.wa.us i �rrrr��Nrn�prr. x� r1t!5 r, ,V;. «r {'0:1' qu'1 jIRSa i! r' gin+ ,rflr �r� r dpl� irk V ilr'1 %t1 , 1 1 ' �b r'}i+A�M;Jl 1. 6errt∎u$1:4 1f(ri '1!rl1rc'!.rl f+ ,1 lTrr ,Ur 40100, .+gn fir, 1- ,� 1 + tp, '•"arr , •n4l.1 rrr ' "rS1 :',4 � E1 �;�{�r, ' !sl , h,,�%�� +4'!r�tl�l I1 +1 {r`�, G" ra' %� �! ,h,�' �1l J !y ! , ' ;'+ X41 + 1 ''r , ,{ I" riwl n ' 'rr'' :h . 1Mt" ' 1� 4 .r , 71,�1�re + „rwr hlrli , "i�G.• , u�,7� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc, Date: Plan ChcckfPermit Number: PG08 -143 ❑ Response to Incomplete Letter # E Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: MCDONALD'S RESTAURANT Project Address: 15210 Tukwila International B1 Contact Person: Doug Bates Phone Number: 4et' 2'f 2 Zy I ( Summary of Revision: Fttea1M GC. (104e.c S14t4A-TVILA.) SHcons. P I.Z $ P 3• ( 4 L C PY 4g(J4, S Kt. !P' { r I cmrycoF i1 !JUN 0 6 Sheet Namber(s): ETC ,_ "Cloud" or highlight all areas of revision including date Received at the City of Tukwila Perrnit Center by: 1�Entered in Permits Plus on (.Q` lQ r.:38- o revision ∎ _ / _ ∎a pplicationsCfOrmsapplimtians on linelrcvision submittal Created: 8 -13 -2004 Revised: MLA 2000 Untitled Page • General /Specialty Contractor A business registered as a construction contractor with LFtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SPECTRUM ENTERPRISES LLC 2535394766 9810 48TH AVENUE EAST TACOMA WA 98446 PIERCE LIMITED LIABILITY COMPANY UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602207379 ACTIVE SPECTEL968MA CONSTRUCTION CONTRACTOR 7/1/2004 7/1/2010 GENERAL UNUSED Business Owner Information Name Role Effective Date Expiration Date PLATT, STEVEN PARTNER /MEMBER 07/01/2004 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY it INDEM CO 543065C 07/01/2004 Until Cancelled $12,000.00 07/01/2004 Insurance Information Page 1 of 2 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 MARKEL AMERICAN INS CO 8521 RS0048330 07/01 /2007 07/01 /2009 $1,000,000.00 06/24/2008 4 MA INS WAC460189 07/01/200707/01 /2008 $1,000,000.0006 /29/2007 3 CORNHUSKER WAC460189 07/01 /2006 07/01/2007 $1,000,000.00 06/08/2006 https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= SPECTEL968MA 09/25/2008 GRAPHIC SCALE 10 0 10 20 40 FOUND RR SPIKE IN POWER POLE ELEV. = 332.68 DE 4 WET TAPING 'TEE ON / EXISTING 10" D.I. PIPE 1-4* G.V WITH BLOCKING LF 4" D.I. (PUBLIC/ OWNERSHIP) 1-457BENQic D.I. y RIM = 334. INV = 332 /2" PVC DRAIN 0 0.01 FT/FT TO NEAREST CATCH BASIN. 1 INCH = 20 FT. LF -4-r& 6 3'; i s Al / :/l6R:YT --- i , ' SIDE SEWER':::' - 21 i C 06.5. ) S 2 A N 1. 1 T T R V -Iv' I SIDE SEWER 0.02 Fr/FT 6" WYE LE. 32940 '"-.01.111..ET/ I.E.3 .11 334.81 PLUGGED CLEAN TS, / ADAPTORS Algri0,11:: • =:-.4 PER (CAY:T.L SYANDARD P 02),„ 30,3. 2E3.6 0H 0. ---,- FIRE SPRINKLER INTAKE FIELD VERIFY, - 331.00 , I.E. EX!S11NG (5 DEEP AT ' TO BE PLUQ4 ,I 4 G 1" IFIF WATER /METER AND 'BACKFi.OW PROTECTION CE (TO B REUSEDIFQR IRRIGATION) , STALL 1 1" PVC E AND ..21* G.V. AFTER BACKFLOW' DEVICE, EXISTING FIRE ,,, ' '---. ' HYDR NT / 6" LEANOUT,/AND INSP 3302 C.O.T. ST NDARD PLAN SS-02) NEW 6" SANITAR SADDIX AT EXI I h ( (6" S.S. ‘, B AT E F.D.C. F OM FIRE / • 4" FIRE SPRIWLER MAIN (PRIVATE' oWNERSHIP) ,(DIA. VERIFY BY FIRE SP, INKLER 00NIRACTOR) ±3/ LF 4" \ DJ. PUBLIC / OWNERSHIP) / 1 SAN. SWR. MH- RIM = 3362 INV = 3286 CD Q. • EXIST1Nq'15" CONCRETE SANITARY , //i S'D i/6\ / EXIST EXISTING 10" SEWER 0 SLOPE 0.0136 FT/Fr; /.4 ; THIN 50' HYDRANT / /\ CONCRE SANITARY SEWE STUB / E 1t. AN I.E. AT - E MAIN 422.5) AND AS NDONED INPLACE AT\ THE / PROPE TY UNE / I to u.4 LP SEWER STUB TING 15" MAIN MAIN) 327.11 MAIN) 327.29 POST S.W. TIE BOLT ON TRAFFIC SIGNAL POLE ELEV. 332,09 DATUM NAVD88 • 1. L.).‘ f„) 1,3 (3 0) \ ■ \ \ ) ji CB RIM = 331.1 INV 328.2 CVE/ CB fi •RIM = 331.0 IN V = ,/ CB 1 RIM = 330.8 INV -= 328.7 1 1 4.3 24.4 1 OP - FP tIj ''41•• Pe a LE. 328.91 4 LF 6" PVC 0 0.02 FVFT 10 -526 - RIM = 331.0 INV = 323.8 ' /1 HH rsP. DOUBLE DETECTOR CHECK VALVE AND VAULT ,(PRIVATE OWNERSHIP) (PER KC.W.D. 125' ' STANDARD DETAILS 14A, B AND. C) VAULT MODEL 577-LA OR APPROVED EQUAL 4'-8"(W);7*-0"(L);7 (LOUT' VAILT COVER SCL80 NO 57-T-42E TOP SECTION TO BE VERIFIED BY FIRE SPRINLER CONTRACTOR Mt ?oH ' 1 T KW I L. ' PP , 44 TSC - ''. CB RIM -= 330.0 INV = 328.7-3 1 S c'D 3 V/. EXISTING ir DOMESTIC WATER METER - GE 3 (TO BE REUSED FOR DOMESTIC SERVICES) RIM ---- 330.4 11 2PE. PIPE WATER SERVICE UNE FROM EXISTING 1X" WATE _METER__ -0-- (PRATE OWNERSFIIP) FIE LOCATED 6 P ‘s MI-I N 88'10'53" w FIRE SPRINKLER AND SIDE SEWER PLAN AND COVER SHEET SS LEGEND PER SURVEY PROVIDED BY TIM HANSON .4 : 6" WYE I.E. 330.95 6" WYE I.E. 329.62 26 LF 6" PVC O .02 Fr co #2 a. (`,1• 4 SW 1 /4 SECTION 22, TOWNSHIP 23 N, RANGE 4 E, W.M. cD NALD• G 4 4 L. 25 LF 6" PVC 0 0.02 FT/FT INLET 1 c .E. ,GAL. 760E*INTERCEPTOR rstoGAIppv 01 EL„,f_324'.94 77' :71-.7 4 284.4 24 '810 53' 105.18' CB RIM = 329.9 INV = 329.0 777 , Tr 1.0 - 32 4 • 1 • 1 PIPE SERVICE J.D" TRASH CORRALttIPSE BIB. CONTRACTOR 2 TO FIELD tj.pcATE UNE FROM - - GATVALVE TO CORRAL 4tb CM 30. WT 4444 44 L., 4 Lii 0 TS a CONNECT TO BUILDING SERVICE UNE ±5 FROM BLDG. _8 r•') LAJ f LC) 0. 0 -0.8' •. . • INV ar" 0 6" CONC. -BLOCK WALL ASPHALT PAVING SEE: TRASH YARD DETAILS ; ON SHEET SD7 INSTALL . PLASTIC LAMINATE "NON-POTABLE WATER" -SIGN-- ON-HOSE -BIB. - • SI . -- s. -$ FORM MH RIM =• 326.7 ONC: PAD ENCROACHES . 4 • 4 •1,41.4 11\11./ - - 32 e osT 4 4 • • PP • • ▪ o • • s 1111111111111111 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. 1 GA 1' 1 -STORM 1 RIM = 326.4 'INV = 318.7 PP z ---BP BP G- G ---ML W--- NOTE: B4O.H. C,B. C.P. F. F.D.C. F.H. F.P. G.M. I. 0. V. L. M.H. P.T. R. 0.W. T.P. T.S. T.S.B. T.S.P. w. M. W.V. c3o BURIED POWER GAS MEDIAN LINE OVERHEAD TELEPHONE STORM DRAIN SANITARY SEWER WATER B. BOLLARD BUILDING OVERHANG CATCH BASIN CONCRETE PAD FIR TREE FIRE DEPARTMENT .CONNECTION FIRE HYDRANT FLAG POLE GAS METER IRRIGATION CONTROL VALVE LUMINAIRE Plar review approval Is subject to erro MANHOLE Approval of construcfion documents c. POWER TRANSFORMER RIGHT OF WAY TELEPHONE POLE TRAFFIC SIGN TRAFFIC SIGNAL BOX TRAFFIC. SIGNAL POLE WATER METER WATER VALVE SPOT ELEVATION • THE UTILITIES SHOWN HEREON, UNLESS SHOWN WITH SURFACE APPURTENANCES, ARE PER PUBLIC RECORD OR BASED ON PAINT PROVIDED BY OTHERS. PRIOR TO ANY CONSTRUCTION AND/OR EXCAVATION. THEIR EXACT LOCATION SHOULD BE DETERMINED BY ONE-CALL LOCATE AT 1-800-424-5555. NOTE: ADD 300.0 TO THE SPOT ELEVATIONS SHOWN TO CONVERT TO ACTUAL ELEVATIONS. 1F(19.J2 C • Permit Date:.,2 Ike the violation of any adopted code or ordin of approved Fi I d con . - I a r, • City of Tukwila ADING DIVISnti CALLING WATER DISTRICT NO. 125 STANDARD NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 1..,1 2. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKNG. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED ' BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WD #125 SPECIFICATIONS, AND (CITY OF TUKWILA/CITY OF SEA TAC/KING COUNTY) STANDARDS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7, ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH-ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLE, ALL HYDRANTS TO BE MUELLER. (ALL HYDRANTS IN CITY OF SEA-TAC TO BE IOWA). 9. CUT-INS AND LIVE TAPS TO BE MADE BO CONTRACTOR. WD #125 SUPERINTENDENT, ENGINEER AND (CITY OF TUKWILA/CITY OF SEA-TAC/KING COUNTY) INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT-INS, AND LIVE TAPS. 13. 3 Ih-FOOT MINIMUM COVER OVER ALL WATERMAINS. 14. DEVELOPER TO PAY FOR STATE, COUNTY OR CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO 125 SUPERINTENDENT. r-D 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKW1LA/SEA TAC/KING COUNTY PUBLIC WORKS ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, AND TO THE (CITY OF TUKWILA/CITY OF SEA-TAC/KING COUNTY) STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 2" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCKPILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TESTS REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-157. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE wrn-i (CITY OF TUKWILA/CITY OF SEA TAC/KING COUNTY) REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26, CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO 125 STANDARDS. RESTRAINED JOINT PIPE AND BENDS SHALL BE USED IN LIEU OF BLOCKS WHERE THERE ARE UTILITY PROXIMITY CONFLICTS OR WHERE BEARING SOIL HAS BEEN DISTURBED. 27. ALL BENDS INSTALLED AS PART OF CONNECTIONS TO EXISTING MAINS SHALL BE RESTRAINED WITH "MEGA-LUG" RETAINER GLANDS AND PROVIDED WITH THRUST BLOCKS. 28. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO. 125. 29. POLYETHYLENE PIPE (PE) SHALL BE HIGH DENSITY POLYETHYLENE PIPE PC200 IDR-7 MEETING REQUIREMENTS OF ASTM D-2239 AND AWWA C901. ALL FITTINGS AND JOINTS SHALL BE MADE WITH BRASS TEES AND FORD PACK-JOINT COUPLINGS AND ADAPTERS OR APPROVED EQUAL. APPROVED: DATE: WATER DISTRICT 125 VICINITY MAP SCALE: 1"=1000' S 152ND ST S 54TH ST ROJECT SITE 5 144TH ST INLET DIM. CONCRETE PLAN VIEW ADJUST , TO GRADE si El nil .11 so or r... --- ill alai NI mai 211111111MESEMNI 11111106311111111111ff _1 e IHGPECTION ig 1 I VENT PIPES GROUT ALL AROUND BOTH SIDES , SLOT 2/3 LENGTH 1/3 LENGTH SLOT BOTH SIDES 24' DIA. LOCKING FRAME & COVER AIR & GAS Tioi-rr 3 PLOS (2 PLCS ON 577-GA) OUTLET EWED FOR ODE COMPLIANC AP PROVED JUL 0 1 2008 frL fi tomb 1 SECTION A-A 1 1, REFER TO CHAPTER 8 OFjf HESE STANDARDS, 2. CONCRETE 26 DAY -.WMPRESSIVE STRENGTH = 4500 PSI 3. REBAR: ASTIVI A61,5 ORADE 60, 4, MESH: ASTM A-185 6RADE 65. 4. DESIGN: ACI-318-83 SUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5, LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO, a FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7, CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES, ONLY GRAY WATER, EXCEPT DISHWASHERS, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. • ivori • City of Tukwila PROJECT CONTACTS: APPROVED: DATE VALLEY 14EW SEVER DISTRICT SHEET: REVISION ill: 08.03 APPROVAL: S. SHELTON CONTACT/OWNER/APPLICANT MCDONALDS CORPORATION (PRIMARY CONTACT) 12131 113Th AVE NE, SUITE 103 KIRKLAND, WA 98034 CONTACT: DOUG BATES PHONE (425) 242-2411 FAX (425) 242-2498 EMAIL DOUG.BATESUS.MCD.COM ENGINEER D. R. STRONG CONSULTING ENGINEERS 10604 NE 38TH PLACE #101 KIRKLAND, WA 98033 ' CONTACT: RICHARD D. OLSON, P.E. RHONE: (425) 827-3063 FAX :':,(425) 827-2423 EMAIL: RICK.OLSONCIORSTRONG.COM City° IL 1 N „ • FORMULA SIZING CHART DESIGN Number Of Meal x Waste Flow x Retention x Storage Capacity er Peak Hours Rate Time Factor In Gallons 6000 IT GALLON CAPACf DIM "D" WATER DEPTH DIM 2500 ! TIMES mosoa 5 06-GA INIZIMEM 6 - IiiiMe/AFRZEI • ONERMOINIMMGO 10011111161MAIIIIMMINEEMEREilillifinillIEMIIIIIMAIIM 11.1=11111111111MMI MEM 11M11111111112EMBIBEEN1121111111351111112511111 8'40" IMIIIIIIEWM.112=111111 104" - 1250 1500 ill1.11.11111MME KM. IMO 6' B 1126111113=11 11111351111111112MIIIIIMI11111551111100111111111a5111 11111125111111BISIMI c10" 4'40" 4'-0" 750 4 2000 0 3%10" 4'4" 2750 3000 "4 4" 4000 5000 4'4• -GA 8 '-9" GREASE INTERCEPTOR SINGLE vAurr WITH DOUBLE BAFFLE NOT TO SCALE 55-1 - I - REVSION; 08.04 GREASE INGERCEPTQR SIZING CALCS: PEAK MEALS (135) X FLOW RATE (SINGLE SERVICE KITCHEN (2)) X RETENTION TIME (SINGLE SERVICE KITCHEN(1.5)) X STORAGE FACTOR (SINGLE SERVICE KITCHEN (1.5)) 605.50 GALLONS fiECEIVE OM OF 1101411.,A FIRE SPRINKLER NOTES: JUR 0 6 as SPRINKLER SYSTEMS SHALL MEET C.O.A. STANDARD 7.01.5.2 AND THE FOLLOWING REQUIREMENTS: pviv Arf carcV.5 1. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. 3 0 A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. CORRECTION LTR# ED JUN 1 0 MOB TUKWILA PUBLIC WORKS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 M: \07\052\plots\3\013SW7052 4/30/2008 9:32: 47 AM PDT COPYRIGHT 0- 2008 D.R. STRONG CONSULTING ENGINEERS INC. (ID FS] MR. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 425.827.3063 OFFICE 800.962.1402 TOLL FREE 425.827.2423 FAX www.drstrong.c.om ,0" •10 •4*' :17I!..)..2;INS::5:;:c4 4' 1/i:: IR EPARATE PERMIT REQUIRED FOR: 4 Machancal O Electrical O Plumbing O Gas Piping City of Tukwila BUILDING DA/ISION w. . .. DRAFTED BY: CWA DESIGNED BY: MS PROJECT ENGINEER: RDO DATE: 04.30.08 PROJECT NO.: 07052 SHEET SW1 OF 1 CLEAR ACCESS OPENINGS • • .", -• ..../. t ',0•• - e• •., 4 1 -.077 li ■'.., -. GROUT ' V BOTH RIGGS ez .. ',„ PREC457 DIVIDER t a • ••• 4 ■ . ..4 . • ...., •' • ... GRAPHIC SCALE 10 0 10 20 40 FOUND RR SPIKE IN POWER POLE ELEV. = 332.68 DE 4 WET TAPING 'TEE ON / EXISTING 10" D.I. PIPE 1-4* G.V WITH BLOCKING LF 4" D.I. (PUBLIC/ OWNERSHIP) 1-457BENQic D.I. y RIM = 334. INV = 332 /2" PVC DRAIN 0 0.01 FT/FT TO NEAREST CATCH BASIN. 1 INCH = 20 FT. LF -4-r& 6 3'; i s Al / :/l6R:YT --- i , ' SIDE SEWER':::' - 21 i C 06.5. ) S 2 A N 1. 1 T T R V -Iv' I SIDE SEWER 0.02 Fr/FT 6" WYE LE. 32940 '"-.01.111..ET/ I.E.3 .11 334.81 PLUGGED CLEAN TS, / ADAPTORS Algri0,11:: • =:-.4 PER (CAY:T.L SYANDARD P 02),„ 30,3. 2E3.6 0H 0. ---,- FIRE SPRINKLER INTAKE FIELD VERIFY, - 331.00 , I.E. EX!S11NG (5 DEEP AT ' TO BE PLUQ4 ,I 4 G 1" IFIF WATER /METER AND 'BACKFi.OW PROTECTION CE (TO B REUSEDIFQR IRRIGATION) , STALL 1 1" PVC E AND ..21* G.V. AFTER BACKFLOW' DEVICE, EXISTING FIRE ,,, ' '---. ' HYDR NT / 6" LEANOUT,/AND INSP 3302 C.O.T. ST NDARD PLAN SS-02) NEW 6" SANITAR SADDIX AT EXI I h ( (6" S.S. ‘, B AT E F.D.C. F OM FIRE / • 4" FIRE SPRIWLER MAIN (PRIVATE' oWNERSHIP) ,(DIA. VERIFY BY FIRE SP, INKLER 00NIRACTOR) ±3/ LF 4" \ DJ. PUBLIC / OWNERSHIP) / 1 SAN. SWR. MH- RIM = 3362 INV = 3286 CD Q. • EXIST1Nq'15" CONCRETE SANITARY , //i S'D i/6\ / EXIST EXISTING 10" SEWER 0 SLOPE 0.0136 FT/Fr; /.4 ; THIN 50' HYDRANT / /\ CONCRE SANITARY SEWE STUB / E 1t. AN I.E. AT - E MAIN 422.5) AND AS NDONED INPLACE AT\ THE / PROPE TY UNE / I to u.4 LP SEWER STUB TING 15" MAIN MAIN) 327.11 MAIN) 327.29 POST S.W. TIE BOLT ON TRAFFIC SIGNAL POLE ELEV. 332,09 DATUM NAVD88 • 1. L.).‘ f„) 1,3 (3 0) \ ■ \ \ ) ji CB RIM = 331.1 INV 328.2 CVE/ CB fi •RIM = 331.0 IN V = ,/ CB 1 RIM = 330.8 INV -= 328.7 1 1 4.3 24.4 1 OP - FP tIj ''41•• Pe a LE. 328.91 4 LF 6" PVC 0 0.02 FVFT 10 -526 - RIM = 331.0 INV = 323.8 ' /1 HH rsP. DOUBLE DETECTOR CHECK VALVE AND VAULT ,(PRIVATE OWNERSHIP) (PER KC.W.D. 125' ' STANDARD DETAILS 14A, B AND. C) VAULT MODEL 577-LA OR APPROVED EQUAL 4'-8"(W);7*-0"(L);7 (LOUT' VAILT COVER SCL80 NO 57-T-42E TOP SECTION TO BE VERIFIED BY FIRE SPRINLER CONTRACTOR Mt ?oH ' 1 T KW I L. ' PP , 44 TSC - ''. CB RIM -= 330.0 INV = 328.7-3 1 S c'D 3 V/. EXISTING ir DOMESTIC WATER METER - GE 3 (TO BE REUSED FOR DOMESTIC SERVICES) RIM ---- 330.4 11 2PE. PIPE WATER SERVICE UNE FROM EXISTING 1X" WATE _METER__ -0-- (PRATE OWNERSFIIP) FIE LOCATED 6 P ‘s MI-I N 88'10'53" w FIRE SPRINKLER AND SIDE SEWER PLAN AND COVER SHEET SS LEGEND PER SURVEY PROVIDED BY TIM HANSON .4 : 6" WYE I.E. 330.95 6" WYE I.E. 329.62 26 LF 6" PVC O .02 Fr co #2 a. (`,1• 4 SW 1 /4 SECTION 22, TOWNSHIP 23 N, RANGE 4 E, W.M. cD NALD• G 4 4 L. 25 LF 6" PVC 0 0.02 FT/FT INLET 1 c .E. ,GAL. 760E*INTERCEPTOR rstoGAIppv 01 EL„,f_324'.94 77' :71-.7 4 284.4 24 '810 53' 105.18' CB RIM = 329.9 INV = 329.0 777 , Tr 1.0 - 32 4 • 1 • 1 PIPE SERVICE J.D" TRASH CORRALttIPSE BIB. CONTRACTOR 2 TO FIELD tj.pcATE UNE FROM - - GATVALVE TO CORRAL 4tb CM 30. WT 4444 44 L., 4 Lii 0 TS a CONNECT TO BUILDING SERVICE UNE ±5 FROM BLDG. _8 r•') LAJ f LC) 0. 0 -0.8' •. . • INV ar" 0 6" CONC. -BLOCK WALL ASPHALT PAVING SEE: TRASH YARD DETAILS ; ON SHEET SD7 INSTALL . PLASTIC LAMINATE "NON-POTABLE WATER" -SIGN-- ON-HOSE -BIB. - • SI . -- s. -$ FORM MH RIM =• 326.7 ONC: PAD ENCROACHES . 4 • 4 •1,41.4 11\11./ - - 32 e osT 4 4 • • PP • • ▪ o • • s 1111111111111111 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. 1 GA 1' 1 -STORM 1 RIM = 326.4 'INV = 318.7 PP z ---BP BP G- G ---ML W--- NOTE: B4O.H. C,B. C.P. F. F.D.C. F.H. F.P. G.M. I. 0. V. L. M.H. P.T. R. 0.W. T.P. T.S. T.S.B. T.S.P. w. M. W.V. c3o BURIED POWER GAS MEDIAN LINE OVERHEAD TELEPHONE STORM DRAIN SANITARY SEWER WATER B. BOLLARD BUILDING OVERHANG CATCH BASIN CONCRETE PAD FIR TREE FIRE DEPARTMENT .CONNECTION FIRE HYDRANT FLAG POLE GAS METER IRRIGATION CONTROL VALVE LUMINAIRE Plar review approval Is subject to erro MANHOLE Approval of construcfion documents c. POWER TRANSFORMER RIGHT OF WAY TELEPHONE POLE TRAFFIC SIGN TRAFFIC SIGNAL BOX TRAFFIC. SIGNAL POLE WATER METER WATER VALVE SPOT ELEVATION • THE UTILITIES SHOWN HEREON, UNLESS SHOWN WITH SURFACE APPURTENANCES, ARE PER PUBLIC RECORD OR BASED ON PAINT PROVIDED BY OTHERS. PRIOR TO ANY CONSTRUCTION AND/OR EXCAVATION. THEIR EXACT LOCATION SHOULD BE DETERMINED BY ONE-CALL LOCATE AT 1-800-424-5555. NOTE: ADD 300.0 TO THE SPOT ELEVATIONS SHOWN TO CONVERT TO ACTUAL ELEVATIONS. 1F(19.J2 C • Permit Date:.,2 Ike the violation of any adopted code or ordin of approved Fi I d con . - I a r, • City of Tukwila ADING DIVISnti CALLING WATER DISTRICT NO. 125 STANDARD NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 1..,1 2. CONTRACTOR SHALL NOTIFY THE DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKNG. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED ' BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WD #125 SPECIFICATIONS, AND (CITY OF TUKWILA/CITY OF SEA TAC/KING COUNTY) STANDARDS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7, ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH-ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, A21.11, B16.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLE, ALL HYDRANTS TO BE MUELLER. (ALL HYDRANTS IN CITY OF SEA-TAC TO BE IOWA). 9. CUT-INS AND LIVE TAPS TO BE MADE BO CONTRACTOR. WD #125 SUPERINTENDENT, ENGINEER AND (CITY OF TUKWILA/CITY OF SEA-TAC/KING COUNTY) INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT-INS, AND LIVE TAPS. 13. 3 Ih-FOOT MINIMUM COVER OVER ALL WATERMAINS. 14. DEVELOPER TO PAY FOR STATE, COUNTY OR CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO 125 SUPERINTENDENT. r-D 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKW1LA/SEA TAC/KING COUNTY PUBLIC WORKS ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, AND TO THE (CITY OF TUKWILA/CITY OF SEA-TAC/KING COUNTY) STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 2" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCKPILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TESTS REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D-157. ALL OTHER AREAS TO BE 90% MAXIMUM DENSITY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE wrn-i (CITY OF TUKWILA/CITY OF SEA TAC/KING COUNTY) REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26, CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO 125 STANDARDS. RESTRAINED JOINT PIPE AND BENDS SHALL BE USED IN LIEU OF BLOCKS WHERE THERE ARE UTILITY PROXIMITY CONFLICTS OR WHERE BEARING SOIL HAS BEEN DISTURBED. 27. ALL BENDS INSTALLED AS PART OF CONNECTIONS TO EXISTING MAINS SHALL BE RESTRAINED WITH "MEGA-LUG" RETAINER GLANDS AND PROVIDED WITH THRUST BLOCKS. 28. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO. 125. 29. POLYETHYLENE PIPE (PE) SHALL BE HIGH DENSITY POLYETHYLENE PIPE PC200 IDR-7 MEETING REQUIREMENTS OF ASTM D-2239 AND AWWA C901. ALL FITTINGS AND JOINTS SHALL BE MADE WITH BRASS TEES AND FORD PACK-JOINT COUPLINGS AND ADAPTERS OR APPROVED EQUAL. APPROVED: DATE: WATER DISTRICT 125 VICINITY MAP SCALE: 1"=1000' S 152ND ST S 54TH ST ROJECT SITE 5 144TH ST INLET DIM. CONCRETE PLAN VIEW ADJUST , TO GRADE si El nil .11 so or r... --- ill alai NI mai 211111111MESEMNI 11111106311111111111ff _1 e IHGPECTION ig 1 I VENT PIPES GROUT ALL AROUND BOTH SIDES , SLOT 2/3 LENGTH 1/3 LENGTH SLOT BOTH SIDES 24' DIA. LOCKING FRAME & COVER AIR & GAS Tioi-rr 3 PLOS (2 PLCS ON 577-GA) OUTLET EWED FOR ODE COMPLIANC AP PROVED JUL 0 1 2008 frL fi tomb 1 SECTION A-A 1 1, REFER TO CHAPTER 8 OFjf HESE STANDARDS, 2. CONCRETE 26 DAY -.WMPRESSIVE STRENGTH = 4500 PSI 3. REBAR: ASTIVI A61,5 ORADE 60, 4, MESH: ASTM A-185 6RADE 65. 4. DESIGN: ACI-318-83 SUIILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" 5, LOADS: H-20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO, a FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7, CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES, ONLY GRAY WATER, EXCEPT DISHWASHERS, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. • ivori • City of Tukwila PROJECT CONTACTS: APPROVED: DATE VALLEY 14EW SEVER DISTRICT SHEET: REVISION ill: 08.03 APPROVAL: S. SHELTON CONTACT/OWNER/APPLICANT MCDONALDS CORPORATION (PRIMARY CONTACT) 12131 113Th AVE NE, SUITE 103 KIRKLAND, WA 98034 CONTACT: DOUG BATES PHONE (425) 242-2411 FAX (425) 242-2498 EMAIL DOUG.BATESUS.MCD.COM ENGINEER D. R. STRONG CONSULTING ENGINEERS 10604 NE 38TH PLACE #101 KIRKLAND, WA 98033 ' CONTACT: RICHARD D. OLSON, P.E. RHONE: (425) 827-3063 FAX :':,(425) 827-2423 EMAIL: RICK.OLSONCIORSTRONG.COM City° IL 1 N „ • FORMULA SIZING CHART DESIGN Number Of Meal x Waste Flow x Retention x Storage Capacity er Peak Hours Rate Time Factor In Gallons 6000 IT GALLON CAPACf DIM "D" WATER DEPTH DIM 2500 ! TIMES mosoa 5 06-GA INIZIMEM 6 - IiiiMe/AFRZEI • ONERMOINIMMGO 10011111161MAIIIIMMINEEMEREilillifinillIEMIIIIIMAIIM 11.1=11111111111MMI MEM 11M11111111112EMBIBEEN1121111111351111112511111 8'40" IMIIIIIIEWM.112=111111 104" - 1250 1500 ill1.11.11111MME KM. IMO 6' B 1126111113=11 11111351111111112MIIIIIMI11111551111100111111111a5111 11111125111111BISIMI c10" 4'40" 4'-0" 750 4 2000 0 3%10" 4'4" 2750 3000 "4 4" 4000 5000 4'4• -GA 8 '-9" GREASE INTERCEPTOR SINGLE vAurr WITH DOUBLE BAFFLE NOT TO SCALE 55-1 - I - REVSION; 08.04 GREASE INGERCEPTQR SIZING CALCS: PEAK MEALS (135) X FLOW RATE (SINGLE SERVICE KITCHEN (2)) X RETENTION TIME (SINGLE SERVICE KITCHEN(1.5)) X STORAGE FACTOR (SINGLE SERVICE KITCHEN (1.5)) 605.50 GALLONS fiECEIVE OM OF 1101411.,A FIRE SPRINKLER NOTES: JUR 0 6 as SPRINKLER SYSTEMS SHALL MEET C.O.A. STANDARD 7.01.5.2 AND THE FOLLOWING REQUIREMENTS: pviv Arf carcV.5 1. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. 3 0 A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER LINE SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. CORRECTION LTR# ED JUN 1 0 MOB TUKWILA PUBLIC WORKS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 M: \07\052\plots\3\013SW7052 4/30/2008 9:32: 47 AM PDT COPYRIGHT 0- 2008 D.R. STRONG CONSULTING ENGINEERS INC. (ID FS] MR. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 425.827.3063 OFFICE 800.962.1402 TOLL FREE 425.827.2423 FAX www.drstrong.c.om ,0" •10 •4*' :17I!..)..2;INS::5:;:c4 4' 1/i:: IR EPARATE PERMIT REQUIRED FOR: 4 Machancal O Electrical O Plumbing O Gas Piping City of Tukwila BUILDING DA/ISION w. . .. DRAFTED BY: CWA DESIGNED BY: MS PROJECT ENGINEER: RDO DATE: 04.30.08 PROJECT NO.: 07052 SHEET SW1 OF 1 CB RIM Y. 334.6 INV = 3325 C (334.95 OFD ot MMEN WEE EMI i::: uA�r 1M M M I.1 •• 01-1 OD a r BC 332.00 BC 331.00 i CVB �. E 0 RI + -i = 331. INV = 325 2. CB <.s ... - 1 {% RIM • -330.8 INV = 3287 BC 331.20 / OORDINATE GRADING 'WITH SOUND - ANSIT SWALE 2% MIN GRADE TO B _ 9 .TS{'. 329.3 BC 330.:0 ALONG PROP CB RIM • = 330.0 H4V -- 328.7 -S 330.3 Tra/ 8810'53" , 146,99 A / 333.76 334 30 3-3. -- BC 333.00 BC 333.50 CO L. ftl r - - BC - X31 --I - - -- BC 334.10 -� NEW 5,483 SF GROSS/ 5,105 SF NET RESTAURANT - ' - EXISTING_ 4,987 SF- SUILDlNG TO PE DEMOLISHED I C 331,50 BC 331.25 or- BC 328.00 rti Be 327.40 _BC 327,01 A iliii141114110/ 1041/44 141, BC 326.91 BC- 327;00 C 31.50 _ -- 6" CONC. BLOCK W I'LL CONC. PAD -- -., 0,9' N. iw111111111® i 41111111111111111M11111111 `1 /A . ; t a MMO .4U•1•aF Amor d .` BC 332 10.00' 8810'53" _,. W _ BASIS OF BEARINGS 0 / 11 FOUND RR SPIRE. . IN POWER POLE EIS = 332.9'8 SAN. SWR.. Mid -. \ • r' <Itt °, 336.2 = 3 8 .i> 1, s tct- 4/,/ tz es ;EXISTING FIRE HYDRANT �J1 / (TO REMAIN) CB RIM _. 332.2 INV 330.2 S.W. TIE BOLT QN TRAFFIC SIGNAL. POLE ELEV. 332.09 • . DATUM -- N AVD8S PR \ ' U 7 t � / r r • r j. CO => o t h. ( ? ) I �f TUK ._ f f / II- � r' / ra % / 1 / fi (////:///g U t////://3,//// ///////://://// / r f � fi r / / j`fui`L? ' ' ' / / /f ; / ,/. r %' // - , rj /2//://:///://// ///// ///// /�`/ / {//• / fff / / /, /r SAN SWR •MH RIM = 331,0 INV 323.8. / 4 w Q O no w 5 ,,f 45 SW 1 /4 SECTION 4 /////////,-/Y/./2/1/// i h / ARCII ITECTU S. 152ND STREET T Z ' C ±332.80 1 ±331.10 .95 i ¢ 1 90 ±335.25 /f /// fi / ,/ / / / / / � / / F /f .f I 22, TOWN HIP 23 N, RANGE 4- E, L SITE PLAN / / fry f 1 .�GI rf>_1 RIM 521.2 `i INV 3'16.7 ts• \ 1 \ 1 A M MH RI 326,4 , V 3i8,7 �.: 4 I. / / l 1 / 1 t> .� / 11 •'i I PP f f /! // EXISTING BUILDING •% /; TO BE DEMOLISHED / � ` rl 10.00' iBSBL N) C" SAN. SWR. M ( RIM 336:4 6 CYCLONE. FENCE E ON PROP. LINE NEW TRASH YARD - --- 6" CONC. WALL \MT}-i 6 CYCLONE FENCE NCE ON TOP IS ON OR WEST OF PROP. LINE g'/' r i /' " C : ' f v3/ 7 `�% ( / /f 1 ',c.0' // • / E / ,(/) % /`f CYCLONE FENCE:. W.M. 10 GRAPHIC C SCALE 40 1 INCH = 20 FT, PARKING STALL REQUIREMENTS: PER TUKWILA MUNICIPAL CODE, A MINIMUM OF 1 PARKING SPACE IS REQUIRED PER 50 SQUARE FEET. OF USABLE BUILDING AREA PLUS 50 PERCENT OF OUTDOOR SEATING AREA. USABLE BUILDING . AREA: 2,987 SF REQUIRED: 2,987 SF / 50 SF = 60 STALLS PROVIDED: 63 STALLS LEGEND BP BP - -- G G ML ML - -- ---0T 0T--- ---SD SD SS SS B. B.O.H. C.B. C.P, F. F.D.C. F.H. F.P. G.M. I.C.V. L. M.H. P.T. R.O.W. T.P. T.S. T.S.B. T.S.P. W.M. W.V. d Q NOTE: DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY CALL 48 HOURS BEFORE YOU DIG 1 -800 -424 -5555 VICINITY MAR SCALE: r=1000' PER SURVEY PROVIDED BY TIM HANSON BURIED POWER GAS MEDIAN LINE OVERHEAD TELEPHONE STORM DRAIN SANITARY SEWER WATER BOLLARD BUILDING OVERHANG CATCH BASIN CONCRETE PAD FIR TREE FIRE DEPARTMENT CONNECTION FIRE HYDRANT FLAG POLE GAS METER IRRIGATION CONTROL VALVE LUMINAIRE MANHOLE POWER TRANSFORMER RIGHT OF WAY TELEPHONE POLE TRAFFIC SIGN TRAFFIC SIGNAL BOX TRAFFIC SIGNAL POLE WATER METER WATER VALVE SPOT ELEVATION 1. BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY TIM HANSON AND ASSOCIATES. SEE ALTA /ACSM LAND TITLE SURVEY. DATED MARCH 24, 2008. 2. INFORMATION SHOWN IS PER NAD 83/91 HORIZONTAL, AND NAVD88 VERTICAL RE V IEVVED _. .. ...•, ,, CODE COMPLIANCE C AP PROVED JUL o 1 2008 B C TWIN Of 1'L WIN ©IVISION crty eye 14 0 6 1b6 Aki lr ?&O8 1'13 M: \ \052 4/29/2008 4: 32: 08 PM PDT COPYRIGHT © 200e D.R. STRONG CONSULTING ENGINEERS INC. 0 0 I 0) o SP a ii D a ll:E `- U ' 00 1 - 1 - 1 V * _ I 8 u -< a 2 g i co U 0 W CC C7 f-- Et -,r< ■. I r- H a r z 0 CI 0 0 D 01 LU fx CO LO cNI MR. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 38th PLACE, SUITE 101 KIRKLAND, WA 98033 425.827.3063 OFFICE 800.962.1402 TOLL FREE 425,827.2423 FAX DRAFTED BY: 'TWP DESIGNED BY: "MP PROJECT ENGINEER: RDO DATE: 04.30.08 PROJECT NO.: 07052 SHEET SP1 OF MATERIAL MAX. HORIZ. SPACING MAX, VERT. SPACING COPPER PIPE 12 FT. 10 FT. COPPER TUBING 1� S: 4 6 FT. 1 10 FT. COPPER TUBING >1X" 10 FT, 10 FT. STEEL PIPE 12 FT. 15 FT. .. MIN. SLOPE r 2> OR LE SS ABBREVIATIONS: GC = GENERAL CONTRACTOR MC = MECHANICAL CONTRACTOR EC = ELECTRICAL CONTRACTOR TAEI = TESTING. ADJUSTING & BALANCING CONTRACTOR FPC = EIRE PROTECTION CONTRACTOR FAC = FIRE ALARM CONTRACTOR BSI = BEVERAGE SYSTEM INSTALLER KEI = KITCHEN EQUIPMENT INSTALLER A i r 3" TO 6" . 8 OR LARGER g" PER FT. MATERIAL MAX. HORIZ. SPACING ' ABBREVIATIONS: GC = GENERAL CONTRACTOR MC = MECHANICAL CONTRACTOR EC = ELECTRICAL CONTRACTOR TAEI = TESTING. ADJUSTING & BALANCING CONTRACTOR FPC = EIRE PROTECTION CONTRACTOR FAC = FIRE ALARM CONTRACTOR BSI = BEVERAGE SYSTEM INSTALLER KEI = KITCHEN EQUIPMENT INSTALLER A i r rf %': :l,C:'^`/ f -1� / '" f f F / .s . ,ir .. :.�H: : .s✓!Y°`S, , . ,g0,. t✓.A:., / ^ a 1�,113- 3 / Y/1 / ,$ y✓ 1»$ , / Vic ..'£7 : l ;Y :� ! - f 3 /ff/' 1! .,s a' f : �- :, » /l., '`s' 1, .�$ •eriW �' l ���54,�.fR3h'�rrH �.' . , . - » » ,r v „ %;:.A ,,,,:H , ... � %� / Sl/ GH Irk 3 j Y o - { Y {. / J i tjr £ 3 / t f N r rJ') F , r r r ;xd^r� U'.< 9xn:)� , \�Ht�:r k <? .,.. � ,. : . FURNISH COORDINATION CHEDU PC = PLUMBING CONTRACTOR KES = KITCHEN EQUIPMENT SUPPLIER ACM = AREA CONSTRUCTION MANAGER ,._: ABBREVIATIONS: GC = GENERAL CONTRACTOR MC = MECHANICAL CONTRACTOR EC = ELECTRICAL CONTRACTOR TAEI = TESTING. ADJUSTING & BALANCING CONTRACTOR FPC = EIRE PROTECTION CONTRACTOR FAC = FIRE ALARM CONTRACTOR BSI = BEVERAGE SYSTEM INSTALLER KEI = KITCHEN EQUIPMENT INSTALLER A i r rf %': :l,C:'^`/ f -1� / '" f f F / .s . ,ir .. :.�H: : .s✓!Y°`S, , . ,g0,. t✓.A:., / ^ a 1�,113- 3 / Y/1 / ,$ y✓ 1»$ , / Vic ..'£7 : l ;Y :� ! - f 3 /ff/' 1! .,s a' f : �- :, » /l., '`s' 1, .�$ •eriW �' l ���54,�.fR3h'�rrH �.' . , . - » » ,r v „ %;:.A ,,,,:H , ... � %� / Sl/ GH Irk 3 j Y o - { Y {. / J i tjr £ 3 / t f N r rJ') F , r r r ;xd^r� U'.< 9xn:)� , \�Ht�:r k <? .,.. � ,. : . FURNISH / 1 + - Se ff / 1 r T j,,,,, '" » Y/r Y r f .F . k l !i`F s- 'Fy ! f� / 7 �3 J . _ f„ ✓�� l / : /t »1 r{'y f> 1 f- ✓ r/4' f "r �r / f :l-!' �/ �i ,,, l>;'�` Y �3r. /' f'.s r` /`7u f✓ ?t` /J r 4� ✓41 -�% s�'!>;r• . � it 55 .� s / � M. { / .f � . � //%3 ? r� � .. � .. 4.f� . /�,y..S"�Ji,4 INSTALL FINAL CONNECTION IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMEIIIIIIIIII i I, ,$ v . ',, / !3 `� "''r'� /i ,,,,,::,` r,< - 1 Y /r, f » ,v,..,ru,'``f • /� i ,sfi $ lf{l t f't f y, Y �� f�. {n�.j ����f'� %` / ��'M�s »w�f,f % €� €r /r NOTES IIIIIIIIIIEIMIIMII 1 -3 — �t - . GENERAL REQUIREMENTS MECHANICAL PERMIT MC HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES REFRIGERATION PERMIT or APPLICABLE) MC PLUMBING PERMIT PC ELECTRICAL PERMIT EC 1 -3 FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC 1 -3 FIRE ALARM PERMIT (IF APPLICABLE) FAC 1 - CONTRACTOR COORDINATION REQUIREMENTS EAT NG 8c — AIR CONDI I N NG r r , � r . �i. .fvf” rt ., { sY- G . r%/ 41'- r , fi 'rF � . ✓,i I.i � . o,a, . , ,,. r3 f•�> -,{ , :4,• , � ,. ,t: ` s, •ri ^.. •f?r ;' n }; ,, rc• ,:. ; ' f ....r MC rc'. =ys, ,. � /., /,.,.. ,.. { < f �tf //:, w.. ✓t,t &; t5in , / A".7% rv .: /� 1/. ,E f% „>` /,. '7:� S i'x -lift :Y.., ,E ';i;n�4 f kk .ikf:.- #',✓�> ,;ef , h :, f - ` .f' > � r / ,[ �. � �� f . , �. � .� € , M' : , •3 .. -; - it „�, ryr, 1'> : » »fl / ,,, l/ °,! ? } ``�f GY” ll, ht•.. f, ;•_7, ,....,.,.f: , MC 1 -5, 17, 22 ROOFTOP UNITS, INTAKE AND RELIEF ROOF MC MC 1 -3, 20, 22 GAS PIPING AND GAS PIPE KIT PC PC PC 1-3, 14, 22 -23 1-3, 19, 22, 24 CONTROLS WIRING MC POWER WIRING 011111131MM 1 -3, 19, 22, 24 IMIIIIIIIIFEEIIIIIIIIIIIMIIIIIIIIIIIIMMIIIIIIIIIIIIIIIIIIIIIIIIEIEEEMIIIIII 111111111.1101111111111111111111111111111111111111111111111111111 EC „ �• + ,. ,,, �. f1, •f, . f Y . /f it j .Y / /2.y ssL�{, fr' r,-� e�j'. / -.C,', / f / ✓ f. `1v.�` % �'€f'fYY�€• %i '. `' /} s 4 C. , ; - r. lJ, ,.x n: �a f�� t ,,�,. f`r� : r �•�: >; . ,- .�.�� ,;n, , /,f „� }.�., f, ,f; T� {frr,�.a. ,.' ,:, ;'��: •, -r. �.t, » »•� a�rfi , sf r- r r rz/ <5 { .l. � H� ..r, . r f / <.. � 5` 6 , , E /fs� : rr ! I r r/' , v,,Ur- 4-+�.k „fs r/%:..z,� ,. f.K / <.4'� : / ✓,, . r✓.; }; .r,.. »:�:�.r ->•'i. ra >:s,rr.;�h�'. fx� . +.s CONDENSATE TRAP MC CONDENSATE PIPING (IF APPLICABLE) PC DUCT- MOUNTED SMOKE DETECTOR MC %3 ^.:'2' { }'f .l, '$�� »`. `;SiSY ^.Ss' St rfi, {r ,f,v MAN,' , .. ...., , , ,.,, �'«„ �T : ,.:, �� t �r �`� :r � ",nr h€•. ..ty..u, cr. e>r + » -» l `! »� , l , s ��+ / o GENERAL EXHAUST SYSTEMS -. -. EXHAUST FANS MC MC 1 -3, 17, 22 ROOF CURBS MC MC 1 -3, 22 CONTROLS (WHERE APPUCABLE) MC EC EC 1 -3, 22, 24 POWER WIRING EC EC l l }y'`: /f _Yt r� .b/' ', SE �s•Yl << , t rfi H f ,` , t r ': -;., 6t f nY ,..,, -; H�. %'' 1 :ol,s u. %'fiT rY`f /•`� ?s -'.fi ,: 3 :, =,r.�gN r::tf : dr , , °� „Ts, ._�,� �..� EC _�/rt G✓ .f. {Gn : "I,r rr � ,-..,.N,» t r , : .t•,;: ,: ,'. r r ,�;» , ttYS;GxHrrr�;rr1 1 -3, 22, 24 TEMPE RATURE ERA URE CONTROLS ,:IV. .. .. .%a #' ,< , : <:, :. ,; T : ,, < .; <.., r• „, „„ �`: THERMOSTATS & SUBBASES MC REMOTE SENSORS (HUMIDITY AND /OR TEMPERATURE) MC EC 1-3, 22, 24 CONTROLS WIRING (WHERE APPLICABLE) MC EC EC 1 -3, 22, 24 POWER WIRING EC EC ✓ f 5 - Y j / ». ,! f to ��„ � t ::> ; ; %f < ; < 3k fl r ' � ,s !r' f /,>f !S � iit9£ kE.✓,F <:? »e�£- ,�r%%`�,..,r. ,..: -rx ��•/% ;; � <:f,�� ,... ti. >.., EC 1 -3, 22, 24 r/ f =.r, Y r 5 S'' f . ;. ,, ff € ,sue ; J ,,` ,< J , , � . ! �' ,t -- s /f � a , U%� `�:t�;� j Y� j Y s � � F`J •.Y ,�Z � r t / /J� •f2H r 7 . .., �,i ;-s f .sf� /r�/H�`... r -.r /l'..: �{_ ? +:> •;� _�. r .`£;?".., Jf, ,. .v,r„...,s�,: ; i'. r & r;� ..=.. ., mr ,.. nr DUCTWORK AND ACCESSORIES 'Y,!',d;» ., f L ,1 . A „s J/: , rrr /H`SH ff'/” :.,r' ' , ; ;':,s:'..} 3 t?/ , , / i i' , < 1 •»c.. , 3; >£,;, ' _.. GALVANIZED SHEET METAL DUCTWORK _ MC MC .. ,,. 1 -3, 2 EXTERNAL INSULATION MC INTERNAL INSULATION Or APPLICABLE) MC WEATHERPROOFING (IF APPLICABLE) MC SPIN —IN COLLARS MC MC 1 -3, 22 FLEXIBLE DUCTWORK MC MC 1 -3, 22 VOLUME /BALANCING DAMPERS MC MC 1 -3, 2 FIRE DAMPERS (IF APPLICABLE) MC MC MC 1 -3, 22 1 -3, 22 FIRESTOPPING (IF APPLICABLE) MC AIR DEVICES AND ACCESSORIES MC MC MC 1 -3, 7, 22. 28 PLUM RING SYSTEMS IJtGMS ? ' ^ ' . h 'fr� "o; iE,S /, % 1 ��' £b .'t'e!. ,s': 'f `` .1., `� ✓r.Y� //„€f P 'T` ! `:3 �r f 3 y • ./ . tor Ft G,. /�Y' .Y. �d �..3 »� ,a»J ..�.s /rs f,,;Y s r.�„ � .,5 :`',R: «/ s. /;, .I ,.ter, rf, . -Y ,�� ��. ,.: ,.f`,» ,/ . ../ l, :r , ,., /s �.x %: %fr,,::/` , l tc r .,l.;, +{/.,.,stnr,•nnw,: , ..•,,,.,r „r•.: Hi,SS�• »•c .... ,» n ,. ,. �:3 f f ,s,.,.;. `A'..rr ,,.» , f „ , r. , .,. ... r< : � / �kr?<n ,.. ,..mini PC PC �, 'im yi,r/ /f ""r.S.(4�, /jj AT l ' y £ l✓ Y � ;Y..k'' %,%fit 5�C ✓'.i y ` % i / •� N5.`'ffi %` /.: ..Si / :,mow f f �. of •X' , v, r� i'%tl PG` L'fih „/ � �' � ,� � Y.; ra . ���., r3 .� �r`3`C 'fi, .,f , }». f ,y rxx'v � s , :+� »3f�i.. y - /' , ,/ R " ,, •, , ; ��it4' ..r -r xr�s <- 33 »5, » s`J �aJ„ , f af� � f , .,.. ,.� �%— ��L' .'1�. : {%/r,..., y,. ,<.;�f /oH:lif1`::}il�l.r��Y.� /� �{sr /��,r, r5,f PC 1 -3, 11 -12, 23 WATER HEATERS HOT AND COLD WATER PIPE PC PC PC 1 -3, 23 VENTS AND INTAKES PC PC PC 1 -3, 23 THERMOSTATIC MIXING VALVE PC PC POWER AND CONTROL WIRING EC /.r f / /' ETC / Y r H / •, , f t � !,J � �, 3 / � ;" f � / /` 'S .t z., /„ s .% � ,. ,,r., / r) »f w'`x.J ,c 5 R. .. f » . ✓., ,,, > € { aY f T / 11 X J 3 � r s y rfi �! /J s /r ! fi 1 /�/ / / ; /, < t ,H` F »,:,dr!`t^ ' r t / !v J / .:' s.r i l :.Sr: �f1 /r»�� - - :r„ , ,G r�'cerx � �ssx.i, 1 ,�ai1•i� fl s- s.,.., , /1r;;....,_ I KITCHEN EXHAUST SYSTEMS f rf £ /f{ f - HF � f f 4 $ C >< / f o f” k ?/ � f a �, � � lE � >' � tr , €l ,r,�3f t; ..r ,.,ea 7 „3,srr T'. J,�f;3a .� r�z 3', , �.. McDONALD'S I�ACKSHELF EXHAUST HOODS KES KEI 1 -3, 6, 22. 27 CANOPY EXHAUST HOODS (IF APPLICABLE) KES KEI 1-3, 6, 22, 27 BLACK IRON DUCTWORK KES KEI 1 -3, 6, 22 STAINLESS STEEL DUCTWORK (IF APPLICABLE) KES KEI { 1 -3, 6, 22 ALUMINUM DUCTWORK (IF APPLICABLE) KES KEI 1 -3, 6, 22 UL LISTED DUCT WRAP MC MC 1 -3, 6, 22 FIRE— RATED DRYWALL DUCT ENCLOSURE (IF APPUCABLE) GC G(; 1-3, 6, 20, 22 EXHAUST FANS MC MC 1 -3, 6, 17, 22 ROOF CURBS MC MC 1 -3, 6 . 20, 22 CURB EXTENSIONS MC MC 1 -3, 6, 22 CONTROLS (WHERE APPLICABLE) EC EC EC 1-3, 6, 22, 24 POWER WIRING EC EC KES EC 1 -3, 6, 22, 24 KES 1 -3, 16, 22, 27 FIRE SUPPRESSION SYSTEM KES IT KITCHEN E EQUIPMENT f-- ! >f _f f .� �/ Cl' S ,. / _ 3 ✓ H -f. � $ F� s :.! # . , ,F'"= °/ „ 1 �, . > ,� r: C� -S /.r. ,.t,€'- 6 Sl '� ?� �, F;, .: r, „. ,,. .., .,. . ✓ .'r.. •,.. nsSh � r ,,, yi3yrY •.,.!, y { : r ; /I„ .. �/,: „'l. lf,•(,r` ,{ Qom . /. f..,,rr.,• r , »9 a r,,, -wy l r,fYT' '•.l v "fi' °�)''+�`Sta3'yf'`.f u3/,z. .`Ri'i. � r ;+ .j GC iif %' ,t? /C ✓ ."� ' f P a. ft�� -t <./ ,�. ; %� :: n /srtfsW ,, ».. �. � i`f�, L; «ti . rs: Hs,r�`r> < t nom, s . , , .>Y,, `�. .� , �„r .:�. •'1 >sr' ,> .s•,. ,`% f�' f --( AY;t' +: nH/ t o ::; r , ,T` v,i -r/c -:la%. ";�;',, Y' , ;f: /, ,.1.f ( kl�.,J, »,,.51" `% / ', r,• » ` § �£ . ♦ .!lrr3 u 1 -3, 27 COOLER /FREEZER KES EVAPORATOR COILS KES MC 1 -3, 27 CONDENSATE PIPING PC PC PC 1 -3, 23, 27 REMOTE CONDENSING UNIT (MAC) KES MC 1 -3, 22, 27 ROOF CURBS MC MC 1 -3, 22 REFRIGERANT PIPING KES MC MC 1 - 22, 27 POWER WIRING EC EC EC 1 -3, 22, 24, 27 CONTROL WIRING EC EC EC 1 -3, 24, 27 PIPE PORTALS FOR CONDUIT AND REFRIGERANT PIPING MC MC 1 -3, 22 ICE MACHINES KES KEI 1 -3, 27 WATER SUPPLY PIPING KES KEI BSI 1 -3, 27 REMOTE CONDENSING UNITS KES MC 1 -3, 22, 27 ROOF CURBS MC MC 1 -3. 22, 27 REFRIGERANT PIPING KES MC MC 1 -3, 22, 27 POWER WIRING EC EC EC 1 -3 , 22, 24, 27 CONTROL WIRING KES EC EC 1 -3, 24, 27 PIPE PORTALS FOR CONDUIT AND REFRIGERANT PIPING MC I c 1 -3, 22 GRILLS KES KES 1 -3, 27 GAS PIPING (IF APPUCABLE) PC PC PC 1. 3, 23, 27 POWER WIRING EC EC EC 1 -3, 24, 27 EC CONTROL CABLE (6 CLAMSHELL ONLY) MC KES FRYERS GAS PIPING (IF APPLICABLE) PC IIIIIMIIIII KES PC 1 -3, 24, 27 11111111.1111111111111111.1 1 -3, 12, 27 POWER WIRING EC KES 3-- COMPARTMENT SINK FAUCETS AND PRE — RINSE SPRAYER. KES KES MIIIIIIMGIMIIIIIIIIIIIIIIIIIIIIIIQMIIIIIMIIIIIIIIIEIFMIEMIIIIIII WATER SUPPLY PIPING PC SANITARY DRAIN PIPING PC HAND SINKS PC FAUCET PC PC 1 -3, 23, 27 WATER SUPPLY PIPING PC PC PC 1 -3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1 -3, 23, 27 VEGETABLE SINK KES KES FAUCET KES KES WATER SUPPLY PIPING PC PC 1 -3, 23, 27 SANITARY DRAIN PIPING PC PC 1 -3. 23. 27 WASHING MACHINE KES 1--3, 23, 27 WATER SUPPLY PIPING PC 1 -3, 23, 27 SANITARY DRAIN PIPING PC PC 1 -3, 23, 27 WARE WASHER KES 1 -3, 23, 27 WATER SUPPLY PIPING PC PC 1 -3, 23, 27 SANITARY DRAIN PIPING f !Ali-7-614, J l J` ,,} „ t . s� , ✓. /s. .t .z ..s%S �'J H[ /. s' % FPC 1 -3, 23, 27 , � - f r< f';,:. J / .t -- 2 e , �f ,<�; <; ,/ , , /�� �,� � ��Y,� / 3 sro-= '� /Lt %� f'� 4wc Y�, , �s 4 :.lid '� r }, �,E r 4f�',p p, T'7 'J .'.Y/�Y. � ' /�h,:'q,`� ,.fo 0 4 .. n1Ji�2:.� { NfK.- ti JtY..�3v. Lm MISCELLANEOUS ITEMS FIRE SPINKLER SYSTEMS • . ,r,:3,..., ...... ✓ / ^ �'; ✓ / f erur„Y r, < ' �• <;> x< �;,. :f= ; „%./ :: »:�. wok' uc, / � `< ,r f.. fs� ..s /. ..; » ,o. r•,•. /' ;. r: tl. ... FPC HVAC EQUIPMENT _START —UP TAB TEST, ADJUST AND BALANCE HVAC SYSTEMS TAB 1 -3, 22 DOOR GRILLES (IF APPLICABLE) MC GC 1 -3, 20, 22 ROOF/WALL , OPENINGS GC 1 -3, 20 -24 APPLIANCE BACKFLOW PREVENTION KES /BSI PC PC 1 -3, 23, 27 CO2 DETECTION SYSTEM MC EC EC 1 1 -3, 22, 27 NOTES: 1, AU. WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER, GENERAL CONTRACTOR, ALL SUBCONTRACTORS, KITCHEN EQUIPMENT SUPPLIER AND DECOR PACKAGE SUPPLIER AND INSTALLER, 2. ONE ( 1 ) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPUED GENERAL PUE TO THE ENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR PACKAGE DRAWINGS. 3. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND SPECIFICATIONS, PLEASE CONSULT THE McDONALD'S AREA CONSTRUCTION MANAGER FOR SCOPE OF WORK. 4. AU. ROOFTOP UNIT EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME TIME FOR A SINGLE CRANE LIFT. EQUIPMENT SITE ARRIVAL DATE SHAU. BE COORDINATED BETWEEN THE AREA CONSTRUCTION MANAGER, MECHANICAL CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. 5. ALL ROOFTOP UNITS INSTALLED IN Ma DONALD , S RESTAURANTS S HIGH _ HALL BE I H EFFICIENCY EQUIPMENT. THE INSTALLATION OF STANDARD EFFICIENCY ROOFTOP UNITS IS PROHIBITED. 6. ALL. KITCHEN EQUIPMENT REQUIRING EXHAUST SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS. ANY VARIATION FROM THESE PLANS SHALL BE REPORTED TO THE AREA CONSTRUCTION MANAGER AND THE ENGINEER —OF— RECORD. 7. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY —IN TYPE DIFFUSERS. 8. ALL WORK SHOWN ON P2 DRAWING(S) SHALL BE COMPLETED BY THE BEVERAGE SYSTEM INSTALLER (OR K.E.S. ) UNLESS OTHERWISE NOTED IN THE PLUMBIN G DRAWINGS. 9. ALL WORK ON P1 DRAWING(S) SHALL BE BY THE PLUMBING CONTRACTOR. 10. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR AU. AFFECTED EQUIPMENT INCLUDING THE FOLLOWING : A. HOT CHOCOLATE B. COFFEE BREWER C. ICE MACHINE D. O.J. E. SODA TOWERS 11. ALL WATER HEATERS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED— COMBUSTION WATER HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY— VENTED WATER HEATERS IS PROHIBITED. 12. THE AREA CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER SHALL COORDINATE WHICH 3— COMPARTMENT SINK IS BEING INSTALLED IN THE RESTAURANT, NOTE: THE INSTALLATION OF A POWERSOAK SINK REQUIRES A LARGER WATER HEATER THAN THE STANDARD 3— COMPARTMENT SINK. 13. ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE. UPON INSTALLATION OF THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR FINAL CONNECTION TO THE APPUANCE. 14. ALL P PIPING I NG FOR ROOFTOP EQUIPMENT Q T SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE PLUMBING CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. 15. ALL FIRE PROTECTION DRAWINGS CONTAINED WITHIN THIS SET ARE STRICTLY FOR REFERENCE ONLY. FIRE SPRINKLER DRAWINGS SHALL BE DESIGNED AND PERMITTED BY A FIRE PROTECTION CONTRACTOR. 16. —1 ALL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEMS FOR TYPE I HOODS SHALL BE DESIGNED AND INSTALLED BY A LOCAL. ANSUL AGENT. THE USE OF DRY CHEMICAL SYSTEMS IS PROHIBITED. THE LOCAL ANSUL AGENT CONTRACT IS HANDLED THROUGH THE KITCHEN EQUIPMENT SUPPLIER. 17. ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY— INSTALLED DISCONNECT SWITCH. 18. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR REMOTE CONDENSING UNITS. 19. ALL ELECTRICAL CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS HOT POSSIBLE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS 014 ROOF. 20. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 21. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 22. SEE MECHANICAL DRAWINGS FOR 0 O ADDTiI NAL INFORMATION, 2.3. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 24. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. 26. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 27. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. 28. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION. 25. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01. 2008 City Of Tukwila ILDIN DIVISION MEM 11 ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH AU. LOCAL CODES AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 2. ALL PLUMBING WORK SHALL BE PERFORMED P R MED BY A LICENSED PLUMBER. 3, ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR TO INSTALLATION. ALL ROUGH —IN LOCATIONS SHALL BE COORDINATED WITH THE MANUFACTURER'S SUBMITTAL INFORMATION. 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): A, UNDERGROUND PIPE IS TO FOUNDATION B. OVERHEAD PIPE IS TO FINISHED WALL C. ELEVATIONS ARE TO FINISHED FLOOR 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE WITH Mc ' DONALD S SPECIFICATIONS. TI0 N . SPECIFIC ION AT S ARE CONTAINED WITHIN H T ESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE ENGINEER—OF—RECORD. 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK, 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND /OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT OF EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., MAY OCCUR. THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB STAINLESS STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT HEAT LOSS AND SEEPAGE. 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR EQUAL. 11. AU. PENETRATIONS OF FIRE —RATED WALLS SHAU. BE FIRESTOPPED WITH AN APPROVED AND USTED FIRESTOPPING SYSTEM. SANITARY AND VENT SYSTEMS: 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT, FROM THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST —IRON WHERE REQUIRED BY CODE. 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH AS FOLLOWS: 4. CLEANOUTS SHALL BE INSTALLED I LLE IN ALL HORIZONTAL DRAINAGE NA PIPE AND SHALL BE LOCATED NOT MORE THAN 0 AN 0 F'T, APART. 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS SHALL BE PROVIDED. 8. CLEANOUTS ON 6—IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8 —IN, AND LARGER PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS FOLLOWS: PVC TYPE DWV CAST —IRON <10 FT. PIPE SECTIONS CAST —IRON 10 FT. PIPE SECTIONS MAX. HORIZ. SPACING MAX. VERT. SPACING 10 FT. 10 10 FT. 10 FT. 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS TRAP SIZE SLOPE DISTANCE r4 PER FT. h” PER FT. J6 " _ PER FT. 8 FT. 12 FT. 16 FT. 11. ALL PLUMBING VENTS THROUGH THE ROOF SHAU. TERMINATE A MINIMUM OF 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE THE PARAPET. 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE, WHERE A PLUMBING VENT IS LOCATED WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 FT. ABOVE THE INTAKE. 13. ALL. SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. 14. AU. FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER OR PROSE!' TRAP GUARD. GREASE INTERCEPTORS: 1. SEE SITE PLAN FOR THE SIZE AND LOCATION OF THE GREASE INTERCEPTOR. 2, THE GREASE INTERCEPTOR SHALL BE INSTALLED IN A LOCATION THAT I5 ACCESSIBLE FOR . PUMPING. 3. THE GREASE INTERCEPTOR SHALL BE CONSTRUCTED OF FIBERGLASS OR PRECAST CONCRETE. GREASE INTERCEPTOR CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES. 4, PRECAST CONCRETE INCERCEPTORS SHALL BE CAPABLE OF 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, SHALL BE REINFORCED WITH BAR OR WIRE MESH AND SHALL BE COATED WITH A MINIMUM DOUBLE —LAYER EPDXY —COAT ON THE INTERIOR. THE EPDXY— COATING CAN BE FACTORY OR FIELD — APPLIED. 5. THE GREASE INTERCEPTOR SHALL BE VENTED IN ACCORDANCE WITH THE LOCAL CODE. 6. ACCESS TO THE GREASE INTERCEPTOR SHALL BE PROVIDED WITH TWO (2) 24—IN. 2 MANHOLES. ALL SURFACE WATER MUST DRAIN AWAY FROM MANHOLES. 7. PIPING INLET AND OUTLET SIDES SHALL BE CLEARLY LABELED ON THE TOP OF THE GREASE INTERCEPTOR TO INSURE PROPER INSTALLATION. ,DOMESTIC SUPPJ.Y SYSTEMS: 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE EXITING SANITARY PIPE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. PLUMBING NOTES DOMESTIC SUPPLY SYSTEMS (CONT.): 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE TYPE K COPPER TUBING OR COPPER PIPE. CPVC PIPE CAN BE USED WHERE PERMITTED BY CODE. IF THE SITE CONTRACTOR USES CPVC, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION TO ACCOUNT C NT FOR EXPANSION AND CONTRACTION. 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PSI STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN APPROVED WATER- PRESSURE REDUCING VALVE WITH STRAINER CONFORMING TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS BELOW 45 PSI STATIC. A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. 4. INCOMING WATER SERVICE SHALL BE 2" MINIMUM. IF THE RESTAURANT HAS A FIRE SPRINKLER SYSTEM, THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. 5. P VI " PROVIDE A MINIMUM 1 ANNULAR CLEARANCE PENETRATIONS. R LEARANCE AROUND ALL PIPE SLAB PENETRAT ONS 6. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL OE INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. 7, A PROPERLY SIZED AND APPROVED EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER UNE INLET TO THE WATER HEATER WHEN A BUILDING WATER SERVICE RPZ IS INSTALLED. 8. ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER TUBING, COPPER PIPE OR GALVANIZED STEEL PIPE. IF CPVC PIPE IS USED FOR SITE PIPING, THE PLUMBING CONTRACTOR SHALL PROVIDE AN APPROVED ADAPTER FITTING FROM CPVC TO COPPER. . ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: 10. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING DOWNSTREAM OF THE STAINLESS STEEL RPZ SHALL BE APPROVED STAINLESS STEEL OR CROSS— LINKED POLYETHYLENE. 11. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW PREVENTION DEVICES SHALL. BE ASSE USTED AND APPROVED FOR THE DEVICE OR APPLIANCE THEY SERVE. 12. ALL WATER SUPPLY ONES SHALL BE PROVIDED WITH A QUARTER —TURN SHUT—OFT VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. 13. QUARTER—TURN SHUT —OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY INUNE BACKFLOW PREVENTION DEVICE. 14. ALL VALVES AND W D BACKFLO PREVENTION DEVICES SHALL BE INSTALLED WITH FITTING S THAT FACILITATE REMOVAL IN CASE OF FAILURE. 15. ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1" THICK EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R —VALUE OF 3.5. 6 1 PRIOR TO BUILDING TURNOVER, TH DOMESTIC WATER SUPPLY PURGED E TER S PPLY SYSTEM SHALL BE P R F 0 DELETERIOUS MATERIAL D DISINFECTED. DI I D NC AN DISINFECTION SHAU. BE DONE IN ACCORDANCE A E WITH THE LOCAL HEALTH CODE, PLUMBING CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. STORM D. AIN_AGE SYSTEMS: 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND SHALL CONFORM TO ASME A112.21.2M OR A112.3.1. 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST —IRON WHERE REQUIRED BY CODE. 3. AU. SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE THE SAME AS THE SANITARY AND VENT REQUIREMENTS. 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE SAME AS THE SANITARY AND VENT REQUIREMENTS. 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1" THICK EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R —VALUE OF 3.5 TO PROTECT AGAINST CONDENSATION. 6. CLEANOUTS SHALL BE INSTALLED IN All HORIZONTAL DRAINAGE PIPE AND SHALL BE LOCATED NOT MORE THAN 100 FT. APART. 7, CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS SHALL BE PROVIDED. NATURAL GAS SYSTEMS (IF APPUC LE): 1. ALL GAS PIPING, WATER HEATER VENTS, INTAKES AND FLUES SHALL CONFORM TO THE CURRENT VERSION OF NFPA 54, NATIONAL FUEL GAS CODE, AND ANY LOCAL CODE REQUIREMENTS. RIECEI NT. 2. THE NATURAL GAS PIPING SYSTEM DESIGN IS BASED ON THE FOLLOWING: A. MINIMUM SUPPLY PRESSURE AT THE METER OF 6 IN, W.C. B. 0.3" W.C. MAX. PRESSURE DROP FROM METER TO ANY APPUANCE C. 1,000 BTU PER CU. FT. OF NATURAL GAS 3. ALL NATURAL GAS PIPE SHALL BE SCHEDULE 40 CARBON STEEL PIPE WITH IRON FITTINGS. 4. ALL SUSPENDED NATURAL GAS PIPING SHALL BE SUPPORTED AS FOLLOWS: MAI f '11 I U"ti,. , _r+ PUOLIQ WQl is MALLEABLE fiscESYS AN{ ,o '19 5. GAS PIPING SHALL NOT PENETRATE ANY FIRE —RATED CHASE OR SHAFT, DUCTWORK OR PLENUM. 6. AU. INTAKE AND VENT PIPING FOR SEALED— COMBUSTION WATER HEATERS SHALL BE PVC OR ABS, SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE PLUMBING CONTRACTOR. 7. ALL WATER HEATER VENTS SHALL BE LOCATED A MINIMUM OF 10 FT. HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A WATER HEATER VENT IS LOCATED WITHIN 10 FE OF AN INTAKE, THE FLUE OR VENT SHALL TERMINATE A MINIMUM OF 2 FT. ABOVE THE INTAKE. 8. UPON COMPLETION OF INSTALLATION. THE GAS PIPING SYSTEM SHALL BE PURGED OF DELETERIOUS MATERIAL AND SHALL BE PRESSURE TESTED. PRESSURE TESTING SHALL BE PERFORMED WITH THE EQUIPMENT SHUT -OFF VALVES IN THE CLOSED POSITION TO PROTECT EQUIPMENT FROM DAMAGE DUE TO EXCESSIVE PRESSURE. 9. AFTER THE PRESSURE TEST HAS BEEN COMPLETED AND ANY LEAKS REMEDIED, THE INSTALLING CONTRACTOR SHALL MEASURE AND VERIFY THE FOLLOWING GAS PRESSURES WHILE EQUIPMENT IS IN OPERATION: A. GRILL — 5" W.C. NATURAL, 10" W.C. LP. B. FRYER — 44" W.C. NATURAL, 8l " W.C. LP. C. WATER HEATER — 5" W,C. NATURAL, 11' W.C. L.P. D. HVAC UNIT — 5" W.C. NATURAL, 11" W.C. L.P. IF THESE MINIMUM PRESSURES ARE NOT MET, THIS SHALL BE IMMEDIATELY REPORTED TO THE McDONALD'S AREA CONSTRUCTION MANAGER. y ,EB MVT EIT a 0 z • D, • D _1 In S 2 kr) a. ECl O C7 U) CV Nia F O E 0 E 'v '' S 10 ° + N C .N v 'i D II p 4) ° U . 0. 0 a5 V] ,, 0 0 gm sj "6" a o i-0 0 ap meal 0 a� 0 _a O ° n O 4 Q - .- 6. -.--, U C . V t,. L.. U v 4? a ' v as _ N l 0 Uv E o cii Q . v 4 Q C G d 0 ina 0 c Q 0 U O Q o "'a< U v g • C c+;T� U v0'�, o o • N o O 4! 2 w oa y . 4., t' 0 0 7 © U 2 a � N N� ca .0 E Q t 0 , 0 1 :7 a -.- CL -C 1 711 -6 Q 0 ° t Q p 0 P � v � _� t s w v o 53 _o 3 (n In U _c L . -.w — ` v cl„ F- CL 4- 0++ v N O46 -0005 .W.0 NOTES DRAWING NOTES 1. SEE DRAWING P3.2 FOR PLUMBING LEGEND. 2. SEE DRAWING P©.0 FOR GENERAL PLUMBING NOTES. 3. SEE DRAWING P3.2 FOR PLUMBING FIXTURE SCHEDULES AND DETAILS. 4. SEE DRAWING P2.0 FOR PLUMBING ROUGH -INS. co m KE NOTES INCOMING UNDERGROUND WATER SERVICE (SEE SITE PLAN FOR CONTINUATION) CW UNDERGROUND TO YARD HYDRANT (HB -3) IN TRASH CORRAL (SEE SITE PLAN FOR CONTINUATION) PROVIDE ACCESS FOR ALL VALVES (TYP.) CW UP TO YARD HYDRANT ON ROOF % SSRPZ COARSE FILTER PC BSI 1 I--IC5N TO WATER - COOLED CONDENSER SYMBOL LEGEND O PRESSURE GUAGE • LOW PRESSURE SWITCH ® HIGH PRESSURE SWITCH K1I FULL -PORT BALL VALVE N CHECK VALVE PUMP SOLENOID VALVE N IN Il THREE -WAY VALVE x 1 PRESSURE REGULATOR N.N DUAL CHECK VALVE I� t DUAL CHECK VALVE WITH VENT H STRAINER RELIEF VALVE CONSTANT WATER PRESSURE BOOSTER MODULE BOOSTER TANK d ie BYPASS COOLING COIL FINE FILTER ACCUMULATOR TANK 55 PSI ORANGE JUICE (TYPICAL) FILTERED WATER TO CLEAN-IN-PLACE PANEL PHOSPHATE FEEDER BYPASS REGULATOR CII�1 TREATED WATER TO ICED TEA BREWERS 5f-f- I-NN PRE - FILTER 2.5 GAL. STORAGE TANK 20 GAL STORAGE TANK PERMEATE PUMP TREATED WATER TO ICE MACHINES REVERSE OSMOSIS FILTER CO2 I DISPENSER (TYPICAL) COOLING COIL SODA TOWER (TYPICAL) BEVERAGE SYSTEM DISTRIBUTION SCHEMATIC NOT TO SCALE R.O. WATER J.-TO BUN STEAMER CALCITE FEEDER R.U. WATER CYST REDUCTION i-TO ESPRESSO AND COFPLL FILTER RECEIVED MAY 05 71infl TUKWILA PUBLIC WORKS • t Vd ed 0 a c 0 N Q 0 N Q 0 1 z Z 0 Di 2 CZ < 1f CL II' r (N d" 11 Ns 0 u 2 0) • 0 a fll N - 0 U 0 a v Q • 1 0 0 0 z C Q Q v Cn 0 riA Ui m 1- 0 '' 0 a 0 _ v '0 w0 N m 0 o e ' C 0- ti 4) : 0 0. v 9) _ 4" E ' o- ZD ` Q £. - 0 „ >+ .y Q v -0 U a Q c a . 0 .v - Q N c_ �, 1n cn a o a C • a v a • a' 'C1 ..- 0 0 C • 01 0.. E 0 0 0 - r. a v L U c a tu — 4— e I Q - a : . U) p 0 0 £ 0 c •4 4 e sn v a -N U) °L'-0?'v� cc 0 C -r_ Y' 0 w ° im cc U L U vi 'vv L ci mss°.. u L CU c v 0 I N L. Er -u a O C a w 0 0 U a 4- ° v a N ,v U Ti L v N § 04b- 0005 .00.0 WATER PI PI PBS 'O N N 0 t a (1) IiJ r L h SCALE; 1/4"=1 rr 1 I o sr �zcY ty - rr { t ^ ax a a'Gtf $AT PII!*4 LAN s , / LAV -2 4 I: - rr H1°- I 0 Ilo DI I - 1 I i I I I I L fail MENEM...MN. r v cc 5 S S 1 1. 11 t aigifiNIMMOM/* Mb OM LAV - LAY—I HWR 140T f foss 1 :: • riO 11 -HWR 110`F L 1 1 1 1 F ma, ma fie M. ■••61971111SMI fe fie Or El --J C a i � 11 11 11 11 1 9 r e — _ 11 J REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2008 City Of Tukwila BOIL ADIVISI© I 'l J WviPONENT 4. 1i1RAr: a'E NK D r _1 F1 .................... WASTE 4 STORM PIPING LAM SCALE: 1/4 " =1 —O" nRAWIN6 NOTES 1 . SEE DRAWING P -3.2 FOR PLUMBING LEGEND. 2, SEE DRAWING P -0.0 FOR GENERAL PLUMBING NOTES. 3. SEE DRAWING P -3.2 FOR PLUMBING FIXTURE SCHEDULES AND DETAILS. 4. SEE DRAWING P -2.0 FOR PLUMBING ROUGH —INS. P9 10 YGO * YSdL KEYED NOTES SANITARY UNE TO SANITARY SEWER (SEE SITE PLAN FOR CONTINUATION) GREASE LINE TO EXTERIOR GREASE INTERCEPTOR (SEE SITE PLAN FOR CONTINUATION) STORM UNE TO STORM SYSTEM (SEE SITE PLAN FOR CONTINUATION) TERMINATE OVERFLOW DRAIN AS HIGH AS POSSIBLE WITH DOWNSPOUT COVER TERMINATE OVERFLOW DRAIN ABOVE TRELLIS WITH DOWNSPOUT COVER TERMINATE OVERFLOW DRAIN 12" ABOVE FINISHED FLOOR WITH DOWNSPOUT COVER YGO PLUMBING CONTRACTOR SHALL COORDINATE FLOOR DRAIN LOCATIONS WITH McDONALD'S AREA CONSTRUCTION MANAGER AND SHALL VERIFY THAT FLOOR DRAIN LOCATIONS MEET LOCAL CODE REQUIREMENTS (DISTANCE FROM TRAP TO VENT) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 1 2003 City Of Tukwila BUIL DIN DIVISION 17 14 \ AMO 0 1- w 43 .F,,, a) C .g LLI 1. c • Q L .) rn y CD b M ED L — o- co • 2 w r • N 8 8 N 4 h o o) N L (( -i- °C +E Q- a�v N • ° : N •- - o ° •c)0i C • o a- +� �. : o O O Q O • s O O C L C C — v Q Q ° O 7 •' V C ° O O -�+ ° O N O C 0 ) 0) C o - L V v) • .� 0 - -/ . � O Q o ,, C . ° L V O Q 0) c ' 0. (n .g •4 O ,. U - ; 5(6: C v) 7 : ▪ CC 1CD V C7 Q L O O O Q N o Q j w 0) V V 0) O -� L -16 O L 4) I- Q. $ 4- -I- ( -I- N a x W 0 Z C H 2 CD a z H M Q 1 w z_ $ P M 0 H + 2$ .2 cf)� o 3 W � p a lp N .,st tv 046 - 0005.00.0 1 F' 1 • 2 WASTE 4 STORM OAS PIPE FROM SERVICE MAIN SEE SITE PLAN FOR CONTINUATION HVAG DEMAND: 610 MBH KITCHEN DEMAND: 4b0 MBH HOT WATER DEMAND: 1 qq MBH TOTAL DEMAND: 151q MOH SERVICE PRESSURE REGULATOR 6A5 PIPYN6 PLAN 1. SEE DRAWING P3.2 FOR PLUMBING LEGEND. 2. SEE DRAWING PO.0 FOR GENERAL PLUMBING NOTES. 3. SEE DRAWING P3.2 FOR PLUMBING FIXTURE SCHEDULES AND DETAILS. 4. SEE DRAWING P2.0 FOR PLUMBING ROUGH -INS. 39 -8 180 MBH 2" 4 -0 559 MBH 12 -5 360 MAN 3N[r_ Art 241 /" 2 1319 MBH DRAW I N6 NOTS 2 -1 2" 20-8 1319 MBH 1 1 2 .. 4 -10 180 MBH 1" UP 5 TO HVAG UNIT (K -2) 1 12 -6 100 MBH 2 1 2" , 2 -7 1219 MBH 2 3 -1 240 MBH 2 -1 2" 2" 10 -2 8 -2 1039 MBH 799 MBH 1)s" UP 5 TO HVAG UNIT (K -1) 1 1 2 1 -5 240 MBH 1)�Zu DN 0 P-0" TO 3-VAT FRYER PIPING KAY PIPE sag 10' - 11" 1010 M33F PIPE LENGTH LOADING ON PIPE LEN6TH GAS DEMAND 151q MBH I-4vAG UNIT ON ROOF (K -2) 100 MBH GAS RISER PIA RA1 NOT TO SCALE HVAC UNIT ON ROOF (K -1) 160 MBH 1Y " HVAG UNIT ON ROOF (D -1) 160 MBH HVAG UNIT ON ROOF (P -1) 180 MOH 3 -VA PRENGH DOMESTIG FR WATER HEATER 240 MBH 1qq MBH ° 43 GAS DOCK 2 PIPE PENETRATION THRU BUILDING STRUCTURE. PROVIDE PIPE SLEEVE AS REQUIRED. 0 GAS ME1i-R/REGULATOR Q GAS PIPING UP THRU THE ROOF. COORPINATE PIPE ROOF PENETRATION WITH AG UNIT LOCATION IN THE FIELD. CU 2 ° i „.I Z7 0 "-- N 0 • N O 10 4 • - 2 tl =U ry Q) 1 a dC 4 t_,..., v Q v'Q 0 O U J y C aY Q .2 28e. E fn En t!I U C :EL. v -u -a 0 O - 6. v= 4 U C ()1 Ca. C • 9 'O ._ 0 C U C 47 Iii .N C 0V44 a a n p Q o s 2 '+_, m C C b N O 41 .11: D O Q p % N • L � t VI 4 J~ C a U Q • c h ° . ' - a c a o v � - sc.U ° ° a 6.. = E a m ` - o C21 01 v a E ' m u +, 4 c R' 0. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2008 City Of Tukwila B ILDINC, DIVISI ©N 046-0005. .0 PIPING -GAS 020.00P2 020.00P5 021.00P1 02).10P1 024.O1P1 025.0211 02c1 01 P2 052.01P1 03q.15P3 04q.0011 065.00P1 (110.1911) - (116.1 P1) 116. P2 VIF = Verrfy In Field PC = Plumbing Contractor 56I = Beverage System Installer T SGRIPTION AUTOMATED BEVERAGE SYSTEM AUTOMATED BEVERAGE SYSTEM 2 SOPA TOPER - GOLD PLATE - 8 VALVE -- LEVER CONTROL SODA SYSTEM PACKAGE 5. I .5. (REGI RCULATI NG- 5 TOWERS) SODA SYSTEM PACKAGE B. I.S. (ICI RGULATI NCr- 3 TONS) SODA SYSTEM PACKAGE 5. I.5. (RECI RCULATI N6- 3 TOYIERS) SODA SYSTEM PACKAGE 8 • I.B.(I CIRCULATIN&- 5 TOWERS) 1 SOPA SYSTEM PACKAGE B. I .5. (REOI RGULATI NG- 5 TONS) REVERSE OSMOSIS WATER FILTRATION SYSTEM - PFD GAUGE MONITOR ReveRse OSMOSIS WATER FILTRATION SYSTEM - PRESSURE GAUGE MONITOR REVERSE OSMOSIS WATER FILTRATION SYSTEM - 20 6AL. TANK CLEAN IN PLACE PANEL ICE MACHINE - 500 LB. ICE MACHINE - 500 L.B. 3 ICE MACHINE - 1000 LB. CO2 FILL BOX 3 -VAT FRYER Y- OAS - F /F /F 3 -VAT FRYER - GAS - 5/5/5 ( 31.03 ( 31.03 t 31.03 101.1Q ( HOLD) 023.02 P 1 PLUMS -C 65.14 1 OPTIONAL WAREHASHER 160.01 P1 (HOLD) INSTALL THIS SECTION OF THE SLEEVE AS 1 1 I C. 4 AS POSSIBLE SO THAT THE BOTTOM OF THE SLEEVE 15 (ON NON- CLEARSPAN BUILDINGS ONLY) . ABOVE THE BOTTOM OP THE ROOF JOISTS SODA BUNDLE 3/5" R.O. 3/8 R.O. SEE RMKS 1/2" FILTERED SEE RMKS - 1/2" TREATED SEE _ RMKS 6" PVC CONDUIT SEE RMKS - SODA BUNDLE SEE RMKS 5/8" OUTLET 6" PVC CONDUIT SEE RMKS •- SODA BUNDLE 3/8' INLET 5 /5" OUTLET 3/8" INLET 1/2" TRE=ATED REFRIO LINES 1/2" TREATED RIlFRIG LINES PN CHASE FROM SOPA SYSTEM - °T° FROM D/T IF REQUIRED - BSI TO MAKE FINAL CONNECTIONS, LOCAL CODES PERMITTI PN CHASE FROM R.Q. SYSTEM - IF NO CHASE RUN IN 2 "COND TO SIB -BSI TO GONN CH LINE, LOCAL CODES PERMITTING DN CHASE FROM R.Q. SYSTEM - IF NO CHASE RUN IN 2 "GOND TO JB -551 TO CONN OW LINIE, LOCAL CODES PERMITTING DN CHASE FROM SODA TOWER C4 LINE W/ RECIRG /CHIILED INSULATED BUNDLE-55I GONN CWL I NE, LOCAL CODES PERMITTING DN CHASE FROM SODA SYSTEM - IP NO CHASE RUN IN 2 "GOND TO J5 -85I TO GONN OW LINE, LOCAL COPES PERMITTING ABOVE CEILING FROM SOPA SYSTEM - TERMINATE AT CHASE DN CHASE FROM SODA SYSTEM - 551 TO MAKE FINAL CONNEOTIONS, LOCAL CODES M+I TT I N16 FLEX LINE OVERHEAD TO VARIOU5 EQUIP. SEE WATER LINE REQ. THIS SHT. I TO MAKE FINAL GONN, LOCAL CODES PERMITTING OVERHEAD TO SOPA TOWER CHASE(9) -- 55[ TO MAKE FINAL CONNECTIONS, LOCAL CODES PERMITTING PC TO MAKE CONNECTION FROM WALL LOCATION TO SODA SYSTEM (VERIFY 1-FEIGHT IN FIELD) FROM REMOTE CONDENSING UNIT FLEX LINE OVERHEAD FROM SODA SYSTEM BOOSTER -BSI TO MAKE I= I NAL CONN, LOCAL COMES P RMITTIN6. 100 PSI MIN. PRESSURE ALEX LINE OVERHEAD TO 20 GAL. TANK. -BSI TO MAKE FINAL CONN. LOCAL CODES PERMITTING FLEX LINE OVERHEAD FROM PRESSURE GAUGE MONITOR -B5I TO MAKE FINAL CONN, LOCAL CODES PERM I TT I 1 6 CONNECT TO SODA SYSTEM PACKAGE FLEX LINE OVERHEAD FROM SODA SYSTEM - 551 TO MAKE PINAL GONN EGT I ONIS, LOCAL G0DCS PERMITTING PRE-CHARGED REFRIGERATION LINES OVERHEAD FROM REMOTE SING UNIT FLEX LINE OVERHEAD FRQM 50VA SYSTEM - 551 TO MAKE FINAL GONNEGTION5, LOCAL CODES PERMITTING PRE - CHARGED REFRIGERATION L I N1 0vERHEAD FROM REMOTE CONDENSING UNIT HEIGHT I5 TO CENTERLINE OF FILL BOX;INSTALLED BY 6.G. EXTEND (1) GAS LINE DN CHASE AFTER EQUIPMENT ITEM( 5) INSTALLED EXTEND (1) GAS LINE DN CHASE AFTER EC,1U I PMENT ITEM( 5) INSTALLED 6A5 6A5 BTU S 17F MISC PL86 6 PVC- CONDUIT DRAIN REQUIREMENTS 4 REMARKS 101 .1 24.01 P2 2q.0I P3 6.64 CONSTRUCTED CHASE FROM CEILING TO 18"H X 16 OPEN I N6 AT FLOOR FOR ROUTIN6 BEVERAGE 4 UTILITY LINES TO SELF SERVE EQUIPMENT 01 L. n-® Ow in ,N p Q L-Tj b L 11 O O N L C7 C ' � t)m C7 v • a C) + a Q7 !() CT 1-C1-q) �,N � Q Q a • a y U) c el E v c V u � aa�m C N a) �� O-L 2.O tc • 4v a'rna u . v A d U q,_ Q u O "" (n- u c q a O F S E c o 4 0 4 i.. x a ✓ v ZS 'z : cu cu o oL REVIEWEC7FOR CODE COMPLIANCE APPROVED JUL O 1 2000 'i WATER LINE REQUIREMENTS: RECIRCULATED - ORANGE JUICE DISPENSER FILTERED - GLEAN -IN -PLACE PANEL - SMOOTHIE MACHINE TREATED - ICE MACHINE - ICED TEA BREWER REVERSE OSMOSIS - GOFFEE BREWER - ESPRESSO MACHINE - FILET BUN STEAMER VIF : Verr1'y rn Freld PG = Plumbing Contractor 551 = Beverage System Installer 134.©0P1 151.51P2 151.31F3 152.0111 160.O1PI 116.154P3 1'16.11 1 16 . 1 c1F2 100.02P1 700.05R1 100.18P1 700.2211 701.02P1 101 .03P1 /01.04P1 101.05F1 101.06P1 101 .O1PI 101.05P1 101.10P1 101.22F1 /01.251 DESCRIPTION RAPID FILET BUN STEAMER VEGETABLE SINK MORK SINK- 3 GQi1'ARTMENT- qO" WIDE - RIGHT HAND YORK SINK- 3 COMPARTMENT- 9T- 10 ° WIDE - RIGHT 1-IANP NARK - UPR I 6HT SMART SHAPE SYSTEM COOLER EVAPORATOR - AIR - COOLED COOLER EVAPORATOR - AIR - COOLED COOLER EVAPORATOR - AIR FREeZeR EVAPORATOR - AIR -COOLED FREER EVAPORATOR - AIR - COOLED SMOOTHIE MACHINE HAND SINK BULK OIL FILL BOX WATER HEATER - SEALED COMBUSTION -- 6A5 WATER HEATER - SEALED COMBUSTION - GAS HATER CLOSET - APA LAVATORY - VANITY LAVATORY - NALL HUNG 3" FLOOR DRAIN 5" FLOOR SINK - 1 /2 GRATE= 3 FLOOR DRAIN WITH FUNNEL 4" FLOOR DRAIN 4 FLOOR DRAIN W/ di"x3" RUNNEL 6A5 BTU ¶LUMIN• SCHEDULM 6A5 SIZE 3/4° 140 3/8" 3/4" 3 /6" R.O. 1--1 /2" INDPRAIN 3/4" LINE REFRIG LINES 3/4" LINE 2" VENT 2" VENT 2" VENT 2" VENT H6T AFF PG TO PROVIDE AND INSTALL INDIRECT DRAIN PIPIN6 AND MAKE ALL PINAL CONNECTIONS PC TO MAKE FINAL CONNECTIONS PER LOCAL CODE 3/4 CONDENSATE DRAIN LINE NVRETURN i END 4 TRAP -SUPP. BY RE1 RI6. CONTRACTOR PG MAKES FINAL CONNECTIONS PER LOCAL CODE 2 1/2" D 3° DRAIN 5° DRAIN REQUIREMENTS 4 REMARKS 551 EXTENDS OK LINE FROM R.O. SYSTEM 4 TERM. W /QU I G4( P I SGONN. OPEN SITE, IN17IRECT DRAIN OPEN I N6 FOR 3/4" CONDENSATION DRAIN L I NE- SEALED HEATHER TIGHT BY 6C, RUN TO REMOTE CONDENSING UNIT - INSULATE FULL RUN LENGTH -- INSTALLED BY RtsFRI6. CONTRACTOR 5/4° CONDENSATE DRAIN LINE W/RE'TURN BEND 1 TRAM' -SUPP. 3Y 1FRI6. CONTRACTOR OPENING FOR 5/4° CONDENSATION DRAIN L I NE- SEALED YIEATHER TIGHT PN CHASE FROM SODA SYSTEM - IF NO OHASE RUN IN 2 ° CONP TO JD -35I TO CONN CH LINE, LOCAL GODES PERMM I TT I NG 2 WASTE o 1' -3" AFF WITH 1 1/2° VENT UP - WATER LINES e l'-10" - HW =110 DEGREES - MOUNT SINK BOWL RIM a 34" A . F . F . HEIGHT IS TO CENTERLINE OF FILL BOX;INSTALLED 81" G.C. PC TO VERIFY WATER HEATER INSTALLATION HEIGHT - SEE PLUMBING SPEi .I F I CAT I ON LE6ENP FOR ADDITIONAL. INFORMATION PC TO VERIFY WATER HEATER INSTALLATION HE 16HT - SEE PLUMB I N6 SPECIFICATION LESENI9 FOR ADDITIONAL INFORMATION SEE PLUMBING SPECIFICATION L1 &END FOR ADDITIONAL INFORMATION PLUMBING SPECIFICATION LAND FOR ADPITIONAL INFORMATION SEE PLUMBING SPECIFICATION LEGEND POR ADDITIONAL INFORMATION SEE PLUMBING C.PECIFIGATION LEGEND FOR ADDITIONAL INFORMATION - MOUNT SINK BOWL RIM o 34 A.F.F. SEE PLUh1B I NG SPECIFICATION LEGEND POR ADDITIONAL INFORMATION - MOUNT SINK 30141.. RIM o 34° A.F.F. SEE PLUMBING SPECIFICATION LEGEND FOR ADDITIONAL INFORMATION SEE PLUMBING SPECIFICATION LEGEND FOR ADDITIONAL INFORMATION 51e PLUMBIN6 SPECIFICATION LEGEND FOR ADDITIONAL INFORMATION sEE PLUMBING SPECIFICATION LEGEND FOR ADDITIONAL 1 NF0 RATION SEE PLUMBING SP1ECI FI GATI ON LEGEND FOR ADDITIONAL INFORMATION �G08- I MAYO ; rffl - ruRVVllJN . '1JULIG WORKS K:\DIVVIEST\ Hf 1EST\O4 '- OOO5 -O© -4 TUKI I LA, WA \4S8 - ?i'LP3- 4_P3 -1 _P3 -2 . DN& 04-11-2005 14:36 STD ISSUE DA OGT 2001 REvIERED Br J.ROCKNEL 13 z 8 TI TLE 2001 STANDARD D BU I LD I N:6 4587PP +5 ' R-VD /!ND BU I LD I N6 DESCRI PT I ON NOM 6EARI NS MALLS W./ EXT'ER I OR STUCCO FINISH HOOP ROOF TRUSS F RAM i NE STUCCO EXIIER I OR FINISH ARCADE /ENTRY SITE ID — 000 SITE ADDRESS 15210 PACIFIC EW. NEST DATA ISSU� OGT 2001 TU{ILA 1 PREPARED FOR: ©2007 McDonald's USA, LLC 4 \ McDonald's USA, LLC These drawings and specifications are the confidential and proprietary property of McDonold's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and ore not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. PREPARED BY: Jason Br Greenberg Registered Prof Tonal Engineer 2111 McDonald's S 1ve (rrak Brock, IL 6052S ® 2v • k 1 2° EXPIRES. 41A 6 — 1 r z z >X in Q 0 c PATE PESGRIPTION rn X ru z D Co 1 S fv*) 0. cn .5 . ®. ril DC co 00 0 qt tm0 c WWII OM. Om r 0 • N v at 0 1/2" 1-1/2" a 1/2" / • / / / / / / 3 1 J n 2 / / / / a NE J2. \se //to r / / • / f / / r r • / / • a / 1 / / / / / r • / / / 3/4" 112" 1 // / .4..\ -1 4" • L ( _ // 1 " • • / 1 1 -1 /2 " • 1 / / 4" / a / / a / 1 r / / / / a 0 1 -1/2" a • • / ti / / • /r\ I / I / / / / • / / / / / 1 -1/2" / / • - 0 0 • • • co 7 • - 1 m U1 k•a 0 K:\STD\STANDARO\PRELIM\LM PROTOTYPE \4587PP \4587P NWl\4551PP_P3 -O . DN6 03 -21 -2006 11:07 ::UL TI∎140. A 03 {1 1— O Z / \ 1 / \ , \ 1 \ / co \ TITLE 2007 STANDARD SU I LD I NS 45S/FP +5 ° R -1^ D /1ND BU I LD I NCS DESCRIPTION MOOD BEARING HALLS H/ EXTERIOR STUCCO FINISH MOOD ROOF TRUSS FRAMING STUCCO EXTERIOR FINISH ARCADE/ENTRY SITE ID SITE ADDRESS 046 -0005 15210 TUKNILA INTERNATIONAL BLVD. DRAWN BY TP STD ISSUE DATE OCT 2007 REV I EI^ED BY J . ROCKWELL DATE ISSUED OCT 2007 TUKhII LA, VaA PREPARED FOR 2" 2" 7 / .McDonald's USA, LLC ©2007 McDonald's USA, LLC These drawings and specifications are the confidential and proprietary property of McDonald's USA, LLC and shall not be copied or reproduced without written authorization. The contract documents were prepared for use on this specific site in conjunction with its issue date and are not suitable for use on a different site or at a later time. Use of these drawings for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of the contract documents for reuse on another project is not authorized. PREPARED BY: 2111 McDonald's Drive Oak Brook, IL 60523 Jason B. Greenberg Registered Professional Engineer - O m 0 w -1 TI<ZmM z m r - 0 G7 D 0 0 m7 , 04 < m m M '� 00 m - 112 r r 0 0 n z • EXPIRES 7 -29 -08 A REV 6/2/05 DATE ui r r Ul Z - o >Om =O. n >m 77 ?gym — .. 0› 0 — w >2 m ' O Z A Z pm morE m (nom w r m 0 z REV. PER CODE COMMENTS 4 UPDATES DESCRI PTION TP f3Y DETAIL CHEMICAL SYSTEM AT 3 -COMP SINK SCALE: NONE DETAIL CHEMICAL SYSTEM AT MOP SINK SCALE: NONE AEV 1 AT 1 ONS GLEAN -OUT HALL CLEAN -OUT FGO I FLOOR CLEAN -OUT PLUMBINS CONTRACTOR OHNER /OPERATOR SITE CONTRACTOR KES 1 KITCHEN EQUIPMENT SUPPLIER PRE -RINSE SPRAYER 120'F WATER SUPPLY WITH RPZ L BIrT[DN ACTIVATED DISPENSER �' W AIR G AP EDUCTOR. NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. ALL REQUIREMENTS SHALL BE VERIFIED AND COORDINATED WITH THE CONSTRUCTION MANAGER AND KITCHEN EQUIPMENT SUPPLIER. BUTTON ACTIVATED CHEMICAL DISPENSER WITH AIR GAP EDUCTOR AND WATER VALVE z -- 120'F WATER SUPPLY WITH RPZ CONCENTRATE RACK PRODUCT PICK -UP TUBES MOP SINK FAUCET ON B" CENTERS MOP SINK --- MOP SINK DRAIN NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. ALL REQUIREMENTS SHALL BE VERIFIED AND COORDINATED WITH THE CONSTRUCTION MANAGER AND KITCHEN EQUIPMENT SUPPLIER. 3- COUPARTYENT SINK G FAUCET CHARGE TUBES CONCENTRATE RACK PRODUCT PICK -UP TUBES FLOOR PRA IN FLOOR SINK VENT PIPI HOSE 5155 ROOF DECK FINISHED CEILING FINISHED FLOOR GLEAN -OUT ( FLOOR OR YARD) UN OUNP HASTE PIPING ABOVE GROUND STORM PIPIN5 UNPER6ROUND STORM PIPING DETAIL DETAIL L.Q.W. 1. THERMAL EXPANSION TANK 2. EXTEND WATER HEATER, CONDENSATE AND T&P DRAINS TO FLOOR DRAIN 3. WATER HEATER PRESSURE/TEMPERATURE RELIEF VALVE 4. WATER HEATER 5. VERTICAL GAS FLUE VENT FOR WATER HEATER 6. TEMPERING /ANTI -SCALD VALVE SET AT 110'F. 7. SWING CHECK VALVE 8. B&G SERIES 100, BRONZE BODY PUMP (RATED FOR 12 GPM 0 15' OF HEAD) )f 2 HP MOTOR CONTROLLED BY AQUASTAT AND TIMECLOCK 9. BALANCING VALVE 10. STRAP-ON AQUASTAT FOR PUMP CONTROL 11. SEALED- COMBUSTION CONDENSATE DRAIN 12. GAS CONNECTION 13. WATER HEATER DRAIN 14. SEALED - COMBUSTION INTAKE AND VENT 15. NOT USED PUMP SCHEDULE TAG MANUFACTURER MODEL HP V 0 Hz ACCESSORIES RP -1 BELL & GOSSETT 6013 Y4 120 1 60 1 -3 & TACO 112 J 120 1 60 1 -3 RP -2 GRUNDFOS UP43 -75F )b 120 1 60 1 -3 ACCESSORIES: 1. TIMECLOCK 2. AQUASTAT 3. CHECK VALVE WATER HEATER PIPING WITH RECIRC (STANDARD) SCALE: NONE 1...E6END NOTES: 1. INCOMING UNDERGROUND WATER SERVICE SIZED PER ARE PROTECTION CONTRACTOR'S HYDRAULIC CALCULATIONS 2. CONCRETE BLOCKING AT CHANGES IN DIRECTION 3. MINIMUM 1" ANNULAR CLEARANCE 4. UNION 5. BRONZE STRAINER 6. QUARTER -TURN BALL VALVE 7. REDUCED PRESSURE ZONE (RPZ) ASSEMBLY* 8. AIR GAP FOR RELIEF VALVE 9. PIPING FROM AIR GAP TO FLOOR DRAIN 10. GALVANIZED STEEL PIPE SUPPORTS 11. 2'x1)¢ BUSHING 12. 1)i" WATER METER** 13. FLOOR DRAIN -PITCH FLOOR TOWARDS DRAIN 14. P -TRAP 15. PIPE TO SEWER -PITCH AND VENT PER CODE 16. 2' PIPE FOR WATER SERVICE 17. PIPE FOR FIRE SPRINKLER SYSTEM SIZED PER FIRE PROTECTION CONTRACTOR'S HYDRAULIC CALCULATIONS 0 111 2 Z BASED ON WATTS MODEL OO9SQT "WATER METER BASED ON NEPTUNE MODEL T -10 INCOMING WATER SERVICE WITH RPZ, METER AND FIRE SPRINKLER SYSTEM SCALE: )¢ " =1' -0" GOLD HATER PIPIN6 11 HOT WATER PIPING 1 40° HOT HATER PIPI CHECK VALVE BALL VALVE THERMOMETER -•-1- 1 ° HW (140'F) --�-1 Y4" TEMPERED (110'F) -11+. -s 1Y4 DCW THERMOSTATIC MIXING VALVE RECIRCULATED HOT HATER PIPING OVERHEAD LINES (BY P.C.) PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL ACCESSORIES /COMMENTS STANDARD FLOOR -MOUNT WATER CLOSET AMERICAN STANDARD 2234.015 MADERA EL 1.6 F VALVE, ANTI - MICROBIAL OPEN FRONT SEAT LESS COVER, BOLT CAPS ADA FLOOR -MOUNT WATER CLOSET AMERICAN STANDARD 2305,100 MADERA EL 1.6 FLUSH VALVE, ANTI - MICROBIAL OPEN FRONT SEAT LESS COVER, BOLT CAPS UR -1 PC ADA WALL -HUNG URINAL AMERICAN STANDARD 6501010 WASHBROOK FLUSH VALVE, 5,5. STRAINER, TYPE II URINAL CARRIER W CONCEALED ARMS AND TIE ROD LAV - -1 m VANITY TYPE LAVATORY CQRIAN BY GENERAL CONTRACTOR FAUCET, Vii" NPS CHROME- PLATED COPPER WITH STOPS, GRID DRAIN, 1Y" NPS CHROME - PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD FAUCET, %" NPS CHROME- PLATED COPPER WITH STOPS, GRID DRAIN, 1Y" NPS LAV -2 PC WALL-HUNG LAVATORY AMERICAN STANDARD 0124.131 COMRADE CHROME- PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD, TYPE 11 LAVATORY CARRIER WITH CONCEALED ARMS AND TIE ROD FD -1 PC FLOOR DRAIN WITH ROUND FUNNEL 6 "0 NICKEL - BRONZE FINISH STRAINER, 3 "0 PIPE SIZE, 4"0 NICKEL - BRONZE FUNNEL FD -2 PC FLOOR DRAIN ZURN Z41511-3 6 f NICKEL - BRONZE FINISH STRAINER, 3 "0 PIPE SIZE FD -3 PC FLOOR DRAIN WITH OVAL FUNNEL Z41511-4 W/ Z -329 6 o NICKEL - BRONZE FINISH STRAINER, 4 "0 PIPE SIZE, x OVAL FUNNEL FD-4 FLOOR DRAIN Z415H -4 6 "0 NICKEL - BRONZE FINISH STRAINER, 4 "0 PIPE SIZE II PC FLOOR SINK Z1901 -2 -3 12 x12 " x8 ' 0 ' /)i THICK NICKEL - BRONZE GRATE, 3 0 PIPE SIZE, ALUMINUM DOME STRAINER HB -1 AUTOMATIC DRAINING, FREEZELESS, ANTI - SIPHON WALL HYDRANT WOODFORD 65C - NB -2 PC ANTI- SIPHON CLOSE - COUPLED WALL HYDRANT WOODFORD 84C - FREEZELESS POST YARD HYDRANT WOODFORD 115- -1 MOP SINK (STANDARD - SOLID SURFACE) FIAT MSB -2424 FAUCET, GRID WITH 3" NPS OUTLET AND P -TRAP MS -1 MOP SINK (OPTIONAL - STAINLESS STEEL) JUST FAUCET, GRID WITH 3" NPS OUTLET AND P -TRAP MS - -1 PC MOP- SINK OPTIONAL - STAINLESS STEEL TROUGH ADVANCE TABOO FTG -2424 24 "x24 "x4"H, FAUCET, S.S. STRAINER, 4" NPS OUTLET, S.S. GRATE HS-1 STAINLESS STEEL HAND SINK FAUCET SUPPLED WITH SINK, Jr NPS CHROME - PLATED COPPER WITH STOPS, GRID DRAIN, 1)¢' NPS CHROME - PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD, HS-2 STAINLESS STEEL HAND SINK - ADA ADVANCE TABOO 7 -PS -26 TYPE III CARRIER MY HANGER AND BEARING PLATES AND TIE ROD KS- 1 KES 3- GOMPARTM1sIT SINK SEE KITCHEN DRAWINGS FAUCET AND BASKET DRAIN SUPPLIED WITH SINK, Ws NPS CHROME - PLATED CAST -BRASS ITEM: 151.00 P -TRAP OR INDIRECT DRAIN, )i" NPS CHROME - PLATED COPPER WITH STOPS SEE KITCHEN DRAWINGS FAUCET AND BASKET DRAIN SUPPLIED WITH SINK, 1Y" NPS CHROME - PLATED CAST -BRASS VEGETABLE PREPARATION SINk ITEM: 134.02 P -TRAP OR INDIRECT DRAIN, )i" NPS CHROME - PLATED COPPER WITH STOPS KES VERTICAL HARL- ASHER (OPTIONAL.) SEE KITCHEN DRAWINGS BALL VALVE STOP WITH THREADED END, ONE (1) % " PISTON TYPE HAMMER ARRESTOR, 1) ITEM: 152.01 INDIRECT DRAIN _� SEE KITCHEN DRAWINGS Wk • -1 KES WASHING MACHINE ITEM: 223.00 GUY GRAY B -150 SPACE SAVER BOX, TWO (2) " PISTON TYPE HAMMER ARRESTORS FLUSH VALVES - PC WATER CLOSET SENSOR FLUSHOMETER SLOAN BATTERY- OPERATED WITH COURTESY FLUSH _t URINAL SENSOR FLUSHOMETER SLOAN 8180 BATTERY- OPERATED WITH COURTESY FLUSH FAUCETS - PC LAVATORY FAUCET SENSOR TYPE CHICAGO FAUCETS 650 -4 BATTERY- OPERATED u MOP SINK FAUCET INTEGRAL VACUUM BREAKER CHICAGO FAUCETS 897 BATTERY- OPERATED ROOF DRAINS AND OVERFLOW ROOF DRAINS - ROOF DRAIN Z121*NH " SPECIFY PIPE SIZE OPTIONAL PVC BODY DRAIN WHERE PERMITTED - OVERFLOW ROOF DRAIN ZURN Z122*NH -HD OVERFLOW DOWNSPOUT COVER ZURN Z199 -DC - �' " SPECIFY PIPE SIZE tlQIE: 1. SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS DESCRIPTION EXTERIOR GREASE INTERCEPTOR STORM WATER INTERCEPTOR TAG ECI SWI 1 SC 1 STORM WATER INTERCEPTOR Mme: . SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS Model I Utilit 1/3 H FROM TOP OF THE TANK MANUFACTURER GREEN TURTLE GREEN TURTLE UN I S I tUT P - 000T GHANNFI , BOLT TO WALL STRUCTURE WITH ( 2) 3/5" BOLTS, MIN. 1 1 455 BRACKET, (3) 1 /2" BOLTS AND NUTS, TYPICAL. OF 2 PLACES INTERCEPTORS MODEL PROCEPTOR - 1500 GALLONS STORMCEPTOR Water Heaters ACCESSORIES /COMMENTS SEE SITE PLAN FOR LOCATION SEE SITE PLAN FOR LOCATION Recovery Tank gph 1 Dia. Dimensions Control Panel Overall Manufacturer A.Q. Smith A.O. Smith DRE -80 -36 AE125 Electric Electric Sealed Gallons Btu /hr Btu/hr 100 °F rise 241 100 °F rise Delivery Rate 30.25 27.75 29.50 27.75 25.25 28.25 26.00 23.50 28.25 27.75 25.25 Width 13.8 in. 100 1 199 Bradford White Rheem -Ruud Rheem -Ruud' E F -100T- 199E -3NA HE- 119 -199 Gas Electric Electric Gas Electric Sealed Sealed Sealed Sealed 29.50 28.25 30.00 Optional Water Heaters (acceptable for use with standard 3- compartment sink only) 23.6 in. 37.25 36.00 36.00 27.75 31.25 28.25 32.50 32.00 27.75 31.25 Depth 10.8 in. 4.5 in. Electrical Volts Volts PlayPlace Water Heaters (in lieu of recirculation system) Outlet Temp. input Heating Dimensions State Manufacturer M- II- 80A -36 -3 HE- 80.160 ES85 -36 -G SUF100 -150NE CSB82 -361FE Electric Sealed Electrical RECEIVED TumviLi ' PUBLIC WORKS 0415-000S .00.0 mew 0 :- SCHEDULES 4 DETAILS 3 1 FA 0 p m 8 r v • U U 0 -D 'O C • C a L 1 0 0 L O a Q1 L c 'C a a a v o z a m v N O as a � au a , L -,-. C 0 � C ado 0 A ,;� .- ca .. a yy' 0) L L U N N ' N v Ql a •- 4 U • a C qs n- C • O p• -.... O G _ s a 0 - C 0 � L'v 0 a C v 4 N a V 0 Q ¢ Q. a in N v N UI N o U 9 L - 2 a g Q Q 7 In DO c=1 a 00 01,10-6 ° m - _ a • 0 O p a v w : : -0 L co f a 4 Q -N L 0 c a o� _ a Q) 0 0 0 0 0 u t 0 0 0 s 0 0 0 0 U C 4) 1, a 0 0 4- r u Q a 0 0 U U .L Q) 0 ■0I Icei DETAIL CHEMICAL SYSTEM AT 3 -COMP SINK SCALE: NONE DETAIL CHEMICAL SYSTEM AT MOP SINK SCALE: NONE AEV 1 AT 1 ONS GLEAN -OUT HALL CLEAN -OUT FGO I FLOOR CLEAN -OUT PLUMBINS CONTRACTOR OHNER /OPERATOR SITE CONTRACTOR KES 1 KITCHEN EQUIPMENT SUPPLIER PRE -RINSE SPRAYER 120'F WATER SUPPLY WITH RPZ L BIrT[DN ACTIVATED DISPENSER �' W AIR G AP EDUCTOR. NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. ALL REQUIREMENTS SHALL BE VERIFIED AND COORDINATED WITH THE CONSTRUCTION MANAGER AND KITCHEN EQUIPMENT SUPPLIER. BUTTON ACTIVATED CHEMICAL DISPENSER WITH AIR GAP EDUCTOR AND WATER VALVE z -- 120'F WATER SUPPLY WITH RPZ CONCENTRATE RACK PRODUCT PICK -UP TUBES MOP SINK FAUCET ON B" CENTERS MOP SINK --- MOP SINK DRAIN NOTE: THIS DETAIL IS SHOWN FOR REFERENCE ONLY. ALL REQUIREMENTS SHALL BE VERIFIED AND COORDINATED WITH THE CONSTRUCTION MANAGER AND KITCHEN EQUIPMENT SUPPLIER. 3- COUPARTYENT SINK G FAUCET CHARGE TUBES CONCENTRATE RACK PRODUCT PICK -UP TUBES FLOOR PRA IN FLOOR SINK VENT PIPI HOSE 5155 ROOF DECK FINISHED CEILING FINISHED FLOOR GLEAN -OUT ( FLOOR OR YARD) UN OUNP HASTE PIPING ABOVE GROUND STORM PIPIN5 UNPER6ROUND STORM PIPING DETAIL DETAIL L.Q.W. 1. THERMAL EXPANSION TANK 2. EXTEND WATER HEATER, CONDENSATE AND T&P DRAINS TO FLOOR DRAIN 3. WATER HEATER PRESSURE/TEMPERATURE RELIEF VALVE 4. WATER HEATER 5. VERTICAL GAS FLUE VENT FOR WATER HEATER 6. TEMPERING /ANTI -SCALD VALVE SET AT 110'F. 7. SWING CHECK VALVE 8. B&G SERIES 100, BRONZE BODY PUMP (RATED FOR 12 GPM 0 15' OF HEAD) )f 2 HP MOTOR CONTROLLED BY AQUASTAT AND TIMECLOCK 9. BALANCING VALVE 10. STRAP-ON AQUASTAT FOR PUMP CONTROL 11. SEALED- COMBUSTION CONDENSATE DRAIN 12. GAS CONNECTION 13. WATER HEATER DRAIN 14. SEALED - COMBUSTION INTAKE AND VENT 15. NOT USED PUMP SCHEDULE TAG MANUFACTURER MODEL HP V 0 Hz ACCESSORIES RP -1 BELL & GOSSETT 6013 Y4 120 1 60 1 -3 & TACO 112 J 120 1 60 1 -3 RP -2 GRUNDFOS UP43 -75F )b 120 1 60 1 -3 ACCESSORIES: 1. TIMECLOCK 2. AQUASTAT 3. CHECK VALVE WATER HEATER PIPING WITH RECIRC (STANDARD) SCALE: NONE 1...E6END NOTES: 1. INCOMING UNDERGROUND WATER SERVICE SIZED PER ARE PROTECTION CONTRACTOR'S HYDRAULIC CALCULATIONS 2. CONCRETE BLOCKING AT CHANGES IN DIRECTION 3. MINIMUM 1" ANNULAR CLEARANCE 4. UNION 5. BRONZE STRAINER 6. QUARTER -TURN BALL VALVE 7. REDUCED PRESSURE ZONE (RPZ) ASSEMBLY* 8. AIR GAP FOR RELIEF VALVE 9. PIPING FROM AIR GAP TO FLOOR DRAIN 10. GALVANIZED STEEL PIPE SUPPORTS 11. 2'x1)¢ BUSHING 12. 1)i" WATER METER** 13. FLOOR DRAIN -PITCH FLOOR TOWARDS DRAIN 14. P -TRAP 15. PIPE TO SEWER -PITCH AND VENT PER CODE 16. 2' PIPE FOR WATER SERVICE 17. PIPE FOR FIRE SPRINKLER SYSTEM SIZED PER FIRE PROTECTION CONTRACTOR'S HYDRAULIC CALCULATIONS 0 111 2 Z BASED ON WATTS MODEL OO9SQT "WATER METER BASED ON NEPTUNE MODEL T -10 INCOMING WATER SERVICE WITH RPZ, METER AND FIRE SPRINKLER SYSTEM SCALE: )¢ " =1' -0" GOLD HATER PIPIN6 11 HOT WATER PIPING 1 40° HOT HATER PIPI CHECK VALVE BALL VALVE THERMOMETER -•-1- 1 ° HW (140'F) --�-1 Y4" TEMPERED (110'F) -11+. -s 1Y4 DCW THERMOSTATIC MIXING VALVE RECIRCULATED HOT HATER PIPING OVERHEAD LINES (BY P.C.) PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL ACCESSORIES /COMMENTS STANDARD FLOOR -MOUNT WATER CLOSET AMERICAN STANDARD 2234.015 MADERA EL 1.6 F VALVE, ANTI - MICROBIAL OPEN FRONT SEAT LESS COVER, BOLT CAPS ADA FLOOR -MOUNT WATER CLOSET AMERICAN STANDARD 2305,100 MADERA EL 1.6 FLUSH VALVE, ANTI - MICROBIAL OPEN FRONT SEAT LESS COVER, BOLT CAPS UR -1 PC ADA WALL -HUNG URINAL AMERICAN STANDARD 6501010 WASHBROOK FLUSH VALVE, 5,5. STRAINER, TYPE II URINAL CARRIER W CONCEALED ARMS AND TIE ROD LAV - -1 m VANITY TYPE LAVATORY CQRIAN BY GENERAL CONTRACTOR FAUCET, Vii" NPS CHROME- PLATED COPPER WITH STOPS, GRID DRAIN, 1Y" NPS CHROME - PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD FAUCET, %" NPS CHROME- PLATED COPPER WITH STOPS, GRID DRAIN, 1Y" NPS LAV -2 PC WALL-HUNG LAVATORY AMERICAN STANDARD 0124.131 COMRADE CHROME- PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD, TYPE 11 LAVATORY CARRIER WITH CONCEALED ARMS AND TIE ROD FD -1 PC FLOOR DRAIN WITH ROUND FUNNEL 6 "0 NICKEL - BRONZE FINISH STRAINER, 3 "0 PIPE SIZE, 4"0 NICKEL - BRONZE FUNNEL FD -2 PC FLOOR DRAIN ZURN Z41511-3 6 f NICKEL - BRONZE FINISH STRAINER, 3 "0 PIPE SIZE FD -3 PC FLOOR DRAIN WITH OVAL FUNNEL Z41511-4 W/ Z -329 6 o NICKEL - BRONZE FINISH STRAINER, 4 "0 PIPE SIZE, x OVAL FUNNEL FD-4 FLOOR DRAIN Z415H -4 6 "0 NICKEL - BRONZE FINISH STRAINER, 4 "0 PIPE SIZE II PC FLOOR SINK Z1901 -2 -3 12 x12 " x8 ' 0 ' /)i THICK NICKEL - BRONZE GRATE, 3 0 PIPE SIZE, ALUMINUM DOME STRAINER HB -1 AUTOMATIC DRAINING, FREEZELESS, ANTI - SIPHON WALL HYDRANT WOODFORD 65C - NB -2 PC ANTI- SIPHON CLOSE - COUPLED WALL HYDRANT WOODFORD 84C - FREEZELESS POST YARD HYDRANT WOODFORD 115- -1 MOP SINK (STANDARD - SOLID SURFACE) FIAT MSB -2424 FAUCET, GRID WITH 3" NPS OUTLET AND P -TRAP MS -1 MOP SINK (OPTIONAL - STAINLESS STEEL) JUST FAUCET, GRID WITH 3" NPS OUTLET AND P -TRAP MS - -1 PC MOP- SINK OPTIONAL - STAINLESS STEEL TROUGH ADVANCE TABOO FTG -2424 24 "x24 "x4"H, FAUCET, S.S. STRAINER, 4" NPS OUTLET, S.S. GRATE HS-1 STAINLESS STEEL HAND SINK FAUCET SUPPLED WITH SINK, Jr NPS CHROME - PLATED COPPER WITH STOPS, GRID DRAIN, 1)¢' NPS CHROME - PLATED CAST -BRASS P -TRAP, ADA COMPLIANT PROTECTIVE SHIELDING GUARD, HS-2 STAINLESS STEEL HAND SINK - ADA ADVANCE TABOO 7 -PS -26 TYPE III CARRIER MY HANGER AND BEARING PLATES AND TIE ROD KS- 1 KES 3- GOMPARTM1sIT SINK SEE KITCHEN DRAWINGS FAUCET AND BASKET DRAIN SUPPLIED WITH SINK, Ws NPS CHROME - PLATED CAST -BRASS ITEM: 151.00 P -TRAP OR INDIRECT DRAIN, )i" NPS CHROME - PLATED COPPER WITH STOPS SEE KITCHEN DRAWINGS FAUCET AND BASKET DRAIN SUPPLIED WITH SINK, 1Y" NPS CHROME - PLATED CAST -BRASS VEGETABLE PREPARATION SINk ITEM: 134.02 P -TRAP OR INDIRECT DRAIN, )i" NPS CHROME - PLATED COPPER WITH STOPS KES VERTICAL HARL- ASHER (OPTIONAL.) SEE KITCHEN DRAWINGS BALL VALVE STOP WITH THREADED END, ONE (1) % " PISTON TYPE HAMMER ARRESTOR, 1) ITEM: 152.01 INDIRECT DRAIN _� SEE KITCHEN DRAWINGS Wk • -1 KES WASHING MACHINE ITEM: 223.00 GUY GRAY B -150 SPACE SAVER BOX, TWO (2) " PISTON TYPE HAMMER ARRESTORS FLUSH VALVES - PC WATER CLOSET SENSOR FLUSHOMETER SLOAN BATTERY- OPERATED WITH COURTESY FLUSH _t URINAL SENSOR FLUSHOMETER SLOAN 8180 BATTERY- OPERATED WITH COURTESY FLUSH FAUCETS - PC LAVATORY FAUCET SENSOR TYPE CHICAGO FAUCETS 650 -4 BATTERY- OPERATED u MOP SINK FAUCET INTEGRAL VACUUM BREAKER CHICAGO FAUCETS 897 BATTERY- OPERATED ROOF DRAINS AND OVERFLOW ROOF DRAINS - ROOF DRAIN Z121*NH " SPECIFY PIPE SIZE OPTIONAL PVC BODY DRAIN WHERE PERMITTED - OVERFLOW ROOF DRAIN ZURN Z122*NH -HD OVERFLOW DOWNSPOUT COVER ZURN Z199 -DC - �' " SPECIFY PIPE SIZE tlQIE: 1. SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS DESCRIPTION EXTERIOR GREASE INTERCEPTOR STORM WATER INTERCEPTOR TAG ECI SWI 1 SC 1 STORM WATER INTERCEPTOR Mme: . SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS Model I Utilit 1/3 H FROM TOP OF THE TANK MANUFACTURER GREEN TURTLE GREEN TURTLE UN I S I tUT P - 000T GHANNFI , BOLT TO WALL STRUCTURE WITH ( 2) 3/5" BOLTS, MIN. 1 1 455 BRACKET, (3) 1 /2" BOLTS AND NUTS, TYPICAL. OF 2 PLACES INTERCEPTORS MODEL PROCEPTOR - 1500 GALLONS STORMCEPTOR Water Heaters ACCESSORIES /COMMENTS SEE SITE PLAN FOR LOCATION SEE SITE PLAN FOR LOCATION Recovery Tank gph 1 Dia. Dimensions Control Panel Overall Manufacturer A.Q. Smith A.O. Smith DRE -80 -36 AE125 Electric Electric Sealed Gallons Btu /hr Btu/hr 100 °F rise 241 100 °F rise Delivery Rate 30.25 27.75 29.50 27.75 25.25 28.25 26.00 23.50 28.25 27.75 25.25 Width 13.8 in. 100 1 199 Bradford White Rheem -Ruud Rheem -Ruud' E F -100T- 199E -3NA HE- 119 -199 Gas Electric Electric Gas Electric Sealed Sealed Sealed Sealed 29.50 28.25 30.00 Optional Water Heaters (acceptable for use with standard 3- compartment sink only) 23.6 in. 37.25 36.00 36.00 27.75 31.25 28.25 32.50 32.00 27.75 31.25 Depth 10.8 in. 4.5 in. Electrical Volts Volts PlayPlace Water Heaters (in lieu of recirculation system) Outlet Temp. input Heating Dimensions State Manufacturer M- II- 80A -36 -3 HE- 80.160 ES85 -36 -G SUF100 -150NE CSB82 -361FE Electric Sealed Electrical RECEIVED TumviLi ' PUBLIC WORKS 0415-000S .00.0 mew 0 :- SCHEDULES 4 DETAILS 3 1 FA 0 p m 8 r v • U U 0 -D 'O C • C a L 1 0 0 L O a Q1 L c 'C a a a v o z a m v N O as a � au a , L -,-. 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