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Permit PG07-333 - WELLS FARGO
WELLS FARGO 6815 S 180 ST PGO7-333 Parcel No.: 3623049095 Address: Suite No: Tenant: Name: Address: doc: UPC - 10/06 6815S180STTUKW Contractor: Name: POE CONSTRUCTION Address: PO BOX1838 , AUBURN WA Contractor License No: POECOI *247QZ Value of Plumbing /Gas Piping: $150,000.00 Fees Collected: $523.50 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 City ,f 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 WELLS FARGO 6815 S 180 ST , TUKWILA WA Owner: Name: FIRST INTER BNK KIRICLAND Address: WELLS FARGO BANK - 92685 , PO BOX 63931 Contact Person: Name: JESSICA BRADLEY Address: 1932 FIRST AV, STE 408 , SEATTLE WA DESCRIPTION OF WORK: PLUMBING AND GAS PIPING FOR NEW 12,983 SINGLE STORY BUILDING WITH 5,682 SF ENCLOSED, PARTIALLY COVERED, TRUCK BAY. FIXTURE TYPE AND OUANTITY * *continued on next page ** PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 720 -7001 Phone: 253 833 -2400 Expiration Date: 05/01/2009 PG07 -333 06/06/2008 12/03/2008 Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 Plumbing (cont.) 0 Building sewer and each trailer park sewer 1 0 Rain water system - per drain (inside bldg) 0 0 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 1 grease interceptors 1 0 Repair or alteration of water piping and/or water 6 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 5 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 0 1 Medical gas piping (6 +) inlets /outlets 0 2 Gas Piping 1 Gas piping outlets (0 -5) 2 6 Gas piping outlets (6 +) 0 PG07 -333 Printed: 06-06 -2008 Si Permit Center Authorized Signature: 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 and x ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile wi whether specified herein or not. Permit Number: PGO7 - 333 Issue Date: 06/06/2008 Permit Expires On: 12/03/2008 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction • r the • = ormance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Date: LQ1 (3s. Print Name: This permit shall become null and vo4d 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 Date: ad a-elA PG07 -333 Printed: 06-06 -2008 Parcel No.: 3623049095 Address: 6815 S 180 ST TUKW Suite No: Tenant: WELLS FARGO 1: ** *PLUMBING AND GAS PIPING * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG07 -333 ISSUED 12/10/2007 06/06/2008 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: All valves controlling the water supply for automatic sprinlder systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) doc: Cond -10/06 PG07 -333 Printed: 06-06 -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 16: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 17: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular damage. 18: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 19: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 20: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 22: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 23: U.L. central station supervision is required. (City Ordinance #2050) 24: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 13- 10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) 25: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 26: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information. 27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 29: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 30: Underground fuel tanks shall be UL listed. Fuel tanks shall be installed and tested in accordance with the reqirements of NFPA 30 and the International Fire Code(IFC), Ch 34. 31: Tank leak detection shall be monitored and tied to fire alarm control panel as a supervisory alarm per IFC 3404.2.8.11(2006) 32: A construction permit is required to install,alter, remove,abandon or otherwise dispose of a flammable or combustible liquid tank.IFC Sect 105.7.6(2006) doc: Cond -10/06 PG07 -333 Printed: 06-06 -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 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 34: To schedule all construction fire - related inspections send an e-mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 35: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 36: Underground fuel storage tank requires a separate permit from Tukwila Fire Department. doc: Cond -10/06 * *continued on next page ** PG07 -333 Printed: 06-06 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: PG07 -333 Printed: 06-06 -2008 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Tenant Name: VI Ve rg:f Property Owners Name: \n & S " C - 041p Mailing Address: g 1 \ 5 c t:\-\\ Name: 742_, SS cC.cts g rak\,e1 Mailing Address: \ °32. cA€sa- kv.0_ ' xV '. 'Y 91 E -Mail Address: - 5e,SS \cct e G 4-\- -gi _ CnW ■ Company Name: ?pe_ C 01\41 "v.c 04\ Mailing Address: 1 \ `k \.4 \1a� \Q \ � C OC.\� . t03 Contact Person: E -Mail Address: \c v, \p. ® c 1P c O . CANrn Contractor Registration Number: SC) '.CG \'LA7 (1Z Company Name: C 4k- ts4c\,/\iseti) Mailing Address: \M " V-Vsk- Lte SO.c3e 441 Contact Person: \S,(0,v CAA ' (k.e.,,zCNt\ E - Mail Address: kccr v, C cv k - c“61\kkorsAS CAkm\ Company Name: V et.c c§kc+∎v eln Mailing Address: \$ Contact Person: 0 b o.VH A,` \\ E -Mail Address: t& \>c>Sti\e�\.■ ®boa' g1\o..ci ,c . CON" Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Mechanical Permit No. Plumbing /Gas Permit No, Public Works Permit No. Project No. (For office use only) Building Permit No. 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 ** King Co Assessor's Tax No.: '3C,1-3 c\0 4S Suite Number: Floor: New Tenant: ❑ Yes ❑..No SeCI City \IAN State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: (TOO 720 ° 700 \ Zip yak k..4e q City State Zip Fax Number: CZ-C ?t0 - Z9.'19 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) City State Zip Day Telephone: V SA, g35 - Zyt)b Fax Number: (72.53) `\$OS Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record cede_ \.t ilk TAD' City State Zip Day Telephone: C:1,00 7Z - 100 Fax Number: Q.-00 12_0 - 7,A4A ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Y \ - c 5 0 32.. City State Zip Day Telephone: N1$, ZS \ f ?2 Fax Number: CMS) 2-S\- `17V7 Page 1 of 6 BUILDING PERMIT INFORMATION. Q:WpplicationsWorms- Applications On Linc'3 -2006 - Permit Application.doc Revised: 9 -2006 bh 06- 431 -367 Valuation of Project (contractor's bid price): $ `'k Poo 0mu Scope of Work (please provide detailed information): Existing Building Valuation: $ 4 s. 1' \(1Q, (s1li�C,1f� - NAV- rovide All Building Areas in Square Footage Belo Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and p1. , ubmittal will be required. 'Id Fl yet ic7 Lot Area (sq ft): FIRE PROT ,' TION/HAZARDOUS MATERIALS: i do to sting t cture \ cl$3 5{, tki 5 6 IlZ s.-E i\ 1'L) B PLANNING DIVISION: Single family building footprint a of the foundation of all structures, plus any decks over 18 ches and overhangs greater than 18 inches) *For an Accessory dwelling, ;- ovide the following: Floor area of principal dwelling: Floor area of accessory dwelling: *Provide docume . lion that shows that the principal owner lives in one of the dwellings as hii, or her primary residence. Number of Parking S s Provided: Standard: Compact: Handicap: Will there be a chan:kin use? ❑ Yes ❑ No If "yes ", explain: $1.... .Sprinklers ® Automatic Fire Alarm ❑ None ❑ 1 er (specify) Will there b storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 "paper including quantities and Material So ety No ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Fixture Type: Qty , Fixture Type: Qty - Fixture Type: Qty Fixture Type: ".` Qty Z Bathtub or combination bath/shower Drinking fountain or water cooler (per head) x -L Wash fountain — Gas piping outlets Bidet _ Food -waste grinder, commercial ___ Receptor, indirect waste k 1 Clothes washer, domestic -- Floor drain G Sinks Dental unit, cuspidor — Shower, single head trap — Urinals &, Dishwasher, domestic, with independent drain —_ Lavatory s Water Closet Building sewer or trailer park sewer �. Rain water system – per drain (inside building) _ Water heater and/or vent 4 1 • Additional medical gas inlets/outlets – six or more vh 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 VIA PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 7 C3 Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 190000 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: L f Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:1Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Page 5 of 6 BUILDING 0 Signature: Print Name: Mailing Address: Date Application Accepted: ZED AGENT: Za tiY I'1,2 ?4T 6cv # 'Q?) 19-4 I Q:\Applications\Fo [ ms- Applications On Linc\3 -2006 - Permit Application.doc Revised: 9 - 2006 bh City — PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: I' b I Day Telephone: P 7 7t I ortlO 1 State Zip Date Application Expires: at' I/0 1 91) Staff Initials: Page 6 of 6 1 Doc: RECSETS -06 RECEIPT NO: R08 -01982 Initials: LAW User ID: 1632 Payee: CRAFT ARCHITECTS, PLLC SET ID: 0606 SET NAME: WELLS FARGO SET TRANSACTIONS: Set Member Amount 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 PG07 -333 ' 523.50 PW08 -020 725.00 TOTAL: 1,248.50 TRANSACTION LIST: Type Method Description Amount Payment Check 3535 ACCOUNT ITEM LIST: Description GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES PW ADDL PERMIT /INSP FEE SET RECEIPT TOTAL: Payment Date: 06/06/2008 Total Payment: 1,248.50 1,248.50 1,248.50 Account Code Current Pmts 000/322.100 88.00 000/345.830 96.50 000/322.100 339.00 000/342.400 725.00 TOTAL: 1,248.50 3336 06/06 0711 TOTAL 1248.50 COMMENTS: l l 000 e64 i e-tvS Cec./vx re.e[N`I _e — lr-6 -'1p (f+' Date Called: I Plurv. h )1,K T' ;..,A I la e,-, IE+e p.m. Requester: 3 c:,,qS i-;NA I /«'ri€4e " N -- —) Project: C A i 6 C ) 1•-�e-11� Type of Inspection: 1 tJ " 1 r�l A t — r !.l( vrt 61 f Address: Date Called: Special Instructions: Date Wanted: 7 2_6,-- (39 p.m. Requester: Phone No: 2_0 55 ► — r3 L l Po7 333 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `Rece'• 'o.: Approved per applicable codes, Inspector: $6 10 R SPECTION FEE REQUIR - 1 Prior to inspection, fee must be pa • at • 00 Southcenter Blvd., Suite ; I. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 'Date: orrections required prior to approval. Date: 3 - ZCv- COMMENTS: Type of Inspection: : It•11St1_—PittwAR Date Called: n VV ( rzoi I eAA-6 l o Date Wanted: '3- 1'i -O c /�rp. m ) I Ak LI Dr. i L- P r (a/ -e,ff V I 6u i r <, , f_/` I e j?"ff 3 I i t j r -9 309 __ m IC ( LA-u r N/lu. 4 -:,) 6 P- r e r� -- ( J Lir 6Af �t �- ( OAT -- c) A , P.■f Project: 1■e\\c trcan Type of Inspection: : It•11St1_—PittwAR Date Called: Address: <, P >>s s 1 so c---N-- Special Instructions: Date Wanted: '3- 1'i -O c /�rp. m Requester: Phone No: P..6 - 7 1 8 -9 309 INSPECTION RECORD Retain a copy with permit INSPECT ON N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 1 Inspecor: 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: Co �> arr ections required prior to approval. (Date: Project: ' //s Fes✓ 0 Address: e9/5 s Special Instructions: Date Wanted: 1 —/ Requester: Phone No: e/Z g-/ Approved per applicable codes. CI Corrections required prior to approval. COM ' NTS: - 7/ !tic nspector: EINSPECTION FEE REQ 6300 Southcenter Blvd., Su Date: rior to inspection, fee must be 0. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPE CTION NO. CITY OF TUKWILAB UILDI DIVISION (206)431 )431 -3670 , WA 98188 6300 Southcenter Blvd., Type o Inspection:, /2n/' /1 - /i S Date Called: Project: s spection: " Date Called: Special Instructions: D Da Wante m 6 / / R m 6 Requester: Phone No: #100, Tukwila, WA 98188 (206)431 -3670 Ed Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1\--\j Pig 1 J I1 ✓Cn/ Iris • • or: I Date: 1? /7G/ EINSPECTION FEE RE UIRE Prior to inspection, fee must be pa' . 6300 Southcenter Blvd. uite 100. Call to schedule reinspection. (Recei; No.: (Date: e a o......t-.•, -�Ot y �- �'•i mss.__ COMMENTS: Te Type on: f Inspec _ OLA (4A (L, Address: '7 - Date Called: i Sp c ia Instructions: L.-ii ✓S I ( ,' •d. ' t e- zit, 2 - - 5: .4/:_s ( JP '7\ A -r G. / J (,J. C (.1�'Y Date Wanted: !tea Requester: C.-1 tyf -e_r — (V" 0 D ik/ ✓ - L.J A'7`-e/-- A-12 p/ d ` G , n f ,J ( A ) /\ � I) S .S : h: l l�aH 1 v\-6 l_,0---`( . \ , ) P 4 - -S r L f� Project: l�U � � v Te Type on: f Inspec _ OLA (4A (L, Address: '7 - Date Called: i Sp c ia Instructions: L.-ii ✓S I ( ,' •d. ' t e- zit, 2 - - 5: .4/:_s ( JP '7\ A -r G. / J (,J. C (.1�'Y Date Wanted: !tea Requester: Phone NI :� , rIbq --M' /,, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 El Approved per applicable codes. orrections required prior to approval. 1 Inspec or: �IJ\ PERMIT NO. 'Date: 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: Project: �r //s t ?D Type of nspection: AD(rvi Y/C 1P #1p Address: /- Date Called: Special Instructions: Date Wanted: ff�� /— l�`.v p.m. Requester: Phone No: X06 -? /g -C? COMMENTS: / - /n/Ail (Ai t v,Z -- ri 1P #1p 1 ...S / . , l/' z « /,9 Al nspecto ,�v / 7 ID tee jar �,� INSPECTION RECORD Retain a copy with permit ,P 7333 INSP CTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION '�- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3d7 roved per applicable codes. Corrections required prior to approval. l6 .00 REINSPECTION FE RE Prior to inspection, fee must be y id at 6300 Southcenter lvd'., Suite 100. Call to schedule reinspection. e eipt No.: 'Date: Project: . & J( 1)s 4-V6jn Type f I nspection: �,t��z- Lc'? Ad ress: �3t S S t �C�� Date Called: Special Instructions: Date Wanted: 8 - I I - 0 ii p.m. Requester: -" Phone No: _2o (0 -53e / INSPECTION RECORD �1 Retain a copy with permit P6 ©7 -3 PiT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: Q 1 (c' e VAA ■n) . e e. 44 Inspector Co 2N2 6-C Foo d . Date: ,d tl - d $6 .0 REINSPECTION FEE RE UIRED. Prig to inspection, fee must be pa t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. 1ReceIpVNo.: JDate: Project: y�(!/ U Type of lnspection:n a _1�- s e �� ft(� Address: _ 1 / 11 �� Date Called: Special Instructions: Date Wanted: r/ / a • Requester: t Phone No: v INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ]i- - k J 9 p r a J A 1-)‘ L,. c - s Inspect P6 r 7-333 (Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e (Receipt No.: 'Date: PROJECT: Wets Fargo SUBMITTED BY: TRIDENT WATER WORKS INC FILE CPS' "7 %it 2203 Inter Ave, Suite A, PUYALLUP 98372 PHONE (253) 848 -9337 FAX (253) 848 -1113 Contractor: Big Mountain Enterprises SEWED FOR CODE COMPLIANCE APPROVED JUN -3 2008 , Oty B IDI T ukwila DMSI s N D(DME D MHK 2 8 2008 POE CONSTRUCTION APR 222 PERMIT CENTER 1 4 5 T.E.S.C. Materials Storm Materials Sewer Materials Water Materials DDCVA/Fire Materials Contractor: Big Mountain Enterprises Job: Wells Fargo - Tukwila General Contractor: POE T.E.S.C. MATERIALS: Silt Fence Sediment Bags 200ST Woven Geotextile Fabric ORM MATERIALS: 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Series 65 CPEP Fastpatch Type 1 Catch Basin Type 2 Catch Basin CB Polypropylene Ladder MH30A D/T Marked Drain SM60 Diag D/T F &G Restrictor Cross (Alum) SEWER MATERIALS: City of Tukwila Spec 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Kor -N -Seal Boots Fastpatch Metal Detectable Sewer Tape M1007 C/O "SEWER" Casting ,ATER MATERIALS: City of Tukwila Double Strap Saddle w/ S.S. Straps MIP x MIP Ball Corp Stop FIP x CTQJ Adapter MIP x CTQJ Adapter Type "K" Copper Tubing SDR9 CTS "HD" Poly Pipe Metal "SEWER" Detectable Tape ABVxACV Meter Setter w/ Bypass CTQJxMtr Swivel Angle Ball Valve Size: 48 "x100' NA NA Size 6" 6 " 8 "& 12" NA NA 48" NA 24 "x6" 20 "x24" 12" Size: 6 " 6" 6" NA 2 "x1,000' 8" Dia. Size: 10 "x1.5 " /1" 1.5 " /1" 1.5 " /1" 1.5 "/1" 1 "x60' 1.5 "x100' 2 "x1000' 1.5 "x12 "Tall 1 "x5/8 "x3/4" MANUFACTURER: Propex Insulmatic Propex MANUFACTURER: Diamond Plastics GPK ADS Fastpatch Up To Grade Quality Concrete Products Lane International (Quality) Olympic Foundry Olympic Foundry All Metal MANUFACTURER: Diamond Plastics GPK NPC (Quality) Fastpatch T.Christy's Olympic Foundry MANUFACTURER: Robar Industries AY McDonald 3131B AY McDonald 4754 AY McDonald 4753 Cerro Drisco Poly (Performance) T.Christy's AY McDonald AY McDonald 4642BQ ,. (,( _41 - .n,.cr ,: p�` � .. :.... :. :-; ��a 7. ,r. : . �C� • ".. 4 : ? .:� it •1,.:.'., .�f:. ...: .......;.; �;. �.��. '= ; . .: :..r:..:: - s•:• .... • .... .�... •' :.L'� ;y.� �+!,.�:{ - It: > ^,. yt� .' •.!:: :-�:`.• 1r .._:..':...:::' •- ;.:.�...- .:�-:.- . .. L . v ... i ., SS- ^. -, ♦4'J -•T- %:..fTii�.::��r4 ...'.; F. : �fi1P':'�:' "...r_.,� -.: f':r � I( t1a!:;Vi4k:. Yo i 4��S __• ::f.:; .: , ..;!.:f . -f*::: . 1 7-,:'.] 0*'W-] Grab Tensile Lbs ASTM 04595 180 Grab Elongation % ASTM D4632 15 Puncture Strength Lbs ASTM D4833 80 Trapezoidal Tear Lbs ASTM D4533 70 Mullen Burst psi ASTM D3786 305 A.O.S. U.S. Sieve ASTM 04751 50 Water Permittivity sec ASTM D4491 .07 U.V. Resistance (500 Hours) % ASTM D4355 90 WATIR WOOKINti Storm,. Sanitary, :Water, Service Pump, Specialty 4 SILT FENCE MATERIAL PERMEATEX 2200S 3', 4', & 5' Note : Minimum average roll values are based on a 95% confidence level. PermeaTex Geotextile Products are manufactured by various manufacturers for distribution by Northwest Linings. - - mteaTex Is a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Li ings is strictly prohibited. Trident Water Works, Inc. 2203 Inter Avenue, Suite A, Puyallup, WA 98372 Phone (253) 848 -9337 Fax (253) 8481113. PermeaTex I& a trade name of Northwest Linings and any use of this name without the express written consent of Northwest Linings is strictly prohibited. The information and data aontalned herein are believed tb be accurate and reliable. Northwest Linings makes no warranty of arty kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this Information. Green with White Top, rust resistant WATERWORKS Storm; Samtarj,Water Service; Pimp Specialty - 22Q3 Inter Avenue Suite A . e Iiuyallup, WA 98372 253.648.9337 ext 229 * Fax: 253; 84�.1113 PermeaTex Metal T Posts All posts have angled studs to help hold the fence against the post. PAGE 1 /1 PermeaTexTM is a trade name of Northwest Linings and any use of this name without the express written consent of orthwest Linings IS strictly prohibited. The information and data contained herein are believed to be accurate and reliable. Northwest Linings makes no = rranty of any kind. Northwest Linings accepts no responsibility or liability for the results obtained through application of this Information. From: TIM BURNHAM To: Fax#12538481113 Lb Specifications 2nd Installation Instructions for Sidensent Filtration Bag; GCFBIBSS Filtration Bag GCFB24SS Filtration Bag GCFB3622 Filtration Bag ""Custom sizes are Available" Date: 2/27/2006 Time: 10:38:44 AM Page 2 of 2 insulmastic Product Specs: Non -Woven Geotextile Plastic Fabric Mullen Burst ASTMD3186 40fiPSI Grab Tensile Strength ASTMD4632 200 LBS Puncture Strength ASTM21)4133 130 LBS Tra Tear ASTMD4S33 S5 LBS Water Flow Rate ASTMb4491 110GPM FTsq Our `Dream Stream" filtration bags are designed to filter storm water at its source, on the streets and roads, thereby helping to keep our streams and lakes cleaner. Additional Filters are available to collect products and other pollutants. Our Installation is an easy process where the grate is lifted allowing for the insertion of the filtration bag. Our bag has four eyelets, one on each side of trap facing the parallel side of the catch basin Nylon straps are supplied to suspend the bag from the holes in the grate. Normally a distance of 6 -I0 inches below the grate will suffice. Each flap is then extended out pastthe edge of the grate to direct liquids to the center of the Filtration Bag, and the grate is put back in place with it being suspended by the supplied nylon ties. For removal and cleaning or replacing, the bag has sewn into the end flaps, a loop for allowing rebar or similar items to be used for lifting the bag. Once bag is supported by lifting the rebar, the nylon supports are to be cut and the bag emptied or replaced. Replacing the bag would require above procedure in reverse. Property Test Method Minimum Average Roll Value (English) Minimum Average Roll Value (Metric) Grab Tensile ASTM- D-4632 200 Ib 0.890 IN Grab Elongation ASTM -D -4632 15 % 15 % Mullen Burst ASTM -D -3786 400 psi 2750 kPa Puncture ASTM- D-4833 95 lb 0.422 kN Trapezoidal Tear ASTM -D -4533 75 Ib 0.330 kN UV Resistance ASTM -D -4355 70 % at 500 hr 70 % at 500 hr AOSW'j ASTM -D -4751 40 sieve 0.425 mm Permittivity ASTM -D -4491 0.05 sec' 0.05 sec"' Flow Rate ASTM -D -4491 4 gal/min/ft 160 L /min/m ProPex (1) max. average roll values Amoco Fabrics and Fibers Company manufacturers the woven fabric indicated above. The values listed are a result of testing conducted in on -site laboratories. A letter certifying the minimum average roll values will be issued from the manufacturing plant by the Quality Control Manager at the time shipment is made. DATE ISSUED: 01/02/04 Exclusion of Liability Information contained in this publication is accurate to the best of the knowledge of Amoco Fabrics and Fibers Company. Any information or advice obtained from BP otherwise than by means of this publication and whether relating to BP materials or other materials, is also given in good faith. However, it remains at all times, the responsibility of the customer to ensure that BP materials are suitable for the particular purpose intended. Insofar as materials not manufactured or supplied by BP are used in conjunction with or instead of BP materials, the customer should ensure that he has received from the manufacturer or supplier all the technical data and other information relating to such materials. BP accepts no liability whatsoever (except as otherwise expressly provided by law) arising out of the use of information supplied, the application of processing of the products described herein, the use of other materials in lieu of BP materials in conjunction with such other materials. Published by Amoco Fabrics and Fibers Company BP and Helios mark are registered trademarks of Amoco Fabrics and Fibers Company Contractor: Big Mountain Enterprises Job: Wells Fargo - Tukwila General Contractor: POE /T.E.S.C. MATERIALS: Silt Fence Sediment Bags 200ST Woven Geotextile Fabric STORM MATERIALS: 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Series 65 CPEP Fastpatch Type 1 Catch Basin Type 2 Catch Basin CB Polypropylene Ladder MH30A D/T Marked Drain SM60 Diag D/T F &G Restrictor Cross (Alum) 7 ,- E WER MATERIALS: / Czry of Tukwila Spec 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Kor -N -Seal Boots Fastpatch Metal Detectable Sewer Tape M1007 C/O "SEWER" Casting ATER MATERIALS: City of Tukwila Double Strap Saddle w/ S.S. Straps MIP x MIP Ball Corp Stop FIP x CTQJ Adapter MIP x CTQJ Adapter Type "K" Copper Tubing SDR9 CTS "HD" Poly Pipe Metal "SEWER" Detectable Tape ABVxACV Meter Setter w/ Bypass CTQJxMtr Swivel Angle Ball Valve Size: 48 "x100' NA NA Size 6" 6" 8 "& 12" NA NA 48" NA 24 "x6" 20 "x24" 12" Size: 6" 6" 6" NA 2 "x1,000' 8" Dia. Size: 10 "x1.5 " /1" 1.5 "/1" 1.5 "/1" 1.5 " /1" 1 "x60' 1.5 "x1OO' 2 "x 1 000' 1.5 "x12 "Tall 1 "x5/8 "x3/4" MANUFACTURER: Propex Insulmatic Propex MANUFACTURER: Diamond Plastics GPK ADS Fastpatch Up To Grade Quality Concrete Products Lane International (Quality) Olympic Foundry Olympic Foundry All Metal MANUFACTURER: Diamond Plastics GPK NPC (Quality) Fastpatch T.Christy's Olympic Foundry MANUFACTURER: Robar Industries AY McDonald 3131B AY McDonald 4754 AY McDonald 4753 Cerro Drisco Poly (Performance) T.Christy's AY McDonald AY McDonald 4642BQ 034 & F679 S1 wEIS SP ECIFICATIOENS PVC Pipe for the 21St CenturyTM Product Description: Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 (Annex) in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell "water- tight" joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Physical Properties: Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D1784. Property Specific Gravity Tensile Strength, psi IZOD Impact Strength ASTM D3034 & ASTM F679 Properties of PVC 12364 D792 D638 D256 ASTM Minimum Test 1.47 6,000 .65 Ft.,1b. /in. of notch SHORT FORM Specification for Diamond PVC Solid -Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid -Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679 or ASTM F679 ANNEX. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321, Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni -Bell UNI -PUB 6, "and the manufacturer's requirements Pipe Stiffness Modulus Pipe SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 Diamond Plastics Corporation 0 1212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 ASTM1 3034& F679 Specs 'cation Nominal t'ipe Size 4 -4 6 8 10 12 15 o` n ifit Pipe Size 18 21 24 27 30c;od 36dod 42dod 48 Outside Diameter A, 4.215 6.275 8.400 10.500 12.500 15.300 Diameter 18.701 22.047 24.803 27.953 32.000 38.300 44.500 50.800 Rieber Joint Illustration Standard Laying Lengths are 14' & 20' Bell Socket Dia 8 21 3 /4" 25 '/2" 28 3 /4" 32 '/2" 37 '/4" 43 '/4" 53" 60" 5 1/4 7 1/2 9 7/8 12 3/8 14 5/8 18 Bell Socket' ,Diameter B. D3034 Pipe Dimensions 4 5/8" 4 3/ " 6 1/8" 6 3 /4" 7 '/4" 6 3 / " 4 F679 & Annex Pipe Dimensions Socket Depth 7 7 3 /4" 8 '/2" 8 1/2" 12" 12" 16" 16" all Thickness ;! SDR -2b„ t Insert Mark 7 „ 7 7 ' /4" 7 '/4" 10" 10" 13" 13" 6 :'Insert Mark .�D Thicl(fless 5:i15r) 0.162 0.120 0.241 0.180 0.323 0.240 0.404 0.300 0.481 0.360 0.588 0.437 0.719 0.848 0.954 1.075 1.231. 1.473 "Possession of this page does not constitute an offer to sell." 0.499 0.588 0.661 0.745 0.853 1.021 1.187 1.355 Diamond Plastics Corporation 01212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 + the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface Toads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain." Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" layers and continued in this manner all the way up to ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. SUMMARY: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 899 1 GPKFITTING SUBMITTALSHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Impact Resistance: Pipe Stiffness: Pipe Flattening: Pressure /Pressure Deflection: Branch Bending: Pipe Stop Support: Joining Methods: Saddles: Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extruded components are tested in accordance with ASTM D 2444 using a 20 Ib. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" - 5" 150 Ft -Lbs 6" - 8" 210 Ft -Lbs 10" - 27" 220 Ft -Lbs Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 Ib. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft -Lbs 6" - 8" 75 Ft -Lbs 10 " -12" 90 FT -Lbs Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes 10.8 psi + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes © 22" Hg + 10 minutes deflected @ 22" Hg. The chemically fused areas around the fabricated branches of tee, wye and tee -wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Tee and tee -wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 2 899 PIPE SIZE INSIDE DIA. OUTSIDE DIA PITCH, P CORRUGATION HEIGHTS, H 4" 4.10' 4.78" 0.66" 0.34 100 mm 104mm 120mm 17mm 9mm 6" 6.00" 6.92" 0.77" 0.46" 150 mm 152mm 176 mm 20mm 12mm. C 8" 7.90" 9.11" 0.96" 0.61" 200 mm 200 mm 233 mm 24 mm 15 mm 10" 9.90" I1.36" 1.26" 0.73" 250 mm 251 mm 287 mm 32 mm 19 mm 12" 12.15" 14.45" 1.92" 1.15" 300 mm 308 mm 367 mm 49 mm 29 mm 15" 14.98" 17.57" 2.59" 1.30" 375 mm 380 mm 448 mm 60 mm 33 mm 18" 18.07" 21.20" 2.66" 1.57" 450 mm 459 mm 536 mm 68 mm 40 mm 24" 24.08" 27.80" 3.15" 1.86" 4 600 mm 612 mm 719 mm 80 mm 47 mm 30" 30.00" 35,10" 4.12" 2.55" 750 mm 762 mm 892 mm 105 mm 65 mm 36" 36.00" 41 70" 5.14" 2.85" 900 mm 914 mm 1059 mm 131 mm 72 mm PIPE SIZE INSIDE DIAMETER OUTSIDE DIAMETER PITCH, P CORRUGATION HEIGHTS, H 42" 41.40" 447.70" 5.19" 3.15" 1050 mm 1052 mm 1212 mm 132 mm 80 mm 48" 47.60" 53.60" 5.25" 3.00" 1200 mm 1209 mm 1361 mm 133 mm 76 mm 60" 59.50" 66.30" 6.00" 3.40" 1500 mm 151 I mm 1684 mm 152 mm 86 mm . File: N -12 Pipe Spec ADS N -12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION INSTALLATION Installation shall be per local agency requirements or manufacturer's published recommendations with a minimum cover for H -25 loading shall be one foot through 48 and two feet for diameters greater than 60 ". P N -12 PROPERTIES Advanced Drainage Systems, Inc. 4640 Trueman Boulevard Hillard, OH 43026 (800) 733-7473 Date: November 1999, Revised August 2002 top'n bond® A self- bonding cement patching mix Coverage per pound: approximately 0.45 square feet at 114 inch thick Coverage per kilogram: approximately 0.1 square metres at 0.6 centimetres thick Resurface worn concrete Use top'n bond to: • Repair or resurface concrete drivewt sidewalks and Ste, • Repair any worn, spelled or chipped concrete surf ace Make any concrete look new again. Top'n bond can be spread from a maximum thickness of 1.3 cm (1121 to a feather edge finish. No bonding agent is required. For easy application top'n bond may be mixed to either a trowellable consistency for patching or a brush coat consistency for a thin section brush coating. floor•top® A self- levelling interior floor topping Coverage per pound: approximately 0.45 square feet at 114 inch thick Coverage per kilogram: approximately 0.1 square metres at 0.6 centimetres thick Self-level uneven concrete floors Use floor top to: • Produce a smooth level floor that will not shrink, crack or spell • Repair new floor construction problems such as weather le, uneven concrete, . screeding No trowelling necessary. Just pour floor top onto uneven or damaged concrete to produce an ideal surface for the final flooring system. Floor top will self -level from 314" to a feather -edge. To be used with Prime Seal. epairs tia ems, ® e TM Mast setting pre - blended hydraulic cement Coverage per pound: approximately 15 cubic inches Coverage per kilogrant approximately 550 cubic centimetres Stop water Teaks instantly Use aqua tite to: • Stop water flow through breaks in concrete surfaces such as foundations, storage tanks and pipes • Repair pools, decks and piers above and below the water line. Fast setting, even when water is flowing This high-strength pre- tilended mix wll'not shrink. Aqua tite will begin to set in 3.5 minutes, mix only enough required for immediate use. concrete' damp- proofer Coverage per pound'., apprdxmiately 4.5 square feet at 1116 inch thick Coverage per klog am; approximately 1 square metre at 1.25 millimetres thick Seal and damp-proof concrete Use damp seal to: • Damp -proof concrete foundations, basement floors, slabs, tanks and pipes • Eliminate musty odors from water seepage through concrete • Preserve concrete from water and chemical deterioration Damp seal should be applied to wet surfaces. Paint on damp seal to penetrate concrete to produce a norntoxic`breathable water barrier. 0 g A fast setting, pourable anchoring grout Coverage per pound: approximately 20 cubic inches Coverage per kilogram: approximately 710 cubic centimeters This pourable, non - shrink anchoring cement expands to form a tight grip to bi the fixture and surrounding concrete. Sets in approximately 15.30 minutes an may be used on interior and exterior applications. *camas] Strong, rapid, anchoring repair Use anchoring cement to: • Anchor rods, bolts, sigi screws and railings inn concrete • Fill cracks in concrete • Patch or level concrete floors for under carpet soft tile A fast setting, trowellable concrete patch Coverage par pound: approximately 15 cubic inches Coverage per kilogram: approximately 550 cubic centimeters Strong, fast, multi - purpose concrete repair Use fast patch to: • Patch or repair concret sidewalks, stairs, floor: curbs, gutters and pipe • Repair overhead concre beams Use a trowel to repair damaged concrete or patch any concrete surface. Mix only the amount of fast patch that can be easily placed in 15 minutes. 19 22' TYPE 1 CATCH BASI N \ , v / �\ // �\ -r // y k . 1. MEETS ALL ASTM AND WSDOT STANDARDS FOR CONCRETE STRUCTURES INCLUDING WSDOT B -1 2. REINFORCEMENT #3 REBAR HOOP 6'' RISER 12' RISER gib cloP Quality Concrete Products, Inc., 4200 78th St. SW, Mukilteo, WA 98275, Ph: (425) 355 -5510, Fax: (425) 355 -5559 Iwo lbw frame and cover grade rings pre -cast riser section pre -cast base 1 L• 24" steps ladder • .'A A A A , • . .. • A A • 48" PRECAST MANHOLE A 8" e4. 6" -- MANHOLES ARE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199), ASTM C890 AND WASHINGTON STATE APWA / WSDOT STANDARD SPECIFICATIONS. RUBBER GASKET JOINTS PER ASTM C443. FLAT TOP REINFORCING IS #4 DEFORMED BAR PER WSDOT std B -1Z MANHOLE WALL REINFORCING IS MINIMUM 0.12 SQ. INCH /LINEAR FOOT. BASE SLAB REINFORCING IS 0.165 SQ. IN /LINEAR FOOT IN BOTH DIRECTIONS. TYPE 2 BASINS WILL HAVE A SUMP. TYPE 3 BASINS WILL NOT HAVE A SUMP. STEPS ARE POLYPROPYLENE MANHOLE STEP P -14938 AS MANUFACTURED BY LANE INTERNATIONAL. aro WALL FASTENING Ladders to be fastened to wall with 'li' x 2x /4' stud anchors Polypropylene conforms to ASTM 0 -4101. Ladders meet all ASTM C-497 Toad requirements. M ffiAtreRNA77014/AL Ir4C Phone 503/884.0077 Fax 5031684 -0078 1. 800`666 -0076 RO, Box 925 18067 SW Lower S6ones Ferry Rd. Tualatin, Oregon 97€ 62 P -14938 13" Bright Red Reflectors 15%4" 14" nnnnnnnnnnnnnnnnnJ 1 Ati /NTERNATl4MAL CORPORATION Phone 503'684 -0077 Fax 503/684 -0078 1-80 0-666-0076 P.O. Box 925 18067 SW Lower Booms Ferry Rd. Tualatin. Oregon 97062 n nnrl SPECIFICATIONS All Lane Poly Steps meet the requirements of ASTM C -478 and AASHTO M -199. The polypropylene conforms to ASTM D - 4101. The %i' Grade 60 deformed reinforcing bar meets ASTM A -615. RUNG Wr Now War DRILL & TAP: 5/8" — 11 N.C. 120 DEGREES (rm. 3PL.) 1 1/4" FRAME 26 3/8" 25 1/4" 23 3/4' 33 3/4" WATER AND SEWER COVERS HAVE 1 — 1" LIFT HOLE. DRAIN COVERS HAVE 3 — 1' UFT HOLES FOR 5/8" — 11 NC x 1 1 4" SS SOC HD CAP SCREW 3 REQ'D) 1' 8' 1 1 3" RAISED LETTERS AS REQUIRED 1 1/2" CORE (TVP.) COVER 3/8" 25" 5/6" S.S. SOCKET HEAD CAP SCREW (3 TYPICAL) LOCKING BOLT - DETAIL NOTES: Non -skid pattem (TYP) APWA standard plan #42 MAIL: Cast Iron ASTM A46, CL30 APPROX WT: Ring 210 Lbs, Cover 150 Lbs DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 CHKD: CL DATE: 6/23/2003 TOLERANCE XX+-.1 XXX •- .08 XXXX w .030 A w 2 DEG OLYMPIC FOUNDRY INC. 24" X 6" LOCKING MANHOLE RING & COVER RATING: H -20 IPART NO. MH30A D/T REV: A DATE: 6/23/2007 New border REV: DATE: DWG #: MH30A DT SCALE: N/A REV A SHEET: 1 OF 1 r .r INS Yr law Yr+ 1W rr ILr 25 1/4' 18 1/ 2" 20 w /4' 22' !■ — 4 1/2' —7/8" — 1--1/a' 1 5/8" —1 5 /8' / ' 31/4' j�♦NV -I 1-2 1/2' 1 5/8' 3/4 SLOT DETAIL — 22 1/2" 3/4' 7_ _ J — 5/8" 11 NC x 2' S.S. 24 1/4" 1 /T_ _L 2 6' 29 1/4' FRAME 2" PAD 1 1/2" 1/a" THICK X 3/4' X EMBOSSED ON GRATE (8 RED.) 1" OPENING TYP. SLOT FORMED AND RECESSED SOCKET HEAD (ALLEN HEAD) I I I`1 /2" FOR 5/8' — CAP SCREW. OFCO v \ z � S ZS' a dilki 20' %I II 1 .. AO LEVELING PADS 1 3/4' I 1 3/4' 2 GRATE 3/4' --I 1-1 1 5/8' • w lie' II .1 --3/4' NORMAL TO BAR 1 /8' R. I I 1 5/8' F- —4--1 /e' 1/2 1 / I- -I 1 3/4' NORMAL TO BAR F- 1 3/4' 1 1/4" NOTES: WSDOT STD. B2A, APWA #49 OLYMPIC FOUNDRY INC. 20" X 24" REVERSIBLE LOCKING FRAME & GRATE MATL: Frame; Cast Iron ASTM A48 CL30, Grate; Ductile Iron ASTM A536 CL 80- 55-06 RATING: H -20 PART NO. SM60 D/T APPROX WT: Frame 160 Lbs, Grate 110 Lbs REV: A DATE: 6/23/2003 New border 71. Q DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 6/23/2003 TOLERANCE XX . xxx. -.oa xxxx 03o <w2 DEO REV: DATE: DWG #: SM60 DIAG DT SCALE: N/A SHEET: 1 OF 1 CHKD: CL DATE: 6 r .r INS Yr law Yr+ 1W rr ILr 1 All Metal Welding and Fabrication MHRA Corp 360197816878 360197816879fax 03 -14 -1997 NS OE Elbow IE Outlet Sleeve Outlet IE Sump Elev Elbow (s) -\ Elbow Orifice Sump Orifice Drawing IP 04 Shear Gate ATORM MATERIALS: Contractor: Big Mountain Enterprises Job: Wells Fargo - Tukwila General Contractor: POE ‘ 7T.E.S.C. MATERIALS: Silt Fence Sediment Bags 200ST Woven Geotextile Fabric 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Series 65 CPEP Fastpatch Type 1 Catch Basin Type 2 Catch Basin CB Polypropylene Ladder MH30A D/T Marked Drain SM60 Diag D/T F &G Restrictor Cross (Alum) SEWER MATERIALS: City of Tukwila Spec 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Kor -N -Seal Boots Fastpatch Metal Detectable Sewer Tape M1007 C/O "SEWER" Casting WATER MATERIALS: / City of Tukwila Double Strap Saddle w/ S.S. Straps MIP x MIP Ball Corp Stop FIP x CTQJ Adapter MIP x CTQJ Adapter Type "K" Copper Tubing SDR9 CTS "HD" Poly Pipe Metal "SEWER" Detectable Tape ABVxACV Meter Setter w/ Bypass CTQJxMtr Swivel Angle Ball Valve Size: 48 "x100' NA NA Size 6 " 6" 8 "& 12" NA NA 48" NA 24 "x6" 20 "x24" 12" Size: 6 " 6 " 6 " NA 2 "X1,000' 8" Dia. Size: 10 "x1.5 " /1" 1.5 "/1" 1.5 " /1" 1.5 " /1" 1 "x60' 1.5 "x100' 2 "x1 000' 1.5 "x12 "Tall 1 "x5/8 "x3/4" MANUFACTURER: Propex Insulmatic Propex MANUFACTURER: Diamond Plastics GPK ADS Fastpatch Up To Grade Quality Concrete Products Lane International (Quality) Olympic Foundry Olympic Foundry All Metal MANUFACTURER: Diamond Plastics GPK NPC (Quality) Fastpatch T.Christy's Olympic Foundry MANUFACTURER: Robar Industries AY McDonald 3131B AY McDonald 4754 AY McDonald 4753 Cerro Drisco Poly (Performance) T.Christy's AY McDonald AY McDonald 4642BQ PVC Pipe for the 21st CenturyTM Product Description: Diamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to material requirements of ASTM D3034 and ASTM F679 (Annex) in accordance with ASTM D1784. Diamond PVC Sewer Pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679. The pipe sizes 4 inches through 48 inches are made with an integral bell "water- tight" joint that meets the requirements of ASTM D3212 and that utilizes a Rieber gasket system for sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Physical Properties: Pipe Materials: Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification D1784. Property Specific Gravity Tensile Strength, psi IZOD Impact Strength ASTM D3034 & ASTM F679 Properties of PVC 12364 D792 D638 D256 ASTM Minimum Test 1.47 6,000 .65 Ft.,1b. /in. of notch SHORT FORM Specification for Diamond PVC Solid -Wall Sewer Pipe SDR 26 or SDR 35 or PS 46 or PS 115 Diamond PVC Solid -Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679. Diamond PVC Sewer Pipe must meet all dimensional, chemical, and physical requirements as outlined in ASTM D3034 and ASTM F679 or ASTM F679 ANNEX. Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321, Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology. Uni -Bell UNI -PUB 6, "and the manufacturer's requirements Pipe Stiffness Modulus Pipe SDR E = 400,000 E = 500,000 41 28 35 35 46 57 26 115 144 Diamond Plastics Corporation 01212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 Owe Irr Irr ims YEW MP3034` & Fb79 =Secification Nominal. Pipe Size 4 -b. 6 8 10 12 15 <Namina1_ Pipe Size 18 21 24 27 30 36 42 48 Outside Diameter 4.215 5 1/4 6.275 7 1/2 8.400 9 7/8 10.500 12 3/8 12.500 14 5/8 15.300 18 Outside Diameter , A . 18.701 22.047 24.803 27.953 32.000 38.300 44.500 50.800 Rieber Joint Illustration Standard Laying Lengths are 14' & 20' Sell Socket. Dioreter B Bell Socket iameter 21 3/4" 25 V2" 28 3/4" 32 37'/4" 43 '/4" 53" 60" D3034 Pipe Dimensions Socket Depth c" F679 & Annex Pipe Dimensions 7 3 /4" 7 3 /4" 8 ' /2" 8 '/2" 12" 12" 16" 16" 4 5/8" 4 3/ 6 1/8" 6 3 /4" 7 ,/ 4 6 4 4 5 6 6 6 Insert Mcirk D" - 7" 7 " 7 ' /4" 7 , /," 10" 10" 13" 13" 0.719 0.848 0.954 1.075 1.231 1.473 "Possession of this page does not constitute an offer to sell." 11Vp11 . . Thickness SDR 26 r t Thickness SDR "35 . 0.162 0.120 0.241 0.180 0.323 0.240 0.404 0.300 0.481 0.360 0.588 0.437 0.499 0.588 0.661 0.745 0.853 1.021 1.187 1.355 Diamond Plastics Corporation 01212 Johnstown Road 0 Grand Island, Nebraska 68803 0 308.384.4400 Uri ""' 5.0 Marking. GPK fittings shall be marked with applicable size, "PVC ", company name or logo, PSM and the ASTM specification number (D 3034, F 1336 or F 679). The fittings and /or packaging shall include the manufacturer's date and shift code. r.. 6.0 Testing. A test after installation of either low pressure air (Uni -B -6) or a water infiltration- exfiltration test is recommended. LR 11J- SDR 35 / PS46 FITTING SPECIFICATIONS .0 GPK PVC Sewer Fittings shall be manufactured in accordance with either ASTM D 3034, F 1336 or F 679. The PVC material shall have a minimum cell classification of 12454, 13343 or 12364 as defined in ASTM D 1784. 2.0 The purpose of GPK in -line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. 3.0 Injection Molded Fittings are produced in sizes 4" through 12" diameter. Fabricated Fittings are produced in sizes 4" through 27" diameter. A fabricated fitting is considered any fitting made from pipe or a combination of pipe and molded components. 4.0 Chemical Resistance. GPK fittings resist attack from certain alcohols, alkalies, salt solutions, acids and other types of chemicals. Refer to chemical resistance chart for suitability. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7 1/2% of base ID as shown in Table XI.I of D 3034, and X2.1 of F 679. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling with proper material is important to achieve desired density in haunching area which enables pipe, fitting and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads. Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between the fitting and trench wall. A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineers' specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection. Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe ,and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4" nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of stack is permitted but not recommended, consult bat the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. rM 9.1 Backfilling around pipe service laterals on slope. Extra attention should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain" Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" layers and continued in this manner all the way up to ground or surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. SUMMARY: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacturer's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factor that cannot be overlooked. 899 Mr v law r. r.+ bpi 4+ till GPKFITTINGSUBMITTALSHEET Intro: GPK manufactures PVC sewer fittings in accordance with either ASTM D 3034, F 1336 or F 679 to be used in gravity flow or low pressure applications. Injection molded fittings are produced in sizes 4" through 12" diameter. Fabricated fittings are produced in sizes 4" through 27" diameter. Material: Fabricated fittings are manufactured from PVC pipe and molded components meeting the requirements of either ASTM D 3034, F 1336 or F 679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454, 13343 or12364 as defined in ASTM D 1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454 or 13343 as defined in ASTM D 1784. Extrusion Quality: Extruded components are tested in accordance with and meet the requirements of ASTM D 2152 for properly fused PVC. Impact Resistance: Impact Resistance: Pipe Flattening: Extruded components are tested in accordance with ASTM D 2444 using a 20 Ib. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4 " -5" 150Ft -Lbs Heat Fusion Welded Joints (Butt Fusion Welds) 6" - 8" 210 Ft -Lbs 10" - 27" 220 Ft -Lbs Injection molded fittings are tested in accordance with ASTM D 2444 using a 20 Ib. Tup A and a Flat Plate Holder B. The strength shall equal or exceed the values shown below: 4" 50 Ft -Lbs 6" - 8" 75 Ft -Lbs 10 " -12" 90 FT -Lbs Pipe Stiffness: Extruded components are tested in accordance with ASTM D 2421. The stiffness equals or exceeds the requirements of ASTM D 3034 and F 679 of 46 psi. Extruded components are flattened as described in ASTM D 3034 and F 679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure /Pressure Deflection: Gasketed joints are tested in accordance with ASTM D 3212. Pressure: 10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22" Hg. Branch Bending: The chemically fused areas around the fabricated branches of tee, wye and tee -wye fittings are tested to ASTM F 1336 to verify their strength and integrity. Pipe Stop Support: Tee and tee -wye fittings are tested to requirements of ASTM F1336 for pipe stop load support. No cracking or splitting shall occur and pipe spigot shall not protrude into waterway of the fitting. Joining Methods: Chemically Fused Solvent Weld Joints Solvent cement is handled and tested in accordance with ASTM D 2564 and D 2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F 477 and D 3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 2 899 ---- 6- 1 .")7pfcli 02/06 Stainless Steel Korband Reinforced Nylon Wedge or Stainless Wedge KOR -N -SEAL 1- WEDGE KORBAND CONNECTOR ASSEMBLY Install Kor -N -Seal I - Wedge Korband with Socket Wrench & Torque Limiter FOR^!SEALI' KOR -N -SEAL? 1 & 11 FLEXIBLE PIPE -TO- MANHOLE CONNECTORS SPECIFICATION SHEET Install Kor -N -Seal II - Wedge Korband with Standard Torque Wrench Stainless Steel Pipe Clamp EPDM OR POLYISOPRENE Install Pipe Clamp(s) with T- Handle Torque Wrench www.npc.com 250 Elm Street • P.O. Box 301 Milford, NH 03055, U.S.A. Tel: 603 -673 -8680 • 800 - 626 -2180 • Fax: 603 -673 -7271 lb" Load Test RESILIENT EPDM OR POLYISOPRENE RUBBER Conforms to ASTM C923 s,. PERFORMANCE i Test Head Pressure Deflection Test 05/08 Chemical Resistance 1 N Sulfuric Acid 1 N Hydrochloric Acid Tensile Strength Elongation at Break Hardness Water Absorption ASTM Method C923 - 7.1 C923 - 7.2.2 C923 - 7.2.3 Performed on all standard sizes of Kor -N -Seal Connectors. ASTM D543, at 22 °C for 48 h D412 D2240 (shore A durometer) Accelerated Oven -Aging D573 70 t 1 °C for 7 days 0° - 13 psi (30 ft) for 10 min. 7° - 10 psi (23 ft) for 10 min. 7° in any direction 150 IbsTn. pipe dia. Compression Set D395, method B, at 70 °C for 22 h of original deflection D471, immerse 0.75 by 2 -in. specimen in distilled water at 70 °C for 48 h KOR-N-SEAL & 11 Flexible Pipe -to- Manhole Connectors SPECIFICATION SHEET No weight loss No weight loss 1200 psi 350% min. t 5 from the manufacturer's specified hardness Test Requirements Kor -N -Seal 6 1 , 1k 11, Decrease of 15 %, max. of original tensile strength, decrease of 20% max. of elongation INTERNAL KORBAND Conforms to ASTM C923, ASTM A666, and A240 — Korband Assembly is manufactured of 300 series stainless steel. — Toggle Expander is made of 300 series stainless steel. — The 106/406 series Wedge Expander is made from reinforced nylon or 300 series stainless steel. — The 206/306 series Wedge Expander is made from 300 series stainless steel. +13 psi for 10 min. +10 psi for 10 min. Over 7° in any direction Over 150 Ibs/iin. pipe dia. TESTRESULT* or N Seal® 1 No weight loss No weight loss 1580 psi 500% 48±5 Increase of 10 %, max. .8% increase of original by weight 10.1% tensile decrease 14.0% elongation decrease Decrease of 25 %, max. 13% decrease Ozone Resistance 01171 Rating 0 Rating 0 Low- temperature Brittle Point D746 No fracture at -40 °C No fracture at -40 °C Tear Resistance D624, method B 200 IbfTn. No tear at 210 Ibffin. EXTERNAL PIPE CLAMP Conforms to ASTM C923, ASTM A666, and A240 Extemal take - up clamps are manufactured of 300 series stainless steel. www.npc.com 250 Elm Street • P.O. Box 301 Milford, NH 03055, U.S.A. Tel: 603- 673 -8680 • 800 - 626 -2180 • Fax: 603 -673 -7271 top'n bond° A self - bonding cement patching mix Coverage per pound: approximately 0.45 square feet at 114 inch thick Coverage per kilogram: approximately 0.1 square metres at 0.6 centimetres thick Resurface worn concrete Use top'n bond to: • Repair or resurface concrete drivewt sidewalks and stb. • Repair any worn, spelled or chipped concrete surface Make any concrete look new again. Top'n bond can be spread from a maximum thickness of 1.3 cm 11121 to a feather edge finish. No bonding agent is required. For easy application top'n bond may be mixed to either a trowellable consistency for patching or a brush coat consistency for a thin section brush coating. floor•top® A self- levelling interior floor topping Coverage per pound: approximately 0.45 square feet at 114 inch thick Coverage per kilogram: approximately 0.1 square metres at 0.6 centimetres thick Self -level uneven concrete floors Use floor top to: • Produce a smooth level floor that will not shrink, crack or spell • Repair new floor construction problems such as weather' 1e, uneven concrete, .rgh screeding No trowelling necessary. Just pour floor top onto uneven or damaged concrete to produce an ideal surface for the final flooring system. Floor top will self -level from 314" to a feather -edge. To be used with Prime Seal. • ® TM tasty setting pre - blended hydraulic cement Coverage per pound: approximately 15 cubic inches Coverage per kilogram: approximately 550 cubic centimetres Stop water leaks instantly Use aqua tite to: • Stop water flow through breaks in concrete surfaces such as foundations, storage tanks and pipes • Repair pools, decks and piers above and below the water line. Fast setting, even when water is flowing This high - strength pre- blended mix will not shrink. Aqua tite will begin to set in 3-5 minutes, mix only enough required for immediate use. rush -on concrete damp- proofer Coverage pound!' approximately C5 square feet at 1116 inch thick Coverage per kilogram: epproximatety 1 square metre at 1.25 millimetres thick Seal and damp-proof concrete Use damp seal to: • Damp -proof concrete foundations, basement floors, slabs, tanks and pipes • Eliminate musty odors from water seepage through concrete • Preserve concrete from water and chemical ..r deterioration Damp seal should be applied to wet Paint on damp seal to penetrate concrete tb produce' a non=toxic, breathable water barrier. • A fast setting, pourable anchoring grout Coverage per pound: approximately 20 cubic inches Coverage per kilogram: approximately 710 cubic centimeters Strong, rapid, anchoring repair Use anchoring cement to: • Anchor rods, bolts, sif screws and railings in' concrete • Fill cracks in concrete • Patch or level concreti floors for under carpel soft tile This pourable, non - shrink anchoring cement expands to form a tight grip to t the fixture and surrounding concrete. Sets in approximately 15.30 minutes al may be used on interior and exterior applications. A fast setting, trowellable concrete patch Coverage per pound: approximately 15 cubic inches Coverage per kilogram: approximately 550 cubic centimeters Strong, fast, multi - purpose concrete repair Use fast patch to: • Patch or repair concrel sidewalks, stairs, floor curbs, gutters and pipe • Repair overhead concn beams Use a trowel to repair damaged concrete or patch any concrete surface. Mix only the amount of fast patch that can be easily placed in 15 minutes. CftrisIy3 PRODUCT SPECIFICATIONS DETECTABLE MARKING TAPE PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: Christy's' Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector, when buried at the proper depths. We recommend bury depths of: TAPE WIDTH 2" 3" 6" 12" or wider TAPE BURY DEPTH 6" -18" 6" - 28" 6" - 36" 6" - 36" SPECIFICATIONS & INDUSTRY LISTINGS: Christi's'" Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. Christy's' DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050 ") overall thickness; five -ply composition; ultra -high molecular weight; 100% virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882 -80A and shall be: 80% MD and 135 %TD. The tape shall have a minimum 20 gauge (0.0020 ") solid aluminum foil core, adhered to a 2.55 mil (0.00255 ") polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements. The color shall be . The legend shall read The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882 -80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671 -76 pliable hand value. Tape width shall be . (For best results we recommend a tape width at least 3/4 of the diameter of the pipeline being protected. A 4" diameter line would use 3" or wider tape for optimum protection). Standard widths are 2 ",3 ",6 ",12" and 24 ". The tape shall be manufactured by T. Christy Enterprises, Inc. (800 - 258- 4583).The model number shall be (TA -DT XX -XXX). (See model number designations on the following page). 01. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805 - 5910.800 -BLU -GLUE • (714) 507 -3300 • FAX (714) 507 -3310 Special and Custom Legends: Christy's' also offers a full range of non - standard legend /color combinations in addition to the combinations listed below, including specialty applications such as , Telemetry, Irrigation and additional water line wording. All standard combinations listed are available in at least one color /width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color /Legend Combinations Color Legend Suffix a.. Blue Caution Irrigation Line Buried Below BI Blue Caution Non - Potable Water Line Buried Below BNP Blue Caution Potable Water Line Buried Below BPW Blue Caution Water Line Buried Below BW '" Brown Caution Force Main Buried Below BEM Brown Caution Sludge Line Buried Below BSL Green Caution Force Main Buried Below GFM Green Caution Irrigation Line Buried Below GI Green Caution Non - Potable Line Buried Below GNP Green Caution Potable Line Buried Below GPW Green Caution Raw Water Line Buried Below GRAW .•+ Green Caution Sewer Line Buried Below GS Green Caution Storm Drain Buried Below GSTDR Orange Caution Fiber Optic Line Buried Below OFO Orange Caution Telephone Line Buried Below OT Purple Caution Recycled /Reclaimed Water Line Buried Below PRW Purple Caution Bilingual Reclaimed Water Line Buried Below PBI Red Caution Electric Line Buried Below RE Red Caution Fire Line Buried Below RF Red Danger Do Not Enter (above or below ground) DNG Yellow Caution Caution Caution(above or below ground) CTN Yellow Caution Gas Line Buried Below YG NOTE: Not All Widths Are Available As Standard For The Above Stock Color /Legend Combinations In De- , tectable tape. ConsultT. Christy for Stock Availability Of Specific Products. Non - Stock Combinations Will I Be Considered Special Orders And Subject To Minimum Requirements Model Number Designations Orr EX: TA -DT -2 -PRW (2 " Detectable Purple Reclaimed Water) TA- DT- XX -XXX Width of Tape (2",3" 24" or Custom) Color B -Blue R -Red G -Green BR -Brown P- Purple Y- Yellow W O- Orange Legends BI- Bilingual Reclaimed CTN - Caution DNG - Danger E- Electric F -Fire FM - Force Main F O -Fiber Optic G -Gas ....; I- Irrigation NPW- Non-Potable Water PW- Potable Water RAW -Raw Water RW- Reclaimed Wate S =Sewer SL- Sludge STDR- Storm F Dr a i n T Telephone; TT Teleme W -Water DRILL & TAP (SPLITTING THE SEAM) SET MADE BOLT — DOWN WITH 3/8" S.S. ALLEN — HEAD BOLTS — 2 PLACES / 1/8" RAISE — 1/2" WIDE BORDER r 1/2. 10" 9 7" 7 3/4" 15" 8 3/4" LETTERING ( "CO ", "SEWER ") 5/8" 4" NOTES: MATL: Cast Iron ASTM A48, CL30 APPROX WT: Ring - 42 Lbs, Cover 14 - Lbs DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/9/2003 CHKD: CL DATE: 7/9/2003 TOLERANCE )0( .1 )0XX+ -.06 XXXX * - .030 <* DEG OLYMPIC FOUNDRY INC. 8" X 4" LOCKING CLEAN -OUT RING & COVER RATING: H -20 DWG PART NO. M1007 D/T REV: A DATE: 7/9/2003 New border REV: DATE: SCALE: N/A REV A SHEET: 1 OF 1 T.E.S.C. MATERIALS: lbw isso /STORM MATERIALS: 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Series 65 CPEP Fastpatch Type 1 Catch Basin Type 2 Catch Basin CB Polypropylene Ladder MH30A D/T Marked Drain SM60 Diag D/T F &G Restrictor Cross (Alum) Contractor: Big Mountain Enterprises Job: Wells Fargo - Tukwila General Contractor: POE Silt Fence Sediment Bags 200ST Woven Geotextile Fabric / SEWER MATERIALS: City of Tukwila Spec 3034 / SDR -35 PVC Sewer Pipe 3034 / SDR -35 PVC Gsktd Fittings Kor -N -Seal Boots Fastpatch Metal Detectable Sewer Tape M1007 C/O "SEWER" Casting WATER MATERIALS: City of Tukwila Double Strap Saddle w/ S.S. Straps MW x MIP Ball Corp Stop FIP x CTQJ Adapter MW x CTQJ Adapter Type "K" Copper Tubing SDR9 CTS "HD" Poly Pipe Metal "SEWER" Detectable Tape ABVxACV Meter Setter w/ Bypass CTQJxMtr Swivel Angle Ball Valve Size: 48 "x100' NA NA Size 6 " 6 " 8 "& 12" NA NA 48" NA 24 "x6" 20 "x24" 12" Size: 6" 6 " 6 " NA 2 "x1,000' 8" Dia. Size: 10 "x1.5 " /1" 1.5 "/1" 1.5 "/1" 1.5 " /1" 1 "x60' 1.5 "x1OO' 2 "x1000' 1.5 "x12 "Tall 1 "x5/8 "x3/4" MANUFACTURER: Propex Insulmatic Propex MANUFACTURER: Diamond Plastics GPK ADS Fastpatch Up To Grade Quality Concrete Products Lane International (Quality) Olympic Foundry Olympic Foundry All Metal MANUFACTURER: Diamond Plastics GPK NPC (Quality) Fastpatch T.Christy's Olympic Foundry MANUFACTURER: Robar Industries AY McDonald 3131B AY McDonald 4754 AY McDonald 4753 Cerro Drisco Poly (Performance) T.Christy's AY McDonald AY McDonald 4642BQ #2 Meter Box w /Steel Lid & Reader NA Fogtite Meter Seal Co. Misc Brass Nipples & Fittings 1.5 " /l" Matco Norca Reduced Pressure Backflow Assy 1" Conbraco HB1.5 Heated Fiberglass Enclosure NA Hot Box SIDR -7 IPS Poly Pipe 2" Polytubes Note: Above 2" pipe submitted for meter to building application only. CVA / FIRE MATERIALS 412 Epoxy Coated Steel Tap Sleeve MJ x FL RW Gate Valve DI Body 940 Valve Box Double Detector Check Valve Flange Coupling Adapter Saddle Style Pipe Support OS &Y Tamper Switch PIV Tamper Switch C153 MJ / C110 Fl DI Fittings FL x PE Class 53 DI Spool FL x MIPT Sch. 40 Galv Spool FL x FL UL Swing Check MJ x FL Post Indicator Valve Type "A" Indicator Post MIPT x 5" Storz 30 Degree Bend Mega -lug Restraint Field -lok TJ Gasket Size: 10 "x6" 6" 18 "x24" 6" 6" 8" NA NA 6 "/4" 6 "14" 6 "/4" 6 "/4" 6" NA 6" 6 "/4" 6 "/4" MANUFACTURER: JCM Industries (Superior Tapping) US Pipe / Mueller Olympic Foundry Conbraco / Apollo Robar Industries Stand -on (Material Resources) System Sensor System Sensor Star Pipe Products Fast Fabricators Fast Fabricators Matco Norca US Pipe / Mueller US Pipe / Mueller Harrington EBAA Iron US Pipe NOMINAL PIPE SIZE WORKING RANGE OUTLET SIZES AWWA (CC) OR IRON PIPE (IP) STRAP STYLE APPROXIMATE SHIPPING WEIGHT LOW HIGH SINGLE (SS) DOUBLE (DS) LBS. KG. 2 2.38 2.56 3/4 - 2 SS 2.0 0.9 3 3.25 3.54 3/4 -1 SS 2.5 1.1 4 4.50 5.40 3/4 - 2 SS 5.0 2.3 DS 6.5 2.9 6 6.62 7.50 3/4 - 2 SS 6.0 2.7 DS 8.5 3.9 8 8.62 9.62 3/4 - 2 SS 6.5 2.9 DS 10.0 4.5 10 10.75 12.12 3/4 - 2 SS 7.5 3.4 DS 11.5 5.2 12 12.75 14.38 3/4 - 2 SS 11.5 5.2 DS 12.5 5.7 ir. APPLICATIONS: ROBAR 2406 / 2506 Service Saddles are used to take a service outlet off a transmission or distribution line. The 2406 / 2506 are suitable for use on C900 pipe due to their wide strap configuration. The 2406 comes with shop coat and the 2506 comes with fusion bonded epoxy coated. The 2406 / 2506 comes with Stainless Steel straps. MATERIAL SPECIFICATIONS: Saddle Body: Cast Ductile Iron body. Gaskets: SBR (Buna S) Rubber. Other compounds available. Saddle Straps: 1/2" NC T304 Stainless Steel'. Fasteners: 1/2" T304 Stainless Steel *. Nuts coated with anti - galling compound. Torque is 45 ft/lbs. Coating: 2406 - Two coats of Enamel. 2506 - Fusion Bonded Epoxy. Designed for tapping into Steel, Ductile Iron, Cast Iron and C900 PVC pipe. Saddle straps and bodies are shaped to evenly and safely distribute the clamping load to the pipe. When tightened, they conform to the various diameters in each nominal size of pipe within specified working range. Refer to the ROBAR OD Chart (see page 0.6.1) for various pipe diameters. Note: ROBAR INDUSTRIES LTD. - BRITISH COLUMBIA Phone: (604) 591 - 8811 Toll Free: (800) 663 - 6553 Fax: (604) 591 - 5288 Website: www.robarindustries.com / HOW TO ORDER: Determine the product number (2406, etc.), the nominal pipe size, outlet size, outlet thread, and strap style, and then use the appropriate ordering code as shown in the following example: If a 6" Double strap saddle is required with a 2' CC tap to fit 6' Ductile pipe (6.90 "OD), the ordering code is: 2406 - 6" product nominal number pipe x 2 tap size i.e. 2406 - 6 x 2 - CC - DS CC tap style DS strap style E - mail: waterworks @robarindustries.com * Refers to chemically treating Stainless Steel after welding ( "Pickled/Passivated") to retum it to its original appearance. - The 2406 is NSF61 compliant. Only those products bearing the NSF61 logo stamp are compliant. - Alternative gasket materials are available. Refer to the Gasket Selection Chart and contact ROBAR for pricing and delivery. LES PRODUITS INDUSTRIELS ROBAR INC. - QUEBEC Phone: (450) 641 - 9525 Toll Free: (800) 315 - 9525 Fax: (450) 641 - 4894 Effective: August 1, 2007 2.2.1 PART NO. MODEL SIZE A B C D E F G 4133 -103 3131B 3/4 4.16 1.96 1.39 .75 3/4 3/4 .38 ' 4133 -102 3131B 1 4.59 2.11 1.50 1.00 1 1 28 4133 -100 3131B 1 12 6.42 3.05 2.15 1.50 1 12 1 12 .42 4133 -101 3131B 2 6.75 3.21 2.46 2.00 2 2 .42 5/07 E 1 1 SUBMITTAL DATA 3131B SERIES - BALI STYLE CORPORATION STOP 1 Cast brass conforms to AWWA Standard C800 (ASTM 6-62, UNS C83600 — 85- 5 -5 -5). ■ Throughway dimensions shall be no smaller than the nominal size of the valve. II Valves are designed so they can be installed under pressure with standard tapping and drilling machine and instertion tools. 1 Threads conform to current AWWA C800 standard. ® Body design includes heavy wrench flats for proper installation. I® Brass Teflon coated (PTFE) ball for use in potable water systems. ® Direction of flow is indicated by position of operating head in relationship to inlet and outlet of body (parallel to body). 1 EPDM rubber seals held and sealed in place with adhesive. A.Y. McDONALD MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 52004 -0508 800 - 292 -2731 • FAX 800- 832 -9296 • sales@aymcdonald.com • www.aymcdonald.com r r [ [ ® Operating head is equipped with EPDM o -ring seal. O 300 PSIG water working pressure. ® 360° rotation. MI Designed for use with above or below ground potable water applications with temperature range of 34 ° F and 100 ° F. A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEMBLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. PREPARED FOR: SUBMITTED BY: DATE: (Corps -Ball -4133 -103) PART NO. M MODEL S SIZE A A B B C C D D E E 4182 -016 4 4754Q 3 3/4 1 1.27 1 131 H HEX 3 3/4 3 3/4 4182 -008 4 4754Q 3 3/4 X 1 1 1.64 1 1.52 O OCT 3 3/4 1 1 4182 -063 4 4754Q 1 1 1 1.40 1 1.54 O OCT 1 1 1 1 4182 -290 4 4754Q 1 1 X 3/4 1 1.40 1 137 O OCT 1 1 3 3/4 4182 -077 4 4754Q 1 1 X 11 /4 1 1.75 1 1.88 O OCT 1 1 1 11 /4 4182 -124 4 4754Q 1 11 /4 2 2.17 2 2.00 O OCT 1 11 /411 / /4 4182 -300 4 4754Q 1 11 /4 X 3/4 2 2.08 1 1.69 H HEX 1 11 /4 3 3/4 4182 -294 4 4754Q 1 1 1/4 X 1 1 1.75 1 1.69 H HEX 1 11/4 1 1 4182 -108 4 4754Q 1 1 1/2 2 2.00 2 2.31 O OCT 1 11 /211 / /2 4131 -314 4 4754Q 1 1 1/2 X 1 2 2.64 1 1.85 O OCT 1 11/2 1 1 4182 -411 4 4754Q 1 1 1/2 X 1 1/4 2 2.31 2 2.00 O OCT 1 1 1/21 1 1/4 4182 -087 4 4754Q 2 2 2 2.04 2 2.81 O OCT 2 2 2 2 1 SUBMITTAL DATA 4754Q SERIES SERVICE FITTING 11 All cast brass conforms to AWWA Standard C800 (ASTM B -62, UNS C83600 — 85- 5 -5 -5). III Body design provides large hexagonal or octagonal wrench flats for proper installation. ® Compression type bodies include internal pipe stop. ■ McQuick style "Q" compression assemblies include EPDM rubber sealing gasket, imbedded electrical conduction spring and stainless steel grip ring. ® McQuik "Q" style compression fittings are designed for use with type K or L copper tube, tube sized polyethylene per ASTM 2737 SDR9 or tube size polybutylene per ASTM D2666 SDR9 class 250. III Insert stiffeners are required on all flexible plastic connections. ® Designed for use with above or below ground potable water applications with temperature range of 34 ° F and 100 ° F. ® Materials meet or exceed A.W.W.A. standard C -800. A.Y. McDONALD MFG, CO. • P.O. BOX 508 • DUBUQUE, IA 52004 -0508 4/07 800- 292 -2737 • FAX 800 - 832 -9290 • sales@aymcdonald.com • www.aymcdonald.com ! C [ D - McQUIK CTS SIZE B - FLATS C - HEX OR OCT A-0 E - FIP THREAD A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEM- BLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. PREPARED FOR: SUBMITTED BY: DATE: (SpecSrvFtn &Coup.4182 -016) 1 $ 6 PART NO. MODEL SIZE A B C D E 4182 -013 4753Q 3/4 1.91 1.34 OCT 3/4 3/4 4182 -047 4753Q 3/4 X 1 1.95 1.32 OCT 3/4 1 4182 -000 4753Q 1 2.44 1.38 OCT 1 1 4182 -003 4753Q 1 X 3/4 2.18 1.38 OCT 1 3/4 4182 -149 4753Q 1 1/4 2.69 1.70 OCT 1 1/4 1 1/4 4182 -121 4753Q 1 1/4 X 1 2.76 1.85 OCT 1 1/4 1 4182 -107 4753Q 1 1/2 2.72 2.00 OCT 1 1/2 1 1/2 4182 -109 4753Q 1 1/2 X 1 2.75 1.85 OCT 1 1/2 1 4182 -110 4753Q 1 1/2 X 1 1/4 2.65 1.85 OCT 1 1/2 1 1/4 4182 -088 4753Q 2 3.02 2.44 OCT 2 2 1 -4? SUBMITTAL. DATA 47530 SERVICE FITTINGS 8, COUPLINGS • All cast brass conforms to AWWA Standard C800 -01 (ASTM B -62, UNS C83600 — 85- 5 -5-5). • Body design provides large hexagonal or octagonal wrench flats for proper installation. • Flare tube nut has large hex wrenching surfaces and long tube support body. • Compression type bodies include internal pipe stop. • Compression assemblies include one or more of the following: BUNA -N or EPDM rubber sealing gasket, imbedded electrical conduction spring, stainless steel gripping ring or stainless steel set screw. • Designed for use with potable water. • Materials meet or exceed A.W.W.A. standard C- 800 -01. A.Y. McDONALD MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 52004 -0508 800- 292 -2131 • FAX 800- 832 -9296 • sales@aymcdonald.com • www.a]Imcdonald.com 10/02 SUBMITTED BY: D - McQUIK CTS SIZE r E - MIP THREAD B - FLATS C - HEX OR OCT A.Y. McDONALD CONSIDERS THE INFORMATION ON THISASSEM- BLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT IN- FORMATION IS CURRENT. THIS PRINT IS THE PROPERTY OF A.Y. MCDONALD MFG. CO., DUBUQUE, IOWA AND IS LOANED SUBJECT TO RETURN UPON DEMAND. IT IS ISSUED WITH THE EXPRESSEDAGREEMENTTHAT IT WILL NOT BE ISSUED DIRECTLY OR INDIRECTLY IN ANY WAY DETRIMENTAL TO OUR INTERESTS. THE ACCEPTANCE OF THIS DRAWING WILL BE CONSTRUED AS AN ACCEPTANCE OF THE FOREGOING AGREEMENT. Lao Sri last ir+ im •,w r.. Cerro Flow: Products - Plumbing > Plumbing Tube DUCTS IAPPUCATIONS NEWS INDUSTRY LINKS BID SUBMITTAL /CERTIFICATION 82B SERVICES Alwclys Mavlrtg Forward. PRODUCTS OVERVIEW 1 I Plumbing > Plumbing Tube PLUMBING ► PLUMBING TUBE • REFRIGERATION TUBE OXY MED CAPPED 0. NITROGEN CHARGED ► LINESETS HVAC & REFRIGERATION INDUSTRIAL Related Information CID PRICING fa MATERIAL SAFETY DATA SHEET UTERATURE A po CREDIT APPUCATION 11 PACKAGING m COPPER TUBE HANDBOOK HOME Cerro plumbing tube is the original copper tube for plumbing, air conditioning and refrigeration applications in residential, commercial and institutional installations. We provide a complete range of sizes and types, engineered to exact specifications to meet the highest standards of performance. I Product Copper Water Tube, Type K (heavy wall) Copper Water Tube, Type L (medium wall) Copper Water Tube, Type 14 (light wall) Copper Drainage Tube, Type DWV (Temper) Hard Hard Soft Hard Hard r �` cerrotube Copper UNS No. C12200 Types K, L, and M ASTM B88 Typical uses include: http:// www. cerroflow .com/p1uPlumbin2Tube.aspx ABOUT US CAREERS � CONTACT US 10 TERMS OF USE Lengths 10 ft. straight 20 ft. straight 20 ft. straight 40 ft. coils 60 ft. coils 100 ft. coils I Code I (Green) 10 ft. straight ll0 20 ft. straight (Blue) 20 ft. straight 30 ft. coils 40 ft. coils 60 ft. coils 100 ft. coils 10 ft. straight 20 ft. straight (Red) Color marking is not applicable to tube furnished in annealed straight lengths or coils. SEARCH Uses Domestic water service and distribution, fire protection, solar, fuel /fuel oil, HVAC, snow melting, compressed air, natural gas, liquified petroleum (LP) gas, vacuum Domestic water service and distribution, fire protection, solar, fuel /fuel oil, HVAC, snow melting, compressed air, natural gas, liquified petroleum (LP) gas, vacuum General plumbing and heating purposes; drainage waste, vent and other light pressure uses. 10 ft. straight Drainage waste, vents, soil 20 ft. straight (Yellow) and other non pressure applications • Type M - above ground residential and light commercial uses. (Sizes range from 3/8" - 8" diameter) • Type L - residential and commercial uses. (Sizes range from 1 /4" - 8" diameter) • Type K - underground residential, commercial and industrial uses. range from 1 -1/4" - 8" diameter) • Type DWV - ASTM B306: Used for drainage, waste and vents 'Specificati ASTM B88 ASTM B88 ASTM B88 ASTM B306 Page 1 of 2 (Sizes 3/28/2008 Nom. Size ( Inches) Approximate O.D Nominal I.D. Min. Wall Thickness Working Pressure Rating at 73 Approximate Weight Ibs./1 00' 3/4" 1.060 0.824 0.118 200 psi 15.54 1 " 1.349 1.049 0.150 200 psi 25.14 _.. 1 -1/4" 1.774 1.380 0.197 200 psi 43.42 1 -1/2" 2.070 1.610 0.230 200 psi 59.15 2" 2.657 2.067 0.295 200 psi 97.40 Iw Butt Fusion • Refer to Bulletin PP 750, Heat Fusion Joining Procedures Available Sizes Municipal Water Service Pipe & Tubing Dimensions and Pressures: ASTM D -2737 (CTS) Copper Tube Size - OD ASTM D -2737 - SDR 9 (200 psi) 3/4" 0.875 1 1.125 Imo 1r For more information and technical assistance contact: Performance Pipe, a division of Chevron Phillips Chemical Company LP P.O. Box 269006 Plano, TX 75026 -9006 800.527.0662 Suggested Industries and Applications PERFORMANCE PIPE's DriscoPlex 5100 Ultra -Line PE 3408 piping products are recommended for use in municipal water service pipe and tubing. Dimension (Inches) _...__._ Nom. Size Approximate Nominal I.D. (Inches) O.D 1 -1/4" 1.375 1 -1/2" ._.__. _ -...._ 1.625 2" 2.125 Municipal Water Service Pipe & Tubing Dimension and Pressures: ASTM D -2239 (SIDR -PR) Based on Controlled Inside Diameter - SIDR - 7 (200 psi) Bulletin: PP 111 DriscoPlex® 5100 Ultra -Line PE 3408 Piping Products Water Service Pipe & Tubing kaw.daixddkcgr Chevron Phillis Cirmkal fempcar p The Wahl* Toms Min. Wall Thickness 0.681 0.097 0.875 0.125 1.069 0.153 1.263 10.181 1.653 0.236 Pipe weights calculated in accordance with PPI -TR -7, using Density at 23 °C of 0.961 Working Pressure Rating at 73 200 psi 200 psi 200 psi 200 psi 200 psi sL Approximate Weight lbs. /100' 10.39 17.21 25.74 35.99 61.39 Revision Date September, 2004 Before using the piping product, the user is advised and cautioned to make its own determination and assessment of the safety and suitability of the piping product for the specific use in question and is further advised against relying on the information contained hereir as it may relate to any specific use or application. It is the ultimate responsibility of the user to ensure that the piping product is suited and the information is applicable to the user's specific application. This data sheet provides typical physical property information for polyethylene resins used to manufacture the piping product. It is intended for comparing polyethylene piping resins. It is not a product specification, and it does not establish minimum or maximum values or manufacturing tolerances for resins or for the piping product. These typical physical property values were determined using compression- molded plaques prepared from resin. Values obtained from tests of specimens taken from the piping product can vary from these typical values. Performance Pipe does not make, and expressly disclaims, all warranties, of merchantability or fitness for a particular purpose, regardless of whether oral or written, express or implied, allegedly arising from any usage of trade or from any course of dealing in connection with the use of information contained herein or the piping product itself. The user expressly assumes all risk and liability, whether based in contract, tort or otherwise, in connection with th alb low Vari For more information and technical assistance contact: Performance Pipe, a division of Chevron Phillips Chemical Company LP P.O. Box 269006 Plano, TX 75026 -9006 800.527.0662 Bulletin: PP 111 kdrmr fltm DiriscoPLEr DriscoPlex® 5100 Ultra -Line PE 3408 Piping Products Water Service Pipe & Tubing Property Unit Material Designation HDB at 73.4 °F (23 °C) [4] psi Cell Classification Density [3] g /cm Melt Index [4] g/10 minutes Flexural Modulus [5] psi Tensile Strength [5] psi SCG (PENT) [6] hours Color; UV Stabilizer [C] HDB at 140 °F (60 °C) 1 psi Linear Thermal Expansion inch /inch / °F Elastic Modulus ] psi Brittleness Temperature 1 °F ( °C) Hardness Shore D Test Procedure PPI ASTM D -3350 ASTM D -1505 ASTM D -1238 ASTM 0-790 ASTM D-638 ASTM F -1473 ASTM D -2837 ASTM D -3350 ASTM D -2837 ASTM D -696 ASTM D -638 ASTM D -746 ASTM D -2240 Typical Value „? PE 3408 345564C 0.961 (black) 0.1 >140,000 3700 >1000 1600 Black with minimum 2% carbon blac0 1000 9X10 200,000 <-130 (<-118) 65 (1) See CFR 49, Part 192, §192.321(g)(1). Specification Data • The resin, pipe and fittings comply with these accepted industry standards: • AWWA C -901 • NSF 14&61 • ASTM D -2239 (Pipe 3 /4" -2 ", ID Controlled IPS) • ASTM D -2737 (Pipe W -2 ", OD controlled CTS) • PPI — PE3408 Designation Wr � Phillips Pile Waxftmf Tames Revision Date September, 2004 Before using the piping product, the user is advised and cautioned to make its own determination and assessment of the safety and suitability of the piping product for the specific use in question and is further advised against relying on the information contained hereir as it may relate to any specific use or application. It is the ultimate responsibility of the user to ensure that the piping product is suited and the information is applicable to the user's specific application. This data sheet provides typical physical property information for polyethylene resins used to manufacture the piping product. It is intended for comparing polyethylene piping resins. It is not a product specification, and it does not establish minimum or maximum values or manufacturing tolerances for resins or for the piping product. These typical physical property values were determined using compression- molded plaques prepared from resin. Values obtained from tests of specimens taken from the piping product can vary from these typical values. Performance Pipe does not make, and expressly disclaims, all warranties, of merchantability or fitness for a particular purpose, regardless of whether oral or written, express or implied, allegedly arising from any usage of trade or from any course of dealing in connection with the use of information contained herein or tilt piping product itself. The user expressly assumes all risk and liability, whether based in contract, tort or otherwise, in connection with th Gitis!»m e,. los PRODUCT SPECIFICATIONS DETECTABLE MARKING TAPE PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: Christy's' Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector, when buried at the proper depths. We recommend bury depths of: TAPE WIDTH 2" 3" 6" 12" or wider TAPE BURY DEPTH 6" -18" 6" - 28" 6" - 36" 6" - 36" SPECIFICATIONS & INDUSTRY LISTINGS: Chlisty's' Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. Christy's' DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050 ") overall thickness; five -ply composition; ultra -high molecular weight; 100% virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882 -80A and shall be: 80% MD and 135 %TD. The tape shall have a minimum 20 gauge (0.0020 ") solid aluminum foil core, adhered to a 2.55 mil (0.00255 ") polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements. The color shall be . The legend shall read r The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882 -80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671 -76 pliable hand value. Tape width shall be . (For best results we recommend a tape width at least 3/4 of the diameter of the pipeline being protected. A 4" diameter line would use 3" or wider tape for optimum protection). Standard widths are 2 ",3 ",6 ",12" and 24 ". The tape shall be manufactured by T. Christy Enterprises, Inc. (800 - 258- 4583).The model number shall be (TA -DT XX -XXX). (See model number designations on the following page). OT. Christy Enterprises October 2003 T. Christy Enterprises, Inc., 655 E. Ball Road, Anaheim, CA 92805-5910 • 800-BLU-GLUE • (714) 507 -3300 • FAX (714) 507 -3310 Blue Blue Blue Blue Brown Brown Green Green Green Green Green .-_• Green Green Orange Orange Purple Purple Red Red Red Yellow Yellow two hist Special and Custom Legends: Christy's"' also offers a full range of non - standard legend /color combinations in addition to the combinations listed below, including specialty applications such as Telemetry, Irrigation and additional water line wording. All standard combinations listed are available in at least one color /width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color /Legend Combinations Color Legend Suffix Caution Irrigation Line Buried Below BI Caution Non - Potable Water Line Buried Below BNP Caution Potable Water Line Buried Below BPW Caution Water Line Buried Below BW Caution Force Main Buried Below BFM Caution Sludge Line Buried Below BSL Caution Force Main Buried Below GFM Caution Irrigation Line Buried Below GI Caution Non - Potable Line Buried Below GNP Caution Potable Line Buried Below GPW Caution Raw Water Line Buried Below GRAW Caution Sewer Line Buried Below GS Caution Storm Drain Buried Below GSTDR Caution Fiber Optic Line Buried Below OFO Caution Telephone Line Buried Below OT Caution Recycled /Reclaimed Water Line Buried Below PRW Caution Bilingual Reclaimed Water Line Buried Below PBI Caution Electric Line Buried Below RE Caution Fire Line Buried Below RF Danger Do Not Enter (above or below ground) DNG Caution Caution Caution(above or below ground) CTN Caution Gas Line Buried Below YG NOTE: Not All Widths Are Available As Standard For The Above Stock Color /Legend Combinations In De- tectable tape. ConsultT. Christy for Stock Availability Of Specific Products. Non -Stock Combinations Will Be Considered Special Orders And Subject To Minimum Requirements Model Number Designations EX: TA -DT -2 -PRW (2" Detectable Purple Reclaimed Water) TA- DT- XX -XXX Legends BI- Bilingual Reclaimed CTN - Caution DNG Danger Width of Tape Color E- Electric (2 ",3 ",6 ",12 ", B- Blue : F -Fire 24" or Custom) R -Red FM - Force Main G- Green FO -Fiber Optic BR -Brown " G - Gas P- Purple I- Irrigation Y- Yellow ' NPW- Non - Potable Water W-White PW- Potable Water d -Oran g RAW -Raw Water RW- Reclaimed Water S -Sewer SL Sludge , STDR -Storm Drain T Telephone' T e leme try "` W-Water 12' 11/05 Inlet f [ T Ball Valve SUBMITTAL DATA 20B612WDFF 665 METER SETTER Standard meter length plus 38 for gasket unless otherwise specified. 13' standard for 11/2' meters. Outlet Low 11 /4'Bypass A.Y. McDONALD MFG. CO. • P.O. BOX 500 • DUBUQUE, IA 52004 -0508 800 - 292 -2731 • FAX 800 - 832 -9296 • sales@aymcdonald.com • www.aymcdonald.com A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEMBLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. IN All cast brass conforms to latest AWWA Standard C800 (ASTM B-62, UNS C83600 — 85- 5 -5 -5). ® Angle Ball Valve Inlet: ® Blowout proof cap and stem design. • Cap and stem includes EPDM o -ring seals. II Encapsulated lugs under cap provide 90 open to close operation. ® Brass Teflon coated (PTFE) ball for use in potable water systems. • Port seals held and sealed in place with adhesive. ■ Copper tubing is connected to the brass castings by lead -free solder. • Threads conform to latest AWWA C800 standard. ® Angle Dual Check Valve: ® Certified ASSE 1024. O Top accessible. III 180' F max. constant temp. ®175 PSIG max. water working water pressure. O Two independently operating check valve poppets are positioned perpendicular to each other. ® Internal components are made from an acetyl material. ® Seats and O -rings are EPDM rubber in accordance to ASTM D2000. ® Springs are made from 300 series stainless steel. ® 1 1/4" copper bypass tube with shutoff ball valve. ® Inlet and outlet connections to service line are FNPT threads. • Flanged meter valves are provided with meter support brackets. ® EPDM rubber (in accordance with ASTM D2000) meter gaskets are provided with all meter settings. I® Designed for use with potable water. PREPARED FOB: SUBMITTED BY: DATE: (4136- 069- MeterS etter) PART NO. PLATE NO. SIZE A B C D E F 4139 -350 4642BQ 5/8 3.74 1.62 1.77 .63 3/4 5/8 4182 -037 4642BQ 3/ 3.74 1.62 1.79 .63 3/4 5/8 x 3/4 or 3/4 4182 -183 4642BQ 1 X5/8 3.72 1.60 1.77 .63 1 5/8 4182 -215 4642BQ 1 X 3/4 3.72 1.60 1.80 .63 1 5/8 x 3/4 or 3/4 PART NO. PLATE NO. SIZE A B C DE F 4182-060 4642BQ 1 4.63 221 1.88 .75 1 1 4182 -314 4642BQ 11/4X1 4.97 255 1.88 .75 11/4 1 i 5/07 f RETAINING EPDM 0-RINGS A REF. E- McQUIK SIZE t [ r- CREF SUBMITTAL DATA F- METER NUT B REF. D -BALL BORE DIA. • Cast brass conforms to AWWA Standard C800 ASTM B-62, UNS C83600 — 85- 5 -5 -5). ■ McQuik "Q" style compression fittings are designed for use with type K or L copper tube, tube -sized polyethylene per ASTM 2737 SDR9 or tube -sized polybutylene per ASTM D2666 SDR9 class 250. • Insert stiffeners are required on all flexible plastic pipe connections. ® Encapsulated lugs under cap provide 90 open to close operation. I® Throughway dimensions shall be no smaller than the stated nominal size. ® Body design includes heavy wrench flats for proper installation. III Compression type bodies include internal pipe stop. • Brass Teflon coated (PTFE) ball for use in potable water systems. • EPDM rubber seals held and sealed in place with adhesive. ® 300 PSIG water working pressure. 4642B0 Series - Angle Bali Meter Value x CTS Q Compression RETAINING RING EPDM 0 -RING E- McQUIK SIZE A.Y. McDONALD MFG. CO. • P.O. BOX 508 • DUBUQUE, IA 52004.0508 800- 292 -2137 • FAX 800- 832 -9296 • sales@aymcdonald.com • www.aymcdonald.com A REF. 1 F- METER NUT BORE DIA. ® McQuik style "Q" compression assemblies include EPDM rubber sealing gasket, imbedded electrical conduction spring and stainless steel grip ring. ® Includes EPDM rubber (in accordance with ASTM D2000) meter gasket. ® Seats and o -rings are EPDM rubber in accordance to ASTM D2000. • Large "T" style operating head with 9/32" key hole. B "Q" series compression assemblies are "tighten to stop" design. • Designed for use with above or below ground potable water applications with temperature range of 34 ° F and 100 ° F. A.Y. McDONALD CONSIDERS THE INFORMATION ON THIS ASSEMBLY DRAWING CORRECT WHEN PUBLISHED. ITEM AND OPTION AVAILABILITY, INCLUDING SPECIFICATIONS, ARE SUBJECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. PREPARED FOR: SUBMITTED BY: 1 1 1 6 6 DATE: (4182- 037- AngleMtrVIv -Ball) lbw bwo FOG TITE BOTTOM 200# PLETE 300# I N C O R P O R A T E D CONCRETE LID W /DROP IN INSP PLATE NO 2 M ETER BOX SOLID CONCRETE LID STEEL TRAFFIC LID W /HANDLES page me W.. UALITY SYSTEM 0 9001 200 Satisfy. Customers. Improvement Continually. At acceptable price and cost. Management Leadership. All product and services provided by Siam Fittings Co., Ltd. Shall conform to the standard requirements and by our customers. Each employee is responsible for his or her input to the procurement, production, support, delivery service, corporate with supplier of mangement provided. We are committed to continually improving all products and services and to maintain Siam Fittings as Quality Leader in our field, by Involvement of people, Leadership, Process approach, System approach to menagement and making decision base on fact. • STANDARD SPECIFICATIONS BRONZE PIPE FITTINGS 125 Ib ASTM B 584 -936 ANSI B 16.15, ANSI 816.18 ASME B16.18, BS 864, JIS H 3401 ANSI B16.24, MSS SP -106, DIN 2566 DIN 2642, DIN 86033 A -A -59617 ANSI /ASME B 1.20.1 -1983, BS 21, DIN 2999 ISO 7 -1, JIS B0203, JIS 80207, JIS B0202 JIS Z 2201 -, JIS Z2241, JIS B 0261, JIS B0262 JIS B2201 JIS B 0403, JIS B0405 2 21 kgf. /mm? 2 20% CLASS MATERIALS DIMENSIONS FLANGES DIMENSIONS UNION DIMENSIONS THREADS INSPECTION TOLERANCES TENSILE STRENGTH ELONGATION ORDER CODE JUN -2007 C = AMERICAN STANDARD E = BRITISH STANDARD G = GERMANY STANDARD SIAM 'FITTINGS`'' 2 21 kgf. /mm? >_ 20% (NPT) (BSPT) (DIN) ASTM B 584 -936 ANSI B 16.15 ANSI 816.24, MSS SP -106 DIN 2566 DIN 2642, DIN 86033 A -A -59617 ANSI /ASME B 1.20.1 -1983, BS 21, DIN 2999 150 7 -1 i OPTIONS SUFFIX DESCRIPTION Ti Less ball trahles (UL Listed) T2 With ball ehes (standard) T2F With SAE flare test cock fittings (314" & 1" only) T2U With ball vanes; "U" flow T2Z With ball vanes; "z' flow TLL With ball ekes; locking lever handles T4 With union -end ball elves T4LL With union-end ball ekes; locking lever handles T4U With union-end ball elves; "U" flow .,. Job Location: Engineer: Tag: •r v IOW W 'Ap nn_ Valves M Made In T USA W W .cOnbraee.eom Job Name: SPECIFICATIONS The % " -2" Reduced Pressure Principle Backflow Preventer shall be an Apollo 40 -200 Series. The assembly shall be manufactured in America. The bronze body shall be configured with individually - accessible top - access check valves including top - mounted test cocks. The relief valve shall be bottom - centered with a separate access cover. The replaceable seat rings shall be glass -filled Nory l and the reversible seat discs shall be silicone rubber. The Apollo domestic shut -off ball valves shall have stainless steel handles. The assembly shall prevent contamination of the potable water supply due to back - siphonage or backpressure from substances that are health or non - health hazards. The pressure drop across the assembly shall be documented by USC's FCCC &HR approval curves. FEATURES • Replaceable seats & reversible silicone seat discs • Top - mounted test cocks for easy testing • Corrosion resistant • MADE IN THE USA ORDERING INFORMATION 40- 2XX —XX eiES4tERED OPTIONS SIZE Y- STRAINER Y- STRAINER O 0 — None (Standard) 0 1 — With Y- Strainer SIZE O 1— 1 /4" O 4— 3 /4" O 7 —1 1 /2" O 2 — %" 05 -1" 08 -2" O 3 —W 0 6 -1 W APPROVALS ASSE 1013, CSA B64.4, IAPMO, USC's FCCC &HR, AWWA C -511, and UL (less ball valves only). 40 -200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER Contractor: P.O. Number: Representative: Wholesale Distributor: FLOW CURVES 1 1 1 20 15 12 e 4 O 0 20 15 12 a 4 O 0 18 12 a 4 0 " & " Flow 2 4 e e 10 FLOWRATE (OPM) 3/4• 1. 10 20 30 40 50 FLOWRATE (GPM) 1 1/4 1 1/22.___- 2 50 75 100 125 150 175 FLOWRATE (OPM) P LOSS (PSI) 24 20 1e 12 8 4 0 (4) Rated flow a• determined by USC's FCCC &HR and ASSE design performance standards. 10 7 ,. 8 12 m RATE OF FLOW (GPM) PERFORMANCE RATING Maximum Working Pressure 175 psi Hydrostatic Test Pressure 350 psi Temperature Range 33 °F —180 °F Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; www.conbraco.com; 704 - 841 -6000 This specification is provided for reference only. Conbraco reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. SS1037 ©05/07 Page 1 of 2 60 14 70 200 15 80 30 40 60 ao 1♦1♦M1111111=11♦ ®111111♦ MIlriiia>r 11111111111■fi•111111l1•1111111IMIIIIII IIIM11111■1•1111111•INIM1111111 NM 10 10 00 1!0 18 90 225 250 Size 114" 318" 1/2" 314" 1" 1 114" 1 112" 2" A 5 3/4 5 3/4 5 3/4 8 8 11 11 11 B* 10 1/4 10 1/4 10 1/4 13 3/4 15 3/8 17 1/2 19 1/2 21 1/2 B* (mil union end bv's) 11 3/4 11 3/4 11 3/4 15 7/8 17 3/8 21 1/2 23 25 3/8 C* 13 13 13/16 13 13/16 181/2 21 23 9/16 26 3/8 29 9/16 C* (wl union end bv's) 14 1/2 15 1/4 15 1/4 20 5/8 23 27 5/8 30 33 3/8 D* n/a n/a n/a 101/2 10 11/16 14 3/16 15 1/8 15 3/4 E* n/a n/a n/a 13 7/8 15 1/8 19 20 3/4 22 1/8 F* 67/8 67/8 67/8 93/4 93/4 125/8 125/8 125/8 G 3 3/4 3 3/4 3 3/4 5 1/8 5 1/8 7 1/8 7 1/8 7 1/8 H* n/a n/a n/a 4 1/8 5 3/16 6 6 5/8 7 5/8 I 2 5/8 2 5/8 2 5/8 4 1/16 4 1/16 5 3/8 5 3/8 5 3/8 Ira rr lag i+r lrr r DIMENSIONS (in.) — WEIGHTS (Ibs.) * Dimensions shown are for reference only. 40 -200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER Standard m Standard (with union -end ball valves) Standard (with strainer) Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; www.conbraco.com; 704-841-6000 This specification is provided for reference only. Conbraco reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. SS1037 ©05/07 Page 2 of 2 REV. 1 1 u INTERNAL ANCHORS I °I ( TYP.) n HASP ( 33 HOT BOX... THE ENGINEERED ENCLOSURE -1 - REAR LID SEAM FRONT LID SEAM Hot 130 X@ 924 LANE AVE. N. JACKSONVILLE, FLORIDA 32254 (904) 786 -0204 (800) 736 -0238 FAX (904) 783 -6965 httpe / /www.hot- box.cor► REV. 2 REV. 3 TITLE i ENGINEER / CONTRACTOR NOTE "�'�""B��'11®.' 1. RECOMMENDED SLAB SIZE 1 44' L x 32' W x 4' MINIMUM THICKNESS. 2. HEAT IS PROVIDED BY A 60W, 120V, SINGLE PHASE HEAT TRACE CABLE. 3. ENCLOSURE IS A LB1.5 WHEN INSTALLED WITHOUT HEAT. FRONT LID SEAM STANDARD # HB1.5 FIBERGLASS ENCLOSURE SCALE N. T. S. SLAB OR FOOTER LOCATION REP. / DISTRIBUTOR CDNTINUOUS HINGE AT REAR RESTRICTED DRAWING. PATENT # 4, 726. 394. BY/DATE/DWI SBT / 6 -30-99 HB15 APPROVED /DATE QUOTE NE1.1 DRAIN < TYP. OF 2) r Yuri /SOPaal: 2aaa COMM AWWA STANDARD POLYETHYLENE HIGH DENSITY PE-3408 ENGINEERED FOR Potable Water PIPING SYSTEMS PLASTIC MANUFACTURES "SINCE 1953" AS1h tS0 9001:2000 Registered OA1S YO low Y. Properties PE 3408/PE 4710 Pipe • General Information POLYTUBES extrudes and fabricates its polyethylene pipe from a High Molecular Weight (HMW) High Density Polyethylene (H.D.P.E.) hexene copolymer resin manufactured by DOW Plastics DGDC 2480 -BK. This material provides an excellent combination of toughness, durability and environmental stress crack resistance for pressure and non pressure pipe applications. The piping carries NSF approval for potable water applications. This product when used in pressure pipe applications exhibits exceptional LTHS (Long Term Hydrostatic Strength) with outstanding resistance to Slow Crack Growth (SCG) and Rapid Crack Propagation (RCP). POLYTUBES polyethylene piping systems offers some unique characteristics such as low cost installation, rough handling in extremely cold weather, excellent chemical resistance, will not corrode and long service life with minimal maintenance requirements. POLYTUBES piping is listed with NSF (National Sanitation Foundation) as complying with NSF /ANSI STANDARD 14, 61 and Plastic Pipe Institute (PPI) as a PE -3408 and soon to recognized as PE -4710 resin with a hydrostatic design basis (HDB) of 1600 psi for water at 23 ° C and 1000 psi HDB at 60 ° C. Thus, Dow's DGDC 2480 polyethylene is designated as a PE -3408 (PE- 4710), after applying the 0.5 design safety factor; the design working stress for 23 °C is 800 psi with a cell classification of PE445574C as per ASTM D3350 -05. •- Identification of POLYTUBES polyethylene pipe by cell classification is as follows: CELL CLASS .r Density 4 Melt Index 4 Flexural Modulus 5 boo Tensile Strength, yield 5 Slow Crack Growth (PENT Test) 7 Hydrostatic Design Basis 4 Colour/UV Stabilizer C POLYTUBES PE 3408/PE -4710 NSF PE 3408/PE 4710 Pipe OL UB S Pipe Properties Pipe Ring Tensile Strength @ Yield Pipe Density Carbon Black Content Hydrostatic Design Basis @ 23 ° C Hydrostatic Design Basis @ 60 ° C Coefficient, of Linear Thermal Expansion Resin Properties Melt Index (190/2.16) Density Tensile Strength at Yield Elongation ( @Break) Thermal Stability Notched Izod Impact @ 23 °C Flexural Modulus ( @2% Strain) Slow Crack Growth PENT With the main dimensions conforming to the requirements of the following Standards: * * ASTM D -2239 ASTM D 2737 * AWWA C901 Units Typical ASTM Test Method Values MPa 23 D2290 g/cm 0.959 D792 2.1 D1603 psi 1600 D2837 psi 1000 D2837 in. /in./°F 0.8 x 10 D696 dg/min 0.08 g/cm 0.949 Mpa 24.8 740 °F >428 ° C >220 Ft -lb /in 9.1 J/m 488 psi 150,000 Hours >4,000 D1238 D792 D638 D638 D3350 D256 (method A) D790 (method 1, procedure B: D1473 POLYTUBES PE 3408/PE -4710 NSF i lab WO POLYTUBES PIPE DIMENSIONS 1600 P.S.I. HDB ISO Equation: POLYTUBES offers a comprehensive range of H.D.P.E. pipes based on inside diameters. The design pressure for POLYTUBES pipe is determined in accordance to the Standard ISO equation shown: PE 3408/PE 4710 Pipe P 2S _ x F R +1 Where: P = design pressure, psi S = hydrostatic design basis (HDB) at 23 °C, =1600 psi (HDB =11 Mpa for PE - 1404) F = service fluid factor (0.5 is recommended for water) R = standard internal pipe dimension ratio. I � I for CTS PE Pipe r R = standard internal pipe dimension ratio. ( —' for SIDR PE Pipe r Note: The Environmental or temperature factor is an additional de- rating factor to compensate for temperatures higher than 23 °C. (Consult your POLYTUBES representative for higher temperature re- rating factor) POLYTUBES PE 3408/PE -4710 NSF inn ilsoi IMP r PE 3408/PE 4710 Pipe OL UBES C.T.S. SIZED PRESSURE PIPE (ASTM D 2737) NOMINAL SIZE SDR 9 - PR - Working Pressure 200 PSI (a7 73.4 F* / 23 °C a" 1" 1 -1/4" 1 -1/2" 2" AVERAGE OUTSIDE DIMETER 0.875 0.125 1.375 1.625 2.125 0.097 0.125 0.153 0.181 0.236 APPROXIMATE WEIGHT (Ibs/I00'.) ........ .............:................. .......................... _. _.. _ ............................. _... . ... ............. ............. 10 17 25 36 61 100/3001500/1000* 100/300 /500 /1000* 100/300 /500 /1000* 100/300 /500/1000* 100/300 /500 /1000* NCTS- 090 -007 NCTS - 090 -010 NCTS -090 -012 NCTS- 090 -015 NCTS -090 -020 * Reels only (special order) S.I.DR. SIZED PRESSURE PIPE (ASTM D 2239 S1DR 9 - PR - Working Pressure 160 PSW 73.4 P / 23 °C %a ," 1" 1 ' 'A" 1 '''h" 2" 3/ 1" 1 '''A" 1'A" 2" 0.069 0.092 0.117 0.153 0.179 0.230 0.089 0.118 0.150 0.197 0.230 0.295 0.622 0.824 1.049 1.380 1.610 2.067 SIDR 7 - PR - Working Pressure 200) 73.4 F° / 23 °C 0.622 0.824 1.049 1.380 1.610 2.067 ......_........._ .........._........... APPROXIMATE WEIGHT (Ibs/100 ) 7 12 19 32 44 73 9 15 25 42 58 96 100/400/1000* 100/300/1000 100/300/1000* 100/300/1000* 100/250/ 1000* 100/200 /1000* 100/400/1000* 100/300/400/1000 100/300/1000* 100/300/1000* 100/250/300 /500 /1000* 100/200/300/500/1000* NIDR -090 -005 NIDR -090 -007 NIDR- 090-010 NIDR -090 -012 NIDR -090 -015 NIDR -090 -020 NIDR - 070-005 NIDR -070 -007 NIDR -070 -010 NIDR -070 -012 NIDR -070-015 NIDR -070 -020 * Reels only (special order) POLYTUBES POTABLE WATER PIPING POLYTUBES PE 3408/PE -4710 NSF kat rr JAN Awl INA •r+ OL UBES PE 3408/PE 4710 Pipe Normal Packaging Configurations POLYTUBES pipe is available in the following packaging configuration: COILS Available : 1/2" @ 100, 400 ft 3/4" @ 100,300,400,500 ft 1" @100,300,500 ft 1 1/4" @ 100,300,500 ft 1 1/2" @ 100,250,300,500 ft 2" @ 100,200,300,500 ft Coils are available with unique packaging configurations and color coded. For actual coil dimensions, coils per pallet and pallets per truckload, please discuss with your POLYTUBES representative. REELS Available: ' /2" to 2" 1000 ft OTHER PRODUCTS MANUFACTURED BY POLYTUBES • Polyethylene pipe for natural gas services • Polyethylene pipe for gas gathering applications • Wide range of diameters of pipe in Low and Medium Density Polyethylene for various applications • Custom extrusion available upon request. • Conduit For actual REEL dimensions quantity per truckload, please discuss with your POLYTUBES representative. PLASTIC MANUFACTURES - "SINCE 1953" POLYTUBES PE 3408/PE -4710 NSF Ilia #2 Meter Box w /Steel Lid & Reader NA Fogtite Meter Seal Co. Misc Brass Nipples & Fittings 1.5 "/1" Matco Norca Reduced Pressure Backflow Assy 1" Conbraco HB1.5 Heated Fiberglass Enclosure NA Hot Box SIDR -7 IPS Poly Pipe 2" Polytubes Note: Above 2" pipe submitted for meter to building application only. DDCVA / FIRE MATERIALS Size: 412 Epoxy Coated Steel Tap Sleeve X MJ x FL RW Gate Valve DI Body 940 Valve Box Double Detector Check Valve Flange Coupling Adapter Saddle Style Pipe Support OS &Y Tamper Switch PIV Tamper Switch C153 MJ / C110 Fl DI Fittings FL x PE Class 53 DI Spool FL x MIPT Sch. 40 Galv Spool FL x FL UL Swing Check )t MJ x FL Post Indicator Valve Type "A" Indicator Post MIPT x 5" Storz 30 Degree Bend Mega -lug Restraint Field -lok TJ Gasket C91101/ft Nickt 10 "x6" 6" 18 "x24" 6" 6" 8" NA NA 6 "/4" 6 "/4" 6 "/4" 6 "/4" 6" NA 6" 6 "/4" 6 "/4" MANUFACTURER: JCM Industries (Superior Tapping) US Pipe / Mueller Olympic Foundry Conbraco / Apollo Robar Industries Stand -on (Material Resources) System Sensor System Sensor Star Pipe Products Fast Fabricators Fast Fabricators Matco Norca US Pipe / Mueller US Pipe / Mueller Harrington EBAA Iron US Pipe 0141 qau l t Built in range assures proper fit on more than one •w class of pipe - reducing inventory requirements and the chance of not having the right size sleeve. w MATERIAL SPECIFICATIONS - JCM 412 FABRICATED TAPPING SLEEVE BODY: ASTM 283 Grade C or ASTM A -36 Steel BOLTS: Corrosion Resistant, high strength low alloy (AWWA C -111, ANSI A21.11). Optional Stainless Steel 18 -8 Type 304. FLANGE: AWWA C207 Class D, ANSI 1501b. Drilling, recessed for tapping valve MSS -SP60. Other flanges and outlets available upon request. GASKET: Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant metal primer. Optional Fusion Epoxy Coating available. SERVICE RATING: 4" to 12" Outlets: 175 PSI. Higher service rating available for specific applications and sizes. r r IMO 64 JCM 412 Fabricated Carbon Steel Tapping Sleeves Built -in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. Ease of assembly eliminates extra equipment, time and specially trained personnel. Ready availability means taps can be made without long delays - even taps on special sizes of pipe - or services requiring high pressure flanges. Direct reinforcement of the pipe by the sleeve eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy cast iron sleeves reduces the load on the pipe. Most important, JCM 412 Tapping Sleeves assure a safe dependable tap. A large gasket cross section provides a positive initial seal which increases with increases in line pressure. JCM Industries Tapping Sleeves meet or exceed the ANSI /AWWA C -223 and the MSS-SP 124 Standards as applicable. 412 TAPPING SLEEVE DIMENSIONS Flange , Size* 3 4 6 8 10 12 12 12 12 16 20 24 5 5 5 5-1/8 5-1/2 5-3/4 4-1/32 5-1/32 7 -1/32 9-1/32 11 -1/16 13 -1/16 3-1/2 4-1/2 *6 -1/2 8-1/8 10 -1/4 12 -1/4 6 6 6 8 10 12 3/4 3/4 3/4 3/4 3/4 3/4 For outlets 4' and larger the manufacturer of the tapping valve must be specified to assure proper alignment recess dimension. Size on size tapping sleeve requires 1/2' undersize cutter to assure proper cutter clearance and complete severance of the coupon. 'On nominal pipe size 7.45 and smaller dimension D is 6 -1/8'. Alignment recess for aligning Corrosion resistant, high strength low alloy bolts and nuts. Optional Stainless Steel. sleeve and tapping valve. Test Plug 3/4" NPT (stainless steel in the Epoxy Coated tapping sleeve). Broad cross section gasket set in retaining cavity. BOLTS& QTY.- E SIZE- F Heavy steel sleeve with built -in range reinforces pipe - eliminates deflection possibility. Ca N5f +AN5181 JCM 412 Fabricated Carbon Steel Tapping Sleeves NOM. SIZE 6 8 10 12 14 16 18 20 24 30 SLEEVE., 0.0. RANGE 6.63 (SEE 422) 6.83 - 7.16 7.05 - 7.40 7.40 - 7.73 8.63 (SEE 422) 8.98 - 9.37 9.27 - 9.69 9.83 - 10.25• 10.64 -10.86 11.03 -11.47 11.36 -11.80 11.76 -12.24 12.62 - 12.88 13.13 - 13.60 13.60 - 14.09 14.08 -14.56 14.59 -15.08 15.23 - 15.80 15.73 -16.22 16.30 -16.73 16.74 - 17.26 17.33 -17.87 17.88 -18.43 18.62 - 19.19 18.87 -19.45 19.41 -20.01 20.00 - 20.60 20.29 - 20.94 20.93 - 21.57 21.51 - 22.15 22.16 - 22.81 22.78 - 23.45 23.46 - 24.16 24.15 - 24.85 24.82 - 25.52 25.71 - 26.41 26.55 - 27.25 27.26 - 27.96 28.14 - 28.84 29.78 - 30.48 30.48 - 31.18 31.52 - 32.22 SLEEVE NUMBER ANY OUTLET 412 -0690 412 -0720 412 -0745 412 -0905 412 -0940 412 -1000 412 -1075 412 -1110 412 -1140 412 -1200 412 -1275 412 -1320 412 -1392 412 -1420 412 -1475 412 -1530 412 -1600 412 -1650 412 -1684 412 -1740 412 -1800 412 -1875 412 -1920 412 -1950 412 -2000 412 -2050 412 -2130 412 -2160 412 -2254 412 -2294 412 -2400 412 -2450 412 -2502 412 -2580 412 -2715 412 -2746 412 -2834 412 -3000 412 -3075 412 -3200 OUTLET SIZES AVAILABLE X3 X4 X6 X3 X4 X6 X8 X3 X4 X6 X8 X 10 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 X3 X4 X6 X8 X 10 X 12 74 76 82 83 85 88 118 90 92 96 125 168 98 100 104 140 176 216 113 115 116 150 190 220 113 115 120 162 210 230 120 122 126 180 240 245 131 133 140 185 245 255 143 143 160 215 280 312 163 165 175 226 295 310 `These sizes not available with size on size outlets. For size on size outlets a 1/2' undersize shell cutter is required. Larger Sizes: For outlets 14" and larger, the tapping valve to be used must be specified to assure proper alignment recess dimension. JCM 412 Tapping Sleeves fumished with test plugs unless otherwise specified. CanYW Io MSF /ANSI N 65 ..r miler 500 West Eldorado Street P.O. Box 671 Decatur, Illinois 62525 217 - 423.4471 September 8, 2006 To Whom It May Concern: This letter is to certify that the U.S. Pipe gate valve product line design has been changed to the Mueller A2300 series (2" -48 "). The U.S. Pipe version of this valve is marked 'U.S. Pipe' and is UL Listed and FM approved and is being manufactured at Mueller's Chattanooga, TN plant. Parts for both valves are interchangeable. Sin en Clark Vice President of Marketing Water Products Division 9806me.doc I' r tee wr U.S. Pipe Resilient Wedge Gate Valve 2 " -12" sizes* Forged bronze stem and thrust collar — This time - tested design has two thrust washers and has repeatedly proven its superior strength over cast stems. Bronze stem nut — The nut is electrically Isolated from the iron in the wedge for corrosion resistance. The nut is held tightly in place to resist stern binding. 0-ring — Provides superior bonnet seal. " Polymer wedge guide bearing caps — Provide bearing surface between the encapsulated wedge and the Interior epoxy coating, lowering operating torque and extending service life of the valve. Oversized, full port opening, smooth waterway — The bottom of the waterway has no grooves or recesses to collect sedimentor debris and compromise the seal. Accommodates full - sized shell cutters with ample clearance during tapping operations. Integral legs — Flats cast in the bottom of the valve body let the valve stand upright in storage or during installation. Four 0 -ring stem seals — A dirt seal at the top keeps out debris. Two 0 -rings above the stem thrust collar bearing area isolate it from ground contaminants, and one below isolates it from the waterway. The upper three 0 -rings can easily be replaced In the line while the valve is under pressure in the open position. Fusion - Bonded Epoxy Coating — The superior fusion - bonded (thermosetting) powder epoxy covers the interior and exterior with a thickness of 10 mils nominal. The powder epoxy coating fully complies with ANSI /AWWA Standard C550. 'Contact U.S. Pipe Valve & Hydrant Division for sizes up to 48" "2'• 3" valves use flat bonnet flange gasket Triple Listed • Valve fully complies with AWWA C509 • Listed by Underwriters Laboratory Inc. and ULC • Approved by Factory Mutual Corp. U.S. Pipe Valve & Hydrant Division Customer Support Center 1-800-871-2194 FAX: 217- 425 -7356 1 Optimized design for consistent performance and long- lasting corrosion resistance ® The U.S. Pipe Resilient Wedge Gate Valve is a symmetrical design with refinements to enhance reliability and service life. Special features protect critical areas of the valve from damage, wear and corrosion. The entire valve is certified to ANSI/NSF Standard 61. 100% elastomer - encapsulated symmetrical wedge The iron wedge is completely encapsulated by an elastomer, without thin spots or voids. There are no uncoated or weak places for corrosion to start or for the elastomer to begin to peel away. Extra -long guides stabilize the wedge and prevent binding. Polymer bearing caps protect the wedge guides and interior epoxy coating from damage or wear, even after thousands of cycles under full differential pressure and flow. The shape of the iron wedge casting and the elastomeric encapsulation are specially designed to provide a positive stop, without overstressing the elastomer or epoxy lining. This avoids splitting the elastomeric encapsulation or crushing the epoxy, and the operator is given positive feedback indicating when the valve is fully closed. It also assures a consistent number of turns to operate the valve. Superior powder epoxy coating The valve is covered inside and out with a fusion - bonded powder epoxy coating, which acts as a physical, chemical and electrical barrier between the valve's base metal and the surroundings. The epoxy coating is suitable for field overcoating and touch -up without sanding, special surface preparation or the application of heat. The powder epoxy is non -toxic and imparts no taste to water. Strength, selection and versatility The valve is rated at 250 psig working pressure, 25% higher than that stipulated by the AWWA standard, and hydrostatically shell tested at 500 psig. The computer -aided design allows all areas of the valve to be optimized for strength, removing excess weight. Yet the valve includes extra - strength safety factors that surpass the minimums set by AWWA standards. The valve fully complies with AWWA C509. End connections include combinations of flanged, mechanical joint, slip -on, radial and threaded. Most end connections are available in the full range of sizes from 2" through 12 °. Tapping, cut -in, post indicator, and OS &Y valves are also offered. The valve can be installed in any position. Resilient wedge gate valves are carefully packaged and palletized prior to shipment, helping assure the valves with their powder epoxy coating arrive to you undamaged. Facility has ISO 9001 certification The valve manufacturing facility in Chattanooga has the highest ISO rating available — your assurance of quality products and services. Y Valve size - Nominal sizes Dimensions* 2" 2 -1h" 3" 4" GIP 8" 10" 12" A NES OS&Y Opon 9.88 - 12.38 19.50 12.38 19.25 14.19 23.68 18.00 31.38 21.50 38.50 25.50 47.00 28.62 53.50 E Diameter of handwheol 6.00 6.00 8.00 11.00 13.00 14.00 16.00 16.00 II Radial - and- to-end 10.25 10.75 11.75 13.43 15.91 18.40 - - I Depth of socket 3.50 3.69 4.12 4.46 5.46 6.20 - - K nfJ end - to-end 8.50 - 9.00 10.00 11.50 12.50 14.75 14.88 I. Depth of socket 2.50 - 2.50 2.50 2.50 2.50 2.50 2.50 Q Flanged - race - to 7.00 7.50 8.00 9.00 10.50 11.50 13.00 14.00 R Outside diameter 6.00 7.00 7.50 9.00 11.00 13.50 16.00 19.00 V Threaded end - to 5.88 5.88 6.88 - - - - - AA OS&Y posed - 15.75 15.50 19.00 24.50 29.50 35.75 40.50 00 Slip - on - end - to - - - 12.81 14.81 17.88 18.43 18.62 CC Depth of socket - - - 4.12 4.38 5.62 5.62 5.62 EE OS&Y Handwheel diameter - 7.00 7.00 10.00 12.00 14.00 16.00 16.00 YY MJ x Flg. - end - to-end - - - 9.50 11.00 12.00 13.88 14.44 GGG Sltp -on x Flg.- end - to-end - - - 10.91 12.66 14.69 15.72 16.31 Mims to open - NRS OS&Y 8 - 11 11 11 11 14 14 20.5 20.5 26.5 27 33 33.5 38.5 39 Weight` - Flg. x Flg. 37 71 73 95 154 250 402 502 M) x Fig.** - - -- 115 168 275 418 526 MJx MJ" 40 - 83 120 188 280 438 546 Slip -on x Flg. - - - 92 152 250 405 528 Slip -on x Slip -on - - - 90 151 247 392 513 Rad. x Rad. 35 85 67 98 155 260 - - Thd. x Thd. 31 60 A UL/FM post indicator style valve ( "P" prefix) in 4 " -16" sizes and selected types of end connections is available (also as a tripping valve - "I" prefix). I Resilient wedge valves with flange x flange, MJ x flange, and MJ x MJ ends in sizes 14 "- 48" (14 " -16" also with slip-on x slip -on and slip-on x flange) are offered with many of the features described in this brochure, bats but may vary in design details. Yd 8.1 ►r Yen r •t J � rr Styles and sizes 1 - 1Y13 x 1 / co The U.S. Pipe Resilient Wedge Gate Valve 2 " -12" is available as a non - rising stem (NRS) valve in 2 " -12" sizes ( "A" catalog number prefix), and as an OS &Y valve in 2- 1/2 " -12" sizes ("R" prefix). It is also available in tapping (T'prefix) and cut -in ("C' prefix) valve styles. • NOTE: All valves with mechanical joint ends are available less accessories. Flange x Flange A-USPO-6 OS &Y Flange x Flange R- USPO -6 ba Specialty valve styles not illustrated. + Socket depths have been increased on the slip -on style to enhance the pipe joint. " Also available without accessories or gaskets. awe ++ Bonding screws optional. Form 11744USP -Roe. I205 -23M -I Mechanical Join x Range A- USPO -16•' T- USPO.16 (Tapping Valve)' OS &Y Threaded x Threaded R- USPO -8 It t DIMENSIONS FOR RESILIENT WEDGE GATE VALVE - INCHES (Refer to catalog for dimensions of valves 14' - 48 ") Mechanical Joint x Mechanical Joint A- USPO -20" A- USPO -251w/ transition gaskets) D-150 Mechanical Joint x D-150 Mechanical Joint C-USPO-54 (Duck Tipped) ++ C- USPO.55 (Plain Tipped)++ "All dimensions are in inches. All weights are for NRS valves: In pounds and are approximate. •'Weight Includes accessories. 600 -I Sip-on x Flange A- USPO -41 +" " Radial x Radial A- USPO -37 Valve and Hydrant Division Customer Support Center: 1- 800 -871 -2194 Decatur, IL All products must be installed and maintained in atronlnnec with applicable instructions andk" standards. Reproduced with permission of copyright owner- 4) Mueller 1995 Slip-on x Slip -on A- USPO.3B+•• Threaded x Threaded A- USPO -8 Printed in U.SA. Y•• id er Owl ern 11/1 1w 4 r/e' aA b i 1- k y I 4, ' if _Mir 11/ j MA11NG SURFACES TO BE MACHINED 11 1 1/4 a4 • sit v.- ' I I 1 -e 1/tC DIA.—I f ---- 7 3/1r OK NOTES: OLYMPIC FOUNDRY INC. 18" VALVE BOX TOP MAIL: Cast Iron ASTM A48, CL30 RATING: H -20 PART NO. 940 APPROX WT: 33 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/16/2003 TOLERANCE REV: DATE: CHKD: CL DATE: 7 / 16 / 2003 MOE 7.. OR xxroc ago w+-2 DEG DWG #: 940 18 TOP SCALE: N/A SHEET: 1 OF 1 Y•• id er Owl ern ISO i too Ir Nor Imo am 5/8" DIA. 5 F -5 1/8' Dial i / j 0 / 17' j j 24" (ALSO AVAILABLE N 30" AND 36") 7' 4 1111111111111k) !/ 5 0 3 /4' / 3/8' R. 3/8' lam / %, I 7 1/2' DIA. 8" DIA. 8 3/4" DIA NOTES: OLYMPIC FOUNDRY INC. 24 ", 30" 36" VALVE BOX BASE MATL: Cast Iron ASTM A48, CL30 RATING: H -20 PART NO. 940 APPROX WT: 35 Lbs REV: A DATE: 7/16/2003 New border REV A DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/16/2003 TOLERANCE )0( - .1 lax ,06 xxxx • <w2DEO REV: DATE: CHKD: CL DATE: 7 /16/2003 DWG #: 940 24 BOTTOM SCALE: N/A SHEET: 1 OF 1 ISO i too Ir Nor Imo am r Yr► law rir BOTTOM VIEW 5 DEGREE DRAFT NOTES: MATL: Cast Iron ASTM A48, CL30 APPROX WT: 12 Lbs DOCUMENT APPROVED BY: DATE: DWN: CL DATE: 7/16/2003 CHKD: CL DATE: 7/16/2003 TOLERANCE )0( .1 xxx+ - .06 xxxx. -.wo 2 DEG OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER RATING: H -20 DWG #: 940 DEEP SKIRT LID PART NO. 940 DS REV: A DATE: 7/16/2003 New border REV: DATE: SCALE: N/A REV A SHEET: 1 OF 1 Part Name Material Body (mainline) Epoxy - coated (FDA) Ductile Iron Bypass DC Bronze Covers (2' /i -6 ") Epoxy - coated (FDA) Steel Covers (8 " -10 ") Epoxy - coated (FDA) Ductile Iron Check Valves (2 W -6 ") Glass - Filled Noryl Check Valves (8 " -10 ") Bronze Springs Stainless Steel Seat Discs Chloramine- resistant EPDM r iwt Wal l f1p0t' r Valves - .... Job Name: Wad Job Location: Engineer: Tag: DESCRIPTION The Apollo 4S -600 Series Double Check Detector Assembly (Model DCDA) is designed to prevent contamination of the potable water supply due to back- siphonage or backpressure from substances that are non - health hazards. The device consists of a mainline double check valve with a by -pass line. The by -pass consists of a water meter and an approved Apollo double -check valve with Apollo ball valves as shut -offs. The by -pass serves to measure water use of up to 3 gpm. FEATURES • Lightweight • Short lay length • Low pressure Toss • Modular check valves • Individual access to check valves • Corrosion resistant epoxy - coated ductile iron • US Patents #5,711,341 and #6,343,618 • MADE IN THE USA IAL SPECIFICATIONS PERFORMANCE RATING Maximum Working Pressure 175 psi Temperature Range 33 °F —140 °F Hydrostatic Test Pressure 350 psi 4S -600 SERIES DOUBLE CHECK DETECTOR ASSEMBLY E As„,„.„. ISO9A01 e0 -$t ED body APPROVALS ASSE 1048, CSA B64.5, USC's FCCC &HR, UL *, FM *, and the City of New York. All approvals in horizontal and vertical flow -up configurations. *UL and FM installations must include indicating -type shut- off valves. Contractor: P.O. Number: Representative: Wholesale Distributor: ORDERING INFORMATION 4S- 60X -XXX SIZE METER OPTION SHUT -OFF VALVES FLOW (OPTIONAL) SIZE O 9 -2'/2" O 0 -3" O A -4" O C — 6" O E -8" O G -10" METER OPTION O C — Cubic feet/min O E — Gallons /min O G — Less meter SHUT -OFF VALVES (Inlet x Outlet) O 1 — Less Shut -off Valves (flanged -end body) O 3 — OS &Y Flanged x OS &Y Flanged O 6 — OS &Y Flanged x NRS plate & nut ** O 7 — OS &Y Flanged x OS &Y Grooved O 8 — OS &Y Grooved x OS &Y Grooved O 10 — NRS plate & nut x NRS plate & nut ** FLOW O U — U -Flow (with elbows) Example: 4S- 60A -E8 = 4 " size with meter in gpm and OS &Y grooved x grooved shut -off valves (shown above). * *NRS with plate & nut option not available in 2 %2" size. Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; www.conbraco.com; 704-841 -6000 This specification is provided for reference only. Conbraco reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. SS1039 ©4/07 Page 1 of 2 Size 2' /" 3" 4" v 6" 8" 10" A' 32'A 33' 34 39' 50' 55' B' (Flanged -end body) 17 17 16'% 18 27 29'/ C(NRS) 11'/S 12% 14% 19 22% 26% C (OS &Y Open) 17 19 22' 30'/ 38 46 D 9 9 9 9 10 10' E 7 7'/ 9 11 13'% 16 F 34 % 38''A 39 Y6 46'% 59 ''A 69 % G 27' 28'A 29' 34' 45' 51 ° H 19% 20% 22 25' 34' 39'A Test Cocks (NPT) '/ '% '% ' 6 % Net Wt. (Less Valves) 79 83 89 107 440 490 Net Wt. (w/ OS &Y shutoff valves) 185 217 287 419 940 1340 Net Wt. (w/ OS &Y valves & elbows) 221 268 372 554 1168 1713 r Imua DIMENSIONS (in.) — WEIGHTS (Ibs.) and Yri Yaw Nominal dimensions are shown. Allowances must be made for manufacturers' tolerances. FLOW CURVES 8 4 2 0 16 14 12 10 8 8 4 2 3 ' 2 1/2' 0 100 1200 7. FPS 7.6 FPS 8 'rr) 01 0 O 200 400 600 300 400 500 FLOW RATE (GPM) 4S -600 SERIES DOUBLE CHECK DETECTOR ASSEMBLY mo Rated flow as determined by USC's FCCC&HR and ASSE design performance standards. 14 12 600 10 8 6 4 2 0 0 4' 7- 6 100 200 300 400 7..5 FPS N9 500 600 700 800 TS FPS ( 800 1000 1100 1200 1300 FLOW RATE (GPM) 1400 1500 / *V2113. 1 0' r• 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 7.S FPS 7.SFPS FLOW RATE (GPM) Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; www.conbraco.com; 704-841 -6000 This specification is provided for reference only. Conbraco reserves the right to change any portion of this specification without notice and without incurring obligation to make such changes to Conbraco products previously or subsequently sold. SS1039 ©4/07 Page 2 of 2 NOMINAL PIPE SIZE WORKING RANGE END CODE NUMBER OF FASTENERS APPROXIMATE SHIPPING WEIGHT LOW OD HIGH LBS. KG. 4 3.45 3.50 3.60 4T 4 - 5/8 X 7 -1/4 Cross Bolt 4 - 5/8 x 4 -1/8 T -Bolt 12 - 5/8" Nuts 19 8.6 3.75 4.05 F3A 4.05 4.35 F3B 4.40 4.50 4.60 D3 4.74 4.80 5.10 Al 5.10 5.30 E5 6 5.85 6.15 F3A 4 - 3/4 x 8 Cross Bolt 4 - 3/4 x 4 -1 /4TBolt 12 - 3/4" Nuts 30 13.6 6.15 6.45 F3B 6.50 6.63 6.70 D3 6.86 6.90 7.10 Al 7.15 7.35 E5 8 7.90 8.25 F3A 4 - 3/4 x 8 Cross Bolt 4 - 3/4 x 4 -1 /4TBolt 12 - 3/4" Nuts 38 17.2 8.25 8.55 F3B 8.55 8.63 8.75 D3 8.99 9.05 9.30 Al 9.30 9.50 E5 10 10.60 10.75 10.90 10T 6 - 7/8 x 9 -3/8 Cross Bolt 6 - 7/8 x 5 -1/8 T -Bolt 18 - 7/8" Nuts 56 25.4 11.10 11.10 11.40 B2 11.55 11.75 Al 11.90 12.10 E5 12 12.60 12.75 12.90 12T 72 32.6 13.20 13.20 13.50 B2 6 - 7/8 x 9 -3/8 Cross Bolt 6 7/8 5 -1/8 T -Bolt 13.80 14.10 Al - x 18 - 7/8" Nuts 14.10 14.35 E5 airy r.. CAST DUCTILE IRON FLANGED COUPLING ADAPT APPLICATIONS: ROBAR 7404 1 7406 / 7506 Flanged Coupling Adapters are used to flexibly adapt plain end pipe to flanged end. MATERIAL SPECIFICATIONS: Flanged Body: End Ring: Gaskets: Flange: Coupling: Fasteners: Coatings: Note: x Cast Ductile Iron, Class "D ", C -207, with ANSI 150 lbs. drilling. Cast Ductile Iron. NBR (Buna N) Rubber. SBR (Buna S) Rubber. ** 7404 - 5 /8" NC Cast Ductile Iron, or Low Alloy Steel. 7406 - 5/8" Stainless Steel fasteners, fully passivated *. 7506 - 5/8" Stainless Steel fasteners, fully passivated *. Nuts coated with anti - galling compound. Torque is 70-80 ft. lbs. 7404 - Two coats of Enamel. 7406 - Two coats of Enamel. 7506 - Epoxy coated Body and End Ring. ROBAR INDUSTRIES LTD. - BRITISH COLUMBIA Phone: (604) 591 - 8811 Toll Free: (800) 663 - 6553 Fax: (604) 591 - 5288 Website: www.robarindustries.com / HOW TO ORDER: Determine the product number (7404, etc.), nominal pipe OD, the actual OD (see table below) and then use the appropriate ordering code as shown in the following example. For a standard FCA required for 6' C900 PVC pipe (6.90' OD), the ordering code is: 7404 - product number 6" - 6.90" i.e. 7404 - 6 - 6.90 nom. OD actual OD or 7404 - 6 - Al size * Refers to chemically treating Stainless Steel after welding ( "Pidded/Passivated") to retum it to its original appearance. ** Other compounds available. Contact ROBAR for price and delivery. LES PRODUITS INDUSTRIELS ROBAR INC. - QUEBEC Phone: (450) 641 - 9525 Toll Free: (800) 315 - 9525 Fax: (450) 641 - 4894 E -mail: waterworks @robarindustries.com 7.1.1 Effective: August 1, 2007 , 2" 2.5" 3/2„ x 1" x 6" 4 "x6 "x1/4" 2" SCH. 40 7" Yaw Home Page Products Specifications ..r r Distributors Literature CAD Drawings Corporate Info Contact Us INN lbw boo Standon Model S92 Saddle Pipe Support Specification • S89 Flange Support • S92 Saddle Support • C92 Clamp Support • S96 Flange Cradle Support • TP Thrust Plates Installation Guides httn- / /txnxnXT etanrl(n net /eQ')enar html Standon Model S92 Adjustable Pipe Saddle Support The "Standon" model #S92 pipe support is specifically designed to fit ductile iron pipe. A nearly 50% circumferential cradle, and a pipe to saddle gap of less than .125" guarantees excellent performance. A neoprene liner is available for IPS size pipe for a perfect fit. • Accepts standard IPS pipe - No threading required. • Comes complete with over -sized anchorable base plate. • Available in sizes 2" through 36 ". • Also available in 100% 304 Stainless Steel. MATERIAL Saddle Strap: Collar/ Base Cups: Threaded Stud: Base Plate: Optional Material: FABRICATION ASTM A36 ASTM A53 D.O.M. tubing ASTM A36; rolled thread Grade ASTM A307 ASTM A36 Sheet Steel - .25" plate 100% 304 Stainless Steel All welds: 100% MIG welding, electrode E70XX Saddles: Formed to ductile iron radius. FINISH All pipe supports have a corrosion resistant, galvanized finish. DIMENSIONS SUPPORT SIZE PIPE O.D. TRAP SIZE 3/8" x THREAD STUD BASE PLATE Page 1 of 2 EXTENSION PIPE REQ'D MINIMUM DIST. TO FLOOR /7R /7nnR 16" 17.40" 5/8�� x 3 ,, 1 x 6" 8 "x8 "x 3" SCH. 40 9 Sur 11 law Yrs 4 4 r Mk Standon Model S92 Saddle Pipe Support Specification I 21/4' 3" 1I 2" II 1" x 6" 1I 4 "x6 "x1/4" II 2" SCH. 40 11 7" 1 3 1 4" 1 6" 8" 1 10" 12" 1 14" 20" 1 24" I 30" I I 36" 1 3.96" 4.80" 1 6.90" 9.05" 111.10" 13.20" 15.30" 1 5/ 3„ x 1 x 6" 8 "x8 "x' /2" II 3" SCH. 40 18" 19.50" 3 /4" x 4" 2" x 6" 8 "x8 "x1/2' 4" SCH. 40 10" I 10" I 121.60" 25.80" 32.00 "I 38.30" 111-In•/ /,izn:niT efon ,1nn n..-1-/cal P!• 1'f *ml 3/8" x 2" 1 /2'x2" 1 /2" x 2" 1 /2" x 2" '/2" x 2" %2" x 2" 3/4 x 4 " I 3 /4' x4 "I 1 "x5" 1 "x5" I 1 "x6" 1 "x6" 1 "x6" 1 "x6" 1"x6" 1 "x6" I 2" x 6" 1 2 "x6" I 3" x 6" 3 "x6" 4 "x6 "x' /4' 8"x8"x /4" 8"x8"xl" 8 "x8"xj" 8 "x8 "x /4' 8 "x8 "x' /4' 8 "x8 "x /2" 8 "x8 "x' /2" I 15 "x "x1/2"I 15 "x "x1/2"I 2" SCH. 40 2" SCH. 40 12" SCH. 40 12" SCH. 40 I 12" SCH. 40 2" SCH. 40 I 4" SCH. 40 4" SCH. 40 I 6" DIP 6" DIP I Page 2 of 2 7 " 7 " 71' 7 ,, 7 ,, 7" 10" I 10" 10" 1/12/1(1112 .4 ere IWO Oro OSY2 Supervisory Switch SVSTEM SENSOR A LliviSh n of Pittway M25 [)trio Avenue, St, Gh.nIe'. 11. (10174 J- 800•SGNSOR2 (736-7672), Fax 630377 -649S_ littp://www..systentsolsoncom Specifications Contact Ratings: Enclosure: Cover Tamper Switch: UL Models: ULC Models: Bracket Span/ Height /Width: Operating Temperature Ranges: c System Sensor 8/96 Two sets of SPDT (Form C) IO A @ 125/250 VAC 2.5A@24VDC UL Indoor /Outdoor Rated Optional P/N 546 - 7000 Factory Installed 6 / 2'/4" / 1" (17.1cm / 5.7cm / 2.5cm) 32 °P —120 °F (0 °C — 49 °C) The System Sensor OSY2 is used to monitor the open position of an OS &Y (outside screw and yoke) type gate valve. Featuring a new mounting bracket, the OSY2 is designed to mount easily to most OS &Y valves ranging in size from 1" to 12". The 05Y2 contains two sets of SPDT (Form C) contacts. New Mounting Bracket Design Fits all newer configuration valve yokes. Utilizes right angle design to provide maximum clearance for valve components and mounting bolts. Increased height and bracket span allows fitting of troublesome valves. Preassembled bolts and clips save installation time. Open ended bottom bracket eliminates) bolts and reduces installation time. Single Side Entrance For Conduit Straight conduit entry above the OSY2 mounting bracket requires less expensive fittings and provides a direct conduit pathway to the electrical source. ntirahle metal enclosure gives the switch protection from adverse environmental conditions. Synchronized Durable Switch Assembly "Iwo 1U Amp 12s/zS0 VAC, 2.5 Amp 24 VDC switches provided as standard are locked in a synchronized position and enclosed in a rugged terminal block for added strength and durability. Accommodates up to 12 AWG wire. Additional Applications The OSY2 supervisory switch, without its gate valve bracket, can be used to monitor side - bracket style pressure reducing valves. Its three - position switch gives vandal and valve close signals. The adjustable shaft makes installation easier. Optional Tamper Switch Kit Mechanically activated by cover removal. SEMS Clamping Plate Terminal Screw Enables wiring to conform with UL 753 Paragraph 17A.2. Overall Switch Dimensions: This document is not intended to he used for installation purposes. 5 /4"H x 3' /2"W x 3'/4"D (14.6cm H x 8.9cm W x 8.2cxn. U) 2.8 Ibs. Shipping Weight: Service Use: Automatic Sprinkler: One or TWo Family Dwelling: Residential Occupancies up to 4 Stories: National Fire Alarm Code: Warranty: 3 years NFPA 13 NFPA 13D NFPA 11R NFPA 72 MEA approved A05- 196-04 1W bog law Wrench for — tamper•rax stant screws (PM WFOW) Page 2 Actual' est W 5 H 31/4^1) (Assembled) OlamPlnp Der \` Hex wrench (PIN HEXW) OSY2 OSYRK 54K -7ttt10 Danko B„ It Ordering Information 1n Canada; System Sensor Canada 6581 Kitimat Road, Unit #7 Mississauga, Ontario Canada LSN 3T5 Telephone: 905 - 812 -0767 Fax: 905.812.0771 131.10E CLAMPMr- BAR TO REMOVE OR M %TALL • OSY2 parts Retaining Washer Nut amper- resrstant screws sp-n+g Mounting screws Terminal block Seal Bate housing Mounting BMW "C ";4 Aotucting lever roller (2 thru 12 only) Valve Stem Model shall be an OSY2 supervisory switch as manufactured by System Sensor. OSY2 shall be installed oil each valve as designated on the drawings and /or as specified herein. Switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revolutions of the valve control or when the stem has moved no more than one - fifth of the distance from its normal position. The mechanism shall be contained in a weatherproof die cast metal housing, which shall provide a side entrance for lb' Outside Screw and Yoke Valve Supervisory Switch — 'Iwo SPDT Switches; New Mounting Bracket Replacement Assembly Kit for OSY2 (Wrenches, Screw Pack, .1 hooks) envpr Tamper Switch Kit for OSY2 System Sensor Worldwide Distribution In the United Kingdom: system sensor Europe, Ltd. Horsham Gates 111, North St. Horsham, West Sussex RH)3 51'J. United Kingdom Telephone: 44- 1403 - 276500 Fax; 44- 1403-276501 THE FOLLOWING ARE EXAMPLES OF ACCEPTABLE MOUNTING POSITIONS: ACTUATOR ACTUATOn VERTICAL (DOWN) HORIZONTAL THE FOLLOWING MOUNTING PosrriON IS NOT ACCEPTABLE: ACTUATOR VERTICAL (POINTING UP) S07 -66-02 WFDW w pow eeRS. eomphcole with boI In India: system sensor India A -204 Maheshwari Nagar May Mills Lane Andherl East. Mumbal 400093 Telefax: 91-022-8202564 OSY2 Mounting Top Vlww l_4_1 ZE Z.f 21∎1 NOTE., Common nod B oonmvRww rdl elekt no one n n* d l wr o. 116 or arn^A 7 1VpleM FACP Connection Trplril Local Bed CorineCtlwf CONTACT AATINCS 125/250 VAC 110 AMPS 7t VnC ` 9.e &PAM B usk who es ellownlor soponition sr 12,1,7,1312. DD NOT M12w 71rlpp.d Rile t7ABA m 7r17nd beyond 79.1,11 - eou,tns. bow leap whoa. Electrical Connections for OSY2 Engineer /Architect Specifications - OSY2 Supervisory Switch andaWowWalor conduit and incorporate the necessary facilities for attachment to the valve. A grounding provision is provided. The switch assembly shall include two switches each with a rated capacity of 10 Amp 0 125/250 VAC and 2.5 Amp 0 24 VDC. The cover shall contain tamper - resistant screws for which a security wrench will be provided with each switch. OSY2 shall be Underwriters Laboratories listed for indoor or outdoor use. The 05Y2 shall be Factory Mutual approved. Replacement Tamper Screws for Cover of OSY2 Replacement Tamper Proof Wrench for Cover of OSY2 HEXW Replacement Hex Wrench for OSY2 TLC version designated with 'A" following the model number and factory installed with cover tamper switch In the Far East: System Sensor Pittway Far East, Ltd, Suite 706. World Shipping Centre 7 Canton Road Tsimshatsui, Kowloon, Hong Kong Telephone: 852.2730.9090 Fax x 51- 2736-6580 A05.196.04 Fokk OSY2 Gate Valve Supervisory Switch awe ..r AWARN IN G Do NOT use this switch in explosive or potentially explo- i,,.., sive atmospheres. Do NOT leave unused wires exposed. All supervisory switch installations trust comply with local codes and ordinances and the requirements of the authori- ty having jurisdiction. Additional information is available in National Fire Protection Association standards NFPA 13, `' 13D, 13R, 71, and 72. General Installation Considerations *r The OSY2 Supervisory Switch can be mounted on open yoke valves between W and 12" in diameter in the posi- tions shown in Figure 1 only. If the switch Is installed with • the actuator pointing upward, water may leak into the inte- rior of the switch. Therefore, do NOT install the OSY2 with its actuating lever pointing upward. All OSY2 models are equipped with a ground screw inside the switch housing near the conduit exit hole for those applications where grounding is required. 1 INSTALLATION AND MAINTENANCE INSTRUCTIONS Specifications Contact Ratings: Dimensions: Maximum Stem Extension_ Minimum Stein Extension: Bracket Span: Operating 'I Range: Shipping Weight: Enclosure Rating; Important Please Read Carefully And Save This instruction manual contains important information on the installation and operation of supervisory switches. Purchasers who install supervisory switches for use by oth- ers must leave this manual or a copy of it with the user. These instructions apply to System Sensor switches for out- side screw and yoke valves only. Read all instructions r carefully before beginning installation. Narrow Yoke Valves As Figure 2 suggests, installing the valve with mounting bolts inside the yoke is recommended. However, some N770 -04-00 10 A @ 125/250 VAC Z.5A 24VDC 5 % "H X 31/2"W X 3'h"L 6W 32° - 120 °F (0 °C - 49 °C) 2'/, lb. NEMA Type 3R when mounted with the actuator vertical (cover on top) as tested by Underwriters Laboratories, Inc. Figure i THE FOLLOWING ARE WWI-ES OF ACCO/TARI F MOUNTING POSmONS: ACTUATOR VERTICAL • *Th SYSTEM 1/4 SENSORe ACTUATOR HORIZONTAL tKE FOLLOWING MOUNTING POSITION IS MOi.ACOMAt3LE: n ACTUATOp VERTICAL (POINTING UP) valves may have yokes that are too narrow for this arrangement. If this is the case, the bolts can be positioned nn the outside of the yoke. Limited Clearance Valves The 05Y2 mounting bracket fits most of the open yoke valves used in fire protection systems. However, some of these valves, especially those less than 114" in diameter, have irregularly shaped yokes or such limited clearances that the clamping bar cannot be installed properly and /or it causes the valve to bind. If this is the case, the use of the supplied J -bolts is required to attach the OSYZ to the valve (see J - Bolt Detail, Figure 2). Installation Instructions See Figures 2 and 3, as required, while performing the pro- cedure that follows. Perform step 1 on valves 1' /z" in diameter and smaller only. Proceed directly to step 2 if the switch b being Installed on a valve larger than 1' /z" in diameter. 1. Remove and discard the two C -clips and roller from the actuating lever. 2. Set the valve to its fully open position. Remove the OSYZ Supervisory Switch from the canon and adjust the posi- 156 -393 -06 Figure 2: err e.r er Sow m J -Bolt Detail N770-04 -DO Ac mthG lever met screw Actuating Cam Wlondr !Or (RN Clomping Bar Carriage Soh (i lex month (PM HD(W) MR T O REMOVE BAR T RbrIOVE OR 1NSTAU �• RahU+ltg washer Nut Mounting screws Temper - resistant BOMB Terminal bIodt Seat Bass housing Mounting Bracket "C" dip Aclandna leverlolier (2 tin txoa y) va Sam Yaks NOTE: LAR=Ft GATC VALVC 3HHbW 4 (4' THRU 125. VA4RN muaTN 1 Into SUPERVISORY SWITCH TO SMALLER GATE VALVES (12' TruiU t VT) CARRIAGE BOLTS ARE TO BE LOCATED ON OUTBOARD SIDE OF YOKE ON SMALL VALVES wr 4 UMCTED CLEARANCE THE USE OF .FSOLTS MAY BE REWIRED. 2 156 -393-06 n VALVE r i k STEM kra Ord Ori kimo C C Figure 3: GLAND N770 -04-00 THREADED VALVE STEM HEX YOKE CLAMPING BAR NOT SHOWN GROOVE GLAND HEX NUT OR BOLT lion of the retaining washers to provide sufficient bolt length for the yoke thickness of the valve. Position the switch on the valve with the bolts on the inside (preferably) or outside of the yoke, depending on clearances. Adjust the position of the OSY2 as far as pos- sible from the valve gland and in a location where the actuating lever contacts the unthreaded section of the valve stem (if the valve stem is already grooved, proceed directly to step 6). 3. When the switch is in position on the valve, slide the open end of the clamping bar onto the bolts and under the retaining washers. If necessary, adjust the length of the actuating lever by loosening the set screw on the cam, sliding the lever in or out, as appropriate, and retightening the set screw. The lever 13 properly adjust- ed when it dears the clamping bar. Tighten the nuts by hand and slide the OSY2 until the second switch trip points are found as the lever rests on the valve stem. This approximates the final position of the OSY2 after the valve stem is grooved. Carefully check all clearances of the bolts, actuator, mounting bracket, clamping bar, and OSY2 cover. Adjust the position as necessary. If clearance is a problem, refer to the Limited Clearance Valves (page 1) section of this manual. 4. Mark the point on the valve stem where the actuating lever contacts the valve stem. 5. Remove the 05Y2 by loosening the nuts and sliding Use clamping bar from beneath the retaining washers_ Remove the OSY2 from the valve and set it aside. (a) Valves 1' /" in diameter and smaller only Use a '/," untapered round file to file a groove ' b" deep in the valve stem at the mark that was made in step 4. Be sure to remove any burrs resulting from the filing to avoid damaging the valve stem packing gland. (b) Valves larger than i' /a" inches in diameter only. Use a W untapered round file to file a groove 1/4" deep in the valve stem at the mark that was made in step 4. Be sure to remove any burrs resulting from the fil- ing to avoid damaging the valve stem packing gland. 6. Mount the switch loosely with the actuating lever cen- tered in the groove. When the switch is in position on the valve, slide the open end of the clamping bar onto the bolts and under the retaining washers, as indicated in Figure 2. 7. Ensure that the actuating lever dues not hit the inside of the cover or the clamping bar at any point in its trav- el. If it does, adjust the length of the lever by loosening the set screw, sliding the lever in or out, as needed, and retightening the set screw. 8. Adjust the supervisory switch position on the valve so that both switches are depressed (COM to B circuit open) when the actuating lever is in the groove with the valve in the full open position. The COM to B cir- cuit should dose when the valve is closed 'A of its trav- el or 2 full turns of the handle, whichever is less. The switch produces an audible "click" when it closes. The switch closure can also be tested electrically by using an ohmmeter to test for continuity between its termi- nals. 9. Tighten the nuts securely with a wrench and check the operation of the OSY2 as in step 8. If necessary, repo- sition the OSY2 and test it again. 10. Wire the supervisory switch as shown in Figure 4. 11. Replace the 05Y2 cover and tighten the tamper- resist- ant cover screws with the special wrench provided. Store this wrench in a secure location. 12. Test the operation of the OSY2 by closing the valve the Vs of its travel distance or two full turns, whichever is less. The circuit between COM and B should indicate a closure during this procedure. If it does not, readjust the supervisory switch and actuator positions until the switch closes when the valve is operated. 'Mating Test the operation of all supervisory switches before they are placed into service and at least semiannually, or as required by the authority having jurisdiction. NOTE: Notify the proper authorities that the supervisory switch(es) is (are) undergoing maintenance and, therefore, will be temporarily out of service. Disable the system or zone undergoing testing to prevent unwanted alarms. Test the operation of the OSY2 by closing the valve the 'hh of its total travel distance or two full turns, whichever is less. A contact closure must occur during this procedure. if it does not, readjust the supervisory switch and actuator positions until the switch closes when the valve operated, 3 156-393-06 r =tgure 4. Supervisory switch wiring diagram: Immo Top view Sag to nonsltenceabte lnttlating zone of listed FACP bar A .., System Sensor warrants its enclosed supervisory switch to be free from defeats In materials and VvQikmdAStuy under normal use and service for a period of three years from date of manufacture. System Sensor makes no other express warranty for this supervisory switch. NO agent. representa- tive. dealer, or employee of the Company has the authority to increase or t ""' alter the obligations or limitations of this Warranty. The Company's obli- gation of this Warranty shall be limited to the repair or replacement of any part of the supervisory swit h which Is found to be defective in materials or workmanship under normal use and service during the three year peri- od commencing with the date of rnanufact ire. After phoning System Sensor's toll free number 800- SENSOR2 (736-7672) for t System number, send defective units postage prepaid Sag N770 -04-00 Switch i to power source0 conwatibleD with bell Strip Gauge Sup. SwitCh Switch 2 Typical FACP Connection TypiCei Local Bell Connection 4 end-of-line reslstar Break wire es shovm for supendsionn of connection. DO NOT allow stripped wire leads to extend beyond evfl0 housing. DO NOT loop wires. iro-era9-0a lAwAarauoj The Limitations of Supervisory Switch Alarm Devices 1. Alarms generated by the actuation of the activating lever 3. Supervisory switches are no a substitute for l a n d lives !nay not he received by a central station telephone on or Building ng protect should always insure property ▪ other communication lilies to the a service, disabled, or open. 2. SuperviSOry switch alarm devices have a normal service ✓ W life of 10 -15 years. lee -Year Limited Warranty Sensor. Repair Department. RA z 3825 Ohio Avenue. St. Charles, it 60174. please include a note describing the malfunction and suspected cause of failure. The Company shall not be oblivated to repair or replace units which are found to be defective because of damage, unrea- sonable use, modifications. or alterations occurring after the date of man- ufacture. In no case shall the Company be liable for any consequential or incidental damages for breach of this or any other Warranty. expressed or Implied whatsoever, even if the loss or damage is caused by the Company's negligence or fault. Some scat= do not allow the exclusion or limitation Of ion incidental or consequential damages. so the above limitation legal and may not apply to you. This Warranty gives you specific yo u may also have other tights which vary from state to state. 156-393 -06 System Sensor 1999 O u Yr Yrs Uwe Conduit Entrance: Enclosure! t.. its PIBV2 Supervisory Switch A Division of Pittway • 347; flltin Avrmtr, St. Charles. IL 1)0]74 1- 800.5ENSOR2 (736- 7672), Fax 63)1-377.1)49 itrtpt / /rnumksTstcrnsensor,com Specifications Contact Ratings: Cover Tamper Switch:. UL Models: ULC Models: Mounting: t Actuating Lever ..,:,-tension Length (max.): Operating 1 inperattire Ranges: • ° System Sensor 8/96 Itvo sets of SPDT (Form C) 10 A @ 125/250 VAC 2.5 A 24 VDC One opening for' / :" conduit 111. indoor /Outdoor Rated Die -cast zinc • Optional P/N 54G -7000 Factory Installed 1 /," NPT 2" from nipple 32 °F - 120 ° F (0 ° C - 49° C) The System Sensor PWSV2 Supervisory Switch monitors the open position of fire sprinkler control valves of the post indicator, butterfly, or other valves. It contains two SPDT (Form C) cunlat:ls. The PIBV2 is designed to operate when the valve position is altered from an open state. One Switch Covers Many Applications Can be used for butterfly valves, post indicator valves, wall post`, recessed wall post valves, and many types of pressure reducing valves. Single Side Entrance For Conduit Makes installation faster and easier and helps eliminate unwanted call backs. Durable metal enclosure gives the switch protection from adverse environmental conditions. Adjustable Length Actuator Eliminates need for cutting shaft. Extends up to 2" from nipple. Has coned tip for easier installation. Removable '/3° NPT nipple simplifies installation. Unique Bi.diroctional Design Easily installed switch operates with rising or falling flags. Durable Switch Assembly Two 10 Amp 125/250 VAC, 2.5 Amp 24 VDC switches provided as standard are locked in a synchronized.position and enclosed in a rugged . terminal block for added strength and durability. Accommodates up to 12 AWG wire. SEMS Clamping Plate Bracket Enables wiring to conform with UL 753 Paragraph 17A.2. Optional Tamper Switch Kit Mechanically activated by cover removal. • Fut wall peal iuuwding. certain restrictiona apply. Overall Switch Dimensions: 4 3 /:"W x 3'/4 "D (10.8cmHx8.9cmW Shipping Weight: 2 lbs. Service Use: Automatic Sprinkler: NFPA 1 One or 7Wo Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NPPA 72 Warranty: 3 years This document is not intended to be used for installation purposes. MEA approved A05 -197 -03 die bow tli Tamper screws Actual! Covor Tamper proof wrench (PIN WFDW) ActuQ /set Screw Nipple act oorcwo Threaded nlpp 3.1/a` ex wrench (PM KEXw) In Canada: System Sensor Canada 6581 Kitimat Road, Unit +/7 Mississauga, Ontario Canada 15N 3T5 Telephone: 905-812-0767 Fax 905.812.0771 Page 2 P18V2 Parts Spring Mounting screws Terminal block Actuating 'eve --Retaining nut Ordering Information 4-1/4' H (Assembled} Base housing 3.112' W Model shall be a PIBV2 Post Indicator Butterfly Valve Supervisory Switch as manufactured by System Sensor. Post Indicator/Butterfly Valve Supervisory Switch (PIBV2) shall be installed on each valve as designated on the drawings and /or as specified herein. Switches shall be mounted so as not to interfere with the normal operation �-' of the valve and shall be adjusted to operate within two revolutions of the valve control or when the valve flag has moved no more than one -fifth of the distance from its normal position. The mechanism shall be contained in a YIBVL Post indicator /Butterfly Valve Supervisory Switch — "iwvo SPDT Switches A3010.00 Replacement Assembly Kit for PIBV2 (Wrenches, Screw Pack) 546 -7000 Cover Tamper Switch Kit for PIBV2 System Sensor Worldwide Distribution In the United Kingdom: System Sensor Europe, Ltd. Horsham Gates 111, North St. Horsham, West Sussex RHI3 SPJ. United Kingdom Telephone: 44-1403-276500 Fax: 44- 1403 - 276501 THE FOLLOWING ARE EXAMPLES UI- ACCEPTABLE MOUNTING POSITIONS: ACTUATOR VERTICAL (9OWM ACTUATOR HORIZONTAL 1 Mounting Too Yew THE Futluvvirin MOUNTING POSITION IS NPT ACCEPTABLE: r ACTUATOR VERTICAL (POINTING UP) NUT Confi,on 909 0 onneetlene wm elate when valve Moab to el be um! Awsl etsd„ms. Rwitrh 9 CONTACT RATNCe 115/260 VAC to AMPS 9avnC + 9.15 AMPS typkal ALCP Conneedon Omsk Win o Worm torwperebnon er maMebon. avow Wiped ..p* MIA8,6 Arland beyond switch kbeohnp.tro NOT loop week Woleet Lead 9Utr cnnnratbn E octrical Connections for P1BV2 • PIBV2 Supervisory Switch Engineer /Architect Specifications: weatherproof die cast metal housing. which shall provide a side entrance for 1 /z" conduit and incorporate a 1 /z" NPT nipple for attachment to the valve body. A grounding provision is provided. The switch assembly shall include two switches each with a rated capacity of 10 Amp @ 125/250 VAC and 2.5 Amp @ 24 VDC. The cover shall contain tamper resistant screws for which a security wrench will be supplied with each switch. PIBV2 shall be Underwriters Laboratories listed for indoor or outdoor use. The PIBV2 shall be Factory Mutual approved. 507 -66 Replacement Tamper Screws for Cover of PIDVZ WFDW Replacement Tamper Proof Wrench for Cover of PIBV2 HEXW Replacement Hex Wrench for PIBV2 •ULC version designated with A" following the model number and factory fnrfalled with cover tamper switch In India: System Sensor India A-204 Maheshwari Nagar Orkay Mills Lane Andheri East, Mumbai 400093 Telefax: 91.022.8202564 In the Far East: System Sensor Pittway Far East, Ltd. Suite 706, World Shipping �.. :..:. 7 Canton Road Taimshatsui, Kowloon, Hong Kong Telephone: 852.2730.9090 Fax: 852-2736-6580 A05- 197 -03 v lbw Yuri I�r rr INSTALLATION AND MAINTENANCE INSTRUCTIONS PIBV2 Post Indicator and Butterfly Valve Supervisory Switch Specifications Contact Ratings: • Overall Dimensions: Operating Temperature Range: Maximum Stern Extension: Shipping Weight I Acatlnou 10A @ 125/250 VAC 2.5A @ 24VDC 8'/4HX3'/2WX3'/4 " 32°F to 120°F (0°C to 40°C) 2 5 /12" 2 lbs. Important • • Please Read Carefully and Save This instruction manual contains important information on the installation and operation of supervisory .switches. Purchasers who install supervisory switches for use by others must leave this manual or a copy of it with the user. These instructions apply to System Sensor switches for post indicator and butterfly type valves. Read all instructions carefully before beginning. Follow only those instructions that apply to the model being installed. Do NOT use in potentially explosive atmospheres. Do NOT leave unused wires exposed. Before installing any supervisory switches in sprinkler systems, be thoroughly familiar with: NFPA 72: Installation, Maintenance and Use of Local Protective Signalling Systems NFPA 13: rnsraitatlort of sprinkler systems spectfl tally, Section 3.17 NFPA 25: Inspection, Testing and Maintennnc. of Sprinkler Systems, specifically Chapters 4 and 5 General Information for Post Indicator Valves and Butterfly Valves 1. Model PIBV2 is designed for installation in a ' /2" NPT tapped hole and located so that the actuating lever of the switch engages the target or flag of the valve . The switch actuating lever is spring loaded against the flag or target of the valve and is released when the valve moves toward the closed position from the fully open position. The switch is factory set to indicate an alarm condition when the target and lever move in the direction toward the conduit entry hole when the valve closes, but can be reversed if the installation demands (refer to Section 4). Figura 1: r'Th SYSTEM 4 SENSOR* A Division of Pittway 3825 Ohio Avenue, 5t. Charles, Illinois 60174 1- 800- SENSOR2, FAX: 630 - 377 -6495 2. Model PIBV2 is equipped with a removable '/:" NPT pipe nipple which is locked in place with two set screws. These models also include an adjustable length actuat- ing lever which eliminates any need for alteration of the length of the lever. A hex key is furnished for both of these features. 3. The cover is secured with two tamper resistant screws which require a special key to remove. One key is in- cluded with each supervisory switch. Replacement and additional keys are available (Part No. WFAW). N770 -03 -00 1 156- 394-05 II I bri 6..1 • Figures 2A and 2B: Rising Flag Falling flag Section 1 Installation Instructions For Post Indicator Valves 11. 1. There are two types of post indicator valves - rising flag and falling flag. In a rising flag installation, the PIBV2 mounts below the target assembly, as shown in Figure 2.A. Closing the valve raises the target assembly and re- leases the actuating Iever on the PIBV2. In a falling flag installation, the PIBVZ mounts above the target assem- bly (Figure 2B). Closing the valve lowers the target as- sembly and releases the actuating lever on the PIBV2. The PIBV2 is set for falling flag installation. If a ris- ing flag operation is desired, it is necessary to re- verse the action of the switch (See Section 4). 12. 2. If the post indicator valve is predrilled with 1 /2" NPT mounting hole, remove the plug and go to step 6. If the post indicator valve is NOT equipped with a a /a" NPT mounting hole, it will be necessary to drill and tap the 13. hole. 3. Position the valve in the fully open position ( "OPEN" should appear in the window) and remove the head and target assembly. 41 doing ca, ell Ure that the as- sernmbly can be reinstalled with its original adjustment. 4. (a)In a falling flag installation (flag lowers as valve is closed), measure the distance from the bottom of the head to the upper surface of the target that will contact the actuating lever of the PIBV2. Add 3 /3z" to this measurement and mark the outside of the housing at that location. Drill with a 23 /r:" drill bit and tap a ; /:" NPT thread. (b)In a rising flag installation (flag rises as valve is closed), measure the distance from the bottom of the head to the lower surface of the target that wiII contact . the actuating lever. Subtract 2 /3z " to this measurement and mark the outside of the housing at that location. Drill with a 23 /32" drill bit a.nd tap a 'j:" NPT thread. 5. Replace the head and target assembly. 6. Screw the locknut onto the threaded nipple which is supplied with the PIBVZ. 7. Screw the nipple hand tight into the i/z hole in the valve and tighten the locknut against the housing to se- cure the nipple in position. 8. Insert a probe into the hole through the nipple to mea- sure the distance from the open end of the nipple to the to the desired position on the target assembly. Subtract '/, from the distance and set the length of the actuat- ing lever of the PIBV2 from the end of the enclosure to this distance. Tighten the set screw which holds the ac- tuating lever. 9. Close the valve 3 to 4 revolutions. ICI .install the PIV2-onto the s ipple.andwent - the _conduit entry down (See Figure 4). Apply pressure to the PIBV2 and lock the set screws to secure the nipple to the PIBV2. Slowly open the valve to its fully open position. The switch should trip as the valve opens, but not force the actuating lever against the nipple when fully open. To check for this condition, open the valve fully and de- press the top of the actuating cam to stretch the actuat- ing spring further. There should be some additional movement available. If no movement is available, dam- age may occur to the PIBV2 actuator lever. It will be necessary to adjust the flag location by removing the head and turning the handle while the valve stem is disengaged (refer to the valve manufacturer.) • After checking the fully open position to ensure ad- equate clearance, close the valve slowly until the PIBV2 contacts trip. The switches must trip within 1 /3 of the full travel distance of the valve. If the PIBVZ does not change states within 1 /5 of the length of travel, it may be necessary to adjust the flag up or down by removing the head and turning the handle (refer to the valve manufacturer.) Section 2 Installation Instructions For Butterfly Valves (See Figure 3) 1. Remove the 1 /2" NPT plug from the gear housing. 2. Loosen 2 set screws that hold the nipple on the PIBVZ and remove the nipple. 3. Screw the locknut onto the nipple. 4. Screw the nipple into the 1 /2" NPT hole and hand tighten. Tighten the locknut firmly to the housing to se- cure the nipple. 5. Open the valve fully and close the valve approximately 3 revolutions, noting which direction the target moves. N770.03.00 2 156- 394-05 L Figure 3; Ng- 163300 6. Retract the actuating arm and install PIBV2 onto the nipple, orienting the PIBV2 to trip the switch as the valve.closes. If the conduit entry is on the wrong side, it will be necessary to reverse the action of the switch (see Section 4). Apply pressure to PIBV2 and tighten set screws•to secure the assembly. 7. Slide the actuating arm into the valve until it bottoms on the flag, but do not tighten set screw. 8. Open the valve to the full open position and tighten set screw to hold actuating arrn in position. (Actuating arm length will adjust slightly as valve is opened.) Check to ensure that in the full open position the actuating arm is not resting on the nipple. Do this by depressing the actu- ating cam to further stretch the spring, ensuring that more travel is available when the valve is open. If there is no travel, damage may occur to PmV2 actuating arm._ Some slight alteration of the valve stop setting may be necessary to ensure that no damage occurs. 9. Carefully close valve and note the number of handle revolutions until the switch trips. The switch must trip within '/s of the total travel range of the valve. Section 3 General Installation Instructions 1. Installation Positions Figure 4: The following are examples of acceptable mounting positions: Actuator Vertical (Down) Actuator Ilorizontal N770 -03-00 The following mounting position is not acceptable: Figure 5: - -w'�!wra■t _tA Actuator Vertical (Pointing Up) i 1 2. Ground Screw — A ground screw is provided with all supervisory switch models. When grounding is required, clamp wire with the screw in hole located near conduit entrance. 3- Wiring --r See Figure 6, Page 4. Section 4 Reversing The Action Of Fibv2 1. Loosen the 3 phillips screws on the top of the black switch enclosure so that the switch endosure is loose and free to move (see Figure 5). 2. Slide the switch enclosure away from the conduit entry toward the actuating pivot arm as far as possible and tighten the 3 screws to secure the enclosure. (Ensure that switch enclosure remains oriented away from the conduit entry as screws are tightened.) 3. Grasp the spring at the center and lift it over the actuat- ing corn so that it seats on the opposite side of the actua- tor (see Figure 5). Actuating Lever $witph $noiocurc Spring in initial position A76.163140 3 I56- 394-05 I R R coM t COM sin Uri r✓ MINA 1 rr r.+ r. Figure 6: Switch 1 to nonsilenceable initiating one of listed FACP to power source cornlratibte with bell Top Yew Strip Gage Su o. Switch Typical FACP Connection Typical Local belt Connection 1. Alarms generated by the activation of the actuating lever may not be received by a central station if telephone or other communication lines to the alarm device are out of service, disabled, or open_ 2. Supervisory switch alarm devices have a normal service life of 10 -15 years. System Sensor warrants its enclosed supervisory switch to be free from defects in tnatchels and workmanship under normal use and service for a period of three years from date of manufacture. System Sensor makes no other express warranty for this supervisory switch. No agent, representa- tive. deafer, or employee of the Company has the authority to increase or alter the obligations or limitations of this Warranty. The Company's obli- r.i gation of this Warranty shall be limited to the repair or replacement of any part of the supervisory switch which is found to be defective in materials or workmanship under normal use and service during the three year pe- riod commencing with the date of manufacture. After phoning System air Sensor's toll free number 800- SENSOR2 (736 - 7672) for a Return Author- =hen number, send defective units postage prepaid to: System Sensor, Sup. Switch Q,WARNING The Limitations or supervisory SKrrtcit 11.101711 pevievs litre. •aar Limited Warranty NOTE Common and B connections will close when valve moves 1/5 of its total travel distance. CONTACT RATINGS 125/250 VAC 24 VDC 10 AMPS 2.5 AMPS end -of -line resistor Break wire as shown for supervision of connection. DO NOT allow stripped wire leads to extend beyond switch housing. DO NOT loop wiros. A78- 1639-00 3. Supervisory switches are not a substitute for insurance. Building owners should always insure property and lives being protected. Repair Depaftmrut, RA a -- - - 3825 Ohio Avenue, St. Charles, IL 60174. Please include a note describing the malfunction and suspected cause of failure. The Company shall not be obligated to repair or replace units which are found to be defective because of darnage, unreasonable use, modifications, or alterations occurring after the date of manufacture. In no case shall the Company be liable for any consequential or incidental damages for breach of this or any other Warranty. expressed or implied whatsoever, even lithe loss or damage is caused by the Company's negli- gence or fauh. Some states do not allow the exclusion or limitation of inci- dental or consequential damages, so the above limitation or exclusion may not apply to you. This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state. N770•03.00 4 156394.05 o System Sensor 1996 2" - 64" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL Ductile Iron per ASTM A536 PRESSURE: 350 PSI rating for 3" - 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 60" sizes TESTING: In accordance with ANSI /AWWA C153/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI /AWWA C153/A21.53 (fittings not listed in ANSI /AWWA have dimensions per Star design as noted in the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating FLANGES: Flanged ends on fittings match ANSI /AWW C115/A21.15 and ANSI B16.1 class 125 flanges CEMENT LINING: In accordance with ANSI /AWWA C104/A21.4 - size 2" - 3" single thickness and sizes 4" - 64" double thickness COATING: Asphaltic seal coat inside and out in accordance with ANSI /AWWA C104/A21.4 GASKETS: SBR in accordance with ANSI /AWWA C111 /A21.11 (see pg. 17) T- BOLTS /NUTS: Low alloy steel in accordance with ANSI /AWWA C111 /A21.11 (see pg. 16) APPROVALS: 4" - 12" Underwriters Laboratories Listed 3" and greater are UL /NSF -61 DIMENSIONS: All dimensions are in inches unless noted otherwise ire Rr Iwo rr Bei * * * wv Ass sass so sr":a -4 M UNE i/ / K2 0.75 in. 2 " -24" = 031 in. 30 "-64 = 038 in. 1 B Page 3 x *Not Included in AWWA C153 Compact MJ Fittings ANSI /AWWA C153/A21.53 K1 AWWA MEMBER WATER QUALITY NIECM4NICAUOINTDIMENSIONS >. NOM . SIZE: 10' 12 14' 16 18! 20 24 30 36_ 42 48 54 60 64 2.50 3.96 4.80 9.05 11.10 13.20 15.30 17.40 19.50 21.60 25.80 32.00 3830 44.50 50.80 2.50 2.50 2.50 2.50 2.50 2.50 2.50 3.50 3.50 3.50 3.50 3.50 4.00 4.00 4.00 4.00 C DIA. D DIA. ;F DIA. 3.39 4.84 5.92 802` 10.17 12.22 14.32 16.40 18.50 20.60 22.70 26.90 33.29 39.59 45.79 52.09 3.50 4.94 6.02 8.12 10.27 12.34 14.44 16.54 18.64 20.74 22.84 27.04 33.46 39.76 45.96 52.26 2.61 4.06_ 4.90 7.00 9.15 11: 13.30 15.44 17.54 19. 21.74 25.94 32.17 38.47 44.67 50.97 .1 DIA. K1 DIA. K2 DIA. 4.75 6.i9 7.50 9.50 11.75 14.00 16.25 18.75 21.00 23.25 25.50 30.00 36.88 43 -75 50.62 57.50 6.19 7.62 9.06 1 13.31 '15.62 17.88 20.25 22.50 24.75 27.00 31.50 39.12 46.00 53.12 60.00 6.25 9.12 11.12 13.37 15.62 17.88 20.25 22.50 24.83 27.08 31.58 39.12 46.00 53.12 60.00 0.58 0.58 0.60 0.63 0.66 0.70 0.73 0.79 0.85 1.00 1.02 1:02 1.31 1.45 1.45 1.45 0.62 0.62 0.75 0.88 1.00 1 .00 1.00 1.25 1.31 1:.38 1.44 1.56 2.00 2.00 2.00 2.00 0.36 0.39... 0.39 0.43 0.45 0.47 0.49 0.55 0.58 0.68 0.69 a.75 0.82 100 1.25 1.35 28 28 °! 28° 28° 28 28 °` 28 28° 28° 28 28° 28 20° 20° 20° 20° X DIA.' 24 7 /a 7 /a 7 /a 7 /s 7/a _._.. 7 /a 7 /a 7 /a BOLTS SIZE %X 3 %X3 abx3'/2 a / +x31/2 '/4x31/ 3 /4x4 "4x4 a/, X 4 '/4X4'/2 x4 1/ °/4 x 4 a /4X5 1x6 1x6 1 1 /4x61/ NO. 2 4 6 12 12 14 16 20 24 28 32 (Dimensions Available On Request ) REV.07 ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR" PIPE PRODUCTS HOUSTON CORPORATE ITOU. FREE 1-800-999-3009 WAX 281- 558 -9000 wwwstorpipepoduch.com rr �IW 1" - 64" DUCTILE IRON FLANGED FITTINGS GENERAL SPECIFICATIONS MATERIAL Ductile iron per ASTM A536 PRESSURE: 250 PSI ratiing for 1" - 48" sizes and 150 PSI rating for 54" - 64" TESTING: In accordance with ANSI /AWWA C110 /A21.10, UL and FM requirements LAYING LENGTH: 2" - 48" sizes in accordance with ANSI /AWWA C110 /A21.10 and ANSI B16.1 and 54" - 64" sizes in accordance with ANSI /AWWA CI 53/A21.53 (fittings not listed in ANSI /AWWA have dimensions per Star design as noted in r_ the catalog) WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coatings DRILLING: In accordance with ANSI /AWWA C110 /A21.10, ANSI /AWWA CI 53/A21.53 and ANSI B16.1 Class 125 Flanges CEMENT LINING: In accordance with ANSI /AWWA C104/A21.4 - sizes 1 "- 3" single thickness and sizes 4 "- 64" double thickness COATING: Asphaltic seal coat inside in accordance with ANSI /AWWA C104/A21.4 and prime coat outside APPROVALS: 4" - 12" Underwriters Laboratories Listed and Factory Mutual approved for 300 PSI rating 2" and greater are UL/NSF -61 1`w DIMENSIONS: All dimensions are in inches unless noted otherwise * * * * ,$O 1•000. t2 . B.C. *Not Included in AWWA C110 Page 37 Flanged Fittings ANSI /AWWA C110/A21.10 A \. AWWA APPROVED MEMBER - pSSIpI WATER GUAIJTT -Vs !RANGE DEEA11 3 10 12 14 16 18 20 24 30 36 42 48 54 60 64 4.25 .00._ 6.00 7.50 9.00 10.00 11.00 13.50 16.06 19.00 21 AQ >. 23.50 25.00 27.50 32.00 38.75 46.00 53.00 59.50 66.25 73.00 80.00 3.12 388'' 4.75 5.50' 6.00 750; 8.50 9.50: 11.75 14 25 17.00 18.75 21.25 22_75 25.00 29.50 36.00 42.75 49.50 56.00 62.75 69.25 76.00 0.44 0.56 0.62 0.69 0.75 0. 0.94 1.00 1.12 1.19 1.25 1.38 1.44 1.56 1.69 1.88 2.12 2.38 2.62 2.75 3.00 3.12 3.38 0.62 0.75 0.75 0.75 0.75 0.88 0.88 0.88 1.00 1.00 1.13 1.13 1.25 1.25 1.38 1.38 1.63 1.63 1.63 2.00 2.00 2.00 BOLTS SIZE x2 '/2x 2`'., b /a x 2'h %x2'/2" %x 2'/2 4 x3 '/4 X_3 3 % X '/2 a /4x3'/2 ' /s'X4 • 7 /8x4 1 x4' % 1 x 4'/2 ' /.X 1 '/4x5 l'Ax5 `'/2 1'/,x6'/2 1 1/2x7` 1 %X7'/2 1'/x8 1 3 /4x8 1 /2 1' /4x9 1' /4x9 12 16 T6! 20 20' 28 32 36 44 44 52 52 REVD] ® REGISTERED TRADEMARK OF STAR PIPE PRODUCTS STAR. PIPE PRODUCTS HOUSTON CORPORATE ITOLL FREE 1-800- 999 -3009 IFAX 281.558 -9000 wwwstorpipeproducts.com Ye rw Ihre r kre r CERTIFICATE OF COMPLIANCE TO STANDARDS Fast Fabricators' pipe and fittings are manufactured to the following standards: The flanged pipe is manufactured with class 53 pipe in accordance with ANSI A21.15/ AWWA C115 and drilled to meet ANSI B 16.1 Standard. Heavier classes available. The pipe is manufactured in accordance with all applicable requirements of ANSI Al2.51 and AWWA C151 Standards. The pipe groove depth dimension is manufactured in accordance with all applicable requirements of ANSI /AWWA C606. Rigid groove is standard. Flex groove is available. The pipe and fitting cement lining is manufactured in accordance with the requirements of ANSI A21.4 /AWWA C104. Standard or double thickness as required. The exterior of the underground pipe will be coated with asphalt tar in accordance with ANSI A21.51 /AWWA C151. All coating and lining for exterior piping, and all lining for interior piping, is certified to be in compliance with NSF 61 for potable water. Conforms to ANSI A21.4 /AWWA C104. All flange fittings are manufactured in accordance with ANSI A21.10 /AWWA C110 and are drilled to meet ANSI B16.1 Standard. All flanged fittings and flanged pipe will be coated with a primer if required, compatible with the top coat specified in the contract documents conforms to ANSI A21.4 /AWWA C104. All underground fittings will be manufactured in accordance with ANSI A21.53 /AWWA C153. and cement Tined in accordance with ANSI A21.4 /AWWA C104. Fabricators, Inc. Sean Sullivan, President Fast Fabricators, Inc. Corporate Office: Fast Fabricators, 126 W. Dudley Town Rd., Bloomfield, CT 06002 FFC2C -103 Yr L Yaw bow D FLG. x FLG. FLG. x M.J. U U 0.44 19.42 19.55 22.75 25.00 1.37 1.75 I I 0.45 21.52 21.65 25.00 27.50 1.50 1.88 R R 0.47 25.72 25.85 29.50 32.00 1.69 2.07 10 12 '14 1 - 6 18 20 24 30 36 42 48 54 R R 0.40 13.14 32.26 17.00 19.00 1.13 1.37 E E 0.42 15.22 15.35 18.75 21.00 1.19 1.57 Q 0 0.43 17.32 17.45 21.25 23.50 1.25 1.63 NO. OF FWD ;BOLT .HOLES 8 8 8 12 12 12! 16." 16 20 20 28 ?32' 36 44. 44 0.875 11.69 11.81 1.04 1.12 1.00 13.94 14.06 1.11 1.19 1.00 16.19 16.31 1.17 1.25 1.125 18.69 18.81 1.19 1.31 1.125 20.94 21.06 1.26 1.38 1.25 23.19 23.31 1.32 1.44 1.25 25.44 25.56 1.38 1.50 1.375 29.94 30.06 1.50 1.62 1.375 36.82 36.94 1.69 1.81 1.625 43.69 43.81 1.88 2.00 1.625 50.56 50.68 1.88 2.00 1.625 57.44 57.56 1.88 2.00 N0: OF MJ.' BOLT NOTES 4 6- 6' 8_ 8`; `:10 12- 12 16. 20 .24 28 32 N/A B c O.D. MIN. MAX. E G H MIN. MAX. .1 0.87 1.06 1.12 1.24 1.31 0.75 0.75 0.875 L MIN. MAX. M MIN. MAX. I( MIN. MAX. 0.88 0.94 1.00 6.13 7.44 9.44 0.63 0.82 0.88 1.00 1.07 4.02 4.86 6.96 9.11 11.16 • A S • 1.87 2.13 2.37 230 2.75 36.00 4215 49.50 56.00 62.75 E D • • 0.31 0.32 0.34 0.36 6.38. 0.51 0.58 0.65 0.72 0.81 3.90 4.74 6.84 8.99 11.04 31.94 38.24 44.44 50.74 57.40 7.50 9.00 11.00 13.50 16.00 32.08 38.38 44.58 50.88 57.64 6.00 7.50 9.50 11.75 14.25 38.75 46.00 53.00 59.50 6215 2.87 3.00 3.25 N/A 1.875 N/A 6.25 7.56 9.56 N/A 0.94 1.00 1.06 0.875 0.875 0.875 0.875 0.875 0.875 0.875 0.875 0.875 1.125 1.125 1.375 N/A 0.75 0.875 1.375 N/A P 0.81 0.935 0.935 0.935 0.935 0.935 0.935 0.935 0.935 0.935 0.935 1.185 1.185 1.435 1.435 N/A 2.50 2.50 2.50 2.50 2.50 2.50 3.50 3.50 3.50 3.50 3.50 4.00 4.00 4.00 4.00 N/A 1. Tolerance on length of FLG. x FLG. and FLG. x M.J. pipe shall be ± 0.125 ". 2. Tolerance on length of FLG. x P.E. shall be ± 0.25 " / r. 3. Above material shall meet all applicable sections of ANSI A21.10, A21.15, A21.51, B2.1, B16.1 /AWWA, C110, C115, C150, C151, and all revisions thereto. 4. Flanged pipe shall be ductile iron pipe with ductile iron flanges threaded on. 5. Linings, if required, shall be in accordance with ANSI A21.4 6. The mechanical joint bell for 30" & 36" sizes of ductile iron pipe have thicknesses different from those shown in ANSI A21.11, which are based on gray iron pipe. These reduced thicknesses provide a lighter- weight bell which is compatible with the wall thickness of ductile iron pipe. 7. Submitted material only. Consult engineer for application. 8. 250 Ib. faced and drilled flanges available upon request. FAST FABRICATORS Inc. FLG. xP.E MATCO- CRO PREVIOUS Clicklhe'_Product Name BelowTo Return To That Index BASS & BRONIE VALVES ` `CAST .IRON HALVES . _.:::FAUCET'. NEXT 1120, CAST MOM OWES @MEM VALVE' a te, Iron Body + Bronze Seat & Resilient Disc ❖ Bolted Cover + Full Waterway ❖ Class 125 r• Suitable For Vertical & Horizontal Installation •s Hibuild Epoxy Coating Inside and Outside 200 PSI NON -SHOCK COLD WOG Applications: Irrigation, Potable Water, Turf, Golf Course, Water Distribution, Pump Station 0000 CID 0 For Sze8 " -12" Conforms to MSS -SP -71 End Flanges conform to ANSI B16.1, Class 125 ISO -9002 NO. 001 003 014 PART Body Disc Cover 024 Seat Holder 061 Body Seat Ring 062 Disc Seat Ring 159 Hinge Pin 166 Plug 194 Cover Bolt & Nut 199 Seat Holder Bolt 324 Cover Gasket MATERIAL Cast Iron Cast Iron Cast Iron Cast Iron Bronze Rubber (BUNA -N) Stainless Steel Malleable Iron Steel Stainless Steel Rubber (BONA -N) ASTM DESIGNATION A 126 Class B A 126 Class B A 126 Class B A 126 Class B B 62 D 2000 AA 7008 A 276 Type 304 A 47 A307 Grade B A 276 Type 304 D 2000 AA 7008 ANSI 616.1 SIZE CL 125 INCH 1. 0D 0C 0h n T H HI 2' 8.0 6.0 4.75 .75 4 .63 4.19 3.00 2 -1/2' 8.5 7.0 5.50 .75 4 .69 4.94 3.50 3' 9.5 7.5 6.00 .75 4 .75 5.94 3.75 -It. 4' 11.5 9.0 7.50 .75 8 .94 6.69 4.50 5' 13.0 10.0 8.50 .88 8 .94 7.31 5.00 "its 6" 14.0 11.0 9.50 .88 8 1.00 7.69 5.50 8" 19.5 13.5 11.75 .88 8 1.13 9.25 6.75 10' 24.5 16.0 14.25 1.00 12 1.19 10.69 8.00 12' 27.5 19.0 17.00 1.00 12 1.25 12.63 9.50 APPROX. WT. LBS. 20 31 42 69 80 115 231 357 498 BREWSTER: TEL: 800-431-2082 FAX: 800-640-2252 HOUSTON: TEL: 800-935-5456 FAX: 800-683-4247 E -1 bra Ord L L., Ira V Rev. 2 -03 A -20806 WINDOW CENTERLINE POST HEAD UPPER STEM UPPER BARREL GRADE GRADE (SEE TABLE 4 FOR MAXIMUM AND MINIMUM LENGTHS AS A FUNCTION OF - ORDER LENGTH') Page E -1 -2 BURY LINE 30' (762.0 mm) IO' (254.0 rnm) POST ADJUSTING SCREWS LOWER BARREL 'TD LOWER (1RLNCH STEM DEPTH) COUPLING BELL j 1 1 :; :: ! 1�, I, 1 PN 'C' I t (I /2 PIPE OUTSIDE B DIAMETER) P324 P323 A. P328 P350 P218 �1% P2; ; i 36 -3/4' (933.5 mm) P325 P305 -_@, P242_(:) P3 1 P318 P353 -CD P317 P329 -B P308 I R P209 / P322 ' P206/ L) P322 P217 P30 P219 `�/P219 COMM TO ON OMMONO MIT 1 A IWV P244 efi: P352 P303 Determining Order Length For Mueller valves and a given Trench Depth (TD), see Table 3. For all others: calculate dimension D as follows, then use it to select the "Order Length" from Table 2 that best accomodates the minimum D length. D(req'd) =TD -B -C (Mueller Co.) FIRE PROTECTION PRODUCTS A- 20806: Adjustable Type Indicator Post ❑ UL Listed ❑ ULC Listed 0 FM Approved PARTS LIST UL /FM Catalog Parts No. P206 P209 P217 P218 P219 P242 P244 P273 P303 P304 P305 P307 P308 P309 P315 P316 P317 P322 P323 P324 P325 P326 P329 P350 P351 P352 iii Description SHUT target OPEN target Cotter Pin (short) Coupling Cotter Pin (long) Retaining ring Hex bolt (not shown) Bell Hex nut (not shown) Operating nut Cap Spring pin Threaded sleeve Upper stem Pipe plug • hex socket Post head Window Hex head screw Lower barrel Upper barrel Wrench Lower stem Socket head set screw Coupling insert Window gasket Shipping disc Washer Material Plastic Plastic Brass Steel Brass Stainless Steel Steel/zinc plated Cast iron Steel/zinc plated Ductile iron Polypropylene Stainless steel Plastic Steel Steel Cast iron Plexiglass Steel/zinc plated PVC Steel Ductile iron Steel Steel Steel Synthetic rubber Pressboard Stainless steel Material Standard Zytel Zytel ASTM B21 ASTM A500 GR.B ASTM B21 AISI 302 ASTM A307 GRA ASTM Al26 CL.B ASTM A563 GR.A ASTM A536 GR.65 -45 -12 AISI 420 Zytel ASTM A513 ASTM Al26 CL.B ASTM A307 GRA DR14 UL Listed ASTM A53 GRB ASTM A536 GR. 5-45 -12 ASTM A500 GR.B ANSI BI8.3 ASTM A500 GR.B AISI304 Table 1 Ste 4" 6" 8" 10" 12" 14" A & B DIVIEIiSIONS FOR MUE WI METAL SEAT POST INDICATOR YAl1IES A 32.12" B 29.62" 16" 37.00" 34.50" 53 Turns to Open 46 A & B DIMENSIONS FOR MUEUOI RESILIENT WEDGE POST INDICATOR VALVES A 14.31" 18.12" 21.25" 26.38" 29.50" 30.75" 35.88" B 12.72" 16.53" 19.66" 24.79" 27.91" 29.15" 34.28" Turns to Open 14 -1/2 20 -1/2 27 33 -1/2 39 -1/2 43 -1/2 49 CDIY� R -1/2 OF PIPE 0.0. ookal hr underground pipe) 2.40" 3.45" 4.53" 5.55" 6.60" 7.65" 8.70" Table 2 MuL Max. ORDER MOTH AS A FUNCTION OF D DIMENSION A 17.25" 39.25" B 36.00" 60.25" C 57.00" 81.25" D 78.00" 102.25" E 99.00" 123.25" F 120.00" 144.25" Table 3 Valve Size 4" 6" 8" 10" 12" 14" 16" NOMINAL TRENCH DEPTHS" FOR MUEJ.Ui D1BM DOUBLE DISC & RESILIENT WEDGE POST INDICATOR YAMS* Order Length Order Length Min. 2' 7" 3' 1" 3' 6" 3' 11" 4' 4" 4' 6" 5' 0" Max. 4' 5" 4' 9" 5 5' 8" 6' 1" 6' 3" 6 ' 9 " Order Length Mtn. 4' 3" 4 ' 7 " 5' 0" 5 5" 5' 9" 6' 1" 6' 6" Max. 6' 3" 6 ' 7 " 7'0" 7' 5" 7' 9" 8' 1" 8' 6 " Order Length Min. 6' 0" 6' 4" 6' 8" 7' 3" 7' 6" T 8" 8 ' 3 " Max. 8' 0" 8' 4" 8' 8" 9' 3" 9' 6" 9 ' 8 " 10' 4" Order Length Min. 7' 8" 8' 2" 8' 5" 9' 0" 9' 4" 9' 6" 10'I" Max. 9' 8" 10' 2" 10' 5" 11' 0" 11' 4" 11' 6" 12' 1" Order Length Min. 9' 5" 9' 9" 10' 3" 10' 8" 11' 1" 11'3" 11'8" Max. 11' 5" 11' 9" 12' 3" 12' 8" 13' 1" 13' 3" 13' 9" Min. 11' 3" 11' 7" 12' 0" 12' 5" 12' 9" 13' 1" 13' 6" Max. 13' 3" 13' 7" 14' 0" 14' 5" 14' 9" 15' I" 15' 6" The minimum and maxium trench depths which will be accommodated by specific "Order Length" can be calculated as follows by using the minimum and maximum D dimensions given in Table 2. TD (min.) = D (min.) + B TD (max.) = D (max.) + B +C. See page E -1 -14 for ordering instructions lort ray HARRINGTON PART NUMBERS S TORZ • HSSW 1 — " Single -End Spanner Wrench" S PANNER HSSW TM WRENCHES • 4 & 5" STORZ - HIHS — Integral Hydrant Storz w /Cap • HIHS- AMLOK -40 -45 • HIHS - AVK -40 -45 • HIHS - CLOW -40 -45 •HIHS- EJIW -40 -375 • HIHS - EJIW -40 -45 • HIHS - KEN -40 -45 • HIHS- MLR -40 -45 •HIHS - USPIPE -40 -45 • HIHS - WAT -40 -45 Note: Each OEM connection method is unique. • 4" & 5" STORZ HPHATM • HPHA40 -40 (Special thread) • HPHA40 -4ONH (4"NST) • HPHA40 -45NH (4.5"NST) Note: Rigid (non - swivel) Female Thread. •4" NST (National Standard Thread) = 5.010 (ODM) x 4tpi •4.5" NST (National Standard Thread) = 5.760 (ODM) x 4tpi "ODM" = Outside Diameter of the Male • 4" & 5" . STORZ - HPSS TM •HPSS40 -40 -001 (4'NPT) • HPSS40-50 -001 (5 "NPT) •HPSS40 -60 -001 (6 "NPT) •4" & 5" Storz Hose Couplings, NFPA/U.S. Standards: • Storz Pressure Seal •Storz Locking Devise • Hard - anodized aluminum •HHSW - 100 -- "Hydrant Spanner Wrench" • HIHS- AMLOK -50 -45 • HIHS - AVK -50 -45 • HIHS- CLOW -50 -45 •HIHS - EJIW -50 -375 • HIHS - EJIW -50 -45 • HIHS-KEN-50 -45 • HIHS - MLR -50 -45 • HIHS - USPIPE -50 -45 • HIHS - WAT -50 -45 HHSW TM —Permanent Hydrant Adapter: /Cap •HPHA50 -40 (Special thread) • HPHA5O -4ONH (4 "NST) • HPHA50 -45NH (4.5"NST) —Permanent Sprinkler Storz w /Cap •HPSS50 -40 -001 (4 "NPT) •HPSS50 -50 -001 (5 "NPT) •HPSS50-60 -001 (6 "NPT) Note: Rigid (non - swivel) NPT Female Thread. •4" NPT (National Pipe Thread, Tapered) = (approx) 4.470 (ODM) x 8tpi O 5 NPT (National Pipe Thread, Tapered) = (approx) 5.563 (ODM) x 6tpi •6" NPT (National Pipe Thread, Tapered) = (approx) 6.590 (ODM) x 8tpi • 4" & 5" STORZ 30° ELBOW- H3OETM --30° Elbow w /Cap •H3OE -40 -40 -002 (4 "NPSH) •H30E -50 -40 -002 (4 "NPSH) •1- 130E -40- 50-002 (5 "NPSH) •H30E -50 -50 -002 (5 "NPSH) • H3OE -40 -60 -002 (6 "NPSH) •H30E -50 -60 -002 (6 "NPSH) Note: Swivel NPSH Female Thread. . 4" NPSH (National Pipe Thread, Straight) = 4.470 (ODM) x 8tpi • 5 NPSH (National Pipe Thread, Straight) = 5.563 (ODM) x 6tpi • 6" NPSH (National Pipe Thread, Straight) = 6.590 (ODM) x 8tpi •4" & 5" Storz Permanent Cap- HBCT" —Storz Blind Cap, with aircraft cable. Harrington, Inc. Hydrant Storz Specialists 2630 West 21st Street, Erie, PA 16506 Phone: 1-800-553-0078 • Fax: 814 -838 -7339 www.hydrantstorz.com • info@harrinc.com IR N Your Connection to the Future 10 1106 11.9 1108 ._. ' ..._. 14 8 1110 23.9 1112 312 ": 14 1114 48.5 16 1116 56 4 18 1118 63.1 1120 72.3 24 1124 133.1 1130 194.6 36 1136 234.0 1142 536.0 1148 653.0 48 ade In The USA Mechanical Joint Restraint for Ductile Iron Pipe 3 0 0 ° 0 1 ° 11/2 ° 250 1 250 1 ° i Series 19,00 250 250 250 250 U.S. Patent Nos. 4092036, 4627774, 4779900, 4896903, 5544922 350 .: 350 350 250 or applications prpressures Dtherthan thoseshown please `. x.ontactEBAA►- orass'stance Features and Applications: • Sizes 3 inch through 48 inch • Constructed of ASTM A536 Ductile Iron • Torque Limiting Twist -Off Nuts • MEGA -BOND Restraint Coating System For more information on MEGA -BOND, refer to www.ebaa.com • The Mechanical Joint Follower Gland is incorporated into the restraint • Heavy Duty thick wall design • Support Products Available: Split repair style available 3 inch through 48 inch. EBAA Series 1100SD Solid restraint harness available for push -on pipe bells. EBAA Series 1700 Split restraint harness available for existing push -on bells. EBAA Series 1100HD • All MEGALUG and related restraint products can be furnished as packaged accessories complete with appropriate restraint, gasket, lubrication, and bolt- ing hardware • For use on water or wastewater pipe- lines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774 WIN Mechanical Joint Restraint Sample Specifications (The text of the specifications below can be copied pasted from www.ebaa.com/download/1100Spec.DOC) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI /AWWA C111/ A21.11 or ANSI /AWWA C153/A21.53, shall conform to the following: Design Restraint devices for nominal pipe sizes 3 inch through 48 inch shall consist of multiple gripping wedges incorporated into a follower gland meeting the applicable re- quirements of ANSI /AWWA C110/A21.10. The devices shall have a working pressure rating of 350 psi for 3-16 inch and 250 psi for 18-48 inch. Ratings are for water pres- sure and must include a minimum safety factor of 2 to 1 in all sizes. Material Gland body, wedges and wedge actuating components shall be cast from grade 65- 45-12 ductile iron material in accordance with ASTM A536. For applications requiring restraint 30 inch and greater, an alternate grade of iron meeting the material requirements of ASTM A536 is acceptable, providing the device meets all end product performance requirements. Ductile iron gripping wedges shall be heat treated within a range of 370 to 470 BHN. Three (3) test bars shall be incrementally poured per production shift as per Under- writer's Laboratory (U.L.) Specifications and ASTM A536. Testing for tensile, yield and elongation shall be done in accor- .. dance with ASTM E8. Chemical and nodularity tests shall be performed as recommended by the Ductile Iron Society, on a per ladle basis. Traceability An identification number consisting of year, day, plant and shift (YYDDD)(plant designation)(Shift number), shall be cast into each gland body. All physical and chemical test results shall be recorded such that they can be ac- cessed via the identification number on the casting. These Material Traceability Records (MTR's) are to be made avail- able, in hard copy, to the purchaser that requests such documentation and submits his gland body identification number. Production pieces that are too small to ac- commodate individual numbering, such as fasteners and wedges, shall be controlled in segregate inventory until such time as all quality control tests are passed. These component parts may then be released to a general inventory for final assembly and packaging. All components shall be manufactured and assembled in the United States. The purchaser shall, with reasonable notice, have the right to plant visitation at his /her expense. Installation Mechanical joint restraint shall require conventional tools and installation proce- dures per AWWA C600, while retaining full mechanical joint deflection during assem- bly as well as allowing joint deflection after assembly. r www ep co Proper actuation of the gripping wedges support Pro or ` more: information concerning these products please consult the catalo eres 1100 Split MEGALUG Restraint or Existing Mechanical Joints .' Ser 17 • MEGALUG Restraint Harness2 For Push -On Bell Joints tries IIO®SDB Split MEGALUG Restraint or Mid -Span Applications Series IIOOH D Split MEGALUG Restraint Harness for Existing Push -On Be shall be ensured with torque limiting twist off nuts. Approvals Restraint devices shall be Listed by Under- writers Laboratories (3" through 24" inch size) and Approved by Factory Mutual (3" through 12" inch size). Mechanical joint restraint for ductile Iron pipe shall be Megalug Series 1100 pro- duced by EBAA Iron Inc. or approved equal. MEGA -BOND® Restraint Coating System All wedge assemblies and related parts shall be processed through a phosphate wash, rinse and drying operation prior to coating application. The coating shall consist of a minimum of two coats of liquid Xylan® fluoropolymer coating with heat cure to follow each coat. All casting bodies shall be surface pre- treated with a phosphate wash, rinse and sealer before drying. The coating shall be electrostatically applied and heat cured. The coating shall be a polyester based powder to provide corrosion, impact and UV resistance. The coating system shall be MEGA -BOND by EBAA Iron, Inc. or approved equal. Requests for approved equal must submit coating material and process details for review prior to bid. For more information regarding MEGA BOND, refer to the MEGA BOND brochur or visit coin. Series 1100 Submittal Reference Drawing 3 1103 4.48 1106 8.02 1 108 10. 10 1110 12.22 1112 .144? 14 1114 16.40 116 18 50 18 1118 " 20.60 1120 rr 22 70 24 1124 AT 26.90 1130 �33 29 36 1136 39.59 1142 4 , 5 g? 1148 52.09 r 48 2.27 4.06 0.62 9.06 0.750 6.19 7.69 490 O75 990 0875 750 2.27 7.00 0.88 12.00 0.875 9.50 11.12 100 1415 0'875 A115_ 13. 2.37 11.20 1.00 16.20 0.875 14.00 15.62 237 1330 _125 1830 0875 1.E_25 178 2.69 15.44 1.50 20.94 0.875 18.75 20.25 10 2.69 17:54 1.56. 22.90 0 2100: 2250 t 2.69 19.64 1.63 25.00 0.875 23.25 24.75 2.69 , 1. 69 27.10 0.875 25 50 1; 27 00 3.20 25.94 1.81 32.64 0.875 30.00 31.50 3 20 3217 2 25 3887 1425 36 88 39 12 3.20 38.47 2.25 45.17 1.125 43.75 46.00 4 . 5 _q_ 4 3 88 55 1$75 50 62 53 48 4.56 50.97 3.88 61.87 1.375 57.50 60.36 16 24 6.1 350 6 11.8 350 6 8 23.9 350 10 49.7 350 12 12 63.6 250 16 128.7 250 24 226.5 250 18. 32 32 608.3 250 11V ittavt st =off lut Aff. : Dimensiionsarein inches are subjeato ichange wathnu`t7iotiCe r test p ressure s ab ove. t_he rate: pr ssuresshow ors- i? 4 � u .� } ? ct.EBAA. for re cbrpmenda t ion s , such as t andem: re hi pressu .e a. you experience , M the needtd instal stfieSeri_es 1100 A(ISer H k N'Y.f ,i - -- . < ,, � t y I f G LUG m a n unconventional mann ease:. ; yormi rt tr ,,,,.._:11.1).7,7i,, r!, . e F r a z r ? it epgineering drtment e MEGALI G sinter ded for,use on ductile • LISTINGS AND 4k fiq, ALS S in pi a The restraint canlbe on grey iron pipe i , a by Underwriters- Laboratories "a t'f 'k i tf %,{ epipetis otsevere iy t corroded,and is in sound condition f Type�wtth a deflection�angle s rx t d } 4 S r '? id has an o utside : d ia mete rt hat can be'accor modated � and 2 gree 14yme thy` te r, 3 g J 4 $ 'I 'g4 i� '°ck3 ' 1 h {+ r mo de information on the us ti the MEGALUG X283 Sizes inch tf roegF f A l � V . sl e '"k r s tC�P^1 .x. .,G � r-h _ "' gr 4ron pip s f ob t Co } rune d s Bulfet n ,ol g % approve ri Ire 0 CO CO 4 " -24" FIELD LOK 350° Gasket U.S. PIPE AND FOUNDRY CO. FIELD LOK 350 Gasket BRO -080 FIELD LOK 350® Gasket Restrained joint pipe and fittings are used in pressurized Ductile Iron pipelines to prevent the joints of the line from separating due to thrust forces. Thrust forces generally occur at changes of direction in the line. Usually, a calculated length of pipeline extending from the location of the thrust force is restrained in the joints so that this force can be transmitted to the soil surrounding the line. The entire pipeline is often restrained for installations in poor soil or for critical lines. U.S. Pipe's FIELD LOK 350 Gasket has proven to be an extremely successful, trouble -free means of joint restraint for well over one million Ductile Iron pipe and fitting joint assemblies across North America. By simply inserting a FIELD LOK 350 Gasket into the socket of a MON JOINT' Pipe, Fitting or Valve, restraint is instantly achieved when the joint is assembled. Stainless steel locking segments vulcanized into the FIELD LOK 350 Gasket grip the pipe to prevent joint separation. FIELD LOK 350 Gaskets, utilizing patented improvements, are rated by U.S. Pipe for operating pressures up to 350 psi a rating that now matches that of Pressure Class 350 pipe — giving the engineer and user new flexibility in designing piping systems. Underwriters Laboratories lists the 4"--24" sizes for 350 psi. Factory Mutual, utilizing a safety factor of 4, approves the 4' -16' sizes for 250 psi and the 18' -24' sizes for 200 psi service. With the use of the FIELD LOK 350 Gasket, push -on joint Ductile Iron MON JOINT Pipe or Fittings can be quickly and securely restrained as the joint is assembled. The restraint provided shall be a boltless, integral restraining system and shall be rated for 350 psi in accordance with the per - formance requirements of ANSVAWWA C111/A21 11. Field cut pipe are no longer a problem to restrain. No pipe surface preparation* or grooving is required for field cut pipe other than the cut end needing to be beveled as required for any push -on joint spigot end. With the FIELD LOK 350 Gasket in place, the joints are restrained without thrust blocks, bolts, grooves, rods, clamps or retainer glands, resulting in savings of labor, material and time. CAUTION: US. Pipe does not recommend FIELD LOK 350 Gaskets for use above ground. The long - tern effect of cyclical movements can be gradual joint separation to the point that the seal on the gasket bulb is compromised. Sources of cyclical movements include vibration as may be found on bridge crossings, and thermal expansion and contraction resulting from atmospheric temperature changes. These conditions are not experienced with buried pipe lines. *See note on page 5 regarding pipe with thick coatings or tape wrap. FIELD LOA', FIELD LOK 350', MON', TYTONJOINT' and II? FLU' are registered trademarks of U.S. Pipe and Foundry Company. FIELD LOK350 Gaskets are covered by U.S Patent Numbers 5,295,697 and 5,464,228. 2005 EDITION LI P3 ANSI /AWWA C111/A21.11 Standard. for Rubber-Gasket Jomts for Ductilelron Pressure Pipe and Fittings. FIELD LOK 350 Gaskets are available in 4" 24` sizes and the pressure rating is based on the performance requirement: of ANSVAWWA C111/A21.11 NOTE: If specifiers and users believe that corrosive soils will be encountered where products are to be installed, please refer to ANSI/AWWA C105/A21.5 Polyethylene Encasement for Ductile Iron Pipe Systems for proper external protection procedures. REVISED 12.05 ILJ 4 " -24" Pipe Diameters EMS Table 1. Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication. 14 4.74 6.84 8.99 11.04 13.14 15.22 17.32 NOMINAL PIPE SIZE Inches 18 19.42 19.55 61 61 -13/32 20 21.52 21.65 67 -19/32 681/32 24 25.72 25.85 80 -25/32 81 -7/32 Assembly Mark and Deflection Table 2. Assembly Mark and Deflection. FIELD LOK 350® Gasket PIPE DIAMETER Inches =' 4.86 14 -7/8 6.96 21 -15/32 2005 EDITION PIPE CIRCUMFERENCE Inches MINIMUM 12 3 -5/16 5 19 205 14 4 -9/16 4 15 257 16 4 -9/16 4 15 257 ..+ 18 4 -9/16 4 15 257 6.0 *For full deflection application, insert spigot no deeper than the first assembly stripe. * *The pipe to be installed must be kept in straight alignment with the previously installed pipe or fitting during assembly. Joint deflection may be made upon completion of the assembly. 20 5 -1/16 2.5 9.5 412 24 5 -1/2 2.5 9.5 412 9.11 28 -1/4 28 -5/8 11.16 34 -11/16 35 -1/16 13.26 41 -9/32 41- 21/32" 1535 47 -13/16 48 -1/32 17.45 54 -13/32 54 -13/16 LOCATION OF MAXIMUM ** DEFLECTION APPROX. RADIUS OF CURVE PIPE ASSEMBLY JOINT OF 18 ft PRODUCED BY SUCCESSION SIZE MARK* DEFLECTION LENGTHS OF JOINTS -18 ft LENGTHS Inches Inches Degrees Inches Feet 4 2 -3/4 5 19 205 6 2 -15/16 5 19 205 8 3 -1/4 5 19 205 10 3 -5/16 5 19 205 C P8 U.S. PIPE AND FOUNDRY CO. FIELD LOK 350° GASKET BRO -080 REVISED 12.05 m Ira W cd cs� 0o 4 " -24" 7 FIELD LOK 350® Gasket Special Notes Regarding the use of FIELD LOK 350 Gaskets FIELD LOH 350 Gaskets will have a tag attached to them with gasket assembly instructions and a "CAUTION! "notice. 1. Do not use FIELD LOK 350 Gaskets to provide electrical joint conductivity for thawing purposes. Such use may damage the gaskets. 2. Use FIELD LOK 350 Gaskets only in push -on joints which have the trademark MON', TRIM TYTON'orMON JOIN1®. Use in other joints may result in joint separation. 3. FIELD LOK 350 Gaskets should not be used in above ground installations. 4. Do not use FIELD LOK 350 Gaskets with corroded pipe. 5. U.S. Pipe has not conducted tests with gray iron or plastic piping products and, therefore, cannot recommend or warrant the use of FIELD LOK 350 Gaskets with gray iron (pipe, fittings or valves) or plastic (pipe or fittings). 6. Always make sure that the gasket is properly placed in the socket with the bulb or thickest portion of the gasket being deepest in the socket. 7. Use in casings: Pipelines restrained with FIELD LOK 350 Gaskets may be installed in straight casings by pulling, not pushing, the line through the casing. Assembly of the joints must be controlled, such as with come -a Tongs or cable hoists, to prevent fully "homing" the spigot to the base of the socket to allow for joint deflection. When it is necessary that the pipeline be pushed through a casing, TR FLEX' Pipe is recommended. 8. D o not reuse FIELD LOK 350 Gaskets. 9. Do not use FIELD LOK 350 Gaskets with Tyton Plugs since it is not possible to remove the plug after the joint is assembled. 10. Although disassembly of joints restrained with FIELD LOK 350 Gaskets is possible, the use of TR FLEX' Pipe and Fittings is recommended if disassembly of the joints is planned or anticipated. 11. If the maximum joint deflection is necessary, do not push the pipe to the bottom of the socket. 12. For cold weather assemblies, keep the temperature of the FIELD LOK 350 Gaskets above 40° F. 13. Approximately twice as much assembly force may be required to assemble a FIELD LOK 350 Gasket joint as is required for a conventional TYTON' Gasket push -on joint. 2005 EDITION P9 U.S. PIPE AND FOUNDRY CO. FIELD LOK 350• GASKET BRO -080 REVISED 12.05 v ■r COVER W.+ No. 676- TL- 2 -332P 4,000 Ibs �---� CENTER No. 676 -MLW 6,300 Ibs BASE No. 676 -BL 5,300 Ibs i rT -rrr rT!T�T�T�T�T�T -T- TSTi7iT!T!71T!7!7- T!T!i' i iT!T!T17i7!T!T!T!T!T- T�i�T!i -i T- rt- rrrrrri -r - t-rrrr i- i !T!�i- OPTIONAL COVER SECTION Non Skid Covers Available ROUND ACCESS 676- TL -42C 4,560 Ibs FOR DETAILS, SEE REVERSE SIDE A> Items Shown Are Subject To Change Without Notice Issue Date: January 2006 7 -9" 42" Dia. Access Full 180' Open 20 Recessed Lift Handle 6' -3" 676 -LA /WA 1' -3 1/2" 4 -7" 1' -3 1/2" C1997 Oldcastle Precast, Inc. Oldcastle Precast, 1 Mailing Address Phone: 800 8921538 x P013ox�88 �� �.Faic253.7354201'' Auburn, WA 98 1, Emalt uvauburn@oldcastleprecasttom all S ri Yr Wr bri iv 1rr law 0 0 UTILITY VAULT" 1' -6" 7 ' 9" 7 ' 0" 3' 5" I N 2 -Ton Lift Anchors B 1 Each Corner, 4 Corners 12" Dia. Sump uvauburn.com PLAN VIEW SECTION AA 1' -6" Spring Assisted Galvanized Diamond Plate Covers w/ Locking Latch L Galvanized Pulling Iron 1 Each Corner, 4 Corners —3/4" Dia. Lift Insert 4 Places In Top w/ UV Caps SCALE: 3/8" = 1' -0" 20.1 T 0 676 -LA/WA SECTION BB n-1 1 1 1 1 1 1 1 o -.£ l'-0" r— I - r - I — I - I + - I 1 + — I .1 LJ-J irTT 1 Ftt1 I r' t t I t LJ_J— JII r - 1 F +H L J_ J 8 N i . • . r T -1- -I (rT Ftt - I I -+ -+ -I F - ±± -I ! I- + + -I J r LJ- J_J —'— - -I 1' -6" h--- n r all S ri Yr Wr bri iv 1rr law 0 0 UTILITY VAULT" 1' -6" 7 ' 9" 7 ' 0" 3' 5" I N 2 -Ton Lift Anchors B 1 Each Corner, 4 Corners 12" Dia. Sump uvauburn.com PLAN VIEW SECTION AA 1' -6" Spring Assisted Galvanized Diamond Plate Covers w/ Locking Latch L Galvanized Pulling Iron 1 Each Corner, 4 Corners —3/4" Dia. Lift Insert 4 Places In Top w/ UV Caps SCALE: 3/8" = 1' -0" 20.1 T 0 676 -LA/WA SECTION BB n-1 1 1 1 1 1 1 1 o -.£ '! 8: .. r T -1- -I (rT Ftt - I I -+ -+ -I F - ±± -I ! I- + + -I J r LJ- J_J —'— „L -,Z 8 LJ-J_ ' Galvanized "C" Channel, 3' -0" Lg. 3 Each Side, 2 Sides —� r all S ri Yr Wr bri iv 1rr law 0 0 UTILITY VAULT" 1' -6" 7 ' 9" 7 ' 0" 3' 5" I N 2 -Ton Lift Anchors B 1 Each Corner, 4 Corners 12" Dia. Sump uvauburn.com PLAN VIEW SECTION AA 1' -6" Spring Assisted Galvanized Diamond Plate Covers w/ Locking Latch L Galvanized Pulling Iron 1 Each Corner, 4 Corners —3/4" Dia. Lift Insert 4 Places In Top w/ UV Caps SCALE: 3/8" = 1' -0" 20.1 T 0 676 -LA/WA SECTION BB 600 INDUSTRY DRIVE BUILDING 8 TUKWILA, WA. 98188 TO: FROM: STATE MECHANICAL CO. INC FAX TRANSMISSION TOTAL PAGES INCLUDING COVER SHEET: 1 DATE: 10/23/2008 Brenda Hoag Bud Klosterman sew FHONE: (206) 575 -7527 FAX: (206) 575 -7529 RE: Wells Fargo Tukwila -FG 07 -333 COMMENTS: We would like to cancel the revision for the oil water separator, we are using the proposed interceptor. 1 was told to send this to Brenda from Joanne Spencer. 1 apologize for the inconvenience. � R OF�KIMLA _ OCT 2 3 1008 PERMIT CENTER Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Joanna: COMMENT LETTER April 7, 2008 RE: Response to Comments - Review No. 1 Proposed Wells Fargo TOC Annex SWC - Intersection of South 180th Street and Sperry Drive Tukwila, Washington Permit No. PG07 -333 Our Job No. 12858 'f;001- 333 CIVIL ENGINEERING, LAND PLANNING, SURVEYING CORRECTION We have revised the plans for the project referenced above in accordance with your comment letter and redlined plans dated February 19, 2008. Enclosed are the following documents for your review and approval: 1. One (1) copy of your e- mailed review comments 2. Four (4) sets of revised plans 3. One (1) copy of buoyancy calculations 4. One (1) copy of site survey 5. One (1) copy of materials submittal 6. One (1) copy of geotechnical vault placement recommendations The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: 1) Please submit detail and cut sheet for proposed exterior wall hydrant WH -1 listed in Plumbing Fixture Schedule on Sheet P0.1. Please contact Tukwila Fire Department at (206) 575 -4404 to determine if this type of hydrants are allowed in Tukwila. Response: The wall hydrant WH -1 listed in the Plumbing Fixture Schedule on Sheet P0.1 is a hose bib on the side of the building, which is not a fire hydrant. No Fire Department approval is required. 2) Please specify size, manufacturer and model # for the proposed domestic water RPPA and fire prevention DDCVA. Domestic water (RPPA) Reduced Pressure Principle Assembly for promise isolation shall be installed outside the building in a freeze protection enclosure, immediately downstream of proposed domestic water water meter, see attached mark- uk sheet. Show installation details for both backflows including their cut sheets. Circle t ECEIVED APR 22 2008 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES ♦ OLYMPIA, WA • TACOMA, WA • SACRAMENTO, CA ♦ TEMECULA, CA PERMIT CENTER www.barghausen.com Joanna Spencer City of Tukwila Public Works Department -2- April 7, 2008 devises you plan to install on cut sheets and make sure subject backflows are WA State Department of Health approved devises. Response: The size, manufacturer, and model number for the proposed domestic water RPPA and fire prevention DDCVA are now shown on the plan's detail sheet. Also attached herewith is the material submittals from the cut sheets that is the same as on the plan sheets, which meets the requirements of this review comment. 3) Please show north arrow on all plumbing plans. Response: This item will be addressed by the mechanical engineer. 4) Submit a copy of utility site plan, if plumbing permit and development permit D07 -452 are not submitted at the same time, so Public Works can verify correct location of utility lines entering the building. Response: The plumbing and utility plans are being submitted at the same time. 5) Submit buoyancy calculations and geotech recommendations for underground storage tank placement. Response: Buoyancy calculations for the wet/detention vault are included as an attachment to this letter. REDLINED PLANS [Kyle Fry, (253) 833 -2400] If this is an (RPPA) Reduced Pressure Principle Assembly for domestic premise isolation it shall be located downstream of domestic water meter in a freeze protection enclosure (like Hot Box/Rock) mounted into a main 4" thick conc. pad or obtain approval from Mike Cusick for inside installation. Response: We now show the RPPA for domestic premise isolation outside of the building; it is located in a hot box in accordance with your review comment. Mike Cusick does not allow inside installations. Is it for premise or in premise isolation ?? Response: This is for premise isolation. Please attach to your revision resubmittal. Response: Your review comments are attached with this revision resubmittal. Joanna Spencer City of Tukwila Public Works Department -3- April 7, 2008 Water and Sewer Plan Domestic water service requires an RPPA in a Hot Box/Rock mounted to a min 4" thick concrete pad. - Submit backflow cut sheet, specify backflow size /maker /model # Response: The domestic water service RPPA in a Hot Box backflow cut sheet indicating size, make, and model number is included on the plans, as well as in the material submittal attached herewith. W Utility locations/hook up for buildings shall be revised to match plumbing permit submittal Response: The utility hookup locations for the buildings have been revised to match the Plumbing Permit submittal. © Submit geotech letter addressing existing pipes (water, SS, SD) inside existing 15' easement in relationship to new building foundation, no conflict w /footing foundations Response: The geotechnical letter addressing existing pipes has already been approved by the City of Tukwila with the preload plan approval, and we are replacing the existing sanitary sewer with ductile iron pipe. O Address access issue for City Maintenance shop for existing facilities that require PW maintenance (one man gate ? ?) Response: This item is being coordinated with the architect to provide access as requested. O Show street lighting installation on civil drawings, show conduit run. Please note that street light installation requires also a separate electrical permit Response: The proposed lighting plan has been added to the civil background. recommend deduct WM for irrigation, check PW infrastr. manual, irrigation requires a DCVA not an RPPA Response: We are now showing the water meter for irrigation as a deduct meter with a DCVA for a backflow preventer. SDWK dimension in relationship to P/L Response: We have now shown the sidewalk dimension at this location. Please contact Ryan Larson PW Sen Surf Water engineer, FEMA wants this area for staging of construction for levee repair. In this case maybe this project can be done in 2 stages. Response: We are constructing all the facilities on the west side of Sperry Drive as Phase 1, and all the facilities on the east side as Phase 2 to be constructed at a later date. r Joanna Spencer City of Tukwila Public Works Department Submit site survey showing existing easements. JPJ /tep 12858c.001.doc enc: As Noted cc: Jessica Bradley, Craft Architects Kathy Craft, Craft Architects Sinc ely, -4- April 7, 2008 Response: The site survey is now part of the plan set and is submitted as a separate folded document with this letter. On grading plan cross reference geotech report: title, date, name, ph. of geotech firm Show earthwork quantities CY cut CY fill Response: We have shown references to the geotechnical report with the title, date, name, and the phone number of the geotechnical firm on the grading plan. We have also shown the cubic yards of cut and the cubic yards of fill. Check w /fire Response: A new proposed fire hydrant is now shown in the northwest comer of the property. West Stormwater Vault Sections and Details SEPARATE BUILDING PERMIT APPLICATION IS REQ'D FOR UG DET VAULT, provide geotech recommendations for vault placement (leveling pad, footing drains, etc) Response: The west detention vault geotechnical recommendations are attached herewith. Please refer to that document that has been included on the plans. Can we go with StormTech or Contech for more economical selection Response: StormTech and Contech products would not be a more economical selection for this project site due to site constraints. We believe that the above responses, together with the enclosed revised plans address all of the comments in your letter and redlined plans dated February 19, 2008. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me at this office. Thank you. Ali Sadr, P.E. Senior Project Engineer March 4, 2008 Jessica Bradley 19232 First Avenue, Suite 408 Seattle, WA 98101 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Application Number PG07 -333 Wells Fargo — 6815 S 180 Street Dear Ms.Bradley, 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 Public Works Department. At this time the Building Department has no 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 black. 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 messenzer service. If you have any questions, please contact me at (206) 431 -3670. S cerely, Brenda ' olt Permit Coordinator encl City of Tukwila Department of Community Development Jack Pace, Director xc: File No. PG07 -333 P:\Pemtit Center\Correction Letters\2007\PG07 -333 Correction Ltr #1.1)0C wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 P: Joanna/Comments 1 PG07 -333 3) Please show north arrow on all plumbing plans. PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: February 19, 2008 PROJECT: Wells Fargo PERMIT NO: PG07 - 333 REVIEW NO: 1 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit detail and cut sheet for proposed exterior wall hydrant WH -1 listed in Plumbing Fixture Schedule on sheet P0.1. Please contact Tukwila Fire Department at (206) 575 -4404 to determine if this type of hydrants are allowed in Tukwila. 2) Please specify size, manufacturer and model # for proposed domestic water RPPA and fire prevention DDCVA. Domestic water (RPPA) Reduced Pressure Principle Assembly for premise isolation shall be installed outside the building in a freeze protection enclosure, immediately downstream of proposed domestic water water meter, see attached mark -up sheet. Show installation details for both backflows including their cut sheets. Circle the devises you plan to install on cut sheets and make sure subject backflows are WA State Department of Health approved devises. 4) Submit a copy of utility site plan, if plumbing permit and development permit D07 -452 are not submitted at the same time, so Public Works can verify correct location of utility lines entering the building. 5) Submit buoyancy calculations and geotech recommendations for underground storage tank placement. P: Joanna/Comments 1 PG07 -333 PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: February 19, 2008 PROJECT: Wells Fargo PERMIT NO: PG07 -333 REVIEW NO: 1 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit detail and cut sheet for proposed exterior wall hydrant WH -1 listed in Plumbing Fixture Schedule on sheet P0.1. Please contact Tukwila Fire Department at (206) 575 -4404 to determine if this type of hydrants are allowed in Tukwila. 2) Please specify size, manufacturer and model # for proposed domestic water RPPA and fire prevention DDCVA. Domestic water (RPPA) Reduced Pressure Principle Assembly for premise isolation shall be installed outside the building in a freeze protection enclosure, immediately downstream of proposed domestic water water meter, see attached mark -up sheet. Show installation details for both backflows including their cut sheets. Circle the devises you plan to install on cut sheets and make sure subject backflows are WA State Department of Health approved devises. 3) Please show north arrow on all plumbing plans. 4) Submit a copy of utility site plan, if plumbing permit and development permit D07 -452 are not submitted at the same time, so Public Works can verify correct location of utility lines entering the building. 5) Submit buoyancy calculations and geotech recommendations for underground storage tank placement. December 14, 2007 Jessica Bradley 1932 First Ave Suite 408 Seattle WA 98101 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Plumbing/Gas Piping Permit Application PG07 -333 Wells Fargo — 6855 S 180 St Dear Ms. Bradley, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on December 12, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Buildine Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accented through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, R J Bill Rambo Permit Technician Enclosures File: PG07 -333 P:\Permit Center\Incomplete Letters\2007\PGO7 -333 Incomplete Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 13, 2007 Project Name: Wells Fargo Permit #: PG07 -333 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. As of July 1 2007 City of Tukwila requires all plan designs with notes to comply with the new adopted 2006 International Building codes. Please review plan sheets and revise plan notes to show plans shall comply with the current 2006 Building codes to include Mechanical, Uniform Plumbing codes and Washington State energy codes. 2. Check plan specifications and details to ensure the plans comply with the current codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. May 23, 2008 Chris Thome Craft Architects 1932 First Ave, Ste 408 Seattle WA 98101 city of Tukwila Department of Community Development Jack Pace, Director RE: Request for Permit Application Extension Development Permit Application No. D07 -452 Mechanical Permit Application No. M07 -269 Plumbing/Gas Piping Application No. PG07 -333 Wells Fargo — 6815 S 180 St Dear Mr. Thome: This letter is in response to your written request for an extension to Permit Application Nos. D07 -452, M07 -269, and PG07 -333. The Building Official has reviewed your letter and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an additional 90 days from the original application expiration date (through September 4, 2008) as requested. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, fifer Marshall it Technician File: Permit No. D07 -452, M07 -269, & PG07 -333 P:\Pemtit CenterExtension Letters\Permit Applications \ 2007\D07- 452+ Application Extensioadoc Jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 14, 2008 Bob Benedicto, Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Re: Wells Fargo CV Operations Project #: 746.00 Dear Mr. Benedicto: We received written notice from Ms. Jennifer Marshall dated May 8, 2008 stating our permit applications #D07 -452, #PG07 -333, and #M07 -269 were approaching 180 days since initial submittal and would expire on June 7, 2008. We would like to request an extension for the referenced permit application at this time. We are currently waiting for review comments from public works and planning, along with a "Revision Submittal Sheet ", to be forwarded to us so we can re- submit Correction Letter #2 ( #D07 -452). We have Correction Letter #2 ( #M07 -269) ready to submit, but cannot submit without approved structural joist designs per Mr. Dave Larson's request with Correction Letter #1 (M07 -269) We are expecting the joist shop drawings to be available the week of May 19 -23, 2008. We resubmitted Correction Letter #1( #PG07 -333) on April 22, 2008 and are waiting to hear back concerning any additional comments. We have a contractor ready to start construction on the project as soon as all applicable permits are approved and issued. If you have any questions regarding our permit applications #D07 - 452, #M07 - 269, or PG07 - 333 please feel free to contact me at 206.720.7001 or cthome aecraftarchitects.com. Sincerely, • Chris Thome, AIA, NCARB Senior Project Manager 06//lAg G`e ttdol-fri M10-160) 1932 First Avenue, Suite 408, Seattle, Washington 98101 Phone 206.720.7001 Fax 206.720.2949 05 -08 -2008 JESSICA BRADLEY 1932 FIRST AV, STE 408 SEATTLE WA 98101 RE: Permit Application No. PG07 -333 6815 S 180 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 12/10/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical 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 06/07/2008 . 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 06/07/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 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: fer Marshall t Technician Permit File No. PG07 -333 City of Tukwila fl- Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: PGCI.333 DATE: 09 -29 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6815 S 180 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS. Bind n ,D ° ' 4 � P ti9E u51ic W orks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 �.: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete [1 TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division C Permit Coordinator n DUE DATE: 09-30-08 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 10-28-08 Approved with Conditions ❑ Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 '`PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG07 -333 DATE: 04 -22 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6815 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works dlk --(?(e) Structural ❑ Permit Coordinator lit DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -29 -08 APPROVALS OR CORRECTIONS: Incomplete Structural Review Required Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: ❑ No further Review Required E DATE: DUE DATE: 05 -27 -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: ACTIVITY NUMBER: PG07 -333 DATE: 01 -11 -08 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6855 S 180 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: sgU Building Division if.§ Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention X Incomplete Planning Division Not Applicable Comments: ubli Irk; Structural ❑ Permit Coordinator i) hg A 4 ig -ob TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -17 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -14 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ' 4-0 Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: `l% ACTIVITY NUMBER: PG07 -333 DATE: 12 -12 -07 PROJECT NAME: WELLS FARGO SITE ADDRESS: 6855 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Ia= ‘ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ ❑ Permit Coordinator No further Review Required DATE: DATE: Planning Division n C DUE DATE: 12-13-07 Not Applicable n DUE DATE: 01-1 0-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: SITE ADDRESS: g 5 l7 �" REVISION LOG gireK PERMIT NO: f5'V 1 - 2 ORIGINAL ISSUE DATE: t� S'b REVISION NO. 1 DATE RECEIVED cot I1A fog STAFF INITIALS ISSUED DATE STAFF INITIALS dr of Revision: • Received by: (please print) (please print) (please print) (please print) (please print) Date: C W - 1/•00g 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: /fwww.ci.tukwila.wa.us f REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Pe( 01 - 33� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g " Revision # S after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: W E l _LS FA IPNC-�t Project Address: CO 15j S t V 6 5 Contact Person: Su () oS rEIRMAN Phone Number: oZ0( " 5 75- 7, 7 Summary of Revision: S PeC\ T I P& ) c VU 1 lub le, S o uJe_ Wool& 1 i Ili -E-a `ice Sfiu 11 41/113 ev JQ hA erceRfc) neefteD OF n" too SEp 2 9 2008 PERM1r C Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J''[,►'� ty( Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: .4" 2 4 ' Sor City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: WELLS FARGO Project Address: 6815 S 180 Street Contact Person: Jessica Bradley Plan Check/Permit Number: PG07 -3 3 3 Phone Number: (2 10 — 7 9 °1 Summary of Revision: 171 I 0-1-0 ATTAcI1 P Jp c1r1c 1zfrig 1a ammo/TS • A-Lfo ATTActt e t■D I Tttr- fi'NihfiIf iJ - W6 Nfin Pk1D 41• o$, $uoy rc' GAtcu'ATtoWS Sat sup r I av4A14 14Pyivtrtg 4toitcovaiii v A u L T InA0413vr wilyorwpATioNs ,�— Sheet Number(s): C( Cf,CT C(' , C7 PO.O, ?Oil, 11.4142.0 1 r2.2. , . o 1 ?, -O 4'6' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I n +0Ntcat.J Entered in Permits Plus on 1 -1 - -) -dD RECEIVED CITTV OF TUKWI A \applications\forms- applications on Iine\revision submittal APR 2 2 20 Created: 8 -13 -2004 Revised: PERMIT CENTEI Date: 1:/ ■ Iz*v 6 sit City of Tukwila Vmplicationslfomu- applications on lme4evision submittal Created: 8 -13 -2004 a.vis,.a• Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fay etc. Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: titt[LC 1a CV 6 1 ° t (oars• Project Address: SMszlel bI V Contact Person: J V i(A' 5 rA P W1 Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision Including Clrevis o r Received at the City of Tukwila Permit Center by: Entered in Permits Plus on _ 0 k `P60 333 Steven M Mullet, Mayor Steve Lancaster, Director 7 Summary of Revision: PPP (Arh 2aa2 -fv 2WIo (,P • RECFP Fn CITY OF TLS n, JAN 112008 • 4 i �r License Information License POECOI *247QZ Licensee Name POE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 171004362 Ind. Ins. Account Id 24091700 Business Type CORPORATION Address 1 PO BOX 1838 Address 2 City AUBURN County KING State WA Zip 980711838 Phone 2538332400 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 11/9/1976 Expiration Date 5/1/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date POE, CHARLES E PRESIDENT 03/01/1996 PETERSON, ALAN D SECRETARY 04 /25/2000 FRY, KYLE R TREASURER 03/12/2003 WILLIAMS, WAYNE W VICE PRESIDENT 03/01/1996 CLARK, DENNIS M CHIEF OPERATING OFFICER 07/09/2003 01/16/2006 REIFSCHNEIDER, CAROL M SECRETARY 01/01/1980 07/09/2003 WELFRINGER, Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= POECOI *247QZ 06/06/2008 EXISTING PV X 60' 30 60 120 CALL BEFORE YOU DIG: 1 -800 424 5 IWINEIMPINVIR or a CONCRETE GRAVEL WATER LINE SANITARY SEWER LINE STORM DRAINAGE LINE CHAIN LINK FENCE BUILDING LINE CONTOUR SPOT ELEVATION LEGEND POWER VAULT (AS NOTED) YARD LIGHT LUMINAIRE (LUM.) JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WV) FIRE HYDRANT (FH) WATER METER (AS NOTED) SIGN (AS NOTED) DIRECTION OF VEHICLE TRAVEL SIGNAL JBOX (AS NOTED) TRAFFIC SIGNAL MISC POWER BOX (AS NOTED) a PROPOSED Z • X �9 WATER METER GATE VALVE CATCH BASIN, TYPE 2 CATCH BASIN, TYPE 1 STORM CLEANOUT STORM PIPE FENCE RIDGE LINE SAWCUT LINE ASPHALT CONCRETE v. • W PARCEL No. 95 ff 1 C1 of 7 C2of7 C3of7 C4of7 C5of7 C6of7 C7of7 WELLS FARGO CV , OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. av ma sm D Di PROPOSED BLDG PARCEL No, 94A EXISTING BLDG 1 \ \ \ x \� , \ , \ ,. 1 11 INDEX OF SHEETS: .1 WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 tat pal Mal ...o...I ma al � ' \ , \ F 1. co CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. COVE SHEET LJ I i ; _. :,.... J F 1 ......,...1 k f 1 i i h I ii i f f i l i 1 COVER SHEET DEMOLITION PLAN EROSION CONTROL PLAN GRADING AND STORM DRAINAGE PLAN STORMWATER VAULT SECTIONS AND DETAILS WATER AND SEWER PLAN CONSTRUCTION NOTES AND DETAILS 1,1 ( I P P HA S E II E � ` JILL! I �' ,,. .. ,,... ± REVISIONS No changes Shall be made to the l scope of work without prior app h Tukwila Building Division, 1 , 8 NOTE: Revisions will require a new plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR IM echanical I • Plumbing O Gas Piping City of Tukwila BUILDING DIVISION FILE COPY Permit N ©. PIar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt o' approved Fi idjCopy and conditions is aClutOwtedged: By Date: City of Tukwila E3Ul4 D1NG DIVISION LEGAL DESCRIPTION PARCEL 94A: THOSE PORTIONS OF GOVERNMENT LOT 4 IN SECTION 36 AND OF GOVERNMENT LOT 1 IN SECTION 35 OF TOWNSHIP 23 NORTH IN RANGE 4 EAST, WILLAMLIIL MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 01' 19' 01 " WEST, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,355.89 FEET TO THE SOUTHERLY MARGIN OF SOUTH 18071-1 STREET RIGHT -OF -WAY, HEREINAFTER REFERRED TO AS POINT "A "; THENCE EASTERLY, ALONG SAID MARGIN ON A CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 02' 45' 45" EAST WITH A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00 FEET THROUGH A CENTRAL ANGLE OF 0V 32'04 "TO THE SOUTH UNE OF THE NORTH 36 FEET OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88' 46' 19" EAST, ALONG SAID MARGIN AND SOUTH UNE, 274.81 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C "; THENCE, ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90' 00' 00 "' THENCE SOUTH 01' 13' 41" WEST, 58.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01' 13' 41" WEST, 197.00 FEET; THENCE NORTH 86 46' 19" WEST, 2.00 FEET; THENCE SOUTH 69' 38' 41" WEST, 187.60 FEET, MORE OR LESS, TO A UNE WHICH IS 30 FEET EASTERLY AND PARALLEL WITH THE WEST BOUNDARY LINE OF SAID GOVERNMENT LOT 4, HEREINAFTER REFERRED TO AS POINT "B '; THENCE NORTHWESTERLY, ALONG SAID LINE AND ALONG A LINE 30 FEET EASTERLY OF AND PARALLEL WITH THE WEST BOUNDARY UNE OF SAID GOVERNMENT LOT 1, THE FOLLOWING BEARINGS AND DISTANCES: NORTH 36 40' 03" WEST, 169.42 FEET; AND NORTH 38' 32' 31" WEST, 172.15 FEET TO A LINE WHICH IS 144.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH UNE OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88' 46' 19" EAST, ALONG SAID UNE, 390.63 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. PARCEL 94B: SW 43rd ST ........... (SE 180th ST) Z w 0 0 z w 0 0 w 1- VICINITY MAP BEGINNING AT THE ABOVE- DESCRIBED POINT "B'; THENCE CONTINUING SOUTH 69' 38'41 "WEST, 31.26 FEET TO THE WESTERLY BOUNDARY LINE OF SAID GOVERNMENT LOT 4; THENCE NORTHWESTERLY, ALONG SAID WESTERLY BOUNDARY AND THE WESTERLY BOUNDARY OF GOVERNMENT LOT 1, THE FOLLOWING BEARINGS AND DISTANCES: NORTH 36' 40' 03" WEST, 160.24 FEET; AND NORTH 38' 32' 31" WEST, 196.53 FEET TO A LINE WHICH IS 144.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH UNE OF GOVERNMENT LOT 4; THENCE SOUTH 88' 46' 19" EAST, ALONG SAID LINE, 39.03 FEET TO A UNE WHICH IS 30 FEET EASTERLY OF AND PARALLEL WITH THE WEST BOUNDARY UNE OF SAID GOVERNMENT LOT 1; THENCE SOUTHEASTERLY, ALONG SAID LINE AND A LINE WHICH IS 30 FEET EASTERLY OF THE WESTERLY BOUNDARY LINE OF GOVERNMENT LOT 4, THE FOLLOWING BEARINGS AND DISTANCES: SOUTH 38' 32' 31" EAST, 172.15 FEET; AND SOUTH 36' 40' 03" EAST, 169.42 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 95: BEGINNING AT THE ABOVE- DESCRIBED POINT "A; THENCE EASTERLY, ALONG SAID CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 02' 45' 45" EAST WITH A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00 FEET THROUGH A CENTRAL ANGLE OF 01' 32' 04 "TO SAID SOUTH LINE OF THE NORTH 36 FEET OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88' 46' 19" EAST, ALONG SAID LINE, 274.81 FEET TO SAID POINT "C "; THENCE, ALONG SAID CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET, THROUGH A CENTRAL ANGLE OF 90' 00' 00 "; THENCE SOUTH 01' 13' 41" WEST, 58.00 FEET; THENCE NORTH 88' 46' 19" WEST, ALONG SAID LINE WHICH IS 144.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID GOVERNMENT LOT 4, TO THE SOUTHWESTERLY LINE OF GOVERNMENT LOT 1 IN SAID SECTION 35; THENCE NORTHWESTERLY, ALONG SAID UNE, TO THE WESTERLY EXTENSION OF THE NORTH UNE OF GOVERNMENT LOT 4 IN SECTION 36; THENCE SOUTH 88' 46' 19" EAST, ALONG SAID WESTERLY EXTENSION, TO A POINT ON SAD MARGIN WHICH IS 142.38 FEET WEST OF THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE, ALONG SAID MARGIN ON A CURVE TO THE LEFT THE CENTER OF WHICH BEARS NORTH 27' 59' 36" EAST WITH A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 147.96 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AN UNDIVIDED 1/4 INTEREST IN THE PRIVATE ROADWAY BEING KNOWN AS "SPERRY DRIVE', DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88' 04' 53" EAST, ALONG THE CENTERLINE OF SOUTH 180TH STREET RIGHT -OF -WAY, 431.81 FEET; THENCE SOUTH 01' 55' 07" WEST, 36.00 FEET TO SAID POINT "C" ON THE SOUTHERLY MARGIN OF SAID SOUTH 180Th STREET AND THE TRUE POINT OF BEGINNING; THENCE, ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90' 00' 00 "; THENCE SOUTH 01' 55' 07' WEST, 255.00 FEET; THENCE NORTH 88' 04' 53" WEST, 48.00 FEET; THENCE NORTH 01' 55' 07" EAST, 255.00 FEET; THENCE, ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90' 00' 00 "; THENCE SOUTH 88' 04' 53" EAST, 148 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED MAY 16, 2007 AND JANUARY 25, 2008 ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HORIZONTAL DATUM - BASIS OF BEARINGS NAD 88(91) THE BEARING OF THE LINE BETWEEN THE WSDOT POINT ID NOs 136 AND 1384 TAKEN AS SOUTH 44`36'58" EAST, BASED UPON NORTH AMERICAN DATUM OF 1983(91) VERTICAL DATUM - BASIS OF ELEVATIONS NATIONAL VERTICAL DATUMOF 1929 = NGVD 1929 NAVD88 = NGVD29 +3.42' PROJECT BENCHMARK NGS N254, TAKEN AS ELEV. m 28.606 FEET ESITIMATED EARTHWORK GUANITIEB: CUT n 600 cy FILL 4,600 cy CORRECTION T%oi 333 D C CODE U 0 as m 00 0 `c,, w cNI c.4 0 R E C 1 I 'i7 E iE. : 5 APR 2 2 2008 PERMIT CENTL.I-. ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFUCTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 U) En 0 0 0) 0 m N 0 0 LIS w N ¢rte Q 00 a) c\1 < CO LC) DJ 0 z CNI 0 0 0 0 m 0 t 0 0 c i a § CC CD Lit co co v Q tu 0 w .B 0 r w Q v z ▪ w L cgt z w c Z 0 • v) 0 0 0 0 0 0 CO Ln CO • v 0 0) Go Go OD 0 0 0 Cost: RErANtNG WALL CHtl?NUNT T' t.' 30 \ \�' \ l FND * SA l N l \\ AND WAJii@.R ';i '1500' STORM SDM €', Ri ;.i ":::26,42 NO TEASURE?tiiENT " 13;AE E) SAWCUT LIE (TYP. )C' SIGNS TO EMOVED X 2 4.65 i Th { "'\ :I. 1 PARCEL NQ 95 ECE TO BE / •aEMOV ED_ r . 6 T O f _ __•..v,� KF� J N = r> ' B RE OVE - r � 2 j ...._,.,.£ • 55 �.� X 2h 424 p260 a5 a UP: AE 2 N0 1 6.2 X26.20 .. ..,.j., ,�,'..... \ \ y /OVER} ANO t3 €! .` im --� f ,. — 4 — 5.05 4 a'`X8" WOOD BOLLARD WATERLINE ON BRIDGE- - a 'R IC:URE ;WRrARf UNE' ON R Ri X E •°-' ,St RucTuRE BRDOE ST; )t URE- CLEARING LIMITS EXISTING SPOT ELEVATION SAWCUT LINE EXISTING ASPHALT TO REMAIN EXISTING ASPHALT TO BE REMOVED SANITARY SSMR 1E G" FM W= 23.0£ ... IF'. IM FND RAD RWL € 950,4W STORM istB3Eit?i.t: 1 }: {Y' LUNG i r Iv 30" CONS' : i !# WAS' CONC. CATCH BASIN rfPE, I R1M -24, i 7 .. 1E 6 CO NC SW =21.87 WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.Mm 0 180111 DEMOLITION PLAN CARA R,ASIN TYPE tt€MW2 , €I.i ® m.o:arsa. s. ®o. .r�. r PLOW BOX CLEARING LIMITS (TYP.) EX. SIGNS TO BE REMOVED EX. FENCE TO BE REMOVED EX. BLDG FF ®26.8± PARC No. 94A M1SC GDX"`", 26W R S ;AtM YS J .. -., � •�\ a .. 11 M `.... 9 6`. F :s . SSMH g' PVC e =1 IE 1e RYC I\14:1 ,7:; FIRE DEPARTMENT <,rA ) P1PE C1T 1616 €€`: TYPE 1 n:•: 6' 61 EJP.EFICE:.= =12..49 MEEC WC€N SSMN J 1 Tin €.rtt; PVC SE , ..2.,‘.0D .,‘.UR FMG2' BRASS DM €`,t: NS' \..V AT THE NW CORNER O." T-;0 1 SUlH ST. AND SRERRt DR. ' zl 1 i`.Efa G4EJf �'Y S at aj POLE Si;;R. . ..1 16()X 1.11M1NAIRE r STE<t> BOOL"EM. • lii - ?.5, ta. ?' Y'L I o n®.� ®��.� .®. � .m...o...- .. .,. d III 12" { U C ;;rw.r 4.9 .: 1 1 CATC F PE t 1 IC 1 . fM E 2 &.4 1 1 f goRM W MH 3Q" COhI:::'d -13.75 iU G° CONS 5 15.35 \.,f WATER `tat °dC II II II fNS tx` r� A:RJ',ND p . AP SUT L U5LE I I 2 5,;35 1' r I 1 .i t QWEil` VAULT EX. CURB TO beer REMOVED SAWCUT LINE (TYP.) irip 25.1 ( .. X 2g3t { s = J ,< 5'ANITAi;'{ � \ REM::.30,G2 E `13 .22, 6"f SE. ,-. M"22.57 AND CA:; StGN \ --ADDRESS 31GN - - VW EX. BLE\G 1 5i92C 5i :o � k.U1F : 9:: 6. :at) PARK.€t7;ts - SIG;, FB x 26 n0 1 ©0� HIGH 12 1'E'l'E ESMT ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. 1 f 7 = 0 1 20 40 AIWA HANDLING STRAP EROSION CONTROL CATCH BASIN INSERT NOT TO SCALE ,3: 2 5 . 23 x24 t0 / :4' FF -26. PARCEL No. 95 5 SILT FENCE PER DETAIL THIS SHEET(TYP.) ( .. 1.43 } 5 ' i 1111 JEEP X13 VAULT ►'-'sue\ .4-- E` c < C ^N - 1 Y r -T i L) ETA L TH S s I1 ax i,3ES{; + :p :.., PHASE 1 1 E IS SHEET (i') , 4'451 .. , 25 :16 C ONC EQ DA RR E.A5EM F RC. LEO €;3v`EMi) :: ii Si KERS MISC, �s x 2 L: -wi __ ______ __ 57.. .,.... ....- _._-..-. ..,.._- ,,.-. -_._- _-7-_ \ :.....-._ ,,,,,,,,,,,,,_-..-, Tz __- _ _. ..._1-7_-,_7.„, ,_.,-..... , _1 / ____ �,, > " , 1 rf p` F X7'" 1 '7 r>��l `1 T°i`f t 1" °r"f I "1'"1777 -"t F ., :``. µ ' -. fF I 11afT 'iT �l / 1 1 P x249 fi3 i `'�;2�F2P.{i l y3. It EMPOR CONSTRUCTION LI . ` 544.". a , i. >ICE ! � ' x 2 4,65 NTRANCE PAR DETAIL THIS SHEET f.. OWE R .pox AC, :5 INLET PROTECTION PER IL THIS SHEET (TYP.) SSMN 1 RIM 26,<02 €i. 8' PLC 1 ; P C1 .19,78 FIRE DEPARTMENT ... STAND PIPE \ 1 1 MIS( SIGN .'..\ '\ 1 (L DEPA TE;NE€l \ "STAND J 'lE'E 26.8 NWT; (; A 1E^dEt' `� l amci \: Y SSMr1 RI = :9:32 IE. 12< Sw2267 IC 12 W=22.57 •Ez BASIN TYPE 1 e'a. m.. .ma...® a ®®...,.. .d .., ®.a. - = ,,,tpvi::R L�4;LY • . 1 L A; III ta CM MO MO J \ n 1 1 n 1 - 1 \ n - --� -�r 1 It 1 0 1 \ 1 1 �11 n g CLEARI G LIMITS \(TYR:} \ `v Di TYPE I ASPHALT ;)ARK N: - c :<c €tETAININ1.1 Q x 5y6 \ `v \oo w"{Qt'iM SDMH RIM: «29.42 €4C s :KA:ROAD:ITS (VALVE) W, 3 6 > \ . \.?;1 \ ND MAC TAIL ti \ AND A SHER ,. \ \\ \ \ ES "15076" \ � ` 4 . \ \ eX15 W 80 INSERT SHALL BE DIRTRAP, ULTRA DRAINGUARD OR APPROVED EQUAL OVERFLOW PROTECTION \ \`s WON-) \ \. "" WARD "".ty i \ t0JL MSC. SIGN --_ WATERLINE SITARTDIRE SEDIMENT COLLECTION DR1CCE STTRUC SAMTIARY 1 e- ON EINIDGE STRUCTURE SKIRT HANDLING STRAP \ \ \ \ i \ \ \f 1 .S ' -AN S M¢h RIP ,„ :50 .4 i f E i?" FM W=2100 s tl ENO MAC NAIL / AND WASHER LS "1.604 -CT•: MATERIALS OF CONSTRUCTION FABRIC: APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: DIMENSIONS: SKIRT: SOCK FILTER /SEPARATOR: DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS CATCH 8ASIw TYPE i f - n € ='1.4.17 1 f iE 8" CO :1C S 5 -21.8 - SILT FENCE CLEARING LIMITS TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN INLET PROTECTION EXISTING SPOT ELEVATION LEGEND: =0. .' 2 5.54 NEEDLE PUNCHED NON-WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. INLET (CENTERED IN C.B.) 80 US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 85 LBS 110 GPM/FT2 0.38 CM /SECOND 24 "x36" 10 "Dx24 "L (SO. 180TH r t4D k" fi' C:)NC C ;,4t? s`37 t LEv, 1 f c 1 ERAS. 1;,E 2'�4 �) A !C= f TACP: €h rf 5 8 .. r 1 ` � t r' f�.1Li.` EG f�,,vr': MAR sic COW: g! i c :> TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST WM. \ '57 46 SIGN •... NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. CLEARING LIMITS (TYP7)m - 2' l 1 IC 30 0!: Fes . R =25' MIN. 12" 4 " -6" QUARRY SPALLS ,.CATCH BA- N TYPE R1),4=25.05--- lE 8' CONIC s.22.55 . 14 61 EROSION C .IHAINLINR FEN:. g5 t CATCH DASH lyP'E 1 1 6" ii GRIF10E- 2274: �25.g F1U) 1 o� SK IN COW: \\_,, AT E N:// 1 d CORNER 1 50. 11301H Si" AR0 SP :R 0 OR. r?1�1 m z� r:rdu F}tjt€ SIGNAL. ;-t(',1 {' •Ssox f ANFAR ' S SMH RiM 29.33 l$ 1 ! 6:" S ' 3 1 -STORM MANHOLE. 1 t 1 1 MEASUREMDDS f ;D300 ,E RINGED 1 � r.. WATER MIA KZ 05 25. i pf_•.RTME.N`: i I STAND PIPE AND S I x25 t2 wA,TER ,A}.vEr I 51150 < SGt1 ... E ,tMI} • 8" r`iC NNu n 04 1E 8' PVC SE�2 ,+i3 NTROL PLAN Y 4 4P,4 '41•` 414 ,. r Are :$nti #1 rtire:411t. I ' il II .111 1 II ICI MIN, 4 "x4" TRENCH -' 1 1 7 11 LLIMI€J RE 5.5 5 E 1....1 001.1. 010 2 "x2 "x14 GA, WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED FILTER FABRIC MATERIAL BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL 2 "x4" WORD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT : TOP 6th i 6' MAX NOT TO SCALE C PAR1„ NO SIGN ajoi lift MIN. 4"x4" TRENCH JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTATCH FABRIC TO POST 2 "x2 "x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED (POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED) 2"x4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FABRIC FENCE 11 ASPHALT PA5K133 x 2 PGO7 333 FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC .SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. , CLEARING LIMITS (TYP.) \ . 1'14,61 24, 100' H1G 1 ■ 1 ■ ■ LW BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN E.S.C. MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS AN LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMFITEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT- RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE E.S.C. AND SHALL INSTALL THE DOWNSTREAM TEMPORARY E.S.C. MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT E.S.C. MEASURES. 12. THE PERMII ILE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF' THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (E.S.C.) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (E.S.C.) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN E.S.C. MEASURES ACCORDING TO THE E.S.C. PLAN. 4. E.S.C. MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 20, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: GRADING AND EROSION CO OL NOTES 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. c, a b. 40' RNER ZONE 1 K 22 ZOUO PEI1MIT CENTEI STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS REPRODUCED WITH OUT FOLLOWING INSTALLATION OF E.S.C. MEASURES. EXPRESS WRITTEN PERMISSION BY CRAFT OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS ARCHITECTS OR WELLS DEPARTMENT PRIOR TO MODIFYING THE E.S.C. PLAN. FARGO. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE E.S.C. PLAN. CONSTRUCTION SEQUENCE 1. PRIOR TO CONSTRUCTION, OBTAIN ALL APPLICABLE DEMOLITION AND CONSTRUCTION PERMITS. m 0 ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE 2. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTOR, GREG VILLANUEVA (206) 433-0179. 3. LOCATE EXISTING UTILMES AND INITIATE COORDINATION WITH APPROPRIATE UTILITY AGENCIES. 4. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PIANS. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. 6. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLMS. 7. CONSTRUCT WET/DETENTION VAULTS TO ACT AS SEDIMENT TRAPS. 8. CONSTRUCT INTERCEPTOR DITCHES/DIKES AND ROCK CHECK DAMS WHERE SHOWN ON PLANS. 9. INSTALL TEMPORARY CATCH BASIN INLET PROTECTION AS SHOWN ON PLANS. 10. A TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF TUKWILA R.O.W. CONTRACTOR TO COORDINATE WITH CIIY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN R.O.W. 11. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 12. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 13. CLEAR AND GRADE SITE AND AMEND E.S.C. FACILITIES AS REQUIRED. 14. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MAKE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 15. virrti EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUSH BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 16. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 17. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 18. MAINTAIN E.S.C. FACIUTIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT-LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY. co 0 0 Er w co 0 0 se CC D CO gcr W CO ht 0 03 ,zr ea CO 0 0 0 11 CO CO CNI HAUL ROUTE FOR IMPORT OF PRELOAD USING (5) TRUCK AND TRAILERS: START: FROM HIGHWAY 167 NORTH, TAKE THE SOUTH 180th STREET EXIT TURN LEFT ONTO SPERRY DRIVE. END: 18035 SPERRY DRIVE TUKWILA, WASHINGTON 98188 EMPTY TRUCKS WILL RETURN BY SAME ROUTE. PHASE 1 ESTIMATED EARTHWORK QUA. ES: CUT- 600 cy FILL- 4,500 cy GEOTECH REPORT PREPARED BY GEO ENGINEERS FOR "WELLS FARGO TOC ANNEX" DATED APRIL 17, 2007. GEOENGINEERS, INC. 1101 SOUTH FAWCETT AVENUE SUITE 200 TACOMA, WASHINGTON 98402 (253) 383-4940 1 " = 40 ' 20 40 a /4fy / / \ f 0. S# N,,,, /. / / NEW CB #4 / / /TYPE 1 ` R4=25.4 / I _2 0,40 C ;,.,1 P RIM - 6.0 IE =23.33 PROPOSE LOT LIGHT PER L CTRICAL PLA 58 (5 ' S /DRAAIN /MH \\..\ \ \ TYPE 2448 ` \\ \\., `\ \\ \. " \:� , \\ ,/ R 26.5 \ /1E7 ;22.11 \ \ \ \. \ \ / 12 3T - 6" PVC -- R0 DOWNSPOUT COLLECTION PIPE 267 US SHELTER EX. 15 WIDE vovE t# ; \;dr UTILITY ESMT. I j(REC. NoC:;634 859) P 100 LF 12" Cr . OPOBED ® LDG. FF -26 ® 0.5:% FARCE N�.1 95 26.0 3E 1 fie -- CONC IPA€, ;,. , l 5c .. GAL 4..d(,I • MISC S#yb•' D ENTION /WATER QUALITY WET VAULT (88'x20'x8' DEEP) MAX WS EL =22.75 STATIC WS EL= 19.75 BOTTOM VAULT EL =15.25 c PARCE\ NoFET 10 LF 8" 1 \. :C.PEP ® 44.0% A NEW CB #5 TYPE 1 RIM =25.4 € IE =2- EX. BLDG ,,AR ,, -- a , R PROPOSED LOT LIGHT PER ELECTRICAL PLAN PROPOSED LO1c LIGHT PER ELECTRIC4L PLAN \ y \ \,. c: SONG PA,D RIM - 326.0:: IE: i4" .':C S-µ16M7 .. RM DRAINAG_ A FIRE DEPARTMENT ..... STAND >A`_ \\ 1 €A# SC S GN \ WATER VAULT - \,�' •TRH t'tE:PA;T SENT \ ' 3Trti' }c) PPE MIS E3O \ t ABI NET }`\ 2 LF . 12 i'PEP . q • a 3 1 ±. , ., r:re , ••21 t ; I } { POWER 2_5,50 KiNi SiGN ', T< f \\ PHASE 2 (UNDER SEPARATE P FM ) .. 25.9 \. 2 `;.9 - -- 25.9 _2" El 27.0 C: ?)NC RETA1Nt 1 W.31•••• PRELOAD NOTES: 80 STORM ' DM^# R #b #- -49.42 Nv" MEASUREMENTS --- - , PROPOSED LOT LIGHT PER ELECTRICAL PLAN 1. PRELOAD PAD ELEVATION SHALL BE MINIMUM OF 3.5' OVER FINISH FLOOR ELEVATION AND SHALL BE 4' IN THE AREAS OF THE ISOLTAED COLUMN FOOTING AND BELOW THE VAULT AREA. USC. SIGN -- BOLLARD ` WAIERLINE ON BRIDGE---, ,:...,,.. i #11.�C 1RE. E R €1)GE QTRUCT _.��_. BRi); �TRUCT• RW _.� ' SAS'T:Nl;`t` LIN#: ON L:'t€€GL' s'Tf;c�Ttls��: 2. THE PRELOAD MUST NOT BE PLACED WITHIN 5 FEET OF THE EXISTING BUILDING. 3. EXTEND THE PRELOAD AREA TO 5 FEET BEYOND THE EDGE OF THE PROPOSED BUILDING AS SHOWN. 4. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORIC SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION, WORK SHALL BE HALTED WITHIN AN AREA LARGE ENOUGH TO MAINTAIN THE ARCHAELOGICAL INTEGRITY AND THE CITY AND STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND THE MUCKLESHOOT TRIBE SHALL BE IMMEDIATELY CONSULTED. 5. CONTRACTOR /OWNER IS RESPONSIBLE TO TV THE EXISTING SANITARY SEWER MAIN ALONG THE NORTH PROPERTY LINE PRIOR TO PRE -LOAD AND SUBMIT THE RESULT TO CITY. IT'S THE RESPONSIBILTY OF OWNER /CONTRACTOR TO MONITOR THE OPERATION OF THE SANITARY SEWER MAIN DURING PRELOAD AND BUILDING CONSTRUCTION AND MAINTAIN SEWER FLOW AT ALL TIMES. ANY DAMAGE TO THE EXIXTING SEWER PIPE SHALL BE REPAIRED AND RECONSTRUCTED BY DEVELOPER PER CITY OF TUKWILA STANDARDS. A TV MONITORING REPORT SHALL BE SUBMITED TO CITY AFTER FINAL CONSTRUCTION TO INSURE THE PROPER FUNCTION OF SANITARY SEWER MAIN. WA: Eft \ , : \\ \1 \ .. '''..4\ t , .. \I E 4G kF' 1 \ \ \ I 1 >' '\ f \ SANITARY ,'Skid IM._30 4 1 " r fig fd- 23.0C' D t> }tiG •'. b) €. it MD W:.aE1t:T:' €.S• "15.146" NEW TYPE 2-48" SDMH <,\ WITH SOLID LID tiF RIM=26.1 IE =19.25 g 4 PROPOSED LOT LIGHT PER ELECTRICAL PLAN 'STORM MANHOLE /-4E n:. CQNC NMz =20. CONC E=1#5,01 1 (Arai BAS:N 'f'C'E: # \ \ #.B # #AP :- REC -_9. Q882 q [1 1 41 L�I L CPEP ® 0.5% PROPOSED LOT LIGHT PER ELECTRICAL PLAN PROPOSED LOT LIGHT PER ELECTRICAL PLAN SPECIAL NOTE: THE GEOTECHNICAL REPORT PREPARED BY GEOENGINEERS FOR THIS SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE REPORT FOR THE SITE BE OBSERVED AND COMPLETED DURING ALL PHASES OF THE SITE PREPARATION. ANY PROVSION OF THE REPORT WHICH CONFLICTS WITH INFORMATION SHOWN ELSE WHERE ON THESE DRAWINGS OR WHICH REQUIRE FURTHER CLARAFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DETERMINATION. CONTRACTOR TO OBTAIN AND KEEP A COPY OF THE GEOTECTNICAL REPORT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. END •3'`X4" GONG ' AND TACK i• CASE PAISE,, gaf MARKERS WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST WM. 'S}::f; Pmi -NT ''I;fP`,:;_Eic; PROPOSED LOT LIGHT PER ELECTRICAL PLAN GRADING AND STORM DRAINAGE PLAN c Y :r f'iAS €N 'TYPE 9 r + (80. 180111 8 LF 8" CPEP 0.5% SASS S C -- ET) CS \si:€i ,. °E(d 1;:: BONG Pi-'25.E;5 IE _ CONS , .24. 6C: ;YC=R 2,.AHHOLE M6 GONG 1' 3 1 I 1i 11 G G MIS., s °idP2 I \ 1� :WS: W :IRE CAM': BASIN TYPE. ': iE 6' DI OT: €ri E ?2, S:GNAL. Pair, 1 > SAN SSMH 1 : _ ., 1 If: 1:?" i iE ." 1:::2,13 1.. NO mEASUN :fa`:t.i Ti5 } #i<::k: #.E: RIN ;E ) J - 's1€:4T':;:1: AI NE (2) 1: \ , , , 2 Y i 8,. PVC NW w20,04 \ „t f''.! €: 2` ERAS`') Di `,1i :#ti GONG AT THE' NW CORNER OF SO of }': ST. AN;; r+r z� ,J� 7:. \,v DR, STO • rca BOUM €E: •12." F 12 W-322,57 •u.�n._w . , a.N....w • i : ' °' FIELD LOCATE EXISTING `, HORIZONTAL AND VERTICAL LOCATION OF EX. STORM DRAIN INSTALL: NEW CB TYPE-2 WITH SOLID LID RIM =25.5± IE-21.5(FIELD VERIFY PRIOR TO INSTALLATON) •I.9. COM; 12' i:f.+;.., ##gORM •DMff 2M29. S 50" €2,•€* . # 1 ' f f \\ HAN :C.AF E i2 BOLLARD "'' /%1 ;'£a; SIGN ,r,fd:3sat 1 IE =24.6 \-• STORM DRAINAGE DETENTION /WATER QUALITY VAULT (20'x54 DEEP) BOTTQFMM VAULT EL 17.0 STATIC WS EL =21.9 MAX. WS EL =24,5 12"0 CPEP \ 80 LF 2' WIDE GRASS LINED SWALE 11.0% EX. BL NiiiPHALT PARKPIG 180 LF 2' WIDE GRASSLINED SWALE © D.50% SLOPE 'i: i'TG ?T" 3A IN T?''PE € "" E Y3vfdC� W623.33 i AS €t ■ 1 ■ ■ 1 i INS,� LL CURF. BREA FOR UNOFF CONVE A,NCE 0 S: ALE 333 ■ I rg ',,,,:,\:\,..:',,,,,,. , \ \,,, I kIt 'l l‘ . ,, „ :, ; ‘ \v..i.,11, 3 3 •.. 1 , 1 , ' di.: , c-?1 vo ■ ■ ■ BOTTOM $0 RECEIVE APR 2 2 Z008 PERMIT GENTE APPROV ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. co CO op • 1 24" DIAMETER MANHOLE ACCESS (TYP.) PP 441. 4116. 411 CELL 2 58' 5'x10' REMOVABLE GRATE 88' REMOVABLE PANEL MADE OF STAINLESS STEEL, WOOD, FIBERGLASS OR PLASTIC 30' CELL 1 IE =18.0 IE =17.75 --- 12" IN A 20' N 14.46 MAX. W.S. EL =22.75 CELL 2 STATIC W.S. EL =19.75 0 BOTTOM OF WALL EL =15.50 PLAN VIEW SCALE: 1"=5 nV • • V _ A V . V n AV AV STORMWATER VAULT SECTIONS AND DETAILS 5'x10' REMOVABLE GRATE SECTION B B /, // \ / / \ / /, % / \ // \ %i \ / / \ // \ V'v V • V V SCALE: 1"=5' H 1"=2' V v P /, / i� i � %\ %/\ %/ \ \ / \ � %i \ j /` \ j\ / /fij v d dP TOP OF BAFFLE EL =20.75 BOTTOM OF BAFFLE EL =16,75 APPROXIMATE PROPOSED GRADE NOTE: v V CELL 1 V v EXCAVATION FOR THE VAULT WILL LIKELY ENCOUNTER GROUNDWATER. ACCORDINGLY, TEMPORARY EXCAVATION DEWATERING WILL BE REQUIRED. SOFT, WET SUBGRADE CONDITIONS ARE LIKELY TO BE ENCOUNTERED IN THE VAULT EXCAVATION. 12" DIAME I LR VENT (TYP.) ALL FOUR CORNERS 8" IN IE =18,0 BELOW THE BASE OF THE SLAB ON THE STORMWATER VAULT, GEOTECH RECOMMEND PLACING AT LEAST 24 INCHES OF 2 —INCH MINUS CRUSHED BALLAST ROCK WITH A GEOTEXTILE FABRIC FOR SEPARATION BETWEEN THE NATIVE SUBGRADE AND THE BALLAST. QUARRY SPALLS ARE AN ACCEPTABLE SUBSTITUTE FOR THE BALLAST. IF QUARRY SPALLS ARE USED, WE RECOMMEND THE GEOTEXTILE FABRIC NOT BE PLACED, THE SPALLS SHOULD BE CAREFULLY TAMPED INTO THE BOTTOM OF THE EXCAVATION TO BRIDGE THE UNDERLYING SOFT, WET SUBGRADE SOIL. A / / / / \ A. v • V h p V NOT TO SCALE PAVED ROAD SURFACE BOTTOM OF LID ELEVATION =23.25 MAX WS EL =22.75 PIPE SUPPORTS: 3 "x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL MAX. 3' -0" SPACING (MIN. ONE SUPPORT) CLEANOUT GATE: 8 "DIA. SHEAR GATE VA LT ACCESS memomigni 12" CMP 2'MIN. 12" SD IE =19.75 FLOW RESTRICTOR RISER - WEST VAULT APPROXIMATE PROPOSED GRADE SECTION A -A SCALE: 1"-=-5' H P V V ' V \ /> \ / / .\ //. MAX. W.S. EL= 22.757 STATIC W.S. EL =19.757 EL v VARIES ?GOi 333 12" CMP STANDPIPE RESTRICTOR PLATE WITH ORIFICE DIA. = 1 15/16" 12" MIN. FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER FOR EASIER ACCESS \{. BOTTOM OF LID EL =23.25 BOTTOM OF WALL EL=15.50 APR 2 2 2000 PERMIT CENTEh REVIEN CODE Co Mp NC APPROV 3 2Nti CitY 001011 WILD %SIM ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. O N CO 00 Cs! I N co co 00 ▪ w z U- 1 z Z W S - z • w z wh y 0 • &) 4_ 0 x J 0 U () • / / ;N.A'iUN< FE':U� ! , .\ '\ ti .` • \ U lNNP: ENO MAT `NL L> "15046' TORM SDMH IiE.S`Oi`E'; _ IN LV .) - EX. 15' WIDE UTILITY ESMT. (REC NO. 6341 859) I I I PROPOS PARCE N� 95 B ! `, � 1 SSCO RIM =26.5 IE =23.4 1 1/2" DOMESTIC WATER METER W/ 2" SERVICE LINE AND RPPA IN A HOT BOX PER E?ETAI{= SHE€r — 3OLL A;tl: wAl):.RUNE ""`NC ,; _; VAI.NE ...i WATER \ iMAR \It StD REC. NO: - -- Lk. i6" — W 1 ` j ` ANiTARY LINE. „XP.. - g , .... n�i- slr-/ „,/ EC U , * f »4ThR' SSMH ?!ri 3t 4 / / IE 3 FM N.22.8% IN MD hsAI3 NAIL 1 -AH14-- hi:A.Ad R •J LS "15:346:. / CATCH EASE,MEffril ;. ' 0 ' -9908261 ,544'” c {, :. <, STORM MANHOLE #.E � 'F �.r?3vn :' �••zizs: e 1E E0" CO CC E.15.01 3i`, 3f`:•' CONC NW S:N) 4 "x4° CONC An.) Y CK vA E ? ° 1 fir° E' AVEM i " MARIO:,S �- el / f \., \ INSTALL: 1- 10 "x6" TAPPING TEE (FL) 1 -6" GATE VALVE (FLxMJ) 16 LF 6" DI EXT. 1 -5 1/4" MVO FIRE HYDRANT ASSY. CONC. BLOCKING ,p i E) P' :3ED PAVEMENT MAF ?K% <i d ti3 IST PAVEMENT MAR i <..RS WELLS FARGO ® CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. (s0. 1801 s '51ORM MANHOLE 1E O ONC s 1 ;.e4 WATER AND SEWER PLAN EXISTING SANITARY SEWER MAIN TO BE REPLACED WITH 12 DI INSTALL: 1- 10 "x6" CATCH A,l,l TAPPING TEE(FL) 1 -6" GATE VALVE(FLXMJ) CONC. BLOCKING .d m.., � m m.am m. r, mm..md® FARCE\ No. 94A misc.; P3rx DOUBLE DETECTOR CHECK VAULT ASSEMBLY t > oepARTmENT y,• � SSoH 12 PVC N,...19.78 Eiz ..Ds9matet -_ STAND PIPE T \ PPE y, L CifEd7 - ' \ \ \ ` 1 /LVi' \ CATCH \-‘61N T'iPE I Fz <f b�4�77. 1 F• )! URIFI4 ' 22.41 E C s ., 1 i 1T ?;ShP l 1 / `is 1 • Lt 99 1 1 1 . i€ i • X 71 t !F IE 6 S °22.1 1 / I tRhvi +a P :I:: j N() ? i ; 1" DEDUCT IRRIGATION METER W /DCVA BACKFLOW PREVENTER E 6' WIDE EX. SIDE WALK FND 2' Es. A SS )i:31( iN CONC r ' 't , ... 1 ,_ ? R OF q., / 1:3 ;yrN Pt'. AND .`5PERRY DR. PO. I.;. WL` .i 37) NINO COUNTY in NA 1E OX U, 1 POLE LU�Pii�St { {h 6" PVC " •- SIDE SEWEt ' 2.0% MI.N. TAW SAIH 30 Ct%41(: 1$: r;i :3. ! t:S:rdi: t3 iP.351 a � NOT :.u311-31.;;.....•.. " a F • • '. ..a. . SRFi { K ; rLPM SLMH \ �1:�. d'1'CH 3s \$ i(E. •: : ? liK1 12" .. 1 L +mmmmm l r , dLAEi;l? E1tE . 1Y ! B � ...... " CON C �. d EXISTING \ BLDG. CALK LANDSCAPiNQ .� ......:.. 4 • . {.F, t SFy °-'.0 1: "`^- ..•.....,.._ .....:......._._ .... .ems _ ._._ .. PHASE 2 PARKiNii c:A; {3A —'IN TYPE I ASPHALT 'SP HALT «- 100' HIGH IMPACT ZO p601 - 333 CODE. CpM �� APPROV �uN - 3200a City © 'u�� rla V•I MILD% ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. Size 2 MM 6'' 3" 10" A" 32 4 33 V 34 %4 ® 56 A 55''74 6" Check Valves 2 W-6" Glass - Filled Nor Check Valves (8" -10 ") Bronze Springs Flanged -end bod 17 17 16 Y 27 29 4 NRS 11 / 12'/ 11 ®� 26 Y. G OS &Y 0 n 17 ® - El 38 46 D 9 9 M 10'44 10'V, E 7 /V MI 13''A 16 F _ 34 1 38'/. 39'4 INI 9 4 69''/ G 28 A 1 4 '/. 45 1 /+ 51 4 H 19'/4 20% 22 V. 25 %s "43'. 39 Cocks NPT V M Test 'A 4 'i, Net Less SS Valves 89 107 440 490 Net WL (w/ OS &Y shit -off valves 237 419 940 1340 Net W t. (w/ OS &Y .. MEI valves & elbows 221 312 1713 Part Name Material Body (mainline) Epoxy - coated (FDA) Ductile Iron Bypass DC Bronze Covers (2 '/�" 6 „) Epoxy - coated (FDA) Steel Covers (£3 " -10 "} Epoxy- coated (FDA) Ductile iron Check Valves 2 W-6" Glass - Filled Nor Check Valves (8" -10 ") Bronze Springs Stainless Steel Seat Discs Chloramine- resistant EPDM OPTIONS 1 SUFFIX DESCRIPTION rri Less ball waives (UL Listed) With ball Vahes (standard) iT2 T2F with SAE dare test cock fittings (3/4" & 1" only) T2U With ball valves; "U" flow With ball Valves; „" cow R.L With ball valtes; lacking lover handless !T4 With union -end ball vahes ,TALL 'T4U With union -end ball valves; locking lever handles With union -end ball Valves; "lr' flow CITY OF TUKWILA WATER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433- 1850). MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLE.I E. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NO SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE WATER E MAIN DISTRIBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL CONSTRUCTION 15 COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL THE NEW WATER MAINS HAVE PASSED ALL PRESSURE AND PURITY TESTS. 8. WATER MAIN PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL WATER MAIN PIPE TO BE CEMENT LINED, CLASS 52 DUCTILE IRON, CONFORMING TO A.N.S.I SPECIFICATIONS A -21.51 ( A.W.W.A. C151 -76), OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO A.N.S.I. A- 21.4 -74 (A.W.W.A C104 -74), OR LATEST REVISION. B. PIPE JOINTS TO BE PUSHED --ON, MECHANICAL OR FLANGE JOINTS. C. ALL WATER MAIN PIPE FITTINGS TO BE CEMENT LINED, CLASS 250 CAST IRON, CONFORMING TO A.N.S.I. A -21.10 AND A- 021.11 -77, OR LATEST REVISION. D. ALL WATER MAIN PIPE BEDDING TO BE A.P.W.A CLASS "C" E. ALL WATER MAIN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PLANS. F. ALL WATER MAIN TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. 9. ALL WATER MAIN PIPE 10" AND SMALLER TO MAINTAIN A MINIMUM COVER AT 36 INCHES BELOW FINISHED GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 10. ALL WATER MAINS SHALL BE PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WASHINGTON STATE HEALTH DEPARTMENT AND CITY OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF, AND UNDER THE SUPERVISION OF, THE CITY ENGINEER AND /OR HIS REPRESENTATIVE. 11. CONTRACTOR TO PROVIDE PLUGS AND /OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE IN. 12. FIRE HYDRANTS: A. ALL FIRE HYDRANTS SHALL CONFORM TO THE CITY OF TUKWILA STANDARD PLAN NOS. W -3, W -4, W -5, AND W -6. B. ALL FIRE HYDRANT PORTS SHALL FACE PERPENDICULAR TO CURB AND TOWARD DRIVEWAY AS SHOWN ON THE PLANS. 13. DOMESTIC WATER SERVICES: A. ALL DOMESTIC WATER SERVICE LINES TO BE TYPE "K" COPPER, STANDARD GALVANIZED, STEEL PIPE, OR PVC PIPE. SERVICE CONNECTIONS SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA STANDARD PLAN NO 202 OR NO 203 (DOUBLE STRAPS AND CORPORATION STOPS). B. METER BOXES TO BE INSTALLED BY THE CONTRACTOR. C. METERS TO BE INSTALLED BY THE CITY OF TUKWILA. 14. BUILDINGS SHALL NOT BE PERMITTED WITHIN FEET OF THE SPRING UNE OF ANY WATER MAIN. 15. ALL WATER MAINS NOT IN PUBUC RIGHT-OF-WAY WAY REQUIRE 10-FOOT WIDE EASEMENTS TO THE CITY OF TUKWILA. 16. ALL FITTINGS SHALL BE CAST IRON OR DUCTILE, WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND BE THE SAME THICKNESS CLASS AS THE PIPE USED. 17. UVE TAPS TO BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 18. ALL PIPE FITTINGS TO BE LISTED AND LABELED U.S. FOR FIRE SERVICE; INSTALLED, TESTED AND FLUSHED AS SPECIFIED BY NFPA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CITY OF TUKWILA. CITY OF TUKWILA SANITARY S R GENE ,. NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION." WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. TT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF- -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILJTY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 - 422 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHiCH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, LAMPED, AND ACCEPTED BY THE 8. MANHOLES AND LIDS: A. ALL TYPE I - 48 -INCH MANHOLES SHALL BE CONSTRUCTED PER WSDOT /APWA STANDARD DETAIL B -23A, WITH ECCENTRIC CONES. B. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING LIDS. D. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS. 9. SEWER PIPE, BEDDING, AND TRENCH COMPACTION: A. ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: 1. P.V.C, CONFORMING TO A.S.T.M. S -3034, SDR 35. 2. DUCTILE IRON, CLASS 50, CONFORMING TO A.W.W.A C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: A) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND B) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL BE A.P.W.A. TYPE "F" WITH MATERIAL CONFORMING TO SECTION 9 30.7A(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.T.M D- 1557 -70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A. SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 2.0% MINIMUM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED. IF NOT TESTED TOGETHER, PROVIDE R VIDE TEST TEES AT SEWER I CONNECTIONS. MA N C. BUILDINGS WITH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE OF THE FOLLOWING METHODS: 1. DOUBLE 6 -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO MANHOLES. 2. SINGLE 8 -INCH DIAMUIER SERVICE WITH CLEANOUT, CONNECTED TO TRUNK INTO MANHOLES ONLY (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS). D. ALL LATERAL CONNECTIONS TO SEWER MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE. 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH THE A.P.W.A STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER LINE IS AT LEAST 36 INCHES BELOW THE BOTTOM ON THE WATER MAIN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWILA. 15. CLEANOUTS SHALL BE PROVIDED AT THE RIGHT -OF -WAY LINE FOR LATERALS ENTERING THE PUBLIC RIGHT-OF-WAY. CONSTRUCTION (VOTES AND DETAILS CITY OF TUKWILA STANDARD CONSTRUCTION NOTES; PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1 - 800 - 424 - 5555) FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: NIGEL STARR /FOUSHEE 84_ ASSOICATLS DESIGN ENGINEER: DAN B/ _13PRcHI SEN CONSULTING ENGINEERS OWNER: OTHER: GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206- 433 -0179. 3, REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMTT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY , EASEMENTS, AND ACCESS TRACTS. CON UCTION NOTES' 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTiON CONFERENCE WITH THE CITY'S INSPECTORS) PRIOR TO BEGINNING ANY WORK. 3, WORK IN ROADWAYS 1. A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: UTILITY NOTES: PROVIDE PVC DRAIN --- ---- -- AT PLANTER LOWPOINT B. PRIOR TO ANY ACTIVITY IN CITY RIGHT - - WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. a 7" 4 N. e ASPHALT 4" MIN 1" EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE PLANTER GRADE PROVIDE DRAIN ROCK AT PIPE END IIMENSIONS (in.) - WEIGHTS (lbs.) Noinhal dimensions areshoein . Allowances must bemade or manufacturers' tolerances. FLCW CURVES N G »• 0 16 14 12 10 2" COMPACTED DEPTH CLASS 'B' AL, PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2 -1/2" ATB o )c1 0000 0 0 0 o C« UI cam° d8o non Dc0 0 Q0� Op 00 0 TYPICAL PAVEMENT SECTION NOT TO SCALE (0) Rated flow IMINISMIM11111111MISMIll MININIMMINIMMIN NMI 1111MHILNIIIIMMINI MIN 0 100 I z oo 7.5 FPS , FP . tv i 5' 3 0 Size Flow 400 FLOW RATE (GPM) E 0 0 0 n nn 12" SUBGRADE COMPACTED TO 95% 500 45-600 SERIES DOUBLE CHECK DETECTOR ASSEMBLY 600 14 12 10 6 G 4 2 Standard 3/8" - A a i 3 1 c tr rA a i I L , i 1/2" 5 3/4 F s determined by USG's FCCC &HR and A65E design porfomlance slandunis. 40 -200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER DIMENSIONS (in.) - WEIGHTS (Ibs.) * Dimensions shown are for reference only. • we . I "Z" Flow c .b u 0 0 0 0 O pQ p 0 0 Q 0 oOr3 00 x 3/4" r -� 11 1 i , •=1===== ==r�rw=, rrll1 M © �� I� r• Mrr�mu ..rr rlrArr M •• �'• 'r .� -- C = =-- ®- - -- 1- - 0 0 100 2 0 300 4W 500 600 700 800 990 1000 100 1200 1399 1� 00 1000 r.1rv5 1.5 �'1 FLOW RATE (GPM) r�■t■r ---- _IMM • r■ r �l� -rte =rte l����rralrlll��rrrn •�rll:rrrl mum iiiilIN mill NMI �•••r rrrirrir• r� illiMi1�r r1r•r 11••111•••= r.4r -■ ainom••Ir SE de loom= miii=iiimiiiminiammomummirimorimmuminimilmorisomi �� Irrrw• t11r. girl• 111■r�� 111rw41MIII ■wrMMEIN • 0 200 400 Goo 600 woo 1200 1400 1690 - 1600 2000 2200 2400 2G00 2890 3000 5200 3400 3600 0. FLOW RATE (Gr'M) Conbraco industries, Inc. 701 Matthews Mint 1-1111 Rd. Matthews NO 28105 USA; www.conbraco.com• 704- 841 -6000 This specification is provided for reference only. Conbrawresdrves the ri951 to change any portion of 045 specification without 1101i00 and without inewling obligation 10 make such changes to C0001450 products previously or subsequently sold SS1039 04/07 Page 2 of 2 B w ( union e nd v bv's) s ) 13 C* (w/ union end bv's) 10 1/4 14 1/2 IIIMEREEM 111Miiiii n/a INE11111 6 7/8 3 3/4 6 7/8 3 3/4 25/8 5 3/4 10 1/4 11 3/4 13 13/16 2 5/8 10 1/4 11 3/4 13 13/16 2 5/8 17 1/2 21 1/2 23 9/16 27 5/8 14 3/16 1 1/4" 1 1/2' 11 107 Standard (with strainer) Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; yww.cor om; 7044341 -6000 Tics 000dtica1on is provided for reference only. Conbraco reserves the right to ctluntie anypertlon erihis specification without notice and minout inclining obriga tam to make such changes 10 Conbraco pradusl5 provrcusly or 9 ub3equen4y sold. 081037 005107 Page 2 of 2 Standard (with union -end ball valves) da v $ 4S -600 SERIES 6tve6 DOUBLE CHECK n�;�G1a DETECTOR ASSEMBLY enb race tom Job Name: Job Location: Engineer: Contracto P.O. Number: Representative: Tag: DESCRIPTION The Apollo 4S -600 Series Double Check Detector Assembly (Model DCDA) is designed to prevent contamination of the potable water supply due to back - siphonage or backpressure from substances that are non - health hazards. The device consists of a mainline double check valve with a by -pass Tine. The by -pass consists of a water meter and an approved Apollo double -check valve with Apollo ball valves as shut -offs. The by -pass serves to measure water use of up to 3 gpm. FEATURES 9 Lightweight • Short lay length • Low pressure loss e Modular check valves 9 individual access to check valves . Corrosion resistant epoxy - coated ductile iron body ✓ US Patents #!5,711,341 and #6,343,618 a MADE IN THE USA IONS v t "•7 PERFORMANCE RATING ;:Maximum Working Pressure 175 psi 'Temperature Range 33 ° F --140 °F s Hydrostatic, Test Pressure 350 psi Z � APPROVALS *SE A SE� 1048, CS 664.5, USC's FCCC &HR, UL *, FM *, and the City of New York, All approvals in horizontal and gr Vpitloal flow -up configurations. � 'UL and FM installations must include indicating -type shut- } off Valves Job Name: Job Location: Engineer: Tag: r �V�ives .c•nbrAc9.cnm SPECIFICATIONS The %"-2" Reduced Pressure Principle Backflow Preventer shall be an Apollo'40 -200 Series. The assembly shall be manufactured in America. The bronze body shall be configured with individually - accessible top- access check valves including top - mounted test cocks. The relief valve shall be bottom- centered with a separate access cover. The replaceable seat rings shall be glass -filled Noryl and the reversible °a slble seat discs shall be silicone rubber. The Apollo domestic shut -off ball valves shall have stainless steel handles. The assembly shall prevent contamination of the potable water supply due to back - siphonage or backpressure frorn substances that are health or non- health hazards. The pressure drop across the assernbly shall be documented by USC's FCCC &HR approval curves. FEATURES 4 Replaceable seats &.reversible silicone seat discs • Top- mounted test cocks for easy testing • Corrosion resistant o MADE IN THE USA ORDERING INFORMATION 40-- 2XX-XX 1 1 OPTIONS SIZE Y- STRAINER Y- STRAINER C I 0- None (Standard) CI -° With Y- Strainer SIZE © 1 -%" CI 2 , -, %" ❑ 3 -. 1 /a" ❑ 4 - %" O 5 - 1" ❑ 6-1%" ❑ 7 -1 W ❑ 8 -2" APPROVALS ASSE 1013, CSA® 864.4, IAPMO, USC's FCCC &HR, AVW1/A C -511, and UL (less ball valves only). PERFORMANCE RATING Maximum Working Pressure 175 psi Hydrostatic Test Pressure 350 psi Temperature Range 33 "F - 180 ° F 1`14 G 0 3 3 Wholesale Distributor: ORDERING INFORMATION 4S- 60X -XXX 1 1 1 1 SIZE METER OPTION - SHUT -OFF VALVES FLOW (OPTIONAL) SIZE 9 -2 iI o -3" O A - 4" Representative: Wholesale Distributor: FLOW CURVES io 1 2 20 I 12 " & 2" Flow PRESSUR1 (PSI) ❑ G - 6" ❑ E -8" O G - 10" METER OPTION d C - Cubic feet/min 1 E - Gallons /rain ❑ G -- Less meter SHUT - OFF VALVES (Inlet x Outlet) © 1 - Less Shut - off Valves (flanged -end body) ❑ 3 -~ OS &Y Flanged x OS &Y Flanged d 6 - OS &Y Flanged x NRS plate & nut`" ❑ 7 - OS &Y Flanged x OS &Y Grooved ❑ 8 - OS &Y Grooved x OS &Y Grooved O 10 - NRS plate & nut x NRS plate & FLOW ❑ U - U -Flow (with elbows) and - meter in gpm d - 4" size with nt to Example: 4S-60/1-E8 yR OS&Ygrooved x grooved shut -off valves (shown above). "NRS with plate & nut option not available in 2 %' size. Conbraco Industries, Inc. 701 Matthews Mint Hill Rd- Matthews NC 23105 USA; www.conbraco.com; 704- 841 -6000 This specification is provided for reference only. Gonbra5o reaerves the right t0 Change any portion of this sporaticaUon without nolicv and without inclining obligation to make such changes to Conbraco products previously or subsequently sold. 3s1039 04/07 Page 1 of 2 40-200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER Contractor. P.O. Number. 21 34 20 16 16 4 1 (4n Ratza now nu dat4,, Ine4 by V 30'0 Fe1094.(1'1 d A&aG dos;g,+ p..rrortnur 1011 ata, au,.1 ss. re e tO FLOWRATE (0Pr,) 3e 39 .ao FLOVJrtATk, 1t'FM1 10 4 '7 i notice and without in-ning obligation to make such cll ang6s Is Conbraco products previously 15 specification or subsequently sold. Intl . 551037 005/07 Page 1 of 2 v.� 1,477' LATE OF FLOW (GPM) 70 Conbraco Industries, Inc. 701 Matthews Mint Hill Rd. Matthews NC 28105 USA; www.conbraco.com; 4 - 841 -600D 'This specification is provided (or reference only. Conbraov reserves the right to change any ports f 61 "f fi Oo CO w E COMPLIANCE APPROVED JUN _ 3 NOB City Of Tukwila BUILD' '. apl.'+i 1FP 00 1a C.. MB= I09 125 t0V -!v 299 25 FLOwRAT6 (0 601 ��O .. /m ___ -- 0 co co t 1 .'a E �a�y` p°C! ill �� APR 2 2 2008 PERMIT CENTEF- ID 0 o 0 @COPYRIGHT CRAFT ARCHITECTS 2007, THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. 0' tD co D CC W 1.-- < co 0 0 CNI Q N t3 g N NILO r-5. CNI •o U m U 4- ID 3 a 0 cc I 0 a se 44 I- LL Lll CO 0 m 0 (1) co z j z z 0 Z FIE w L L I z Lai J D 0 • V) 3) a 0 Cl") N) 0 SYMBOL -�w HB FDC �--- 0 --- / �i FD FS DESCRIPTION BALL VALVE BUTTERFLY VALVE GATE VALVE ANGLE GATE VALVE OS & Y GATE VALVE SOLENOIDE VALVE CHECK VALVE PRESSURE REDUCING VALVE RELIEF VALVE VACUUM RELIEF VALVE PRESSURE & TEMPERATURE RELIEF VALVE AUTOMATIC AIR VENT CIRCUIT SL I IER DOUBLE DETECTOR CHECK VALVE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE SWITCH FLOW ALARM UNION STRAINER STRAINER WITH BLOW OFF PIPE ANCHOR PIPE ALIGNMENT GUIDE EXPANSION JOINT FLEXIBLE CONNECTOR CAP OR PLUG BLIND FLANGE CONCENTRIC REDUCER ECCENTRIC REDUCER AQUASTAT WATER HAMMER PRESSURE GAUGE WITH COCK THERMOMETER CLEANOUT PLUG FLOOR CLEANOUT YARD CLEANOUT TEST TEE WALL HYDRANT HOSE BIBB FIRE DEPARTMENT CONNECTION FIRE RISER FIRE DEPARTMENT VALVE FIRE DEPARTMENT VALVE CABINET FLOOR SINK HUB DRAIN SYMBOL OD PD C D IW FOR - - -- FOV ---- ICW / / / / / /// DESCRIPTION DIRECTION OF SLOPE DIRECTION OF FLOW PIPE UP PIPE DOWN PIPE DROP TOP CONNECTION — BRANCH LINE BOTTOM CONNECTION — BRANCH LINE FIRE MAIN AUTOMATIC WET SPRINKLER COLD WATER HOT WATER (120 °F) HOT WATER CIRC (120 °F) SANITARY SEWER STORM DRAIN PIPING BELOW GRADE WASTE VENT ROOF DRAIN PIPING OVERFLOW DRAIN PIPING PUMPED DISCHARGE CONDENSATE DRAIN INDIRECT DRAIN LINE INDUSTRIAL WASTE NATURAL GAS (7 "W.C,) MEDIUM PRESSURE GAS (2 #) FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT INDUSTRIAL COLD WATER PIPING W/ HEAT TRACE AUTOMATIC WET SPRINKLER RISER AUTOMATIC SPRINKLER DRAIN WET STANDPIPE RISER PLUMBING EQUIPMENT MISCELLANEOUS EQUIPMENT SHEET NOTE & .. / ABV AD ADA AFG AP ARCH BEL BFV BHP BV CD CFF CFH CFM CFS CLG CO CONC CONTR CO NT CS CV CW CWFU DN DCVA DDCVA DFU HWC DIA DSN D DWG EXIST ELEC FA FC FCO FDV FI N FL FM FO FPS FT G GPH GPM GV HD HP HW HWFU I.E. LBS MAX MBH MECH MFG MIN N.C. NFPA NO, N.O. NIC OFCI OW POC PLBG PS PSI PT PV R,I, &C RPBFP RPZ SF SHT SOV SPKR TP TS TT TYP UN VB V V VTR W WHA WCo W/ WGT SQUARE FEET POINT OF CONNECTION AND AT POUNDS NUMBER PER ABOVE ACCESS DOOR AMERICANS WITH DISABILITIES ACT ABOVE FINISHED GRADE ACCESS PANEL ARCHITECT BELOW BUTTERFLY VALVE BRAKE HORSEPOWER BALL VALVE CONDENSATE DRAIN CAP FOR FUTURE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CEILING CLEANOUT CONCRETE CONTRACTOR CONTINUATION CIRCUIT SETTER CHECK VALVE COLD WATER COLD WATER FIXTURE UNIT DOWN DOUBLE CHECK VALVE ASSEMBLY DOUBLE DETECTOR CHECK VALVE ASSEMBLY DRAINAGE FIXTURE UNIT HOT WATER CIRC DIAMETER DOWNSPOUT NOZZLE DRAIN DRAWING EXISTING ELECTRICAL FLOW ALARM FLEXIBLE CONNECTION FLOOR CLEANOUT FIRE DEPARTMENT VALVE FINISHED FLOOR FROM FUEL 01 FEET PER SECOND FEET GAS GALLONS PER HOUR GALLONS PER MINUTE GATE VALVE HUB DRAIN HORSEPOWER HOT WATER HOT WATER FIXTURE UNIT INVERT ELEVATION POUNDS (UNIT OF FORCE) MAXIMUM THOUSANDS BTU /HR MECHANICAL MANUFACTURER MINIMUM NORMALLY CLOSED NATIONAL FIRE PROTECTION ASSOCIATION NUMBER NORMALLY OPEN NOT IN CONTRACT OWNER FURNISHED CONTRACTOR INSTALLED OIL WASTE POINT OF CONNECTION PLUMBING PRESSURE SWITCH POUNDS PER SQUARE INCH PRESSURE TEMPERATURE TRAP (PETE'S PLUG) PLUG VALVE ROUGH IN AND CONNECT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER REDUCING PRESSURE ZONE VALVE SQUARE FEET SHEET SHUT —OFF VALVE SPRINKLER TRAP PRIMER TAMPER SWITCH TEST TEE TYPICAL UNION VACUUM BREAKER VENT VOLTS VENT THROUGH ROOF WASTE WATER HAMMER ARRESTOR WALL CLEANOUT WITH WEIGHT r. BASIS OF DESIGN: PLUMBING 1. CODES AND STANDARDS A. AMERICANS WITH DISABILITIES ACT, (ADA) (UPC) WITH STATE AMENDMENTS. A. BUILDING CODES ENFORCED BY THE AUTHORITY HAVING JURISDICTION IN WASHINGTON: 1. 2005 CHAPTER 51 -11 WASHINGTON STATE ENERGY CODE. 2.2003 UNIFORM PLUMBING CODE (UPC) WITH STATE AMENDMENTS, 3. 2002 NATIONAL FUEL GAS CODE (NFGC) NFPA 54, WAC 51 -52 4. 2005 WASHINGTON STATE ENERGY CODE, (WAC 51 -11, WSEC) C. AUTHORITY HAVING JURISDICTION FOR INTERNATIONAL CODE COUNCIL (ICC) CODES: 5. WATER SUPPLY: A. METER SIZE 1 1/2 INCHES B. MAIN SIZE 2 INCHES CAPACITY 60 GPM C. STATIC 120 PSI D. CONNECTED LOAD 52 FIXTURE UNITS 52 GPM 3. SANITARY SEWER: A. BUILDING SEWER SIZE 4 INCHES © 1 % SLOPE B. TOTAL CAPACITY 172 DRAINAGE FIXTURE UNITS C. CONNECTED LOAD 59 D.F.U. D. AVAILABLE CAPACITY 113 D.F.U. 4. STORM DRAIN: A. RAINFALL INTENSITY 2 INCHES /HOUR B. STORM DRAIN 6INCHES @ 1 % SLOPE C. CAPACITY 17,995 SQ. FT, D. AREA CONNECTED 12,114 SQ.FT. 5. GAS SERVICE: A. MAIN SIZE 1 1/2 INCHES B. MAXIMUM DISTANCE 200FEET C. CONNECTED LOAD 580 CFH D. GAS AVAILABLE 1,700 CFH E. DELIVERY PRESSURE: 2 PSI 6. HOT WATER: A. CIRCULATED YES B. TANK SIZE 30 GALLONS C. RECOVERY 31 GPH D. CONNECTED LOAD 7.5 HWFU 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 2. AS —BUILT RECORD DOCUMENTS: AT PROJECT CLOSEOUT, CONTRACTOR SHALL SUBMIT DETAILED INSTALLATION DRAWINGS, CHANGE ORDERS AND SPECIFICATION CHANGES TO ARCHITECT FOR APPROVAL, REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS. 3. ALL EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF WASHINGTON CODE AND NOTIFICATION OF ALL OWNERS OF UNDERGROUND UTILITIES AT LEAST 2 BUSINESS DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION, 4, CONTRACTOR TO COORDINATE INSTALLATION OF GAS SERVICE WITH "PSE ", CONTACT ENGINEERING DEPARTMENT. ALL EXTERIOR GAS PIPING SHALL BE PAINTED. 5. DETAILED INVESTIGATION OF EXISTING CONDITIONS ARE PART OF THE CONTRACT WORK. VISIT THE JOB SITE PRIOR TO BID. REVIEW AVAILABLE EQUIPMENT LAYOUTS, ASSEMBLY DRAWINGS AND INSTALLATION SCHEDULES. 6. DOMESTIC WATER HAS BEEN ENGINEERED. CONTRACTOR SHALL NOT USE APPENDIX "A" OF UPC TO RESEZE ANY LINES, RESIZING OF ANY LINES SHALL BE SUBMITTED FOR WRITTEN APPROVAL BY ENGINEER ONLY PRIOR TO COMMENCING OF ANY CONSTRUCTION, 7. CONTRACTOR SHALL COORDINATE ALL UTILITY LINES EXITING OR ENTERING BUILDING WITH DIVISION 2 SPECIFICATIONS AND CIVIL ENGINEER'S UTILITY PLAN DRAWINGS AND OTHER TRADES. 8. BARRIER FREE REQUIREMENTS: PROVISIONS HAVE BEEN DESIGNED TO PROVIDE FIXTURES IN ACCORDANCE WITH A.D.A., ANSI AND STATE OF WASHINGTON REGULATIONS, CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REPORT TO ARCHITECT OR OWNER'S REPRESENTATIVE WHEN FIELD CONDITIONS PREVENT CORRECT INSTALLATION. P0,0 PLUMBING LEGEND PO,1 SCHEDULES — PLUMBING P1.0 UNDERGROUND PLAN — PLUMBING P2.0 FIRST FLOOR PLAN — PLUMBING P2.2 ROOF PLAN — PLUMBING P3,0 ENLARGED PLANS — PLUMBING P6,0 DETAILS — PLUMBING P6.1 DETAILS — PLUMBING 33 RECEIVET APR 2 2 2008 PERMIT CENTEI ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. F (PIRES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com Architect of Record CONSULTANT z (9 Z 0 F. GLUMAC 320 SW Washington St., Suite 200 Portland. OR 97204 T. 503.227.5280 F. 503.274.7674 www.glurnac.com Job No.: 207W2001 A Contact: T. KOLIBABA r "t engineers for a sustainable future- '. a ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: Sheet Title: Date: Design: Drawn: Project No: Approved: Sheet No: COPYRIGHT©2008 GLUMAC 06/01/07 PLUMBING LEGEND 06101101 T.E.K. T.E.K. 201w2001A Original drawing is 24" x 36 ". Scale entities accordingly if reduced P0.0 v1r -P00 2 "FOS UP TO FUEL FILL STATION 1 1 /2 "FOS / FOR TO GEN. SUPPLY TAND RETURN r � i VENDING VEN RECYC. TRASH 1 (2) 1 /2 "TP LINES UP TO —TRAP— PRIMER ASSEMBLY 2 "W UP w /wc0 7/ ITT I I 1 9 L L (3) 2 "V UPy;PTP 6 "RD UP TO DOWNSPOUT SEE DETAIL 0 0 U t_J I \ L_) l ull 2 \J -J FOS FOS FOR �r 0 - 0- —« -0- o-- -0 O - 0 0 6 "EM V UP 3 "V UP -\ cc) UNDERGROUND PLAN - PLUMBING SCALE: 1/8"= 0 1':'1 1 •..■ it 1 1 :I ,I ,1 , 1a:� 4' 8' 16' PROJECT NORTH SHEET NOTES 4" WASTE UP. 6 "RD UP J YCO 2" VENT UP, Y2" TRAP PRIMER UP, 2" WASTE UP TO FD, 1Y" VENT UP. 2" WASTE UP. 3" WASTE UP. (3) Y2 TP LINES UP TO TRAP PRIMER ASSEMBLY. 2" WASTE UP WITH WCO. POC 6 "SD SEE CIVIL FOR CONT. I.E,= -- 1--6" E VE:73 APR 2 2 2008 PERMIT CENTE PG 6m7- 33 3 YCO POC 4 "SAN, S WER SEE CIVIL F C:n I.E. _ —3. ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT ;EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS ' FARGO. IDMES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206. 720.2949 fax www.craftarchitects.com Architect el Record CONSULTANT o Lil GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glumac.cont rob tvo.: 207W2001A Contact: T. KOLIBABA Y' w engineers for a sustainable future- ISSUE 11.09.07 SITE RESUBMITTAL ' - 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: A 4.08.08 BUILDING PERMIT RESUBMITTAL Sheet Title: Date: Design: Drawn: Project No: Approved: UNDERGROUND PLAN - PLUMBING 06101/01 T.E.K. T.E.K. 207W2001A Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: PlE0 COPYRIGHT ©2008 GLUMAC 06/01107 YVF -P10 RECC. TRASH 4 "AD -1 /7? ?77 /77Zs I I I � L 3 /4 "CD 3 "FD -1 s (3)2 "V DN 6 "RD UP TO DOWNSPOUT ` - 1 /2 "CW DN ICW CD 1/2 "ICW CONNECT TO MECH EQUIPMENT 6 "RD UP TO DOWNSPOUT PROPOSED GAS METER LOCATION 0 —0- 0 C A FU : FILL STA ION - 0 0 T 0 r, O 0 C T 7 OI 0 0 0 O _ 0 2 "W, 3 / 4 "CW DN, 1 1/2"V UP 0 FIRST FLOOR PLAN - PLUMBING SCALE: 1 /8 "= " 0 4' WEL 16' PROJECT NORTH ?GOi 33 RECEIVED APR 2 2 2008 PERMIT CENTEF ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. EXPIRES 5/22/0 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: A 4.08,08 BUILDING PERMIT RESUBMITTAL Sheet Title: Date: Design: Drawn: Project No: Approved: Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: Architect of Record Z m ew z Ooh C3 Q CC U. O CO .„1 V� a W GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glumac.corn o� No 207W2001A Contact: T. KOLIBABA r w engineers for a sustainable future L J FIRST FLOOR PLAN - PLUMBING 06101/01 T.E.K. T.E.K. 201W200IA P2.0 COPYRIGHT ©2008 GLUMAC 06/01/01 YVF -P20 6" DOWNSPOUT BY ARCHITECT 7717 SQ FT 6" DOWNSPOUT BY ARCHITECT 4397 SQ FT 1 T (-- -------- ,,, 7 CONNECT WITH HVAC EQUIPMENT SEE DETAIL ROOF PLAN - PLUMBING SCALE: 1/8"= OVERFLOW SCUPPER BY ARCHITECT 0 PROJECT 4' 8 16 NORTH OVERFLOW SCUPPEB1 A7ITECT — 1 1 33 APR 2 2 2000 PERMIT CENTER: ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. EXPIRES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: Sheet No: ArcNtect of Record P cET, LLI in GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glumtac.com Job No.: 207W2001A Contact T. KOLIBABA r 1 engineers for a sustainable future' a 4 Sheet Title: Date: Design: Drawn: Project No: Approved: Original drawing is 24" x 36 ", Scale entities accordingly if reduced COPYRIGHT 0 2008 GLUMAC 06/01/07 ROOF PLAN- PLUMBING 06101101 T.E.K. T.B.K. 201W20OIA P2.2 NF -M22 3 "FOV UP TO VTR VEND G LINE_ 12 - "x25' - o " VE DING jT7�l / /lT I 'R/ 4 I Z (TOTALP PREACTION FIRE - -i?ROTECTION SYSTEM FG FHE 0, ALARM U 0 6 "EM V UP TO VTR 12 (2)2"V DN 1 ENLARGED PLAN - PLUMBING SCALE: 1/8 — 0 PROJECT 16' NORTH CUR; DVR CONSOLE R CK, RACK, MS -1 1 "ICW FOR CONT. SEE SHT. P2.0 SEE DETAIL 2 "V, FOR CONT. SEE SHT, P2,0 SPILL 1 "CD TO MS-1 TP - 2 1 "CD FOR CONT. SEE SHT. P2.0 11 x c SHEET NOTES c ? GO733 3 cD 2 VENT DOWN. Q 4 VENT UP TO 4 "VTR, ® 2" COLD WATER, EXTEND Y2" COLD WATER TO L-2 2" WASTE DOWN, 1" HOT WATER DOWN IN WALL, ROUTE HW TO FIXTURES. C6 1" COLD WATER DOWN TO HEADER, ROUTE TO FIXTURES, CD Yz" HOT WATER UP FROM HOT WATER HEADER, 2" WASTE DOWN, 1h" VENT UP. C) 2" WASTE, Y2 "HOT WATER DOWN, C) 132" VENT DOWN. CD Y2 HOT WATER, YZ" COLD WATER DOWN, 12 EXTEND Y2 COLD WATER W /SOV TO REF. ICE MAKER. 13 3 /4 " HOT WATER, 3 /4" COLD WATER DOWN. CODE CONIPOM APPROV City OrtuloAla EC (s APR 2 2 2008 PERMIT CENTEA ©COPYRIGHT CRAFT ARCHITECTS 2007, THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. 10WIRES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Revisions: Sheet Title: Date: Design: Drawn: -- Project No: Approved: Sheet No: Architect oh Record fn co Z o PET VJ < Las LL EA. Er :45; w , O6101/U1 GLUMAC :320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www,glumac.com Job No.: 207W2001A Contact: T, KOLIBABA ✓ 7 engineers for a sustainable future' L J ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8,08 BUILDING PERMIT RESUBMITTA A 4.08.08 BUILDING PERMIT RESUBMITTAL LNLAR6E0 PLAN - PLUMBING 06101101 T.E.K. T.E.K. 20112001A Original drawing is 24" x 36 ". Scale entities accordingly if reduced P3.0 COPYRIGHT Q2008 GLUMAC Pr-no SEISMIC BRACE, (TYP,) ELECTRICAL CONNECTION PANEL— CLEARAN CE PER NEC. WATER HEATER, NOTE #3 STEEL SUPPORT PLATFORM SUPPORT BRACKETS, NOTE; SCALE: NONE T--P RELIEF VALVE TO FLOOR SINK WALL MOUNTED WATER HEATER EXPANSION TANK. SECURE TO WALL OR SUSPEND FROM SLAB PER SMACNA ANUAL, NOTE #6 1 /2 "HWC 1. PROVIDE ACCESS & CLEARANCES AS REQUIRED BY CODE, 2. PROVIDE 3 ANGLE IRON STOPS TO SECURE DRIP PAN TO PLATFORM, 3. PROVIDE DIELECTRIC INSULATORS ON ALL FERROUS TO NON— FERROUS CONNECTIONS. 4. INSULATE PIPING PER SPECIFICATIONS. SCALE: NONE 3/8" HILTI II ANCHOR BOLT WITH 3" EMBEDMENT (TYP). UNISTRUT CHANNEL AND PIPE CLAMP. 48" MAX SPACING BETWEEN PIPE SUPPORTS (TYP). SCHEDULE 40 BLACK STEEL WITH THREADED JOINTS DOWNSPOUT / ROOF DRAIN GROUT ANNULAR SPACE WATERTIGHT CLEANOUT WITH BRASS PLUG, JR SMITH #4510 SERIES - -1 I I -1 1 NO --HUB CAST IRON PoC WITH SITE CONTRACTOR A FAA DOWNSPOUT / STORM DRAIN CONNECTION- EXTERIOR CONCRETE WALL GAS LINES SHALL BE TESTED AT 60 PSI FOR 30 MINUTES WITH NO LEAKS DRIP LEG UNION (TYP) SCALE: NONE PROVIDE GOOSENECK WHEN REGULATORS INSTALLED OUTDOORS. LOCK —UP TYPE INTERMEDIATE REGULATOR 5 PSI CONTROL RATING, VENT SHALL BE MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. PIPE INDOOR REGULATOR VENTS TO EXTERIOR WHERE REQ'D GAS COCK (TYP.) WITH PILOT TAP APPLIANCE REGULATOR WATER HEATER OR UNIT HEATER NOTES 1. REGULATOR ASSEMBLY SHALL BE APPROVED BY "PSE ". 2, PIPING SHALL BE IN ACCORDANCE WITH "PSE" REQUIREMENTS FOR 2 PSI SERVICE, 3. ALL PIPING SHALL BE PAINTED "YELLOW ", DO NOT PAINT BRAIDED HOSE. 4. SEAL ROOF PENETRATIONS WITH MEMBRANE COLLAR & CLAMP. GAS REGULATOR ASSEMBLY 13150 -12 ELECTRICAL CONDUIT AND WIRING BY ELECTRICAL CONTRACTOR. TO FIRE ALARM CONTROL PANEL BY ELECTRICAL CONTRACTOR, 2" ANGLE VALVE AND 2" MAIN DRAIN TO GRADE. SCALE: NONE 0" DIA. U,L, ELECTRIC ALARM BELL, MOUNT ON OUTSIDE WALL AT 8' -0" MIN, WIRED BY ELECTRICAL CONTRACTOR, MAINTAIN 12" CLEAR SPACE BETWEEN RISER AND OUTSIDE WALL TO SPRINKLER SYSTEM FOUR WAY BRACE TO WALL AT TOP OF RISER FLOW SWITCH PRESSURE GAGE W/ GLOBE VALVE AND INSPECTORS TEST PLUG. ALARM CHECK FINISHED FLOOR FIRE SPRINKLER RISER DETAIL l'o'CrwT4-- 33 3 �..E. `vi fir APP 2 2 2000 PERMIT CENTEI @COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. DQ RES 5/22/09 Terrninal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT Revisions: Sheet Title; Date: Design: Drawn: Project No: Approved: Sheet No: Architect of Record GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 E. 503.274.7674 www.glumac.com Job No.: 207W2001A Contact: T, KOLIBABA r , engineers for a sustainable future" ISSUE 11.09.07 SITE RESUBMITTAL 12.08.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA /\4.08.O8 BUILDING PERMIT RESUBMITTAL COPYRIGHT ©2008 GLUMAC 06 /01/01 DETAILS- PLUMBING 06101/01 T.E.K. T.E.K. 207W2001A Original drawing is 24" x 36". Scale entities ac if reduced P6.0 k1F -Pb0 RETURN LEVEL PROBE SUCTION VENT 0 0 .0 0 0 00 0 0 op 0 0 0 00 o 0 0 0 0 0 0 0 � 0 DOUBLE —WALL STORAGE TANK GRAVEL BACKFILL ALL WATER MUST BE REMOVED. TANK SHALL BE INSTALLED IN A DRY HOLE 12" REINFORCED CONCRETE SLAB W / #4 BARS 12" O.C. EACH WAY. SLAB TO BE POURED ON UNDISTURBED OR COMPACTED SOIL REFER TO NOTE 2 5 GALLON CAPACITY LEAK CONTAINMENT FILL SUMP 1/2" THICK EXPANSION JOINT MATERIAL (TYP,) NOTES: 3. ALL ACCESSORIES AND DEVICES SHALL BE HEAVY DUTY TRAFFIC TYPE. JUNCTION BOX DETAIL TRAFFICABLE MANHOLE 2" COMPRESSIBLE FOAM VENT PRIMARY & SECONDARY PIPING DEAD MAN LOGS ARE NOT ACCEPTABLE AS A SUBSTITUTION FOR A REINFORCED CONCRETE SLAB. 2. TANK SHALL BE INSTALLED IN A DRY HOLE LIQUID LEVEL PROBE ASSEMBLY TANK ANNULUS RELEASE SENSOR m FUEL OIL TANK INSTALLATION — SIDE VEIW SCALE: NONE 450 KW EMERGENCY GENERATOR 7 0 lL 1 "FOR & FOS IN CONTAINMENT PIPE. 3"FOV SEE PLANS FOR CONT, 1 FUEL OIL PIPING DIAGRAM SCALE: NONE SENSOR (LOCATED AT LOWEST POINT) LEAK DETECTION TO GENERATOR AND MECHANICAL ROOM SEE DETAIL TO MECHANICAL ROOM TURBINE ENCLOSURE BULK —HEAD FITTING 6" EM, FOV SE PLANS FOR E a t�. FINISHED GRADE 1 1/2" FOS & FOR PIPING SECONDARY PIPING 24" MIN, (TYP,) PROVIDE NUMBER OF STRAP ANCHORS PER MANUFACTURERS RECOMMENDATIONS (4 MINIMUM) TURBINE ENCLOSURE INTERIOR STAINLESS STEEL CLAMP DUPLEX TEST DONUT (SLIDE OUT AFTER PRESSURE TEST) INSTALL HOSE SPRING GUARDS AT PIPING TERMINATIONS COMPRESSION NUT, RETAINING WASHER AND GASKET 4 SPARE ALARM CABLES (3' LONG PIGTAILS) DUST /WATER RESISTANT HUB 1" SCHED 80 PVC CONDUIT TO TANK ANNULUS RELEASE SENSOR MANHOLE NOTES: CLAYS, SILTS, LOOSE OR NON — HOMOGENUOS SOILS REQUIRE SHORING AND BRACING. THE PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT. PRIMARY TANK SECONDARY TANK BULKHEAD FITTING DETAIL SCALE: NONE TURBINE ENCLOSURE JUNCTION BOX DETAIL SCALE: NONE (COVER REMOVED FOR CLARITY) ORIGINAL GROUND LINE 45' APPROXIMATE ANGLE OF REPOSE FOR SLOPING SIDE OF DIESEL TANK EXCAVATIONS SCALE: NONE (SUCTION AND RETURN PIPING SHOWN, VENT PIPING SIMILAR) 4000 GAL. DOUBLE WALL FIBERGLASS TANK LEAK MONITORING PROBE GRAVEL BACKFILL FINISHED GRADE ASTM #7 PEA GRAVEL BACK FILL EYEBOLT GEOTEXTILE FABRIC (ENCOMPASSING ALL PEA GRAVEL) FUEL OIL TANK INSTALLATION — END VEIW SCALE: NONE TURBINE ENCLOSURE EXTERIOR 7------- SECONDARY PIPING PRIMARY PIPING TO GENERATOR ROOM BUTT SPLICE & ENCAPSULATE (TYPICAL) 6 "x6" NEMA 6 JUNCTION BOX SHEILD GROUND LUG IN JUNCTION BOX TANK ANNULUS RELEASE SENSOR CABLE CABLE GRIP FITTINGS LIQUID LEVEL PROBE CABLE SECONDARY PIPING RELEASE SENSOR CABLE SOLID ROCK, SHALE, CEMENTED SAND AND GRAVEL (901 COMPACTED GRAVELS 1/2:1 (63`) RECOMMENDED SLOPE FOR AVERAGE SOILS 1 :1 (45') COMPACTED SHARP SAND 1 1 /2 :1 (33') WELL ROUNDED LOOSE SAND 2:1 (261 MCI FURNISHED FIBERGLASS HOLD DOWN STRAP WIRE ROPE WITH CABLE CLAMP GALVANIZED 1/2" CLEVIS TURNBUCKLE (TYP,) CODE COMPLIANCE APPROVE JUN - Mil Of kwiia f} P 07- 33 - 3 APR 22 MOO PERMIT CENTEI- ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. EXPIRES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www. CONSULTANT ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: r engineers far a sustainable future- A 4.08.08 BUILDING PERMIT RESUBMITTAL Sheet Title: Date: Design: Drawn: Project No: Approved: Original drawing is 24" x 36 ". Scale entities Sheet No: Architect of Record c0 Ct. se GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.glumac.corn Job No.: 207W2001A Contact: T, KOLIBABA 06101/01 T.E.K. T.E.K. 20 accordingly if reduced P6.1 COPYRIGHT C)2008 GLUMAC DETAILS- PLUMBING 46/01/01 t'r -P60 ITEM we -1 WC -2 UR -1 L -1 L -2 S -1 S -2 MS -1 WH -1 AD -1 FD -1 FS -1 TP -1 TP -2 LAVATORY LAVATORY MOP SINK EXTERIOR WALL HYDRANT AREA DRAIN FLOOR DRAIN FLOOR SINK ELECTRONIC TRAP PRIMER TRAP ARM WASTE REMARKS WALL MOUNTED, FLUSH VALVE WALL MOUNTED, FLUSH VALVE, ADA WALL MOUNTED, ADA SERVICE HOT WATER CIRCULATION MANUFACTURER AND MODEL SIMPLEX SUPER XL -11 SIMPLEX SUPER XL-11 GPM HEAD, CAPACITY EM. GENERATOR EM. GENERATOR IN LINE VOLTS PHASE PLUMBING FIXTURES SCHEDULE CW HW SELF- RIMMING, ADA WALL MOUNTED, ADA SELF - RIMMING, 18 GA, STAINLESS STEEL, ADA SELF- RIMMING, 18 GA. STAINLESS STEEL, ADA WITH RIM & WALL GAURDS RECESSED WALL MOUNTED - FREEZE PROOF SEE PLAN FOR SIZE PROVIDE TRAP PRIMER FROM WATER CLOSET FLUSH VALVE OR TP-1/2 HALF GRATE, WITH TRAP PRIMER WALL MOUNTED, WITH TIMER KW 6.0 3.0 1 WGT TEMP. 1 120 105 ITEM < EWH > 1 <EWH> 2 LOCATION MANUFACTURER AND MODEL CAPACITY RECOVERY WATER HEATER SCHEDULE A,O. SMITH MODEL NO. DSE -30 EEMAX MODEL NO, SP3208 31 GPM 80 ` ©T .05 GPM CP 65' 208 208 ELECTRICAL WALL MOUNTED BELOW SINK REMARKS MOUNTED ABOVE THE MS -1 PUMP SCHEDULE PGO7 333 REMARKS SERVICE OIL INTERCEPTOR MANUFACTURER AND MODEL UTILITY VAULT 253 -SA LIQUID CAPACITY EQUIPMENT SCHEDULE W/ HEAVY TRAFFIC LIDS NO, 253- T -SA -HD REMARKS RECEIVF APR 2 2 2008 PERMIT CENTEI ©COPYRIGHT CRAFT ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE REPRODUCED WITH OUT EXPRESS WRITTEN PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. EXPIRES 5/22/09 Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 fax www.craftarch1tects.com CONSULTANT ISSUE 11.09.07 SITE RESUBMITTAL 12.06.07 BUILDING PERMIT SUBMITTAI 4.8.08 BUILDING PERMIT RESUBMITTA Revisions: Sheet Title: Date: Design: Drawn: Project No: Approved: Architect of Record Z m e w z O o C'3 a Er Li. ( O J U � W GLUMAC 320 SW Washington St., Suite 200 Portland, OR 97204 T. 503.227.5280 F. 503.274.7674 www.gluniac.com Job No.: 207W2001A Contact: T, KOLIBABA 1° 1 engineers for a sustainable future' L J A 4,08,08 BUILDING PERMIT RESUBMITTAL PLUMBING SCHEDULES 06/01 /Ol T.E.K. T.E.K. 2O11N2001A Original drawing is 24" x 36 ". Scale entities accordingly if reduced Sheet No: P0.1 COPYRIGHTC2008 GLUMAC 06/01 /07 1^IF -POI