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HomeMy WebLinkAboutPermit M13-0208 - STORM LIFT STATION #15 - GENERATORSTORM LIFT STATION #15 5910 S 149 ST M13-0208 S City of Tukwila Department of Community Development a O 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 1908 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 3597000085 MECHANICAL PERMIT Permit Number: M13-0208 Address: 5910 S ST Issue Date: 12/10/2013 tO Permit Expires On: 6/8/2014 Project Name: STORM LIFT STATION #15 Owner: Name: ALLSOP DEAN L+ROBIN R Address: 5910 5 149TH ST , TUKWILLA, WA, 98168 Contact Person: Name: ANDREW EVANS Address: 14831 223 ST SE , SNOHOMISH, WA, 98296 Phone: (425) 877-5733 Contractor: Name: GARY HARPER CONSTRUCTION INC Phone: Address: 10621 169TH AVE NE , REDMOND, WA, 98052-2745 License No: GARYHCI055LF Expiration Date: 6/1/2015 Lender: Name: Address: DESCRIPTION OF WORK: GENERATOR INSTALL INCLUSIVE OF PAD Valuation of Work: $6,800.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $274.13 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Permit Center Authorized Signature/) Date: 12 0 3 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: /� �^ Print Name: 4h IP re-(- 1 l lil� Date: / 70 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***FIRE DEPARTMENT PERMIT CONDITIONS*** 5: Approved portable fire extinguishers complying with the International Fire Code and with a minimum rating of 2-A:20-B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 mm) from pumps, dispensers or storage fill -pipe openings. (IFC 2205.5) 2: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 3: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 4: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections,of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 8: The installation of flammable/combustible liquid storage tanks, both aboveground and underground, requires a separate fire department permit for each tank. Permits can be obtained from the fire prevention office at 444 Andover Park East, Tukwila WA 98188. 206-575-4407. 9: Generator installation shall comply with NFPA 30, chapter 22. NFPA 31, NFPA 37, NFPA 110, NFPA 111, NFPA 70, article 445 and manufacturers installation guidelines. 10: A stamped licensed engineers' letter may be submitted to the fire inspector at the time of inspection, certifying compliance with the referenced requirements. 11: An electrical permit from the Cityi of Tukwila Building Department Permit Center (206-434-3670) is required for this project. 12: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. 6: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 7: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. • 13: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 14: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 15: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 16: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 17: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 18: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 19: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 20: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 21: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 22: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 23: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 24: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 25: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 26: ***MECHANICAL PERMIT CONDITIONS*** 27: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 28: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKW4 Community DevelopmWDepurtment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Project No. Date Application Accepted: Date Application Expires: it 'No. , Mi 22 --- D (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION cci Site Address: c—EgFe;S , I O ST Suite Number: Floor: King Co Assessor's Tax No.: Tenant Name: L'l+�c TYKLJ,l.0( PROPERTY OWNER Name: a./IL/ C7 To K I.ui (.a Address: 6 Co 5�,4 R,/ ciko.G City: To Kw l Lek State: W / Zip: 'wig � g VV < CONTACT PERSON = person receiving all project communication Name: re_to FCX VLc Address: 1 Lf $3 1 ga3 s+- S E City: Shd1M tc1,.State: �, Zip: Q Oo(9 Phone: (-/S-%'7-S? x: 3 Go - 8G3 -1966 Email: arxc)f--e 3 {c.,v aUrdpvor ececks,4.0 New Tenant: ❑ Yes ❑.. No MECHANICAL CONTRACTOR INFORMATION Company Name: a -r / ' rkr CalA54, Address: I LI & 31 aa., s4- SE State:t / ')A Zip: 9F City: Snag Vic,"_\1 Phone: `� Od"�6-3"' i �SFax: 7/l/6O O6 -s /966 Contr Reg No.:gar, / tic los xp Date: 6 - //s Tukwila Business license , No.: ( 0% t\ i 15 Valuation of project (contractor's bid price): $ 800, O0 t 3 , Describe the scope of work in detail: l"n � PiYL'ef1'itic,(— 14)2.4 q 6ii X '31 0,, h(' 4t^50S Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas Other: H:\Applications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial , ." Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment 'Boiler/Compressor •Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O/NER OR AUTHOR ED AGENT: Signature:I1%/L �_I r Print Name: /'1 in 6( re_to aX Y ,S - Mailing Address: / Lj 83 I �a3 "t S- E H:Wpphcattons\Forms-Applications On Lmet201 I Applications\Mechanical Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Date: / Day Telephone: Las l S �3 ShokcyviSCh w4 $(18.Q(-; City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $274.13 M13-0208 Address: 5910 S 149 ST Apn: 3597000085 $274.13 MECHANICAL $274.13 PERMIT FEE 000.322.100.00.00 $186.80 PERMIT ISSUANCE BASE FEE 000.322.100.00.00 $32.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R72 000.322.102.00.00 $54.83 $274.13 Date Paid: Tuesday, November 12, 2013 Paid By: GARY HARPER CONSTRUCTION INC Pay Method: CREDIT CARD 01420G Printed: Tuesday, November 12, 2013 11:23 AM 1 of 1 SYSTEMS Bill Rambo From: Bob Benedicto Sent: Wednesday, July 03, 2013 5:55 PM To: Ryan Larson Cc: Bill Rambo; Scott Moore Subject: RE: Pump Station #15 - Permits It is correct! From: Ryan Larson Sent: Wednesday, July 03, 2013 3:25 PM To: Bob Benedicto Cc: Bill Rambo; Scott Moore Subject: Pump Station #15 - Permits Bob, This email is to confirm our conversation today and document for the project file which permit listed below the City will be required to obtain for the subject project. Building Permit: Tukwila Public Works will not be required to obtain a building permit for the CMU block wall generator surround that is being constructed within an easement adjacent to the S. 180th street right-of-way. The City will inspect this aspect of the project using our project inspectors similar to a typical public works project within right-of-way. Mechanical Permit: Is required prior to installation of the generator and pad. (Note: per contract, the contractor is required to obtain the mechanical permit.) Electrical Permit: An electrical permit is required prior to electrical work on this contract. (Note: per contract, the contractor is required to obtain the electrical permit.) Please let me know if any of this information is incorrect. Thanks, Ryan Larson, P.E. Senior Engineer 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 (206)-431-2456 (work) (206) 571-1668 (cell) Ryan.Larson@TukwilaWA.gov The City of opportunity, the community of choice. 1 INSPECTION RECORD Retain a copy, with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188. (206) 431-3670 Permit Inspection'Request Line (206) 431-2451 Project Type of spection: Addre 9 t G Date Called: Special Instructions: ��� Date Wanted:a-Rm. Requester:' - - Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: It1 Pfit/i ?' G� Left : Inspect I\ Date: / 72 4 14 I I REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 111) 3-- 0 tO 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 Permit Inspection Request Line (206) 431-2451 Project:Type of Inspection: Ad res 11 Date Called: I Special Instructions: , • / Date Wanted: ! - I q P.m. Requester: Phone No: Approved per applicable codes. - Corrections required prior to approval. COMMENTS: l Date: 1 5 r' %-t } REINSPECTION FEE REQUIRED'. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO.. INSPECTION RECORD Retain a copy with permit M13 ...-6)26 PERMIT NO. CITY OFTUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje t: LA -5;5-71 Tfq of Inspection:.,,., Add4: 0 1 Date Called: Special Instructions: I O e�Date � Wanted: . u a.m. 1-Z 3 '-� .. e&. -e/ -'-.c% 9 s,:4',k e' - -I.%'f ir�bf:� Requester: Soret/ .4/ Pho a No: - -1 7 -3) 3.3 ElApproved per applicable codes. Corrections required prior t6 approval. COMMENTS: I ln) ,r// >� r M e- 4.77eAcTo r` -t 'ft - IA /a A4 f e ,1 S 1 . C-. ;n.� /FGw c r;s Th Date( 6-13 REINSPECTION FEE ` EQUIRED( Prior to next inspection: fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. . . i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit r1/113- cz.o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: c* ak--r--, k,.; \�� Type of Inspection: Fire Alarm: Address:�+ Suite #: 59 ‘k) S { Monitor: Contact Person: S—c6 ct.re. Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: oL Needs Shift Inspection: 1yo Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ _ Occupancy Type: Inspector: _-)5. r Date: (a\. Hrs.: k S $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 UZI HWA GE OS C IE NC E S INC. TRANSMITTAL Date: January 6, 2014 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 2 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVED CITY OF TUKWILA MAY 1 5 2014 PERMIT CENTER ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find an attached copy of Laboratory Test Results for sample designated C-1 (Concrete Break Strength) for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 Ml?rO2Dl The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you arc hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection FIELD AND LABORATORY CONCRETE TEST REPORT ASTM C 31, C 39, C 143, C172, C231, C1064, C1231 AASHTO T23, T22, T119, T141, T152, T309 Y N�it•� HWAGEOSCIENCES INC. CLIENT: City of Tukwila PROJECT: Storm water Lift Station # 15 Improvements HWA PROJECT NO: 2013-000-21 HWA TASK NO.: 23 TEST/SET # C-1 DATE CAST: 12/4/2013 DATE REC'D: 12/5/2013 DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST: Concrete Placed for Generator Foundation. COMPRESSIVE STRENGTH TEST DATA CYLINDER I.D. NUMBER AGE (days) CYL. WEIGHT (grams) TEST DATE (mm/dd/yy) CYL. TYPE (d"x I") DIAMETER (inches) X -SECT. AREA (sq. in.) MAX. LOAD (lbs) COMPR. STRENGTH (psi) FRAC. TYPE TECH. 2013 -000 -21C -1A 7 3867 12/11/13 4x8 4.01 12.63 - 58330 4620 5 AC ?013-000-21 C-1 E 28 3864 1/1/14 4x8 4.01 12.63 , 70690 5600 5 AC 2013 -000 -21C -1C 28 3894 1/1/14 4x8 4.01 12.63 71280 5640 5 AC 2013 -000 -21C -IC 28 3866 1/1/14 4x8 4.01 12.63 70910 5610 5 AC 2013 -000 -21C -IE 5 3884 12/9/13 4x8 4.01 12.63 54940 4350 5 AC 2013 -000 -21C -1F 2013-000-C-1 G 2013 -000 -21C -1H _.._. _____ •. �__.. 28 Day Average Compressive Strength 5620 Cap used: x Un -Bonded 0 Sulfur 0 Other. Specified Minimum: 3000 @ Ei JQ f 121 2 3 4 5 6 INFO. FROM SUPPLIER TICKET Supplier Name: Miles Max: Agg. Size (In): 7/8 Time Batched: 13:23 Plant Number: 203 Cement Type: I/Il Arrival Time: 13:48 Mix Code / No.: 04C4A Load Volume (yd3): 11 Start Unloading: 13:55 Truck Number: M018 Cum. Volume (yd3): 27 End Unloading: 14:20 Ticket Number: 150982 Admixtures: MB NC 534 FIELD TEST DATA Slump (inches): 4 1/4 Specified Slump (min -max): 4+-1 Time Sampled: 14:02 Entrained Air (%): . 5.1 Specified Ent. Air (min -max): 6+-1.5 Time Cyls Cast: 14:07 Conc. Temp. (F): 74 Ambient Air Temperature (F): 39 Cast By: SB Density (pcf): Initial Curing Temp (min -max): 24-31 Mold Type: Plastic MISCELLANEOUS INFORMATION / COMMENTS V Contractor / Subcontractor: Gary Harper Constuction Concrete Placement Method: Pump Truck Field test results reported to (Contractor Representative on Site) Field test results reported to Scott Moore (Client/Owner's Rep. on Site) Additional slump tests on the following truckloads: HWA also visually assessed the following truckloads: 2nd load Additional air tests on the following truckloads:AG ti Reviewed By: • This report applies only to the items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC. Revised: HB -1/23/2012 HWAGEOSCIENCES INC. TRANSMITTAL Date: December 18, 2013 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 4 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVED CITY OF TUKWILA MAY 15 221 PERMIT CENTER ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find attached copies of Field Report FR -006 and FR -007 along with Laboratory Test Results for sample designated C-1 (Concrete Break Strength) for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 HWAGEOSCIENCES INC. Fax. 425-774-2714 Field Report No.: FR -006 Date (mm/dd/yy): 12/17/2013 HWA Project No.: 2013-000-21 HWA Task No.: 23 Project Name Stormwater Lift Station #15 Improvements Location or Address ofProject Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Overcast and 40s Design Authority (engineer or architect of record) Pace Design Authority Representative HWA Project Manager Stephen Barrie General Contractor Gary Harper Construction General Contractor Representative HWA Field Representative Stephen Barrie FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 0530 Arrived at Site: 0615 Departed Site: 0845 End Travel: 1000 ACTIVITY BEING INSPECTED: Grout delivery and placement. ITEM BEING CONSTRUCTED: CMU block walls DETAILED LOCATION: All screen walls foundation to 4 foot elevation. TYPE OF INSPECTION: Continuous. STATUS AND DETAILS OF PLACEMENT OF THIS MATERIAL: At the time of our inspection, all CMU block had been placed and the reinforcing steel was in place per approved project plans. Grouting of the screen walls was carried out during our site visit. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: HWA carried out visual observation to confirm that cells are unobstructed and to confirm proper placement and consolidation techniques. Field testing included visual inspection of the slump of the grout, temperature of grout and casting of grout compressive strength specimens. Test results are summarized on HWA's 'Field and Laboratory Grout Concrete Test Report' for Set G-1. One set of 3 mortar samples was obtained at request of client. Test results are summarized on HWA's 'Field and Laboratory Mortar Test Report' for Set M-1. CONFORMANCE OF THIS ITEM: To the best of the inspector's knowledge, the item inspected was found in conformance with approved plans, specifications and RFIs, with the exception of any non-conformance items list below. Total time charged to this project including drive times, sample logging, and report writing is 5 hours. SIGNATURES: Signed: > .r7 — Reviewed: . HMI-lea–Representative HWA Project Engineer or Reviewer_) SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 HWAGEOSCIENCES INC. 21312 30th Drive SE, Suite 110 Bothell, WA 98021.7010 Tel. 425-774-0106 Fax. 425-774-2714 Field Report No.: FR -007 Date (mm/dd/yy): 12/18/2013 HWA Project No.: 2013-000-21 HWA Task No.: 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 30's Design Authority (engineer or architect of record) Pace Design Authority Representative HWA Project Manager Stephen Barrie General Contractor Gary Harper Construction General Contractor Representative HWA Field Representative Stephen Barrie FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 1000 Arrived at Site: 1100 Departed Site: 1115 End Travel: 1215 MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: I travelled to the site and picked up Grout and Mortar samples sets designated G-1 and M-1 cast of 12-17-13 and delivered them to the HWA GeoSciences laboratory for curing and compressive testing. Total time charged to this project including drive times, sample logging, and report writing is 3 hours. SIGNATURES: Signed.i�-- ^--------` Reviewed: H 'AW Field Representative HWA Project Engineer or Reviewer //L SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 FIELD AND LABORATORY CONCRETE TEST REPORT ASTM C 31, C 39, C 143, C172, C231, C1064, C1231 AASHTO T23, T22, T119, T141, T152, T309 HWAGEOSCIENCES INC. CLIENT: City of Tukwila PROJECT: Storm water Lift Station # 15 Improvements HWA PROJECT NO: 2013-000-21 HWA TASK NO.: 23 TEST/SET # C-1 DATE CAST: 12/4/2013 DATE REC'D: 12/5/2013 DESCRIPTION OF CONCRETE PLACEMENT REPRESENTED BY THIS TEST: Concrete Placed for Generator Foundation. COMPRESSIVE STRENGTH TEST DATA CYLINDER I.D. NUMBER AGE (days) CYL. WEIGHT (grams) TEST DATE (mm/dd/yy) CYL. TYPE (d"x I") DIAMETER (inches) X -SECT. AREA (sq. in.) MAX. LOAD (lbs) COMPR. STRENGTH (psi) FRAC. TYPE TECH. 2013 -000 -21C -1A 7 3867 12/11/13 4x8 4.01 12.63 58330 4620 5 AC 2013 -000 -21C -1E 28 3864 1/1/14 2013 -000 -21C -1C 28 3894 1/1/14 2013 -000 -21C -1C 28 3866 1/1/14 2013 -000 -21C -1E 5 3884 12/9/13 4x8 4.01 12.63 54940 4350 5 AC 2013 -000 -21C -1F 2013-000-C-1 G 2013 -000 -21C -1H 28 Day Average Compressive Strength Cap used: x Un -Bonded 0 Sulfur 0 Other. Specified Minimum: 3000 zo c &r1 4 INFO. FROM SUPPLIER TICKET Supplier Name: Miles Max: Agg. Size (in): 7/8 Time Batched: 13:23 Plant Number: 203 Cement Type: I/ll Arrival Time: 13:48 Mix Code / No.: 04C4A Load Volume (yd3): 11 Start Unloading: 13:55 Truck Number: M018 Cum. Volume (yd3): 27 End Unloading: 14:20 Ticket Number: 150982 Admixtures: MB NC 534 FIELD TEST DATA Slump (inches): 4 1/4 Specified Slump (min -max): 4+-1 Time Sampled: 14:02 Entrained Air (%): 5.1 Specified Ent. Air (min -max): 6+-1.5 Time Cyls Cast: 14:07 Conc. Temp. (F): 74 Ambient Air Temperature (F): 39 Cast By: SB Density (pcf): Initial Curing Temp (min -max): 24-31 Mold Type: Plactic MISCELLANEOUS INFORMATION / COMMENTS Contractor / Subcontractor: Gary Harper Constuction Concrete Placement Method: Pump Truck Field test results reported to (Contractor Representative on Site) Field test results reported to Scott Moore (Client/Owner's Rep. on Site) Additional slump tests on the following truckloads: HWA also visually assessed the following truckloads: 2nd load Additional air tests on the following truckloads: •,l il 01 ^ Reviewed By: .. t l This report applies only to the items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC. \,,,, Revised: HB -1/23/2012 YRI�i HWAGEOSCIENCES INC TRANSMITTAL Date: December 11, 2013 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 2 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVELi CITY OF TUKWILA MAY 15 Z. PERMIT CENTER Eli ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find attached a copy of Field Report FR -005 for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection rim I WAGEOSCEENCES 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax. 425-774-2714 Field Report No.: FR -005 Date (mm/dd/yy): 12/9/2013 HWA Project No.: 2013-000-21 HWA Task No.: 23 Project Name Stormwater Lift Station #15 Improvements location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Overcast and 30s Design Authority (engineer or architect of record) Pace Design Authority Representative HWA Project Manager Stephen Barrie General Contractor Gary Harper Construction General Contractor Representative HWA Field Representative Stephen Barrie FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 1030 Arrived at Site: 1115 Departed Site: 1130 End Travel: 1215 MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: I travelled to the site and picked up a field cured cylinder from set C-1 cast on 12-4-13 and delivered it to the HWA GeoSciences laboratory for compressive testing. The 3 remaining field cure cylinders were left on site on foundation under curing blanket. Total time charged to this project including drive times, sample logging, and report writing is 2 hours. SIGNATURES: Signed: Reviewed: HWAeld Representative HWA Project Engineer or Rev.ew: r n SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 HWA GEOS C I E NC E S INC. TRANSMITTAL Date: December 9, 2013 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 2 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVED. CITY OF TUKWILA MAY 15 2014 PERMIT CENTER ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find attached a copy of Field Report FR -004 for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 HWAGEOSCIENCES INC. Fax. 425-774-2714 Field Report No.: FR -004 Date (mm/dd/yy): 12/5/2013 HWA Project No.: 2013-000-21 HWA Task No.: 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 30's Design Authority (engineer or architect of record) Pace Design Authority Representative HWA Project Manager Stephen Barrie General Contractor Gary Harper Construction General Contractor Representative HWA Field Representative David Prihoda FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 1500 Arrived at Site: 1550 Departed Site: 1600 End Travel: 1715 MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: I travelled to the site and picked up cylinder set C-1 cast of 12-4-13 and delivered them to the HWA GeoSciences laboratory for curing and compressive testing. 4 cylinders were left on site as field cures. Total time charged to this project including drive times, sample logging, and report writing is 3 hours. SIGNATURES: y Signed: -- Reviewed: HWA Field Representative HWA Project Engineer or Reviewer SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 UZI HWAGE0SCIENCES INC. TRANSMITTAL Date: December 6, 2013 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 2 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVED CITY OF TUKWILA MAY 1 5 2014 PERMIT CENTER ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find attached a copy of Field Report FR -003 for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering , Hydrogeology Geoenvironmental Services Testing & Inspection U UstAI HWA .GEOSCIE NCE S INC. 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax. 425-774-2714 Field Report No.: FR -003 Date (mm/dd/yy): 12/4/2013 HWA Project No.: 2013-000-21 HWA Task No.: 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 30's Design Authority (engineer or architect of record) Pace Design Authority Representative HWA Project Manager Stephen Barrie General Contractor Gary Harper Construction General Contractor Representative HWA Field Representative Stephen Barrie FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 1200 Arrived at Site: 1315 Departed Site: 1545 End Travel: 1700 ACTIVITY BEING INSPECTED: Concrete delivery and placement. ITEM BEING CONSTRUCTED: Generator Foundation. DETAILED LOCATION: Generator Foundation. TYPE OF INSPECTION: Continuous. STATUS AND DETAILS OF PLACEMENT OF MATERIAL: The concrete was being placed by pump truck. Consolidation was accomplished with a concrete vibrator. HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: See HWA's 'Field and Laboratory Concrete Test Report' for Set C-1 for a summary of inspection and test data. CONFORMANCE OF THIS ITEM: To the best of the inspector's knowledge, the item inspected was found in conformance with approved plans, specifications and RFIs, with the exception of any non-conformance items list below. MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: Reinforcing steel was inspected to Engineer's drawing marked SK2 provided by Scott Moore of the city. Total time charged to this project including drive times, equipment loading/unloading, and report writing is 5.5 hours. SIGNATURES: Signed. --� HWA Field Representative Reviewed: HWA Project Engineer or Reviewer-.] SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 HINAGEoSCIENCES INC. TRANSMITTAL Date: December 5, 2013 From: Steve Barrie HWA Project No.: 2013-000-21 Task 23 Company: City of Tukwila Attention: Scott Moore Email / Fax No.: Scott.moore@tukwilawa.gov Phone No.: 206-431-2443 Number of Pages: 5 (Including cover sheet) 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax: 425-774-2714 RECEIVED CITY OF TUKWILA MAY 15 2014 PERMIT CENTER ORIGINAL TO FOLLOW BY MAIL ❑ Yes X No Subject: Stormwater Lift Station # 15 Improvements Please find attached a copy of Field Report FR -001 and FR -002 along with Laboratory Test Results for sample designated AG -1 (CSTC Proctor) for the subject project. If you have any questions or concerns, please call. Steve Barrie Office: 425-774-0106 The information in this fax message is confidential and intended only for the use of the recipient named above. If you receive this fax in error, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this message in error, please notify us by telephone immediately. Geotechnical Engineering Hydrogeology Geoenvironmental Services Testing & Inspection gum HWAGEOSCIENCEs INC. 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax. 425-774-2714 Field Report No.: Date (mm/dd/yy): HWA Project No.: HWA Task No.: FR -001 12/2/2013 2013-000-21 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 40's Design Authority (engineer or architect of record) Design Authority Representative HWA Project Manager Stephen Barrie General Contractor General Contractor Representative HWA Field Representative Dave Prihoda FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 1145 Arrived at Site: 1245 Departed Site: 1250 End Travel: 1400 MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: At the request of Scott Moore with City of Tukwila, I travelled to the project site and obtained a sample of the Crushed Surfacing Top Course (CSTC) and delivered it to the HWA laboratory for Proctor testing. Total time charged to this project including drive times, sample logging, and report writing is 3.5 hours. SIGNATURES: f7{/k/dPReviewed: Si9ned:__J it HWA"Id Representative HWA Project Engineer or Revl vt\r SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 1 HWAGEOSCIENCES INC. 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0106 Fax. 425-774-2714 Field Report No.: Date (mm/dd/yy): HWA Project No.: HWA Task No.: FR -002 12/3/2013 2013-000-21 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 40's Design Authority (engineer or architect of record) Design Authority Representative HWA Project Manager Stephen Barrie General Contractor General Contractor Representative HWA Field Representative Dave Prihoda FIELD REPORT SUMMARY OF FIELD TIME SPENT ON PROJECT TODAY: Start Travel: 0745 Arrived at Site: 0900 Departed Site: 0930 End Travel: 1030 ACTIVITY BEING INSPECTED: Compaction of Crushed Surfacing Top Course (CSTC) for use as the generator pad. DETAILED LOCATION: The specific locations and elevations tested are summarized on the attached 'Field Compaction Test Report'. TYPE OF INSPECTION: Periodic. DETAILS OF PLACEMENT OF THIS MATERIAL: Based on information provided by the contractor, the CSTC was placed in thin lifts and compacted using both a jumping jack and a small vibratory plate compactor HWA INSPECTION ACTIVITIES RELATED TO THIS ITEM: HWA carried out compaction testing. HWA was not able to observe the lift placement nor the compaction application prior to testing. At all test locations, material placement and compaction was fully complete prior to our arrival. Test results are summarized on the attached 'Field Compaction Test Report'. At the time of compaction testing, the CSTC was frozen. CONFORMANCE OF THIS ITEM: To the best of the inspector's knowledge, the item inspected was found in conformance with approved plans, specifications and RFIs. MISCELLANEOUS ACTIVITIES, OBSERVATIONS AND/OR COMMENTS: Total time charged to this project including drive times, equipment loading/unloading, and report writing is 4 hours. SIGNATURES: Signe HWA Field Representative Reviewed: HWA Project Engineer or Revi`e'wer SUMMARY OF UNRESOLVED ISSUES Report# Item# Status There are no outstanding issues at this time. This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 1 of 2 HWAGEOSCIENCES INC. 21312 30th Drive SE, Suite 110 Bothell, WA 98021-7010 Tel. 425-774-0108 Fax. 425-774-2714 Field Report No.: Date (mmlddlyy): HWA Project No.: HWA Task No.: FR -002 12/3/2013 2013-000-21 23 Project Name Stormwater Lift Station #15 Improvements Location or Address of Project Tukwila, WA Permit No. Client City of Tukwila Client Representative Scott Moore Weather Partly Sunny, 40's Design Authority (engineer or architect of record) Design Authority Representative HWA Project Manager Stephen Barrie General Contractor General Contractor Representative HWA Field Representative Dave Prihoda FIELD COMPACTION TEST REPORT - NUCLEAR METHOD MATERIAL BEING PLACED: See accompanying field report. PROJECT IMPROVEMENT TESTED: See accompanying field report. Test No. Detailed Test Location Elev'n or Depth B.G.** Probe Depth (in) Lab Control* (Proctor/Rice/Marshall) Field Test Relative Density Moist. Compaction ID # Max. Dens. Opt. Moist. Over Size % Total pcf Dry pcf Moist. % Field % Spec % 1 5' E. and 7' S. of the NW comer of the slab. Grade 8" AG -1 134.7 8.9 <5 137.7 128.8 6.9 96 95 2 Approximate center of slab. Grade 8" AG -1 134.7 8.9 <5 135.5 127.8 6.0 95 95 3 4 5 6 7 8 9 10 11 12 13 Test Method Densometer: *Lab Control: X ASTM D6938 (soil) X Troxler 3440 Serial #: 37406 Troxler 3430 ASTM D2950 (asphalt) Troxler 3411-B Density Standard Count.: 2552 Standard Proctor Asphalt Marshall Density X Modified Proctor Other: CPN MC1-DR-P Moisture Standard Count: 716 Asphalt Maximum Theoretical Density (Rice) COMMENTS: Test locations and elevations are approximate. Testing provides data only for a specific test location and to a limited depth. Accompanying field report provides additional information. **Depth B.G. indicates depth below grade. Grade means the design finish grade of the current type of fill material being placed. Bolded results indicate compaction below specified value. Completed By: Dave Prihoda Reviewed By: Stephen Barrie This report should only be reproduced in its entirety. Report is not final until signed by HWA field representative and HWA reviewer. Page 2 of 2 LABORATORY COMPACTION CHARACTERISTICS OF SOIL CLIENT: City of Tukwila garin HWAGEOSCIENCES INC. PROJECT: Storm water Lift Station #15 Improvements, Tukwila SAMPLE ID: AG -1 PROJECT NO: 2013-000 T23 Sampled By: DP Date Sampled: 12/2/2013 Date Received: 12/2/2013 Tested By: AC Date Tested: 12/3/2013 MATERIAL TYPE OR DESCRIPTION: Crushed Surfacing Top Course Percent Oversize MATERIAL SOURCE, SAMPLE LOCATION AND DEPTH: Lloyds Max. Dry Density (pcf)* 134.7 D 698 • 8.9 Natural Moisture Content: Oversize: 0 % retained N/A • % Designation: ASTM X ASTM D 1557 Method: A B X C on: 3/4 in. Preparation: Dry X Moist Rammer: X Auto Manual Assumed S.G.: 2.73 6.9 6.5 Test Data Dry Density (pcf) 130.2 132.3 . 134.7 131.9 Moisture Content (%) 5.4 6.9 8.9 10.4 145 Percent Oversize <5% Max. Dry Density (pcf)* 134.7 Optimum Moisture (%)* 8.9 30.0% 134.7 136.1 137.6 139.1 140.6 142.2 143.7 8.9 8.5 III 1 It 7.7 Dry Density (pcf) n o cn wo 6.9 6.5 \\ \ l---• Rock Corrected Curve per ASTM D4718 - x _ • • Lab Proctor Curve x .. _ . _ .. 100% Saturation Line •\ .\ x. '.--e\I \ 17 \ 1 x. 1 0 2 4 6 8 10 12 14 16 18 20 Moisture Content (%) Data Summary* Percent Oversize <5% Max. Dry Density (pcf)* 134.7 Optimum Moisture (%)* 8.9 values corrected for oversize material per Test Values At Other Oversize Percentages 0.0% - 5.0% 10.0% 15.0% 20.0% 25.0% 30.0% 134.7 136.1 137.6 139.1 140.6 142.2 143.7 8.9 8.5 8.1 7.7 7.3 6.9 6.5 Reviewed By: i0 ''' FIGURE This report applies only to the items tested, and may be reproduced in full, with written approval of HWA GEOSCIENCES INC. RECEIVED CITY OF TUKWILA MAY 1 5 2014 PERMIT CENTER RECEIVED CITY OF TUK 'VILA MAY 15��. PERMIT CENTER RECEIVED CITY OF TUKWILA MAY 1 5 2C,1 PERMIT CENTER ECEIVED CITY OF TUKWILA MAY 1 5 2014 PERMIT CENTER 4 5 p r)-7 "C. - 45.-c 4e- Ic�2 SEPARATE PERMIT FE?UIRED FOR: 0 Mechanical goElectrical Iiii0Plumbing Q.Gas Piping Ci!y of Tukwila FIS R NG DIVISION '6 g/2 S.—r io 5� /moofS /3z' z o STORM LIFT FY Permit No. Plan review approval is subject to errors and omi ECOPY n I FA T I N #15',7c:.lial.ofalr construction documents does not ltl��;;:��� � ...tu on of any adopted code or ordinance. Ret Field Copy and . � � , � , � � is acknowledgedIVI i'ROVEM EN i84.)proved PROJECT NO. 91041203 MAYOR JIM HAGGERTON DIRECTOR OF PUBUC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET NO C1.0 C1.1 C2.0 C3.0 C3.1 C4.0 C4.1 El E2 E3 E4 E5 By zfer, An ��--(C—fs City Of Tukwila BUILDING DIVISION Date: CITY COUNCIL KATHY HOUGARDY, PRESIDENT JOE DUFFIE VERNA SEAL DE'SEAN QUINN DENNIS ROBERTSON KATE KRULLER ALLAN EKBERG 1171 F COVER SHEET CONSTRUCTION NOTES EROSION CONTROL PLAN, NOTES AND DETAILS SITE PLAN SITE PLAN DETAILS STRUCTURAL NOTES STRUCTURAL NOTES AND DETAILS SYMBOLS AND ABBREVIATIONS ELECTRICAL SITE PLAN ONELINE DIAGRAM EQUIPMENT ELEVATIONS & SCHEDULES WIRE DIAGRAM & DETAILS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. :1=: ,v;s ons wiil require a new plan submittal C , may include additional plan review fees. PUBLIC WORKS DEPTO -ENGI NEER I NG -STREETS -WATER -S EWER-PARKS-BUI LD I NG - NIA Wan 11KJ .Jvetx Min mIsm xi& NIA ,r r. ,`0' "4 it REVIEWED FOR --_; CODE COMPLIANCE APPROVED DEC 0 4 2013 4fty of Tukwila BUILDING DIVISION Is)12nd A:+1rm. ab "060 6..id 14696161 p.205.411.11651 I. 2:G.116.7167 ,>r,w.mn PROJECT LOCA 770N RECEIVED CITY OF TUKWILA NOV .122013 PERMIT CENTER CAI/ 151 BUSINESS cii) DAYS NONE YOU Dia [CAI/ STORM LIFT STATION #15 IMPROVEMENTS COVER SHEET CC1 Il. ro P113/2 CV fJ Y! u..4 IlTB .A. sibsAtY 2013 golOr kkVkO2OR CONSTRUCTION NOTES PRIOR TO STARING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS. CONTACTS.` PROJECT MANAGER KEN NLSEN, P.E 208 441-1855 DESIGN ENGINEER JOHN MeALPINE, PE. 206 441-1835 OWNER CITY OF TUKWILA PETER LAU 208 431-2454 1. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIED SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE MAY AND NOT NECESSARILY COMPLETE. 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 NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTIUTES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE CITY OR THEIR REPRESENTATIVE SNAIL BE IMMEDIATELY CONTACTED IF A UTILITY CONFUCT EXISTS. 2. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS. AND A CURRENT COPY OF CITY OF IUKWLA DEVELOPMENT GUDEJNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE 4. ALL. WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE ENGINEER. AND THE CITY OF TUKWILA. 5. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKYALA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERVASE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALLMAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 7. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PRO.ECT FINAL APPROVAL B. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED CR REMOVED DUE TO CONSTRUCTION. 10. RETAIN. REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY. EASEMENTS. AND ACCESS TRACTS. 11. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE OATH THE 'STANDAR SPECIFICATIONS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER. 2010 EDITION. TOGETHER BETH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 12. R 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 -O' -WAY. cONSTRUCTiON 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS RECURRED TO MAINTAN 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. CONTRACTOR SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CITY OF TUKWILA ENGINEERING DEPARTMENT (208) 433-0179 MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. .3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET INC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CTT RIGHT-OF-WAY. THE CONTRACTOR 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. AU. WORK REQUIRING LANE CLOSURES MUST BE PRE -APPROVED. FROM THE THIRD THURSDAY IN NOVEMBER TO INE FOLLOWING JANUARY 2ND. THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE. PEDESTRIAN. AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT AU. TIMES. EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E AU. 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 MOUNTED STEEL PLATE OVER ANY TRENCH. AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING MY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING UNITS. 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 (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO ESC PLAN. 4. ESC MEASURES INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. S. 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 E THROUGH APRIL 30. PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT EAU. REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8. SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE NET SEASON (OCTOBER 1 THROUGH APRIL 30 MULCH ALL SEEDED AREAS. 7. DURING LIFE OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES: WALLS, DRAINS. DAVIS. STRUCTURES, VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 8. THE CONTRACTOR SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL WITH THE OWNER'S APPROVAL REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 9. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE MOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LAWS. 10. AS THE FIRST ORDER OF BUSINESS. THE CONTRACTOR SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABUSH THE UPSTREAM PERMANENT ESC MEASURES. BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. 11. THE CONTRACTOR SHALL AT ALL TIMES PHL ECT SENSITIVE AREAS, THEIR BUFFERS. AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY CR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE CONTRACTOR SHAU. RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT. SENSITIVE AREAS. THEIR BUFFERS, AND PUSUC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE CONTRACTORS OPERATIONS. 12. CONTRACTOR SHALL ARRANGE FOR AND COMPLY VATH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN, C. MAINTAIN AU. ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS. CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SITUATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. uT1JTY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET VASA REQUIREMENTS. 2. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKOALA DEVELOPMENT GUIDELINES AND DESIGN MID CONSTRUCTION STANDARDS. AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL. UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE'. OR 'DRAINS TO GROUNDWATER', AS APPLICABLE 3. DRIVEWAY CULVERTS SHAU. BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. PUBLIC WORKS DEPT. -ENGI NEER I NG -STR EETS -WATER-S EIMER- PAIFI KS41L11LDING- tfO12nd Mom tIrts 1000 IMaae. IVA5A101 PACE p. 2011441.10501 1.200.4107167 CMI I Shea/ I pt+m7MI Suw7 .r!nw+Vt!rmC:,C+c Yxcav7lcan REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 • City of Tukwila BUILDING DIVISION STORM LIFT STATION #15 IMPROVEMENTS CONSTRUCTION NOTES RECEIVED CITY OF TUKWILA NOV 1 2 202 PERMIT CENTER CALL 1V BUSINESS DAYSBEFORE YOU OIG 148004424.6555 HORIZ. D Scale In Feet IS FOOT UTILITY EASEMENT` M TO TIE OTT Cf RECO 63431176 INSTALL TEMPORARY, FABRIC COVERED. X CHAIN LINK FENCEPER EASEMENT LANGUAGE I D1- POCRCPOSEGENERATOR_ __ .. -•INNING OVER TRS'` CATCH BASIN INSERT` • IS FOOT U11UTY EASDNENT TO THE OW OF TUTSILA • REDO 131211)0074 , ::i : •. <, --•L 1O FOOT ELECTRICAL EASEMENT MONO FA JIIES 114I01 1HE SOUTH 30 FEET OF THE PROPERTY RECO e20714034a s. INGRESS SS TO STE MUST REMAIN OPEN TO TRAFFIC HIGH NSIBIUTY SILT FENCE EXISTING UNDERGROUND STORM- WATER PUMP STATION •, . 3.1801H t HEITI SOLO WALLS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. rr_ I I B' MAX. I I II / II LJ POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED L NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2'x2' BY 14 Ga. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED HIGH VISBXUTY FILTER FA3RIC1 MINIMUM 4x4 TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4'-1.S' WASHED GRAVEL 2'x4 WOOD POSTS. STEEL FENCE POSTS, REBAR. OR EQUIVALENT HIGH VISEILITY SLT FENCE (f) NTS CATCH BASIN FILTER MEDIA FOR DEWATERING CATCH BASIN INSERT NTS NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE. THE MEANS TO DEWATER THE STONED SEDIMENT. AN OVERFLOW, AND CAN BE EASILY MAINTAINED, STANDARD ESC PLAN NOTES -' -- REVIEWED FOR_ .. CODE COMPLIANCE APPROVED DEC 0 4 2013 INGRESS/EGRESS TO SITE LUST REMAIN OPEN TO TRAFFIC City of Tukwila BUILDING QIVISIOI am AucnoN sEaILED CONSTRUCTION SECUENCE IS NEEDED TO ENSURE THAT 1. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CCNSTEIUTE AN APPROVAL OF PERMANENT R f1 C rasa C n i,r V AND SEDIMENT CONTROL MEASURES ARE APPLIED AT THE AND LOCATION OF ROADS PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES. UTILITIES, ETC.). APPROPRIATE EWES, A RECOMMENDED CONSTRUCTION SECUENCE IS PROVIDED BELOW 2. a 4. a 6. 7. B. 9. to. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION. MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIU1IES IS THE RESPONSIBIUTY OF THE CONTRACTOR UNTIL AU. CONSTRUCTION IS APPROVED. THE BOUNDARIES OF THE CLEARING UNITS SHORN ON THIS PLAN SHALL BE DEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING. IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD. NO DISTURBANCE BEYOND THE CLEARING UNITS SHALL BE PERMITTED. THE CLEARING UNITS SHALL BE MAINTAINED BY THE CONTRACTOR FOR TIE DURATION OF CONSTRUCTION. THE ESC FACIUTIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. THE ESC FACIUTIES SHOW ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED STE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACLITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES. ETC.). THE ESC FAOUTIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING, WRITTEN RECORDS SHALL BE KEPT OF WEEKLY RENEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). ANY AREAS OF EXPOSED SOILS. INCLUMING ROADWAY EMBANKMENTS, THAT WALL NOT BE DISTURBED FOR TWO DAYS DURING THE RET SEASON CR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G.. SEEDING, MULCHING, PLASTIC COVEDTINO, ETC.). THE ESC FAQUTIES ON INACTIVE ETES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. AT NO TIME SHALL MORE THAN 8' OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. AU. CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT—LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABIUZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION CF THE PROJECT. 11. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACIUTY. 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED. IT SHALL BE APPUED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 13. PRIOR TO THE BEGINNING OF NE WET SEASON (OCT.1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY. THE CITY CAN REQUIRE SEEDING CF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACIUTIES. PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- a bgrtld IMMO NCI 4146,e1 Y.MII n4.n .Mtl P74- PACE .nGart 15e oaCn:i yr/ 16012nd Arms, Sits ION S401e, WA 05101 p 20,3.401.18551 I. 205.148.7167 C.a2150.. r.I II "n61 S.mq peuergamm 1. HOLD THE PRE—CONSTRUCTION MEETING. 2. INSTALL CATCH BASIN PROTECTION. 3. INSTALL AND MAINTAIN IN A SECURED FASHION TEMPORARY. FABRIC COVERED, CHAIN LINK FENCING AT THE PERIMETER OF THE EASEMENT AREA FOR THE OURATION OF THE IMPROVEMENTS. INE SITE FENCING SHALL REST UPON TEMPORARY BASES AND SHALL NOT BE EMBEDDED INTO THE PAVEMENT OR GROUND. 4. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 5. RELOCATE SURFACE WATER CONTROLS OR EROSION CONTROL MEASURES. OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE NINO COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 6. COVER AU. AREAS THAT RILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH. COMPOST, PLASTIC SHEETING OR EQUIVALENT. 7. UPON COMPLETION OF THE PROJECT, STABIUZE AU. DISTURBED AREAS AND REMOVE BLIPS IF APPROPRIATE. STORM LIFT STATION #15 IMPROVEMENTS EROSION CONTROL PLAN, NOTES AND DETAILS RECEIVED CITY OF TUKWILA NOV .12 2013 PERMIT CENTER 1 �CALL i O BUSINESS cull) DAYS WORE YOU DIG `141004245555) 13 reAix. r+I. AS ITCHEDdeb ALLY 2013 5 5 I F O O Lo 0 d 0 PROVIDE r HMA 1/2 ASPHALT PATCH AT DISTURBED AREAS AROUND STRUCTURE. PROVIDE NEAT CUT AND SEAL COST SHAILBE CONSIDERED INCIDENTAL TO I MU STRUCTURE N 164337.69 E 1287599.79 RESTRIPE (F DAMAGED) TO MATCH EXISTING SAV/CUT TO PROVIDE STRAIGHT CONTINU UNE WHERE MATCHING EXIS11 C PAVEMENT. TAO( AND SEAL EDGES (TYPICAL 3 SIDES) _ 0 0 RE -INSTALL CURB. COST SHALL BE CONSIDERED INCIDENTAL N 164321.70 E 1287599.10 f -1 col I u s ei><o A - vetJ pi S 41'1 IsCX Fa * t t• cAT i 0 i 'T vt- QIl9• > INTERIOR OF CMU STRUCTURE SHALL HAVE A 3 CONCRETE SURFACE OVER 4' CSTC BASE. PROVIDE 6x6 W2.9 x 2.9 MESH IN SLAB. INSTALL EXPANSION JOINT MATERIAL ALONG CONC. STEM WALL AND GENERATOR PAD. _-------`- PERMANENT BALLARD - (TYP OF 2) SEE SHEET C3.1 N 164335.82 E 1287643.09 0 0 0 HORIZ. ? 1? Scale In Feet TEMPORARY CONSTRUCTION FENCE PER NOTE 3 SHEET C2.0 (ENTIRE FENCE NOT SHOWN) RE -STRIPE PARKING. REMOVE EX. HATCH MARKS. 0 0 0 0 PROVIDE II THUJA OCCIDENTAUS EMERALD/EMERALD ARBORUITAE SIZE HT. 4' O.C. PLANTINGS SHALL BE PERFORMED BY A UCENSED LANDSCAPER. PROVIDE PLANTING MIX AS REQUIRED. 0 0 O BURIED ELECTRICAL POWER TO UGIT POLE. APPROXIMATE LOCATION SHOWN. EXACT DEPTH AND SIZE UNKNOWN. CONTRACTOR MAY ENCOUNTER DURING FOOTING EXCAVATION. RELOCATE AS REQUIRED. N 164319.83 E 1287642.40 • 4'x4'1c4. CONCRETE LANDING WITH 6x6 W2.9 x 2.9 MESH IN SLAB. REVIEWED FOR COD�E�CORNI1'ICE OVED DEC 0 4 2013 • City of Tukwila BUILDING DIVISION City of Tukwila BUILDING DIVISION \ \ -__I___ •. RE -INSTALL CURB. COST SHALL BE CONSIDERED INCIDENTAL RECONNECT HOSE BIB OVE AND REPLACE CRETE SIDEWALK AT EXPANSION JOINTS RE -STRIPE ATCHING IN NO P NG AREA. INSTALL NO PARKING SIGN ON TREATED 4W POST. PROVIDE CCNC. ENCASEMENT. HOT BOX AND RPBA RECEIVED OF TUKWILA NOV 1 2 2013 REMOVE EX. BACKFLO1r ERMI -CEN ET DEVICE AND VAULT. CONNECT 1. COPPER TO MEIER OUTLET. CORE DRILL THROUGH PUMP STATION WALL AND INSTALL NEW 1. COPPER. CONNECT TO EX. SYSTEM INSIDE PUMP STATION. IDAT5 BEFOREM MIMS= I) 1 PUBLIC WORKS DEPT. - EN G I N EER I N G-STR BETS -WATER -SEWER -PARKS -B U I LD I N G- 4 J1M1 NIU olciee oy s KIN JAMA ----......"...") N0,2MAmmo e10t elaro A.20QA11.,e81.20e.4N1,67 C1415Yu212011PIVl Sure/ M EnpnoOa ylolOf.4.a Cealeq.a a STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN sie +� AO NOT® A! JULY 2013 C4 , 9e 43'-4• 7'-6- 36• WIDE x 84- HIGH DOOR WALL WITH TOP CAP TURNING VANE 9. 76- WIDE K Be HIGH DOOR (TYP) A I B' 2- X 4- DRAINAGE OPENING (TYP OF 7) GENERATOR - PLAN VIEW PROVIDE BROWN FLASHING. AS REQUIRED 6' 2 5�/8- MIN. EMBED 0 3/8. 0 WEDGE ALL ANCHORS. 5'-6- 2-x6- LEDGER W/ 3/8. 0 SIMPSON WEDGE ALL ANCHORS 0 4. O.C. -+ SIMPSON LU26 2-x6. 0 16- O.C. SHEET METAL ROOF WITH 1/2- EXTERIOR PLYWOOD STRUCTURAL AND /1 UNDER 30 LB FELT SIMPSON H2.5 CUP 0 EA. 2 -x6 - AWNING DETAL CUTTER lV 5/4-K6- FASGA OFT. NO.1 4-x10- SIMPSON LGUM410 0 EA. END OF 4 -x10 - BEAM. USE (2) 3/8.0 WEDGE -ALL ANCHORS O EA. HANGER. USE BOTTOM ROW OF BOLT HOLES ON HANGER. END CAP (TYP. OF 2) EXT.GRADE FASTENERS PROVIDE OPENING IN FOUNDATION FOR DOWNSPOUT DRAIN GUTTER DETAL 4- SOUD BLOCK MOUNTAIN BROWN DETAL A N.TB CONCRETE FOOTING r X 4- DRAINAGE OPENING LEVEL WITH ASPHALT (TTP OF 5) 36- WIDE x 64• HIGH DOOR one wmum— wwmon wwwwwwwww------wwwwwii-- ------wwwwwwwwwwww In— www—On IBM— —M W --. Min wwwwwwwwwwwwwwwwww www NMI wwwwww,•m..w wwwwwwwwwwwwEll wwwwwwwwwwwwwwi.w..wnMI_ ■ Mil wwwwwww wwNM= =In ww.w wwwwwwww_ 111111111■ww�rwwww U w .wwwwwww�l., �1w ______111111111111111w wwwwwwww_>• MEI ■wwKIM==I== ,w',,Tllwwwwww.—h MINN SPUT FACE CMU ROSE BROWN ALL DOORS SHALL BE COATED SAME COLOR AS CMU TOP BLOCK MOUNTAIN BROWN PROVIDE BROWN FLASHING FROM TOP OF CMU ALONG FULL SLOPE OF METAL ROOF BROWN METAL ROOF GUTTER DOWNSPOUT PUBLIC WORKS DEPT. -ENGIN EERING-STREETS-WATER-SEWER-PARKS-BUILDING- PROVIDE 1. OPENING BETWEEN DOOR BOTTOM AND ASPHALT WALL GENERATOR - PLAN VIEW 3� SEE DETAIL A ABOVE 1. EXACT SIZE OF GENERATOR PAD SHALL BE DETERMINED IN THE FIELD. CONTRACTOR SHALL PROVIDE MINIMUM 6' OVERHANG EACH SIDE OF GENERATOR. 2. FASTEN GENERATOR TO CONCRETE PAD PER MANUFACTURERS RECOMMENDATION. 3. PROVIDE MINIMUM 12• COMPACTED CSTC UNDER PAD. 2 m N /5 0 12- O.C. EACH WAY CHAMBER EDGES 1_ CHAMBER EDGES 1 - GROUND WDOC WALL WIN TOP CAP ANDIDR BOLT TURNING VANE TO OWJ WAIL PER MANUFACTURES RECOMMENDAIIDIS 0 DRAIN HOLE� TURNING VANE ' 1= -1-=1 x=111 :111 � �I I II � �� I II � �I I II � �ITl�ki 11=111F:111=i TI � IT1 F,111-1---1' TOP OF FINISH GRADE FUEL TANK GENERATOR PAD 5 GALLON FUEL F1LL/SPLL BUCKET jx(/� GENERATORA/- SECTION A -A k'& Named ,�o /C-7Dct, G�r`s,�PsllOyS o� e•le YCi' T/ 'f LtrIII.9Q i%Qhe J pAd_ / FILL WITH CONCRETE AND ROUND OFF TOP F, COMMERGAL GLASS ( )REVIEWED FOR ( ODE COMPLIANCE APPROVED ; \` DEC 0 4 2013 \ \`�k,\, 1'-6- MIN DIA a JAY NKI —NI KIWI Jw CSTC 0 95% MOO. COMPACTION GENERATOR PAD DETAIL NTS \ 1601 2nd Ammo M AM. s.e.,wAeelo, 7167 XM Chi I StrRNrN I PlannilgI Sant MEgwrySeaascai-1 1. = • 74) 6• SCHEDULE 40 STEEL PIPE, GRIND SMOOTH ALL ROUGH AREAS AND EDGES, PAINT YELLOW SLOPE TO SHED WATER w`Y`‘ HLCEIVED %'%" 'Y OF TU KW I LA City of Tuifwlla BUILDING DIVISION BOLLARD DETAIL NTS_ STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN DETAILS NOV 1 2 2013 PERMIT CENTER TNO MESS DMS IRE YOU NO 14100x424 O 36- DOOR ADDED 30- DOOR INCREASED TO 36 - dole roman tiro P111172aum OM M NOTED 6N JULY 2013 .ala i HIE 0 a i idol EDGE OF FUEL TANK GENERATOR 5 GAL. FUEL FILLI /SPILL BUCKET 8.5' X 25.25' 4 _ z -e DRAIN HOLES MI 0 \I\ MNIA • IMII= I ■ww w wM ww. =i=0 •=1 76- WIDE K Be HIGH DOOR (TYP) A I B' 2- X 4- DRAINAGE OPENING (TYP OF 7) GENERATOR - PLAN VIEW PROVIDE BROWN FLASHING. AS REQUIRED 6' 2 5�/8- MIN. EMBED 0 3/8. 0 WEDGE ALL ANCHORS. 5'-6- 2-x6- LEDGER W/ 3/8. 0 SIMPSON WEDGE ALL ANCHORS 0 4. O.C. -+ SIMPSON LU26 2-x6. 0 16- O.C. SHEET METAL ROOF WITH 1/2- EXTERIOR PLYWOOD STRUCTURAL AND /1 UNDER 30 LB FELT SIMPSON H2.5 CUP 0 EA. 2 -x6 - AWNING DETAL CUTTER lV 5/4-K6- FASGA OFT. NO.1 4-x10- SIMPSON LGUM410 0 EA. END OF 4 -x10 - BEAM. USE (2) 3/8.0 WEDGE -ALL ANCHORS O EA. HANGER. USE BOTTOM ROW OF BOLT HOLES ON HANGER. END CAP (TYP. OF 2) EXT.GRADE FASTENERS PROVIDE OPENING IN FOUNDATION FOR DOWNSPOUT DRAIN GUTTER DETAL 4- SOUD BLOCK MOUNTAIN BROWN DETAL A N.TB CONCRETE FOOTING r X 4- DRAINAGE OPENING LEVEL WITH ASPHALT (TTP OF 5) 36- WIDE x 64• HIGH DOOR one wmum— wwmon wwwwwwwww------wwwwwii-- ------wwwwwwwwwwww In— www—On IBM— —M W --. Min wwwwwwwwwwwwwwwwww www NMI wwwwww,•m..w wwwwwwwwwwwwEll wwwwwwwwwwwwwwi.w..wnMI_ ■ Mil wwwwwww wwNM= =In ww.w wwwwwwww_ 111111111■ww�rwwww U w .wwwwwww�l., �1w ______111111111111111w wwwwwwww_>• MEI ■wwKIM==I== ,w',,Tllwwwwww.—h MINN SPUT FACE CMU ROSE BROWN ALL DOORS SHALL BE COATED SAME COLOR AS CMU TOP BLOCK MOUNTAIN BROWN PROVIDE BROWN FLASHING FROM TOP OF CMU ALONG FULL SLOPE OF METAL ROOF BROWN METAL ROOF GUTTER DOWNSPOUT PUBLIC WORKS DEPT. -ENGIN EERING-STREETS-WATER-SEWER-PARKS-BUILDING- PROVIDE 1. OPENING BETWEEN DOOR BOTTOM AND ASPHALT WALL GENERATOR - PLAN VIEW 3� SEE DETAIL A ABOVE 1. EXACT SIZE OF GENERATOR PAD SHALL BE DETERMINED IN THE FIELD. CONTRACTOR SHALL PROVIDE MINIMUM 6' OVERHANG EACH SIDE OF GENERATOR. 2. FASTEN GENERATOR TO CONCRETE PAD PER MANUFACTURERS RECOMMENDATION. 3. PROVIDE MINIMUM 12• COMPACTED CSTC UNDER PAD. 2 m N /5 0 12- O.C. EACH WAY CHAMBER EDGES 1_ CHAMBER EDGES 1 - GROUND WDOC WALL WIN TOP CAP ANDIDR BOLT TURNING VANE TO OWJ WAIL PER MANUFACTURES RECOMMENDAIIDIS 0 DRAIN HOLE� TURNING VANE ' 1= -1-=1 x=111 :111 � �I I II � �� I II � �I I II � �ITl�ki 11=111F:111=i TI � IT1 F,111-1---1' TOP OF FINISH GRADE FUEL TANK GENERATOR PAD 5 GALLON FUEL F1LL/SPLL BUCKET jx(/� GENERATORA/- SECTION A -A k'& Named ,�o /C-7Dct, G�r`s,�PsllOyS o� e•le YCi' T/ 'f LtrIII.9Q i%Qhe J pAd_ / FILL WITH CONCRETE AND ROUND OFF TOP F, COMMERGAL GLASS ( )REVIEWED FOR ( ODE COMPLIANCE APPROVED ; \` DEC 0 4 2013 \ \`�k,\, 1'-6- MIN DIA a JAY NKI —NI KIWI Jw CSTC 0 95% MOO. COMPACTION GENERATOR PAD DETAIL NTS \ 1601 2nd Ammo M AM. s.e.,wAeelo, 7167 XM Chi I StrRNrN I PlannilgI Sant MEgwrySeaascai-1 1. = • 74) 6• SCHEDULE 40 STEEL PIPE, GRIND SMOOTH ALL ROUGH AREAS AND EDGES, PAINT YELLOW SLOPE TO SHED WATER w`Y`‘ HLCEIVED %'%" 'Y OF TU KW I LA City of Tuifwlla BUILDING DIVISION BOLLARD DETAIL NTS_ STORM LIFT STATION #15 IMPROVEMENTS SITE PLAN DETAILS NOV 1 2 2013 PERMIT CENTER TNO MESS DMS IRE YOU NO 14100x424 O 36- DOOR ADDED 30- DOOR INCREASED TO 36 - dole roman tiro P111172aum OM M NOTED 6N JULY 2013 o � <, o (9(I) a•-• -C 0 co c c, 0' m ZFri O m 'A C) 3 (Q co O, - D 3 0 TI O c co N (O co C) O 0 UL D co KD (D 3 co 3 UL co co 3 co KD 0 o04c)'‘'e/c 19 vj GENERAL THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE DETAIL MARKED'TYPICAL' WHEREVER APPUCABLE. CHANGES, OMISSIONS OR SUBSTITUTIONS ME NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. REFER TO THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). NE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING. SHORING, TEMPORARY SUPPORTS, ETC.. IS THE SOLE RESPONSIBILITY OF NE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY NE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR NE STABIUTY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL SHEAR WALLS. ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABUTY PRIOR TO THE APPUCATION OF THE ABOVE MENTIONED COMPONENTS. THE GENERAL NOTES APPLY TO AU. STRUCTURES UNLESS NOTED OTHERWISE UN.0.). LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE MECHANICAL ARCHITECTURAL. ELECTRICAL. PLUMBING AND VENTILATION SECTIONS OF NE DRAWINGS AND KITH SUPPUERS AND SUBCONTRACTORS AS MAY BE REQUIRED. SHOP DRAWINGS SHOP DRAWINGS. WHERE REQUIRED. SHALL 8E CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. DESIGN LOADS SNOW LOAD_._._._........._ ....................... -..25 PSF BASIC WIND ........ .80 MPH, EXPOSURE C. SEISMIC LOADING ........- ..................._._..... .ZONE 3, t - 1.0 MADAM! DESIGN ALLOWABLE SOIL BEARING PRESSURE - 2.000 PSF. U.N.O. EXTEND ALL FOOTINGS 2 -O MINIMUM BELOW FINISHED GRADE. OVER EXCAVATE SITE AS NOTED. BOTTOM OF ALL FOOTINGS TO BEAR ON FOUNDATION GRAVEL OVER COMPACTED STRUCTURAL FILL. NO FOOTING SHALL BEAR HIGHER THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE. THERE SHALL 8E 95% COMPACTION (ASTM 01557 MODIFIED PROCTOR DENSITY) OF AU. BACKFILL SOIL UNDER SLABS ON GRADE. CAST EEPLACE CONCRETE ATTAIN A MINIMUM COMPRESSIVE STRENGTH Of 3,000 P9 (COMMERCIAL) AT 28 DAYS. MAXIMUM SLUMP: 3' FOR SLABS AND FOOTINGS; 4' FOR WALLS. COLUMNS AND BEAMS CONSTRUCTION TO BE IN ACCORDANCE WiTH ACI 318-95, 'PART 2 - STANDARDS FOR TESTS AND MATERIALS' AND 'PART 3 - CONSTRUCTION REQUIREMENTS'. BLOCK MASONRY CONCRETE MASONRY UNITE ASTM C90-70, GRADE N-1, RUNNING BOND. MORTAR: ASTM C270, TYPE S. MIN. COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. GROUT. ASTM C478 V.11H A UK COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. FILL ALL CELLS PITH GROUT W LIFTS NOT EXCEEDING 4'-0' IN HEIGHT. ALL REINFORCEMENT SHALL BE IN PLACE PRIOR TO GROUTING WITH VERTICAL BARS HELD AT TOP, BOTTOM AND 98' MAXIMUM ON CENTER. CONTRACTOR SHALL PROVIDE TEMPORARY BRACINO FOR MASONRY WALLS. AS REQUIRED. UNTIL. CONNECTIONS TO FLOOR AND/OR ROOF DIAPHRAGMS ARE COMPLETED. PRODUCTS 1. HOLLOW MASONRY UNITS: CONCRETE MASONRY UNIT WALLS SHALL BE SIZE 8X8X18 CONSTRUCTED OF GRADE 'N' UNITS CONFORMING TO ASTM C90-75, AND SHALL BE LAD UP IN TYPE 'S' MORTAR (F' C-1, 800 PSI), AND SHALL BE REINFORCED AND ANCHORED AS SHOWN ON THE DRAWINGS. DENSITY OF HOLLOW MASONRY UNITS SHALL BE 125 LBS/CU. FT.. OR LESS. MASONRY UNITS AND MORTAR MATERIAL SHALL BE UNIFORM IN TEXTURE AND COLOR. AND SUPPLIED BY A SINGLE MANUFACTURER. MASONRY UNIT COLOR SHALL BE CASTLE WHITE AS MANUFACTURED BY MUTUAL MATERIALS OR APPROVED EQUAL MASONRY MATERIAL SHALL BE DELIVERED IN UNDAMAGED CONDITION. 2. MASONRY CLEANERS: PRIOR TO TREATMENT WITH A WATER SEALER, THE EXTERIOR SURFACES OF THE CMU BLOCK SHALL BE CLEANED NM FABRIXLIDN MASONRY CLEANER TYPE V OR L AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL CR APPROVED EQUAL CLEANER SHALL BE APPUED PER MUTUAL MATERIALS CO. CONCRETE BLOCK CLEANING RECOMMENDATIONS GENERAL STRUCTURAL. NOTES 3. BLOCK DAMP -PROOFING: AU. ABOVE -GRADE EXTERIOR BLOCK SHALL BE DAMP -PROOFED WI1H FABRISHIELD 853 SILOZANE/QUARTS WATER REPELLENT AS MANUFACTURED BY FABRIKEM CHEMICALS INTERNATIONAL OR APPROVED EQUAL APPLY IN ACCORDANCE WITH MUTUAL MATERIALS CO. CONCRETE BLOCK DAMP-PROOFING/TRANSPARENT RECOMMENDATION. EKE0JTIO ! 1. GENERAL LAY UNITS IN REGULAR BOND, BREAKING VERTICAL JOINTS TO TRUE, EVENLY SPACED UNES. UNITS WITH OPEN CELLS EXPOSED IN WALLS NOT PERMITTED. MAKE JOINTS UNIFORM, APPROXIMATELY 3/8 INCH WIDE. LAY WORK TO TRUE LINES, PLUMB AND LEVEL, EXCEPT WHERE INDICATED OTHERWISE. BOND EACH COURSE AT INTERSECTIONS AND CORNERS. ON EXPOSED WORK. TOOL JOINTS SJCITLY CONCAVE. BOTTOM COURSE OF BLOCK AND THOSE WALLS NOTED SHALL HAVE FLUSH JOINTS WHERE RUBBER BASE IS SPECIFIED. LEAVE OPENINGS FOR EQUIPMENT TO BE INSTALLED BEFORE COMPLETiON OF MASONRY WORK. AFTER INSTALLATION CF EQUIPMENT, COMPLETE MASONRY WORK TO MATCH WORK IMMEDIATELY ADJACENT TO OPENINGS. 2. LAYING OF CONCRETE MASONRY UNITS: WIDTH OF HORIZONTAL JOINTS AS REQUIRED TO PROVIDE 8 -INCH COURSING. VERTICAL JOINTS 3/8 INCH WIDE TO FORM TRUE. EVENLY SPACED LINES. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE AFTER INITIAL SET. STRIKE CONCEALED JOINTS FLUSH. RAKE OUT AND PONT UP AU. CRACKS. MalThE PRODUCTS 1. COMM STANDARD BRAND OF PORTLAND CEMENT, ASTM SPEC. C150, TYPES I OR B. KEEP FREE FROM DAMPNESS UNTIL USED. 2. WATERPROOFING ADMIXTURES: HORN 'HYDRATITE PLUS". MASTER BUILDERS 'OMICRON". OR ACCEPTED EQUAL 3. RETARDANT: PLASTICIZING AGENT 'SONOTARD'; 'PLASTIMERT" OR ACCEPTED EQUAL 4. GROUT FILL CONFORM TO ASTM C476 FOR FINE AGGREGATE GROUT. MINIMUM COMPRESSIVE STRENGTH AT 7 DAYS 1600 PSI; AT 28 DAYS 2000 PSI. GROUT CONSISTENCY - MAINTAIN DESIGN SLUMP AS DIRECTED BY SPECIAL INSPECTION. DO NOT ADD WATER UNLESS GIVEN SPECIFIC DIRECTION BY SPECIAL INSPECTOR AT THE JOUSITE. EXECUTION t. SETTING MASONRY - EXTERIOR WALLS, INTERIOR WALLS, BELOW -GRADE CONSTRUCTION. AND ISOLATED PIERS, TYPE S MORTAR. MORTAR TYPE S PORTLAND CEMENT: 1 HYDRATED UME OR UNE PUTTY: 1/4 TO 1/2 AGGREGATE, DAMP. LOOSE: 2-1/4 TO 3 TOMES SUM CF CEMENT AND UME VOLUMES 2. ADDITIVES: ADD WATERPROOFING ADMIXTURE, IN PROPORTIONS RECOMMENDED BY MANUFACTURER, TO MORTAR WHERE EXPOSED TO WEATHER OR IN CONTACT YOUTH EARTH. WATERPROOF CEMENT, OF TYPE SPECIFIED. MAY BE USED AND WATERPROOFER OMITTED, AT OPTION OF THE CONTRACTOR. 3. CLEAN-UP: REMOVE ALL EXCESS MORTAR TO PROVIDE CLEAN FINISH ACCEPTABLE BY OWNER. ACCELERATOR OR RETARDERS MAY BE USED WHEN APPROVED BY ENGINEER. BEEEQEMILIEIZEL WELDED WIRE FABRIC (W.W.F.): ASTM A82 AND A185 DEFORMED BARS: ASTM A815, GRADE 40 FOR f3; GRACE 8O FOR #4 & LARGER. SECURELY TE IN PLACE MATH DOUBLE ANNEALED 18 GAUGE IRON WIRE OR APPROVED CUPS. UNLESS OTHERWISE NOTED ON THESE DRAWINGS. PROVIDE CLEAR EMBEDMENT AT REINFORCING BARS AS FOLLOWS: CONCRETE CAST AGAINST SOIL - 3'. FORMED CONCRETE AGAINST SOIL - 2'.. WALLS, COLUMNS AND BEAMS EXPOSED TO WEATHER - 2'. WALLS, COLUMNS AND BEAMS NOT EXPOSED TO WEATHER - 1 1/2' SLAB ON GRADE - UNLESS OTHERWISE N REINFORCING BARS AS #4 BARS j8 BARS - 2'-B',Wag PUBLIC WORKS •• THREVIEVEITIVRP OF COMPLIANCE APPROVED DEC 0 4 2013 STRUCTIJRAL Ai+D MSC. STEEL, SHAPES. PLATES AND BARS AMA A36, FY - 38 KSI. EXPANSION BOLTS (EB.): 'HILTI KNIX BOLT' CR APPROVED EQUAL. FLUSH EXPANSION ANCHORS: 'HAITI DROP IN ANCHOR' OR APPROVED EQUAL ERECTION AND FABRICATION IN ACCORDANCE WITH AISC 'SPECIFICATIONS FOR DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BULWNGS'. GRATING SHALL BE SERRATED 8083 STANDARD PER ASTM B-221 ALUMINUM ALLOY. GRATING BAR SIZES AND SPACING. OVERALL DIMENSIONS, CUTOUTS FOR OBSTRUCTIONS AND DIRECTIONS OF BEARING BARS SHALL BE AS INDICATED ON THE PLANS. GRATING SNAIL SAFELY SUSTAIN: UNIFORMLY DISTRIBUTED LOAD: 100 PSF MAXIMUM DEFLECTION: 1/2 INCH DOORS. FRAMES AND HARDWARE PRODUCTS. 1. MANUFACTURER: THE DOORS SHALL BE THE SIZE MOWN ON THE DRAWINGS. NE DOORS SHALL BE REPUBUC SERIES DL NTH ALUMINUM THRESHOLD OR APPROVED EQUAL. THE THRESHOLD SHALL BE S -INCHES IN WiDTH BY LENGTH OF DOOR. BOTTOM OF ALL DOORS SHALL BE PROVIDED WITH DOOR SHOES AS MANUFACTURED BY PEMKO THE DOOR MANUFACTURER SUPPLYING THE DOORS SHALL SUPPLY THE APPROPRIATE 14 GAUGE GALVANIZED DOOR JAM TO ACCOMMODATE THE DOORS. THE HINGES SHALL BE MINIMUM 5 -INCH, HEAVY OUTY TYPE THE DOORS SHALL HAVE AN EXTERIOR PEMKO APPUM SURFACE. THE CONTRACTOR SHALL FURNISH AND INSTALL HEAVY DUTY DEADBOLT LOCK AND HEAVY DUTY MORTISE. THE MORTISE AND DEADBOLT SHALL BE FURNISHED BY THE SAME SUPPUER THAT FURNISHES THE DOORS. RECESSED FLUSH BOLTS SHALL BE PROVIDED FOR THE INACTIVE DOOR. THRESHOLDS, DOOR STOPS AND PROJECTION -TYPE DOOR HOLDERS SHALL BE PROVIDED FOR EACH DOOR. 2. COATING: ALL DOORS SHALL BE CAULKED AND SEALED BOTH INSIDE AND OUTSIDE WITH A TOP QUALITY SEALANT. THE SEALANT SHALL BE MILDEW RESISTANT; NOM4ARDENING. NONSAGONO AND SHALL ACCEPT PAINT. COLOR SHALL BE COMPUME NTARY TO THE FINISHED DOOR COLOR. THE FINISHED EPDXY DOOR COLOR SHALL BE SIMILAR TO THE APPROVED METAL ROOF OF THE BUILDING. DOOR HARDWARE SUPPLIED BY DOOR MANUFACTURER, UL-USTED FOR FIRE -RATED OPENINGS, AND AS FOLLOWS: DOUBLE DOORS (EACH DOOR): QT`K 3 PR 2 DESCRIPTION LOCKSET CYUNDER HINGES CLOSER KICK PLATE ITEM 8205 LNJ LESS CYUNDER 1E74 X C2C8 CAM FEB 1199 SN5NRP 1801 X HOLD OPEN ARM 10' X 34" 3. LOC( CY1JNDERR AND KEYING: PROVIDE KEYS OF NICKEL SLYER ONLY. LOCK CYLINDERS SHALL WORK OFT ONE (I) MASTER KEY. KEY QUANTITIES - PROVIDE 10 MASTER KEYS. ALL CYLINDERS SHALL BE MADE IN SUCH A WAY TO MATCH EXISTING CITY KEYS. FINISH US26D US28D US32D ALUM US32D BRAND y SARGENT ^7D BEST LOCK tS• NORNAGGTAANN ,/ 00.,00 'TICE `YK CO -00 cA-fl =LIEN 1. INSTALLATION: INSTALL DOOR OPENING ASSEMBLIES IN ACCORDANCE WITH SHOP DRAWINGS AND MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS USING INSTALLATION METHODS AND MATERIALS SPECIFIED IN INSTALLATION INSTRUCTIONS. INSTALL OMR HARDWARE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. USING THROUGH -BOLTS TO SECURE SURFACE APPUEO HARDWARE. SITE TOLERANCES: MAINTAN PLUMB AND LEVEL TOLERANCES SPECIFIED IN MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. COATING SYSTEMS SENEGAL I. QUALITY ASSURANCE MATERIALS, SUPPLIES. AND ARTICLES PROVIDED SHALL BE THE STANDARD PRODUCTS OF MANUFACTURERS. PAINTS IN A PARTICULAR COATING SYSTEM SHALL BE THE PRODUCTS OF A SINGE MANUFACTURER. PPRSIS. 1. COATING SYSTEM SPECDiCATIONS: ALL PRIMER AND FINISH COATINGS SHALL BE AS MANUFACTURED BY iNEMEC COMPANY INC., SHERWIN WIWAMS. OR EQUAL STEEL DOORS: THE EXTERIOR STEEL DOORS SHALL HAVE A PRIME COAT APPUED AT THE FACTORY. THE CONTRACTOR SHALL APPLY ONE (I) COAT OF NEMC SERIES 69 COATING, OR SHERWIN NIWAMS MACROPDXY 848 FC. COLOR TO MATCH THE METAL ROOF. DOORS TO BE PAINTED UTTUZINO SPRAY EQUIPMENT TO ACHIEVE A UNIFORM. SMOOTH SURFACE, NOTE WHEN EXTERIOR DOORS AND TRIM ARE SUB,ECTED ID W EXPOSURE THEY WILL FADE AND CHALK. IT IS RECOMMENDED TO TOP COAT THE EPDXY HATH A URETHANE SUCH AS SHERWIN WILLIAMS ACROLON 218 HS. FXFCUTIQK 1. PREPARATION: SURFACES TO BE COATED SHALL BE CLEAN. BEFORE APPLYING COATING OR SURFACE TREATMENTS. OIL, CREASE, DIRT, RUST, LOOSE MILL SCALE. OLD WEATHERED COATINGS, AND OTHER FOREIGN SUBSTANCES SHALL BE REMOVED EXCEPT AS SPECIFIED. OSI AND GREASE SHALL BE REMOVED BEFORE MECHANICAL CLEANING IS STARTED. WHERE MECHANICAL CLEANING IS ACCOMPUSHED BY BLAST CLEANING, THE ABRASIVE USED SHALL BE WASHED, GRADED AND FREE OF CONTAMINANTS WHICH RICHT INTERFERE 11TH THE ADHESION OF THE COATING. SHEET��R��� GENERAL 1. SOURCE OF WORK: AUTHORIZED ROOFING CONTRACTOR TO FURNISH AU. LABOR. MATERIALS AND EQUIPMENT FOR COMPLETE INSTALLATION OF ROOF INSULATION AND METAL ROOFING INCLUDING ALL FLASHING, COPINGS, GUTTERS, CLOSURES, ETC., AT ALL ROOF PERIMETER INCLUDING ROOF PENETRATIONS, SHOWN ON DRAWINGS, HEREIN SPECIFIED. OR AS REQUIRED TO COMPLETE THE ROOF SYSTEM. 2. SHOP & ERECTION DRAWINGS: FURNISH DETAILED DRAWINGS SHOWING THE MARK, TYPE AND LOCATION OF ALL DECK SHEETS. SHOW METHOD OF ATTACHMENT TO SUPPORTING MEMBERS. SHOW DETAILS OF ALL ACCESSORIES AND NECESSARY DETAILS FOR PROPER INSTALLATION OF ACCESSORIES. PBDGUGIS. 1. ROOFING: THE STEEL METAL ROOFING AND FASCIA TRIM SHALL BE 24 -GAUGE, A ONE PIECE PANEL CONSiRUCTION INCLUDING INTEGRAL SEAMS THAT POSITIVELY SNAP OVER CONCEIVED CUPS. THE METAL ROOF SHALL BE INSTALLED OVER 1 STRUCTURAL /I PLYWOOD SHEATHING WITH MINIMUM 30 LB. FELT PAPER. THE CONTRACTOR SHALL PROVIDE ALL NEC SSARY FLASHING, CAULK, SEALANT AND FASTENERS REQUIRED TO MAKE THE ROOF WEATHER -TIGHT. ALL VALLEYS. VENTS AND RAKE TRIM SHALL BE PROPERLY CAULKED. SEALED. AND SECURED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE METAL ROOFING SYSTEM SHALL BE NU -PAY METALS (1-800-700-7228), SERIES 5000 STANDING SEAM OR APPROVED EQUAL CONTINUOUS SAVE GUTTER SHALL BE INSTALLED ON THE DOWNSIDE WiTH A DOWNSPOUT LOCATED AT NW CORNER OF THE AMINO OR AS SHOWN ON THE DRAWINGS. THE GUTTER SHALL. BE INSTALLED IN CONJUNCTION WITH THE ROOF SYSTEM. GUTTER STRAPS SHALL BE INSTALLED AT 38 INCH CENTERS. CUTTER STRAPS SHALL BE SCREWED INTO THE FASCIA BOARD. CAULKING MUST BE APPUED ALONG AND BETWEEN THE FLASHING AT 7HE CLEAT AFTER INSTALLING THE GUTTER. CUTTER SHALL BE SEAMLESS WITH MINIMUM THICKNESS OF 0.032. SAVE GUTTERS SHALL HAVE A TOP GUARD TO KEEP OUT DEBRIS, BUT ALLOW FOR THE CAPTURE CF RAIN WATER. 2. PROTECTION OF SURFACES: THE PANT FINISH SHALL BE KYNAR 500 ULTRA COOL, WHICH CONSISTS OF A BAKED -ON 0.2 MIL CORROSION RESISTANT PRIMER AND A BAKED -ON 0.8 M. FINISHED COAT TOTALING 1.0 ML DRY THICKNESS. THE INTERIOR FINISH SHALL CONSIST OF A 0.15 MIL CORROSION RESISTANT PRIMER WITH 0.35 MIL OFF-WHITE BACKER. COLOR SHALL BE BLUE PER CITY OF SHORELINE STANDARDS. GUTTERS AND DOWNSPOUTS SHALL BE FACTORY COATED SIMILAR TO THE ROOFING AND OF THE SAME COLOR AND GAUGE THICIONESS. 3. WOCO: ALL MOO SHALL BE PRESSURE TREATED DOUGLAS FIR. ALL DIPOSED CUTS SHALL BE TREATED WITH A WATER-BASED COPPER MAPHTHENATE APPLY LIBERALLY WIN A BRUSH TO THE EXPOSED CUT APPLY A SECOND COAT AND ENSURE THAT THE NAPHTHENATE SOAKS INTO THE WOOD. EXECUTION 1. INSTALLATION: ASSEMBLY OF ROOFING SHALL BE VATH CONCEALED ANCHOR CUPS OF DESIGN. MATERIAL AND FABRICATION FURNISHED BY MANUFACTURER. ROOFING ANCHOR CLIPS SHALL BE SECURED TO ROOFING DECK AT EACH PANEL JOINT (18"O.C.) AT LONGITUDINAL SPACING OR CLOSER AS REQUIRED FOR UPLIFT PER USC. NO PERFORATION SHALL BE MADE IN ROOFING BY FASTENERS EXCEPT AS SHOWN FOR LAP JO NTS, FLASHING, CLOSURE, OR TRIM. PROVIDE PANEL DAMN AND NEOPRENE CLOSURE AT AU. RIDGE, NIP. AND HEADWALL CONDITIONS. SEALANT SHALL BE APPUED BETWEEN THE INTERLOCKING SEAM OF ALL PANELS, IF REQUIRED BY MANUFACTURERS PANEL DESIGN AND/OR LOW SLOPE CONDITIONS. 'CALL iWO BUSINESS" DAYS BEFORE YOU DIG 14004244555 RECEIVE MSI t HS -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING. &Os, 6 NNJ NMN 1116... 1 PACE An Ny.N7SrSalfa'pr! 16)12ne A:onus 5W11 IOW SaulW, WA AS101 p. M.441.1101 1.206.443 Ttel Gd (6W5Oru1 I PIUW1i l Snq pmcnDCcae STORM LIFT STATION #15 IMPROVEMENTS STRUCTURAL NOTES NO PERMIT CENTER C4.0, L. Faro P113724f411 scent AS NOTED 4b JULY2017 0, X10 Qh±CF Jc+i.+# 6." /(/:s•t/�Gl %/O 2EA#4BARS O48"OC. MID O CONRNERS AND ADJACENT TO OPENINGS O B' HORI2 GA FACE 14O12.O.C. /4 012 (5) /4 BARS cr) FOOTNO DETAL WASHER AND NUT (STAINLESS) 5.5NUT (TYPICAL) (2) j5 IN 3 CAVITIES EACH END OF LINTEL AND IN BOTH AT CENTER PIER ALL OTHERS (2) /4 0 48- O.C. 4• MIN. PENETRATION. USE RESIN BONDED ANCHOR. SEE WSDOT SPEC. SECTION 6-02.3(18) df 9-20.3(2) S.S.3/8R.AT B R x .L- �S7 EX. 12• DI -- SEWER EDPPE!. -ANVIL FIGURE 140 5/8S.S. AU. EADED ROD. LENGTH AS REVD. —ANVIL FIGURE 177 ROLL SUPPORT GROUT FILL ALL CAVITIES AU. WALLS - LINTEL STIRRUPS REINFORCEMENT A13 0 EACH CAVITY THE CONTRACTOR SHALL COORDINATE/WORK WITH THE CITY WHILE THE CITY DRAINS THE EXISTING PUMP STATION WET WELL THE INSTALLATION OF THE PIPE SUPPORTS WLL BE ALLOWED AFTER THE WET WEU. IS DRAINED. "f t TIG 2i3 CORNER BAR I L LMADER rent. 7' A PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- WET ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- WET WELL 13 STIRRUPS AT LINTEL (EVERY CAVITY) Feb Apr REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 • City of Tukwila BUILDING DIVISION —PROVIDE PIPE SUPPORT FOR EXISTING 12- DI SEWER (TYPICAL 3 SUPPORTS) SEE DETAIL EX. PUIMP STATION SECTION N.T S bt S. NsJ deo le P9.0 PqY IWNN PACE kY'..n2±MiasC671u/ 1001 266 IA.= S•'I. WO Sorel, W'A f0101 P. 204441.12661 I, 206 416.7167 GA I SIN:UV I N.riip 15x,.7 rt2etsti tem VENEER (2)-95 I. ENCLOSURE "HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPDA) 3" 3/8" x 4- ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB (2000 PSI MIN.) FINISHED GRADE ro- 6" MIN. FREE DRAINING GRAVEL //b C.Dw."p/TC.rr:c.4 c.. ,1.. ftr0-' 8ru.rfF'Fir n"".'S o.. /.7 -120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION. CENTER BACKFLOW PREVENTER IN ENCLOSURE 3. MIN. CONNECT TO WATER METER IJMEDIATELY ADJACENT TO RPBA /frge.l[er FLOW t I i NOTES: (i SLEEVE (T P.) 1- TYPE K COPPER ' OR APPROVED EQUAL - r MIN. UNION SUPPORTS 2" DRAIN 1 SEE NOTE 5 6x6-W2.B,W2.9 YAW (WELDED WIRE FABRIC) --j I 3" MIN, \ 1 4 TO P.S. TO ELECTRICAL PANEL. DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT SIDE VIEW REQUIREMENTS. 0 NISHED 'r g GRADE gr To FRONT a ' VIEW METER SIDE 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. CONTRACTOR SHALL FURNISH AND INSTALL THE RPBA. HOT BOX. AND AU. PIPING MID APPURTENANCES SHOWN ON TITS PLAN. 3. CITY WILL PROVIDE INSPECTION. INITIAL TEST OF THE RPBA PRIOR TO ESTABLISHMENT OF WATER SERVICE WILL BE DONE BY A STATE CERTIFIED BAT TESTER. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-B. 6. ENCLOSURES SHALL BE LOCATED IN FIELD AS DIRECTED BY CITY. cp, HOT BOX AM) RPBA N.T.S. I il —�1)-#4MCORNER BAR AT .. IN. 72) BONDBEAM�~F. 1IiI, DAAVCOR.ERCE AR AT CORNER CELL +•..ra:��n a /.will `iii'iiJI MFM..:i/,I PT. 4 RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER CALLUM 131160113 DAYS BEFORE YOU DIO .8004245 f (2)-95 2)-/4 O 48- 0.C. BOND BEAM REINF. °TYPICAL COMER DETAL STORM LIFT.STATION #15 IMPROVEMENTS STRUCTURAL NOTES AND DETAILS •e• I whims C4.11 f.n. P11377 61D0I «U..P.51101E0 dr. JULY2013 tA I _1 I I I I 1 I I 1 I_ S.‘ fsISI 1-\\ I I I I II3ii3 I lII II I • I I I• I 5VFRDCT 3 I /- CENND •. I I I II f I I T M µBEAM I I I II I n o • . . I L LMADER rent. 7' A PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- WET ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- WET WELL 13 STIRRUPS AT LINTEL (EVERY CAVITY) Feb Apr REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 • City of Tukwila BUILDING DIVISION —PROVIDE PIPE SUPPORT FOR EXISTING 12- DI SEWER (TYPICAL 3 SUPPORTS) SEE DETAIL EX. PUIMP STATION SECTION N.T S bt S. NsJ deo le P9.0 PqY IWNN PACE kY'..n2±MiasC671u/ 1001 266 IA.= S•'I. WO Sorel, W'A f0101 P. 204441.12661 I, 206 416.7167 GA I SIN:UV I N.riip 15x,.7 rt2etsti tem VENEER (2)-95 I. ENCLOSURE "HOT BOX" OR EQUAL REDUCED PRESSURE BACKFLOW ASSEMBLY (RPDA) 3" 3/8" x 4- ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB (2000 PSI MIN.) FINISHED GRADE ro- 6" MIN. FREE DRAINING GRAVEL //b C.Dw."p/TC.rr:c.4 c.. ,1.. ftr0-' 8ru.rfF'Fir n"".'S o.. /.7 -120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION. CENTER BACKFLOW PREVENTER IN ENCLOSURE 3. MIN. CONNECT TO WATER METER IJMEDIATELY ADJACENT TO RPBA /frge.l[er FLOW t I i NOTES: (i SLEEVE (T P.) 1- TYPE K COPPER ' OR APPROVED EQUAL - r MIN. UNION SUPPORTS 2" DRAIN 1 SEE NOTE 5 6x6-W2.B,W2.9 YAW (WELDED WIRE FABRIC) --j I 3" MIN, \ 1 4 TO P.S. TO ELECTRICAL PANEL. DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT SIDE VIEW REQUIREMENTS. 0 NISHED 'r g GRADE gr To FRONT a ' VIEW METER SIDE 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. CONTRACTOR SHALL FURNISH AND INSTALL THE RPBA. HOT BOX. AND AU. PIPING MID APPURTENANCES SHOWN ON TITS PLAN. 3. CITY WILL PROVIDE INSPECTION. INITIAL TEST OF THE RPBA PRIOR TO ESTABLISHMENT OF WATER SERVICE WILL BE DONE BY A STATE CERTIFIED BAT TESTER. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-B. 6. ENCLOSURES SHALL BE LOCATED IN FIELD AS DIRECTED BY CITY. cp, HOT BOX AM) RPBA N.T.S. I il —�1)-#4MCORNER BAR AT .. IN. 72) BONDBEAM�~F. 1IiI, DAAVCOR.ERCE AR AT CORNER CELL +•..ra:��n a /.will `iii'iiJI MFM..:i/,I PT. 4 RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER CALLUM 131160113 DAYS BEFORE YOU DIO .8004245 f (2)-95 2)-/4 O 48- 0.C. BOND BEAM REINF. °TYPICAL COMER DETAL STORM LIFT.STATION #15 IMPROVEMENTS STRUCTURAL NOTES AND DETAILS •e• I whims C4.11 f.n. P11377 61D0I «U..P.51101E0 dr. JULY2013 FILE COPY Permit No. Submittal Power Generation Tukwila Storm LS 15 REVIEWED FOR CODE COMPLIANCE ,+ APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION The Power of One" Cummins Northwest, LLC Washington, Oregon, Alaska & Montana RECEIVED CITY OF TUKWILA NOV 1 2 2013 PERMIT CENTER i; "10 Powerful Solutions. Dependable Support. Every Time August 6, 2013 SUBMITTAL TO City of Tukwila FOR Tukwila Storm LS 15 CUMMINS GENERATOR SET Model: 600 DQCA Project Number: 34978 Contact: Dennis Tarr Office: (425) 235-3400 Direct: (425) 277-5334 Fax: (425) 235-8202 Email: dennis.tarr@cummins.com http://www.cumminsnorthwest.com Table of Contents Material Summary Exclusions 120204 Pre Start -Up Checklist ii Warranty -Generator . L028 Generator Specification Sheet S-1551 Generator Data Sheet D-3352 Power Command Digital Generator Set Control S-1409 Seismic Certification ........ ................ .. ... f-5610 Exhaust Emission Data Sheet EDS -1086 Exhaust Compliance Data Sheet EPA -1120 Cooling Data MCP -173 SoundData ..................................... .................... .. MSP -1011 Prototype PTS -160 Alternator Data Sheet ADS -309 Enclosure Specifications S-1443 Generator Outline Drawing .. .... A030 -Y552 Enclosure Outline Drawing ................................... A034 -L226 Fuel Tank Outline Drawing - IBI ........................................................... 19-02- REV CO Coolant Heater Outline Drawing 0500-4022 Circuit Breaker Outline Drawing ............. ... .... . ................... ... ......... ,0500-4540 Circuit Breaker Detail ...... ac -129 Wiring Diagram ................................................ .. ... .. ... .............. ..................... 0630-2875 1) Our energy working for you."" Power Generation MATERIAL SUMMARY Cummins Northwest, LLC 811 SW Grady Way Renton WA 98057 WA 98057 United States Direct: 425-277-5334 Project Name: City of Tukwila Item US -Stat 600DQCA A331-2 L090-2 L170-2 F201-2 R002-2 B282-2 H643-2 H536-2 H605-2 KP74-2 H606-2 K631-2 H609-2 A292-2 KP79-2 KP89-2 P175-2 F208-2 H657-2 F211-2 KS47-2 C127-2 E074-2 H389-2 H556-2 D041-2 L028-2 Description Qty Diesel Genset: 60Hz-600kW 50Hz-545kW U.S. EPA, Stationary Emergency Application 1 Genset-Diese1,60Hz,600kW 1 Duty Rating -Standby Power 1 Listing -UL 2200 1 EmissionCert,EPA,Tier 2,NSPS CI Stationary Emergency 1 Enclosure-Steel,SndAtt,Level 1,Base Mtd,w/ExhSys rated 79 dba @ 23' 1 Voltage -277/480,3 Phase,Wye,4 Wire 1 Alternator-60Hz,3 Ph,Wye,Extended Range,125/105C 1 SET CONTROL -PCC 2100 1 Display Language -English 1 Display-Control,Graphical 1 Stop Switch-Emergency,Externally Mounted 1 Meters -AC Output,Analog 1 Relays-Genset Status, User Configured 1 Control Mounting -Left Facing 1 Heater -Alternator, 120 Volt AC 1 Circuit Breaker Or Entrance Box -Left Side Only 1 CB-1200A,3P,600/690V,UL/IEC,ServEnt,100%UL,Left 1 Enclosure Color-Green,Steel Enclosure 1 Cooling Air Outlet -Horizontal ,Sound Attenuated 1 Distribution Panel -Prewired AC Features 1 Louvers -Air Inlet,24VAC Motor Closed,Spring Opened 1 Enclosure Lighting -120 VAC 1 Separator-Fuel/Water 1 Engine Cooling -Radiator, 50C Ambient 1 Shutdown -Low Coolant Level 1 Coolant Heater -208/240/480V, 40F Minimum Ambient Temp 1 Engine Air Cleaner -Normal Duty 1 Genset warranty- Base, Standby 2 years / 400 hours, Prime Power 1 year / 1 T?r unlimited hours, Continuous Power 1 year / unlimited hours L050-2 Literature -English 1 Tank Tank with turning vane, starting batteries, battery charger mounted, rated 48 hours at full load, Hazmat decals, IBC engineering cals, 5 gallon spill fill located per departments request. 1 Up fit Mounting of Spring Isolators 1 Start up Start up & training 2 hours load bank and 2 hour training 1 Up fit Load testing 1 O&M's O&M's 3 Exhaust System: Fuel System: Cooling System: Electrical: Mounting: Testing: Attachment to Quotation -Exclusions- All off -engine piping, hangers, flanges, gaskets, bolts, insulation, and other materials associated with exhaust system installation unless specifically listed in the preceding quotation. All off -engine fuel piping for supply, return, venting, valves, coolers, filters, pumps, fittings, fuel storage tank & senders, 300 gallons fuel for testing and initial fill of fuel. Intake louvers, exhaust louvers, air dampers, sheet metal ducting, flex adapters, sound attenuators/baffles. All off engine piping, flexible connections, secondary loop coolant, labor to install coolant for remote cooling systems unless specifically listed in the preceding quotation. All off -engine wiring, field terminations of wiring, and lugs other than those detailed in our submittal. Generator mounting bolts and anchors. Vibration isolators (if included) for the generator will be shipped loose for installation at the jobsite by others. All electrical testing, including but not limited to NETA, infrared scanning, harmonic content or other independent agency testing of switchgear, switchboards, protective relays or any other electrical component unless specifically listed in the preceding quotation. All environmental testing, including but not limited to EPA, local air quality district or other unless specifically listed in the preceding quotation. Calculations and Engineering Services - all electrical coordination studies, arc flash studies, seismic engineering calculations and seismic anchorage calculations unless specifically included in the preceding quotation. Programming - all protective relay settings, breaker settings, PLC programming or other user configurable device programming unless specifically included �J7 in the preceding quotation Documentation: Unless stated otherwise, electronic submittals and O&M manuals will be provided. Printed copies are available upon request, additional charges may apply. Taxes and Permits: Any applicable sales tax, permits, licenses. Bonds Any bid bond, payment or performance bond, or other type of bond unless specifically listed in the proposal. Cost for any required bond will be reimbursed to CNW by the buyer. All items listed are excluded and will only be supplied by Cummins Northwest, LLC if agreed upon, in writing, by a sales representative for Cummins Northwest, LLC. Current factory lead-time is 14-16 weeks after drawing approvals. -Terms and Conditions- • This offer and quotation incorporates and is contingent upon acceptance of the terms and conditions in the standard Sales Order of Cummins Northwest, LLC. Purchase Orders or other documents with terms and conditions that are inconsistent with the CNW standard Sales Order will not be accepted unless agreed to in writing by an officer of Cummins Northwest, LLC. • Prices are valid for 30 days • If included in the quotation, all on-site startup, testing and training assumes weekdays, during standard CNW business hours. Additional charges may be added for work requested to be done on overtime, weekends, and holidays. • F.O.B. factory, freight allowed to first destination, off-loading is not included • Factory direct shipments require credit approval prior to shipment • Terms are C.O.D., or 30 days upon approval of credit • Equipment held for longer than 30 days may be charged a monthly storage fee • Cancellation charges are 25% minimum after release of order Northwest Cummins Northwest, LLC 811 SW Grady Way (98055) PO Box 9811 Renton, WA 98057-3000 (425) 235-3400 fax: (425) 235-8202 Project Name: Project Number: GENERATOR START-UP CHECK LIST If the equipment is not ready for start-up and testing, the installer will be responsible for a trip charge of $850. Start-up services will not be performed by Cummins Northwest, unless this form is returned a minimum of ten (10) business days before scheduled start-up. Please review your installation and. respond to the check list below: YES NO *1. Utility power available and connected to ATS / MTS (Don't connect door plug to harness) 2. Owner / Tenant has been notified of the start-up date. 3. Can emergency loads be transferred to generator at start-up? *4. Generator mainline circuit breaker connected to ATS / MTS *5. All DC and data interconnect wires run and terminated per submittal specifications. 6. Fuel supply connected to engine with approved flexible lines. 7. Fuel available on-site and ready for testing. 8. Gas plumbing and sizing completed in accordance with submittal specifications. 9. Natural Gas and / or Propane plumbing requires a minimum 7"-13" of water column. 10. Propane tank set up for liquid or vapor withdrawal. 11. Exhaust system installation complete including all piping and insulation. *12. Fuel day tank power connected. (Do Not Energize Circuit) 13. Remote radiator, piping, expansion tanks installed flushed, filled with coolant. *14. Engine coolant heater connected to utility (Do Not Energize Circuit) 15. Generator and isolators mounted to pad properly. 16. Radiator discharge air exhaust duct installed. 17. Intake and exhaust louvers installed and operational. 18. Generator battery / batteries on site and connected with cables. (Do Not Energize Circuit) *19. Battery charger power connected (Do Not Energize Circuit) 20. Other: Note: training will take place during startup - advise required attendees of date and time upon scheduling. * Items 1, 4, 5, 12, 14 & 19 - Referenced wiring must be terminated without exception. CNW is not allowed by RCW 19.28, WAC 296-46A & WAC 296-401B to initially terminate this wiring. Once terminated, CNW can change or correct the wiring. Interconnect Wiring: All interconnect wiring must be installed per Cummins Power Generation interconnect wiring drawing recommendations. Fuel Plumbing: Recommended fuel line material for diesel systems is schedule 40 black iron pipe. Exhaust Piping: Recommended exhaust pipe material is schedule 40 black iron pipe. The information provided above is complete and accurate. By signing below the signatory agrees to reimburse CNW for all additional expenses incurred by CNW due to inaccurate or incomplete information. The undersigned confirms equipment is ready for startup: Return to CNW Project Manager: Printed Name Signature Date Phone: Company: Fax: Phone #: Email Address: Fax #: Form #100804 rev 10/2011 Warranty Statement Global Commercial Warranty Statement English Effective Date: 1 -January -2011 Generating Set A028U870 Issue C A Limited Warranty Commercial Generating Set This limited warranty applies to all Cummins Power Generation® branded commercial generating sets and associated accessories (hereinafter referred to as "Product"). This warranty covers any failures of the Product, under normal use and service, which result from a defect in material or factory workmanship. Warranty Period: The warranty start datet is the date of initial start up, first rental, demonstration or 18 months after factory ship date, whichever is sooner. See table for details. Continuous Power (COP) is defined as being the maximum power which the generating set is capable of delivering continuously whilst supplying a constant electrical load when operated for an unlimited number of hours per year. No overload capability is available for this rating. Prime Power (PRP) is defined as being the maximum power which a generating set is capable of delivering continuously whilst supplying a variable electrical load when operated for an unlimited number of hours per year. The permissible average power output over 24 hours of operation shall not exceed 70% of the PRP. For applications requiring permissible average output higher than stated, a COP rating should be used. Limited -Time Running Power (LTP) is defined as the maximum power available, under the agreed operating conditions, for which the generating set is capable of delivering for up to 500 hours of operation per year. Emergency Standby Power (ESP) is defined as the maximum power available during a variable electrical power sequence, under the stated operating conditions, for which a generating set is capable of delivering in the event of a utility power outage or under test conditions for up to 200 hours of operation per year. The permissible average power output over 24 hours of operation shall not exceed 70% of the ESP. Base Warranty Coverage Duration Whichever occurs first Rating Months Max. Hours COP 12 Unlimited PRP 12 Unlimited LTP 12 500 hrs ESP * 24 400 hrs 1 Warranty start date for designated rental and oil and gas model Products is determined to be date of receipt of Product by the end customer. Cummins Power Generation® Responsibilities: In the event of a failure of the Product during the warranty period due to defects in material or workmanship, Cummins Power Generation® will only be responsible for the following costs: All parts and labor required to repair the Product. • Reasonable travel expenses to and from the Product site location. • Maintenance items that are contaminated or damaged by a warrantable failure. Owner Responsibilities: The owner will be responsible for the following: • Notifying Cummins Power Generation® distributor or dealer within 30 days of the discovery of failure. • Installing, operating, commissioning and maintaining the Product in accordance with Cummins Power Generation®'s published policies and guidelines. • Providing evidence for date of commissioning. • Providing sufficient access to and reasonable ability to remove the Product from the installation in the event of a warrantable failure. In addition, the owner will be responsible for: • Incremental costs and expenses associated with Product removal and reinstallation resulting from non-standard installations. • Costs associated with rental of generating sets used to replace the Product being repaired. Effective Date: 01 -January -2011 A028U870 Issue C • Costs associated with labor overtime and premium shipping requested by the owner. • All downtime expenses, fines, all applicable taxes, and other losses resulting from a warrantable failure. Limitations: This limited warranty does not cover Product failures resulting from: • Inappropriate use relative to designated power rating. • Inappropriate use relative to application guidelines. • Normal wear and tear. • Improper and/or unauthorized installation. • Negligence, accidents or misuse. • Lack of maintenance or unauthorized repair. • Noncompliance with any Cummins Power Generation® published guideline or policy. • Use of improper or contaminated fuels, coolants or lubricants. • Improper storage before and after commissioning. • Owner's delay in making Product available after notification of potential Product problem. • Replacement parts and accessories not authorized by Cummins Power Generation®. • Use of Battle Short Mode. • Owner or operator abuse or neglect such as: operation without adequate coolant or lubricants; overfueling; overspeeding; lack of maintenance to lubricating, cooling or air intake systems; late servicing and maintenance; improper storage, starting, warm-up, run-in or shutdown practices, or for progressive damage resulting from a defective shutdown or warning device. • Damage to parts, fixtures, housings, attachments and accessory items that are not part of the generating set. This limited warranty does not cover costs resulting from: • Difficulty in gaining access to the Product. • Damage to customer property. Please contact your local Cummins Power Generation® Distributor for clarification concerning these limitations. CUMMINS POWER GENERATION® RIGHT TO FAILED COMPONENTS: Failed components claimed under warranty remain the property of Cummins Power Generation®. Cummins Power Generation® has the right to reclaim any failed component that has been replaced under warranty. Extended Warranty: Cummins Power Generation® offers several levels of Extended Warranty Coverage. Please contact your local Cummins Power Generation ® Distributor for details. www.cumminspower.com THE WARRANTIES SET FORTH HEREIN ARE THE SOLE WARRANTIES MADE BY CUMMINS POWER GENERATION ® IN REGARD TO THE PRODUCT. CUMMINS POWER GENERATION® MAKES NO OTHER WARRANTIES, EXPRESS OR IMPLIED, OR OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT IS CUMMINS POWER GENERATION® LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES. This limited warranty shall be enforced to the maximum extent permitted by applicable law. This limited warranty gives the owner specific rights that may vary from state to state or from jurisdiction to jurisdiction. Product Model Number: Product Serial Number: Date in Service: Effective Date: 01 -January -2011 A028U870 Issue C Specification sheet Diesel generator set QSK23 series engine 545 kW - 800 kW Description Cummins Power Generation commercial generator sets are fully integrated power generation systems providing optimum performance, reliability and versatility for stationary standby and prime power applications. Features Cummins heavy-duty engine - Rugged 4 -cycle, industrial diesel delivers reliable power, low emissions and fast response to load changes. Alternator - Several alternator sizes offer selectable motor starting capability with low reactance 2/3 pitch windings, low waveform distortion with non-linear loads and fault clearing short-circuit capability. Power Generation Permanent magnet generator (PMG) - Offers enhanced motor starting and fault clearing short- circuit capability. Control system - The PowerCommand' electronic control is standard equipment and provides total genset system integration including automatic remote starting/stopping, precise frequency and voltage regulation, alarm and status message display, AmpSentryTM protection, output metering, auto -shutdown at fault detection and NFPA 110 Level 1 compliance. Cooling system - Standard integral set -mounted radiator system, designed and tested for rated ambient temperatures, simplifies facility design requirements for rejected heat. Enclosures - Optional weather protective and sound attenuated enclosures are available. NFPA - The genset accepts full rated load in a single step in accordance with NFPA 110 for Level 1 systems. Warranty and service - Backed by a comprehensive warranty and worldwide distributor network. Model Standby rating 44— Prime rating Continuous rating Data sheets 60 Hz 4-50 kW (kVA) Hz kW (kVA) 60 Hz kW (kVA) 50 Hz kW (kVA) 60 Hz kW (kVA) 50 Hz kW (kVA) 60 Hz 50 Hz 600 (750)"t rMININ 545 (681) .,;>r: t:. D-3352 -' :=: PDQCA DQCB 750 (938) 680 (850) MEM IMMO + ; _ D-3353 DQCC 800 (1000) 725 (906) D-3354 .` Our energy working for you." ©2013 Cummins Power Generation Inc. I S-1551 h (3/13) cu mminspower.com Generator set specifications Governor regulation class ISO 8528 Part 1 Class G3 Voltage regulation, no load to full load ± 0.5% Random voltage variation ± 0.5% Frequency regulation Isochronous Random frequency variation ± 0.25% Radio frequency emissions compliance IEC 801.2 through IEC 801.5; MIL STD 461C, Part 9 Engine specifications Bore • 169.9 mm (6.69 in) Stroke 169.9 mm (6.69 in) Displacement 23.15 litres (1413 in3) Configuration Cast iron, in line 6 cylinder Battery capacity 1400 amps minimum at ambient temperature of 0 °C to 10 °C (32 °F to 50 °F) Battery charging alternator 35 amps Starting voltage 24 volt, negative ground Fuel system Direct injection: number 2 diesel fuel, fuel filter, automatic electric fuel shutoff Fuel filter Spin -on fuel filters with water separator Air cleaner type Dry replaceable element with restriction indicator Lube oil filter type(s) Fleetguard dual venturi spin -on, combination full flow and bypass filters Standard cooling system High ambient radiator Alternator specifications Design Brushless, 4 pole, drip proof, revolving field Stator 2/3 pitch Rotor Single bearing flexible discs Insulation system Class H Standard temperature rise 125 °C standby at 40 °C ambient Exciter type PMG (permanent magnet generator) Phase rotation A (U), B M, C (W) Alternator cooling Direct drive centrifugal blower fan AC waveform total harmonic distortion < 5% no load to full linear load, < 3% for any single harmonic Telephone influence factor (TIF) < 50 per NEMA MG1-22.43 Telephone harmonic factor (THF) < 3 Available voltages 60 Hz line-neutral/line-line • 110/190 • 127/220 • 230/380 —10-277/480 • 115/200 • 139/240 • 240/416 • 347/600 • 120/208 • 220/380 • 255/440 Note: Consult factory for other voltages. 50 Hz line-neutral/line-line Generator set options and accessories Engine —pit 208/240/480 V coolant heater for ambient above Alternator ❑ 80 °C rise ❑ 105 °C rise 4.5 °C (40 °F) 0 ❑ Fuel/water separator —litt ❑ Heavy duty air cleaner Control Panel ❑ ❑ 120/240 V 100 W control 125 °C rise 120/240 V anti -condensation heater Temperature sensor - alternator bearing RTD anti -condensation heater Cooling system O Paralleling configuration —.01 50 °C ambient ❑ Remote fault signal package Run relay package Note: Some options may not be available on all models - consult factory for availability. Exhaust System —On O Industrial grade exhaust 0 silencer O Residential grade exhaust silencer O Critical grade exhaust silencer Generator set 0 ❑ AC entrance box ❑ Battery ❑ Battery rack with hold-down - floor standing Our energy working for you 02013 Cummins Power Generation Inc. I S -1551h (3/13) Circuit breaker - set mounted Disconnect switch - set mounted PowerCommand Network Remote annunciator panel Spring isolators 2 year warranty 5 year warranty 10 year major components warranty cumminspower.com Control system PCC3201 III ■ _ • .::. } • 111 ° -- PowerCommand control is an integrated generator set control system providing governing, voltage regulation, engine protection and operator interface functions. Major features include: • Integral AmpSentry Protective Relay providing a full range of alternator protection functions that are matched to the alternator provided. • Battery monitoring and testing features and smart starting control system. • Three phase sensing, full wave rectified voltage regulation system, with a PWM output for stable operation with all load types. • Control suitable for operation in ambient temperatures from -40 °C to +70 °C (-40 °F to +158 °F) and altitudes to 5000 meters (13,000 feet). • Prototype tested; UL, CSA, and CE compliant. • InPower' PC-based service tool available for detailed diagnostics. • Optional Echelon LoNWoRKs® network interface. Operator/display panel • Off/manual/auto mode switch • Manual run/stop switch • Panel lamp test switch • Emergency stop switch • Exercise switch • Alpha -numeric display with pushbutton access for viewing engine and alternator data and providing setup, controls and adjustments • LED lamps indicating not in auto, common warning, common shutdown, remote start • Configurable for local language Engine protection • Overspeed shut down • Low oil pressure warning and shut down • High coolant temperature warning and shut down • High oil temperature warning • Low coolant level warning or shut down • Low coolant temperature warning • High and low battery voltage warning • Weak battery warning • Dead battery shut down • Fail to start (overcrank) shut down • Fail to crank shut down • Redundant start disconnect • Cranking lockout • Sensor failure indication Engine data • DC voltage • Lube oil pressure • Coolant temperature • Lube oil temperature • Engine speed • Engine ECM data Our energy working for you: - 02013 Cummins Power Generation Inc. i S -1551h (3/13) AmpSentry AC protection • Over current and short-circuit shut down • Over current warning • Single and three phase fault regulation • Over and under voltage shut down • Over and under frequency shut down • Overload warning with alarm contact • Reverse power and reverse Var shut down Alternator data • Line -to -line and line -to -neutral AC volts • Three phase AC current • Frequency • Total and individual phase power factor, kW and kVA • Bus voltage and frequency (with paralleling options) Other data • Genset model data • Start attempts, starts, running hours • kW hours (total and since reset) • Fault history • Load profile (accessible with InPower) Governing • Digital electronic isochronous governor • Temperature dynamic governing • Smart idle speed mode Voltage regulation • Digital PWM electronic voltage regulation • Three phase line -to -neutral sensing • Single and three phase fault regulation • Configurable torque matching Control functions • Data logging on faults • Fault simulation (requires InPower) • Time delay start and cooldown • Cycle cranking • Configurable customer outputs (4) • Configurable network inputs (8) and outputs (16) (with optional network) • Remote emergency stop Paralleling (Option) • Active digital phase lock loop synchronizer • Isochronous kW and kVar load sharing controls • kW import/export and kVar/PF control for utility (mains) paralleling Options ❑ Thermostatically controlled space heater ❑ Key -type mode switch ❑ Ground fault module --� Auxiliary relays (3) ❑ Echelon LONWORKS interface o Modion Gateway to convert to Modbus (loose) ❑ PowerCommand iWatch web server for remote monitoring and alarm notification (loose) ❑ Digital input and output module(s) (loose) ❑ Remote annunciator (loose) o Paralleling ❑ Power transfer control For further detail see document S-1444. cumminspower.com Emergency standby power (ESP): Applicable for supplying power to varying electrical load for the duration of power interruption of a reliable utility source. Emergency Standby Power (ESP) is in accordance with ISO 8528. Fuel Stop power in accordance with ISO 3046, AS 2789, DIN 6271 and BS 5514. Limited -time running power (LTP): Applicable for supplying power to a constant electrical load for limited hours. Limited Time Running Power (LTP) is in accordance with ISO 8528. Prime power (PRP): Applicable for supplying power to varying electrical load for unlimited hours. Prime Power (PRP) is in accordance with ISO 8528. Ten percent overload capability is available in accordance with ISO 3046, AS 2789, DIN 6271 and BS 5514. Base load (continuous) power (COP): Applicable for supplying power continuously to a constant electrical load for unlimited hours. Continuous Power (COP) in accordance with ISO 8528, ISO 3046, AS 2789, DIN 6271 and BS 5514. I::1':i411 r: r-lii II - Dim "B" This outline drawing is for reference only. See respective model data sheet for specific model outline drawing number. Do not use for installation design Model Dim "A" mm (in.) Dim "B" mm (in.) Dim "C" mm (in.) Set Weight* dry kg (lbs) Set Weight* wet kg (lbs) —0"D0CA 4394.5 (173) 1715 (68) 2060.1 (81.1) 6377 (14061) 6518 (14372) DQCB 4394.5 (173) 1715 (68) 2060.1 (81.1) 6377 (14061) 6518 (14372) DQCC 4394.5 (173) 1715 (68) 2060.1 (81.1) 6377 (14061) 6518 (14372) ' Weights represent a set with standard features. See outline drawings for weights of other configurations. Codes and standards Codes or standards compliance may not be available with all model configurations - consult factory for availability. ISO 9001 This generator set is designed in facilities certified to ISO 9001 and manufactured in facilities certified to ISO 9001 or ISO 9002. The generator set is available listed to UL 2200, Stationary Engine Generator Assemblies for all 60 Hz low voltage models. The PowerCommand control is Listed to UL 508 - Category NITW7 for U.S. and Canadian usage. Circuit breaker assemblies are UL 489 Listed for 100% continuous operation and also UL 869A Listed Service Equipment. The Prototype Test Support (PTS) program verifies the performance integrity of the generator set design. Cummins Power Generation products bearing the PTS symbol meet the prototype test requirements of NFPA 110 for Level 1 systems. U.S. EPA Engine certified to Stationary Emergency U.S. EPA New Source Performance Standards, 40 CFR 60 subpartIIII Tier 2 exhaust emission levels. U.S. applications must be applied per this EPA regulation. All low voltage models are CSA certified to product class 4215-01. International Building Code The generator set package is available certified for seismic application in accordance with the following International Building Code: IBC2000, IBC2003, IBC2006, IBC2009 and IBC2012. Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device or after building main switch is open. North America 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone 763 574 5000 Fax 763 574 5298 Our energy working for you.'' 52013 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, AmpSentry, InPower and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. Specifications are subject to change without notice. S -1551h (3/13) Power Generation cumminspower.com Model: DQCA Frequency: 60 Fuel type: Diesel KW rating: 600 standby 545 prime Emissions level: EPA NSPS Stationary Emergency Tier 2 > Generator set data sheet Our energy working for you: M Power Generation Exhaust emission data sheet: EDS -1086 Exhaust emission compliance sheet: EPA -1120 Sound performance data sheet: MSP -1064 Cooling performance data sheet: MCP -173 Prototype test summary data sheet: PTS -160 Standard set -mounted radiator cooling outline: Load Optional set -mounted radiator cooling outline: 1/2 Optional heat exchanger cooling outline: Full Optional remote radiator cooling outline: 1/2 Fuel consumption Standby 114-- Prime Continuous kW (kVA) kW (kVA) kW (kVA) Ratings 600 (750) 545 (681) Configuration Load 1/4 1/2 3/4 Full 1/4 1/2 3/4 Full Full US gph 13.0 22.5 33.0 42.0 12.0 21.0 30.0 38.5 Rated speed, rpm L/hr 49.2 85.2 124.9 159.0 45.4 79.5 113.6 145.7 102 (108) Engine Standby .- rating Prime rating Continuous rating Engine manufacturer Cummins Inc. Engine model QSK23-G7 NR2 Configuration Cast Iron, in line 6 cylinder Aspiration Turbocharged and air-to-air aftercooled Gross engine power output, kWm (bhp) 910 (1220) 809 (1085) BMEP at set rated load, kPa (psi) 1944 (282) 1752 (254) Bore, mm (in) 170 (6.69) Stroke, mm (in) 170 (6.69) Rated speed, rpm 1800 Piston speed, m/s (ft/min) 10.21 (2010) Compression ratio 16:1 Lube oil capacity, L (qt) 102 (108) Overspeed limit, rpm 2100 Regenerative power, kW 93 Fuel flow Maximum fuel flow, L/hr (US gph) Maximum fuel inlet restriction, kPa (in Hg) Maximum fuel inlet temperature, °C (°F) 685 (181) 13.44 (4) 71 (160) /:2010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. D -3352e (7/10) Air Standby rating Prime rating Continuous rating Combustion air, m3/min (scfm) Maximum air cleaner restriction, kPa (in H2O) Alternator cooling air, m3/min (cfm) 59 (2081) 6.2 (25) 117 (4156) 56 (1961) Exhaust Exhaust flow at set rated load, m3/min (cfm) Exhaust temperature, °C (°F) Maximum back pressure, kPa (in H2O) 137 (4830) 440 (824) 10.1 (40.8) 128 (4515) 429 (804) Standard set -mounted radiator cooling Set coolant capacity, L (US gal) Ambient design, °C (°F) 50 (122) Heat rejected, aftercooler circuit, MJ/min (Btu/min) Fan load, kWm (HP) 27 (36) Heat rejected, fuel circuit, MJ/min (Btu/min) _ I Coolant capacity (with radiator), L (US gal) 89 (23.5) Maximum raw water pressure, jacket water circuit, kPa (psi) ...• J Cooling system air flow, m3/min (scfm) 1252 (44183) • Maximum raw water flow, jacket water circuit, L/min (US gal/min) Total heat rejection, MJ/min (Btu/min) 26.4 (25002) 23.9 (22706) Minimum raw water flow at 27 °C (80 °F) inlet temp, jacket water circuit, L/min (US gal/min) Maximum cooling air flow static restriction, kPa (in H2O) 0.12 (0.5) 4 Minimum raw water flow at 27 °C (80 °F) inlet temp, fuel circuit, L/min (US gal/min) I Maximum fuel return line restriction kPa (in Hg) 30.47 (9) Raw water delta P at min flow, aftercooler circuit, kPa (psi) ;' Raw water delta P at min flow, fuel circuit, kPa (psi) Optional set -mounted radiator cooling Ambient design, °C (°F) Fan load, kWm (HP) Coolant capacity (with radiator), L (US gal) Cooling system airflow, m3/min (scfm) J Total heat rejection, MJ/min (Btu/min) Maximum cooling air flow static restriction, kPa (in H2O) 1 Maximum fuel return line restriction, kPa (in Hg) Optional heat exchanger cooling Set coolant capacity, L (US gal) Heat rejected, jacket water circuit, MJ/min (Btu/min) Heat rejected, aftercooler circuit, MJ/min (Btu/min) Heat rejected, fuel circuit, MJ/min (Btu/min) _ I Total heat radiated to room, MJ/min (Btu/min) Maximum raw water pressure, jacket water circuit, kPa (psi) Maximum raw water pressure, aftercooler circuit, kPa (psi) Maximum raw water pressure, fuel circuit, kPa (psi) • Maximum raw water flow, jacket water circuit, L/min (US gal/min) Maximum raw water flow, aftercooler circuit, L/min (US gal/min) Maximum raw water flow, fuel circuit, L/min (US gal/min) Minimum raw water flow at 27 °C (80 °F) inlet temp, jacket water circuit, L/min (US gal/min) Minimum raw water flow at 27 °C (80 °F) inlet temp, aftercooler circuit, L/min (US gal/min) 4 Minimum raw water flow at 27 °C (80 °F) inlet temp, fuel circuit, L/min (US gal/min) I Raw water delta P at min flow, jacket water circuit, kPa (psi) Raw water delta P at min flow, aftercooler circuit, kPa (psi) Raw water delta P at min flow, fuel circuit, kPa (psi) Maximum jacket water outlet temp, °C (°F) Maximum aftercooler inlet temp, °C (°F) j Maximum aftercooler inlet temp at 25 °C (77 °F) ambient, °C (°F) ; Maximum fuel return line restriction, kPa (in Hg) ; Our energy working for YOU.TM www.cumminsaower.com 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. D -3352e (7/10) Power Generation Optional remote radiator cooling* Standby rating Prime power (PRP): Base load (continuous) power (COP): rrating ating Applicable for supplying power Applicable for supplying power Continuous rating varying electrical load for the Set coolant capacity, L (US gal) to varying electrical load for continuously to a constant duration of power interruption of a limited hours. Limited Time unlimited hours. Prime Power electrical load for unlimited reliable utility source. Emergency Max flow rate at max friction head, jacket water circuit, IJmin (US gal/min) (PRP) is in accordance with ISO hours. Continuous Power (COP) Standby Power (ESP) is in accordance with ISO 8528. Fuel accordance with ISO 8528. 8528. Ten percent overload capability is available in is in accordance with ISO 8528, ISO 3046, AS 2789, DIN 6271 - j j Max flow rate at max friction head, aftercooler circuit, L/min (US gal/min) accordance with ISO 3046, AS 2789, DIN 6271 and BS 5514. and BS 5514. BS 5514. _. ' Heat rejected, jacket water circuit, MJ/min (Btu/min) Heat rejected, aftercooler circuit, MJ/min (Btu/min) ~ :_ Heat rejected, fuel circuit, MJ/min (Btu/min) Total heat radiated to room, MJ/min (Btu/min) Maximum friction head, jacket water circuit, kPa (psi) Maximum friction head, aftercooler circuit, kPa (psi) Maximum static head, jacket water circuit, m (ft) . -„ .: _ • , . Maximum static head, aftercooler circuit, m (ft) _ : L ) Maximum jacket water outlet temp, °C (°F) • Maximum aftercooler inlet temp at 25 °C (77 °F) ambient, °C (°F) _•_ , _ z : , _° •! Maximum aftercooler inlet temp, °C (°F) Maximum fuel flow, L/hr (US gph) - . _' _ .. ' _ Maximum fuel return line restriction, kPa (in Hg) ;. ;, ;; Weights2 Unit dry weight kgs (lbs) 6379 (14061) Unit wet weight kgs (lbs) 6521 (14372) Notes: ' For non-standard remote installations contact your local Cummins Power Generation representative. 2 Weights represent a set with standard features. See outline drawing for weights of other configurations. Derating factors Standby ®-- Prime Engine power available up to 2705 m (8875 ft) elevations, derate at 4.4% per 305 m (1000 ft). Engine power available up to 2641 m (8665 ft) elevations, derate at 4.5% per 305 m (1000 ft). at ambient temperatures up to 40 °C (104 Above 40 °C (104 °F) derate 10% per 10 at ambient temperatures up to 40 °C (104 Above 40 °C (104 °F) derate 20.9% per 1 °F). Above these °C (18 °F). °F). Above these 0 °C (18 °F). Continuous • Ratings definitions Emergency standby power (ESP): iii___ Limited -time running power (LTP): Prime power (PRP): Base load (continuous) power (COP): Applicable for supplying power to Applicable for supplying power Applicable for supplying power Applicable for supplying power varying electrical load for the to a constant electrical load for to varying electrical load for continuously to a constant duration of power interruption of a limited hours. Limited Time unlimited hours. Prime Power electrical load for unlimited reliable utility source. Emergency Running Power (LTP) is in (PRP) is in accordance with ISO hours. Continuous Power (COP) Standby Power (ESP) is in accordance with ISO 8528. Fuel accordance with ISO 8528. 8528. Ten percent overload capability is available in is in accordance with ISO 8528, ISO 3046, AS 2789, DIN 6271 Stop power in accordance with ISO 3046, AS 2789, DIN 6271 and accordance with ISO 3046, AS 2789, DIN 6271 and BS 5514. and BS 5514. BS 5514. Our energy working for YOU.TM www.cumminspower.com ©2010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. D -3352e (7/10) Power Generation Alternator data Voltage Connection' Temp rise degrees C Duty2 Single phase factor' Max surge kVA4 Winding No. Alternator data sheet Feature Code 380-480 Wye 125/105 S/P 2944 312 ADS -309 B282-2 4- 600 Wye 125/105 S/P 2944 7 ADS -309 B300-2 600 Wye 105/80 S/P 2944 7 ADS -309 B301-2 220/380 Wye 105/80 S/P 1.111.111 3313 311 ADS -310 B599-2 480 Wye 105/80 S/P — 2944 312 ADS -309 B600-2 480 Wye 80 S MEM 2944 312 ADS -309 B601-2 600 Wye 80 S MEM 2944 7 ADS -309 B604-2 380 Wye 80 S 111111111. 3866 312 ADS -311 B660-2 190-480 Wye 125/105 S/P 2944 311 ADS -309 B731-2 208/416 Wye 105/80 S/P 111101111111. 2944 311 ADS -309 B733-2 208/416 Wye 80 S ® 3313 311 ADS -310 B734-2 440 Wye 125/105 S/P INEWIE 2944 312 ADS -309 B741-2 Notes: ' Limited single phase capability is available from some three phase rated configurations. To obtain single phase rating, multipy the three phase kW rating by the Single Phase Factor'. All single phase ratings are at unity power factor. 2 Standby (S), Prime (P) and Continuous ratings (C). Factor for the Single Phase Output from Three Phase Alternator formula listed below. 'Maximum rated starting kVA that results in a minimum of 90% of rated sustained voltage during starting. Formulas for calculating full load currents: Three phase output Single phase output kW x 1000 kW x SinglePhaseFactor x 1000 Voltage x 1.73 x 0.8 Voltage Cummins Power Generation 1400 73" Avenue N.E. Minneapolis, MN 55432 USA Phone: 763 574 5000 Fax: 763 574 5298 Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building's electrical system except through an approved device or after building main switch is open. Our energy working for you."' www.cumminsoower.com ©2010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you" is a trademark of Cummins Power Generation. Specifications are subject to change without notice. D -3352e (7/10) Power Generation PowerCommand® 2100 digital generator set control > Specification sheet Our energy working for you: M Power Generation Description The PowerCommand® 2100 Control is a microprocessor - based generator set monitoring, metering and control system. The control provides an operator interface to the genset, digital voltage regulation, digital governing and generator set protective functions. The integration of all the functions into a single control system provides enhanced reliability and performance compared to conventional control systems. The PowerCommand control is designed for mounting on the generator set and is suitable for use on a wide range of generator sets in non -paralleling applications. The PowerCommand Control will directly read AC voltages up to 600 VAC and can be configured for any frequency, voltage and power connection configuration from 120 to 600 VAC. The control offers a wide range of standard control and digital display features so custom control configurations are not needed to meet application specifications. System reliability is not compromised by use of untested special components. Power for PowerCommand Control is usually derived from the generator set starting batteries. It functions without degradation in performance over a voltage range from 8 VDC to 35 VDC. Features Digital engine speed governing controls - Provide isochronous frequency regulation (optional on some genset models). Digital voltage regulation - 3-phase sensing. AmpSentryTM protective relay - UL Listed, true alternator over current protection. Analog and digital AC output metering. • Battery monitoring system - Senses and warns against a weak battery condition. Digital alarm and status message display. Generator set monitoring - Displays status of all critical engine and alternator functions. Smart starting control system - Temperature dynamic integrated fuel ramping to limit black smoke and frequency overshoot, in addition to optimized cold weather starting. PCCNet Interface - A proprietary RS485 network interface to allow easy plug and play interface to remote annunciators, relay modules for extensible I/O and other devices. Advanced serviceability - Interfaces to InPowerTM, a PC-based software service tool. A version of InPower is available for customer use. PowerCommand LonWorks® network (optional) - Provides interfaces to external devices through a twisted pair wire and other media. Certifications - Suitable for use on generator sets that are designed, manufactured, tested, and certified to relevant UL, NFPA, ISO, IEC, and CSA standards. Warranty and service - Backed by a comprehensive warranty and worldwide distributor service network. 02008 I Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 1 of 8 I Operator panel The operator panel provides the user with a complete package of easy to view and use information. Connections to the operator panel are locking plug interfaces for reliable, vibration -resistant interconnection to the generator set wiring harness. Control switches and functions Off/manual/auto mode control switch - The not in auto lamp will flash when the control is in the manual or off mode. In the auto mode, the generator set can be started with a start signal from a remote device, such as an automatic transfer switch. Manual run/stop control switch - When the mode control switch is in the manual position and the manual/run/stop switch is pressed, the generator set will start, bypassing time delay start. The control is configurable to include an idle period on manual start. If the generator set is running in the manual mode, pressing the run/stop switch will cause the generator set to shut down after a cool down at idle period. Panel lamp/lamp test control switch - Depressing the panel lamp switch will cause the panel illumination to operate for approximately 10 minutes. Pressing and holding the switch will sequentially illuminate all LED lamps on the panel to confirm proper operation of these components. Fault acknowledge/reset switch - The control includes a fault acknowledge function to allow the operator to reset the fault condition. If the fault condition is not corrected, the fault will reappear, but will not be logged as a separate event. Multiple faults can be logged and displayed at one time. Emergency stop control switch - Pressing the emergency stop switch will cause the generator set to immediately shut down. The generator set is prevented from running or cranking with the switch pressed in. Operator adjustments - The control includes provisions for many set up and adjustment functions via raise/lower switches on the operator panel. Functions that can be adjusted by the operator include: - Time delay start (0-300 seconds) - Time delay stop (0-600 seconds) - Alternator voltage (±5%) - Alternator frequency (±5%) Indicating lamps .. 1115MOT0 Stan Nal In Auto Law On Pres Warning fitgh Engine Tamp Warning Low Oil Pras. Shutaawn ovuspmtl Stwtaoam Fall To Start l Our energy working for you.TM www.cumminspower.com The operator panel includes a series of LED indicating lamps to allow the operator to view the general status of the generator set. Functions displayed include: Green lamps to indicate generator set running (operating at rated voltage and frequency); remote start signal received. Red (flashing) lamp to indicate not -in -auto mode and a red lamp to indicate common shutdown. Amber lamp for common warning. Lamps (5) are configurable for color and function. These lamps are configured with InPower for any condition monitored by the control. Default configuration for these lamps include the following functions: - Low oil pressure warning - High engine temperature warning - Low oil pressure shutdown - Over speed shutdown - Fail to start Analog AC metering panel (optional) I The PowerCommand control can be equipped with an analog_ AC metering panel that simultaneously displays 3- phase line -to -line AC volts and current, kW, power factor, and frequency. The meter panel is composed of a series of LEDs configured in bar graphs for each function. The LEDs are color coded, with green indicating normal range values, amber for warning levels and red for shutdown conditions. Scales for each function are in % of nominal rated values. Resolution is 1% for values close to nominal and increases at values far from nominal. Alphanumeric display panel PowerCommand ■ • ■ • ci The PowerCommand control is provided with an alphanumeric display capable of displaying 2 lines of data with approximately 20 characters per line. The display is accompanied by a set of six tactile -feel membrane switches that are used by the operator to navigate through 02008 I Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 2 of 8 Power Generation control menus and to make control adjustments. (There are no rotary potentiometers in the control. All adjustments are made via the display panel or InPower). Display is configurable for multiple languages. It is configurable for units of measurement. All data on the control can be viewed by scrolling through screens with the navigation keys. The control displays all active fault conditions with the latest displayed first. Active and inactive faults are displayed. The display panel includes a screen -saver timer that will turn off the display after 30 minutes of inactivity. Touching any key will turn the screen back on. Generator set hardware data - Generator set rating in kVA, complete generator set model number and provisions for generator set serial number, engine model and serial number, and alternator model and serial number. The control stores the part number of the control and the software version present in the control. This information is read using InPower. Data logs - Number of start attempts and number of start attempts since reset. Number of times generator set has run and duration of generator set running time. Generator set kWh produced. The control also stores number of start attempts, operating hours and kW hours since each has been reset. This data is read with InPower. Adjustment history - Provides a record of adjustment and setting changes made on the control and identifies whether adjustment was made via the operator panel or with a service tool. If a service tool is used, the control provides a record of the serial number of the tool used. This information is read with InPower. Fault history - Provides a record of the most recent fault conditions with time stamp, along with the number of times each fault has occurred. Up to 20 events are stored in the control non-volatile memory. r ■ • ci ■ • D Load profile data - Control logs data indicating the operating hours at percent of rated kW load in 10% increments. The data is presented on the operator panel based on total operating hours on the generator set based on number of hours under 30% load and number of hours at more than 90% of rated. InPower can be used to read data in detail (10% increments). Generator set output voltage - All phases, line -to -line and line -to -neutral, accuracy 1%. Data for all phases is displayed simultaneously to allow viewing of voltage balance. Generator set output current - All phases, accuracy 1 %. Data for all phases is displayed simultaneously to allow viewing of load balance. Generator set output frequency. Generator set power output - PowerCommand displays generator set kW and kVA output (average and individual phase and direction of flow), and power factor with leading/lagging indication. Accuracy 5%. Generator set kWh power output - Displays total kilowatt-hours produced by the generator set and total produced since last reset, with time stamp of time of last reset. Generator set control temperature. Engine starting battery voltage. Engine lube oil pressure. Engine coolant temperature. Engine lube oil temperature (option on some genset models). System data display - The generator set will exchange data with Cummins Power Generation transfer switches utilizing PowerCommand transfer controls and other generator sets using the PowerCommand 2100 control that are located on the same site and interconnected using a PowerCommand network. Information displayed from each transfer switch in the system includes: transfer switch name (assigned by customer at site), kW load (when fitted with load monitoring equipment), sources available, source connected and if any alarm conditions are present on the switch. Genset data includes genset name, kW load, status and name of any alarm conditions that are present. Service adjustments - The operator panel includes provisions for adjustment and set up of all control functions in the generator set. The operator panel includes an access code that is used to protect the control from unauthorized service level adjustments. Internal control functions Engine control Remote start mode - PowerCommand accepts a ground signal from remote devices or a network signal to automatically start the generator set and immediately accelerate to rated speed and voltage. PowerCommand includes a smart starting system that is designed to quickly start the engine, minimize black smoke, minimize voltage and frequency overshoot, and oscillations on starting. The control system does this by careful control of the engine fuel system and alternator excitation system. The control can incorporate a time delay start and a warm- up period at idle speed. See Engine governing for details. Sleep mode - PowerCommand can be configured to include a sleep mode. When enabled, and when the mode select switch is in the off position, the control will revert to Our energy working for you.TM www.cumminspower.com 02008 I Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, ArnpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 3 of 8 Power Generation a low power consumption mode until a control switch on the operator panel is operated (reset, panel lamp, manual run or emergency stop). Data logging - The control maintains a record of manual control operations, warning and shutdown conditions, and other events. The control also stores critical engine and alternator data before and after a fault occurs, for use by InPower and the technician in evaluating the root causes for the fault condition. Fault simulation mode - PowerCommand, in conjunction with InPower software, will accept commands to allow a technician to verify the proper operation of all protective functions of the control by simulating failure modes or by forcing the control to operate outside of its normal operating ranges. Engine starting - The control system automatically controls the engine starter and provides proper engine fueling and alternator control to provide fast and efficient starting. Cycle cranking - Configurable for number of starting cycles (1 to 7) and duration of crank and rest periods. Control includes starter protection algorithms to prevent the operator from specifying a starting sequence that might be damaging. Time delay start and stop (cool down) - Configurable for time delay of 0-300 seconds prior to starting after receiving a remote start signal; and for time delay of 0-600 seconds prior to ramp -to -idle or shutdown after signal to stop in normal operation modes. Default for both time delay periods is 0 seconds. Engine governing The PowerCommand control includes integrated digital governing capability to directly drive an engine fuel control valve. Features of the governing system (when enabled) include: Isochronous governing - Controls engine speed within ±0.25% for any steady state load from no load to full load. Frequency drift will not exceed ±0.5% for a 33 °C (60 °F) change in ambient temperature over an 8 hour period. Temperature dynamics - Modifies the engine fuel system (governing) control parameters as a function of engine temperature. Allows engine to be more responsive when warm and more stable when operating at lower temperature levels. Smart idle mode - Engine governing can be regulated at an idle speed for a programmed period on automatic stop of the engine or in manual mode. In an automatic mode, the control will bypass the idle period if the engine is at a low load level for sufficient duration for cool down. During idle mode engine protective functions are adjusted for the lower engine speed, and alternator function and protections are disabled. Idle speed can be initiated by the operator when the generator set is running in the manual mode. Glow plug control (optional) - Modifies the engine start cycle to include a programmed time period for operation of glow plugs. This feature is available on generator sets that require glow plug control only. Alternator control PowerCommand includes an integrated 3-phase line -to - neutral sensing voltage regulation system that is compatible with either shunt or PMG type excitation systems (some generator set models are always PMG). The voltage regulation system is full wave rectified and has a PWM output for good motor starting capability and stability when powering non-linear loads. Major system features include: Digital output voltage regulation - PowerCommand will regulate output voltage to within 0.5% for any loads between no load and full load. Voltage drift will not exceed ±0.5% for a 33 °C (60 °F) change in temperature in an 8 hour period. On engine starting, or sudden load acceptance, voltage is controlled to a maximum of 5% overshoot over nominal level. Torque -matched V/Hz overload control - The voltage roll -off set point and rate of decay (i.e., the slope of the V/Hz curve) is adjustable in the control. Fault current regulation - PowerCommand will regulate the output current on any phase to a maximum of 3 times rated current under fault conditions for both single phase and three phase faults. The regulation system will drive a permanent magnet generator (PMG) to provide 3 times rated current on all phases for motor starting and short circuit coordination purposes. Protective functions On a warning condition the control will indicate a fault by lighting the warning LED on the control panel and displaying the fault name and code on the operator display panel. The nature of the fault and time of occurrence are logged in the control. The service manual and InPower service tool provide service keys and procedures based on the service codes provided. On a shutdown condition, the control will light the shutdown LED on the control panel, display the fault name and code, initiate shutdown and lock out the generator set. The control maintains a data log of all fault conditions as they occur and time stamps them with the controller run time and engine operating hours data. Adjustments to most set points are made using the InPower service tool. The control system includes a "fault bypass" mode that may be enabled by a service technician. The fault bypass mode forces the system to function regardless of the status of protective functions. (Each function must be individually bypassed.) In this mode the only protective functions that are operational are over speed, loss of speed sensor, moving the control switch to the off position or pressing the emergency stop switch. The control maintains a record of the time that the mode is enabled, Our energy working for you.TM www.cumminspower.com ©2008 I Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 4 of 8 Power Generation and all warning or shutdown conditions that have occurred while in the "fault bypass" mode. The control system automatically captures the generator set logged parameters on a fault condition. Many protective functions within the control system are configurable for warning, shutdown or both (2 levels). Exceptions to this include functions such as over speed conditions and loss of speed sensing. In addition, some functions can incorporate control functions as a consequence of a fault. System protective functions: Ground fault warning (optional) - 600 VAC class generator sets with solid ground. Ground fault sensing is adjustable over a range of 100-1200 amps with time delays of 0-1 second. May be configured for shutdown rather than alarm. Configurable alarm and status inputs - PowerCommand will accept up to four alarm or status inputs (configurable contact closed to ground or open) to indicate customer -specified conditions. The control is programmable for warning, shutdown or status indication, and for labeling the input. Eight additional faults can be input to the control via the network. Emergency stop - Annunciated whenever the local or remote emergency stop signal is received. Alarm panel distinguishes between local or remote operation. Engine protection Over speed shutdown - Default setting is 115% of nominal. Low lube oil pressure shutdown - Level is preset to match the capabilities of each engine. Control includes time delays to prevent nuisance shutdown signals. Low lube oil pressure warning - Level is preset to match the capabilities of each engine. Control includes time delays to prevent nuisance shutdown signals. High coolant temperature shutdown - Level is preset to match the capabilities of each engine. Control includes time delays to prevent nuisance shutdown signals. High coolant temperature warning - Level is preset to match the capabilities of each engine. Control includes time delays to prevent nuisance shutdown signals. High oil temperature warning (optional) - Level is preset to match the capabilities of each engine. Control includes time delays to prevent nuisance shutdown signals. Low coolant level warning/shutdown - Optional on some genset models. Low coolant temperature warning - Indicates that engine temperature may not be high enough for a 10 - second start or proper load pickup. Low and high battery voltage warning - Indicates battery charging system failure by continuously monitoring battery voltage. Weak battery warning - The control system will test the battery bank each time the generator set is signaled to start, and indicate a warning if the generator set battery indicates impending failure. Dead battery shutdown - Indicates that generator set failed to start due to failed starting battery. Fail to start (overcrank) shutdown. Fail to crank shutdown - Control has signaled starter to crank engine but engine does not rotate. Redundant starter disconnect. Cranking lockout - The control will not allow the starter to attempt to engage or to crank the engine when the engine is rotating. Sensor failure indication - All analog sensors are provided with sensor failure logic to indicate if the sensor or interconnecting wiring has failed. Separate indication is provided for fail high or low. AmpSentry protective relay AmpSentry protective relay is a UL Listed comprehensive monitoring and control system integral to the PowerCommand Control System that guards the electrical integrity of the alternator and power system by providing protection against a wide array of fault conditions in the generator set or in the load. It also provides single and three phase fault current regulation so that downstream protective devices have the maximum current available to quickly clear fault conditions without subjecting the alternator to potentially catastrophic failure conditions. See document R1053 below for a full size time over current curve. Over current warning - Output current on any phase at more than 110% of rating for more than 60 seconds or more than 400% for more than 1 second. Over current shutdown (51) - Output current on any phase is more than 110%, less than 175% of rating and approaching thermal damage point of alternator. Control includes algorithms to protect alternator from repeated over current conditions over a short period of time. Our energy working for YOU.TM www.cumminspower.com 02008 I Cummins Power Generation Inc. I Al rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 5 of 8 Power Generation 10 6 1 z 0 U w 0.1 0.05 _ 4- -4 ALTERNATOR THERMAL DAMAGE CURVE 4- AMPSENTRY PROTECTION 3 3 10 AMPS (TIMES RATED) 100 Short circuit shutdown - Output current on any phase is more than 110%, more than 175% of rating, and approaching thermal damage point of alternator. Control includes algorithms to protect alternator from repeated over current conditions over a short period of time. High AC voltage shutdown (59) - Output voltage on any phase exceeds preset values. Time to trip is inversely proportional to amount above threshold. Values adjustable from 105-125% of nominal voltage with time delay adjustable from 0.25-10 seconds. Default value is 110% for 10 seconds. Low AC voltage shutdown (27) - Voltage on any phase has dropped below a preset value. Adjustable over a range of 50-95% of reference voltage, time delay 2-10 seconds. Default value is 85% for 10 seconds. Function tracks reference voltage. Under frequency shutdown (81u) - Generator set output frequency cannot be maintained. Settings are adjustable from 0-10 Hz below nominal governor set point for a 0-20 second time delay. Default: 6 Hz, 10 seconds. Over frequency shutdown/warning (81o) - Adjustable for operation in a range of 0-10 Hz above nominal frequency, with a time delay of 0-20 seconds. Defaults: Disabled. Over load (kW) warning - Provides a warning indication when engine is operating at a load level over a set point or due to under frequency. Adjustment range: 50-140% of rated kW, 0-120 second delay. Defaults: 105%, 60 seconds. Reverse power shutdown (32) - Adjustment range: 5- 20% of standby kW rating, delay 1-15 seconds. Defaults: 10%, 3 seconds. Reverse Var shutdown - Shutdown level is adjustable: threshold 0.15-0.50 per unit, delay 10-60 seconds. Defaults: 0.20, 10 seconds. Excitation fault - Shutdown of generator set will occur on loss of voltage sensing inputs to control. Environment The control is designed for proper operation without recalibration in ambient temperatures from -40 °C to +70 °C (-40 °F to +158 °F), and for storage from 55 °C to +80 °C (-67 °F to +176 °F). Control will operate with humidity up to 95%, non -condensing. Control operation is not restricted by altitude. The control system is housed in a NEMA 3R/IP53 enclosure. The operator control panel has a single membrane surface which is impervious to the effects of dust, moisture, oil and exhaust fumes. The panel uses sealed membrane or oil -tight switches to provide long reliable service life in harsh environments. The control system is specifically designed and tested for resistance to RFI/EMI and to resist the effects of vibration to provide a long reliable life when mounted on a generator set. The control includes transient voltage surge suppression to provide compliance to referenced standards. Control interface Input signals to the PowerCommand control include: Remote start signal - May be connected via either discrete signal or Lon TM Network, or both. Remote emergency stop. Remote alarm reset. Configurable customer inputs - Control includes (4) input signals from customer discrete devices that are configurable for warning, shutdown or status indication, as well as message displayed. Output signals from the control include four configurable relay drivers. Defaults for these are: Generator set common warning signal - Operates when unit set is running under alarm conditions. Generator set common shutdown signal. Our energy working for YOU.TM www.cumminspower.com 02008 Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 6 of 8 Power Generation Not in auto - Indicates that the mode control switch is not in the auto position or that the genset is shutdown under a fault condition. Ready to load (generator set running) signal - Operates when the generator set has reached 90% of rated speed and voltage and latches until generator set is switched to off or idle mode. Control power for auxiliary devices is available from the controller. Network connections include: PCCNet interface - A proprietary dedicated RS485 network for use in operating remote annunciator panels and remote I/O modules. CSA 22.2: No. 14 M91 Industrial Controls ISO 8528-4: 1993 compliance, Controls and Switchgear NFPA99: Standard for Health Care Facilities CE Mark: Control system suitable for use on generator sets to be CE -marked EN 50081-2: Industrial Emissions EN 50082-2: Industrial Susceptibility ISO 7637, pulses #2b, 4: DC Supply Surge Voltage Test Mil Std 202C, Method 101: Salt Fog Test ANSI C62.41: Surge Withstand IEC 801.2, 3, 4, 5: For Susceptibility, Conducted and Radiated Electromagnetic Emissions. 1S09001: PowerCommand control systems and generator sets are designed and manufactured in ISO9001 certified facilities. Serial interface - This communication port is to allow the control to communicate with a personal computer O running InPower software. Echelon LonWorks interface (optional). Software InPower - A PC-based software service tool that is designed to directly communicate to PowerCommand ❑ generator sets and transfer switches to facilitate service and monitoring of these products. PowerCommand for Windows® - A software tool that ❑ is used primarily by operators to remotely monitor and ❑ control generator sets, transfer switches and other on-site power system devices. Warranty PowerCommand control systems are a part of complete power systems provided by Cummins Power Generation, and are covered by a one-year limited warranty as a standard feature. Extended warranty options are available for coverage up to 10 years. Certifications ❑ PowerCommand meets or exceeds the requirements of the following codes and standards: NFPA110: For Level 1 systems UL508: Recognized or Listed and suitable for use on UL 2200 Listed generator sets CSA C282 -M1999: Compliance ptions and accessories Analog AC metering display - Provides a bar graph display of 3-phase AC volts and amps, kW, power factor and frequency. Key -type mode select switch - Replaces off/manual/auto switch with a key -type switch. Ground fault alarm module - Installs a separate ground fault indication relay and harness into a control customer input. Exhaust temperature monitoring. Digital remote annunciator. Digital output relay module - Provides (3) relays, each with 2 normally open and 2 normally closed contacts rated 10 A at 600 VAC, 5 A at 24 VDC. Functions of the relays are configurable. Engine oil temperature indication - Some genset models incorporate this feature as standard. On all models, the control may be configured to include an oil temperature warning or shutdown when oil temperature sensing is provided. CAN engine interface (optional on some models). Allows the genset control to directly monitor an engine control module. LON interlace. Input/output expansion module — Provides up to 16 configurable Form -C relays, 12 configurable discrete inputs and 8 analog inputs. Our energy working for YOU.TM www.cumminspower.com 02008 I Cummins Power Generation Inc. I Al rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 7 of 8 Power Generation See your distributor for more information Cummins Power Generation Americas 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone: 763 574 5000 Fax: 763 574 5298 Europe, CIS, Middle East and Africa Manston Park Columbus Ave. Manston Ramsgate Kent CT 12 5BF United Kingdom Phone 44 1843 255000 Fax 44 1843 255902 Asia Pacific 10 Toh Guan Road #07-01 TT International Tradepark Singapore 608838 Phone 65 6417 2388 Fax 65 6417 2399 Warning: Back feed to a utility system can cause electrocution and/or property damage. Do not connect to any building electrical except through an approved device or after building main breaker is open. 02008 I Cummins Power Generation Inc. I All rights reserved I Specifications subject to change without notice I Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand, InPower, AmpSentry and "Our energy working for you." are trademarks of Cummins Power Generation. Other company, product, or service names may be trademarks or service marks of others. S -1409g (4/08) Page 1 of 8 1 1 r r � -Power C,Generation l } THE VMC GROUP The Power of Together' CERTIFICATE OF COMPLIANCE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS AND SYSTEMS As - Certification 4 - No. o o VMA -44898 -CCS (REVISION 7) • Expiration Date: 12/31/2013 Certification The nonstructural in accordance The following issued The above Certification installations this certification Parameters: products (mechanical and/or electrical components) listed on this certificate are CERTIFIED' FOR SEISMIC APPLICATIONS with the following building code2 releases. IBC 2000, IBC 2003, IBC 2006, IBC 2009, IBC 2012 model designations, options, and accessories are included in this certification. Reference report number VMA -44898-1, -2, -3 as by The VMC Group for a complete list of certified models, included accessories/options, and certified installation methods. Cummins Power Generation Standard Engine Generator Set Packages referenced equipment is APPROVED for seismic application when properly installed,' used as intended, and contains a Seismic Label referencing this Certificate of Compliance'. As limited by the tabulated values, below grade, grade, and roof -level installations, in essential facilities, for life safety applications, and/or of equipment containing hazardous contents are permitted and included in with an Equipment Importance Factor assigned as IP=1.5. Certified Seismic Design Levels Sos <=.1:94 Sos <=0.64 z/h<=a0.p (Equipment at Grade) z/h <= (Equipment on Roof) Soil Classes A, B, C,'D, Seismic Risk Category I II, III, IV, and Seismic Design Categories A, B, C, D, E, and F are all covered under this certification, limited by the Sips value stated above. Certified Seismic Installation Methods Rigid mounting from unit base to rigid structure I External isolation mounting from unit base to rigid structure Shake Test of Active and Energized Components, Non -Active Components, and Equipment Structure: Qualified by successful seismic shake table testing at the nationally recognized University of California Berkeley Pacific Earthquake Engineering Research Center under the witness of the Certified Seismic Qualification Agency, The VMC Group. Testing was conducted in accordance with ICC -ES AC -156 to envelope the required response spectrum (RRS) of maximum flexible region acceleration (AFLEx) of 1.94 g and a zero period acceleration (ARIA) of 0.78 g. This test level corresponds to an Sips = 1.94 g with a z/h of 0.0. Functionality was verified before and after the shake test. Basis of Design for Supports and Attachments to the Building: For calculations and analysis of the equipment attachment to the building structure, the equivalent static force method was applied using the Seismic Design Acceleration, FP/WP,5 for Load Resistance Factored Design (LRFD) methods. This includes but is not limited to the unit anchoring requirements and external isolation calculations. Seismic Design Acceleration Equation FP/WF = 0.4 x (Sips=1.94) x (IR=1.5) x (aP/Rp=1.25) x (1+2(z/h=0.0)) = 1.46 g ap/Rp is representative of the worst-case shake tested condition, as determined from Table 13.6-1 in ASCE7-10 Chapter 13. F-5610 The VMC Group •113 Main Street, Bloomingdale, NJ 07403•Tel: 973-838-1780•Fax: 973-492-8430.www.thevmcgroup.com Page 1 of 3 THE VMC GROUP The Power of Together' Power Generation CERTIFICATE OF COMPLIANCE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS AND SYSTEMS Certified Product Table: This certification includes the open generator set and the enclosed generator set when installed wi h or without he sub -base tank and with or without a package mounted radiator, as limited by the table above. The generator set and included options shall be a catalogue design and factory supplied. The generator set and applicable options shall be installed and attached to the building structure per the manufacturer supplied seismic installation instructions. This certification excludes all non -factory supplied accessories, including but not limited to mufflers, remote radiators, isolation/restraint devices and electrical components. Issue Date: November 6, 2009 Revision: December 13, 2012 Expiration Date: December 31, 2013 F-5610 The VMC Group •113 Main Street, Bloomingdale, NJ 07403•Tel:973-838-1780•Fax: 973-492-8430• www,thevmcgroup.com Page 2 of 3 Steel Enclos re,Options ; Aluminum Enclosure Options" ` Fuel Tank Options Genset : Type Model • Designation - Rating (kW) EPA ` . Rating Open, ' ; Genset • , -- with' - Packaged Radiatof Open Genset with Remote Radiator Weather •• Protective Sound Level ' 1 Sound " Level , -2 Weather Protective Sound Level " 1 .• . Sound ' Level . 2:• Standard Sub -base Diesel 60 Hz ECO DQFAH 1000 Tier 4• • • N/A N/A N/A N/A N/A N/A N/A DQFAG 900 • • N/A N/A N/A N/A N/A N/A N/A DQFAF 800 • N/A N/A N/A N/A N/A N/A N/A DQFAE 750 • • N/A N/A N/A N/A N/A N/A N/A Diesel 60 Hz DQFAD 1000 Tier 2 52400 Gallons DQFAC 900 • 52400 Gallons DQFAB 800 52400 Gallons DQ FAA 750 52400 Gallons DQCC 800 52400 Gallons DQCB 750 • • • • • • 52400 Gallons ® DQCA 600 • • • • • • • • 52400 Gallons DQPAB 650 • 52400 Gallons DQPAA 600 52400 Gallons This certification includes the open generator set and the enclosed generator set when installed wi h or without he sub -base tank and with or without a package mounted radiator, as limited by the table above. The generator set and included options shall be a catalogue design and factory supplied. The generator set and applicable options shall be installed and attached to the building structure per the manufacturer supplied seismic installation instructions. This certification excludes all non -factory supplied accessories, including but not limited to mufflers, remote radiators, isolation/restraint devices and electrical components. Issue Date: November 6, 2009 Revision: December 13, 2012 Expiration Date: December 31, 2013 F-5610 The VMC Group •113 Main Street, Bloomingdale, NJ 07403•Tel:973-838-1780•Fax: 973-492-8430• www,thevmcgroup.com Page 2 of 3 THE VMC GROUP The Power of Together Power Generation CERTIFICATE OF COMPLIANCE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS AND SYSTEMS Notes and Comments: 1. All equipment listed herein successfully passed the seismic acceptance criteria for shake testing non-structural components and systems as set forth in the ICC AC -156. The Test Response Spectrum (TRS) enveloped the required response spectrum (RRS) for all units tested. The units cited in this certification were representative sample(s) of a contingent of models and all remained captive and structurally sound after the seismic shake simulation. The units also remained functionally operational after the simulation testing as functional testing was completed by the equipment manufacturer before and after the seismic simulations. Although a seismic qualified unit inherently contains some wind resisting capacity, that capacity is undetermined and is excluded from this certification. Snow/Ice loads have been neglected and thus limit the unit to be installed both indoors (covered by an independent protective structure) and out of doors (exposed to accumulating snow/ice) for ground snow loads no greater than 30 psf for all applications. 2. The following building codes are addressed under this certification: IBC 2012 — referencing ASCE7-10 and ICC AC -156 IBC 2009 — referencing ASCE7-05 and ICC AC -156 IBC 2006— referencing ASCE7-05 and ICC AC -156 IBC 2003— referencing ASCE7-02 and ICC AC -156 IBC 2000— referencing ASCE7-98 and ICC AC -156 3. Refer to the manufacturer supplied installation drawings for anchor requirements and mounting considerations for seismic applications. Required anchor locations, size, style, and load capacities (tension and shear) are specified on the installation drawings. Mounting requirement details such as anchor brand, type, embedment depth, edge spacing, anchor -to -anchor spacing, concrete strength, special inspection, wall design, and attachment to non -building structures must be outlined and approved by the Engineer of Record for the project or building. Structural walls, structural floors, and housekeeping pads must also be seismically designed and approved by the project or building Structural Engineer of Record to withstand the seismic anchor loads as defined on the installation drawings. The installing contractor is responsible for observing the installation detailed in the seismic installation drawings and the proper installation of all anchors and mounting hardware. 4. For this certificate and certification to remain valid, this certificate must correspond to the "Seismic Certification Label" found affixed to the unit by the factory. The label ensures the manufacturer built the unit in conformance to the IBC seismic design criteria set forth by the Certified Seismic Qualification Agency, The VMC Group, and meets the seismic design levels claimed by this certificate. 5. When the site soil properties or final equipment installation location are not known, the soil site coefficient, FA, defaults to the Soil Site Class D coefficient. Soil Classes A, B, C, D, Seismic Risk Category I, II, Ill, IV, and Seismic Design Categories A, B, C, D, E, and F are all covered under this certification, limited by the SDS values on page 1, respective to the applicable building code, Importance factor, and z/h ratio. 6. Mechanical, Electrical, and Plumbing connections to the equipment must be flexibly attached as to not transfer load through the connection. The structural integrity of any conduit, cable trays, piping, ductwork and/or flexible connections is the responsibility of others. This certification does not guarantee the equipment will remain compliant to UL or NEMA standards after a seismic event. John P. Giuliano, PE President, The VMC Group Issue Date: November 6, 2009 Revision: December 13, 2012 Expiration Date: December 31, 2013 F-5610 The VMC Group •113 Main Street, Bloomingdale, NJ 07403•Tel: 973-838-1780•Fax: 973-492-8430•www.thevmcgroup.com TI[ VMC GROUP Page 3 of 3 q 1p • � Power Generation Exhaust Emission Data Sheet 600DQCA 60 Hz Diesel Generator Set Nonroad Engine Information: Model: Cummins Inc QSK23-G7 NR2 Bore: 6.69 in. (170 mm) Type: 4 Cycle, In Line, 6 Cylinder Diesel Stroke: 6.69 in. (170 mm) Aspiration: Turbocharged and CAC Displacement: 1413 cu. in. (23.1 liters ) Compression Ratio: 16.0:1 Emission Control Device: Turbocharged with Charge Air Cooled TEST CONDITIONS Data was recorded during steady-state rated engine speed (± 25 RPM) with full load (±2%). Pressures, temperatures, and emission rates were stabilized. Fuel Specification: 46.5 Cetane Number, 0.035 Wt.% Sulfur; Reference IS08178-5, 40CFR86.1313-98 Type 2- D and ASTM D975 No. 2-D. Fuel Temperature: 99 ± 9 °F (at fuel pump inlet) Intake Air Temperature: 77 ± 9 °F Barometric Pressure: 29.6 ± 1 in. Hg Humidity: NOx measurement corrected to 75 grains H20/Ib dry air Reference Standard: ISO 8178 The NOx, HC, CO and PM emission data tabulated here were taken from a single engine under the test conditions shown above. Data for the other components are estimated. These data are subjected to instrumentation and engine -to -engine variability. Field emission test data are not guaranteed to these levels. Actual field test results may vary due to test site conditions, installation, fuel specification, test procedures and instrumentation. Engine operation with excessive air intake or exhaust restriction beyond published maximum limits, or with improper maintenance, may results in elevated emission levels. Cummins Power Generation Data and Specifications Subject to Change Without Notice eds-1086b 1/4 1/2 3/4 Full Full PERFORMANCE DATA Standby Standby Standby Standby Prime Engine HP @ Stated Load (1800 RPM) 226 453 679 905 815 Fuel Consumption (gal/hr) 13.7 23.1 32.7 42.0 38.4 Exhaust Gas Flow (CFM) 2005 3055 4045 4835 4520 Exhaust Temperature (°F) 595 710 775 825 805 EXHAUST EMISSION DATA , HC (Total Unburned Hydrocarbons) 1.05 0.47 0.28 0.19 0.23 NOx (Oxides of Nitrogen as NO2) 2.80 3.00 3.60 4.40 4.10 CO (Carbon Monoxide) 1.50 0.56 0.24 0.16 0.19 PM (particular Matter) 0.32 0.16 0.06 0.04 0.05 SO2 (Sulfur Dioxide) N/A N/A N/A N/A N/A Smoke (Bosch) 1.10 0.90 0.50 0.40 0.50 All values are tarams oer HP -Hour TEST CONDITIONS Data was recorded during steady-state rated engine speed (± 25 RPM) with full load (±2%). Pressures, temperatures, and emission rates were stabilized. Fuel Specification: 46.5 Cetane Number, 0.035 Wt.% Sulfur; Reference IS08178-5, 40CFR86.1313-98 Type 2- D and ASTM D975 No. 2-D. Fuel Temperature: 99 ± 9 °F (at fuel pump inlet) Intake Air Temperature: 77 ± 9 °F Barometric Pressure: 29.6 ± 1 in. Hg Humidity: NOx measurement corrected to 75 grains H20/Ib dry air Reference Standard: ISO 8178 The NOx, HC, CO and PM emission data tabulated here were taken from a single engine under the test conditions shown above. Data for the other components are estimated. These data are subjected to instrumentation and engine -to -engine variability. Field emission test data are not guaranteed to these levels. Actual field test results may vary due to test site conditions, installation, fuel specification, test procedures and instrumentation. Engine operation with excessive air intake or exhaust restriction beyond published maximum limits, or with improper maintenance, may results in elevated emission levels. Cummins Power Generation Data and Specifications Subject to Change Without Notice eds-1086b Power Generation 2013 EPA Tier 2 Exhaust Emission Compliance Statement 600DQCA Stationary Emergency 60 Hz Diesel Generator Set Compliance Information: The engine used in this generator set complies with Tier 2 emissions limit of U.S. EPA New Source Performance Standards for stationary emergency engines under the provisions of 40 CFR 60 Subpart 1111 when tested per 1S08178 D2. Engine Manufacturer: EPA Certificate Number: Effective Date: Date Issued: EPA Engine Family : Cummins Inc DCEXL023.AAB-028 07/09/2012 07/09/2012 DCEXL023.AAB Engine Information: Model: QSK23 / QSX23-G7 NR2 Engine Nameplate HP: 1220 Type: 4 Cycle, In-line, 6 Cylinder Diesel Aspiration: Turbocharged and CAC Emission Control Device: Engine Design Modification Bore: 6.69 in. (170 mm) Stroke: 6.69 in. (170 mm) Displacement: 1413 cu. in. (23.2 liters) Compression Ratio: 16.0:1 Exhaust Stack Diameter: 10 in. Diesel Fuel Emission Limits D2 Cycle Exhaust Emissions Grams per BHP -hr Grams per kWm-hr NOx + CO PM NOx + CO PM NMHC NMHC Test Results - Diesel Fuel (300-4000 ppm Sulfur) 4.3 0.3 0.07 5.7 0.4 0.09 EPA Emissions Limit 4.8 2.6 0.15 6.4 3.5 0.20 Test Results - CARB Diesel Fuel (<15 ppm Sulfur) 3.9 0.3 0.06 5.2 0.4 0.08 CARB Emissions Limit 4.8 2.6 0.15 6.4 3.5 0.20 The CARB emission values are based on CARB approved calculations for converting EPA (500 ppm) fuel to CARB (15 ppm) fuel. Test Methods: EPA/CARB Nonroad emissions recorded per 40CFR89 (ref. IS08178-1) and weighted at load points prescribed in Subpart E, Appendix A for Constant Speed Engines (ref. IS08178-4, D2) Diesel Fuel Specifications: Cetane Number: 40-48. Reference: ASTM D975 No. 2-D. Reference Conditions: Air Inlet Temperature: 25°C (77°F), Fuel Inlet Temperature: 40°C (104°F). Barometric Pressure: 100 kPa (29.53 in Hg), Humidity: 10.7 g/kg (75 grains H20/Ib) of dry air; required for NOx correction, Restrictions: Intake Restriction set to a maximum allowable limit for clean filter; Exhaust Back Pressure set to a maximum allowable limit. Tests conducted using alternate test methods, instrumentation, fuel or reference conditions can yield different results. Engine operation with excessive air intake or exhaust restriction beyond published maximum limits, or with improper maintenance, may result in elevated emission levels. Cummins Power Generation Data and Specifications Subject to Change Without Notice epa-1120h Power Generation Cooling System Data DQCA EPA NSPS Stationary Emergency:Tier 2 High Ambient Air Temperature Radiator Cooling System Notes: 1. Data shown are anticipated cooling performance for typical generator set. 2. Cooling data is based on 1000 ft (305 m) site test location. 3. Generator set power output may need to be reduced at high ambient conditions. Consult generator set data sheet for derate schedules. 4. Cooling performance may be reduced due to several factors including but not limited to: Incorrect installation, improper operation, fouling of the cooling system, and other site installation variables. Cummins Power Generation Specification May Change Without Notice Bulletin mcp-173c Duty Rating (kW) Max Cooling @ Air Flow Static Restriction, Unhoused (inches water/mm water) Housed in Free Air, No Air Discharge Restriction 0.0/0.0 0.25/6.4 0.5/12.7 0.75/19.1 Maximum Allowable Ambient Temperature, Degree C 60 Hz Standby 600 60 59 57 53 Prime 545 N/A N/A N/A N/A Continuous N/A N/A N/A N/A 50 Hz Standby N/A N/A N/A N/A Prime N/A N/A N/A N/A Continuous N/A N/A N/A N/A Notes: 1. Data shown are anticipated cooling performance for typical generator set. 2. Cooling data is based on 1000 ft (305 m) site test location. 3. Generator set power output may need to be reduced at high ambient conditions. Consult generator set data sheet for derate schedules. 4. Cooling performance may be reduced due to several factors including but not limited to: Incorrect installation, improper operation, fouling of the cooling system, and other site installation variables. Cummins Power Generation Specification May Change Without Notice Bulletin mcp-173c d " ♦ 1 Power Generation Sound Data 600DQCA 60Hz Sound Pressure Level @ 7 meters, dB(A) See Notes 1-8 listed below Configuration Octave Band Center Fre uency Hz) Measurement Location56 Numb Average 1 2 3 47 1000 2000 4000 8 Standard - Unhoused Infinite Exhaust 89 93 94 95 98 95 93 93 94 F200 -Weather Mounted Muffler 84 80 78 89 90 90 77 80 86 Mounted 91 99 100 101 100 100 99 94 108 > a F201 - Quiet Site II First Stage g Muffler 84 79 72 73 77 73 73 79 78 F202 - Quiet Site II Second Stage Mounted Muffler 72 70 73 73 74 75 74 71 73 Sound Power Level, dB(A) See Notes 2-6, 9, 10 listed below Configuration Octave Band Center Fre uency Hz) Octave Band Center Frequency (Hz) PowerOverall Level Sound 63 125 250 500 1000 2000 4000 8000 Standard - Unhoused Infinite Exhaust 82 101 106 112 114 114 112 107 120 F200 -Weather Mounted Muffler 92 101 106 108 107 106 103 98 114 MountedMuffler 91 99 100 101 100 100 99 94 108 F201 - Quiet Site II First Stage F202 - Quiet Site II Second Stage Mounted Muffler 85 95 95 92 99 98 98 90 105 Exhaust Sound Pressure Level 1 meter. dB(A Open Exhaust (No Muffler Rated Load) Octave Band Center Fre uency Hz) Sound Pressure Level 63 125 250 500 1000 2000 4000 8000 104 111 119 120 120 125 125 123 131 Note: 1. Position 1 faces the engine front. The positions proceed around the generator set in a counter -clockwise direction in 45° increments. All positions are at 7m (23 ft) from the surface of the generator set and 1.2m (48") from floor level. 2. Sound levels are subject to instrumentation, measurement, installation and manufacturing variability. 3. Sound data with remote -cooled generator sets are based on rated loads without cooling fan noise. 4. Sound levels for aluminum enclosures are approximately 2 dB(A)s higher than listed sound levels for steel enclosures. 5. Sound data for generator set with infinite exhaust do not include exhaust noise. 6. Data is based on full rated load with standard radiator -cooling fan package 7. Sound Pressure Levels are measured per ANSI S1.13 and ANSI S12.18, as applicable. 8. Reference sound pressure is 20 pPa. 9. Sound Power Levels per ISO 3744 and ISO 8528-10, as applicable. 10. Reference power = 1 pw (1012 W) 11. Exhaust Sound Pressure Levels are per ISO 6798, as applicable. Cummins Power Generation Data and Specification Subject to Change Without Notice Bulletin msp-1011 e � 41 PROTOTYPE TEST SUPPORT (PTS) 60 HZ TEST SUMMARY Power GENERATOR SET MODELS Generation 600DQCA4 750DQCB 800DQCC REPRESENTATIVE PROTOTYPE Model: 800DQCC Alternator: HC6H Engine: QSK23-G3 NR1 The following summarizes prototype testing conducted on the designated representative prototype of the specified models. This testing is conducted to verify the complete generator set electrical and mechanical design integrity. Prototype testing is conducted only on generator sets not sold as new equipment. Maximum Surge Power: 833 kW Steady State Performance: The generator set was evaluated to determine the stated The generator set was tested to verify steady state maximum surge power. operating performance was within the specified maximum limits. Voltage Regulation: ±0.50% Random Voltage Variation: ±0.50% Frequency Regulation: Isochronous Random Frequency Variation: ±0.25% Transient Performance: Torsional Analysis and Testing: The generator set was tested with the standard alternator The generator set was tested to verify that the design is to verify single step loading capability as required by not subjected to harmful torsional stresses. A spectrum NFPA 110. Voltage and frequency response on load analysis of the transducer output was conducted over the addition or rejection were evaluated. The following results speed range of 1350 to 1950 RPM. were recorded: Cooling System: 50 °C Ambient Full Load Acceptance: 0.5 in. H2O restriction Voltage Dip: 35.0 % The cooling system was tested to determine ambient Recovery Time: 2.5 Second temperature and static restriction capabilities. The test Frequency Dip: 8.3 % was performed at full rated load in elevated ambient Recovery Time: 3.5 Second temperature under stated static restriction conditions. Full Load Resection: Voltage Rise: 24.1 % Durability: Recovery Time: 1.2 Second Frequency Rise: 3.8 % The generator set was subjected to a minimum 500 hour endurance test operating at variable load up to the standby rating based upon MIL -STD -705 to verify Recovery Time: 1.6 Second Harmonic Analysis: structural soundness and durability of the design. (per MIL -STD -705B, Method 601.4) Line to Line Line to Neutral Electrical and Mechanical Strength: Harmonic No Load Full Load No Load Full Load The generator set was tested to several single phase and three phase faults to verify that the generator can safely 3 0.052 0.04 0.144 0.092 withstand the forces associated with short circuit 5 0.128 1.36 0.058 1.32 conditions. The generator set was capable of producing 7 1 0.196 1 0.19 full rated output at the conclusion of the testing. 9 0.012 0.034 0.033 0.066 11 0.985 0.84 1.01 0.83 13 0.158 0.32 0.12 0.29 15 0 05 0.025 0.022 Cummins Power Generation Specification May Change Without Notice pts -160a Power Generation ALTERNATOR DATA SHEET Frame Size: HC6G CHARACTERISTICS WEIGHTS: Wound Stator Assembly Rotor Assembly Complete Alternator MAXIMUM SPEED: EXCITATION CURRENT: Full Load No Load INSULATION SYSTEM: Class H Throughout 1998 lb 1689 lb 4240 lb 2250 rpm 2.5 Amps 0.5 Amps 900 kg 761 kg 1910 kg 3 0 RATINGS (0.8 power factor) 60 Hz 4-- 50 Hz (Based on specified temperature rise 110/190* 120/208* 139/240* 110 90* 120/208* 1 7/220* at 40°C ambient temperature) 220/380 240/41'8 277/480 347/600 220/ 80 240/415 4/440 150°C Rise Ratings kW 665 730 837 837 65 656 656 kVA 831 913 1046 1046 821 820 820 125°C Rise Ratings kW 640 700 800 800 640 640 640 kVA 800 875 1000 1000 800 800 800 105°C Rise Ratings kW 580 650 730 730 600 600 600 kVA 725 813 913 913 750 750 750 80°C Rise Ratings kW 520 568 632 632 520 520 520 kVA 650 710 790 790 650 651 650 REACTANCES (per unit, ±10%) 110/190* 120/208* 139/240* 110/190* 20/2,8* 127/220* (Based on full load at 125°C Rise Rating 220/380 240/416 277/480 347/600 220/380 2 0/4 5 254/440 Synchronous 3.87 3.53 3.03 2.96 3.14.63 2.34 Transient 0.31 0.28 0.24 0.22 0.25 0.21 0.19 Subtransient 0.23 0.21 0.18 0.16 0.17 $ 15 0.13 Negative Sequence 0.27 0.24 0.21 0.20 0.21 0. , 8 0.16 Zero Sequence 0.03 0.03 0.03 0.03 0.03 0.1+ 0.02 MOTOR STARTING Broad Range 600 B'.ad Ra •e Maximum kVA (90% Sustained Voltage) 2944 2944 2000 TIME CONSTANTS (Sec) Broad Range 600 Broad Range Transient 0.185 0.185 0.185 Subtransient 0.025 0.025 0.025 Open circuit 2.350 2.350 2.350 DC 0.040 0.040 0.040 WINDINGS (@ 20°C) Broad Range 600 Broad Range Stator Resistance (Ohms per phase) 0.0074 0.0110 0.0074 Rotor Resistance ( Ohms) 1.3700 1.3700 1.3700 Number of Leads 6 (12 Optional) 6 6 (12 optional) * 12 lead reconnectible option is required to obtain low (parallel wye) voltages. Cummins Power Generation Specification May change Without Notice. ADS - 309F 41 Enclosures and tanks 250-1000 kW gensets • > Specification sheet Our energy working for you."' Power Generation Enclosure standard features • 14 -gauge steel construction (panels) • Stainless steel hardware • Zinc phosphate pretreatment, e -coat primer and super durable powder topcoat paint minimize corrosion and color fade • Package listed to UL 2200 • Designed to satisfy National Electrical Code installation requirements • Fuel and electrical stub -up area within enclosure perimeter • Fixed louvers • Cambered roof prevents water accumulation • Recessed, lockable doors in two sides • Retainers hold doors open for easy access • Enclosed exhaust silencer ensures safety and protects against rust • Rain cap • Exterior oil and coolant drains with interior valves for ease of service • Rodent barriers on inlet • Non -hydroscopic sound attenuating material • Side mounted controls and circuit breakers • Easy access lifting points for spreader bars • Dual vibration isolation system (250-500 kW) • Spring vibration isolation system (600-1000 kW) • Enclosure mounts to lifting base or fuel tank (250-500 kW) • Enclosure mounts to lifting base (600-1000 kW) • Factory pre -assembled package • Designed for outdoor use only • Externally mounted emergency stop button for operator safety (optional on 250-500 kW) • Horizontal air discharge to prevent leaf and snow accumulation (600-1000 kW) Options • Three levels of sound attenuation • Motorized louvers to protect from ice and snow accumulation (available on air inlet for all models and on air outlet on level II, 250-500 kW enclosures only) • Horizontal air discharge, sound level 2 only (250-500 kW) • Aluminum construction with roll -coated polymer paint • Wind rated to 150 mph (aluminum enclosures) • Neutral sandstone paint color (aluminum only) • Factory mounted battery charger • External 120 VAC service outlet • Rain hoods for air inlet (250-500 kW) • Lifting base in lieu of a sub -base tank (250-500 kW) - Pre -wired AC distribution package - 100 amp (250-500 kW) or 150 amp (600-1000 kW) main circuit breaker; connected to 120 VAC line - neutral and 208 or 240 VAC line -line, spare breaker positions and capacity for future upgrades (600- 1000 kW) - GFCI protected internal 120 VAC service receptacle - GFCI protected weather proof external 120 volt service receptacle - All factory installed AC powered features pre -wired into load center • Interior lights —120 volt (600-1000 kW) • Rain hoods for air inlet (250-500 kW) • Seismic isolators available (600-1000 kW) 02013 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and "Our energy working for you." are trademarks of Cummins Power Generation. Specifications are subject to change without notice. S -1443y (5/13) 41 t+f Enclosure package sound pressure levels @ 7 meters dB(A) Genset model Weather protective enclosure (F200, F203) QuietSite Level 1 sound attenuated enclosure QuietSite Level 2 sound attenuated enclosure (F202, F205) (F201,4284) 250 DQDAA 90 88 72 275 DQDAB 90 88 73 275 DQHAA 86 85 74 300 DFCB 86 84 71 300 DQDAC 90 88 73 300 DQHAB 89 88 76 350 DFCC 87 85 72 350 DFEG 86 85 72 400 DFCE 89 85 73 400 DFEH 87 85 73 450 DFEC 89 85 75 450 DFEJ 88 85 74 500 DFED 90 86 76 500 DFEK 89 87 73 600 DFGB 85 78 74 600 DQCA 86 78 74 600 DQPAA 89 80.7 77.19 600 DQPAB 90 81.36 80.27 750 DFGE 87 80 75 750 DFHA 91 81 77 750 DQCB 87 79 74 750 DQFAA 89 79 75 800 DFHB 91 81 77 800 DQCC 87 79 74 800 DQFAB 89 79 75 900 DFHC 93 83 78 900 DQFAC 89 80 76 1000 DFHD 90 80 76 1000 DQFAD 90 80 76 - All data is 60Hz, full load standby rating, steel enclosures only. - Data is a measured average of 8 positions. - Sound levels for aluminum enclosures are approximately 2 dB(A) higher than listed sound levels for steel enclosures. 250-1000 kW Weather protective 250-1000 kW QuietSite Level 2 Our energy working for you:"" www.cumminspower.com 02013 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and "Our energy working for you." are trademarks of Cummins Power Generation. Specifications are subject to change without notice. 5-1443y (5/13) Power Generation P age dimensions of enclosure, exhaust system, and UL tank 250-50 W Tank size (gal) ther prote 've package length (in) QuietSite level I package ength (in) QuietSite level 2 package length (in) Width (in) Heigh (in W Cher rotective package weight (lbs) QuietSite level 1 package weight (lbs) QuietSite level 2 package weight (lbs) 300 188 18 222 82 4 5648 6073 6991 400 188 188 222 82 106 5833 6258 7176 500 188 188 222 82 108 5956 6381 7299 600 188 188 315 8 111 6116 6541 7459 660 188 188 222 2 113 6235 6660 7578 720 188 188 222 82 114 6174 6599 7517 850 188 188 222 :2 118 6529 6954 7872 1470 200 200 200 8 128 7428 7853 8771 1700 234 234 82 128 7982 8407 9325 Lifting base 188 188 222 82 00 4335 4760 5678 600-1000 kW Tank size (gal) Weather Protectiv packs len (in) uietSite level I package length (in) QuietSite level 2 package length (in) Width (in) Height (in) Weath protective package weight (lbs) QuietSite level 1 ackage w " ht (lbs) QuietSite level 2 package weight (lbs) 200 2 303 315 98 129 10194 13074 14954 660 260 303 315 98 131 9586 12466 14346 1000 260 303 315 98 143 10117 12997 14877 1500 260 303 315 98 145 10677 13557 1 7 200 292 327 327 98 143 11959 14839 16719 2 0 338 338 338 98 143 12961 15841 17721 - This weight does not include the generator set. Consult your local Cummins Power Generation distributor or the appropriate generator specification sheet. - Width is 86" lifting eye to lifting eye (250-500 kW), 102" lifting eye to lifting eye (600-1000 kW). - Height - Florida, Michigan, and Suffolk add 4" (250-500 kW) or 2" (600-1000 kW) for bottom space. - Maximum length emergency vent removed. CSA - The generator set is CSA certified to product class 4215-01. UL - The generator set is available Listed to UL 2200, Stationary Engine Generator Assemblies. The PowerCommand control is Listed to UL 508 - Category NITW7 for U.S. and Canadian usage. See your distributor for more information Americas 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone: 763 574-5000 Fax: 763 574-5298 02013 Cummins Power Generation Inc. All nghts reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. PowerCommand and "Our energy working for you." are trademarks of Cummins Power Generation. Specifications are subject to change without notice. 5-1443y (5/13) Drawing Name: A030Y553 Revision: C Pan Name: A030Y552 Revision: C Sheet 1 of 4 Pr 4/Eu4l uLt x] 5 1 1 TE0'I:7ll. :Els lSx !u [i I41u [ rnul Per ua, r .04 "PIA 11!1 Circuit Br aker 4r. GCNSE1 110I10G / / \\.IS ISE( DETAIL A PAGE 21 - �- I NOTES, �f ''I �V ry I - 1. DINER IONS 5110WN IN 1 I BRACKETS ARE INCITES. 153N �/ - _- 1J _ �.: sl. rel R` n - .. I} AIN PLOW I'S6 1651 2. GINSET 5111PPEII PILLED WITH ENGINE OIL. 1011 '1011 --_ -I -_ ��.f�I� I _ t1{{If lD��--�I1 1 I 1237 1237 C. jll II 11491327 .�.' �1 111311 , U I a�- ( rrIII���^� Yj-pr-'._ � *e,l�! c IIl] `r.lU 147101 TAINT TION _ i - - It ;3:.� ''" �- I 1 I OEN (RANI DIN A DIM P GENS i N7 GENSEI wl -i----y I1- 07 1 1_ 1 SIZE 1 O( G C Or U1N ( W70 COOLANT KGS LDS W/1;OOLANI KGS l8S IICOG 2334 191.91 820 132.31 109 6377 14861 6518 14312 = - - 235 4 \ HCSH 2305 100.11 020 13:.01 109 14397 14703 DIM (-- 1 r- � , HC6J 1214 180.51 820 132.31 109 6527 663 14731 4160 6823 15044 \ t•- `'' 2331 i 0067. 7274 187.51 830 132.31 109 6555 15.334 7004 15146 O 0111)1101. rum LLrCINICAL. TOYER 11111 FOR IE'.RNINAt TOAo bo?-_ Ci t011N71)N DETAIL 111' 50) :`11111 3 -.-1 ItAOIAIO0 FILL -19;,1 10091.1 WATER -."-1'1 O 320 ( 1133 011111 (1)115 112 41 • 144.41 14.111.1 15r�1 L_ 300 TABULATION VON 00110101 000111 6REA9LR AID1)14)1000 SEE API'LICAOIE L IRCUII BRL A9F II 0071.101 ITR AWING 10114E051000 1004 1081001 11005 010 USI FLANGE 203 10 Al 0 D X 139.8 WIII 0 HOLES OHO 14119 EoU TSFACEU TIN •.'.171;.63 15.51 I D _ 240 -- 10.41 61 17.71 P.C.D. I _ t� -.- 111 01 1.-285 111 21 �12Y. N8 NU1.SrERTS FOR AIR CLEANER OPTION DIN 0 HEIGHT 245 -- 1.1.u1 - DUCT FIXING -28' / IIT 21/ --In 9 5 r 16 SLOTS Si At1UARU AIR CLEANER 1867 1141 - OUTPUT 00''- 7 FOR DUCT rl/TNG NEAVI UU1) AIR CLEANER 2419 797.4] = 1 -� -J-I /' �L�-W II�� /_"1:,. L1� 3351_ DIN D _-� . i 1 -J _-.•_ Fi MM �15 / 1� 2060.1 ER1.1, 113.21 '3'. :3'.. 1 1. B .- b I 153: I 1 1 B I4I 1.4 "4.-.' ` 1119 7!. _ 100.41 i' 335 16:1 ))) Qy r 110 II DUCT CENTERS 1 I 113-21 L -- _ -1I , r-1_/,-. _ CRANK 1 115 1 -1 A�- ?�' t --- ---- 1- 733 r la 57 4 1 1 i. 21 0 659.4 i OF 1. /' I( .. I 1211 0 1 I -_Dim ' _ `.I 1 ' 344 - ('1 Il . , _� 1 1 1 r1a• S E 1 3.71 _ ' --1 ail' S � 714.31 0(7 WATER COOLANT 1 ^- 193.8 11 21 I•- 1030 DUCT CENTERS --N 144,21 DUCT ADAPTOR DIMENSIONS I -� DIN A DRAIN tar:, 180TH SIDES, Cor G W X1331 RADIATOR COOLED (50C) ASae-0010 J f.I ANY ILII �y1 C.V. P01161 OM. �r4_I. .• n. DAHI FA KRAnA01 9 :D CENSEI_OUILINE I ° 41 ,s l.r rI '9 IU .IT Pro 1,3 W. x. 1 , .I'r11 1/1(. n'z r' :.", „" .,. �.. .... ';I'ian P1) oD 0330Y552 I 4 I 5 1 ` '.. 3 1 I 1 Drawing Name: A030Y553 Revision: C Pan Name: A030Y552 Revision: C Sheet 1 of 4 Drawing Name: A030Y553 Revision: C Part Name: A030Y552 Revision: C Sheet 2 of 4 m II01NLLR a __ s 4 3 2 I -1 ( J I T. 1,0.71731: ( [Alvn4 v 11 41v 31,Avit 1( I 1 ( I 0 FUEL RETURN 11' 01! NAL( (1A111� 1111`—�= -FULL FILTERS -FUEL UNLET 11 5716-I230-24-37'11(1 -.4L-44.7 ,-- 1 L 5��� �III�� 1 1 ELLCIR1CAL s,, A15 (13.21 •: 141 _J CONNEC110(1 AREA (26.61 ~_ LIN A NOTE: --DIN 8 . U(NEN5IONS SHOWN IN I 1 NRACNE10 ARE 1NCNI:S FUEL !NW NOSE-1650 (551 LONG _ WITH 11 .5 NP1 EYFEA NFL FITTING. D �, LAN '�l� ---- L-'�--Tf '—'- - ' — I — _ ' ~ Tun. RETURN HOSE '088 1791 LONG •-•'' NIIN I'-I1.5 NPI EXTERNAL FITTING. .. - 1 1F-1 I 1543.4 1637 451 1315 154.17 "^—e. -�1..4,\''.'—'s �1v � I \ [611 8- 164.471 1AN ULATION 1151 1 \_ ' I '_ 149 .43 f 917 GCII FHANT. (09 A I DIN B 150-NI \ F1 I ' I 11- SITE 2100 CONTROL(0,423201 CONTROL / \\ ili WI ,66 (d NCIA.N,.1 264 [10,41 1 142 f5 61 I HC61, I63 In dl .tl (I 61 O \%'5V; U.O O O 1.AS �v FCC/ 100 (:NIROL P1.011 CONTROL 10 FILTERS 111 - \-011 -(tiL 018111 \ P 176. 1421 A 2 169 41 \\ --OIL FILL `-OIL CHECK. }�"'� :�-_ --=1111 ( ...1- . - —fi 6 0.1 1261 (Se 1O-_— --.__ Z ..� 1 1_ 343 1 ( 1r - _ �' i 11x1 t[ 116 -1--__'_'_'_ (441 l --_—_ .. pF -_- I _ t 686 ri782.5 A: 1 1271 In' 1p . IWWWg j '",-,,..= �,"i'��t 1' i -- — _,®_ -_ U 1___ fi 7' �y,\ . ,4 a �T� ...4- •-p � L I I I I ., t tI..,, 1 -rt 1 11.1 „,2, [D 5117 177.3 112.3 9 foR ISOLATOR III 111 f 90341TNG 1 1 -.- 425.65 I-- IIu.N1 L ' 1-21;2.9 SCALE 3116 - rl 1835 65 112 31 2w 141 -107.3 A .A. 2941 (0 11161 141 - 2 3785.65 (1491 ��•_ 0500•4050 1 6IANNINI Guam Dom 000rUM. �G .-P0.HA rDI , � •^A. RR DI N-� CEN ET O1(TLINF 11.1, . _ MAN 111 11(81 uv 1W,T , .0 111 ,A ,,.':=11..'�.�..���..,... ,2 Y DOCA PGf1'p ����� J9030(55/ J..,1L 6 s 4 .� 3 1 1 Drawing Name: A030Y553 Revision: C Part Name: A030Y552 Revision: C Sheet 2 of 4 Drawing Name: A030Y553 Revision: C Part Name: A030Y552 Revision: C Sheet 3 of 4 Pr.itt)AINEI )4 13 5 4 3 2 1 1 ' -- 117 - 44..:3731.' f IS 391 .-1 -.- I 1 o Li.]]]- 32 -"- II :El h‘2.1 1 4-014 ' 0 i --. 111.5.1 I : i L 57 241 ++ +± _ C 034335)03 041201 TERMINALS 1403 12 103). ALTCRNATONS/WIN01115 311193 /3 415/LC Oh., NEW) _..) 151 1,1 I r I._44•9 1.1 , 3 44) r— I'215 C : . . F . 4 v . -w-ti H. .---- 1_5 5 C. . I 240 4 ,---I I 41 1 36 2 ))0 1) 121 +A,. 1 L ---------)--- ....„---- 430 II 1—. . ,---tf---1-----1.-. 9 I 0 1 .1--1'----. fi—t I 1 \ —....,_ rorvuzip Iii*,, ..., 1 ....,- infix6,n --,---.. ----, iiVtlff1I21 A HC6 ALTERNATOR CtECIN1CAL (MCC) ION UCTAIL 10111311) 00) NO) EilOWN1 — i 0111190104 OUTPUT 4321414ALS )1,411 0029 ALTIC1/1005514111DIN. ' ' I 2 h. I LUG. NOON A Cum. Pura OP!. '') GEFISET_M14111E 71 ,'4'4:1,,',74. 5.-,..,.... OCT, 11i 9030)55 1T 1 5 4 3 I , 6 I Drawing Name: A030Y553 Revision: C Part Name: A030Y552 Revision: C Sheet 3 of 4 1100E14911101131 6 5 80340.228. --EATURE CODE F201,F204 OPTIONAL FEATURE CODE K074,K102 0068 581110(5 ARI. r.(i 00441110 AND 01111 068.03,31 14L DOORS --CONTROL 870755 100008 + TABULATION MODEL 6[55(0 0R NW SI 41 E8010 5RC WEIGHT 4.6 ILBSI ALUMIN(IM 5)1880 585 14I.I4111T h6 141461 ;4 CG_OIN 'A• CG_Ulu 'B' 70.1114 'C' 0114.0 s 75 [31 170917.91414 1940 1261471 4 :138, .1 10904 (141411 2168 (85.1 :141 (04 0 1:4..7 1491104A 935 0081 1;:9 1401 �► KOH OH 1,464.0080 8781 944 (391 1.8.1C7IICOJ I 2019 244981 11119 1745131 2137 184 1 943 1.3.1.91 991 131.81 87,8. /•4 2280 1170901 11337 (851051 114.. 184.5 10'•1 141.41 1495 1591 1105[ TICS7 II. 4743 1236841 9943 1217.891 2003 (99 9 1050 141.31 09;4 1140841 10024 1:00991 .7264 199.1 5168. 5761' 11667 09)7 1,89 [250841 111115 17309'•1 ?.5(8 I08 3 1449 (41.31 1399 (0.31 1047 148.:1 HCI,8 1 .44E1452;41 1054; 1232491 2177 185.7 141.21 0603 114, (:59841 10845 1239991 :1;N 194.: 719 (59.11 1570 1611 1466 19 1264921 11023 1140071 1186 180.1 913 135.91 1,0110 ((0 NO 97808 ...4 0180161 117u: [249311 41:,1 1851 2387 .1(1081 114.43 1751241 4113 (83 0 III 135.9.1 DENT ,IIIi7 1763 00888,60096 H159 14,,1 7774731 11591 1251851 :1111 703 5 910 145.01 909 11:..01 1598 1171 CCF AC, 01)FAD HIB 1'.111 1179331 (1..17 (:4..788) .8100 IDI 3 911. 139.07 I'7. - 7800 181331 1199. 14..1481 1047 (110.5 951 131.81 1418 159 41 0757 0411 1210941 4571 1211001 111.1 185 i 957 137.71 COP 1A,703P19 11760 120 0543 1132431 9043 121.591 2184 165,9 NC 44 0781 (1.00E81 9871 1711941 72111 (86,r 951 137.41 .. 458610 0 C6 'II 100E 4890)4 011 0701 51EE1 FIICLOSURI. AND '1080487, WET 6E11577 A1D1 I10N OF 011114 7)'AIUHC; MAY 088118,7 (HE 851.81. --CONTROL 870755 100008 L*-----CO_DIM A -1I-106 .3948 1.1135 1) 11;, 41 r-- 1'.0 1;91 1 OH11ON1 \100840 5 3 mot la• 4110 r✓,xu Doves lWu m 417441 wx x([I I r( xrr1 [ 1x111 c 1I''.x[II t alt 1111 '4111 00,1 x(7171' 49 'Ie 10.001.1101. NOTES I 01808700NS SHOWN IN 1 I ARE INCHES. 2. FOUNOA1 ION REFERENCE POIN1 w•>1. SCC 1908041804 50857006 ION 05)4155. ••. 0500,146 . 0 '440E015 (�3 t . 7 0. F ml :131[. 3764 r.. <i3QF „1EF11uLL . it 000'1-' 611 HF 1 O Curers P0IFA Gomm OUTLINE.LNCLOSURE tvll 1, id; 07734L227, 1;441 C D A Drawing Name: A034L227 Revision: C Part Name: A034L226 Revision: C Sheet 1 o13 • 7 15014 ," .. u l -_ _ . x .. \ .I .. _. _- _ . ♦ {' 'N -1]-510 r-UIII\Rl��',rP /•4 09)7 1 I 1 3 I t_ I 3' - 1{ 1074. (41.. 6'3 SI? 7 01 131 'rte ., d p f 120 I 21 L*-----CO_DIM A -1I-106 .3948 1.1135 1) 11;, 41 r-- 1'.0 1;91 1 OH11ON1 \100840 5 3 mot la• 4110 r✓,xu Doves lWu m 417441 wx x([I I r( xrr1 [ 1x111 c 1I''.x[II t alt 1111 '4111 00,1 x(7171' 49 'Ie 10.001.1101. NOTES I 01808700NS SHOWN IN 1 I ARE INCHES. 2. FOUNOA1 ION REFERENCE POIN1 w•>1. SCC 1908041804 50857006 ION 05)4155. ••. 0500,146 . 0 '440E015 (�3 t . 7 0. F ml :131[. 3764 r.. <i3QF „1EF11uLL . it 000'1-' 611 HF 1 O Curers P0IFA Gomm OUTLINE.LNCLOSURE tvll 1, id; 07734L227, 1;441 C D A Drawing Name: A034L227 Revision: C Part Name: A034L226 Revision: C Sheet 1 o13 • Drawing Name: A034L227 Revision: C Part Name: A034L226 Revision: C Sheet 2 063 At natlialtICCRI 6 5 4 1. 3 2 i I I I Ao34L22, 4,. 0769 E--, \--4' r3°?1.3 fC0.1.11125 C 2 4 frNAUST..-00,10 045 1-111AUSt.a.DOCC faxAleal..11A0 A10 a/A.01-01RD C.11 ,7 Car 0 r al2WAr1 OMAR. A! 12mARil 1.191 / OWN :,61/10 / \DUO 9131310 I E Nay Day. a ou fanAUST -.001AD it80 010$ 121* 1 1411 1480.3 (sal Car 0 21 en , A.... 120011 a .150A2t11200103 0 44(08811 E)6110N- \ '-&,_ ,"...---- ' - ,-0001 1101 LOCATION .------...---...*.-TEITAUSE 008011 / DOCA. 8019. DOCC. ETHAT191 OUTLET / // 80188. D0148 11106. 9(81. 8146. DEW DINC. DEO, 110144, 80110. 110141. 0 \r-1%, r- - ,.., 001,111 - . • • K_• / \ . \ . . . • • • • / • . ' . • ! _ . • . .. i E. 1 1 _1 T • • ' ... ' • . ... . (Jh • 1 . . ILA. 1 1491 I I . c - _ L .. _ :!',;°, i I . C /704 T - ITUTI 5814,95 1111 .9,1 1185 58) %R:11'--,7 /--1190TCESS /,/ (10 4) .• . , 1...: . oiNSMOIIMPIMIIMMPIMPIn ii - . ,.. i 1 • - . . • ,,- • / • 611 INLET/ ,,EN(96108 CND 7- / 3 1 / .8 • • Alk 0813E1 RADIATOR END as 1---... , . • r----- -1.---- 9 17 -:----TT- 3034.2 t . • 11501 1 1 8 • - • 9)1115 11(188)1)114481.1 6. 5. I50. 1411 19 dY 18 8-, • • . ID . • 155.11 121 01111140 BE - _ li I N L__900 •-• 154,1 ••• 1,-) 45 1 -.-ari i 71 III _ .13.1 111 A ;13.1 ...1 80. L.I 11,... 2489.4 1181 • A 280 6 , 11021 -.- Te.11 /0418 1515.61 "II*E1E6 E- 0_104E41E0 [mem Pam 0009106 . ,.„ ., ,„.. „ °9_.121-2_,.._!_"•^_ ,.• 4.400(5 c a (4)-E.-73380 -- OURINE.ENCLOSURE 'io ,”, 48. 1,01. .E114 ..7,1=1,3nt. ?4,P37..7707::i. 1 'Prl 00341.2/1 1,":",rf Ii 6 5 4 1 3 2 Drawing Name: A034L227 Revision: C Part Name: A034L226 Revision: C Sheet 2 063 1 2 3 4 5 6 7 8 9 10 G F OPTIONAL FUEL -, — ALARM PANEL E D C B A 333 441 108 ' 5 GAL SPILL BOX TOP VIEW ALL VENTS EXTENDED R108 TURNING VANE 168 i 1O COMPOSITE LAYOUT SCALE •l:m SIDE VIEW EXISTING BRICK WALL CUMMINS DIESEL ENGINE GENSET 600kW-DOCA FACTORY LEVEL I SAE 6811116 81 144 /2 END VIEW Power ENCONEEREISAIANYFACTUREPOELIVERED ADIN0611 WTGlfioN .FID AlosElaas PHONE .rouREE dS9-so71 r.esl F.,2013, ISS.S.32S EASTERN ERASION 6207 AM SNOW 57 ug / CHATTANOOGA N 42 PHONE, 422, 6466626 ax (4123) 20,7539 ww4pw� con Issued For Conceptual The in ormation on this document is intended only as conceptual information. This is not intended as a Submittal tot Construction Purposes. PROPRIETARY NOTICE PT EM 7-25-13 7-25-13 UNLESS OTHERWISE SPECIFIED ALL OIMENSIONS ARE IN INCHES 00 NOT SCALE CITY OF TUKILA Sale - CUMMINS NW Q1307318B COMPOSITE VIEW 1 I 2 3 4 5 6 7 8 9 10 19-02 rco r la 1M1F'F'I . © .. �+ 1 •i SOI<) i r• Is Q' 0 1 o e I O a �I ' 5 GAL SPILL BOX TOP VIEW ALL VENTS EXTENDED R108 TURNING VANE 168 i 1O COMPOSITE LAYOUT SCALE •l:m SIDE VIEW EXISTING BRICK WALL CUMMINS DIESEL ENGINE GENSET 600kW-DOCA FACTORY LEVEL I SAE 6811116 81 144 /2 END VIEW Power ENCONEEREISAIANYFACTUREPOELIVERED ADIN0611 WTGlfioN .FID AlosElaas PHONE .rouREE dS9-so71 r.esl F.,2013, ISS.S.32S EASTERN ERASION 6207 AM SNOW 57 ug / CHATTANOOGA N 42 PHONE, 422, 6466626 ax (4123) 20,7539 ww4pw� con Issued For Conceptual The in ormation on this document is intended only as conceptual information. This is not intended as a Submittal tot Construction Purposes. PROPRIETARY NOTICE PT EM 7-25-13 7-25-13 UNLESS OTHERWISE SPECIFIED ALL OIMENSIONS ARE IN INCHES 00 NOT SCALE CITY OF TUKILA Sale - CUMMINS NW Q1307318B COMPOSITE VIEW 1 I 2 3 4 5 6 7 8 9 10 19-02 rco 6 5 4 '1' 3 I 2 1 I l0 .� 0500.4022 Pro/ENGINEER METRIC DWG 1AU)9011 a rxuouc,lox-nnuSI • iA nH H(NNIA4 014,01 -I l � _...: NEATER AMPERAGE 54015 F— co 33ir© FEATURE CORE 5261585 CODE 24 273 11.121 NOUS TON—, 12 •PRASE SINGLE x556 ONE NEATER H557 OM1. ITLAIER 1 L_ 0 CUSTOMER CONNECT 10115 d _ I �.' :�EASLENING dN-32 IENMINAL SCREWS HEATER VOLTAGE HEATER AMPS 1O1AL 1EMIR 10141. All IS 0 mi; ono OIL? 10.441 IUG MAX 702 18.0 WAITS 3144 AVMS 73.7 1375 ci n-1 I (J nor O 91 4990 4804 �-J 240 20.8 26.15 6420 4990 4»0' D-1 AIL OF HEATER 1 441NAL BOM 480 10.4 3.315 6400 (.4.)I (2>1 1 i Y 04. g H 4, - a II O • n ABO VOLT NNEOION 740 - 20ONE/ 0OEC.I I — 2UMPERS ARE FACTORY INSTALLED t a 141 IN THE 480 VOL1 CONFI(•11RP1 ION FON 240 - 208 VOLT MOVE JUMPERS AS SHOWN! _1 �= ItIIjif' L A i I I L I �. Al�1 1 u 1 co -c+) I f I 25 U 3 E- 2189 AC SCHEMATIC 1{$ III B HEATER POWER ILBMINA1 j B BOM. 5LL 551241 80051 300 s •, m , co n• 0.00t ` m i -, i!�' n_ pperI• H �onI_II an_ga: 22 028 11.121 HOLES EOR— C11G10NCN CONNCCI IONS P 0-/ - .I „n �`" - - F"'-�"• I 1 ,rnv lxAT no, •- • - ..�iit ` �--- Ito ,30 r i �'� - �` 332 dBbkr 3P�; v- - DC SCHEMATIC A A 1 I I I - •I = e ---1-1n I 1 I �1.0 i I. 0r 1 , Cu sits1 POWEn GETEnAnoN \ r� I JIB' m Ira• sua Non 1 u_I.401 �' �..M _ o •, $-� C B_IICNAIA4 04-11-01 �� .1111164160 0,5404 SHIM INfERFACE-OUILINE IHEEAlER' a,,'v)2 Alin» , I .0.0.4. ..2.. ��,...� ..»..,�....4IDOCA,CN•CC PGA 0500.4022 II•Ii'D 6 5 I 4 1 3 I I i e 1 5 L 4 I 3 2 I 1 — . _ .. _ . _ .. . _ — . . . � x, ' Ilu.l4•I19 Ix .. h I •.x.. 111 (CO OF 0[lAl1: n.l �. . Suu .n ..n ul 41 ux Oo-II-OA A-- 21 (400 51 -3.- V 135.11 i I-- LIFTING { J D ti1 ri D 115.551 33-1 1O —_ xUi C. DIMENSION0 SHOWN IN I 1 ARE IN INCITES l 1.51 I 1 -C • - - - - — _ . -' 324.0 J 343 112.171 113.;1 EIICL0SURE ll _ ° MEe-- C0H00N REFERENCE P0IN1 ON GENSET toll' 1 -1.13.-I, POINTS 10 ANCNURINII MOLL 01 SKID SEE GCNSCI.OIIILINE (F03IIIDATION) FOR DETAILS 1.1Ay1000111 ACCOMMODATED CONSULT L 486 IAPLE 7-4, 7-5 < a h�•--- ---- --- - AILD 7-6 FON SMALLER COM/JO% 511[5. - 143 115.50 / I•• Q�aU 83 1 ALL ITEMS 31101111 IN ILLU^_.TRATION ARE 1Oi EFCRENCE 0001, • r 14 -_-- �IELCL7R ICA[ CONDUITS 14001S1 I I (Z� —III s3 J I (1.31 357.5 IIi.1151 . I • PROVIDE FL CYIOLT CONNECT1011 IUSINI. 14311110E CONDUIT AND CA1L1;11. • Li AI" D E - � "� /_ INST AI LCD IN A WAY THAT I; 'WILT AD'.ONE OR REDUCE I VIBRATION CONDII•ON FOR [;(AMPLE. AND OFF—S11 BENDS, c -- 20 DCA "B" 2:r. 01 1.1 - 131 431 -� SEE SHEET 3 INSIDE STUB UP 1-21 jld 8 BE1051N THE NOUN IN .URFACE 01 111. 1INGU17 131+1011111 ENCLOSURE AND THI 510 AREA ORIFINAIINo IN C01110111 ON lhl. TYPE OF VAST 100 NIHO INSIDE STUB or (. 100[(0141 0011 DU 1 MU 11O0 FOA GENERATOR SCI M0VE0EN1 A5 011111 AS iS0 121 III THE VCR ICAO DIRECTION. Note: see sub base)--� I _ z, AREA `1101111 IIA CAII I v. IONDU TIISEI PEASE MA 01551•UV I44 121 [1[006113[ — —1133 , — — fuel tank drawing for more detail OF III[ CLTCAICALILL Illi! CONDUIT AREA 11 0RIG1HAl TNG IN CONGAfIE UR Ot HEN 10P[ of BASE 10000001 RC LAIIVE fp GI Lllll LUTAI ION 19171100 EtICL Oti UIIE fel PPOI UE 111001100 11011C11011. r B 193 2 _J 1[1.531 WINE •CONUIII I CulABINA1•045 MILE NEC AND CCL, Ill USL 0111111 CONISINA1 ON 1111EN 10 APPLICABLE�� - B ODES 10 ENSURE 110 14:111 OCTAL IIY 11311 SPACE .L 111 10 01181 / j' \7\ N�\!\�J`�II:/`_ - - �-1 AND PAI;[ NI EI III RI.OIHIRCM[NI �- �- • I • • I�� IINRPUTTER SHUN THIP UN0i5 CAN BE 011111,11.0 A 1;i 01 ( \ COMONNU 001. NII[ AND W111, ACCEPT MONI.H;ARY OR C0NIiNUOU$ APPLIED VIILIAGE 1r� • I — J•IO . . •'' \ $HIOAl TRIP UNITS 000 B( OPI OC TCD Al III IU IVUS Of NOMINAL VUIIAG1 ANO 'SILO [KEPI MOMENTARY I I I - - I �-. �, 110 CONI IHUUU; APPLIED YOII MIiC %� _ •C • L, •141.11 IutiU I • L'3 • U•��� r-1 All 01115031 OILS ;.MOWN FOR ROOT `COT ENTRY ALSO �0 /y17— 1 i,• — - —' --• ---•---'---'---- _ _Li,. i U • • A A 1 4 ENiIOSBN[ - 121 IL OF e1 HANDLE '-•---------- U [ j 4 ♦ 4 e --- . --- APPLYIO 1[11 0(10 I.IITU/ 111 01RR0R ON 50141 ION. ALTERNATOR MODEL IIC41I`', •. 0 -FRAM.. CIRCUIT BREAKER :'I ARE BEIM; 5110111 FOR IIHAWIN:i 710P.ICI I' 01\'TIB, "HIINT 11,1' HAS 110 ICITLRIIAL COIIIAI:IS, IT MIST E;•I-- 'BC USED IN CONJUNCTION WITH ,311:1111001 CUNTACI:; 10 , ACCEPT CONTIIIII1IIIS AI'I'L'EII 001.1AGC, II CAN O1E0015 _ ' '811.31 1100 A' ---I -.- I) • II LI AT 7':% OF 00011110 VOLTAGE. /1418111 AMP BRE''AACN- A LUG AICEP(IIIG 131 100.300 \l MI I IONDUCIURS IS � - v 1�� ` SEE SHEETtOM3 254 11111 O• "�. �� _ _ AVAILABLE IHII1 ACCE SORICS 110A PART HOMIER 0332-42278 /,\ 1200 ARP BREAK! . R. 4 110 ACCEPTING 131 1/U-oIU I1001 CONDUCTORS 15 AVAILAB11 THOU ACCESSONICS PON PART RIMER 1332 4279. A _p ,.,-,,p l' I. II� _1]�' _ ) 1.1 .� 1. A 1LGKrfl- 1 211 I_ 3 17.871, _ LI li i�� 1 •' I,n.1�.,. I uII,„n.. w.,�.u� Vire A -A --1469.51 -, LI FI I NG C -- 4 ' .., '�{ I. F I T NG C —(_1J `IIII''11"'".; ••a•� 1-1 ANORUS [Vols POMEA G PEAAlpx IH0141C1 Itlll`1 , 115.181 • _• ' 1 000^00EIL LEFT SIDE ENTRY f RIGHT SIDE ENTRY III,I'I”, /I T3 I.NUJBRI U t 1. NE —. ..—..l L . _ _ .. _ .. _ ii l',,III:e' �J „ 'rP0l 113 :Iw.. rl ° 3312 A5.7.":38::!13.-.I“� '�.U1N. �1NIH1(A �:1.CC pltUJUII_4�5,T 11 173 Z. e —_- 5 4 'I' 3 2 I 1 IPr o/ETGINEEP Sheet 1 004 4 B I 5 1 4 I 3 1 2 1 I .chill[': 1 °i . .7co NO onan: 1.. ew n Ill° a. II -Oft 1 '/5\-'26.1 t _r =— fit's 111 01- ��•• 0 R, Illi _iflf (.0 qa ifiLf. TT 0 ;(_1; J _ r- Jj ' VIEW B -B --•- (- C MIC TOP ENTRE . SCALL 1133 533 1211 VIEW C -C BOTTOM ENTRANCE :YALE 3131 c °I'( ma o'd baa, o 3 °, I' l° i s . Oe E. a e I.— loo 1 to i,;:... ° - B °I. TITE 1 L' ;l ti° e .a •—__._ 1152'11 _-. d• J t. o — °— —° —°-� 1 I � i i) A f 1 t A � II. � r,41 11 „31.11-' n RIGHT SIDE BOTTOM ENTRY ROUTING EXAMPLE I,,,7-1 -1'' RIGHT SIDE • AN11N1 �...rr taus Posen can.rQ TOP ENTRY ROUTING EXAMPLE SCALL u" l���. «.. �(��.� L NAVAAAClC ;r'AL1 III .���a :':L-x3vnxen[ C RCN I flflNl2 Op1L NC o127.m, co D U11x1 1 • soil 313?0 ala it- ,,;,1�i.,,, ,. ,'„�„ '2:� ... ...-. HUpCA. CA, CC PGI 5100_4'40 n j7' I 1 1 I IP, o/(NOINLCN 6 5 4 I 3 Sheet 2 a14 0 C 4 TABLE 1 010000 LUGS ACCESSORY SPECIFICATIONS LUG FRAME MAX AMPS WIRE RANGE iOPPER DIM' 11`III. ACCESSORY DESCRIPTION CONTACT RATING INRUSH CONNECTION TYPE 000 40,401 `,0DARE D NIS QOOR t ON 4 POLLf2600 01400 k J54 121 81 24 VDC SHUNT' TRIP. -- 14A ,40:, COMPRESSION TERMINALS 020-16 ANG OR SMALLER TORQU. 10 LB -IM C�1OUkkC _ 11 V D N j,004A W :SP S1 R1 iN IP iNii i 00010 I .`/0-050 NCN I( L.1 81 'S4 - 24 VOD AUNT TRIP - --- A T'1 COMPNE'110N TERMINALS 420-16 AWL OR SMALLER TORQUE' IO CO ON EA, FORM C I ALRCONTAC1 4 1,00 I TRIP ALARM 6A AT 240 VAC, 64' AT 480 VAC, 3A AT VAC. 2.5A AT 48 VDC, 0.8A Al 1254010 3A AT 253 400 -- I 04t` :MARE U W/N1 Ro1061C 3.1 TRIP UNIT 6004 t -POLL 000 '00 *5*00 (II{s ';0-500 M1CMI L L?9951 35b 24 VDC ;HUNT TRIP - -- - 20000A '] Q0 COMPRESSION TERMINALS FOR I OR 2 416 14 AWB 0OROUE. 10 LR -ON I EA FORM C AUX 'O416(1 2 TRIP ALARM 64 Al 240 VAC, 6A AT 430 VAC 34 40 600 VAC. 2.34 AT 48 400, 0 54 A7 1.500(, 0 A AT 250 VDC --- OMPRESSION TERMINALS FOR 1 OR 2 400-1R AWG, 04000. 10 1.0 IN ()/ SQUARE D I;0U 1/008 i-F(NE! 24 VDi -HUNT TRIP - L00VA;1 t COMPRESSION TERMINAL'' FOR I CR 2 418-04 AWG. TOR JOE. IE Lb -IN S�� — W 00 tTRAl T TRIP . 11X1( 1 �I_hl LA NTA C I Alir 00 404 T i TRIP ALARM VA AT 240 VAC, 6A AT 480 VAC. to Al 000 VAC, 0 -A Al dN VhD 0 dA AT 125 V(1C, U AAT 150 YD.( ---- COMPRESSION OR 2N TERMINAL FOR I OR T 418-I6 AWG. TONGUE IG LB -IN . 11, j - ]UA li 2500/20001600 1600-..100 111L BAR. M/M tC601061E F 2500/200000600 W (8000044€ 7.0 :1600 1500 -- HREAKEX;. IOROUE 95 !N E 0 0- P008 AMP SIANEAND 3.0 THIP UNIT � pEMd HOLE PATTERN 490 1111 24 VIA. SHUNT TR 1 44,0\ OMPRESSION TERMINALS FOR I OR 2 418 04 AWG. 7040011' IO LH -IN I EA. FORM C 4 AUX CONTACT t I. TRIP ALARM 6R Al 240 VAC. 6A AT 480 VAC, 3A AT 6011 VAC, 2. SA AT 48 VDC, 0.8A AT 025VD0, 0.38 AT 250 VD( ---- COMPRES100N TERMINALS FOR I OR 2.018 -IG 446 10ROUE. IO LB -1N 440,4,t0 AMP LEI, 14c Nml 02-600 KCMIL f19� 24 MISS SHUNT IOIF - NOVA�'1`j 2 COMPRESSION TERMINALS FON OR 2 418-14 AN6. 106000: 10 LU -IN I LA FORM C 4 AUX CONTACT • 1R0P ALARM 6A AT 240 VAC. 64 AT 486 VAC, 3A AT 600 VAC, 2 SA AT 48 VDC, 0 8 AT 125601,.0 34 AT ISO 0IK --- COMPRESSION TERMINALS EON 1 OR L 418-16 AW6 TORQUE- 10 LB -IN 4 2 TABLE 2 TYPICAL CONDUIT AND WIRE SIZE BASED ON NEC 2008, ARTICLE 310.15 AT 75C TEMPERATURE RATED CONDUCTOR AT 30C AMBIENT AND ANNEX C ILIOU1D TIGHT FLEXIBLE METAL CONDUIT -. LFMO3 8J MAX BRKR AMPS WIRE 'COPPER, CABLE AMPACITY Ellaallillin Mrailliall TOTAL NUMBER 9F CONDUITS OTY SIZ0 ® SIZE 01N INCHES, 0500 6 000 40,401 4 2000 ® 000 NCM IL 4 1600 U Daft 600 Km' IlliMMIIIII4 0616340 1200 500 K( It 385 3 3 1000 ., 400 NCM IL 335 3 8000 100 NCM IL 203 2 3 630 2 350 NCM IL 301 3 600 350 NCM IL 310 ; 400 L'S0 0 000 KG IL `50 TO IL 420 255 0 1' 4 2 0/.` 000 Q e NCNIL 115 1 2 TYPICAL CONDUIT ANTI WIRE 000 BASED ON NEC 2006 ARTICLE 310 T5 AND ABLE 110-i6 AT 7SI! TEMPERATURE RATED CONNECTOR. AT 400 AMB1EN AND ANNEX .+ f+ IOUIL 10061 FLEXIBLE METAL CONDUIT - LEXN MAX BRNR AMPS WIRE 000PPERI CABLE AME'ACITY TOTAL NUMBER OF CONDUITS LEY SIZE O1Y SIZE ttN INCHES) :500 0 750 "MIL 418 6 4 2000 5 700 MCMIL 405 5 4 1600 4 700 MCMIL 405 4 4 1000 0 500 KCMIL 334 5 5 002 800 i 350 KCMIL 213. 3 3. TABLE 3 6ENSET MODEL. ALTERNATOR MODEL 004 "A' DIN 'B' 109.7 14,321 431. I11.01 00E8 C634G U HC634N 109.1 14.32} 431.9 017.01 DOC" U 606340 109 7 I4. 321 431-9 [11 01 U Daft H K.7 1 33006 0616340 1.343 1 013.031 �'n`�ew i iiih." En r.Nl pa 1.0 014 I w t. »M.wt.uw N. I. EANOBUE 4 ,1 "^ L-NAVARREIL 4*401-21-oe Cwea Yu4e1 �0e40Mi CIRCUIT BRKR OUTLINE t 010, tA,CC PG0 `p FO0_4540 [Pro/ENGINEER, Shad 3 014 td `t •' 100% rated breaker assemblies application guide and option kits Alternator Frame Sizes 6 and 7 > Specification sheet Our energy working for you.TM Power Generation Description 100% rated breaker assemblies may also be used with engines QSK23, VTA28, QST30, KTA50, QSK50, QSK60 or frame breakers NSJ/R/P. They are UL Listed, CSA certified, IEC rated, 3 -pole, molded case generator output circuit breakers with an adjustable electronic solid state trip unit mounted in a NEMA 1 enclosure on the right or left side of the generator (right and left sides are determined when viewing the generator set from the generator/control end). The circuit breaker assembly is UL Listed at 100% of the frame rating for continuous duty up to 600 VAC and is suitable for use as service equipment. IEC rating is to 415 VAC. Specs/vendor manuals R -Solid State. LI Sensor Micrologic 3.0 Type F (84%-100%) Adjusting Plug. 0612CT0101R0709 Trip Unit -Section 2, R - Frame -Section 5, Trip Curves -Section 11. (Optional Type A (40%-100%) Adjusting Plug Square D Part Number is S48818). P -Solid State. LI Sensor Micrologic 3.0 Type F (84%-100%) (800Amp)/Type E (60%-100%) (1200Amp) Adjusting Plug 0612CT0101R0709 Trip Unit -Section 2, P -Frame -Section 4, Trip Curves -Section 11. (Optional Type A (40%-100%) Adjusting Plug Square D Part Number is 548818). N -Solid State. LI Sensor STR23SP (40%-100%) 0615CT9901R4-03 Trip Unit -Section 4, Ratings -Section 3. Circuit Breaker Kits 1600/2000/2500 ampere frame. Long time pickup, long time delay and instantaneous pickup are adjustable. UL/CSA interrupting ratings are 125 kA at 240 VAC, 100 kA at 480 VAC and 50 kA at 600 VAC. Load cables are connected to the circuit breaker with NEMA 1-3/4" compression or optional mechanical lugs (lugs supplied separately). A ground bar with lugs is provided. 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 1 of 6 DFHA/B/C/D(P7) DFLB/C/E (P7) DQFAA/B/C/D DQGAA/B(P7) DFGB/E(HC6) (HC6/P7) DQKAA/B(P7) Feature Description DFHA/B/C/D(HC6) DQCA/B/C (HC6) DQKB/C/D/H(P7) KP82 Circuit breaker kit -100% rated -R frame 2500 A - right mounted 0179-3489-12 0179-3534-12 0179-3534-12 KP83 Circuit breaker kit -100% rated -R frame 2500 A — left mounted 0179-3489-11 0179-3534-18 0179-3534-11 KP84 Circuit breaker kit -100% rated -R frame 2000 A — right mounted 0179-3489-10 0179-3534-10 0179-3534-10 KP85 Circuit breaker kit -100% rated -R frame 2000 A — left mounted 0179-3489-09 0179-3534-17 0179-3534-09 KP86 Circuit breaker kit -100% rated -R frame 1600 A - right mounted 0179-3489-08 0179-3534-08 0179-3534-08 KP87 Circuit breaker kit -100% rated -R frame 1600 A — left mounted 0179-3489-07 0179-3534-16 0179-3534-07 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 1 of 6 rr 115o Circuit Breaker Kits (cont) 1200 ampere frame. Long time pickup, long time delay and instantaneous pickup are adjustable. UL/CSA interrupting ratings are 100 kA @ 240 VAC, 65 kA @ 480 VAC and 25 kA @ 600 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to four 500 KCMIL conductors per phase (bus bars are not available on this model circuit breaker). Feature Description DFGB/E(HC6) DQFAA/B/C/D (HC6/P7) DQCA/B/C (HC6) DFHAIB/C/D(P7) DFLB/C/E(P7) DQGAA/B(P7) DQKAA/B(P7) DQKB/C/D/H(P7) DFHA/B/C/D(HC6) KP88 Circuit breaker kit -100% rated -P frame 1200 A — right mounted 0179-3488-08 0179-3533-08 0179-3533-08 SCP89, Circuit breaker kit -100% rated -P frame 1200 A — left mounted 0179-3488-07 0179-3533-12 0179-3533-07 800 ampere frame. Long time pickup, long time delay and instantaneous pickup are adjustable. UL/CSA interrupting ratings are 100 kA @ 240 VAC, 65 kA @ 480 VAC and 25 kA @ 600 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to three 500 KCMIL conductors per phase (busbars are not available on this model circuit breaker). Feature Description DFGB/E(HC6) DFHA/B/C/D(HC6) DQFAA/B/C/D (HC6/P7) DQCA/B/C (HC6) DFHA/B/C/D(P7) DFLB/C/E(P7) DQGAA/B(P7) DQKAA/B(P7) DQKB/C/D/H(P7) KP90 Circuit breaker kit -100% rated -P frame 800 A — right mounted 0179-3488-06 0179-3533-06 0179-3533-06 KP91 Circuit breaker kit -100% rated -P frame 800 A — left mounted 0179-3488-05 0179-3533-11 0179-3533-05 600 ampere frame. Long time pickup, long time delay and short time are adjustable. UL/CSA interrupting ratings are 65 kA @ 240 VAC, 35 kA @ 480 VAC and 18 kA @ 600 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to two 500 KCMIL conductors per phase (busbars are not available on this model circuit breaker). Feature Description DFGB/E(HC6) DFHA/B/C/D(HC6) DQFAA/B/C/D (HC6/P7) DQCA/B/C (HC6) DFHA/B/C/D(P7) DFLB/C/E(P7) DQGAA/B(P7) DQKAA/B(P7) DQKB/C/D/H(P7) KP92 Circuit breaker kit -100% rated-NSJ 600 A — right mounted 0179-3487-04 0179-3532-04 0179-3532-04 KP93 Circuit breaker kit -100% rated-NSJ 600 A — left mounted 0179-3487-03 0179-3532-06 0179-3532-03 Entrance Box Installation KP94/KP95/KP96/KP97 are not available as a kit. Components of the part number listed must be ordered from the Memphis Parts Distribution Center. A right- or left-hand side mounted entrance box is provided for space for cable connections. Our energy working for you.TM www.cumminspower.com 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 2 of 6 Power Generation DFLB/C/E(P7) DFGB/E(HC6) DQFAA/B/C/D DQGAA/B(P7) DFHA/B/C/D (HC6/P7) DQKAA/B(P7) Feature Description (HC6/P7) DQCA/B/C (1106) DQKB/C/D/H(P7) KP94 Entrance box installation right mounted (bottom entrance) 0179-3517-01 0179-3549-01 0179-3549-01 KP95 Entrance box installation left mounted (bottom entrance) NA 0179-3549-01 0179-3549-01 KP96 Entrance box installation right mounted (top or bottom entrance) 0179-3517-02 0179-3549-02 0179-3549-02 KP97 Entrance box installation left mounted (top or bottom entrance) NA 0179-3549-02 0179-3549-02 Our energy working for you.TM www.cumminspower.com 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 2 of 6 Power Generation Circuit Breaker Accessories This option package will include a factory installed 24 VDC shunt trip, one aux contact and one trip alarm contact for the circuit breaker selected on the right or left side. Feature Description NSJ frame breaker qty R/P frame breaker qty Part number KP98 KP99 Circuit breaker accy-24 VDC shunt trip 1 NA 0320-1981-03 Circuit breaker accy-1 single pole double throw switch 2 NA 0320-1981-01 KP98 KP99 Circuit breaker accy-24 VDC shunt trip NA 1 0320-2196-02 Circuit breaker accy-1 single pole double throw switch NA 2 0320-2196-01 Circuit Breaker Lugs This circuit breaker lug option will add two mechanical lugs per phase to the load side of the R frame,1600-2500 A circuit breakers plus neutral (total of eight lugs). Each lug is capable of handling up to three, 600 KCMIL wires. These components can be mounted on either the right (KR02) or left (KR01) side of the generator set control. All of the components listed below are needed for feature KR01/KR02. They are not available as a kit and must be ordered through the Memphis Parts Distribution Center. Feature Description Qty Part number KR01 KR02 Solderless cable lug 8 0332-3949 Hex head cap screw (3/8"-16 x 2") 16 0800-0054 Spring washer (3/8") 16 0851-0022 Hex nut (3/8") 16 0862-0003 These circuit breaker lug kits will provide lugs that are capable of handling up to 600 kcmil wire size. They are designed to replace the factory provided lugs on the P frame, 800 & 1200amp circuit breakers. These lugs can be mounted on either the right or left side of the generator set control. Feature Description Part number NA Lug kits for 800 Amp P -Frame Breakers — UUCSA — 2 Holes 3/0 to 600KCMIL ( Incl 3 Lugs and Hardware) 0332-4278 Lug kits for 1200 Amp P -Frame Breakers — UL/CSA — 3 Holes 350 to 600KCMIL (Inc! 3 Lugs and Hardware) 0332-4279 Circuit Breaker Outline Drawings Engine Model Generator Set Model Outline Drawing VTA28 DFGB, DFGE 0500-4539 QST30 DFHA, DFHB, DFHC, DFHD 0500-4538 KTA50 DFLC, DFLE 0500-4537 QSK23 DQCA, DQCB, DQCC 0500-4540 QSK30e DQFAA, DQFAB, DQFAC, DQFAD, DQFAE 0500-4538 QSK50 DQGAA, DQGAB 0500-4537 QSK60e DQKAA, DQKAB 0500-4536 QSK60 DQKB, DQKC, DQKD, DQKH 0500-4536 Ground Fault Kits Feature Description Part Number H666 Ground fault kit - PCC 2100/3100 3 -pole NSDTS 0179-3509-04 Ground fault kit - PCC 3200/PCC 3201 3 -pole NSDTS 0179-3509-08 14667 11668 Ground fault kit - PCC 2100/3100 4 -pole SDTS 0179-3509-03 Ground fault kit - PCC 3200/PCC 3201 4 -pole SDTS 0179-3509-07 Our energy working for you.T"' www.cumminspower.com 02010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 3 of 6 Power Generation Feature Code and Descriptions (cont) KP88-2 = A UL listed, CSA certified, IEC rated 1200 Ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid-state trip unit (720 to 1200 amp range) is mounted in a NEMA 1 enclosure on the right side of the generator when viewed from the generator end. The circuit breaker assembly is UL listed at 100% of the frame rating for continuous duty and is suitable for use as service equipment. Long time pickup, long time delay and instantaneous pickup are adjustable. UUCSA (60 Hz) interrupting ratings are 100kA @ 240VAC, 65kA @ 480VAC, and 25kA @ 600VAC. IEC (50/60 Hz) interrupting ratings are 65kA Icu / 35kA Ics @ 240 VAC, 50kA Icu / 25kA ICS @ 380/415 VAC. Load cables are connected to the circuit breaker with lugs capable of holdino ,.r to four Con krwl rnnr6 iNnrc rer Ono KP89-2 = A UL listed, CSA certified, IEC rated 1200 ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid-state trip unit (720 to 1200 amp range) is mounted in a NEMA 1 enclosure on the left side of the generator when viewed from the generator end. The circuit breaker assembly is UL listed at 100% of the frame rating for continuous duty and is suitable for use as service equipment. Long time pickup, long time delay and instantaneous pickup are adjustable. UUCSA (60 Hz) interrupting ratings are 100kA @ 240VAC, 65kA @ 480VAC, and 25kA @ 600VAC. IEC (50/60 Hz) interrupting ratings are 65kA Icu / 35kA Ics @ 240VAC, 50kA Icu / 25 kA Ics @ 380/415 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to four 500 KCMIL conductors per phase. KP90-2 = A UL listed, CSA certified, IEC rated 800 Ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid-state trip unit (672 to 800 amp range) is mounted in a NEMA 1 enclosure on the right side of the generator when viewed from the generator end. The circuit breaker is UL listed at 100% of the frame rating for continuous duty and is suitable for use as service equipment. Long time pickup, long time delay and instantaneous pickup are adjustable. UUCSA (60 Hz) interrupting ratings are 100kA @ 240VAC, 65kA @ 480VAC, and 25kA @ 600VAC. IEC (50/60 Hz) interrupting rating are 65kA lcu / 35kA Ics @ 240 VAC, 50kA Icu / 25kA Ics @ 380/415 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to three 500 KCMIL conductors per phase KP91-2 = A UL listed, CSA certified, IEC rated 800 Ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid state trip unit (672 to 800 amp range) is mounted in a NEMA 1 enclosure on the left side of the generator when viewed from the generator end. The circuit breaker assembly is UL Listed at 100% of the frame rating for continuous duty and is suitable for use as service equipment. Long time pickup, long time delay and instantaneous pickup are adjustable. UUCSA (60 Hz) interrupting ratings are 100kA @ 240VAC, 65kA @ 480VAC, and 25kA @ 600VAC. IEC (50/60 Hz) interrupting rating are 65kA Icu / 35kA Ics @ 240VAC, 50kA Icu / 25kA Ics @ 380/415 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to three 500 KCMIL conductors per phase. KP92-2 = A UL listed, CSA certified, IEC rated 600 Ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid-state trip unit (240 - 600 amp range) is mounted in a NEMA 1 enclosure on the right side of the generator when viewed from the generator end. The circuit breaker is UL listed at 100% of the frame rating for continuous duty up to 600VAC and is suitable for use as service equipment. IEC rating is to 690VAC. Long time pickup, long time delay and short time are adjustable. UL interrupting ratings are 65kA @ 240VAC, 35kA @ 480VAC, and 18kA @ 600VAC. IEC interrupting rating are 85kA Icu and Ics @ 220/240 VAC, 45kA lcu and Ics @ 380/415 VAC, 42kA Icu and Ics @ 440 VAC, 10kA lcu and Ics @ 690 VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to two 350 KCMIL conductors per phase. KP93-2 = A UL listed, CSA certified, IEC rated 600 Ampere frame, 3 pole, molded case generator output circuit breaker with an adjustable, electronic, solid-state trip unit (240 - 600 amp range) is mounted in a NEMA 1 enclosure on the left side of the generator when viewed from the generator end. The circuit breaker is UL listed at 100% of the frame rating for continuous duty up to 600VAC and is suitable for use as service equipment. The IEC rating is to 690VAC. Long time pickup, long time delay and short time are adjustable. UL interrupting ratings are 65kA @ 240VAC, 35kA @ 480VAC, and 18kA @ 600VAC. IEC interrupting rating are 85kA lcu and Ics @ 220/240 VAC, 45kA Icu and Ics @ 380/415 VAC, 42kA Icu and Ics @ 440VAC, 10kA lcu and Ics @ 690VAC. Load cables are connected to the circuit breaker with lugs capable of holding up to two 350 KCMIL conductors per phase. KP94-2 = The unit is equipped with a bottom-entry only, entrance box to provide for space for cable connections. The box is mounted on the right side of the genset as viewed from the generator end. KP95-2 = The unit is equipped with a bottom-entry only, entrance box to provide for space for cable connections. The box is mounted on the left side of the genset as viewed from the generator end. KP96-2 = The unit is equipped with a top or bottom entry, entrance box to provide for space for cable connections. The box is mounted on the right side of the genset as viewed from the generator end. KP97-2 = The unit is equipped with a top or bottom entry, entrance box to provide for space for cable connections. The box is mounted on the left side of the genset as viewed from the generator end. KP98-2 = The unit is equipped with a 24VDC shunt trip, one aux contact and one trip alarm contact. These accessories are mounted on the right side of the genset as viewed from the' generator end. KP99-2 = The unit is equipped with a 24VDC shunt trip, one aux contact and one trip alarm contact. These accessories are mounted on the left side of the genset as viewed from the generator end. KR01-2 = The unit is equipped with two mechanical lugs per phase plus neutral (eight lugs total) and mounting hardware for the load side of an R-frame circuit breaker. Each lug is capable of handling up to three 600 KCMIL wires. The lugs and hardware are shipped loose in the circuit breaker box mounted on the left side of the genset as viewed from the generator end. KR02-2 = The unit is equipped with two mechanical lugs per phase plus neutral (eight lugs total) and mounting hardware for the load side of an R-frame circuit breaker. Each lug is capable of handling up to three 600 KCMIL wires. The lugs and hardware are shipped loose in the circuit breaker box mounted on the right side of the genset as viewed from the generator end. AC -129g (1/10) Page 5 of 6 Americas 1400 73rd Avenue N.E. Minneapolis, MN 55432 USA Phone: 763 574 5000 Fax: 763 574 5298 Europe, CIS, Middle East and Africa Manston Park Columbus Ave. Manston Ramsgate Kent CT 12 5BF United Kingdom Phone 44 1843 255000 Fax 44 1843 255902 Our energy working for YOU.TM www.cumminspower.com ©2010 Cummins Power Generation Inc. All rights reserved. Cummins Power Generation and Cummins are registered trademarks of Cummins Inc. "Our energy working for you." is a trademark of Cummins Power Generation. Specifications are subject to change without notice. AC -129g (1/10) Page 6 of 6 Asia Pacific 10 Toh Guan Road #07-01 TT International Tradepark Singapore 608838 Phone 65 6417 2388 Fax 65 6417 2399 Power Generation 6 I 4 I 3 I 7 2 5 1 1 , 06 30_2875 1111 Pro/ENGINEER 1 METRIC DWG 1 rr.o4'.1;s6r 1.13EL S1011 3 ' :i 4 7: P1.0117:II 0 3711`. I 1:1 11 1 I i 1 El— DC POWER P/.) EllGINL 1111. 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Proms I owe c.®O.. O®cs�'® �r✓r ®® .moi■1r�� �i®ws Eli IIEI E �. ...�.,.� o ENERAT�R/BUS CONNECT GENERATOR ION kELa',- INDIN"fr !f I REt(NtNfCT. T Awl OCIA C T� NI ,� . 4 5C PciiH BbaF PD, i eI r z tr, =; ASML a CT i t 4, iF Mt. SPO fA[&MP6- ftFtb ,. b rASTfM GB ClPrAr P&t10 CONIY{C{FOY NNEAY{P #EPYrINat1 !. f�ItO- A 022, DOCA.I B.CG GENSET WIRING J31�[sow= rY,( own], i nes Pam OVANiW C l f bJAGRAM FOR FCL2 100 CONTROL 01 MT 01MT USW( USW( Ps-zSu �..�ar.. P5-.PPP N•.AVIS 011e 05 -Alf snc<Pec WD INTERCONNECTION •w: ,'6'�.""?r' OOEACBfC PGA Ob30.2815 ANCHORAGE CALCULATIONS 8.167' x 29.75' Genset and Fuel Tank MVE #130646 **DESIGN OF GENSET, TANK, AND FOUNDATION ARE. BY OTHERS** FILE COPY Permit No. CITY OF TUKWILA 5910 South 180th Street, Tukwila, Washington Manufacturer: IBI POWER 20394 Pinto Lane Caldwell, Idaho 83607 Designed by: MOUNTAIN -VIEW - — ENGINEERING, INC. 343 North Main BriOhans City Utah 84302 Phone (439) 714-9700 Fax (435) 734-9819 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION IBI #44471 RECEIVED CITY OF TUKWILA NOV 12 2013 PERMIT CENTER OCT 0 9 2013 EXPIRES DEC 10 2014 pages l kA 19-702f) g MOUNTAIN VIEW ENGINEERING, INC. 346 North Main Brigham City Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 Job: Subject: MVE #130646 IBI POWER CITY OF TUKWILA Description: 8.167' x 29.75' Genset and Fuel Tank Location: 5910 South 180th Street, Tukwila, Washington DESIGN CRITERIA rage: z Date: 10/09/13 By: CRH Code: 2012 International Building Code (ASCE 7-10) A. Tank Dry Weight (per !BO Genset Weight (per 180 B. Roof Live Load C. Roof Snow Load Data Ground Snow Load Flat -roof Snow Load Importance Factor Exposure Factor Thermal Factor D. Wind Design Data Ultimate Design Wind Speed Nominal Design Wind Speed Risk Category Exposure Internal Pressure Coefficient Component & Cladding E. Earthquake Design Data Risk Category Importance Factor IE Mapped Spectral Parameters SE = -: '1 442 Si 0:$05 Site Class PG PF Is CE CT VULT VASE, = 9000 lbs = 14000. lbs .30 psf • psf .25. • . psf = 1.0 _ "1.0 = 1.0 2 110 mph = 85 . mph = II _ +0.18 See ASCE 7-10 Chapter 30 = 11 = �1.0 Design Spectral Parameters SOS SDI _ : 0.961 2 0.536_ Seismic Design Category = - : D SCOPE OF WORK Mountain View Engineering, Inc. has been contracted by IBI Power to perform structural caclulations of the anchorage of the generator enclosure and tank to a concrete pad for the for the referenced project. Certification will be limited to the anchorage design only and will not Include certification of any other component. The design of the generator, enclosure, tank, and foundation pad/footing shall be by others. All construction shall be according to the requirements of the International Building Code and the local building department. The engineer shall be notified of any unusual conditions encountered during construction. No changes may be made without written authorization. ANCHORAGE INFORMATION 1) ATTACH GENERATOR ENCLOSURE AND TANK USING (18) 3/4" DIAMETER SIMPSON STRONG BOLT 2 EXPANSION ANCHORS, EMBEDDED 41/8" MINIMUM INTO FOUNDATION. ANCHORS SHALL BE SPACED AT APPROXIMATELY 48" O.C. EACH SIDE. PROVIDE WASHERS AS REQUIRED. 2) ANCHORS SHALL HAVE A MINIMUM EDGE DISTANCE OF 8" AND A MINIMUM FOUNDATION THICKNESS OF 8". MATERIAL DESIGN STANDARDS AND STRENGTH Simpson Strong Bolt 2 Concrete strength of 2500 psi is assumed for design. MOUNTAIN VIEW Job: ENGINEERING, INC. Subject: 345 North Main Brigham City Utah 84302 Phone (435) 734-9700 Fax (435) 734-9599 MVE #130646 IBI POWER CITY OF TUKWILA Code: 2012 International Building Code (ASCE 7-10) ANCHORAGE ANALYSIS OF ENCLOSURE, GENERATOR, AND TANK DESIGN CRITERIA Genset Weight = Tank Weight = Fuel Capacity = Fuel Weight = Roof Snow Load = Roof Live Load = Wind Speed = Exposure = Seismic Design Category = SDs = 0.961 SDI = Site Class = importance Factor = Building Low Eave Height = Roof Pitch = 0.5' /12 = Mean Roof Height = Building High Eave Height = Tank Height = Overall Height = Building Width = Building Length =_ 14000 lbs 9000 lbs -2018 gal 7.15 lbs/gal 25 psf 30 psf 110 mph C D 0.536 D ft 0.04 ft/ft 10.00 ft 10.00 ft 2.08 . ft 12.083 ft 816:7: ft 29.75ft WIND LOADS Page: Date: 10/09/13 By: CRH WIND (ASCE 28.6) A = 1:21 2a = qs (horizontal, interior zone, wall) _ qs (horizontal, end zone, wall) = Weighted Wall Pressure = 5.95 ft 12:7 psf 19.2. . psf 26.8 psf WIND COMPONENT FORCES Worst Case qs (horizontal, wall) = -29A , psf Worst Case Component Pressure = -35.2 psf WIND UPLIFT Worst Case qs (uplift, MWFRS) = 23:1'' psf Design Uplift Pressure = -28.0 psf LONGITUDINAL FORCE (ULT) = 2647 lbs TRANSVERSE FORCE (ULT) = 9643 lbs OTM = Resulting +/- Axial Load per Support = Design Uplift Pressure = Resulting +/- Axial .Load per Support = SEISMIC LOADS 87 0.72 -28.0 -0.46 kft kips psf kips Seismic loads on the generator and tank will be larger than seismic loads on the enclosure structure, so the design procedure to determine seismic loads will be used to determine overall seismic reactions (conservative). SEISMIC (ASCE 13.3-1) ap = 1.0 0.4 ap Sos Wp Fp (Rp / Ip) h = 12.08 ft Genset Wt. = Tank Wt. = OR Per IBI, COG Overall (Empty) = For Full Tank, COG Overall = Rp= 1.5 (1 +2 ) (ULT) 1= 1 14000 lbs COG = • .4:95 ft 9000 lbs. COG = '1.04 ft 41:44 : In 30.28 in. "Note: Tank is assumed to be full for anchorage calculations (conservative). Number of Anchors = 9 per side z (Genset) = 2.08. z (Tank & Fuel) = 0.00 Tota! Fp = 10829 lbs Fp (max.) = 1.6 Sds I Wp = Fp (min.) = 0.3 Sds 1 Wp = OTM (Genset) = OTM (Tank & Fuel) = Total OTM = ft Fp = 0.345 Wp ft Fp = 0.256 Wp (Longitudinal/Transverse) 57550 lbs OK 10791 lbs OK 23.9 kft 6.3 kft 30.2 kft CONTROLS OTM for Overall COG = 24.2 kft OTM for Fp (min.) = 27.2 kft Resulting +/- Axial Load per Anchor = 0.51 kips MOUNTAIN VIEW Job: ENGINEERING, INC. Subject: 345 North Main Brigham City Utah 84302 Phone (435) 734-9700 Fax (435) 734-9519 rage: y. MVE #130646 IBI POWER Date: 10/09/13 CITY OF TUKWILA Code: 2012 International Building Code (ASCE 7-10) ANCHORAGE ANALYSIS OF ENCLOSURE, GENERATOR, AND TANK ANCHORAGE OF TANK TO PAD By: CRH Number of Anchors = 9 Max. Spacing = Max. Tributary Area Per Anchor = = 6.7% of Area per Anchor per side = 18 ft 16.334 sq.ft. Redundancy Factor (p) _ 13 Additional Safety Factor = ..10 Overturning Check OTM = 21.1 Dead Load Factor Per ASCE 712.4.2.3 = 0.6 - 0.14Sds = 0.465 RM = (0.6-0.14Sds)D * h = Tensile Load to Anchors = kft ASD 44.0 kft 2.8 klps total Negative tensile load indicates uplift. There is no net uplift therefore them is no tension on the anchors due to OTM. AXIAL LOADS (unfactored, per anchor) Dead Load = 1.5 Roof Live Load = 0.5 Roof Snow Load = 0.4 Wind Load = 1.2 Seismic Load = 0.7 kips kips kips kips (+/-) kips (+/-) SHEAR LOADS (unfactored, per anchor) Wind Load = 0.6 kips (any direction) Seismic Load = 0.9 klps (any direction) 4/1.1.0 4,4 % i �,l DL (cem s-r,--va{1.(w) MOUNTAIN VIEW ENGINEERING, INC. 345 North Main Brigham City Utah 84302 Phone (435) 734-9700 Fax (436) 734-9519 Job: Subject: LRFD LOAD COMBINATIONS MVE #130646 IBI POWER CITY OF TUKWILA �y aOKsc-t(wft(w} Axial P ki • , Shear (V. kips) Moment (M, kip*ft) Dead Load (D) 0.0� 0.0 0.0 Roof Live Load (Lr) ' .5 0.0 0.0 Floor Live Load (L) 0.0 0.0 0.0 Snow Load (S) 0.4 0.0 0.0 Wind Load (W) -1.2 0.6 0.0 Seismic Load (E, ult) -0.7 0.9 0.0 Rain Load (R) 0.0 0.0 0.0 ASCE 7-10 LOAD COMBINATIONS (LRFD) 1. 1.4D 2. 1.2D + 1.6L + 0.5(Lr or S or R) 3. 1.2D + 1.6(Lr or S or R) + (L or 0.5W) 4. 1.2D + 1.0W + L + 0.5(Lr or S or R) 5. 1.2D + 1.0E + L + 0.2S 6. 0.9D + 1.0W 7. 0.9D + 1.0E P (kips) V (kips) M (kip*ft) 1. 0.00 0.00 0.00 2. 0.25 0.00 0.00 3. 0.78 0.32 0.00 4. -0.93 0.65 0.00 5. -0.58 Cn q5 0.00 6.�8� 0.65 0.00 7. -0.67 0.95 0.00 rage: v Date: 10/09/13 By: CRH Anchor Calculations Anchor Selector (Version 4.12.0.0) Job Name : 130812 Calculation Summery - ACI 318 Appendix D For Cracked Concrete oar ACI 318-08 Anchor Date/Time : 10/9/2013 10:12:08 AM Anchor Steel Code Report I of Anchors Embedment Depth (in) Category 3/4" Strong -Bok 2 Carbon Steel ICC -ES ESR -3037 1 4.125 1 Concrete "-...._/--- �. Cracked ?Os')�y�Qt- v Normalweight Yes 2500.0 1.00 Condition B tension end shear Thickness (In) Suppl. Edge Reinforcement 8 No Anchor Layout Dimensions ex1 (in) (In) bid (in) bd (In) by1 (In) 2 (In) n 8 8 8 8 1.5 1.5 1.5 1.5 Factored Loads Nva (ib) Vuex (ib) Vue, (la) Mux Obit) M. pb'ft) 1180 950 0 0 0 ex(In) even) Mod/high seismic Apply entire shear (i front row 0 0 No No ndlvldual Anchor Tension Loads N ue1 (lb) 1180.00 e'NX(in) e'Ny(in) 0.00 0.00 Individual Anchor Shear Loads V ua1 (Ib) 950.00 e'vx(In) e'Vy(n) 0.00 0.00 Tension Strengths Steel (m=0.75) N5,(1b) mNeap) Nua(lb) Nva /43N„, 29700 22275.00 1180.00 0.0530 Concrete Breakout (Om 0.65 ) No(lb) «Nep(Ib) NUeOb) Nua /mNt 5270.23 3425.85 1180.00 0.3445 Pullout (m = 0.85) ' Npn(lb) •Npn(ib) NuJib) Nua 4pn 5271.00 3428.15 1180.00 0.3444 about:blank 10/9/2013 Side -Face Blowout does not apply Shear Strengths Steel (0 = 0.65 ) V,8(Ib) 0V8, (Ib) Vua(Ib) Vua /`pVae 14480 9412.00 950.00 0.1009 Concrete Breakout (case 1) (0 = 0.70 ) Vd,X(ib) 0Vd,„(Ib) Vuax(1b) Vuax /0VVbx 5043.58 3530.51 950.00 0.2891 V„by(1b) FOV (lb) Vb) Vuay /0V 1, Vua /0V„„ 5043.58 3530.61 0.00 0.0000 0.2891 Concrete Breakout (case 2) does not apply to single anchor layout Concrete Breakout (case 3) (0 = 0.70 ) crt edge Vcby(lb) •V„by(lb) Vuay(Ib) Vusy /0V y 10087.17 7061.02 0.00 0.0000 co edge VeDX(ib) 0Vejj(ib) Vuax(Ib) Vim l0VVbx 10087.17 7061.02 950.00 0.1345 cx2 edge VVby(1b) GVVy(lb) Vuay(lb) Vua, /GV,by 10087.17 7081.02 0.00 0.0000 sl edge VthX(lb) 0Vc,X(Ib) Vuu(Ib) Vuax ADV„, VW /CIVcb 10087.17 7081.02 950.00 0.1345 0.1345 Pryout (0 - 0.70. ) V ,(Ib) GVq,(Ib) Vcax(Ib) Vua„ /0Vq 10540.48 7378.32 950 0.1288 V�(Ib) •V p(Ib) Vuay(ib) Vuay /0Vq, Vua ADVq, 10540.46 7378.32 0 0.0000 0.1288 Interaction check T.Max(0.34) + V.Max(0.27) = 0.61 <=1.2 (Sec 0.7.3] Interaction check: PASS Use 3/4" diameter Carbon Steel Strong -Bolt 2 anchors) with 4.126 In. embedment about:blank 10/9/2013 1 a\ 9 LIR 71 IR LI n 11 a f $' 9117 r • t IOW Id N iF 1 1 7I n m 1 1 1 11 1 • Y 1 1.1 i Ca 0 Peth are 1 Is OCKRPTIOlt At a a 0 Gki; 1 1 L] 1 i 8 ilk.. f $' 9117 r • t IOW Id N iF 1 1 7I n m 1 1 1 11 1 • Y 1 1.1 i Ca 0 Peth are 1 Is OCKRPTIOlt At a a 0 a 0 1 1 2 t 3 l 4 l 5 I € 1 7 I a _I 1 1 10 IFIPI Power G 3Il4 I noe tm• n�x awa/•�aaaaa aw�l1> �i1wal no 7m Na tiff is ird. 1 r - • .10 .V C CUMMINS rF • 0ENCLOSURE FACTORY LEVEL I SAE WEN3lfT: 14.000 Its. – -_- 1 .• i TANK WEIGHT: 0.000 bs FUEL WEIGHT: /4250 as. , x/119 TOTAL WEIGHT: 41 250 lbs. -----`_J. Il • . / 1 \ J • o 0 a �_FySTINCI SITE ADDRESS ORCIMILLL TUKVMLA0a RM '� avrow�wa� ••••soar -cos Top VIEW ALAI iii 160LS.s1s : solo s tesal TUXWK/L WA 08100 r 0 ` SOi1L4I41a0a ALL VIM oav101a L1 a 1 II Issued For Construction TM t+llaaallion aa.4{ 4manat I. altstle to aq Is aWtsielsbc fllal mUbactIoO traasa C MUMPS MY -COO I i ,I! •INa .. ♦ _ ,a ' r �1 a=_=_io PROPRIETARY NOTICE - .. - a - .. - — t MB , ♦ • . ■aur -- _ ly�s •. M ,. Iwo rl/la 1ra Waft1a - MARIaq M.i.-- 6ir UWawaoar-e0/ I---- --'—. - nma a i''- • win PT DH a7.25-13 7.25.13 _. 1 'a • - as a�laa HNOM At/ Oa •O70/i 0 NOT 4L.l a ---- •f Cm OF TUKW1LA —_ -• .a�l.� al/, Ulna -COG • . _ - � _• ---r---e--- r---r--r--t--r- --r . la -- -- —�I CUMMINS NW MOM {Oa^- r r� I-45 01307318B A 10alalalia 1X74:0 -COO ENO VIEW— 4471 COMPOSITE VIEW Ieaalla>Fa �41DE VIEW O [�IrIpOSITELAYOUT *M1 • 1 I I �I�E- NIoiB'1 AAvE An Engineering Services Company www.paceengrs.com JOB NO. JOB NAME SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE x%51 3i ' c Yrevn B`T Cir c' l'OCAM q $ �� s; k € ienc c WA' Jtm,beavn e 1 I An Engineering Services Company 5000 Meadows Road • Suite 345 Lake Oswego, OR 97035 Phone: 503.597.3222 • Fax 503.597.7655 REM QD DEC LBUOLDO 9RI i ..IJLPL AMC rD WD) danAb .0 DOM i I1 JOB NO. I1 , JOB NAME Cr SHEET NO. CALCULATED BY CHECKED BY YfeauSt ® Doti f 4 445- tit) l. '" rlri OF DATE 41/141I.5 DATE /3 Ailiil ..i. iCiI iIi ►.(..!I _.. i s ff. { i. rICbnJ.! .1 ...�__.. ...1 1_..` I �. .1 i i i I I i i i I � I I RiiCEd.VEt 1- i ►: . CITY OF a ! I PERNII r CENTER kM-O2D1. An Engineering Services Company December 2, 2013 Mr. Scott Moore Public Works City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 .- a. ,Engineers I Planners l Surveyors Subject: Storm Lift Station No. 15 Improvements - Special Inspections Dear Scott: The following special inspections need to be performed on the subject project: 1. Inspection of the soil upgrade 2. Inspection of the rebar fabrication 3. Inspection of the concrete placement 4. Inspection of the anchor bolt placement REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION In lieu of hiring a Special Inspector, PACE recommends that these items be inspected by City staff as part of the Foundation and Framing Permits. In particular we would recommend the following items: 1. As part of the Foundation Permit, City inspectors shall review the subgrade below the proposed generator slab. Any wet or soft spots in the subgrade should be removed and backfilled with CSTC. In addition City Inspectors shall inspect thelacement of the 12 -inch CSTC bedding material as shown in the contract documents ✓EtIM Le CATlow ANO S TTne.K.r, 2. As part of the Foundation Permit, City inspectors shall inspect the fabrication of the rebar cage for the slab as shown in the contract documents. 3. As part of the Foundation Permit, City inspectors shall inspect the fabrication of the rebar cage for the footings as shown in the revised field change SK -2. 4. As part of the Foundation Permit, City inspectors shall inspect placement of the concrete including receipt of documentation on the material strength of the concrete from the supplier as shown in the contract documents. 5 As part of the Framing Permit, City inspectors shall inspect the installation of anchor bolts, stirrups and other fasteners as shown in the contract documents. All items should be documented with photographs. If you have any questions or need any additional clarification, please feel free me at 425.827.2014. Sincerely, PACE ENGINEERS John Mc pine, P.E. Project Manager RECEIVED CITY OF TUKWILA DEC 022013 PERMIT CENTER CORRECTION OW PACE Engineers, Inc. 11255 Kirkland Way I Suite 300 I Kirkland, WA 98033 p 425.827.2014 I f 425.827.5043 1111 O2OZ 5/1/2014 City of Tukwila Department of Community Development ANDREW EVANS 14831 223 ST SE SNOHOMISH, WA 98296 RE: Permit No. M13-0208 STORM LIFT STATION #15 5910 S 180 ST Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 6/8/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 6/8/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J¢nnif r Marshall P mit Technician File No: Ml3-0208 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development November 27, 2013 ANDREW EVANS 14831 223 ST SE SNOHOMISH, WA 98296 RE: Correction Letter # 1 MECHANICAL Permit Application Number M13-0208 STORM LIFT STATION #15 - 5910 S 180 ST Dear ANDREW EVANS, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. 1. Specify on the plans quality control inspections required for the strong bolts as specified in ESR -3037. Include other special inspections if required or indicate special inspection not required i.e. concrete and steel. 2. Specify inspections procedures required for the soils preparation and compaction for the concrete pad. 3. The plan set provided indicates other construction which is confusing in determining which part is related to this mechanical permit. Provide clarification with notes on the plan set, indicating this permit is only for the generator pad and installation of the generator. Provide the building permit number on the plan for the lift station #15. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, Jennifer Marsha Permit Technician File No. M13-0208 „so 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Scott Moore From: Sent: To: Cc: Subject: It is correct! Bob Benedicto Wednesday, July 03, 2013 5:55 PM Ryan Larson Bill Rambo; Scott Moore RE: Pump Station #15 - Permits �,�,.... r'' FILE COPY From: Ryan Larson Sent: Wednesday, July 03, 2013 3:25 PM To: Bob Benedicto Cc: Bill Rambo; Scott Moore Subject: Pump Station #15 - Permits Bob, This email is to confirm our conversation today and document for the project file which permit listed below the City will be required to obtain for the subject project. Building Permit: Tukwila Public Works will not be required to obtain a building permit for the CMU block wall generator surround that is being constructed within an easement adjacent to the S. 180th street right-of-way. The City will inspect this aspect of the project using our project inspectors similar to a typical public works project within right-of-way. Mechanical Permit: Is required prior to installation of the generator and pad. (Note: per contract, the contractor is required to obtain the mechanical permit.) Electrical Permit: An electrical permit is required prior to electrical work on this contract. (Note: per contract, the contractor is required to obtain the electrical permit.) Please let me know if any of this information is incorrect. Thanks, Ryan Larson, P.E. Senior Engineer 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 (206)-431-2456 (work) (206) 571-1668 (cell) Ryan.Larson @iTukwila WA.gov REVIEWED CODE COMPLIANCE APPROVED DEC 0 4 2013 City of Tukwila BUILDING DIVISION The City of opportunity, the community of choice. 1 RECEIVED CITY OF TUKWILA DEC 022013 PERMIT CENTER CORRECTION LTO# kM 2,- 02a3 •PERMIT COORDC OPYell PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0208 DATE: 12/02/13 PROJECT NAME: STORM LIFT STATION #15 SITE ADDRESS: 5910 S 180 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: uilding Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12/03/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route 111 REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required ri APPROVALS OR CORRECTIONS: DUE DATE: 12/31/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: HERMIT COORD COPY r PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-0208 DATE: 11/12/13 PROJECT NAME: STORM LIFT STATION #15 SITE ADDRESS: 5910 S 180 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: int,A 60), Building Division Public Works SMC iinst3 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/14/13 Complete Vim, Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route k REVIEWER'S INITIALS: DATE: Structural Review Required I No further Review Required n APPROVALS OR CORRECTIONS: DUE DATE: 12/12/13 Approved n Approved with Conditions ❑ Not Approved (attach comments) K. Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: I 'ii 1 Departments issued corrections: Bldg Fire 0 Ping ❑ PW 0 Staff Initials: i City of Tukwila REVISION` SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J J x-013 Plan Check/Permit Number: M13-0208 ❑ 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: Storm Lift Station #15 Project Address: 5910 S 180 St Contact Person: C r car t0 IO.115 I Sibif mooPhone Number: .2O(0 -51I "C0303 Summary ,fofRevision: ���( /+ r� � dit rs o SpXc J 3ak4)"�'r�lm �O r C�� (l -2v 4 �0� 1�.zo.r 1 1 C0. l fea-vh 6)1 on rest tk m:4 J g neo ,-+o r 1)1 4'45 C &Ilt"3 Ogled C b t •ed}'c‘o Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent -r by: 16 Entered in Permits Plus on C:\Users\jennifer-m\Desktop\Revision Submittal Form.doc Revised: May 2011 GARY HARPER CONSTRUCTIO.0 0 Washington State Department of Labor & Industries I Page 1 of 2 GARY HARPER CONSTRUCTION INC Owner or tradesperson HARPER, GARY A Principals HARPER, GARY A Doing business as GARY HARPER CONSTRUCTION INC WA UBI No. 601 606 620 14831 223RD ST SE SNOHOMISH, WA98296-3989 360-863-1955 SNOHOMISH, County Business type Corporation Governing persons GARYALLENHARPER License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. GARYHCI055LF Effective — expiration 06/06/1995 — 06/01/2015 Bond DEVELOPERS STY & INDEMNITY CO Bond account no. 334944C Received by L&I 04/29/2008 Insurance James River Ins Co Policy no. 00043157 Received by L&I 04/29/2013 Savings No savings accounts during the previous 6 year period. Active. Meets current requirements. $12,000.00 Effective date 06/01/2008 $1,000,000.00 Effective date 05/01/2010 Expiration date 05/01/2014 httns://secure.lni.wa.gov/verifv/Detail.asox?UBI=601606620&amp;LIC=GARYHCI055LF&amp;S... 12/10/2013