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UNITED STATES POSTAL SERVICE y Postage aid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box • RECEIVE® CITY OF RENTON Utility Systems Division, 5th FloorErrySYSTEMs Public Works Department CITY OF RENTON 1055 South Grady Way Renton, WA 98057 ... I'l"ll... Pf,)0 Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. Print your name and address on the reverse so that we can return the card to you. Attach this card to the back of the mailpiece, or on the front if space permits. Article Addressed to: liiiiiiiiiiiiiiiiiiiiilillifillI Ms. Katy Mitrofanova Advanced Construction, Inc 4640 Campus PI., Suite 150 Mukilteo, WA 98275 B. Date of Delivery C. Signat / - X � 31 //%�(,/J � ❑ Agent ([�/ / � ((� ❑Addressee D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from service label) 7COC ! L `zD rZIn.:Z 0�3-L 4 '7 PI / PS Form 3811, July 1999 Domestic Return Receipt 102595.00-M-0952 Certified Mail Provides: ■ A mailing receipt ■ A unique identifier for your mailpiece ■ A signature upon delivery ■ A record of delivery kept by the Postal Service for two years Important Reminders: ■ Certified Mail may ONLY'be combined with First -Class Mail or Priority Mail. ■ Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. ■ For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811il to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS postmark on your Certified Mail receipt is required. ■ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery" ■ If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Form 3800, May 2000 (Reverse) 102595-99-M-2087 a P!,"{e a9 Ln Certified Fee 0 Return Receipt Fee ul (Endorsement Required) O O Restricted Delivery Fee E3 (Endorsement Required) �i 5�4� i otn Postmark Here O Total Postage & Fees Sent To _q Ms. Katy Mitrofanova O Street, Apt. No.: or, Advanced Construction, Inc ----- 0 4640 Campus PI., Suite 150 o c;ry ware, z;P.a Mukilteo, WA 98275 r� �nnn See Reverse for Instructions PUBLIC WORKS DEPARTMENT city of M E M O R A N D U M DATE: January 6, 2011 TO: Bonnie Walton FROM: John Hobson i� /', . SUBJECT: CAG-10-142 Construction Bond Verification At 1:45 pm today, I spoke with Theresa Lamb who is an attorney -in -fact for First National Insurance Company. She confirmed that they issued Bond No. 695301497 in the amount of $101,835.00 for Advanced Construction, Inc. for the Westview Lift Station Upgrades project. h:\file sys\wwp - wastewater\wwp-27-3536 westview lift station upgrades\bid info\westview Is bond verification.doc PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT Y Renton City Hall 1055 South Grady Way, Renton, WA 98055 ® UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425-430.7241 ❑ TRANSPORTATION SYSTEMS DIVISION 425.430.7321 Fax: 425-430-7376 To: I. 4x",el DATE: —Ake,, E' Zcl I JOB No. RE: 4-1bQ,O CAtnAUG P► sip: �t,IY,r 1�l� :�F%��� LI���C S I" U 1-G I I -r F 0 WE ARE SENDING YOU ❑ ATTACHED ❑ SHOP DRAWING ❑ PRINTS ❑ COPY OF LETTER ❑ MESSAGE: These are transmitted as checked below: ❑ FOR SIGNATURE APPROVAL ❑ ❑ FOR YOUR USE ❑ ❑ AS REQUESTED ❑ ❑ FOR REVIEW AND COMMENT ❑ Copies to: ❑ Under Separate Cover via the following items: ❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION RETURNED FOR CORRECTIONS ❑ RETURN CORRECTED PRINTS ❑ PRINTS RETURNED AFTER LOAN TO US From: IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE. PBPW5001 09/99 bh y ADVANCED CONSTRUCTION INC q�}QchM�n� At( Project List Year Name of Project I Project Owner Contact Name Phone Number Contract Amount 2010 Glacier Peak HS Greenhouse Snohomish School District #201 Bill Scaput- Architect 425-828-8948 $430,000.00 PUD Operations Center- Site 2010 Revisions 58894 Snohomish County PUD District No. 1 Jim Billett- PUD P ' t Lead 425783 8573 $190,000.00 Henry M. Jackson Hydroelectric Project- 2010 Vehicle Storage Facility RFP 1174 Snohomish County PLO District No. 1 Sue Pike- Project Lead 426-783-8171 $92,248.00 2010 South Mercer Playfhelds Building 2010 Remodel XP905C City of Mercer Island. Joan Weiser- Project Manager 206-275-78W $247,000.00 2010 Maintenance Facility 20084036 Mukilteo School District No. 6 _ Darek Olsen- Project Designer 425-259-3161 $365.000.00 2010 Fed Ex Sort Facility Remodel 10-023 Port of Skagit County Bob Nord- Port Representative 360.757-0011 $402.000.00 2010 Marten Creek Bridge No. 562 RC1345 Snohomish County Dept. of Public Works Ingrid Eerie- Project Engineer 425-754.9182 $1,796,678.00 2010 McCarver Park - Zinnia Linnik Playground Metropolitan Park District of Tacoma Doug Fraser- Construction Manager 253 30.51019 $459,000.00 2010 Morton Historical Train Depot Morton Historic Train Depot Restoration Clark McAbee- Prgect Manager _ 360-496-0070 $94,663.20 2009 Ride Store Roof Repair #88-09 Lynnwood Transit Center Rick Rickman - Community Transit 425-438-6114 $2,299.50 2009 Dr. Jose Rizal Bridge PW- 2009-072 City of Seattle - Department of Transportation Roger E. Horton, PE - Senior P.M. 360-357-8289 $387,650.00 425-263-8171 $2.600.00 2009 ADA Ramp Installation City of Mukiteo 11930 Cyrus Way 1 Marc A. LarsonSuperintendent Work Order Glass/Glazing 2009 Replacement Contract Ci00476C09 King County Finance & Business Operations Mike Erickson 206-903-7754 $500,000.00 Queen Anne Community Center 2009 Voluntary Seismic Upgrades of Seattle Parks & Recreation Ga Gibbons Seattle Parks 206-423-3372 $393,000.00 _-_City PUD Operations Center- 2009 South Storage Yard Snohomish County PUD District No. 1 Jim Billett- PUD Project Lead 425-783-8573 $408.915.50 Tacoma Lines 2009 Repair Project RTArrS 78-09 Sound Transit Julian Franco 206-398-5000 $64.400.00 Fairhaven Station- Windows, Gutter & 2009 � Flooring Replacement Port of Bellingham Adam Fulton, PE 360-676-2500 $120,000.00 2009 Mariner Fire Station #11 Snohomish County Fire District #1 Craig Sheets 206�•441-8872 $495,444.00 r rs vanra tate Park -Kitchen Shelter &i 2009 Comfort Station Project # SW-1715 Washington State Parks & Recreation Commission Rob Kirkwood 360-959-4822 $65,000.00 SE Lurid Ave.- Blackjack Creek Kftsap County Dept. of Public Works 2009 Bridge Repairs (CRP 2546) 614 Division Street MS26 Port Orchard 98366 Jerry Jensen 360-337-5777 $224,765.00 Wells Hydraulic Project (P.0.1 Douglas County PUD 1 2009 WD- 6510) 28905 US Highway 97 Pateros, WA. 98846-8617 Todd Vibbert 509-923-2226 $7,400.00 2009 li UW Tower Parking W45 & W46 Seismic Improvements (202012) University of Washington 317 University Wy N.E. Seattle, 98195 Philip Smart 206 618 7995 $852,380.00 2008 Mill Creek On -Call reeree City of Mill Creek -15728 Main St., Mill Creek 9W12 Scott Smith - City of Mill Creek 425-921-5739 OPEN Catwalk/Access Platform �1 iThe Pinnace Consulting Group, Inc T 2008 Distribution Center - WSLCB as h On a ngineenng Manual Babyan ReidMiddleton-Engineer Ron Cowan- Asst Superintendent perocker@reidmiddleton.com Lowell Elementary Scoot Seismic 1306 Dupont Street 728-134th Street SW, Suite 200 2008 Improvements. (08-LE-177) Bellingham WA 98225 Everett WA 98204 425-741-3800 $2,698,000.00 Fort Casey State Park- Battery Worth Restoration Phase 11 2008 (Contract No. NW-C3010A) Washington State Parks & Recreation Commission Rob Harrison 360-755-5262 $603,788.00 Centennial Station Court Yard 2008 Improvements Project 0803 Intercity Transit 526 Pattison SE, Olympia, WA 98501 Mariy Hemmann 360-705-5833 $28,000.00 Chelan County Courthouse- Board of Commissioners, Chelan County Pat Du Lac, Architect Beaman - 2008 Level 4 Window Rehabilitation 400 Douglas Street, Suite #201 Wenatchee, WA 98W1 Architecture LTD_ 509.236.3300 509-667-6233 $250,000.00 Glu Lam Beam Replacement at Ralph Yingling 2008 Park Place Middle School Monroe School District 200 East Fremont Street 38_0-806-_2670 $2_2,000.00 Whatcom Museum of History & Art - SHK Architects/David Strauss 2008 Window Restoration Project Phase 11 City of Bellingham Pat Dowling 1050 North 38th St Seattle, WA 360-778-8940 $195,120.00 2008 May Creek —Bridge #572- Replacement Snohomish County Purchasing Daro l Ash, Project Manager_ 425,388.3488 x4272 $1,238,000.00 Bellingham ER-0011 Bridge Rehabilitation- 2008 Crack Seal City of Bellingham Freeman Anthony, PE 360.778.7900 $108,513.00 2008 South Marina Restroom Repair Port of Everett Poli Luis, Jr., PE 425.259.6134 $75,477.00 2008 Yurt Village - River Meadows Park Snohomish County Purchasing _ Sharon Swan- Sno. County Parks 425 388 8616 $im.000.00 'Rooftop 2008 Steel & Welding Fabrication- Robert J Drewel Admin. Bldg. East Snohomish County Purchasing Tim Wise, PIM 425-388-3314 $12,900.00 2008 i Okanogan Reservoir Rehabilitation_ of Wenatchee Steve King, P.E. 509-664-3360 $455,670.52 ___City Heatherwood MS -Covered Hal Beumel, 2008 Walkway Reroofing _ City of Mill Creek Architect -Dale Kla_ppenbach 425-385- 4191 $128,000.00 008 2 Monroe Decant Building of Monroe Gene Brazel, P.M. 360.683-45W $215,000.00 $37.940.00 _City 2008 Joe Martin Ornamental Fence City of Bellingham T. Gobo, P.E. 360-676.6985 x215 2008 _ . Redmond Pump Station _ _Gina City of Redmond Zana Baker 425.556-2184 $919W.00 Tulalip Amphitheater — — - 2008 (Contract No. 5057DW) Service Electric Company, Inc. Miles Standish 360-568-6966 $35.000.00 2007 Concrete Float Surface Repairs 2007 Port of Everett Poti Luis, Jr., P.E., PMP 425-259-3164 $91.701.84 2007 Boat Launch Improvements Washington State Parks & Recreation Commission Rich Brown- WA State Parks _ _ 360-755-5262 $215.000.00 2007 Blue Bridge #538 Snohomish County Purchasing Todd Nielsen _ Rob Kirkwood 425-3884MM 360-956.4822 $469.534.00 2007 Willepa Hills Trail Safety Washington State Parks & Recreation Commission $295,000.00 2007 Shotcrete Application Phase 5 City of Everett Chris Chesson 425-2574MM $153,000.00 2007 Cicero Railroad Bridge Rehabiliation (Project No. 07-M143) Snohomish County Parks & Recreation Snohomish County Public Works Gary Menne 425-388-3488 $427,325.00 2007 Deception Pass (Project No. 07-DP-146) Washington State Parks & Recreation Commission Rob Harrison 360-755-5262 $710,000.00 King County Courthouse 2007 (Project No. 07-KC-144) King Cnty Capital Planning & Development Facilities Stephen Swinbume 206-296-0624 $1,536,000.00 enny Creek Culven Replacement 2007 (Project No. 07-PC-171) Pilchu c k Park Tennis Court (Project The City of Mill Creek Scott Smith 425-921-5708 $1,266,8W.00 2007 No. 07-PP-145) City of Snohomish Mike Johnson 360-563-2633 $38,010.00 Preston Bridge Crack Repair 2007 (ProjectNo. 07-PR-142) Wilder Construction Co. Rich Henderson 425-551-3100 $6,000.00 Bothell 102nd Ave Bridge Repair 2006 2006 (Project No. 06-133) 1 City of Bothell Cana Beach State Park (Project No. 06-CB- 136) Washington State Parks and Recreation Commission Steve Miller Rickh Brown- WA State Parks. 425.486-7050 360-755-5262 $1,889,694.00 $5.231,756.00 -� ADVANCED CONSTRUCTION INC Project List Year Name of Project I Project Owner Contact Name Phone Number Contract Amount 2006 Merril Creek Pavement Repair (Project No. 06-134) Community Transit Roger Kee 425-348-7119 $1,102,600.00 2006 Padilla Bay Department of Ecology Chris Johnston 206-323-9901 1 $666,997.00 2006 Rainbow Falls State Park (Project No. 06-RF-139) Washington State Dept of Parks and Recreation Brian Yearout 360-956-4827 $259,300.00 2006 Snohomish Boys and Girls Club (Project No. 06-132) Boys and Girls Club of Snohomish County Jerry Tighe 425-355-2773 $83,622.00 2006 Spenser Island (Project No. 06 SI-135) WashingtonState Department of Fish and Wildlife I John Hanson 360-902-8386 $135,705.00 2006 Spencer Island Dyke (Project No. 06-DU-138) Ducks Unlimited John Oxford 360-885-2011 $230,000.00 2006 WH Golf Cart Path Improvements (Project No. 06-WH-137) City of Everett Parks and Recreation Russel Dance 425-257-7335 $847,100.00 2005 Clinton Beach Park Construction Port of South Whidbey Ed Fields 360-331-5494 $618,075.00 2005 Everett Council Chamber of Commence City of Everett Chris Laark 425-257-8800 $4,600.00 2005 City of Everett HR Carpet Replacement & Painting City of Everett Scott Pattison 425-257-8800 $33,700.00 2005 Everett Tree Removal City of Everett I Roy Hams 1425-257-8800 $12,200.00 2005 Fort Worden Stale Park Bldg 225 Egress Windows & Porch Repairs Washington State Parks & Recreation Commission Kathi Halpin 360-956-4832 $395,000.00 2005 Kent Reservoirs Seismic Strengthening and Painting (City of Kent Pete Tenerelli 253-856-5543 $331,300.00 2005 Lake Goodwin Community Park Construction Snohomish County Dept. of Parks & Recreation Pat Kenyon 425-388-6600 $1,771,880.00 2005 Lake Goodwin/Demolition Snohomish County Dept. of Parks & Recreation I Pat Kenyon 1 425-388-6600 $70,525.00 2005 Post Point Structural Repairs City of Bellingham Larry Bateman 1 360-778-7900 $8,656.00 2005 Snohomish Riverfront Trail Pedestrian Bridge City of Snohomish Ann Caley 360-568-3115 $824,970.00 2005 out 188th Street Landscape Project Port of Seattle, Seattle -Tacoma Int'I Airport Steve Okamura 206-431-4980 $777,700.00 2005 Tillow Outdoor Pool Repair Metro Parks of Tacoma Curtis Hancok 1 253-305-1052 $82,500.00 2005 Walrus Holding Facility Renovations Metropolitan District of Tacoma I Stan Chapin 1 253-404-3802 $322,410.00 2004 Belingham Firestation Station 1 Paint Project Whatcom County Fire District 8 Rhonda Young/Shawn Ward 360-733-6612 $7,790.00 2004 Everett Bath and Locker City of Everett Mike Shepard 425-257-8800 1 $43,100.00 1004--1 Guermes Ferry/Anacortes Parking Lot s_Steve I Skagit County Public Works Department Flude 360-336-9400 $593,160.00 2004 Guermes Ferry/Anacortes Parking Lot Demolition Project Steve Flude 360-336-9400 $56,000.00 2004 Kiwanis Park Improvement Project City of Renton Jon Nainga 425-430-6602 $134,638.00 2004 Market House Corned Beef Remodel Rainier Properties Steve Burke 206285-5598 $62,430.00 2004 Mossyrock/State Street Representative: Greg & Osborne Inc Blake Olofson 1 360-740-1123 $516,935.00 2004 Perry Creek Tributary Fish Passage South Puget Sound - City of Bothell Lance Wemneca I360-412-0808 1 $114,050.00 2004 Smith House Improvements at Olmstead Place State Park Washington State Dept of Parks and Recreation Mark Gillespie 509-663-9601 $71,100.00 2004 Steam Plant Seismic Upgrade, Phase 1 Washington Soldiers Home Washington State Dept of General Administration Bob Dixon 360-902-7265 $380,100.00 2004 Tumwaler High School Stadium Grandstad Improvements Tumwaler School District Bob Kuel 360-709-7008 $594,315.00 2004 Westlake Avenue/Seventh Street Sidewalk Improvements City of Morton Jim Bricel 509-453-4833 $142,200.00 2004 WPC F Shotcrete Preparation and installation Phase 3 City of Everett Public Works Peter Berger 425-257-8220 $213,400.00 2004 City of Everett Shotcrete I City of Everett Mike Shepard 425-257-8800 $231,100.00 2003 Maintenance Shop and Residence Painting Project I East Columbia Basin Irrigation District Tim Fought 509-488-9971 $6,100.00 2003 Lakewood Road Shop Frontage Improvements I Pierce County Public Works Andy Greatwood 253-798-6427 $63,253.00 2003 Logan Avenue Bridge Seismic Retrofit City of Renton Jason Fritzier 425-430-7243 $109,125.00 2003 Point Defiance Zoo and Aquarium Puffin Exhibit Improvements Metropolitan District of Tacoma Stan Chapin 253-404-3660 $35,000.00 2003 1 Moms Street Storm Water Vault Repair Skagit County Public Works Department Janice Marie a 1360-336-9400 $90,000.00 LIEN CLAIMS. IF YOU HAVE NOT RECEIVED IT, ASK THEM FOR IT. Cadman, Inc. Credit Department CIO Lien Department / 8505 Freeport Pkwy Irving, TX 75063 File No: 35975 [WA][PRIVATE][OWNER] Customer: OMEGA CONTRACTORS INC Notice Requested by and Return To: Project: 7825005-10/5111 -1151 MONTERY AVE NE, JOB#1570 Cadman, Inc., Credit Department C/O Lien Department / 8505 Freeport Pkwy Rec. ID: BW12EHBS Irving, TX 75063 [Job No: 7825005/1151MONT] Cert. No.: 7190 1017 5840 0077 5925 PRELIMINARY NOTICE TO OWNER (PRIVATE PROJECT) Return Receipt Requested IMPORTANT: READ ALL PAGES OF THIS NOTICE CAREFULLY, PROTECT YOURSELF FROM PAYING TWICE Date: October 13, 2011 1. The following is a general description of the labor, service, equipment TO: OWNER OR REPUTED OWNER or materials furnished or to be furnished by the undersigned. City of Renton Cement, Ready -Mix, Aggregate, Block & Related Building Products 3555 NE 2ND STREET 2. Estimated Price: $0.00 Renton, WA 98056 3. The name of the person who furnished that labor, service, equipment TO: ORIGINAL CONTRACTOR OR REPUTED or materials is: CONTRACTOR Cadman, Inc. SAME AS CUSTOMER Credit Department CIO Lien Department / 8505 Freeport Pkwy Irving, TX 75063 4. The name of the person who contracted for purchase of that labor, service, equipment or material is: n�r+p nnr,rnn nr r�r.n u,in P. 0. BOX 430 y y v v v GORDON T. WAGSTER DUVALL, WA 98019 5. The description of the jobsite is: 7825005-10/5/11 -1151 MONTERY AVE NE, JOB#1570 LH JOB#7825005-10011263, WESTVIEW LIFT STATION 1151 MONTERY AVE NE RENTON, WA 98056 County of KING, APN: 932012-0070 NOTICE TO PROPERTY OWNER TO: City of Renton, 3555 NE 2ND STREET, Renton, WA 98056 FROM: Cadman, Inc., Credit Department, CIO Lien Department / 8505 Freeport Pkwy, Irving, TX 75063, Phone: (425) 867-1234, Fax: (425) 861-9282 RE: 7825005 - 10/5/11 - 1151 MONTERY AVE NE, JOB#1570, LH JOB#7825005-10011263, WESTVIEW LIFT STATION, 1151 MONTERY AVE NE, RENTON, WA 98056 in the County of KING, APN; 932012-0070 AT THE REQUEST OF: OMEGA CONTRACTORS INC, P. 0. BOX 430, GORDON T. WAGSTER, DUVALL, WA 98019 THIS IS NOT A LIEN: This notice is sent to tell you who is providing professional services, materials or equipment for the improvement of your property and to advise you of the rights of these persons and your responsibilities. Note that laborers on your project may claim a lien without sending you a notice. OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY Under Washington law, those who furnish labor, professional services, materials or equipment for repair, remodel or alteration of your owner -occupied principal residence and who are not paid, have a right to enforce their claim for pay.men f againsf'youF property. This claim is known as a construction lien. The law limits the amount that a lien claimant can claim against your property. Claims may only be made against that portion of the contract you have not yet paid to your prime contractor as of the time this notice was given to you or three days after this notice was mailed to you. Review this notice for more information and ways to avoid lien claims. COMMERCIAL ANDfOR NEW RESIDENTIAL PROPERTY We have or will be providing professional services, materials or equipment for the improvement of your commercial or new residential project. In the event you or your contractor fails to pay us, we may file a lien against your property. A lien may be claimed for all professional services, materials or equipment furnished after a date that is sixty days before this notice was given to you or mailed to you, unless the improvement to your property is the r.d..'.J•.... -t _ .,,,, ...d-+-!e f_•r:1„ •__?�'2n__ !62' Mn d.,ro t-f—C #hic nnliro uroo Jiucn 1n � nn n_ r mailor: 4n u-, SENDER: Cadman, Inc. ADDRESS: CIO Lien Department / 8505 Freeport Pkwy, Irving, TX 75063 TELEPHONE: (425) 867-1234 For a brief description of professional services, materials or equipment provided or to be provided, see (1) above. IMPORTANT INFORMATION FOR YOUR PROTECTION This notice is sent to inform you that we have or will provide professional services, materials or equipment for the improvement of your property. We expect to be paid by the person who ordered our services, but if we are not paid, we have the right to enforce our claim by filing a construction lien against your property. LEARN more about the lien laws and meaning of this notice by discussing it with your contractor, suppliers, the Department of Labor and Industries, the firm sending this notice, your lender or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS: There are several methods available to protect your property from construction liens. The following are two of the most commonly used methods: 1) DUAL PAYCHECKS (Joint Checks): When paying your contractor for services or materials, you may make checks payable jointly to the contractor and the firms furnishing you this notice. 2) LIEN RELEASES: You may require your contractor to provide lien releases signed by all suppliers and subcontractors from whom you have received this notice. If they cannot obtain lien releases because you have not paid them, you may use the dual payee check method to protect yourself. YOU SHOULD TAKE WHATEVER STEPS YOU BELIEVE NECESSARY TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED BY LAW TO GIVE YOU WRITTEN INFORMATION ABOUT Iln �I�illlllA City of Renton 3555 NE 2ND STREET Renton, WA 98056 neopost" 1U; 13, '01 1 ^,._....... ,; _. lliiIIIIIIIIIIIiliiilMiiljIlililll'F if I I I II if ill 11lill i IjIll 99096 V 'uo}ua�{ 133�JiS aNZ 3N 955E uoau98 fo 40 IAM19l U9009Z8L :ON 4ofl £909L Xl'6uiAJI AMM jjod99j3 90C9 / tuawliedaa uaij 0/0 tuawpedaa 1ipaj0 -oul 'uewpe0 $93.29= Denis Law [ Clty Of 1 A Mayor ��J VTO Public Works Department - Gregg Zimmerman, P. E., Administrator July 14, 2011 VIA CERTIFIED MAIL Mr. Jeff Olsen Liberty Mutual Surety —Western Region P.O. Box 34670 Seattle, WA 98124 RE: CAG 10-142 WESTVIEW LIFT STATION UPGRADE DEFAULT OF CONTRACT BY ADVANCED CONSTRUCTION, INC. Dear Mr. Olsen: This letter shall serve as notice, per Section 3 of the Contract for the Westview Lift Station Upgrade project that the City is terminating its contract with Advanced Construction, Inc. This notice is provided as a result of the letter submitted to the City by Advanced Construction, Inc., dated June 30, 2011 (see attached), notifying the City that it was not financially able to complete its contract work and abandoning the contract. Please consider this letter the City's claim under the performance bond for Advanced Construction, Inc. It is in the City's interest to work with Liberty Mutual Surety to find an appropriate and swift solution to complete the outstanding work for this contract. Please contact me at 425-430-7212, if you have any questions regarding this matter. Wastewater Utility Supervisor Attachment cc: Gregg Zimmerman, P.E., Public Works Administrator Lys Hornsby, P.E., Utility Systems Director Mark Barber, Assistant City Attorney John Hobson, Wastewater Project Manager H:\File Sys\WWP - WasteWater\WWP-27-3536 Westview Lift Station Upgrades\CONSTRUCTION\Surety Letter.doc\DMCtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov June 30, 2011 VIA CERTIFIED MAIL City of Renton Attn: John Hobson 1055 S. Grady Way, 5t' Floor Renton, Washington 98275 Re: Principal: Advanced Construction, Inc. Obligee: City of Renton Project: Westview Lift Station Upgrades Project No. CAG-10-142 Dear Mr. Hobson: JUL CONSTRUCTION INC. 4640 Campus Place Sulte 150 Mukilteo, WA 98275 Office 425.493.1826 Fax 425.493.1827 WA# ADVANC1973KE We write to advise you that Advanced Construction, Inc. ("ACI") is in default under the terms of its contract with you ("Contract") on the above -referenced project ("Project"). ACI is financially unable to complete the performance of the Project work, or otherwise comply with its contractual obligations. Therefore, ACI hereby irrevocably and voluntarily abandons and terminates the Contract, effective upon your receipt of this letter. First National Insurance Company of America ("FNICA"), the surety on the above -referenced bond, will contact you shortly to discuss this matter in greater detail. In the meantime, should you have any questions, please feel free to contact FNICA's attorney, Todd W. Blischke, Esq. of Watt, Tieder, Hoffar & Fitzgerald L.L.P. at (206) 204- 5800 with any questions you might have. Sincerely, ADVANCED CONSTRUCTION, INC. E X A.J. Smith cc: Todd W. Blischke, Esq. Denis Law Mayor City Of �Y Y Public Works Department -Gregg Zimmerman, P. E., Administrator December 15, 2010 Mr. AJ"Smith Advanced Construction, Inc. - 4640 Campus Place, Suite.150 Mukilteo,.WA 98275 RE:. Bid Opening — Westview Lift Station Upgrades Dear Mr. Smith: At the Renton City Council meeting. on December 13, 2010, Council accepted Advanced . Construction,. Inc.'s bid of $101,835.00, for the Westview Lift Station Upgrades. -You should be receiving a letter from the City Clerk with the official bid award. For execution. of the contract, "please submit the following'information as soon.as possible so.we can prepare the contract documents for review and signature by.the Mayor: 1. A list of narhes,.addresses, phone numbers, and emergency phone numbers for: Responsible Officer, Job Foreman, and. Bonding Agent: 2. Corporation'letter or Resolution. giving names of those authorized to sign the contract and samples of their signatures. 3. Photocopy of your current State Contractor's License (n'ot master license).. 4. Photocopy of your current City of Renton Business License.. (To activate your City Business license, please contact Linda Weldon at 425-430-6851.) S. Two signed contract bonds on City. of Renton forms (enclosed), UNDATED. . The date'will be filled in when signed by the Mayor. 6. One City of Renton Fair Practices Affidavit of Compliance (enclosed). 7. Two signed contracts; also UNDATED (enclosed)': 8: One Insurance Endorsement form. (e.nclosed).> Renton City Hall • 1055 South Grady Way Renton, Washington 98057 • rentonwa.gov Mr. Smith December 15, 2010 Page 2 of 3 9. One Certificate of Insurance..for:2010. Please add the City of Renton as,additional insured. In the -Cancellation section of the standard ACORD Certificate of Insurance form, the language should specify"45"-,days written notice and the language -shall . have the.words "ENDEAVOR TO"_ and "BUT FAILURE.TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY. KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES" struck ..(see attached example). 10-The insurance policy declaration pages of all required. insurance policies obtained from.the insurance. carrier. After.the contract information is submitted, we will.nee'd the .following information to ; review and' approve before con. struction can Start. We would like to have most of it ... before we schedule apre-construction conference. if you intend to use private . property for material storage or staging,you Will need the approval of our Development. Services Department. In some instances this may include -the need for a Temporary Use, Permit. This does not apply to storage and staging areas within City, rights -of -Way. . 1. Provide material submittals as required for the work involved with. this job This will include, but not be limited to, information on the proposed source and : specifications of all materials that will be used in the project (e.g pipe, manholes, crushed surfacing rock,.bank run gravel, pumps, electrical equipment, asphalt; etc.), showing that the"proposed material meets the project.specifications, per.Standard Specifications and'Special Section 1-06.1: , Provide any shop drawings and submittals needed for the project per Standard Specifications and Special Provisions Section 1-06. 2. .Work Plan. Include the following items: 1. Proposed construction sequencing and schedule for'the"project. 2. Street Cleaning and.Sweeping Plan. 3. Trench Excavation Safety Systems Plan. 4., Disposal Site. 3. Construction Surveying. `Identify the surveying firm/surveyor and a letter showing that the surveyor is licensed in the State of Washington. 4. Traffic Control -Plan. The.form is included with this letter. If you have questions on traffic control requirements, please call Jun Aesquivel at.425. 430-7301. The plan . can be reviewed and final adjustments made,at the pre -construction conference. H:\File Sys\WWP - Waste Water\WWP-27-3536 Westview Lift Station Upgrades\BID INFO\Advanced Award Letter - Westview Lift Station Upgrades.doc\JDHtp MOWN Denis Law city Of Mayor _ _ City Clerk -Bonnie I. Walton December 15, 2010 A.J. Smith Advanced Construction 4640 Campus PI. Mukilteo, WA 98275 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Smith: RECEIVED DEC 17 2010 CITY OF RENTON UTILITY SYSTEMS At its regular meeting of December 13, 2010, the Renton City Council accepted your bid for the above -referenced project in the total amount of $101,835. Please contact John Hobson, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, performance bond, and insurance certificates. Sincerely, r ,Jason A. Seth ' Deputy City Clerk cc: John Hobson, Project Manager Linda Weldon, Accounting Assistant Tracy Schuld, Accounting Supervisor 1055 South Grady Way ♦ Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 ♦ rentonwa.gov DeMis a oraW ty Of Aw- 1 City Clerk -Bonnie I.Walton RECEIVED December 14, 2010 DEC 1 5 2010 CITY OF RENTON A.J. Smith UTILITYSYSTEMS Advanced Construction 4640 Mukilteo, WA 98275 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Smith: At its regular meeting of December 13, 2010, the Renton City Council accepted your bid for the above -referenced project in the total amount of $101,835. Please contact John Hobson, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, performance bond, and insurance certificates. Sincerely, anon A. Seth Deputy City Clerk cc: John Hobson, Project Manager Linda Weldon, Accounting Assistant Tracy Schuld, Accounting Supervisor 1055 South Grady Way 9 Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 9 rentonwa.gov nis Della Draw P'y CltY Of j - City Clerk —Bonnie I. Walton December,14, 2010 Cy Morse Construct Co. 1621 Pease Ave Sumner, WA 98390 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Morse: At its regular meeting on December 13,.2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your.bid. Sincerely, 1 Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor City Clerk -Bonnie I.Walton December 14, 2010 Gary Harper Gary Harper Construction, Inc. 14831 223rd St. SE Snohomish, WA 98296 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Harper: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, t- ason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor _ _ L City Clerk -Bonnie I. Walton December 14, 2010 Brad Hoffman Hoffman Construction, Inc. P.O. Box 845 Enumclaw, WA 98022 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Hoffman: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, /ason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov DeMayor a Law City Of �1 Y ♦ iar .. "MEN& c City Clerk -Bonnie I. Walton December 14, 2010 Gordon Wagster Omega Contractors, Inc. P.O. Box 430 Duvall, WA 98019 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Wagster: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor r City Clerk -Bonnie I.Walton December 14, 2010 Mark Pivetta Pivetta Brothers Construciton, Inc. 1812 Pease Ave. Sumner, WA 98390 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Pivetta: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor City Clerk -Bonnie I. Walton December 14, 2010 Richard L. Alia R.L. Alia Company 107 Williams Ave. S. Renton, WA 98057 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Alia: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor 1 I - Ah r City Clerk -Bonnie L Walton December 14, 2010 Mark Stouder Stouder General Construction, LLC 3381 Brown Rd. Ferndale, WA 98248 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Stouder: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov Denis Law City Of Mayor AS ♦ i City Clerk - Bonnie I. Walton December 14, 2010 Michael J. Wieck Western Engineering Contractors 500 Locust St. Ellensburg, WA 98926 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Wieck: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov nis Dena o Law City Of Y r Alk Ay City Clerk -Bonnie I. Walton December 14, 2010 Thomas J. Caplis Westwater Construction Company 31833 Kent Black Diamond Rd. Aurburn, WA 98092 RE: Westview Lift Station Upgrades; CAG-10-142 Dear Mr. Caplis: At its regular meeting on December 13, 2010, the Renton City Council accepted the bid submitted by Advanced Construction, Inc., for the above -referenced project in the total amount of $101,835. Thank you for your interest and your bid. Sincerely, Jason A. Seth Deputy City Clerk cc: John Hobson, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov CITY OF RENTON BID TABULATION SHEET PROJECT: Westview Lift Station Upgrades CAG-10-142 DATE: November 16, 2010 Page 1 of 2 FORMS BID Proposal/ BIDDER Triple L & I Bid Sched. Of "Includes Sales Tax Form Cert. Bond Prices Advanced Construction, Inc. _ ��� �3Srw 4640 Campus Place, Ste. 1S0 Mukilteo, WA 98275 l ¢-,7� oZ5, oc Construct Co. 1621Pease Avenue Sumner, WA 98390 All - Gary Harper Construction, Inc. 14831 223rd St. SE Snohomish, WA 98296 Hoffman Construction, Inc. �Z� Z71 , C., V P.O. Box 84S Enumclaw, WA 98022 Omega Constractors, Inc. ` P.O. Box 430 Duvall, WA 98019 Pivetta Brothers Construction 1812 Pease Avenue Sumner, WA 98390 R.L. Alia Company 107 Williams Ave. S. Renton, WA 98057 Stouder General Construction, LLC 3381 Brown Rd. Ferndale, WA 98248 G Western Engineering Constructors, Inc. �� 500 Locust Ellensburg, WA 98926 (OVER) CITY OF RENTON BID TABULATION SHEET PROJECT: Westview Lift Station Upgrades CAG-10-142 DATE: November 16, 2010 Page 2 of 2 FORMS BID Proposal/ BIDDER Triple L & I Bid Sched. Of "Includes Sales Tax Form Cert. Bond Prices Westwater Construction Company i 31833 Kent Black Diamond Rd. Auburn, WA 98092 ENGINEER'S ESTIMATE $92,192.43 LEGEND: Forms: Triple Form: Non -Collusion Affidavit, Anti -Trust Claims, Minimum Wage PROJECT SUMMARY Estimate Class: 1 Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost PIC: Brian Matson Job #: 8235A10 PM: Lara Kammereck Location: Renton, WA Date: October 18, 2010 Zip Code: 98056 By: Tyler Whitehouse Reviewed: Brian Casey NO. DESCRIPTION TOTAL 01 Westview Upgrades $72,566 TOTAL DIRECT COST $72,566 General Conditions 5.0% $3.628 Subtotal $76,194 Contingency 5.0% $3,810 Subtotal $80,004 General Contractor Overhead, Profit & Risk 10.0% $8,000 Subtotal $88, 005 Gross Receipts Tax Based on King County, WA 9.5% $8,360 TOTAL ESTIMATED CONSTRUCTION COST $97,000 The cost estimate herein is based on our perception of current conditions at the project location. This estimate reflects our professional opinion of accurate costs at this time and is subject to change as the project design matures. Carollo Engineers have no control over variances in the cost of labor, materials, equipment; nor services provided by others, contractor's means and methods of executing the work or of determining prices, competitive bidding or market conditions, practices or bidding strategies. Carollo Engineers cannot and does not warrant or guarantee that proposals, bids or actual construction costs will not vary from the costs presented as shown. TAX `725'b/v 3(oZ$ vCV 84� 194. o0 7,q gg_43 * yz)Jq 2.43 fln: Westview Construction Estim te.xls-PROJECT SUMMARY Page 1 of 1 Panted 10/19/2010-9:17 AM CLC2_� v.rL� — r•--- Build -Cost Matrix;- .,I F.Help? RECAP MATRIX Project:Westview Lift Station Upgrades Estimate of Probable Construction Cost Capacity: Date : October 18, 2010 Job N:8235A 10 Locetion:Renton, WA Estimate Class: 1 Connected HP: By: Tyler Whitehouse SPEC. DIVISION/ DIV. 01 DIV. 02 DIV. 03 DIV. 04 DN. O5 DIV. O6 DIV. 07 DIV. 08 DIV. 09 DIV. 10 DIV. 11 DIV. 12 DIV. 13 DIV. 14 DN. 15 DIV. 16 Div 17 ELEMENT ELEMENT ELEMENT GEN SITE CONC MSNRY METALS WOOD 8 MOIST DOORS 8 FINISHES SPECIAL- EQUIP FURN SPECIAL CONVEY PLUMBG ELECTI INST. DESCRIPTION REQTS WORK Plastics PROTN WDOS TIES CONST B, MECH 18 C & CONT. TOTALS rotnt $15:585—------------ ------------ __------------ — ------------ _----------------- $4.184 $8,403 $22634 $4,184 $5,314 $72,5fi6 100.9 *° Total Direct Cost 0 12262 15585 0 0 0 0 0_—_4�184___—___-._0____-8i403___________0_____—____0_________0____22�634-4184_5314 Percent of Total 0.00% 16.90% 21.48% 0.00% 0.00% 0.00% 0.00% 0.00% 5.77% 0.00% 11.58% 0.00% 0.00% 0.00% 31.19% 5.77% 7.32% 100.00% COMMENTS/NOTES 1. Note that the above costs DO NOT include all of the a licable mark-u s for the total construction or ro'ect cost. Refer to the SUMMARY for these values. -- — — — — — — pP -- p — — p—'---------------------_.-_— Page 1 of 1 DETAILED COST ESTIMATE Project: Westview Lift Station Upgrades Estimate of Probable Construction Cost Job #: 8235A10 Location: Renton, WA Element: 01 Westvlew Upgrades Date : October 18, 2010 By: Tyler Whitehouse Reviewed: Brian Casey SPEC NO. - - -DESCRIPTION 1.'OUANTITY. .: UNITS 'UNR'COST ''SUBTOTAL- -` TOTAL-. Division 02 - Site Construction 02000 Misc Site Restoration Allowance 1.00 LS $2,000.00 $2,000.00 02000 Elect Demo 1.00 LS S523.00 S523.00 02000 Shoring Allowance 1.00 LS S2,092.00 $2.092.00 02220 Core Drilling, 3" Diameter 3.00 LF $43.93 $132 02220 Non-Reinf Conc Pavement Cutting 270.00 inFT $1.34 $361 02220 Remove Non Reinf Conc Pavement To 6" Thk 81.00 SF $1.14 S93 02220 Concrete Curb/Gutter Demolition 18.00 LF S5.66 S102 02220 Demo D.I. Pipe From Trench, 4" - 18" Incl. Fittings 20.00 LF $8.47 $169 02220 Asphalt Pavement Cutting 144.00 inFT S.78 $113 02220 Remove 4" 6" Asphalt Pavement 140.00 SF S.68 $95 02220 2" Metal Pipe, Rem From Bldg Or Process Area 25.00 LF $3.39 $85 02220 Core Drilling, 6" Diameter 1.00 LF $75.78 $76 02240 2Hp Submersible Pump, 2" Elect, 20.00 DAY $88.91 $1,778 02240 2Hp Submersible Pump, 2" Elect. 20.00 DAY $88.91 $1,778 02300 Cat 225 Trackhoe, 3/4Cy Bucket, Class B (Medium Digging), 0-16' D 57.04 CY $7.47 $426 02300 Native Trench Backfill/Unconfined Strucl. Bf, Class B Material 18.52 CY S18A1 $341 02300 Imported Pipe Bed & Zone/Confined Structure Ball, Class B Material 4.44 CY $85.42 $379 02300 10 Cy Dump Truck, 20 Miles/Round Trip 16.59 CY $16.25 $270 02742 4" Pavement Replacement On 6" Abc Over Trench 90.25 SF S6.07 S548 02772 4" Gravel Base @ Sidewalk 81.00 SF $1.26 $102 02772 24" W Straight Conc Curb And Gutter, Hand Formed 18.00 LF $9.10 $164 02772 10" Thick Concrete Sidewalk 81.00 SF $7.85 S635 Total $12,262 Division 03 _ Concrete 03000 Precast Concrete Valve Vault 1.00 LS $12,719.36 $12,719.36 03000 Miscellaneous concrete formwork in wet well 1.00 LS S2,866.04 $2,866.04 I Total $15,585 Division 09 -Finishes 09000 Wet Well Coating 1.00 LS $4 184.00 S4 184.00 Total $4,184 Division 11 _ Equipment 11M games XSGVL Gander Pump2.00 EA S3,458.96 $6,917.92 11000 Vault Sump Pump and Accessories 1.00 LS $1,485.32 S1 485.32 Total $8,403 Division 15 - Mechanical 15000 Eames SS Duplex Guide Rail System 1.00 LS $2,910.60 $2 910.60 15000 Miscellaneous pipe supports 1.00 LS $2,217.52 - $2,217.52 15000 Eames Moveable Discharge Fitting Assembly 2.00 EA S889.83 $1 779.66 15000 Pipe Fitting Allowance 1.00 LS $1,046.00 $1,046.00 15000 Misc Mechanical Bypass Pumping 1.00 LS S2,092.00 $2,092.00 15000 Misc SST Fittings 1.00 LS $1,569.00 $1,569.00 15000 2" Romac 501 Flex Cplg 2.00 EA S178.19 $356.37 15111 2" Stainless Steel Bodylrnm Handle & Lock/Seal Op Victaulic Ball Valve 1.00 EA $568.82 $569 r 15111 2" Cpvc Threaded Ball Valve 1.00 EA S140.36 $140 15114 2'- 200 Psi Ci Fxf Swing Check Valve 2.00 EA S537.92 $1,076 15116 3" Fxf Cast Iron Plug Valve W/Handwheel Op 1.00 EA $647.60 $648 15116 2" Fxf Cast Iron Plug Valve W/Handwheel Op 2.00 EA $567.74 $1,135 15121 3" RFca, Buried Or Underwater 1.00 EA S525.68 $526 15121 T' Flex C Ig, Buried Or Underwater 6.00 EA $279.81 $1,679 15255 2" 40S 316L Flanged Sst Pipe In A Bldg72.00 LF S64.62 S4,653 15265 3. Sch 80 Pvc Pipe In A Trench 6.00 LF $10.28 $62 15265 1.5" Sch 80 Pvc Pipe In A Bldg 10.00 LF $14.05 S140 15265 3" Sch 80 Pvc 90° Elbow 1.00 EA $35.65 S36 Total $22,634 Division 16 •Electrical 16000 Miscellaneous Electrical 1.00 LS $2,092.00 $2,092.00 16000 Trenched Conduit Allowance 1.00 LS S2,092.00 $2,092.00 Total S4 184 Division 17 - Instrumentation and Controls 17000 Backup Level Float System 1.00 LS S1,004.16 $1,004.16 17000 Level Transducer - 1.00 LS $2,217.52 $2.217.52 17000 - Miscellaneous Instrumentation 1.00 LS $2,092.00 $2,092.00 Total $5 314 Grand Total $72,566 im - - ema.-o, w.w,a.._.. Page 1 of 1 li�- t--- ae LAKE WASHINGTON R.� MW-low z 3 � REFERENCE: 2009 GOGGLE MAP VICINITY MAP NO SCALE hOR'M �P. ry= P '}- 4 +k REFERENCE: 2007 GOOGLE EARTH LOCATION MAP NO SCALE Engineers... Working Wonders With Water " CITY OF RENTON WESTVIEW LIFT STATION FINAL DESIGN AND CONSTRUCTION SERVICES 60% DESIGN SUBMITTAL PROJECT NO. WWP-27-3536 CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 WESTVIEW LIFT STATION The undersigned has approved this document for and on behalf of Carollo Engineers, P.C. Partner DECEMBER 2009 CONTACT PERSONNEL JOHN HOBSON PROJECT MANAGER (425) 430-7279 DAVE CHRISTENSEN WASTEWATER UTILITY SUPERVISOR (425) 430-7212 M AS �BMG NO. REVISION BY DATE APPR --- NTS -' �� DATUM DRAWING LIST SHEET NO. DRAWING NO. DESCRIPTION 1 G-01 COVER SHEET 2 G-02 GENERAL NOTES, ABBREVIATIONS, SYMBOLS AND DESIGN CRITERIA 3 C-01 SITE AND YARD PIPING PLAN 4 M-01 PLAN 5 M-02 SECTION 6 GE-01 SYMBOLS LEGEND 7 GE-02 ABBREVIATIONS 8 E-01 LIFT STATION POWER PLAN 9 E-02 LIFT STATION ONE -LINE DIAGRAM AND SCHEMATICS 60% DESIGN SUBMITTAL AMCITY OF WESTVIEW LIFT STATION Eczoos RENTON FINAL DESIGN AND CONSTRUCTION SERVICES " PIannInWBuikflnWPuE1c WceKs Dept. COVER SHEET ,. G-01 GENERAL NOTES: CIVIL LEGEND MECHANICAL LINE WORK 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. NEW OR EXISTING STRUCTURES 2. UNLESS DETAILED, SPECIFIED, OR OTHERWISE INDICATED ON THE-+ WATER VALVE �. MONUMENT NOT TIED THIS SURVEY DRAWINGS, CONSTRUCTION SHALL BE AS INDICATED IN THE APPLICABLE - HYDRANT NEW OR EXISTING STRUCTURES HIDDEN — — — — — — — TYPICAL DETAILS AND GENERAL NOTES. TYPICAL DETAILS SHALL APPLY _ FIRE DEPT. CONNECTION FOUND CASED MONUMENT EVEN THOUGH NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS. _ WATER METER SET PK NAIUALUMINUM WASHER NEW PIPING (TRIPLE LINES) — 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART POST INDICATOR VALVE STAMPED "PACE CONTROL" — — NEW PIPING HIDDEN (TRIPLE LINES) OF WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. MANHOLES (SS/SD) SET 5M" IRON REBAR W/ YELLOW — — n CB PLASTIC CAP STAMPED L.S. #33130 NEW PIPING (SINGLE LINE) _ POWER/UTILITY POLE UNLESS OTHERWISE STATED. ABBREVIATIONS GUY ANCHOR NEW PIPING HIDDEN (SINGLE LINE) — — — — — — — _ JUNCTION BOX AB ANCHOR BOLT R OR RAD RADIUS POWER TRANSFORMER EXISTING PIPING (TRIPLE LINES) — ABC AGGREGATE BASE COURSE RDCR REDUCER AC ASPHALTIC CONCRETE REF REFERENCE C'ILF POWER/TELEPHONE VAULT AFF ABOVE FINISHED FLOOR REINF REINFORCE (D) (ING) (MENT) EXISTING PIPING HIDDEN (TRIPLE LINES) — AHR ANCHOR READ REQUIRED OFh1 POWER METER CENTER LINES ALM ALARM C TELEPHONE/TV RISER PROPERTY LINES EXISTING PIPING (SINGLE LINE) AL ALUMINUM S SEWAGE OR SOUTH GAS VALVE RIGHT-CF-WAY LINES APPROX APPROXIMATE SCH SCHEDULE ] GAS METER EASEMENT LINES EXISTING PIPING HIDDEN (SINGLE LINE) — — — — — — — AS7M AMERICAN SOCIETY OF TESTING AND MATERIALS SCV SWING CHECK VALVE - �- STREET LIGHT LOT LINES AUTO AUTOMATIC SD STORM DRAIN T J DITCH LINE NEW EQUIPMENT OR PIPING CENTERLINE AVG AVERAGE SIM SIMILAR SPOT ELEVATION WATER LINE @ AT SP SUMP PUMP - SIGN SANITARY SEWER LINE SPEC SPECIFICATION -� MAILBOX STORM DRAIN LINE ----------- << EXISTING EQUIPMENT OR PIPING CENTERLINE BCV BALL CHECK VALVE 55 SANITARY SEWER, GRAVITY ROCKERY - -- GAS LINE ESP BLACK STEEL PIPE SSFM SANITARY SEWER FORCE MAIN ,\_,, UNDERGROUND POWER LINES �- NEW EQUIPMENT BV BALL VALVE SSMH SANITARY SEWER MANHOLE CONIFEROUS TREE UNDERGROUND TELEPHONE LINES - SST STAINLESS STEEL :i-o. UNDERGROUND CABLE TV LINES --w NEW EQUIPMENT HIDDEN — — — — — — — CA CONCRETE ANCHOR STA STATION '.� -- OVERHEAD UTILITY LINES CB CATCH BASIN STD STANDARD DECIDUOUS TREE CHAIN LINK FENCE --- --- =' ---- '-' ------- -- EXISTING EQUIPMENT CHNL CHANNEL STL STEEL WIRE FENCE — • — C1 CONSTRUCTION JOINT S/W SIDEWALK r'C.'�i. COTTONWOOD WOOD FENCE NEW FITTING CLOR CENTERLINE CUP CONTROL PANEL TDH TOTAL DYNAMIC HEAD ICV IRRIGATION CONTROL VALVE EXISTING TO BE REMOVED H f 11-117"7y 111 CND CONDUIT TOC TOP OF CONCRETE CO CLEANOUT TYP TYPICAL COMP COMPACTED NEW PIPING CALL -OUT 3F'W CONC CONCRETE V OR VLV VALVE CONN CONNECTION VERT VERTICAL BUILDING MATERIALS CONSTR CONSTRUCTION VOL VOLUME EXISTING PIPING CALL -OUT G( CONT CONTINUE(D)(OUS)OR CONTROL CP CONTROL POINT W WEST, WIDTH VIEW IN SECTION CPLG COUPLING W/ WITH W/o WITHOUT MATERIAL EXISTING REMOVE NEW D DRAIN, DEPTH DEG DEGREE CLASS 'A•,"B',AND ��,..-� MECHANICAL SYMBOLS DIET DETAIL "D" CONCRETE DIA OR DIAMETER DMENSION DIP UCTILE RON PIPE CLASS'C" CONCRETE / �( i III��III II U SWING CHECK VALVE DWG DRAWINGY/ Y E EAST STEEL j,% ® PLUG VALVE EA EACH (/_CL_C!_C/� 1�1`rll EL OEL"R ELEV ELEVATION R ij�/ ® f1 FII FLANGE EMBED EMBEDMENT FIBERGLASS {f '!_Z 1tl/i ENGR ENGINEER EDP EDGE OF PAVEMENT ALUMINUM i. -J �Zf �7 ,lr�T, II II UNION ID EQL EQUAL � .' EQPT EQUIPMENT 90'ELBOW EXIST EXISTING SOIL � ' FLG FLANGE as°ELBOW FRP FIBERGLA55REINFORCED PLASTIC VIEW IN PLAN (NEW SHOWN EXISTING SCREENED) FT FOOT, FEET RESTRAINED FLEXIBLE COUPLING GP GRINDER PUMP GRATING SPAN PAVEMENT ID INSIDE DIAMETER OR INSIDE DIMENSION ���LLL,,, I I I I CROSS IE INVERT ELEVATION In INVT INVERT �-�y BALL VALVE L LENGTH M LF LINEAR FEET U CAP MAX MAXIMUM MMAXIMUM DRY DENSITY M EC ECH MECHANICAL BALL VALVE M FRS MANUFACTURER'S MH MAN HOLE, SANITARY MIN MINIMUM MISC MISCELLANEOUS BALL CHECK VALVE N NORTH NE NORTH EAST NO NUMBER RESTRAINED FLANGE COUPLING ADAPTER NOM NOMINAL NTS NOT TO SCALE OD OUTSIDE DIAMETER PD PUMPED DRAINAGE PL PROPERTY LINE PM PUMP PNL PANEL PSI POUND PER SQUARE INCH PV PLUG VALVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT car Sir L Engineers... Working Wonders With Water TM DRAWING CROSS REFERENCE DETAIL OR SECTION NIDENTIFICATION D-12 DETAIL OR SECTION TAKEN ON THE SAME SHEET DETAIL OR SECTION IS TAKEN ON THE DRAWING INDICATED AT TITLE TYPICAL DETAIL REFERENCE BUBBLE TYPICAL DETAIL NUMBER IDENTIFICATION DETAIL OR SECTION IDENTIFICATION DETAIL OR SECTION REFERENCE BUBBLE DETAIL OR SECTION IS TO BE FOUND ON THE SAME SHEET DETAIL OR SECTION IS TO BE FOUND ON THE DRAWING INDICATED TYPICAL DETAIL IS TO BE FOUND ON THE TYPICAL DETAIL DRAWINGS AT CROSS REFERENCE DESIGN CRITERIA HYDRAULIC REQUIREMENTS PUMP TYPE NUMBER OF PUMPS RATED CAPACITY, EACH PUMP MOTOR HORSEPOWER, EACH PUMP FORCE MAIN GRINDER 2(1-DUTY, 1-STANDBY) 34 GPM @ 43 FT TDH 2.0 31NCH, PVC 60% DESIGN SUBMITTAL I CONSTRUCTION SEQUENCE: GENERAL NOTES: 1. A. CONTRACTOR TO VERIFY SIZE AND LOCATION OF PIPING PRIOR TO CONSTRUCTION. B. RESTORE AC PAVEMENT FOR ALL PIPE TRENCHES IN - - ACCORDANCE WITH THE SPECIFICATIONS. ` KEY NOTES: _ Jots INSTALL PER CITY STANDARD PLAN 405. 3 FOOT MIN COVER. C Z > CITY TO CONNECT NEW FORCE MAIN WITH RESTRAINED FLANGE COUPLING ADAPTER, ROMAC RFCA, OR EQUAL BOLTS AND NUTS ''e SHALL BE 316 SST. COUPLING SHALL BE COMPATIBLE WITH PIPE MATERIALS. PLUG AND ABANDON EXISTING 3" FORCE MAIN. CONNECT TO EXISTING MANHOLE PER CITY STANDARD PLAN 402.2. MATCH EXISTING ALIGNMENT. Ii V CONTRACTOR TO VERIFY PIPING MATERIAL. I - Tz I I 4� i I r I _ 3 - 45° EL, ' STA 2+29 I re- t � II P 5 I I 11 �� r A , GP_Al a F -- Cl T"f / T-0^FROM TRACT A EDGE OF ., ;FM _ -- --- _ PAVEMENT Y J T F. \ e- TA 2+00 I I L i I VALVE VAULT 1 jPl.'1 P, \ O5 G C — l'F �NC F'LK A 3"SSFM' 1 !{40A CiSL f/Y ��E.'.lYF 1Lhi I I STA 1+61 ' .. ... -- -- A ' f � 4 I -' M 01 _—_ vim— I '_—�.. _— - (— - - --_ _ t---n'•`" /Y/ 'IBC- Chr,L NCXIIII _ ` I Ec rJy 1+33 STA I IE, V 1 -V .. �' i EXISTING WESTVIEW - - ,- LIFT STATION I'� w WORK TO BE _ PERFORMED BY CITY Engineers... Working Wonders With Water TM 60% DESIGN SUBMITTAL - - ----- - ---- 1%7 ID �E�S DDEP J"Pi PUMP NO RATI.- (TYP) -------- -- ------- 6" P) ----- -_-j -- -----------,------��--- - -- -- --- --------- --- fLVVET WELL 9 --- mww - - - - - - - - - - - - - - - - - - - - (? (TYP) � x 5-0- (TYP) (TYP) LEVEL TRANSMITTER FL AT SWITCHES — — — — — — — — — HAP:41 CIF-rflrj` PUMP NO. 2, GP-02 = i ! Ii 6 _uo, Em.- F PLAN SCALE: 111" o T-I" FILE: 8235A-050-100.ctwg mar UP JV Engineers... Working Wonders With Water UNION (TYP) V (TYP) PV (TYP) GENERAL NOTES: A. CONTRACTOR TO VERIFY SIZE AND LOCATION OF PIPING PRIOR TO CONSTRUCTION. B. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF STAINLESS STEEL. C. BACKFILL AROUND STRUCTURES AND WITHIN 5 FEET OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 951, MOD D. RESTORE AC PAVEMENT IN ACCORDANCE WITH THE SPECIFICATIONS. KEY NOTES: RESTRAINED FLEXIBLE COUPLING, VICTALLIC STYLE 475, OR EQUAL. ON.N-LUBRIIATED, SIT IlAll VALVE WITH LOCK HANDLE, APOLLO 76-100 SERIES OR EQUAL. MATERIAL TYPE TO MATCH PIPING. INSTALL PER CITY STANDARD PLAN 405.3 FOOT MIN COVER. EXISTING FORCE MAIN TO BE DEMOLISHED PER SUB -SECTION 10.02222. SHOWN FOR REFERENCE ONLY. FLUSHING CONNECTION REDUCETO VALVEASREQUIRED. - ACCESS HATCH (T-6- X S-0") DEMO EXISTING CURB AND SIDEWALK TO THE LIMITS SHOWN. �w - i c OOR 5 EN 2" BV I-CITHREADED NIPPLE AND CAP SUMP PUMP, SP-01 (TYP) INSTALL NEW CURB AND DRIVEWAY PER CITY STD PLAN 104 AND 104.2 FOR DIMENSIONS INDICATED ON THE DRAWINGS. LADDER AS SPECIFIED IN SUBSECTION 10.02490. RESTRAINED FLANGE COUPLING ADAPTER, ROMAC RFCA OR EQUAL. BOLTS AND NUTS SHALL BE 316 SST. COUPLING SHALL BE COMPATIBLE WITH PIPE MATERIALS. CONTRACTOR TO VERIFY PIPING MATERIAL. 10 DO NOT GROUT IN LOCATION OF GUIDE RAIL BASE SUPPORT To iiII BOTTOM OF WET WELL. COORDINATE DIMENSIONS OF BASE 11 SUPPORT WITH GUIDE RAIL MFR. FEE ELECTRICAL CAL DRAWINGS FOR DETAILS. SST PVC 3" CROSS 2"X WCONCENTRIC REDUCER (TYP) PRECAST CONCRETE VAULT (T-0-1- X 5'-6-W X 6'-O-D INSIDE DIMENSION) 60% DESIGN SUBMITTAL 1 SECTION M-01 SCALE: 3/4" = P-0" FILE: 8235A-050-300.dwg Engineers... Working Wonders With Water TM INV EL 234.1z FIELD VERIFY GENERAL NOTES: A. CONTRACTOR TO VERIFY SIZE AND LOCATION OF PIPING PRIOR TO CONSTRUCTION. B. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED OF STAINLESS STEEL. C. BACKFILL AROUND STRUCTERS AND WITHIN 5 FEET OF STRUCTURES SHALL BE SELECT MATERIAL COMPACTED TO 95% MDD. D. RESTORE AC PAVEMENT IN ACCORDANCE WITH THE SPECIFICATIONS. KEY NOTES: OROUTE TO SUMP. CONTINUALLY SLOPE. TERMINATE 2 INCHES BELOW SUMP GRATING. SUPPORT AS REQUIRED. OTRUE UNION, NON LUBRICATED, THREADED PVC BALL VALVE. MFR: ASAHI AMERICA, TYPE 21. OR EQUAL. OBOND GROUT TO EXISTING CONCRETE WITH EPDXY RESIWPORTLAND CEMENT BONDING AGENT. 4 COAT INTERIOR OF WET WELL PER SUBSECTION 10.03925. 5 CUT AND BAND GRATING AS REQUIRED TO ACCOMMODATE DISCHARGE PIPING. OSUPPORT TO WET WELL PER MFRS RECOMMENDATIONS. ALL COMPONENTS SHALL BE STAINLESS STEEL. 7 PER CITY STD PLANS 1111 AND 104.2, DEPRESSED CURB. 8 PUMP AND PIPING DISCONNECT LOCATION. 9 PIPING SHOWN IN STRAIGHT PLANE FOR CLARITY. SEE M-01 FOR PIPING ROUTING IN PLAN VIEW. 10 CHAIN OR CABLE AND HOOK AS SPECIFIED IN SUB -SECTION 10.11312J. 60% DESIGN SUBMITTAL ELECTRICAL PLAN SYMBOLS I ELECTRICAL ONE -LINE SYMBOLS IDENTIFICATION SYMBOLS ® EQUIPMENT IDENTIFICATION OINSTRUMENT IDENTIFICATION EQUIPMENT/INSTRUMENT LOCATOR aO b LUMINAIRE IDENTIFICATION a = DEVICE SWITCHED FROM c b = CIRCUIT DESIGNATION c = MOUNTING HEIGHT IN FEET TO BOTTOM OF FIXTURE CONDUIT IDENTIFICATION XXXXO XXXX=CONDUIT NUMBER, REFER TO CONDUIT SCHEDULE O INDICATES KEYNOTE 1 (PERTAINS ONLY TO SHEET WHERE NOTE IS FOUND) iO OPERATOR INTERFACE STATION 1 - STATION TYPE EQUIPMENT ENCLOSURE UNDERGROUND GROUND GRID #410SDBC UNLESS OTHERWISE NOTED O GROUND ROD ® GROUND ROD AND GROUND WELL COMPRESSION OR EXOTHERMIC GROUNDING CONNECTION LUMINAIRES 0 2', 4'. OR B' FLUORESCENT STRIP 2' X 2' LAY -IN TROFFER REFER TO LUMINAIRE SCHEDULE 2' X 4' LAY -IN TROFFER REFER TO LUMINAIRE SCHEDULE o-O LUMINAIRE POLE MOUNTED Ffa1 STROBE �� lJ`"'�� a =COLOR R = RED G = GREEN A = AMBER LUMINAIRE, EMERGENCY BATTERY -POWERED LUMINAIRE, EMERGENCY/EXIT BATTERY -POWERED �P LUMINAIRE, EMERGENCY BATTERY -POWERED REMOTE OLUMINAIRE, SURFACE OR PENDANT MOUNTED 0 LUMINAIRE, WALL MOUNTED LUMINAIRE, DUAL FLOOD/SPOT, WITH MOTION SENSOR ® LUMINAIRE, EXIT ONE OR TWO FACES AS INDICATED. ARROW POINTS IN DIRECTION OF EGRESS. OLUMINAIRE, WALL WASHER C C !' U nu Engineers... Working Wonders With Water TM SWITCHES/RECEPTACLES a S o SINGLE POLE SWITCH a = DEVICE SWITCHED DESIGNATION b - CIRCUIT DESIGNATION aSb IF c= c 2 =DOUBLE POLE SWITCH 3 =THREE-WAY SWITCH 4 =FOUR-WAY SWITCH K = KEY OPERATED SWITCH F = SWITCH AND FUSESTAT HOLDER P = SWITCH AND PILOT LIGHT T =THERMOSTAT D =DIMMER SWITCH L = LOW VOLTAGE LIGHT SWITCH M = MANUAL MOTOR STARTER a a OCCUPANCY SENSOR b = CIRCUIT DESIGNATION b = DEVICE SWITCHED DESIGNATION �a SWITCH AND SINGLE RECEPTACLE Sb a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION S = SWITCH AND SINGLE RECEPTACLE �a p DUPLEX RECEPTACLE a = CIRCUIT DESIGNATION b - DEVICE TYPE DESIGNATION a �b QUADRUPLEX RECEPTACLE a = CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION a ab IN FLOOR DUPLEX RECEPTACLE a = CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION ® b IN FLOOR QUADRUPLEX RECEPTACLE a = CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION �a DUPLEX RECEPTACLE WSPLIT WIRE b a= CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION ,,a WELDING OR APPLIANCE RECEPTACLE b a = CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION ,a WELDING RECEPTACLE b a= CIRCUIT DESIGNATION b = DISCONNECT TYPE e -0b SPECIAL PURPOSE RECEPTACLE a =CIRCUIT DESIGNATION b = DEVICE TYPE DESIGNATION -0a CLOCK RECEPTACLE a = MOUNTING HEIGHT 'tJa FAN RECEPTACLE a = MOUNTING HEIGHT Oa TWIST LOCK RECEPTACLE a =AMP RATING <a TELEPHONE OUTLET a = MOUNTING HEIGHT a ,b DATA COMMUNICATIONS OUTLET a = MOUNTING HEIGHT 1_f DISCONNECT SWTICH a -TYPE, REFER TO DISCONNECT SCHEDULE PE PHOTOCELL Od SMOKE DETECTOR a a =TYPE I =IONIZATION P = PHOTOELECTRIC d = DUCT DETECTOR FACP FIRE ALARM CONTROL PANEL pF FIRE ALARM PULL STATION FB FIRE ALARM HORN/STROBE COMBINATION 1_ or FIRE ALARM STROBE FIRE SPRINKLER F = FLOW SWITCH T = TAMPER SWITCH RACEWAY MEDIUM VOLTAGE LOW VOLTAGE MISCELLANEOUS CIRCUIT BREAKER, MEDIUM VOLTAGE e 0 Oa LOW VOLTAGE CIRCUIT BREAKER a = TYPE HP MOTOR EXPOSED CONDUIT S2 a = CIRCUIT BREAKER NUMBER c ) MCP = MOTOR CIRCUIT PROTECTOR HP = HORSEPOWER RATING FULL LOAD AMPS AS NOTED b b = FRAME SIZE d O f TM = THERMAL MAGNETIC —f f— INDICATES BREAK IN CONDUIT RUN (3 ANSI RELAY DEVICE SS = SOLID STATE b = FRAME SIZE (MANUFACTURER TO DETERMINE FRAME SIZE UNLESS INDICATED) PACKAGED EQUIPMENT LOAD RATING AS INDICATED b a= ANSI DEVICE FUNCTION c = NUMBER OF POLES b a=NUMERIC VALUE EXPOSED CONDUIT HIDDEN BEHIND WALLS, D QUANTITY d = TRIP SETTING (AT = AMP TRIP) (AC = MCP CONTINUOUS SETTING) b - HP, KW, KVA AS INDICATED FLOORS OR OTHER STRUCTURES o a = DESIGNATION 1 = INTERRUPTING RATING a TRANSFORMER a =DEVICE I.D. - - UNDERGROUND CONDUIT, DIRECT BURIED MEDIUM VOLTAGE p b = KVA RATING OR IN DUCTBANK /////// DISCONNECT SWITCH NON -FUSED CUT OUT O\ _ LOW VOLTAGE CIRCUIT BREAKER c d e c=NUMBER OF PHASES d = PRIMARY VOLTAGE /}{`"'� O AUXILIARY OPERATOR e = SECONDARY VOLTAGE — - CONDUIT IN FLOOR SLAB O X =S=SHUNT TRIP MEDIUM VOLTAGE = K = KIRK KEY INTERLOCK DISCONNECTING FUSE =G= GROUND FAULT INTERRUPTER GROUNDED WYE CONNECTION SINGLE FUSE CUT OUT = V = SOLENOID KEY RELEASE 9 CONDUIT VERTICAL CHANGE IN DIRECTION O F0^ DISCONNECT SWTICH 0 DELTA CONNECTION Q JUNCTION BOX MEDIUM VOLTAGE a = TYPE, REFERTO DISCONNECT SCHEDULE DISCONNECTING FUSE /� c ENGINE -GENERATOR RATINGS AS DOUBLE FUSE CUT OUT b INDICATED ON THE DRAWINGS --CEO.- CONDUIT SEAL a a = KVA�KW I-1, d b= VOLTAGEICONNECTION MEDIUM VOLTAGE SINGLE FUSE L"l e c = PHASE r 0� d = WIRE 1 FUSED DISCONNECT SWITCH a=pF I I a = TYPE. REFER TO DISCONNECT SCHEDULE X30930RD9 DUCTBANK APPROXIMATE DIMENSIONS b = FUSE RATING a GENERATOR RECEPTACEL RATING AS SHOWN ON DUCTBANK SCHEDULE MEDIUM VOLTAGE DOUBLE FUSE I In b INDICATED ON THE DRAWINGS a ® a=AMPS L J d b = VOLTAGE/CONNECTION c = PHASE d = WIRE CONDUIT SIZE AND CONDUCTORS ♦ MEDIUM VOLTAGE LIVE NT TERMINATOR FUSE INDIVIDUAL CONDUCTORS MEDIUM VOLTAGE ELBOW a E[ b CURRENT TRANSFORMER WITH SHORTING TERMINAL BLOCK W-C-(3-X TYPE (0), 1-#Y TYPE (N) & 1-Z TYPE (G)) a = QUANTITY _ b = RATIO W'C (WHERE INDICATED): W =CONDUIT TRADE SIZE 3-X TYPE (0): 1 MEDIUM VOLTAGE T a POTENTIAL TRANSFORMER 3 = QUANTITY SST SOLID STATE b a - QUANTITY X = SIZE OF CONDUCTORS TRIP UNIT b = RATIO TYPE = INSULATION TYPE (0) = DESIGNATES PHASE CONDUCTORS MEDIUM VOLTAGE CONTACTOR SSM SOLID STATE 1-Y TYPE (N)(WHERE INDICATED): MULTIFUNCTION METER 1 = QUANTITY n Y = SIZE OF CONDUCTORS TYPE = INSULATION TYPE I COMBINATION STARTER WITH CONTROL MER (N) = DESIGNATES NEUTRAL CONDUCTORS MEDIUM VOLTAGE STARTER a / a=CIRCUIT 8REAKER DISCONNECT, BREAKER DISCONNECT, T, TYPE AS NOTED q7p^ ✓ J AMMETER TEST POINT b=STARTER TYPE ))) 777 1-Z TYPE(G)(WHERE INDICATED): b c = NEMA STARTER SIZE 1 = QUANTITY QUANTITY d= OVERLOAD HEATERS Z = SIZE OF CONDUCTORS TYPE = INSULATION TYPE MOV-ELBOW ARRESTOR c VIP VOLTAGE TEST POINT (G) = DESIGNATES GROUND CONDUCTORS _ n d U(3-X TYPE (0) & 1-X TYPE (G)) U = NUMBER OF PARALLEL RUNS KO KIRK KEY INTERLOCK — r II UTILITY METER MULTI CONDUCTOR CABLES > d VARIABLE FREQUENCY DRIVE K/2/C#16S WITH FEATURES AS NOTED K (WHERE INDICATED) = NUMBER OF PAIRS I I a = INPUT CONTACTOR 2/C#16S= TWO CONDUCTOR, 16 GAUGE. TWISTED a b= OUTPUT CONTACTOR SHIELDED PAIR I c I c= BYPASS STARTER K/3/C#165 d = INPUT CIRCUIT BREAKER ILR I LR LINE REACTOR O-01 O--I LIGHTNING ARRESTER K (WHERE INDICATED) =NUMBER OF TRIPLETS VFD 3/C#16S = THREE CONDUCTOR, 16 GAUGE, TWISTED SHIELDED I LL I a TRIPLETS LL LOAD REACTOR " N/CX TYPE I b FEE TRANSIENT VOLTAGE N = NUMBER OF CONDUCTORS IN THE CABLE SURGE SUPRESSOR X = SIZE OF CONDUTORS TYPE = INSULATION TYPE FIBER OPTIC CABLES FO/N N = NUMBER OF INDIVIDUAL FIBERS NO. I REVISION 11C A A DRAWOUT CONNECTIONS I REDUCED VOLTAGE SOLID STATE STARTER RVSS BC I IC = INPUT CONTACTOR BC-BYPASSCONTACTOR _ GROUND 1 T CAPACITOR �I- BATTERY DMP J DIGITAL METERING PACKAGE 60% DESIGN SUBMITTAL 6- CITY OF WESTVIEW LIFT STATION yrcDEC 2009 RENTON FINAL DESIGN AND CONSTRUCTION SERVICES a� �` :G ogruM � Planning/BuildirglPubllc Works Dept. SYMBOLS LEGEND GE-01 BY DATE APPR ABBREVIATIONS A AMP E/G EMERGENCY GENERATOR L-B LINE -BUS RAC RIGID ALUMINUM CONDUIT AAP ALARM ANNUNCIATOR PANEL E.C. ELECTRICAL CONTRACTOR L-G LINE -GROUND R - X RESISTOR OR POTENTIOMETER NO. X ABAN ABANDON EM EMERGENCY L1, L2, L3 LIGHTING PANEL BRANCH CIRCUIT RECPT RECEPTACLE ABCB AIR BLAST CIRCUIT BREAKER EMT ELECTRICAL METALLIC TUBING LBL LABEL REV REVERSE ABSW AIR BREAK SWITCH EN ENERGIZED LC LIGHTING CONTACTOR RM -X REMOTE MODULE NO. X AC ALTERNATING CURRENT ENAM ENAMEL LCP-X LOCAL CONTROL PANEL NO. X R-O-A REMOTE -ON -AUTO ACK ACKNOWLEDGE ENCL ENCLOSURE LDR LOADING RELAY RVAT REDUCED VOLTAGE AUTO TRANSFROMER ACP -X AREA/AUXILIARY CONTROL PANEL NO. X ENG ENGINE RVNR REDUCED VOLTAGE NON -REVERSING ACTR ACTUATOR ENT ELECTRICAL NON-METALLIC TUBING ILL LEAD -LAG LOAD REACTOR RVSS REDUCED VOLTAGE SOLID STATE ADDL ADDITIONAL EP EXPLOSION PROOF LLCO LOW LEVEL CUT-OFF AF AMP FRAME ESD EMERGENCY STOP DEPRESSED LOR LOCAL -OFF -REMOTE S SHIELD AM AMMETER ETM ELAPSED TIME METER LOS LOCK -OUT STOP S/A SURGE ARRESTER AMB AMBIENT LP LIGHT POLE SDBC SOFT DRAWN BARE COPPER ANN ANNUNCIATOR LP-X LIGHTING PANEL NO. X S-F SLOWER -FASTER ANT ANTENNA FA FIRE ALARM LR LATCHING RELAY LINE REACTOR SFL SUB FEED LUGS ARM ARMORED CABLE FACP FIRE ALARM CONTROL PANEL LTG LIGHTING S SHIELDED ASU AIR SUPPLY UNIT FBO FURNISHED BY OTHERS LV LOW VOLTAGE SIG G SIGNAL AT AMP TRIP FC FOOTCANDLE / FAIL CLOSED LVL LEVEL SLT SEALTIGHT LIQUIDTIGHT FLEXBLE CONDUIT ATS AUTOMATIC TRANSFER SWITCH FDR FEEDER LSIG SP SINGLE POLE AUX AUXILIARY FLA FULL LOAD AMPS SPOT SINGLE POLE DOUBLE THROW AWG AMERICAN WIRE GAGE FLP FAIL TO LAST POSITION M-X MOTOR CONTROLLER NO. X SPST SINGLE POLE SINGLE THROW FLUOR FLUORESCENT MA MILLIAMPERE START -STOP BAT BATTERY FLX FLEXIBLE CONDUIT MAN MANUAL ss SS SOLID STATE BCW BARE COPPER WIRE FO FAIL OPEN I FIBER OPTIC MAN MASTER ANTENNA TELEVISION SYSTEM SSC SUPERVISORY SET POINT CONTROL BHP BRAKE HORSEPOWER F-O-S FAST -OFF -SLOW MAX MAXIMUM SW SWITCH BKR BREAKER F-O-S-A FAST -OFF -SLOW -AUTO MC MODULATE -CLOSE SWBD SWITCHBOARD BPD BUSHING POTENTIAL DEVICE F-O-S-R FAST -OFF -SLOW -REMOTE MCA MOTOR CIRCUIT AMPS SWGR SWITCHGEAR BRF BELOW RAISED FLOOR FP -X FIELD PANEL NO. X MCB MAIN CIRCUIT BREAKER SYM FRC FIBERGLASS RIGID CONDUIT MCC - X MOTOR CONTROL CENTER NO. X SYS SYSTEM EM C CONDUIT FREQ FREQUENCY MCP MOTOR CIRCUIT PROTECTOR CB CIRCUIT BREAKER FS FLOAT SWITCH MERC MERCURY VAPOR TB -X TERMINAL BLOCK - UNIT CC CONTROL CABLE FU FUSE MH MANHOLE, MOUNTING HEIGHT TC THERMOCOUPLE/TIME CLOCKrrRAY CABLE CCS CENTRAL CONTROL SYSTEM FU SW FUSED SWITCH MLO MAIN LUGS ONLY TO TEMPERATURE DETECTOR RELAY CCT CONTROL CIRCUIT TRANSFORMER FUT FUTURE MOT MOTOR TOR TIME DELAY RELAY CKT/CIR CIRCUIT FVNR FULL VOLTAGE NON -REVERSING MOV METAL OXIDE VARISTOR TE TOTALLY ENCLOSED COAX COAXIAL CABLE FVR FULL VOLTAGE REVERSING MPR MOTOR PROTECTION RELAY TEFC TOTALLY ENCLOSED FAN COOLED COEF COEFFICIENT FWD FORWARD MS-X MOTOR STARTER NO.X TEMP TEMPORARY COM COMMON MTG MOUNTING TENV TOTALLY ENCLOSED NON -VENTILATED CPT CONTROL POWER TRANSFORMER G GROUND / EQUIPMENT GROUND MWH MOTOR WINDING HEATER TERM TERMINAL CP - X CONTROL PANEL DESIGNATION X GEN GENERATOR TJB TERMINAL JUNCTION BOX CR -X CONTROL RELAY DESIGNATION X GRC GALVANIZED RIGID CONDUIT N NEUTRAL / NORTH / NITROGEN TM THERMAL MAGNETIC CS CONTROL SWITCH GFCI GROUND FAULT CIRCUIT INTERRUPTER (RECEPTACLE) NC NORMALLY CLOSED TP TWISTED PAIR CT CURRENT TRANSFORMER GFI GROUND FAULT INTERRUPTER (BREAKER) NCTO NORMALLY CLOSED TIMED OPEN TS TEMPERATURE SWITCH CTRL CONTROL GFR GROUND FAULT RELAY NEC NATIONAL ELECTRICAL CODE TS1 W TWO SPEED CONSEQUENT POLE, ONE WINDING CW CLOCKWISE / COOL WHITE GS GOVERNOR SWITCH NEG NEGATIVE T32W TWO SPEED SEPARATE WINDING CWX COOL WHITE DELUXE NEUT NEUTRAL TSP TWISTED SHEILDED PAIR H-O-A HAND -OFF -AUTO NJ NORMAL -JOG TSTAT THERMOSTAT DCS DISTRIBUTED CONTROL SYSTEM H-O-R HAND -OFF -REMOTE NIL NIGHT LIGHT TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR DCU - X DISTRIBUTED CONTROL UNIT NO. X HP HORSEPOWER NO NORMALLY OPEN TYP TYPICAL DEMO DEMOLITION HPF HIGH POWER FACTOR NOTC NORMALLY OPEN TIMED CLOSED DISC DISCONNECT SWITCH HR HOUR NP NAMEPLATE UHF ULTRA HIGH FREQUENCY DIV DIVISION HS HAND OPERATED SELECTOR SWITCH NTS NOT TO SCALE LING UNGROUNDED DPDT DOUBLE POLE DOUBLE THROW HVAC HEATING/VENTILATION/AIR CONDITIONING UPS UNINTERRUPTABLE POWER SUPPLY DPST DOUBLE POLE SINGLE THROW HZ HERTZ O OPEN OR OPENED UVR UNDER VOLTAGE RELAY DS DOOR SWITCH O-C OPEN -CLOSE IC INTERRUPTING CAPACITY O-C-A OPEN -CLOSE -AUTO V VOLT I/C INSTANTENOUS/CONTINUOUS LOAD OL OVERLOAD RELAY VA VOLT AMPERE IGN IGNITION O-O ON -OFF VAR VARMETER IJB INSTRUMENT JUNCTION BOX O-O-A ON -OFF -AUTO VB VACUUM BREAKER IMC INTERMEDIATE METAL CONDUIT O-O-R ON -OFF -REMOTE VCP VENDOR CONTROL PANEL INST INSTANTANEOUS OPT OPTIONAL VFD VARIABLE FREQUENCY DRIVE INSTR INSTRUMENT O-R OFF -REMOTE VHF VERY HIGH FREQUENCY INT INTERLOCK O-S-C OPEN -STOP -CLOSE VHO VERY HIGH OUTPUT VM VOLTMETER J JUNCTION BOX P POLE VP VAPORPROOF PB PUSHBUTTON / PULL BOX VR VOLTAGE REGULATOR K KEY INTERLOCK PCP - X PUMP CONTROL PANEL NO. X VS VOLTMETER SWITCH KV KILOVOLT PCs PVC COATED GALVANIZED STEEL CONDUIT VT VOLTAGE TRANSFORMER KVA KILOVOLT AMPERE PCM PROCESS CONTROL MODULE VTP VOLTAGE TEST POINT KVAR KILOVAR(REACTANCE) PE PHOTOCELL KW KILOWATT PF POWER FACTOR W WATT/ WEST/ WIRE PH PHASE WT WATER TIGHT PLC PROGRAMABLE LOGIC CONTROLLER WP WEATHER PROOF PMP PUMP PNL PANEL XFMR TRANSFORMER PRI PRIMARY PS PRESSURE SWITCH ZS POSITION SWITCH PT POTENTIAL TRANSFORMER _ - - - PVC POLYVINYL CHLORIDE RIGID PLASTIC CONDUIT PWR POWER 60% DESIGN SUBMITTAL Ca/WOan �-- `ALo `" �s CITY OF WESTVIEW LIFT STATION ^ DEC2009 FINAL DESIGN AND CONSTRUCTION SERVICES " d =✓Elm m RENTON Engineers ... Working Wanders With WaterTM CJ DATUM _ Planning/BaildiroWPobocWorks Dept. ABBREVIATIONS 4GE-02 NO. REVISION BY DATE APPR -- """"'O"`= .,. a. (N)PUMP NO. 1. d F 'NG (E) CONDUITS (N)PUMP I NO. 2, ` GP-02 ° NL901 TYR (N) SUBMERSIBLE r LEVEL TRANSMITTER N ° HATCH caro/lo Engineers... Working Wonders With Water - —� PUMP NO. 1 CHECK VALVE _ _ — _ _ _ _ LIMB SWITCH — — — — — — — _-- _ — _ — — — — — — — — _— _ _ _ _ O r 7 - i e O \ \ \ I (N) LEVEL SWITCHES _----_.—_—ter _ — — — ------ _ �`. --------- V—_.—_----__. __ — — ----- — U _----- (E)CONDUIT i��--------�._-- ------ -- -------------- _/���------------------------------—--------------- A LIFTSTATION POWER PLAN - FILE: 8235A-50.100.dwg —EXISTING POWER PANEL CORD CONNECTOR KELLEMS GRIP 18" MIN. I PUMP NO. 2 CHECK VALVE i LIMIT SWITCH VALVE VAULT COVER INTRUSION SWITCH 5 i i VALVE 1 VAULT SUMP PUMP EXISTIC CON DU POWER PANEL . V' r EQUIPMENT CABLE CORD CONNECTOR O3 1 PCS CONDUIT NEW CONDUIT EXISTING CONDUITS TO VALVE VAULT TO WETWELL t� POWER PANEL ELEV/DETAIL SCALE: 1,7E FILE: - KELLEN CROUS ARKTIT RECEP PLUG C FACTO( GENERAL NOTES: 1. LOCATION OF EXISTING UNDERGROUND CONDUITS IS APPROXIMATE. "AS BUILT" DOCUMENTATION IS NOT AVAILABLE. KEY NOTES: OREMOVE EXISTING LEVEL SWITCHES AND PROVIDE FOUR NEW LEVEL SWITCHES. TERMINATE NEW IN SAME LOCATION AS EXISTING SWITCHES. OROUTE TRANSDUCER CABLE THROUGH SAME CONDUIT AS LEVEL SWITCHES. OREMOVE EXISTING CONDUIT FROM PANELTO POINT INDICATED. PROVIDE HUBBLE CORD CONNECTOR SHC1 D42CR OR EQUAL. OINSIDE OF WETWELL IS CLASSIFIED AREA. INSTALLATION OF ALL EQUIPMENT SHALL MEET THE REQUIREMENTS OF r� p q 1 nIV 1. EXCEPT CLASS 1 DIV 2. / N weT KIE4e- )RD CONNECTOR R OR EQUAL (-C-'� WETWELL SECTION SCALE: 112" = 1'-0' FILE: 8235A-05-300.Cwg 60% DESIGN SUBMITTAL r- — ® ® — — e — — ® — — POWER PANEL ® — ® — — ® — — ® — ® — ® — CONTROURTU PANEL 120124OV, 10 60HZ I TM MNTERLOCKL _ \ TM ` HMCP -I.\ HMCP I �� —/{ J JFVNR FVNR SIZE 1 T SIZE 1 }) I EXISTING �l 9 gg CONTROLS � t o o© o m ®m m m — e— o e o— v— o -- Q ®— e-- J L -------- J U U U cc y y N L I G u V 0' a a a EMA 3R I Z 2 Z METERING I a a Na PSECTION E i 0.5 2 2 MOBILE GP-01 GP-02 GENERATOR RECEPTACLE 120VAC 240VAC 240VAC UTILITY ti '`� FLA=9.8 FLA=12 FLA=12 F VALVE VAULT LIFT STATION LIFT STATION TRANSFORMER SUMPPUMP PUMP1 PUMP2 A LIFTSTATION ONE -LINE DIAGRAM S FILE: 8235A-89-601.dwg Engineers... Working Wonders With Water "' GENERAL NOTES: KEY NOTES: OCONNECT NEW FLOATS TO SAME TERMINALS AS REMOVED FLOATS. OCONNECT NEW LEVEL TRANSMITTER TO FIRST AVAILABLE ANALOG INPUT. OCONNECT NEW SWITCHES TO INPUTS AS DIRECTED BY THE OWNER 120 VAC EXISTING CONTROL LSHH PANEL MANUFACTURER'S o—=. PUMP 1 CHECK VALVE CABLE (TYP.) I LIMIT SWITCH LSH PUMP 2 CHECK VALVE LIMIT SWITCH LSL VALVE VAULT i INSTURSION SWITCH LEVEL (FLOAT) SWITCH (fYP.) LSLL FILE: 1201240 VAC MANUFACTURER'S CABLE T LT PUMP PUMP VALVE VAULT SUMP PUMP C SCHEMATIC DIAGRAM 2 PQWER PANEL SCALE: NTS FILE: 60% DESIGN SUBMITTAL