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HomeMy WebLinkAboutWTR2703142_7May 25, 2004 Dan Buno FAX C,71D cow PG17- JI-J6 1 / Zo0q czktk 20219 99'h Avenue SE Snohomish, WA 98296 SUBJECT: REVIEW OF SUBMITTALS FOR TALBOT HELL WATER MAIN REPLACEMENT PROJECT, PHASE 1 Mr. Buno: We have received on May 21, 2004 your submittals dated May 21, 2004 for the materials to be used on the City's stormwater and water main improvements portion of the above project. Our review comments are: DESCRIPTION Specifications STATUS No. 1 Class 52, Ductile Iron Pipe 7-11.3(6) & Approved by Pacific States 9-30.1 2 Northtown Company 7-11.3(6) & 9- Approved 30.1 3 Tyler DI Fittings (Mechanical 7-11.3(6) Approved with conditions Joint and Flanged Fittings only) All DI pipes and fittings shall be polywrapped with 8 mil. Polyethylene plastic per AWWA C105 4 ROMAC tapping sleeve FTS 420 9-30.3(8) Approved with conditions with fusion epoxy coating 8-12 Tapping sleeve must have fusion epoxy - mil coat inside and outside. Wet -tap must be done by City -approved Wet -tap contractors. 5 Mueller Super Centurion Fire 9-30.5 Approved with conditions Hydrant Install per Renton Standard Details shown on Standard Detail BR41. 5" Storz adaptors are required. 6 Mueller Gate Valves -Resilient 9.30.3(1) Approved with conditions Seated (6", 8") Use MJ x MJ, MJxFL, FLxFL valves only Install per Renton Standard Details shown on Standard Detail BR46. 7 Olympic Foundry, Inc. 9.30.3(1) Approved with conditions Valve Box Install per Renton Standard Detail BR46. 8 Carsonite Utility Marker 9.30.3(5) Approved with conditions Valve Marker Posts Install per Renton Standard Detail BR46 HAFile Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-3142 Talbot Hill Phase IWONTRACTOR CORRESPONDENCE\Submittal Review.doc\r F June 1, 2004 Page 2 9 Harrington Permanent Hydrant 7-14.3, Approved with conditions Storz Adapter 9.30.5 Install per Renton Standard Detail BR24 10 Crispin UL Series 1" Air& 9.30.3(7) Approved with conditions Vacuum Release Valve Assembly Install per Renton Standard Detail BR50 11 4"-ROMAC Coupling Style 501 Approved with conditions Only use for connection between pipe with dissimilar materials or different Outside Diameters (OD's) - Use DI (MJ) long body solid sleeves for all other connections between similar pipe materials and OD's. 12 Cerro Copper Water Tube, 7-15.3, Approved with conditions Type K 9.30.6 Install per Renton Standard Detail BR41 13 Mueller Service Brass Fittings and 7-15.3, Approved with conditions Water Meter Setter 9-30.6 Install per Renton Standard Detail BR41. End connection types must conform to Renton Standard Details for water service installation, and for meter setter ends. 14 Fogtite No. 2 Meter Box 7-11.3(6), Approved with conditions 9-30.3(7) Install per Renton Standard Detail BR50 15 Mid -States Plastics, Inc. MSP 7-15.3 NOT Approved. l Z.q-1e, Ductile Iron Covers Revise and install per Renton Standard Detail BR41 to equal MSCBC-i5R1!R w/ reader lid and 1 5/8" drilled hole for touchread pit lid. 16 Mid -States Plastics, Inc. MSP 7-15.3 NOT Approved. Plastic Water Meter Box Revise and install per Renton Standard Detail BR41 toequal 44SBtTr-7M. MSC,C,C.-132y -R We have not received submittals on 6" and 8" Long Body type solid sleeve, and sources for materials for select backfill, rocks for base and top course. -2- Dy Sincerely,\/ l Rick Moreno, Project Manager Abdoul Gafour Water Utility Water Utility Engineering Supervisor rmoreno@ci.renton.wa.us agafour@ci.renton.wa.us Phone: 425-430-7208 Phone: 425-430-7210 Zs q `a9 - 15 33 131x Z4N "5277 6PLASTIC METERAL TO MID -STATES PLASTIC. I CF SERIES MSBCFWITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER } WOW EQUAL TO MID -STATES PLASTICS, INC. MSCBC R WITH READER LID AND 1-5/8" DRILLED HOLE FOR CHREAD PIT LID (SEE -A) 13Z�-_fit 9" MIN 12" MAX FINISH GRADE .. z ¢ a 36" MIN COVER 0 N o v NEW DUCTILE IRON WATERMAIN I Z IN UNIMPROVED RIGHT OF Z J WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w . LONG COPPER TAILPIECE. w . a a I SIDEWALK a. a TOUCHREAD WATER METER TO BE SUPPLIED BY THE CITY CITY PIPING —� 12 TYPE "K" SOFT COPPER TUBING PRIVATE PIPING IF SERVICE LINE TO HOUSE IS L3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIDT PLUG x COMPRESSION COUPLING zxa 0o N 0 V / L LOOP DOWN TO CENTERLINE J3- Zit 7 Q - Z A OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR ELLER: B-142 3/4 WITH ANGLE BALL VALVE ON INLET AND SINGLE CH LVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-4_ 4G. OR (CC). PACK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1427- L3- 24 }C , ZA (3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIP (1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A— A DRILL 1-5/8" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L 2-1/2" MIN. FROM NEAREST r — AND FRONT EDGE OF PIT LID I TYPICAL NOTE: RIB I l THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH ERIB SPACING ALLOWS TO TIGHTEN AGAINST THEOPENSIDE OF MOR THE NUT THAN () 1 + " 1' % -t� `S ONE RIB. 3/4" & 1" WATER SERVICE ADOPTED v CITY OF RENTON ` + STANDARD PLANS IST DATE: 04/04 DWG. NAME: BR41 SP PAGE: B106 Punch list for water main replacement -Talbot Hill W.T.R-27-3142 09/13/04 inspector -Ron McPhee (206) 999-1831 Meter boxes Broken lids 1819 Davis ave so 1517 Morris ave so 1609 Morris ave so 1719 Morris ave so 610 S 15th Drill hole for touch reads 628 S 15th 617 S15th Install touch reads 617 S15th 1519 Talbot rd so Fire Hydrants 1814 Davis ave so -install storz All hydrants need blue reflectors installed in road 1814 Davis av so -need to dress gravel shoulder to drain into C.B 1608 Davis av so -need to expose hydrant foot valve and inline valve also clean ditch at the end of the culvert also replace beauty bark around hydrant and meter box 631 s 15thst expose two-inch valve box Talbot rd so STA 42+90 remove three valve boxes-STA 43+79 raise and center three valve boxes in asphalt-STA44+13 eight -inch wet tap install valve nut extension 613s16thst-expose foot valve Replace fog line—sl5thst at Smithers ave so and on Talbot rd so at Sol6thst Asphalt Seal all seams with AR4000 1523 Talbot road so install berm and repair grass Fix low spot (bump) in transition at crossing of sI5thst at Morris ave so (most western crossing) S 15thst at Morris av so (most eastern intersection) replace asphalt in abandoned valve box ag- 6LAt1+5 ate, req)141r� �' ✓ 11 �- 17— Oct µ, Rom, ram. t (l3 Sj l6 �4 s Or tr e0 t a c-erJQ j Ron McPhee - Talbot Hill. DOC Pagel CITY OF RENTON MAINTENANCE ADMINISTRATION SECTION "WALK-THRU" INSPECTION PUNCH LIST" DATE: 9/22/2004 TO: Kayren Kittrick FROM: Bill Wressell PROJECT NAME: Talbot Hill Water Main Replacement Phase I INSPECTOR: Ron McPhee Bill Wressell 1. 3 water valves low on S 18'b and Morris Av S 2. Asphalt bad on S 18' and Morris Av S 3. Asphalt bad on S 19`h and Morris Av S 4. Asphalt bad on S 17' and Morns Av S 5. Seal patches on Talbot Rd S 6. Seal patches on S 16`h St 7. Seal patch at 1632 Morris Av S 8. Seal across from 1523 Moms Av S 9. Seal Smithers Av S at S 15' St 10. Seal patch at 711 S 151' St 11. Seal patches at Shattuck Av S and S 19" St JASTREET\PMS\WALKTHRU\Talbot Hill.DOC t 7 Kathy Keolker-Wheeler, Mayor September 22, 2004 Dan Buno Buno Construction, LLC 20219 99th Avenue SE Snohomish, WA 98296 SENT VIA FAX 425-489-1533 CITY OF RENTON PlanningBuilding/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: TALBOT HILL PROJECT- FINAL WALK THROUGH Dear Dan: On September 13, 2004, the City provided a detailed punch list of items that require your attention in order to obtain the City's acceptance of the project. The remaining items listed below must be completed in order to close out this project: 1. Seal all seams within project area with AR4000 (S. 16th Street, and various locations as described in the original punch list); 2. Remove three (3) gate valve boxes in shoulder along Talbot Rd. S (adjacent to chain link fence and roadway shoulder); 3. Repair or replace Storz Adapter on fire hydrant fronting 613 S. 16th Street; and 4. Provide As -Built data for alignment of main, location of all gate valves, tee's, fire hydrants and tie-in connections. Your immediate attention to these items is appreciated. Please call me at (425) 430-7208 to set a time to evaluate all requests for change orders you have. Sincerely, If Rick Moreno Project Manager cc: Abdoul Gafour, Water Utility Supervisor Ray Sled, Water Maintenance Supervisor H:\File Sys\WTR - Drinking Water Utility\WTR-27 - Water Project Files\WTR-27-3142 Talbot Hill Phase I\CONTRACTOR CORRESPONDENCE\punch I ist.doc\RLM\tb 1055 South Grady Way - Renton, Washington 98055 R E N T O N 0 This paper contains 50 % recycled material, 30% post consumer AHEAD OF THE CURVE f UM09V,IJ_1_1'�a Complete Site Development Contracts -Commercial -Residential RECEDED NOTICE TO OWNER SEP' 0 2004 IMPORTANT: READ BOTH SIDES OF THIS NOTICE CAREFULLY CITYtrT�tI�,SRs T, N PROTECT YOURSELF FROM PAYING TWICE TO: City of Renton CETY OF REN T ON DATE: September 7, 2004 FP C!.f= 4 RE: Talbot Hill Water Main Replacement — Phase 1C Redmond, WA C!7" ;.,L:_, . , FROM: LAKERIDGE PAVING CO., LLC At the request of: Buno Construction LLC THIS IS NOT A LIEN: This notice is sent to you 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. Also take 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 famish labor, professional services, labor or equipment for the repair, remodel, or alteration of your owner -occupied principal residence and who are not paid, have a right to enforce their claim for payment against your 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 price you have not 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 the back of this notice for more information and ways to avoid lien claims. COMMERCIAL AND/OR 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 fail 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 mailed to you, unless the improvement to your property is the construction of a new single-family residence, than ten days before this notice was mailed to you. Sender: LAKERIDGE PAVING CO., LLC Address: PO Box 5430 — Kent, WA 98064 Telephone: (253) 631-8290 Brief description of professional services, materials, or equipment provided or to be provided: ASPHALT PAVING. �1 **IMPORTANT INFORMATION ON REVERSE SIDE** CC, P.O. Box 5430, Kent, Washington 98064-5430 Phone: (253) 631-8290 Fax: (253) 630-9709 Bellevue Phone: (425) 453-0073 Tacoma Phone: (253) 535-6305 Contractor's License # LAKERPC050JM P� m CPS- Keay-oy-c3j /�ivu,"I -IPA 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 filling a construction lien against your property. LEARN more about the lien laws and the meaning of this notice by discussing them with your contractor, suppliers, Department of Labor and Industries, the firm sending you this notice, your lender, or your attorney. COMMON METHODS TO AVOID CONSTRUCTION LIENS There are several methods available to protect your property form construction liens. The following are two of the more commonly used methods. DUAL PAYCHECKS (Joint checks): When paying your contractor for service or materials, you may make checks payable jointly to the contractor and the firms furnishing you this notice. LIEN RELEASES: You may require your contractor to provide lien releases signed by all the 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 APPROPIATE STEPS TO PROTECT YOUR PROPERTY FROM LIENS. YOUR PRIME CONTRACTOR AND YOUR CONSTRUCTION LENDER ARE REQUIRED BY LAW TO GIVE YOU WRITTEN INFORMATION ABOUT LIEN CLAIMS. IF YOU HAVE NOT RECEIVED IT, ASK THEM FOR IT.