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HomeMy WebLinkAboutKC001396 - SUB0174A - COR - Old Castle Oil Water Separator 1-1 Response 01 33 00-A - 1 Submittal/Transmittal Date Stamp Submittal No. _______________ Date _______________ Contract No. Resubmittal Previous Submittal No. ___________ Subcontractor or Supplier:____________________________________________________ This section to be completed by Contractor. This Section to Be Completed By the County Item No. P/C Spec. Paragraph Contractor’s Cat. or Dwg. No. Description of Item Copies Subm. Review Action Notes Contractor certifies to Review of Submittal, Verification of Field Measurements and Compliance with Contract Documents. Legend – Review Action Distribution: By (Print) Date 1 No exceptions taken Initial Review Completed 2 Note Markings By Date 3 Comments Attached – Confirm Remarks: 4 Comments Attached – Resubmit 5 Rejected Engineering Support Group 01 33 00-A - 2 Review of Contractors Information Comments Engineer’s review is for general conformance with the design concept and contract documents. Markings or comments shall not relieve the contractor from compliance with plans and specifications nor any requirements of the Contract Documents. The Contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques or assembly and for performing his work in a safe manner. Engineer’s Review Routing Initial Date No Exceptions Taken Note Markings Rejected Comments Attached Response Required of Contractor Construction Division Use Only Confirm Reviewed Copies To: Date Constr. Division Files Resident Engineer Contractor Proj. Eng. Resubmit 33 40 00 - 1 SECTION 33 40 00 STORM DRAINAGE PART 1 GENERAL 1.01 SUMMARY A. This work includes construction, plugging, testing, adjusting, connecting to, cleaning and abandoning of storm sewers, drain pipe, underdrain pipe, and drainage structures. 1.02 REFERENCES A. This Section incorporates by reference the following documents. They are part of this Section only as specified and modified in the Specifications, and on the Contract Drawings. Reference Title COR City of Renton Standard Details (Appendix P) COK City of Kent Public Works Department – Design and Construction Standards COA City of Auburn – Engineering Design Standards and Engineering Construction Standards Part 1 and Part 2 TSS Technical Specifications Supplement to the Technical Specifications for this Contract. 1.03 SUBMITTALS A. Submit the following in conformance with Section 01 33 00 - Submittal Procedures: 1. Product data demonstrating requirements compliance for: a. Drain pipe and fittings. b. Cleanouts. c. Storm drain pipe, fittings, and gaskets. d. Precast concrete catch basins. e. Metal castings. f. Underground drainage geotextile. g. Mortar. h. Imported foundation, pipe zone bedding, and trench backfill materials. 1.04 QUALITY ASSURANCE A. Compaction Testing: 1. To ensure compliance with the specified requirements for Earthwork, the County shall provide the services of an independent testing laboratory. 33 40 00 - 1 SECTION 33 40 00 STORM DRAINAGE PART 1 GENERAL 1.01 SUMMARY A. This work includes construction, plugging, testing, adjusting, connecting to, cleaning and abandoning of storm sewers, drain pipe, underdrain pipe, and drainage structures. 1.02 REFERENCES A. This Section incorporates by reference the following documents. They are part of this Section only as specified and modified in the Specifications, and on the Contract Drawings. Reference Title COR City of Renton Standard Details (Appendix P) COK City of Kent Public Works Department – Design and Construction Standards COA City of Auburn – Engineering Design Standards and Engineering Construction Standards Part 1 and Part 2 TSS Technical Specifications Supplement to the Technical Specifications for this Contract. 1.03 SUBMITTALS A. Submit the following in conformance with Section 01 33 00 - Submittal Procedures: 1. Product data demonstrating requirements compliance for: a. Drain pipe and fittings. b. Cleanouts. c. Storm drain pipe, fittings, and gaskets. d. Precast concrete catch basins. e. Metal castings. f. Underground drainage geotextile. g. Mortar. h. Imported foundation, pipe zone bedding, and trench backfill materials. 1.04 QUALITY ASSURANCE A. Compaction Testing: 1. To ensure compliance with the specified requirements for Earthwork, the County shall provide the services of an independent testing laboratory. Rapid Ride Line Bus Rapid Improvements Renton Oil Water Separator 1-1 StacyWitbeck 2808 A Street S.E. Auburn, WA 98002 Phone: 253-839-3500 Ferguson Waterworks – Rapid Ride Line Bus Submittal Information - 25- 1517894 - Kent OWS 2-1 & 2-2. Renton, WA Regarding the Renton OWS 1-1: The coalescing media is 2’ long. There should be at least 6” on either end for removal and cleaning. With the dimension shown on the contract documents the vault does not have enough length to house the coalescing media. We do have a 4’x8’ and 4’x12’ form which will both house the coalescing media and likely one or both are also suitable for the baffle spacing required. See attached updated drawing. See attached LW Hatch H-30 specifications that would be utilized to meet the Loading Criteria LOAD LEVEL 6. See structural notes as called out on the Renton OWS 1-1 where applicable. The structural notes called out on 1DRD.06 are outdated, and not from the Auburn, WA plant. However,we have updated the structural notes on the Renton OWS 1-1 drawing where applicable. See attached Standard design values. Kent, WA Regarding the Kent OWS 2-1 & 2-2, a vault with 2’3” width and 6” walls is 1’3” wide inside. That would only house (1) coalescing pack and not meet the 27GPM flow rate. The 4’ x 6’ vault was submitted as the closest size available that would meet the flow rate. If this size can be utilized, the following criteria would be updated/correspond as with the Renton vault. See attached LW Hatch H-30 specifications that would be utilized to meet the Loading Criteria LOAD LEVEL 6. See structural notes as called out on the Renton OWS 1-1 where applicable. The structural notes called out on 2DRD.08 are outdated, and not from the Auburn, WA plant. However, we have updated the structural notes on the Renton OWS 1-1 drawing where applicable and can make the same changes on the Kent OWS 2-1 & 2-2 drawings. See attached Standard design values. Oldcastle does have staff that would like to work with the design engineer to come up with a vault configuration that is suitable. DESCRIPTIONREVISION BY A ADJ BAFFLE/WEIR LOCATIONS, CHANGED TO LW HATCH TMB 1 AB TMB FERGUSON WATERWORKS #3011 RAPIDRIDE I LINE RENTON, WA 4x8 CPS VAULT - OWS (1-1) DRAWING NUMBER REVISION 1021-26-1517894-003 OF SHEET SALES DRAWN ENGINEER CHECKED P.O. BOX 588 AUBURN, WA 98071-0588 PHONE: 800-892-1538 FAX: 253-735-4201 DATE CUSTOMER THI S D O C U ME N T I S T HE P R O PER T Y OF OL D C A ST LE IN F R AST R U C TURE IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY, AND SHALL NOT BE USED I N A N Y W A Y I N JU R IO U S TO T HE I N T E R E S TS OF , O R W IT H O U T T H E W R I T T E N P E R M I S S I O N O F O L D C A S T L E I N F R A S T R U C T U R E COPYRI GHT © 2 0 2 6 O LDCA STLE INFR AS TR UC TU RE . A LL R IGHT S RESERVED . 1/21/26 CUSTOMER LAYOUT 1A 4/14/26 GENERAL NOTES SHIPPING WEIGHT 4x8 CPS OIL BAFFLE: 4x8 CPS BASE: 4x8 CPS SEDIMENT WEIR: 4x8 COVER SLAB 3660 LW: 2. CUSTOMER TO: VERIFY ALL VAULT FEATURES FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM 1. WATER DEPTH: 4'-0" 4,100 lbs 1,100 lbs 1,100 lbs 15,550 lbs STRUCTURAL NOTES 1. CONCRETE: 2. REBAR: 3. WWF: 4. DESIGN: 28 DAY COMPRESSIVE STRENGTH f'c = 7,000 psi STRIPPING STRENGTH f'ci = 2,000 psi ASTM A-706 GRADE 60 ASTM A-1064 GRADE 65 ACI-318-11 BUILDING CODE 5. LOADS: 6. TOLERANCES:ASTM C-913 "STANDARD SPECIFICATION FOR PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" ASTM C-890 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES" LOADS AND LOAD DISTRIBUTIONS PER AASHTO HB-17 AASHTO HS-20 TRUCK WHEEL, 16,000 lbs 30% IMPACT FOR LESS THAN 2'-0" SOIL COVER 120 pcf SOIL DENSITY 40 pcf E.F.P. LATERAL SOIL PRESSURE ABOVE WATERTABLE 80 pcf E.F.P. LATERAL SOIL PRESSURE BELOW WATERTABLE 80 psf LIVE LOAD SURCHARGE ABOVE 8'-0" SOIL DEPTH TOP OF VAULT AT FINISHED GRADE WATERTABLE 5'-0" BELOW FINISHED GRADE (ASSUMED) 36" x 60" H-30 LW HATCH DRAIN - OUTSIDE 4 TON LIFT ANCHOR (4) PLACES IN BASE RIM EL = 31.21 4x8 COVER SLAB 3660 LW (SPECIAL) PLAN VIEW FRAMES & COVERS NOT SHOWN VIEW A A - 4x8 CPS SEDIMENT WEIR (SPECIAL) 4x8 CPS OIL BAFFLE (SPECIAL) COALESCING MEDIA 4'-6" TALL 4x8 CPS BASE (SPECIAL) 34"Ø LIFT INSERT (4) PLACES IN COVER 16"Ø FORMED HOLE FOR 12"Ø OUTLET PIPE *FAR SIDE* I.E. = 28.33 9'-0" OVERALL 6"8'-0" INSIDE CLEAR 6" 2'-8"2'-8"2'-0" 5'- 0 " O V E R A L L 4'- 0 " I N S I D E C L E A R 6" 6" 7'- 6 12" O V E R A L L 8" 6'- 0 12" I N S I D E C L E A R 10 " 4'- 0 " WA T E R L E V E L VIEW B B - 16"Ø FORMED HOLE FOR 12"Ø INLET PIPE I.E. = 28.56 1'-51516" 2'- 4 12" 5'- 2 " 2'-6" 2'- 1 34" 5'- 4 34" 36" x 60" H-30 LW HATCH DRAIN - OUTSIDE 4"4" Standard Assumed Design Values 2026 | Juneman Rev 2023-08-29 Standard Assumed Design Values To: Ferguson Waterworks From: Oldcastle Infrastructure Rapid Ride Line Bus 2808 A St SE Cities of Kent and Renton, WA Auburn, WA 98002 Below are Oldcastle’s standard assumed design values. These are used for standard product designed and manufactured by Oldcastle. Oldcastle makes no claim regarding the suitability of assumed design values for this project – it is the responsibility of the owner or their representative to provide project specific design values. STRUCTURAL NOTES 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH f’c = 6,000 psi 2. REBAR: ASTM A615 OR ASTM A706, GRADE 60 3. WIRE: ASTM A1064, GRADE 65 (SMOOTH WIRE) ASTM A1064, GRADE 80 (DEFORMED WIRE) 4. DESIGN: ACI 318-11 BUILDING CODE 5. LOADS: AASHTO HS-20 TRUCK, WHEEL = 16,000 lbs ASTM C857 OR ASTM C890¹ i. 30% IMPACT LOADING LESS THAN 2’-0” SOIL COVER ii. 120 pcf SOIL DENSITY iii. 40 pcf EFP LATERAL SOIL PRESSURE ABOVE GROUNDWATER TABLE iv. 80 pcf EFP LATERAL SOIL PRESSURE BELOW GROUNDWATER TABLE v. 80 psf LIVE LOAD SURCHARGE ABOVE 8’-0” SOIL DEPTH vi. GROUNDWATER TABLE 5’-0” BELOW FINISHED GRADE ¹ For utility structures, ASTM C857 “Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures” is used, for water and wastewater structures, “Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures” is used Access Hatch Model “HHS” and “HHD” (H-30 Rating) Aluminum Access Doors Both type “HHS” and type “HHD” features reinforcing channel framework that transfers the the load from the 3/8” aluminum diamond plate door leaf to the door frame, and our stainless steel spring lift makes the opening of our hatch doors easy. The locking support arm holds the doors open automatically. We use 3/8” neoprene to achieve a weather-tight seal. All hardware used on our hatches is stainless steel, 300 series, except the 1 ½” aluminum drain coupling and the removable handle used for access into the hatch. All LW HATCHES are provided with a self- latching stainless steel slam lock and with a recessed padlock hasp so they can be locked with a padlock. All type “HHS” and type “HHD” doors are designed for use in street locations where subjected to higher density traffic. May be cast in an 8” slab. Type “HHS” (Single-leaf door) Part # A B C D E F G HHS-1 24"x24" 24”x30” 24”x36” 24”x42” 24”x48”24”x60” 24”x72” HHS-2 30”x30” 30”x36” 30”x42” 30”x48” 30”x60” 30”x72” 30”x84” HHS-3 36”x36” 36”x42”36”x48” 36”x60” 36”x72” 36”x84” 36”x96” HHS-4 42”x42” 42”x48”42”x60” 42”x72” 42”x84” 42”x96” 42”x108” HHS-5 48”x48” 48”x60”48”x84” 48”x96” 48”x108” STANDARD SIZE Type “HHD” (Double-leaf door) STANDARD Part # A B C D E F HHD-1 36”x48” 36”x60” 36”x72” 36”x84” 36”x96” HHD-2 42”x42” 42”x48” 42”x60” 42”x72” 42”x84” 42”x96” HHD-3 48”x48” 48”x60” 48”x72” 48”x84” 48”x96” HHD-4 60”x60” 60”x72” 60”x84” 60”x96” 60”x108”60”x120” HHD-5 72”x72” 72”x84” 72”x96” 72”x108”72”x120”72”x132” Type “HHD” (Double-Leaf Door) Type “HHS” (Single-Leaf Door) LW PRODUCTS COMPANY, INC. “ACCESS DOORS BUILT TO LAST” 8333 –219th Street SE, Building A Woodinville, Washington 98072 Phone (425) 483-0300 Fax (425) 485-2058 SIZE LW PRODUCTS COMPANY, INC. 8333 219th Street S.E., Building A Woodinville, WA 98072 S P E C I F I C A T I O N S For: Type “HHS”,”HHD”, “HHD-SBS” and “HHTD” LW ACCESS HATCH Fabricated aluminum access hatches to support live load of H-30 wheel load with a maximum deflection of 1/150th of the span.. Door leaf shall be 3/8” aluminum diamond plate with support beams on the underneath side that will transfer the load bearing to the extruded aluminum channel frame that has a 1” anchor flange around the perimeter, and is equipped to receive a 3/8” round neoprene gasket for a weather tight seal and has the capability to achieve an air tight or odor tight seal. A 1 ½” aluminum drain coupling is integrated into the frame work for an appropriate water drainage. Compression springs are enclosed in telescopic stainless steel tubes which makes the opening of the hatch cover easy, smooth and controlled through both opening and closing. When the door leaf is opened in a vertical position it will automatically lock into place with a hold open arm that has a release handle. The hold open arm has a stainless steel pin attached so that it maybe inserted through the hold open arm to act as a secondary safety insurance. The door is equipped with heavy stainless steel hinges. The door latches shut with a stainless steel snap lock. A removable turn handle is provided for access into the hatch cover and a threaded cover plug for when it is not in use. Hardware used on all hatch covers is stainless steel, 300 series.H-30 Doors are also to be bolted down to the frame to reduce both noise and impact. Factory finish is a mill finish. Manufacturer shall guarantee against defects in material or workmanship for a period of five years.