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Home My WebLink AboutS-406302r-, RECORD SANITARY SEWER DETAILS o FOR N CHICK=FIL=A RENTON RECESSED LIFT POCKET SEWER 000�[ 10-1/2" 14" - �- 12-3/4" 12-1/4' CAST IRON RING ANO Not to Scale FRAME OR DABLE NOTF1 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. N0. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. AI STD. PLAN - 403.1 VQPUBLIC WORKS 8" OR 6" CLEANOUT APPROVED DEPARTMENT FOR SANITARY SEWER MAIN SANITARY SEWER CLEANOUT NOT TO SCALE J LJ m Q Q O Ln N O N 0 LJ LJ I of U) m 0 / Q0 rn 00 / m O O O 00 w Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 425.251.6222 barghausen.com SECTION 18, TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 - 7,000 Gallon System Dim "A" Clear Access Opening Contractor To Core Drill Or Knockout Pipe Hole In Field Grout Both Sides Knockout Typical - -1 / LJ A- ;+ + +- A N E 1 1 o Precast Divider Draft = o 1'-0" o DETAIL 1 PLAN VIEW Slot Both Sides Locking Frame & Cover Vent Pipes Adjust To Grade Air & Gas Tight Optional 3 Places (2 Places On 577-GA) N 0 Inspection Tee INLET -- Typical�l �L---------------�-�� I� - OUTLET n------ LJ I I o I I, Tee or U D Elbow cc Dim „E" o o f o Q Water Depth o 0 0 ca E LJ N LJ � 0 • •o Grout All Around Slat 2 Both Sides 1 3 Length 3 Length SECTION VIEW AA Gallon Capacity 600 800 1 OOA 1500 0 2500 3000 4000 5000 6000 Model No. 57 A 577-GA 4 -GA 5106-GA 612-GA 2-GA 712-GA 712-GA 814-GA - A 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-8" 12'-8 3'-1" 13'-1" - 19'-11" 19'-11" Dim "B" 4'-8" 5'-0" 5'-8" 6'-8" 6'-8" 8'-0 9'-7" 9'-11" 9'-11" Dim "C" 7'-0" 1 7'-0 7'-2" 7'-2" 8'-0" 8'-0" -7•, 8'-7" 1/2" 10'-5" 10'-5" Dim "D" 3'- 4'-8" '-2" 4'-3" 4'_7" 1/2" 5'-1" 6'-8" 7'-4" '-1" 8'-0" Water Depth Dim "E" -3" 4'-4" 3'- 3'-11" 3'- 4'-9" 4'-8" 6'-3" 6'-1" 5'-8" " Design Criteria: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Storage -Capacity Per Peak Hours x Rate x Time x Factor In Gallons SCALE: 3/8 = V-I Notes: 1. Concrete: 28 Day Compressive Strength f'c = 7000 psi 2. Reber: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer OLDCASTLE GREASE INTERCEPTOR NOT TO SCALE AS -BUILT PLANS MM 3/15/21 1 NO. REVISION BY DATE APPR SURVEYED: RLH DESIGNED: JC DRAWN: CMS CHECKED: AEM APPROVED: CR J SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF RENTON WASTEWATER NOTES Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. RFS J&S G pF W y� ti z s F01STERN s/DNA L VERTICAL: NAVD • C I T Y O F HORIZONTAL: NAD 1983/183/1991 -PRIRENTON Planning/Building/Public Works Dept. ® Know what's below. p Call before you dig. 1 Dial 811 s S-406302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD SANITARY SEWER DETAILS 0 FOR CHICK-FIL-A RENTON 375 RAINIER AVE S RENTON, WA 98055 STORE NO.:04249 DATE: 12/19/2019 FIELDBOOK: PAGE: C8.1 SHEET: 4 OF: 24