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Home My WebLink AboutS-426805SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 00 (0 N 1 ti N ^I li li W Z I— I.L Q a F_ V ) W —.11111 i 4 L I 1 U 172 n LC7 CD I CV CD CV CC CD U C/7 CD L(� Cl- �I LLJ / rn 0 CAI QD C3 n rn QD / 0 aD 0 rn / m DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 I DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B7BA3 I DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 � o�o SEWER'S I�--10-1 1' 2-1/4" I f 12-3/4" 1�1 i RECESSED LIFT POCKET 3/4" LETTERING "SEWER" (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS STEEL REF PART #00981177 CAST IRON RING AND COVER " 1 -3/16" __- 45' (1 /8) BEND Not to Scale FRAME DR )ABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, S-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 Aemb, STD. PLAN - 403.1 .pPUBLIC WORKS 8" OR 6" CLEANOUT "e Y , DEPARTMENT FOR SANITARY SEWER MAIN Martin PastUCIJA/26/2020 4 9 D DATE SPECIFICATIONS Notes: 1. 6" plain end inlet/outlet. 2. Unit weight - w/ cast iron cover: 190 lbs. (For wet weight add 1,043 lbs.) 3. Maximum operating temperature: 150' F continuous 4. Capacities - Liquid: 125 gal. Grease: 861 lbs. (118 gal.) @75 GPM Solids: 31 gal. 5. For gravity drainage applications only. 6. Do not use for pressure applications. 7. Cover placement allows full access to tank for proper A maintenance. 8. Vent not required unless per local code. 9. Engineered inlet and outlet diffusers with inspection ports Inlet are removable to inspect / clean piping. 10. Integral air relief / Anti -siphon / Sampling access. 11. Adjustable cover adapter provides up to 4" of additional height. 12. Designed for below -grade, above -grade, indoor or outdoor installations. 13. Safety Star®, access restrictor built into cover adapter, prevents accidental entry to tanks (450 Ib rating). Safety Adjustable Adapter with H-20 Rated Cast Iron Cover I� ENGINEER SPECIFICATION GUIDE Schier Great Basin TM grease interceptor model # GB-75 shall be lifetime guaranteed and made in USA of seamless, rotationally - molded polyethylene with minimum 3/8" uniform wall thickness. Interceptor shall be furnished for above or below -grade installation with adjustable cover adapter, Safety Star® access 13-3/8" restrictor built into each cover adapter. Interceptor shall be certified to ASME Al12.14.3 (Type D) and CSA B481.1. Interceptor flow rate shall be 75 GPM. Interceptor grease capacity shall be 861 lbs. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. q of CERTIFIED PERFORMANCE 6" Inlet Great Basin TM hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease 26-1/2" interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. Type D certification does not require a flow control MODEL NUMBER: GB-75 PROPRIETARY AND CONFIDENTIAL 15-3/4" TOP VIEW (COVER REMOVED FOR CLARITY) 47-1 /2" 024-1/2" TYP. SECTION A -A PART NUMBER: 4045-009-02 DESCRIPTION: GB-75 GREASE INTERCEPTOR 75 GPM, 6" INLET/OUTLET, H-20 RATED CAST IRON COVER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SCHIER PRODUCTS ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THEWRITPERMISSION OF SCHIER PRODUCTS IS PROHIBITED DWG BY: C. BUSENITZ DATE: 4/18/2022 REV: - ECO: . - A - t I 12:1 Cil of 6" Outlet 26-1 /2" 23-5/8.1 INVERT Static Water Line r—i r--1-r---------- _— Ex. SEWER MAIN I I I I PROPERTY LINE SPOOL I I z I H AS NEEDED) X-0' MIN 6" SEWER STUB I I t FUTURE 4" SIDE SEWER ( OC----------� I I ` I I I 1-• 2"x 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER' STENCILED SEWER MAIN TEE X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND #6 WARE SIDEWALK i z WRAPPED AROUND THE STUD AND i J EXTENDED TO THE TOP OF THE STUD COUPLING TYP ( I I I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8" IN DEPTH • I 1 -------------------------- r T_________ .• BEND AS 8' REQUIRED EXISTING SANITARY _ SEWER MAIN f-2 0% MIN SLOPE \\� l ` FUTURE 4" SIDE SEWER �\ -6" SEWER STUB 6"X6"X6" WYE \` FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB STD. PLAN -406.1 • PUBLIC WORKS APP by' INSTALLATION � DEPARTMENT Martin Pastucfa@✓26/zoz (SEWER MAIN TO PROPERTY LINE) Haea b°m 09886490 DATE ISOMETRIC VIEW END VIEW 111 WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 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, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 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 IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. 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 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR S PLAN - 413 w PUBLIC WORKS WASTEWATER UTILITY APPROVED DEPARTMENT STANDARD NOTES Martin PastuchaLO/26/2 v„am w"m,w.munn> DATE f1 R Gl1 V Rf111 V (ZURN MODEL Z450B-V OR APPROVED EQUAL) N TS NAVIX 'IITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 I f: 425-453-8208 www.navixeng.com �N,I ZABE?' of WA 41872 �' ��'GI STEg�� ssIONAL E�� /2/ 17/2 12 S-426805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rM 00 0 N to W O 1 N Q J ®SCHIER DEVELOPMENT ENGINEERING U P C U P C 6455 Woodland Dr Shawnee, KS 66218 yqi 12/20/2023 Tel: 913-951-3300 W ® C R Fax:913-951-3399 schierproducts.com Z FWASTE,WATER UTILITY0:] � ll 12/19/2023 Q 5 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 12.07.23 JET SURVEYED: SCALE: DATE: Z.NALL VERTICAL: NAVD 1966 WEST77 PARTNERS 12.07.2023 4 CIVIL CONSTRUCTION PERMIT COMMENTS NAVIX 10.20.23 JET HORIZONTAL: NAD 1983/1991 DESIGNED: ® CITY F FIELDBOOK: I` 3 CIVIL CONSTRUCTION PERMIT APPLICATION NAVIX 06.02.23 JET J.GREEN/D.RIDDLE II� LIVAWAY HOTEL ti 2 SITE PLAN REVIEW RESUBMITTAL NAVIX 03.03.23 JET DRAWN` RENTON PARK AVENUE NORTH PAGE: ® J.GREEN D.RIDDLE ONE INCH DATUM ' DRAWING NO: 4 1 INITIAL SITE PLAN REVIEW SUBMITTAL NAVIX 02.10.23 JET CHECKED: AT FULL SCALE RENTON WA 98057 C-5.2 0 J.TAFLIN J.GREEN IF NOT ONE INCH Planning/Building/Public Works Dept. W NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SANITARY SEWER DETAILS SHEET: OF: J. TAFLI N 30 41 300