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Home My WebLink AboutS-417204N T I N @ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved. These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights. These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC. DocuSign Envelope ID 3458681D-914F-4F2D-AB59-7C192D3978A3 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 TI IE LATEST EDITION OF THE VVSDOT1APWA 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 198311991 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 WORE( 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 CONTRACTORS RESPONSIBILITYTO 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 13USINESS 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 la -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), B SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900IC905 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 1N ACCORDANCE WITH STANDARD DETAIL 412 10_ OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SiJRFACkNG 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 WSDOTiAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 SPEC#FICATIONS 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 5 ,PLAN -413 �':~! PUBLIC WORKS WASTEWATER UTILITY APPROVED UR DEPARTMENT STANDARD NOTES Martin PastuchatO/26/2 DATE Abbey Road Group Land Development Services Company, LLC 2102 E MAIN AVE, SUITE 109 PUYALLUP, WA 98372 P.O. Box 1224, Puyallup, WA 98371 (253) 435-3699, Fax (253) 446-3159 2D I 1 A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08, TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON SANITARY SEWER NOTES AND DETAILS DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ---------- __, EX. SEWER MAIN I 1 1 I I I I I 1 —1 SPOOL I I I Z I I I 1 I (LENGTH C AS NEEDED) I I I I I I I I I I I 6" SEWER STUB i i M Fo:• 1 1 1 I I I I I I I I SEWER MAIN TEE X 6" TEE j SIDEWALK TYP I I I I I I I I I COUPLING 1 > ( ) L—J—L---------J I 0 0 II x I� . I - ---- --—— ——— ———— —— — — — ——— --- L---j BEND AS REQUIRED EXISTING SANITARY SEWER MAIN r \ 6" SEWER STUB `SEWER MAIN SIZE X 6" TEE PROPERTY LINE 3'-0" MIN -{ FUTURE 4" SIDE SEWER O`C\----------:B 2". 4" STUD MARKING POST PAINTED 6" CAP WHITE WITH THE WORD "SEWER' STENCILED IN 3" HIGH BLACK LETTERS AND N6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 6"X6"X6" SURFACE CLEANOUT MATH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8"IN DEPTH =3 FUTURE 4" SIDE SEWER 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER 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 do C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLNGS OR CORE —DRILLED MATH 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 SHAL_ 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 VRI PUBLIC WORKS APP V nWby- - DEPARTMENT INSTALLATION Martin PaStUCft@V26/202 VOMOF (SEWER MAIN TO PROPERTY LINE) 18iFD98E 449D P. Worts DATE ITY OF RENTON REDLINES 3.18.21 ITY OF RENTON REDLINES 5.24.21 ITY OF RENTON REDLINES 7.21.21 NO. I REVISION HJ 4/16/2021 IGH HJ 5/27/2021 GH HJ 17/27/2021 IGH BY I DATE I APPR SURVEYED: L. WALKER DESIGNED J. BROWN DRAWN: H. JASTRZEMBSKI CHECKED: J. BROWN APPROVED: G. HULSMANN l,: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. AGENCIES INVOLVED SHALL BE NOTIFIED WITHIN A REASONABLE TIME PRIOR TO THE START OF CONSTRUCTION. CALL BEFORE YOU DIG (811) WWW.WASH I NGTON811.COM S-417204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING A0WRL Wanders 12/20/2021 WASTEWATER UTILITY JStowell 12/21 /2021 DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 • T Y OF C M E I L I N VIEW 11 /24/2021 f;%R] I 1833 NE 12TH ST FIELDBOOK: RENTON RENTON WA 98056 PAGE: DATU " —• 7 DRAWING NO- Planning/Building/Public Works Dept. NOTES AND DETAILS SHEET: i7 OF 19 H H T N U ►�I