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Home My WebLink AboutW-423811A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. zl A utility tpeaticatlons P z C F } w Sanitary Sewer Notes and Specifications FINISHED GRADE Q N 5" TO 18" w A ° ° E a THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. H 6" MIN �j�\\;�\i;�j\i\� 6„ 1. All work and work material shall be in conformance with the standards and specifications MIN of the City of Renton Planning/Building/Public Works Department and the latest edition F 12" MIN of the WSDOT/APWA Standards and Specifications, as approved and modified by the E L M 4" D 12" MIN H City of Renton in the Renton Standard Plans & Specifications. A set of approved plans D N4" F�2" FINISHED MIN R „ 2" FINISHED shall be kept on site at all times during construction. B C G GRADE as a a GRADE T /\ G /\/\ \ a K a \ /\\/\\` 2. The hours of work in the street right of way shall be per City specifications on weekdays i `y�A , �� %; y,��j��i '��/�� /, /i�/��/i unless otherwise approved in writing by the Planning/Building/Public Works Department. G R 12" O F TO OWNER'S An approved traffic control plan must be obtained prior to beginning any work within L.L R MIN ELECTRICAL PANEL public right of way. W A � 1 6" SERVICE SERVICE MIN FROM METER D TO BUILDING 3. All locations of existing utilities shown are approximate and it shall be the contractor's Z MAIN 24" responsibility to verify the true and correct location so as to avoid damage or w NOTES: MIN 0 tea° disturbance. U 1. AIR AND VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED ATTHE HIGHEST POINT IN THE WATER MAIN. IF THE HIGH POINT FALLS D TO OWNER'S NOTES: C4. A pre -construction conference and a 24 hour notice shall be required prior to starting IN A LOCATION WHERE THE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF MAIN TO CREATE THE HIGH POINT AT A ELECTRICAL PANEL new construction. It shall be the contractor's res LOCATION WHERE THE ASSEMBLY CAN BE INSTALLED. 1. ALL RPBAs MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", ponsibility to secure all necessary PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. permits prior t0 starting construction. (Inspection will be accomplished by a Z 2. LOCATE METER BOX OUTSIDE OF TRAFFIC AREAS, BEHIND THE CURB. SERVICE B SERVICE representative of the City of Renton.) It shall be the contractor's responsibility to notify FROM METER TO BUILDING 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY MATERIALS THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON the Public Works inspector 24 hours in advance of backfilling all construction. Z WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. A CORPORATION STOP 1" BALLCORP WITH AWWA TAPERED (CC) INLET AND COPPER THREAD OUTLET, FORD FB600-4-NL OR EQUAL 5. Contractor is solely responsible for the means, methods and sequences of construction 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. O SWING JOINT 1" BRASS SWING JOINT and for the safety of workers and others on the construction site. NOTES: 4. PROVIDE MINIMUM 24" LEVEL, UNOBSTRUCTED AREA AROUND ENCLOSURE. 0 PIPE 1" TYPE "K" SOFT COPPER TUBING 1. THE RPBA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', 6. It shall be the responsibility of the contractor to obtain street use and any other related ,,�x O COUPLING 1" STRAIGHT COUPLING (MIPT x PACK JOINT), FORD C84-44, MUELLER H15428, OR EQUAL PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 5. EACH VALVE SHALL CAST, MOLDED, OR AFFIXED MARKED WITH MODEL NUMBER AND DESIGNATION ONTO THE BODY OR BONNET OF THE VALVE. ALLLL RESILIENT SEAT, SUCH FERROUS -BODIED VALVES "RS' OR R', WHICH MUST BE S SHALL BE COATED WITH A permits prior to any construction. W 0 GATE VALVE 1" BRONZE GATE VALVE, THREADED, RED -WHITE VALVE NO. 280, OHIO BRASS NO. 2500, OR EQUAL 2. THE RPBA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY MINIMUM OF 4 MILS EPDXY OR EQUIVALENT POLYMERIZED COATING. THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON MATERIALS 7. Plans approved by the City of Renton, Public Works Department shall take precedence U) 0 UNION 1" BRASS UNION WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. over all Other plans. LINE -SIZED WASHINGTON STATE -APPROVED RPBA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND 10�O PIPE 1" BRASS NIPPLE 3. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. O REDUCED PRESSURE FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE BACKFLOW ASSEMBLY WITH MINIMUM 3" CLEARANCE TO ALL SIDES AND MINIMUM 3" CLEARANCE TO CEILING WHEN VALVES ARE 8. A copy of these approved plans must be on the job site whenever construction is in AIR & VACUUM O RELEASE VALVE 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY, APCO NO. 143-C, VAL-MATIC NO. 201-C, OR CRISPIN UL10, FULLY OPEN progress. F-- OREQUAL ASSEMBLY MATERIALS l\B PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OI PIPE 1" GALVANIZED IRON NIPPLE 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary LINE SIZED WASHINGTON STATE APPROVED RPBA WITH TWO (2) RESILIENT SEATED SHUT-OFF VALVES AND O ADAPTER RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL sewer system, which has been stamped and signed by a licensed professional engineer REDUCED PRESSURE O BEND 1" 90' GALVANIZED IRON BEND OA BACKFLOW ASSEMBLY FOUR (4) RESILIENT -SEATED TEST COCKS. RPBA SHALL BE INSTALLED CENTERED IN THE HEATED ENCLOSURE OD WATER MAIN CLASS 52 DI PIPE (PExFL OR FLxFL) or licensed professional surveyor. WITH MINIMUM 3" CLEARANCE IN ALL DIRECTIONS O UNION 1" GALVANIZED IRON UNION E BEND 90' BEND (FLxFL OR FLxMJ WITH RESTRAINED JOINTS) O PIPE AND FITTINGS SIZE AND MATERIALS AS REQUIRED PER UPC REQUIREMENTS 0 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average 0 PIPE 1" GALVANIZED IRON PIPE, LENGTH TO FIT 0 PIPE PENETRATION SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 0 0 O ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION percent of maximum density. These compacted layers must extend for one pipe OM SWING JOINT (1) 2"X1" BELL REDUCER INSULATED ENCLOSURE SIZED TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL p ty p y p p (2) 2" 90- STREET ELLS O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS O ENCLOSURE (NOTE: BURIED VAULT IS NOT PERMITTED FOR RPBA) diameter on each side of the pipe or to the side of the trench. Materials to complete the W O PIPE 2" GALVANIZED IRON PIPE, LENGTH TO FIT, FIELD LOCATE 0 ENCLOSURE INSULATED ENCLOSURE SIZE TO FIT RPBA, ASSE 1060 CERTIFIED, SAFE-T-COVER OR EQUAL fill over pipe shall be the same as described. fill DRAIN ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL O BEND 2" 1800 RETURN BEND, OPEN PATTERN O ENCLOSURE DRAIN SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL DRAIN STANDARDS: <_1" RPBA = 3" DRAIN, 1 �" & 2" RPBA = 4" DRAIN O ELECTRICAL CONDUIT RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS 11. Open cut road crossings for utility trenches on existing traveled roadway shall be U Q STRAINER 2" BEEHIVE STRAINER backfilled with crushed rock and mechanically compacted unless otherwise approved by O CONCRETE SLAB CONCRETE SLAB SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER JO ELECTRICAL OUTLET 120-VOLT OUTDOOR ELECTRICAL OUTLET WITH COVER, INSTALL HEAT TAPE FOR FREEZE PROTECTION NTS OMETER BOX ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ CONCRETE SLAB (MINIMUM 2,000 PSI) SIZED TO FIT RPBA AND ENCLOSURE PER MANUFACTURER, Q METER BOX AND LID "RENTON WATER" OH BOLTS 3/8"X4" ANCHOR BOLTS PER MANUFACTURER OK CONCRETE SLAB -- Ut I itiy Plan General Sewer Notes I ,) REINFORCED WITH 6x6 W2.9x2.9 WELDED WIRE FABRIC U O GRAVEL 1 %4" WASHED GRAVEL OI GRAVEL 1 %4" WASHED GRAVEL 0 BLOCKING CONCRETE BLOCKING PER STD PLAN 330.1 LL.I STD. PLAN - 340.3 �� STD. PLAN - 360.1 �� STD. PLAN - 360.2 3/4 TO 2 RPBA 3 TO 10 RPBA (11R) PUBLIC WORKS 1r� AIR AND VACUUM RELEASE APPRoveD: PUBLIC WORKS APPRoveD: CAR) PUBLIC WORKS APPRoveD: DEPARTMENT VALVE ASSEMBLY DEPARTMENT HEATED ENCLOSURE INSTALLATION DEPARTMENT HEATED ENCLOSURE INSTALLATION BOLTHOLES - 3 PLCS Z DOMESTIC AND IRRIGATION SERVICES DOMESTIC AND IRRIGATION SERVICES EQUALLY SPACED 120• P nr orksadm TE P nr orksadm TE P,r orksadm TE APART ON 23 1/16' (586mm) sMapn rap 0 1 " Air Vac Assembly- 2" RPBA 2 4" RPBA 3 w� O DIA B C (SEE DETAIL) opr«oo 3 V) '-DocuSign Envelope ID 345B6$fD-9i-4F=4F2U-AB53-7-c1'-g2-o�BrgA _ __ _- . Ii % a JUtility Specifications RE N T O N BOLTHOLES - 3 PLCS a MANHOLE FRAME AND COVER EQUALLY SPACED 120° O 6" SEE STD PLAN 401 NvaaD i0sv'3 APART ON 23 1/16" (586mrn) bi SEWER yti O f 24" DIA B.C. (SEE DETAIL) Q 12" MAX ADJUSTMENT RINGS AND MORTAR JOINTS wSEE NOTE 3 s x aAieaiow OBLILE00 COVER BOTTOM VIEW B BELST OW OWSTEP SHALL THE COVER BE A MAXIMUM OF 18" ® ® a� v�� p COVER & FRAME 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for CONE (ECCENTRIC) a PLAN VIEW Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise RE N T O N approved by the City of Renton Public Works Department. Reference benchmark and 25' DIA 1• (3) BLT SOC (ALLEN HEAD) CG3O mml elevationare noted On the plans. STEPS - POLYPROPYLENE STEPS SEWER h~ ® C193/4" mml25mm] 5/ RUBBERBB X 15 SS WASHER 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the 6 1 j2{ SHALL BE INCLUDED �� satisfaction of the Department for the prevention of on -site erosion after the completion 5' MIN �_ 8 3/4• 2 1/2' of construction. Ar RUBBER GASKETED JOINTS SEE NOTES ""DE'" °s^ COVER BOTTOM VIEW C2T Pmml I64mmI COVER &FRAME COVER SECTION VIEW 14. All pipe and appurtenances shall be laid on a properly prepared foundation in PLAN VIEW accordance with the standards and specifications of the City of Renton 12" (TYP) BOLTING DETAIL 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 , IF REQUIRED, LADDER -POLYPROPYLENE 26 112' DIA SHALL BE ATTACHED TO MANHOLE 25' DIA. (3) BLT SOC. CALLEN HEAD) 1673mml Renton Standard Plans & Specifications. This shall include necessary leveling of the C635mm] 1" C25mm] 5/8"-11 X 1.5 SS 25 1/4' DIA trench bottom or the top of the foundation material, as well as placement and MAX PIPE SIZE - 'E' 3/4" RUBBER WASHER C641mm] 1 1/16' C6 M] t 1/16' compaction of required bedding material to uniform grade so that the entire length of L19mm] t/4 (6mm) DIA C27mmI I27mm1 P Q g � g g SHELF AND CHANNEL SHALL BE NEOPRENE GASKET the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be 3000 PSI CONCRETE ea ravel 6 inches above and below the pipe. 8 3/4' 2 1/2" 6" 13 8 i P 9 P P 1 I152mm] PRECAST BASE SECTION C222mm] C64mm] 15, Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034 r . * ' ` OR CAST IN SHELF TYP 15/8'6mm 23 3/8' DIA CL OPEN t ET COVER SECTION VIEW I16mm] C594mm] GASKET GROOVE DETAIL SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 13' a 27 5/16' DIA C694mm1 16. In unimproved areas, manhole t0 extend minimum 6 inches and maximum 12 inches COMPACTED SUBGRADE WITH 6" 34 1/8' DIA CRUSHED ROCK OR ADDITIONAL BOLTING DETAIL 1867mm3 NOTES above finished grade or must have minimum 2 diameter concrete ring poured at grade. NOT To SCALE MATERIAL SUITABLE TO In paved area, cover must slope in all directions to match paving. SUPPORT STRUCTURE 26 112" DIA FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE �~ C673mm] A LOCKING LID PER EAST JORDAN IRON WORKS 48" MH 54" MH 60" MH 'A' 'B' 'CC 'D' 'E 25 1/4' DIA C641mm] 1/4" <6mm> DIA FNEOPRENE GASKET 1/ " 1 1/16" 1 1/16" C27mm] [6mm] 127mm] 1 INC, PRODUCT NO 003/15/2 UK tIJUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER") 48" 6" MIN, 5"MIN 24" MIN. 21" I D 54" 8" MIN 15 5" MIN 24" MIN 24" 1 D 60" 8" MIN 1 6" MIN 42" MIN 30" 1 D STD. PLAN -401.1 NOTES. �� _•� PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 6" t/8 �1� DEPARTMENT 26/202 112:' 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED J I !tC152mmJ 13mm3 (CITY -OWNED) Martin Pastuc 5"Mo 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 1/8" IQXB"90 DATE 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 23 3/8" DIA CL OPEN CR3mm]A NTS 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR C16mmmm] C594mmJ GASKET GROOVE DETAIL Public Sewer Manhole Frame &Cove r APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 27 5/16' DIA 8 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 C694mm] 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE ONSIDE DIAMETER OF THE LARGEST PIPE S-42381 1 W-423&1 1 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 34 1/8" DIA 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" 1867mm3 NOTES: ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60' IN DIAMETER JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). DEVELOPMENT ENGINEERING r STD. PLAN - 400.1 -> PUBLIC WORKS ^° Q NJanders 05/10/2023 DEPARTMENT STANDARD SANITARY MANHOLE G artin PastuCA 21/212 1 12: STD. PLAN - 401 " GATE PUBLIC WORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2:12 P NTS NTS WATER UTILITY WASTEWATER UTILITY v�nrc works aam�msnam, NDATE ,-�- B• BRo Utiliti Plan General Sewer Notes 5 Sewer ManholeManhole over Frame 7 ABDOUL GAFOUR 05/12/2023 jstowell 05/15/2023 YDATE: Q. SURVEYED: PACIFIC SCALE HORIZONTAL: NAD 1983/1991 05 01 2023 G E N �RDAL NAVD 1988 SEATTLE SOUNDERS FC HEADQUARTERS / / COUGHLINPORTERLUNDEEN DESIGNED:L As SHOWN CITY OF VRRENTON & TRAINING CENTER PAGE: OK: Q Ir,C3�708R0 E R A STRUCTURAL CIVIL SEISMIC ENGINEERING DAWN JAS ONE INCH RENTON, WASHINGTON DRAWING NO: PAGE: sSIDNALE�G` 801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. UTILITY DETAILS C4.21 �/01�� T 0 R SEATTLE, WA 98104 www.cplinc.com WCA IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: STUDIO TBB 52 71 O N N U M N J IIr LU I— Z LU U Z Z I,,—x W IIr LU /I— I..L 10 LU 2 U LL LU 0 Z r0 V ) LU I— Q FLU VJ