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Home My WebLink AboutS-412308SECTION 08, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. M N Tom 04 li z O F_ z Lu w LL J ♦O /V O F_ Q r� LH I N N CD N ccT Q a) C/) cr) CD Ln WASTEWATER UTILITY STANDARD NOTES 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLOC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPVVA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPFCIFICATiONS- A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. ?. 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 INSPECTCR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONST'RUCTION- 4. THE HOURS OF WORK 1N THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR171NG BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST OE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBI-IG R I GHT-C F-WAY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTON 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 5O AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW 19-122 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 THL 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 (M3-19). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTIVI D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUlDING 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 ENCASED IN A STEEL CASING THAT EXTENDS A MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 316ANCH MINIMUM WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOW INSTALLATION OF THE SANITARY SEWER PIPF WHILE MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING SPACER MANUFACTURER- STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND FLEXIBLE ENDS SEALS. 10- OPEN -CUT ROAD OROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS S;F[ALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03.8(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 E❑FRON OF THE WSDOTlAPWA 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 GRA❑F SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTS❑ ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE VViTH 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 SURVt=YOR. STD. PLAN - 413 PRIPUBLIC WORKS WASTEWATER UTILITY AW ' �° - DEPARTMENT STANDARD NOTES GAZ 9/11/2019 1 NtU7xb�xme, rf,.,wmwa RATE GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600 — 7,000 Gallon System Dim 'A" _I Clear Access Opening Controttbr To Drill 4r Kno Hole in Groul Both Sides --Z- Precast (}i4+ider —� 1„ _ Oroft DETAIL 1 PLAN VIEW L5101 Bath Sides Locking rrome &Cover Vent Pipes Adjust To Grade Air & Go Tight Optional 3 Places (2 Places On 577-GA) f b Inspection Tee INLET - Typical "LY :i_ OUTLET Ter or I I Elbow - I $ Water Depth I I , LJ N L� a. e '0- 0% a '-0 Grout All Around �_ Slot Length @ol;h sides Leri th SECTION VIEW AA Galion Copocity 600 8uo 1C,00 1500 20UU 2500 30U0 4U00 5DUO 6005 70GO Mader No. 577-GA 577-GA 4484-U 510E-GA 612-GA 612-GA 712-GA 712-GA M4--Gk 816-GA 518•-GA Dim "A' 7'-0' T-0' 9'-D' ll'-2" 12'-S" 12'-B" 13'-1" 13'-1" 15'-7" 19'-11' 19'-11" Dim 'B- 4'-S' 4'-8- 9'-p" 5'-8- B'-a' B'-5" is'-D' a'-D" 9'-7" 9'-11" Dim -C- 7'-G" 7'-0- 7'-2" 7'- 2- 8'-O" sl-a. 8'-7- 8'-7" W-0 1/2" 10'-5' Dim -D- S-7" 4'-9- 4'-2" 4'-3- 4'-7- 5'-6 1/2" 5-1" 6'-8" 7'-4- 7'-1' a,-0" water Depth Dlm -E- S-3- 4'-4- 3'-10• S-1r- 1 S-9 1/2- c-9- 4'-8- 6'-3- 6--1 5-8• 6'-7 Design Criteria: UnHorm Plumbing Code - hpp"diK H Number OF Adaole want" Flew Retehlion $twOye - Cdpacily Per Peak Hours x Rote x Tlme x Factor In Gafians SCALE: 318 = V-0" Notes: 1. Conemter. 25 Day Compresalwe StF"lh f'c = 7000 psi 2. Re0ar. ASlW A-615 Crads 50 3- tlem5h: ASTM A-1$5 Grade 65 4- Design' ACI-318-02 pullding Cade ASTJ C-857 'Minimum Structural Design Loading For Underground Proccet Concrete UtRity Structures' S. Loads: 8-2D truck Whorl w/ W% Impact Per AASHTO B- FIII w/ Glean water Priur To $kart-r!p Of System 7. Ccn+lroalar To Supply do Install A!I Plping k Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer lams SFwxm fore SAW Tp Change Wilhoul Narice Issue Date- April2018 131 � 7592.2{1]& Oldcaslle precast, Inc. 1500 GALLON GREASE INTERCEPTOR N TS 2 RECORD DRAWINGS NAVIX 09.29.22 JET 0 ® 2 RECORD DRAWINGS NAVIX 06.10.22 JET �Q 1 RECORD DRAWINGS NAVIX 05.17.22 JET e NO. REVISION BY DATE APPR S-412308 T" M O O 1 O N O O O C6 r a M J N O N O O O 1 r lirA 14qAVlX a 'ITF I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com ��'1WA 6ABET ?� itally sign y nelle T flin Date: "`\�� UUUU 2022.09.3 . ,o„ 418726:4e:41- zoo m ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. NAVIX CERTIFICATION BY IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: Z NALL SCALE. VERTICAL: NAVD 1988 ARCO/M U BRAY HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: %J.GREEN '- � RENTON TOPGOLF RENTON DRAWN: 780 LOGAN AVENUE NORTH J.GREEN ONE INCH DATU M CHECKED: AT FULL SCALE RENTON WA 98057 J.TAFLIN IF NOT ONE INCH Planning/Building/Public Works Dept. APPROVED: SCALE ACCORDINGLY SANITARY SEWER DETAILS J.TAFLIN DATE: 09.26.2022 FIELDBOOK: PAGE: C-5.7 SHEET: 65 OF: 82 V♦ 0 z Q O V W w z O H z NW w LL tO V IL O F_