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HomeMy WebLinkAboutS-3940070 I C I L F C W J 159 L eOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) RTA R.C. (SFE RFTATI ) COVER & FRAME PLAN VIEW COVER BOTTOM VIEW 25' DIA, (3) HLT SOC. (ALLEN HEAD) L635mm7� 1' 3/4' r 125mm] 5/B' -ll X 1.5 SS C19mm] J1 J1- RUBBER WASHER 8 3/40 L 2 1/2' 1222mm] 164mm] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA C673mm] 25 1/4' DIA l/4• E CASK] � Cfimm] 1 1/16' i/4' (Gmn) DIA C27mm] r 127mm] NEGPRENE GASKET 1 1 1152mm] C3nm] � 1/8' R3nm] 5/8' 23 3/B' DIA CL OPEN ❑6mm] 1594mm] GASKET GROOVE DETAIL 27 5/16' DIA C694mm] 34 1/8' DIA C8 67mm3 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST 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"). PUBLIC WORKS STD. PIAN- 401 DEI MANHOLE LRAM! AND COVER DECEMBER 2006 FOR SEWER MANHOLES IN ROW PUBLIC MANHOLE FRAME AND COVER DETAIL 1505 Westlake Ave. N. T (206) 522-9510 Suite 305 F (2D6) 522-8344 Seattle. WA 98109 w .PxLAWCm 7' I NOT TO SCALE MANHOLE FRAME AND COVER ee SEE e.e--FRAME � ADJUSTMENT RINGS (2" MIN.) C-5.1 C-5.1 SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN -4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 0 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON-SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A 0AUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C -J.1 S-394007 R-394047 111610101311 'A' 1 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" IN. 21" I.D. 54" MH 1 54" 1 B" MIN. 5.5" MIN. I 24" MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN 1 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. B. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND, THE USE SHIMS IS PROHIBITED 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLN -4001 (a PUBIJC WORKS STANDARD SANITARY MANHOLE DEPARENT SEPTEMBER 2011 CITY OF RENTON SANITARY SEWER MANHOLE DETAIL CITY OF RENTON STANDARD PLANS 1 1/2° CORE (TIP) 0 1' DIA LIFT HOLE 8 1/2" FROM CENTER OF COVER 2" RAISED LETTERS A 3/4" CORE (TYP) �TYP NON-SKID PATTERN ON 23' B.C. COVER PLAN FOR 5/8"-11 N.C.x1 1/4" S.S. SOC. HD CAP SCREW (3 REO'D) NON SKID PATTERN (TYP) n ,n N MACHINED SEAT � I } I /42 1/2" PACLAND SEAT SECTION A -A 2c" A 0AUM FRAIJIF PI AN WEBS 12" TH TAP: N.C. un to B.C. (TYP 3 PLACES) SECTION B -B FOR PRIVATE SEWER MANHOLES ON-SITE PRIVATE MANHOLE FRAME AND COVER DETAIL CITY OF RENTONASNOTED ''' CITY OF Approved by.Date_WF RENTON i Approved by.Date___ww"_wti LE ML A roved b Date___ DATUM PP y___ �wFF Planning/Building/Public Works Dept. Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L Cpm_ (_ STORE NO. 7252 THE AUTO SUPERSTORE SANITARY SEWER DETAILS /06/17 C -J.1 S-394007 R-394047 111610101311