HomeMy WebLinkAboutWWP2703771.1NOTE:
7' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN got
ADJUSTMENT RINDS (2" MIN.)
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 HE 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,
A. .B,
.C.
48" MH
54 MH
48" 6" MIN
54" 8" MIN
5"MIN 24 MIN. 1 27" I.D.
5,5" MIN. 24 MIN. 24" Litt.
60" MH
6C" 8" MIN,
6" MIN 42" MIN. s 3i1" hD.
I. 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,
6 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR Dry: Y.Y. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS :S PROH BITED.
7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASHER MC--AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE,
8, 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 PAMNG,
v PUBLIC WORKS STANDARD SANITARY MANHOLE STD. P - 400.1
DEPARTMENT SEP fEb1J3ER 2011
K
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mn)
DIA BC. (SEE DETAIL)
RENr fl -
\& SEWER
COVER & FRAME
PLAN VIEW
25' DIA,
1635rm1 1'
3/4' [25MMI
E19mr' ]
8 3d4` 22 112'
TYP
COVER SECTION VIEW
26 1/2' DIA
I673mr,1
25 1/4' DIA
1641IA 1 1/16'
1/4' i6mm> sTIA C27mml
NEOPRENE GASKET
I 6'
} (152r r l
/B' 23 3/8' DIA CL OPEN
1.16P" MI tS94e�rnl
27 5/16' DIA
1694mml
34 1/8' DIA
COVER BOTTOM VIEW
3) BLT SOC, (ALLEN HEAD)
5/$'--ll X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 lrib'
C6nrs3 �? € C27mml
Ira' j.
Mmml
IR3ron1
GASKET GROOVE DETAIL
1867nr,1 NOTES:
FRAME SECTION VIEW I. ALL COVERS SHALL BE LOCKING L='D PER EAST
J DAN !RON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATERR").
PUBLIC WORKS STD. PLAN - 401
DEPARTMENT MANHOLE FRAME AND COVER --
DECEMBER 2008
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
MONROE AVE. NORTH
INT'X MONUMENT /
FOUND TACK & LEAD
IN MONUMENT CASE
STA. 10+00, NE 7TH STREET
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NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
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SURVEYED: SCALE:
SITE SURVEY & MAPPING VERICAL: NAVD 1988
DESIGNED:
SCALE HORIZONTAL. NAD ,9W/199, CITY OF
D.L. OFFE, P.E. RENTON
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: AT
M
AT FULL scALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
c D " S- 3r710 I
EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE
APPR❑XIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND
UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N. NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO
RESP❑NSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER L❑CATI❑N,
CALL BEFORE YOU DIGI 811
S=377 10 1
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVA
By,;Date, r'
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By: Date:
By: Date:
By:Q�1 Date: 2 s-120ir
NE 7th NORTH PHASE 2 01/06/2015
FIELDSCOTT DONOGH HOMES, INC. PAGAGI-* 0K:
PE
SANITARY SEWER PLAN & PROFILE DRAWING NO:
3518 NE 7th Street
SHEET: 8 nc.
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