HomeMy WebLinkAboutS-3937020
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SANITARY SEWER NOTES AND DETAILS
FOR
UW MEDICINE -VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
7' 1
NOT TO SCALE
MANHOLF FRAME AND COVER
SEE STD, PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINTS) (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.
,A.
48" fMiH
48"
6" MIN.
5"MIN
24" MIN.
54" MIA
54"
8" MIDI.
5.5" MIN.
24" MIN.
60" MH
60"
B" MIDI,
6" MIN,
42" MIN.
NOTES
1. STEPS TO BE POLYPROPYLENE SArETY 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.
S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINAT10N OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, THE -USE OF SHIMS IS PROHIBITED.
7- 5ANITARY SEWER MANHOLES SHALL HAUL ALL INTERIOR SURFACES, INCLUDimG CHANNEuNG,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
S. 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 T+0 MANHDLL SHALL BE MADE U51NG GPK ADAPTOR, KOR-N-SI=AL 000TS OF?
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,
SM. PLAN — 401DA
+ PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
RECORD DRA WING
B❑LTH❑LES - 3 PLCS
EQIJALLY SPACED 120°
APART ON 23 1/16' (586plm)
DIA B.G. (SEE DETAIL)
RENT0O 44
SEWER %
COVER & FRAME
PLAN VIEW
25' 1IIA.
L635mml 1'
3/4' C'5firr]
C191gma
F- 8 3/4' 2 112
[222Mr1] C64r1m]
T YI'
COVER SECTION VIEW
26 1/2' DIA
C673mm]
5 1/4' DIA
1641mm] 1 1/16"
1/4' (6nn) DIA 127r)lga
NE❑PRENE GASKET I r
6'
C152r1r1]
R
5/8' J 23 3/a' DIA CL C]PEid
�1�13ma 1594rima
2/ 5/16' DIA
L694mml
34 1/8' DIA
Y fAi4R1h1
MUM
COVER BOTTOM VIEW
(3} BLT SOC. (ALLEN HEAD?
5/8'-il x 1.5 SS
RU$BFR WASHER
EON BOLTING DETAIL
I1 1/16,
1mri�,l [27mr,l
I
[3mm1
1/8*
C R3mml
GASKET GROOVE DETAIL
G867r,ir,] 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".).
- SM. PLAN — 401
PUBLIC WORKS MANHOLE FRAME AND COVER
+' DEPARTMENT
-- DECEMBER 2008
4 REWSED PER AS —BUILT COND177ONS
3 CP-03
2 CP-02
I ADDENDUM #2
REVISION
RECESSED
LIFT POCKET
3/4" LETTERING "SEWER"
(2) BOLT SOC. (ALLEN HEAP)
5/5" - 11 X 1.5 STAINLESS
STEEL
REF_ PART #00981177
5/a..
I� 1/
12-34"
CAST IRON RING AND COVER
8" CLASS "B"
ASPHALT
45' (1/8) BEND
"- 45' (1 /8) BEND
Not to Scale
FRAME
DIAMETER
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NQTES.
1. tS" AND B" CLEAN -OUT RINGS AND COMERS ON SEWER MAINS SHALL HE EAST JORDAN IRON WORKS, INC-
No. 3698 (PRODUCT NO. 003$9S03) OR APPROi+Ed EQUAL CI - PUT SHALL 6E A WATER TIGHT ASSEN81-Y.
2. A UNIMPROVED AREAS, POUR A 1'-O" THICK. Z-4" SQUARE
CDNCF?t TE, CLASS 3000. PAD AROUND THE RrNG AND COVER.
Aoftk
PUBLIC WORKS
DEPARTMENT
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN
SM. PL%N - 443.1
BY:
BY:
BY:
BY:
Q SAO1 �F W A Sy/
ycA
I — z
24661
NAL
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
3/13/2=
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SURVEYED:
BCE
SCALE:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
•
CITY OF
R RENTON
Plannin Buildin Public Works Dept.
g� 9� P
SANITARY SEWER NOTES AND DETAILS
UW MEDICINE — VALLEY MEDICAL CENTER
NORTH GARAGE EXPANSION
400 SOUTH 43rd STREET
RENTON, WASHINGTON 98055
CK
0911JI17
AS
DESIGNED:
ZTW
ZTW
02/24/17
AS
ZTW
01/30/17
AS
DRAWN
ONE INCH
ZTW
11/04/16
AS
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
BY
DATE
APPR
APPROVED:
03/13/2019
FIELDBOOK:
PAGE:
DRAWING NO:
SHEET: SJ.1 OF
S-393702
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