HomeMy WebLinkAboutS-394403:3
:46"
20" 1 1 3/4"
DRILL AND TAP 5/8" - 11NC
o I HOLE FOR 1 1/2" x 5/8"
Of STAINLESS STEEL SOCKEVail 3 W 15fting Da 9
o HEAD CAP SCREW (TYP.) BeforejThney,,ea ffi Y ( )O
a e ma be in the seat frame or in the underside of
"T"
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)"
O O O O O O O O O O O O O
�12"
MAX. SEE NOTE 6
ver. The gasket may be shaped in section. The groove may be
�
I
MORTAR JOINTS) (3/8" MIN.)SEE NOTE 5/D
.rmachined.
�
I
o
O
3'
m ability is required on all frames, grates, and covers, unless
s ecited �i rwise in the Contract. Provide 3 holes in the frame that
CV
N
CONE (ECCENTRIC)
"
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
19/g" _ A are
I ----I _ _ A _ _ ..................
$ Q Qi41Mf$)�l$tl$ie grate or cover slots. The frame shall accept the
_------- 9/16" 5/8" - 1 NC X 2" Allen head cap Screw b being tapped, or other approved
(lYp R p Y g PP PP
I 1
M
LL
^
LL
mechanism. Location of bolt down holes varies by manufacturer.
O O O O O O O O O O O O O O
C>
STEPS - POLYPROPYLENE STEPS
a
6_1 /2 y SHALL BE INCLUDED
31/8" I 3. For bolt -down manhole ring and covers that are not designated "Watertight,"
the neoprene gasket, groove, and washer are not required.
-
4. Washer shall be neoprene (Detail "B").
yr (TYP.) SEE DETAIL "B" I 1/2" (TYP.)
�� J�o
GRATE SHALL BE 6 WIDE
DUCTILE IRON, HEEL PROOF TRENCH DRAIN GRATE
NR
LONGITUDINAL, ADA RATED, 4" MIN.
PER ZURN Z886-HPD OR SLAB
7' MIN.
A'
N RING PLAN RING PLAN 5. In lieu of blind pick notch for manhole covers, a single 1" pick hole is
acceptable. Hole location and number of holes may vary by manufacturer.
(ITEM N0. 18) OR 6 1/4 THICKNESS
APPROVED EQUAL. 4"
; CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
275/6"01 275/8" 6. Alternative reinforcing designs are acceptable in lieu of the rib design.
BLIND PICK NOTCH 26 3/8" 26 3/8"
DETAIL "A" 1" 1„ 7. For clarity, the vertical scale of the Cover Section has been exaggerated,
D o D ° o °. D �°
4 1 2" (TYP) LADDER -POLYPROPYLENE
I it is 1.5 times the horizontal scale (1H:1.5V).
° \
INVERT
/VAS o
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE
€° 5/8" fD 5/8"
24" 24"
M
�� ° VAjam VARIES
SEE PLAN
D � °
� CONCRETE SHELF
_ A .
2s s/a" 26 3/4" 1/4" 1/2" io
s4 va" 34 1/e" it
VA��VAi
PRECAST BASE SECTION
RING SECTION O RING SECTION �A
j ° p o
OR CAST IN SHELF.
Q\/\ SLAB
p D o _ \\�j\, THICKNESS
B
NOT TO SCALE
SKID GROOVE SKID GROOVE PATTERN
PATTERNDETAIL "A" "A" DETAIL
_.D D
4 MIN
SEE DETAIL SEE DETAIL
A' B' ' C' D E'
48" M H 48" 6" MIN. 5"MIN 24" MIN. 21 " I. D.
54" 8" MIN. 5.5" MIN. 24" MIN. 24" 1. D22
-- B °°°°--- --- B
TRENCH DRAIN
COMPACTED SUBGRADE PER ZURN Z886 OR
TO 95% MODIFIED RENCH DRAIN SECTION APPROVED EQUAL
54" MH .
60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" LD'
NOTES:
TOP TOP i o
17/16" BOTTOM BOTTOM �F,x M. A
WASHER o SPECIFY LETTERING GQ'oF was9�9��
15/16" (SEE NOTES) �17
PROCTOR
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
I � � ,�� Imo- �I � B
NTS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
_ S
24"
0e0e0)0)00)
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.00
COVER PLAN COVER PLAN O� y� nns3s �O
CISTL'� _ �$
»
eo
eee 4 MIN.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
F ♦�
ss
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
a �G
� TONAL �
OR SLAB
n
24 THICKNESS
BOND OR 1 /2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
UZI
� SEE DETAIL "B" w "' w
°p SEE DETAIL "A" ao SEE DETAIL "A"'
v2"(MIN.) iz 6 ,� n gmEg
�� a T 5
DD:::�
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
1/4" DOVETAIL GROOVE
CIRCULAR FRAME
171
WITH NEOPRENE GASKET � (RING)
TRECH DRAIN CATCH
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.
(SEE NOTES) _ AND COVER
1/4" 5/8" -m 1/4" 5/8"
�If� a
BASIN PER ZURN °
887-24 " OR
36"
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
I INGS POURED AT GRADE.
VE FINISHED GRADER R MUSSLOPEEINA MNIMUM 2IODIAMETER
BOLT-DOWNI WATERTIGHT
STANDARD PLAN B-30.70-03
DETAIL "B"
COVER SECTION OB COVER SECTION O SHEET 1 OF 1 SHEET
APPROVED EQUAL
NB
ME MATCH PAVING.
(SEE NOTE 7) (SEE NOTE 7) APPROVED FOR PUBLICATION
PUBLIC WORKS
DEPARTMENT
STANDARD SANITARY MANHOLE
STD. PLAN - 400.1
STANDARD BOLT -DOWN / WATERTIGHT Pasco Bakoti�ch 111 041261112
INEER DATE
TYPE 1 TYPE 2 Washington State Department of Transportation
SEPTEMBER 2011
ISOMETRIC VIEW
SLAB THICKNESS
V-,f0'�
TRENCH DRAIN CATCH BASIN
2
TRENCH DRAIN
COR STD PLAN 400.1 - STANDARD SANITARY MANHOLE
WSDOT STD PLN B-30.70-03 CIRC LAR FRAME RING AND COVER4
rci
I I EX. SEWER MAIN
BOLTHOLES - 3 PLCS
sNaon NOWUALLY S A 1 °
PROPERTY LINE
Ntlaaor 1Stl3 APART ❑N 23 1/16" (586mm)
B.C. (SEE DETAIL)
__--SPOOL (LENGTH AS NEEDED)
_
I 3'-0'
6" SEWER STUBE FUTURE 4" SIDE SEWER
Not to Scale
RECESSED
LIFT POCKET
FRAME r
3/4" LETTERING "SEWER" 2'-0' DIAMETER 2 -0'
�, x aAivaioN
�3 oetTteso
6 4
H 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE I "SEWER"
171
(2) BOLT SOC. (ALLEN HEAD)
a
RE
6" CAP WHITE WITH THE WORD
I STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
e � SEWER e
5/8" - 11 X 1.5 STAINLESS
N T O N
FINISH SURFACE PER PLANS
Z I WRAPPED AROUND THE STUD AND
I 0 EXTENDED To THE TOP OF THE STUD.
COUPLING (TYP.) r I
O O O STEEL
� � REF. PART #00981177
m�
0 0 r=0v
3
U-I
0 O O 1-3/16" T
SEWER Q
0 6'X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
E
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
2 ' "SEWER"
8° CLASS "B"
SAND OR
10-1/2" ASPHALT EXPANDABLE
APPROVED EQUAL, SPECIFY ON LID),
Of
(SEE STD. PLAN 403.1 FOR INSTALLATION)
-5/8"
= FOAM
-
MADE IN USA
COVER BOTTOM VIEW
NEAT -LINE TRENCH (TYP)
I
12-1/2"
1/4"� � =
COVER &FRAME
%\ WHEN DEPTH IS LESS THAN
vvi�
PLAN VIEW
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS & PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
2-1/4" BOLT DETAIL
45' (1/8) BEND
14/4"--�
12-3
C635mm] 1" (3) BLT SOC. (ALLEN HEAD)
3/4" �25rnrn7 5/8"-11 X 1.5 SS
RUBBER WASHER
TRENCH BACKFILL ER PROJECT'�
SEWER MAIN -2,09. MIN. SLOPE -�
\
\ `
I � �_II I
119mm]
SPECIFICATIONS.
\ FUTURE 4" SIDE SEWER
`6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
I \�
8"
�
I I
F- 222mm7 C64mm]
TYP
�P
�o
COVER SECTION VIEW
'N 6" MIN
���
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN -CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
12-1 4"
/ ��
EON BOLTING DETAIL
PIPE
a
N
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
�O
CAST IRON RING AND COVER
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
�P PIPE MATERIAL AS SPECIFIED
GBY THE ENGINEER
26C673rnmDIA
25 1/4" DIA C641mm] 1 1/16" 1/4"
~�
/'
CDF PER WSDOT STD SPEC 30" MAX 4» MIN
2-09.3(1)E
U
Go
c
E. MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS THE STRUCTURE
SHALL BE CORE -DRILLED.
C6mm1� 11ml /16"
1/4" (6 nr1) DIA F C27r1M1 C2 6
NEOPRENE GASKET 1
1
N
N
3000 PSi MIX /t~h G
CONCRETE �• .� PNO ���N
BLOCKING
45' (1/8) BEND
6" 1/8"
1 C152ram] C3mm1/8"
CR3mml
5/8" 23 3/8" DIA CL OPEN
C16mml 1594mml GASKET GROOVE DETAIL
NTS
CDF TRENCH BACKFILL
Q
/ G N2R MIN SLOPE
NOTES:
27 5/16" DIA
o
-----
HORIZONTAL
6" TEE
SEWER
6" MIN. MAIN SEWER MAIN
1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803 OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
)
C694mm7
34 1/8" DIA
NOTES:
C867mm]-394403
V
ETE BLOCKING
7�YPICA D s R
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
N
OF TEE AT MAIN BETWEEN 25GAND 45'
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
I
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
DEVELOPMENT ENGINEERING '
?
STANDARD SIDE SEWER
sTD.PLAN-406.1
STD. PLAN - 403.1
t
PUBLIC WORKS
1DR]
INSTALLATION
PUBLIC WORKS
tt
8 OR 6 CLEANOLIT
`�Y o
Gs "{ PUBLIC WORKS
STD. PLAN - 401
Ann Fowler 07/13/2017
APPR VED:
APPROVED:
DEPARTMENT
(SEWER MAIN TO PROPERTY LINE)
O
DEPARTMENT
Nuff
FOR SANITARY SEWER MAIN
- DEPARTMENT
MANHOLE FRAME AND COVER
DAT
WASTEWATER UTILITY t '
'
P Z w" "� D
�N tp
DECEMBER 2008
NTs
COR STD PLAN 406.1 SIDE SEWER INSTALLATION 5
NTS
811 OR 611 SSCO 6
COR STD PLAN 403.1
NTS
COR STD PLAN 401 FRAME AND COVER7
-STANDARD
-
-MANHOLE
mbenoit 07/13/2017
a
a
��� J. A�, ADDENDUM 3 4
28 17
5 17
SURVEYED:
SCALE:
n .
1 -20
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983�1991
83/1
o CITY OF
RENTON
SUNSET COURT APARTMENTS
1144-1158 HARRINGTON AVE NE
DATE:
5 5 201 7
/ /
0
a
1932 Flr$t AVe
Suite 201
, Seattle, WA 98101
� of wAS�/� � 4 ADDENDUM 4 5
�' �� v Gj
�1 �� F" z %� 2 PERMIT REVISIONS 5
CONFORMED SET 5
5 17
DESIGNED:
Lip
19 17
FlELDBOOK:
PAGE.
29 17
DRAWN. SWP
ONE INCH
p, 206,725.1211
f. 206.973.5344
4 PERMIT REVISIONS 6
e ��
DATUM
RENTON WA 98056
+
oRnwlNc No:
CHECKED:
r FINAL PERMIT SET 7
13 17
AT FULL SCALE
Planning/Building/Public Works
Dept.
�'
DATE
APPR
Z
engineering pIIc WWW,Ipdengineering.com
cS� AL
i � wl NO. REVISION BY
IF NOT ONE INCH
SCALE ACCORDINGLY
LMMY DETAILS
APPROVED:
SHEET: OF:1
1 7 8
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