HomeMy WebLinkAboutWWP2703895.3SEC. 11, TWP. 23 N, RGE. 5 E., W.M.
CD
u7
0mI
:!4z
zm
�_
D
�
Q1.
�
ppq��
Uri
Nz
W
m
m
�o
Cn
D
U)
Q)
IJ
D
z
T
m
N
0
(n
0
ii
m
c.0
I
0
cV
0
N
c
D
7'
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (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 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'
'B'
'C'
V 'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN. 21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24 MIN. 24" I.D.
60" MH
60"
8" MIN.
6" MIN.
42 MIN. 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.
6. 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 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-ARDSHIELD 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 DR
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.
Y
��®® PUBLIC WORKS P7JN - 400.1
`lr► ` DEPARTMENT 'STANDARD SANITARY MANHOLE
SEPTEMBER 2011
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (566r,r,)
DIA B.C. (SEE DETAIL)
COVER & FRAME
PLAN VIEW
25' DIA.__
E635mm] 1'
3/11 C25mm]
119MMI
8 3/42 1/2'
+--+ 1222mmI C64mm]
COVER SECTION VIEW
26 1/2' ➢IA
C673mm]
25 1/4' DIA
E GASKET
1 1/16'
1/4' (Gmm) DIA 127mm]
NEOPRENE GASKET
6'
C15' mm]
5/8' 23 3/8' DIA CL OPEN
116mm] 1594mm]
27 5/16' DIA
[694mm]
34 1/8' DIA
COVER BOTTOM VIEW
BLT SOC, (ALLEN HEAD)
5/9'-I1 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
C6mm] 127mm]
1/8'
C3mm]
1/B'
CR3mm]
GASKET GROOVE DETAIL
C667mm] 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").
STD. PLAN - 401
PUBLIC WORKS
DEPARTMENT MANHOLE FRAME AND COVER
DECEMBER 2008
MANHOLE FRAME AND COVER
PER DRAWING 401.
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
6"
MORTAR JOINTS) (3/8" MIN.)
j4"
SEE NOTE 5
MIN.
TO
"
12" MAX.
oa
24"
a c
a
if)
o
00
121 4
N
0
J
0]
Z
o.
J
Q
g
a
it
<
N
�
4" 54"
a
I
a
,a
44.
�6"
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.
6. 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 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 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 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.
♦'�Y o STD. PLAN - 400.2
�'� � PUBLIC WORKS SANITARY MANHOLE
111 o: DEPARTMENT SHALLOW SEPTEMBER 2011
i I EX. SEWER MAIN
••-•._ PROPERTY LINE
W (SEE NOTE
7)
LIMITS OF PIPE ZONE
-SPOOL (LENGTH AS NEEDED)
- -
i
I
3'-0'
5" SEWER STUBE
;;�
1 FUTURE 4' SIDE SEWER
SEWER MAIN TEE X 6" TEE
' 2"x 4" STUD MARKING POST PAINTED
'SEWER'
BEDDING MATERIAL FOR
6' CAP WHITE WITH THE WORD STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
SANITARY SEWER FIB`
C.D. OF
PIPE
i i
Z I WRAPPED AROUND THE STUD AND
: . EXTENDED TO THE TOP OF THE STUD.
(SEE NOTE J)
COUPLING (TYP.)
<
!
FOUNDATION LEVEL
6'X6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
6"
( (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY 'SEWER' ON LID),
D' I (SEE STD. PLAN 403.1 FOR INSTALLATION)
BEDDING FOR SANITARY
SEWER PIPE
I
r-----------
JIM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS -� &PLUG (OR APPROVED EQUAL)
REQUIRED
`EXISTING SANITARY =3
/ SEWER MAIN -" n4 um- SLOPE ,
NO TES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRE_.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE, HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS,
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS,
PUBLIC WORKS PIPE BEDDING STD. PLN - 405
-' DEPARTMENT FOR SANITARY SEWERS
OC70HTK 20:2
�\ �6" SEWER STUB `-6'X6'X6' WYE `FUTURE 6"x 4" REDUCER I
SEWER MAIN SIZE X 6" TEE
6CCEETABLF__PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN I,
A. VITRIFED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k 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)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
i
fNS
S�
3000 PSi MIX 1.
CONCRETE ' }
BLOCKING �!� 15 /kp'I• 0�0
M
G� p9F; MIN SLOPE
6" TEE I HORIZONTAL
6" MIN. SEWER G SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
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.
STANDARD SIDE SEWER STD. PLAN -406.1
• PUBLIC WORKS APZ`ED'
IL
�11 DEPARTMENT INSTALLATION G
(SEWER MAIN TO PROPERTY LINE) I
nett
SEAL W,TH AR 4000 OR APPROVED -' PLAN
EQUAL. AND DRY SAND AFTER
PATCH NG N TS
�- 2'-0- - OUTSIDE D k
A
2'-0' DEPTH OF CLASS "B"
ASPHALT TO BE 2" BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF B' WHICHEVER
IS GREATER.
MORTAR JONT(S) (3/8" MN.) SEE-J ADJUSTMENT RING (1' M.N.) OR
NOTE 3 AND SPECIAL PROVISON BRICKS. SEE NOTE 4
7-05.3(1)
S C ON A A
NOTES
1 REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BE -WEEK THE CONE, ADJUSTMENT RINGS,
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD PLAN 4 ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1, ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE
2 REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8" OF STAGGERED TO CREATE A RUNNING BOND OR 12 BOND THE
CLASS'B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
STD. PLAN - 400.4
TYPICAL UTILITY COVER •APPROVED
PUBLIC WORKS ADJUSTMENT FOR
DEPARTMENT lsttf a !fZ`��J
PAVEMENT OR OVERLAY DAU
S=389503
Mk
p
By:
By:
Know what's below.
Call before you dig. By:
R
CITY OF
RENTON
COMPLIANCE WITH
Y OF RENTON STANDARDS
Date:
Date:
Date:
Date:
z
0
W
fr
m
m
H
oIz
Z
m
C
3
® Y
�
m
O
4) Q
0 0
�
m
N
.Y
L Q
U U)
m
> t0
o r
CL e
Q co
IC
(C
O r
O
V
U I
U) O
Z
N
� I
_
> M
0.
go a 9
N
v ti
�JS
4 04
O
CV
CO
o
U
0
LA
0)
N
C
_
iE
5)
}
to
C
�
3
�
E
N
rn
Vl
�
2
C
CCz
N p
LU
O
a
LU U '�
0
c
-_
Co
O
atLo
y
N
3
La
a�
LO
a�
C
,0
00
CIO
04
1)/ /, _
N
-
O
N
0
W
ui
J W
3 = 00
W
_J Q
W M
J CO W .-
W = a)
Y W c0
- a � Go
J J J N
W
Cn
i
Uj
1:
W
C5.2
W
U
Q
N
H
W
H
W
m
0
x
D
TI
O
00
Do
O
c
2 co
m
D
Dz
�DE
m0
m�
01-
s�
Nz
m
Cn
m
z
C
30
�z
�z�
CD(D
® C
�z
U7
D
n
0
D
c
0 C3
C
D
O �
R:\Projects\349 (prospect development)\004-14 (Weston Heights)\Dwg\sheets\Final\WHssdt01.dwg 34x22
GI P S-3895C)3
U 15-OOb1 bZ