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•
8 i N SW 1/4 OF SECTION 3 TOWNSHIP 23 N RANGE 5 EAST, W. T NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
CONNECT ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
TO EX. SSMH DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
10 ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING I z Z Z
2. 0'`1 -• - ... ,.�.�_ CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL w w Z
SSMH #4, 48 I 97.00 - PRAT EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER 2 a
STA. 100 +31.0 �_ *LOTS 19 27 SHALL PROVr�T ` d''g4'� ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
87.9' LT. \ IE 41 F = _ INDIVIDU GRINDER PU U v
FE 420.0 2t • UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. i
FFE =422.0 t_ w
[FFE=404-0 U A F Y • 1-800-424-555.5
v v
(n 0 2 42 00' o � CALL BEFORE YOU DIG. o I O
Y �•�` SSMH �6, 48 z N � r~ I �
W w IE t 5 8.0 IE 417. EXTRA SHALLOW 112.13 0 noT��Ri CT % ,p � W ' u �
rA. 101 + 19.8 :20) • z Z
z o+2t TRACT '8 m
U O FFE =422.0 i8.2 LT. w Nara �' \ a s
22 I tn Cl)
~ 0 t 05.92 - 719F Fj FFE =410.0 - $ I Lu w
SSMH 3, 54" FFE =422. . FFE =416. FFE =404.0 r-
Li.l z STA. 10 + 14.4 IE 418.0 Ln
0 1
0 87.5' LT. 4 0+57 114.7e a5.00' @ N
= Q 101 0 FFE =422.0 1 -- - FFE =405.0 -- 7�1; \ °' o
23 N
Q - J IE 418.0 w Z
I N r-
Z
(� O 13 0 +101 41• -2" S H. 8 j
i
O
Ld Z � FFE =422.0 / 1�5 PVC FO CE MAINS '
Q L�.l w SOI VEN WELD. 1 -
� 4 -2" SCH. 80 �
.,�,�
O
IE g8.5 PVC FORCE MAINS ��•• ••��� + SOLVENT WELD.
U 0�+5t 0 0 LJ 25 m 2s 27 �.= � �' '•yam J
FFE =422.0
`.
SMH 5 4" ! FFE =411. FFE =404.
9 S \ ?• �V;o N
' FFE =402.0 I •
SETA. 102 +28.0 FE =407.0 �••� ors `'' ��'
10 IE 418.5 1 6.0' LT. ��•_.. •.
11 - - -- w a►�►'••••' p
0+961 `+ Q
7. 35.00' 35.00' 38.00'
FFE =422.0
�r _
SSMH �2, 54 " . 3 +00
�•
STA. 102 +28.0 t +00
CL o 87.5' LT. IE 419.0 _ 2 +00 \
C14 NOt'2a'6 "E +0 S +QO o v 5 +47.73 0 0+12 , C.O. �0-
-6- - -f- -
I \ EASEMENT
:� FFE =424.0 j IE 417.5
0 o E , 07.99 `�- _ .
W� o If
[---+ a IE 419.0 _ - _ _ - - - - _ a
o+6t o
Z 0+48 , � FFE =41 1.0 FFE =407.0 * w
� a _ I y FFE =421. - LOTS 1-- SHALL PR IDE v
r--� W - c FFE -424.0 7 m o 6-2" SCH. 80 INDIVIDUAL GRINDER P MPS. IE 405.9 -- -� _
L) c o 10 0 O w O c PVC FORCE MAINS 3 8 2 8 g U
E STA. 103 +23.0 SOLVENT WELD. O Q O tam
B SEWER MAIN IE 420.0 FFE =416, SEWER FORCE MAINS C1
FFE =404.0 O o. •
m E W /IN STEEL FFE =402.0 FFE =400.0 TRACT C
\ E SHALL BE PRIVATELY A
CASING UNDER 0+83 Nw FFE =410.0 3
p�N ROCKERY FFE =426.0 OWNED AND MAINTAINED, \ wo
c ✓ 3 TYPICAL. w N
4 •c r,. W
_o CD
a C� SSMH #1, 48" _ -- -
STA. 103 +35.0 40 0 40 80 }
87.5' LT.
1 "= 40' Z
scale feet
5 0 5 10 -
0 1 =5
vertical scale feet
40 0 40 80
1 " =40'
horizontal scale feet
C m o
zrlr' 440 EX. SSMH w
IM =4 3.2 440 440 440 440 Z
' CONNECT TO EX SSMH Cn
' " IE= 415.26 (8 "NE) w
SSMH 1 48"
RIM = 432.09 IE 415.16 (EX. 8" W)
IE= 417.24 (80W)
SSMH J2. 54" TYPE B SSMH 13, 54" TYPE B
W SHALLOW SHALLOW
1 ° ° RIM= 421.50 RIM= 423.00
IE= 416.80 (8 "E) IE= 416.13 (8 "N,E) SSMH 3 54" TYPE B V
59, IE= 416.70 (8"W) ,__ IE= 416.03 (8 "W) SSMH 2 54" TYPE B SHALLOW .J
RIM = 423.00
0 430 �`• R M 424 00 8 430 SHALLOW 430 IE =416.13 (8 "N,E) 430 430
w
" RIM - 421.50 " � Y � (n (D
IE= 415.61 (8 "E) IE= 416.80 (8 E,N) IE= 416.03 (8"W) w W
-_ IE 415.51 (8 SW) = 416.70 (8"W) J
Q \ ---,SSMH 5, 54 TYPE B \ " LL
\ W
i w - \ EXTRA SHALLOW � V 0
i RIM= 420..00 (Y
RIM = 420.00
o IE_417.11 N \ E =416.65 6 "N W
IE- 416.94 8"S IE= 416.48 8 "S O 06 \ Z
� O
ao 420 420 420 420 420 1 =
Z
� I 107 LF S= 0.50% 8" PVC 70 LF (�
113 LF S= 0.50% 8" Q I
PVC 83 LF S= 0.50X 8" PV
C _
1 51 LF Cl) SEWER MAIN w /IN STEEL , I
8" PVC
CASING UNDER ROCKERY I Lj"�
8 • PVC S w0.50X I W
Co ; Q w
o
Oz 410 410 410 ; Z
V U
Qr �; U
w Z
C ;w :w
PROFILE • SSMH #1 - ,EX. SSMH PROFILE -SSMH #t2 -SSMH >5 _ �ECOMME DED FOR APPROVAL a v
PROFILE SSMH #3 SSMH #6 •
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MORTAR
FILLET
3W 1/4 OF SECTION 3, TOWNSHIP 23 N. RANGE 6 EAST, W.M.
- MANHOLE FRAME: AND COVER
'A'
'B'
SEE DRAWING BR29
NOTES:
- ADJUSTMENT (4" MIN.)
1,
STEPS TO BE 3/4" • DEFORMED BAR GALVANIZED SAFETY
6" M, N.
5"M!N
5.5• MIN
STEPS OR EQUAL.
- - CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
8" MIN.
-- --
24" MiN
ARE INSTALLED.
- RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
1 SEE NOTE 8)
[�]
CONCRETE.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR (LASS A
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS
1: 3:5 MIX
WITH A HIGH SOLIDS URETHANE COATING;
/CONCRETE RISER BY PIPE INC.,
a
I
WASSER MC- CONSEAL OR APPROVED EQUAL;
/ OR APPROVED EQUAL.
W (SEE NOTE 4)
COLOR OF COATING SHALL BE WF4,TE.
5. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
;ACKFILL MATERIAL
7.
WITH ASTM C- 443
.,SEE NOTE 5)
8
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
STANDARD SPECIE ICATON FOR THE MATERIAL SPECIFICATIONS.
N
DIAME TER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 'E'
9.
CONNECTIONS TO MAN�,OLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
-LADDER-
GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
I j ) -OR CAST IN SHELF.
:8. -
I I- 6" MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL �= Deems'
ADOPM
NOT TO SCALE
61121%7 IIEVtSED TO COVER 4s•-. 54• A W' MANHafS MAa I
EDITED TEXT DCvj AG
3/b/95 ADDED NOTE. WIT -fXT ply A
On. Nom: sm SP PAGE 9071
ao� SANITARY MANHOLE TYPICAL DETAIL
'A'
'B'
'C'
'D'
'E'
48" MH
48"
6" M, N.
5"M!N
5.5• MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
-- --
24" MiN
24" I.D.
60" MH
60"
8" MIN _
6" V, N.
42" MIN..
30" W.
SANITARY MANHOLE TYPICAL DETAIL �= Deems'
ADOPM
NOT TO SCALE
61121%7 IIEVtSED TO COVER 4s•-. 54• A W' MANHafS MAa I
EDITED TEXT DCvj AG
3/b/95 ADDED NOTE. WIT -fXT ply A
On. Nom: sm SP PAGE 9071
ao� SANITARY MANHOLE TYPICAL DETAIL
f'2
-
e
t
N_0 TES:
-JEDDING MATERIAL
;'OR FLEXIBLE PIPE
a°
00
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
BLOUING f UR R+GiU F'IF'E
O;
2. HAND TAMP UNDER HAUNCHES.
� �
U)
N .0
FOUNDATION LEVEL
ZERO
- ._
HACKFILL MATERIAL
/4 O.D.
3 Q
'SEE NOTE 5)
ZERO
C
CONCRETE CLASS C
3/4 O.D.
W
1 SEE NOTE 8)
[�]
-
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR (LASS A
•
... • :.� .
C
OUNDATION LEVEL -
(CLASS A DESIGN)
T-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES" IN THE
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
'
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS
1: 3:5 MIX
p
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
a
I
5.
BACKFTI L MATERIAL
W (SEE NOTE 4)
CpN
'c
5. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
ALL JOINTS SHALL BE GROUTED.
0
;ACKFILL MATERIAL
7.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
.,SEE NOTE 5)
Of
_p
STANDARD SPECIE ICATON FOR THE MATERIAL SPECIFICATIONS.
N
--f
4CIDING MATERIAL
WITH A HIGH SOLIDS URETHANE COATING;
-
OR RIGID PIPE
•
WASSER MC- CONSEAL OR APPROVED LQUAI ;
';SEE NOTE 6)
_
-OUNDATION LEVEL-
f'2
-
e
t
N_0 TES:
-JEDDING MATERIAL
;'OR FLEXIBLE PIPE
sly
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
BLOUING f UR R+GiU F'IF'E
'SEE NOTE 7)
2. HAND TAMP UNDER HAUNCHES.
7
go
alt
FOUNDATION LEVEL
ZERO
•
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE.
/4 O.D.
i�
9'
Ian
oo
z
0
V)
0
1 �
I d.
I Q
I W
' o
f�
O_
SN
W
Ix
i
A 4" MIN. 27" I.D. AND UNDER
% 6" MIN. OVER 27" I.D.
Pte! BO O= TOIL IABZPART
ADOPM
A
+ •
(CLASS F DESIGN) 4AP
�1�� c� . . 7 , 4 0
BEDDING f FLLX,Lit_[ RIPE 7' 9' R•-=•C lotes. 4.5,7.& B AAO•A ^Ot• 6 Kr
OBE. NAIL., owl eC SP PAGE: 9077
4-0-i)\ PIPE BEDDING FOR SANITARY SEWER
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT &CHANNEL
AFTER NEW LINE IS
ACCEPTED.
NEW MANHOLE PER
STANDARDS
eD
NEW 8"
SEWER -
a o
8" MINIMUM �I ' %.� e a e v o v A� � EXISTING SEWER
CAST IN -PLACE CHANNEL do
SHELF
�a MANHOLE BASE FOR CONNECTION TO EX. SEWER.
a
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
r-..--,NON-
SHRINK GROUT
•
24 "x 6" FRAME AND LIP
e
t
N_0 TES:
W (SEE NOTE 4)
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
BLOUING f UR R+GiU F'IF'E
-�
2. HAND TAMP UNDER HAUNCHES.
7
6
•
ZERO
•
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE.
/4 O.D.
/2 0.0.
HAND TAMP ONLY.
ZERO
C
4. SEE "EXCAVATION AND PREPARATION OF TRFNCH" IN THE SANITARY SEWERS SECTION
3/4 O.D.
'12 O.D.
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
O.D.
-
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR (LASS A
•
... • :.� .
A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ".
(CLASS A DESIGN)
T-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES" IN THE
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
'
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS. EXCEPT THAT ROCKS
1: 3:5 MIX
CONCRETE.
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
a
I
5.
BACKFTI L MATERIAL
W (SEE NOTE 4)
LIMITS OF PIPE 20NE
5. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
ALL JOINTS SHALL BE GROUTED.
0
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS,
7.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
7 SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTiON OF
Of
6"
STANDARD SPECIE ICATON FOR THE MATERIAL SPECIFICATIONS.
N
--f
8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
WITH A HIGH SOLIDS URETHANE COATING;
-
MAINTAINED.
•
WASSER MC- CONSEAL OR APPROVED LQUAI ;
J
M
i
A 4" MIN. 27" I.D. AND UNDER
% 6" MIN. OVER 27" I.D.
Pte! BO O= TOIL IABZPART
ADOPM
A
+ •
(CLASS F DESIGN) 4AP
�1�� c� . . 7 , 4 0
BEDDING f FLLX,Lit_[ RIPE 7' 9' R•-=•C lotes. 4.5,7.& B AAO•A ^Ot• 6 Kr
OBE. NAIL., owl eC SP PAGE: 9077
4-0-i)\ PIPE BEDDING FOR SANITARY SEWER
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT &CHANNEL
AFTER NEW LINE IS
ACCEPTED.
NEW MANHOLE PER
STANDARDS
eD
NEW 8"
SEWER -
a o
8" MINIMUM �I ' %.� e a e v o v A� � EXISTING SEWER
CAST IN -PLACE CHANNEL do
SHELF
�a MANHOLE BASE FOR CONNECTION TO EX. SEWER.
a
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
r-..--,NON-
SHRINK GROUT
•
24 "x 6" FRAME AND LIP
e
t
\ /
1
(CLASS B. C. D. DESIGN)
r. A' C
BLOUING f UR R+GiU F'IF'E
G_ASS
-- W (SEE NOTE 4) -- LIMITS OF PIPE ZONE
7
0..
4
i
A 4" MIN. 27" I.D. AND UNDER
% 6" MIN. OVER 27" I.D.
Pte! BO O= TOIL IABZPART
ADOPM
A
+ •
(CLASS F DESIGN) 4AP
�1�� c� . . 7 , 4 0
BEDDING f FLLX,Lit_[ RIPE 7' 9' R•-=•C lotes. 4.5,7.& B AAO•A ^Ot• 6 Kr
OBE. NAIL., owl eC SP PAGE: 9077
4-0-i)\ PIPE BEDDING FOR SANITARY SEWER
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT &CHANNEL
AFTER NEW LINE IS
ACCEPTED.
NEW MANHOLE PER
STANDARDS
eD
NEW 8"
SEWER -
a o
8" MINIMUM �I ' %.� e a e v o v A� � EXISTING SEWER
CAST IN -PLACE CHANNEL do
SHELF
�a MANHOLE BASE FOR CONNECTION TO EX. SEWER.
a
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
r-..--,NON-
SHRINK GROUT
•
24 "x 6" FRAME AND LIP
BEDDING CLASS DESIGN
DiMLNS,ON
C, ASS A
�. ASS 9
r. A' C
C. ASS
G_ASS
A
4" MIN.
'/4 1 0.
2" MAX
•
•
ZERO
•
fi
/4 O.D.
/2 0.0.
-/8 0.0.
ZERO
O.D.
C
3/4 O.D.
'12 O.D.
'/6 O.D.
O.D.
-
i
A 4" MIN. 27" I.D. AND UNDER
% 6" MIN. OVER 27" I.D.
Pte! BO O= TOIL IABZPART
ADOPM
A
+ •
(CLASS F DESIGN) 4AP
�1�� c� . . 7 , 4 0
BEDDING f FLLX,Lit_[ RIPE 7' 9' R•-=•C lotes. 4.5,7.& B AAO•A ^Ot• 6 Kr
OBE. NAIL., owl eC SP PAGE: 9077
4-0-i)\ PIPE BEDDING FOR SANITARY SEWER
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT &CHANNEL
AFTER NEW LINE IS
ACCEPTED.
NEW MANHOLE PER
STANDARDS
eD
NEW 8"
SEWER -
a o
8" MINIMUM �I ' %.� e a e v o v A� � EXISTING SEWER
CAST IN -PLACE CHANNEL do
SHELF
�a MANHOLE BASE FOR CONNECTION TO EX. SEWER.
a
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
r-..--,NON-
SHRINK GROUT
•
24 "x 6" FRAME AND LIP
MANHOLE
I
PER DRAWING BR29.
NOTES:
F
z
=
w
b
NOTES:
6" BUILDING SEWER PIPE I
'
BUILDING SEWER
I WWA&
1.
STEPS TO BE 3 /4" a DEFORMED BAR GALVANIZED SAFETY
4" MIN. TO
��
TEE WITH 6 SIDE OUTLET
STEPS OR EQUAL
12" MAX
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
a I
0
EXTENDED TO THE TOP OF THE STUD.
Ir
a
ARE INSTALLED.
co
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
3.
CASTING TO BE PER DRAWING BR29.
'
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
'
X
1: 3:5 MIX
CONCRETE.
aa� 0 0 w
CON EE T •`N
a
I
5.
OPENING SHOULD BE ON DOWNSTREAM SIDE.
n
;n '
6.
ALL JOINTS SHALL BE GROUTED.
0
IV
00
7.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
OWG N0.
Of
12 "0 STEEL CASING (14 GAUGE)
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
N
w
3.0
W)
WITH A HIGH SOLIDS URETHANE COATING;
-
WITH A HIGH SOLIDS URETHANE COATING;
•
WASSER MC- CONSEAL OR APPROVED LQUAI ;
J
M
2
COLOR OF COATING SHALL BE VF ITL.
a
�
8.
RUBBER GASKE TED JOINTS SHALL BE IN CONFORMANCE
COLOR OF COATING SHALL BE WHITE.
WITH ASTM C -443.
>
9.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
•
DIAMETER OF THE LARGEST PIPE.
WITH ASTM C -443.
10.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
7.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
ADAPTOR, KOR -N SEAL BOOTS OR APPROVED EQUAL
6" I'
J
swult iR Nuum KANO i TIP! B
t
+
DIM NAML. 9837 SP PAGE SIM
ow SANITARY SEWER
TYPE B SHALLOW
MANHOLE
I
PROPERTY LINE
NOTES:
F
z
6'
b
! FUTURE
6" BUILDING SEWER PIPE I
'
BUILDING SEWER
I WWA&
uj
?
2 "x 4" STUD SERVICE MARKER PAINT UPPER
��
TEE WITH 6 SIDE OUTLET
PORTION WHITE ANS STENCIL ON SIDE
►�
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
W
SIDE SEWER AND BUILDING SEWER
AND #6 WIRE WRAPPED AROUND THE STUD AND
a I
0
EXTENDED TO THE TOP OF THE STUD.
Ir
a
UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST
U
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
EACH SIDE OF JOINTS AND
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN
60 ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
CASTING TO BE PER DRAWING BR29.
1: 3:5 MIX
--�
aa� 0 0 w
CON EE T •`N
BLOCKING ��, /
4
ALL JOINTS SHALL BE GROUTED.
.
;n '
2% MIN SLOPE
6" SIDE OUTLET TEE / T - --
6" MIN. sEWLk MAN SEWtiLI� MAIN
QgV�RETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
(asrase Man 70 psoPSaTr mot)
NOTE:
ADOPM
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY 1�!
LINE OR 3 -5 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
t0 17 9 EC t•C mot• UCv I AG D RILM SP PAGE em
o� STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
UPPER UTILITY
CLEARANCE
LESS THAN 12'
10.5
POLYETHELENE TYP.
FOAM
LOWER UTILfiY
LOW CLEARANCE UTILITY CROSSING
ROLL200
ADJUSTING RINGS OR BLOCKS
AS REQUIRED. --\
PRECAST VALVE
CHAMBER CONE
R.C.P OR EQUAL
TO
SSMH #2
48'_
POURED IN PLACE BASE
24" x 6" FRAME AND LOCKING LID
PER DRAWING BR29.
4 MIN
TO
"
12 MAX
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NOTES:
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'APS" STEEL BAND
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/ SSI' SPACERS, WITH EDPM
W
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
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2" WIDE RUNNERS, (CENTERED
STEPS OR EQUAL.
ID
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
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EACH SIDE OF JOINTS AND
(D
ARE INSTALLED.
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AT 10' MAXIMUM SPACING
3.
CASTING TO BE PER DRAWING BR29.
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ALL JOINTS SHALL BE GROUTED.
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5.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
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12 "0 STEEL CASING (14 GAUGE)
SURFACES, INCL_ODING CHANNELING, COATED (SEALED)
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WITH A HIGH SOLIDS URETHANE COATING;
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WASSER MC- CONSEAL OR APPROVED EQUAL;
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COLOR OF COATING SHALL BE WHITE.
6.
RUBBER GASKE TED JOINTS SHALL BE IN CONFORMANCE
•
WITH ASTM C -443.
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7.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
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DIAMETER OF THE LARGEST PIPE.
••
8.
CONNECTIONS TO MANHOLE SHALL BE MADE= USING GPK
ADAPTOR. KOR -N - SEAL. BOOTS OR APPROVED EQUAL.
SANITARY SEWER MANHOLE
TYPE C EXTRA SHALLOW
COUPLING
8" SIDE
SEWER
2" PVC 45'
BEND (TYP.)
8 "x2" WYE I I 118 "x2" WYE
s' v
PLAN VIEW
6" SANITARY
SEWER C/O
45'
DM NAYS: 9RJS SP PAGE 9073
8 "x2" WYE
2" POLY
(TYP.)
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SSMH 41. 48'
RIM =43 69 ¢3Z20D
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SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE --5 EAST, W,iVI.
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RIM =43 69 ¢3Z20D
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103
LT.
' 27.44'... _ ..35.00 - _._ 35.00
SW 1/4 OF SECTION 3, TOWNSHIP 23 N, RANGE --5 EAST, W,iVI.
NOTE:
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
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CONNECT
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
IE 417.5
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FFE =407.0
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ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING
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FFE -416. °:SOLVENT
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SEWER FORCE MAINS FFE =404 -p
SHALL BE PRIVATELY
OWNED A .0 MAINTAINED,
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1 - 40'
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
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scale
feet
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CALL BEFORE YOU DIG: 1 -800- 424 -5555
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#6. 48'
SHALLOW
11213
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m
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FFE =422. ~
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FFE =416.
FFE =410.0
FFE -404.0
114.78
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5 -2" S H. 8 : "
PVC FO CE MAINS a
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PVC FORCE MAINS
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FFE =411. FFE -404.
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PVC FORCE MAINS m m
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SHALL BE PRIVATELY
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FFE 400 ?0 + I TRACT C
pare
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3
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TYPICAL
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horizontal scale feet
EX. SSMH - - _ .._..... _.__.. ..._- _.._ 440...'... z
.. .........RIM- ¢Z3 :S 440.. }4p -.... - m�'
cD t
CONNECT TO DC SSMH. o p c �3 �d
440
IE= 44rr26 (8 NE) 415. I g m� %o � '
IE, 44646 (E)(. S' w)4 )S.¢3
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- ..._ ... _- ...._.. _
SSMH 3 54' TYPE 8 ...... :.. ......... �Q4t op wnsy� ^�� a
_ SHALLOW
RIM- T2:.:,C4Z1.17 RIM= 44-'.tW+Z3.o$ B .: -a °� ii U 1 �i•E'a "»I W'1%
IE= 4}6-89 (8'E)4E16•$Z IE= 44613 (S °N,E)4JPo.Z+ SSMH 3 54" TYPE _
it SHALLOW
IE=44-&./,0 (8'W)41(9,--17 IE= 446.83 (8'W) 416 SSMH #2.'54" TYPE B -
" RIM 423-60 4 t1?c. 430
... SSMH.. 4 ::48.. SHALLOW:: :. 430..... .....
430 W g ..,:,
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RIM- 42488 RIM =424-50 Q LI.17: y1,�
i r IE =4i{r.8 (8"W) 'A416:11 I ^ltinrtU W J
IE= 415:61 (B'E)411 :81 1E- 4111.60 {S "E,N)416•$L
(J - - IE =44g s+,(B "SW)4 1s. 26 -44 se' (8"W) 416.77 E�rII�S t ; U (1J
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\
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\ SMH 5, 54 TYPE B \ SSMH 6 S TYP (� O
....:......... .....: ...S OW . -...- Q�
- _ ...... ...: ............ ._........ .. \. -. EXTRA SHALLOW -
RIM= 42&60 s}ZO OZ
RIM =4Pe:69 4Zo.67- ft.: -
a
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