HomeMy WebLinkAboutS-332009O
FOUNDATION LEVEL
N
CLASS A
M
ML4
Q
DASS 0
CLASS F
A
Q
°
N�
O
'
EWj m
NOTES:
Y
12"
W
24"
6
.1
ADJUSTMENT (4' MIN.)
1.
N
1'
LLJ
LLJ
Z
U O
1--
LD
m Z
H =
Q Q
LLJ
0
O ;
�o
}z
J 0_
C7
Z
U)
J
Lu
0
cc
LLI
w'^^
VJ
N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
MANHOLE FRAME AND COVER
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
6'
FFF
°
SEE DRAWING BR29
NOTES:
1/4 O.D.
12"
MA
24"
IW
ADJUSTMENT (4' MIN.)
1.
STEPS TO BE 3/4' o DEFORMED BAR GALVANIZED SAFETY
3
(SEE NOTE 7) -
-F
I
ONE
2.
STEPS OR EQUAL,
STEPS ARE TO BE M PLACE BEFORE MANHOLE SECTIONS
28
FOUNDATION LEVEL
b'
<x�
ARE INSTALLED.
2t
COLOR OF COATING SHALL BE WHITE.
S.
JOINTS
RUBBER CASKETED NTS
3.
CASTING TO BE PER DRAWING BR29.
WITH ASTM 0-443.
9.
.9
IN ACCORDANCE WITH C -443
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
10.
•
I R ;"
4'
CONCRETE.
b'
5.
ALL JOINTS SHALL BE GROUTED.
54'
STEPS - 3/4' DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES. INCLUDING CHANNEUNG COATED (SEALED)
6 -112'
a.
N
WITH A HIGH SOLIDS URETHANE COATING:
'
-- -0
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL:
7' N.
---- ---- -- - -:0
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
'A'
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
B.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
�-
MAX. PIPE SIZE - 'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
+2' ETwT
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
T-
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
FILLET
CONCRETE SHELF
'A'
b'
b'
b'
'+
48'
MI
48'
6" MIN.
5'MN
24' MIN.
21" I.O.
PRECAST BASE SECTION
54' MN
54
8 MIN.
5.5 MIN.
24 41N.
24 I.O.
OR CAST IN SHELF.
1 60'
MH
1 60"
1 8" MIN.
1 6" MIN.
42" MIN.
30" L0.
J-
•B'
6" MIN. (TYP)
SANITARY
MANHOLE TYPICAL DETAIL
SANFEARY MANHOLE TYPICAL DETAIL
O
NOT TO SCALE
OFF orPTEBPNK
p
BMNDRRO PMRM
: f
vExBE ro OIINV 46'. N' a Oo' MuepM9
ure
--
T UT SAM 12/W
O 1
WR6 ml
w
'w
IRr
w
DWG. NAME: BR28 SP PAGE: 8071
RE W I 9
i1
AAX •• 4 W NP 1 w a v
a A a M, M A 1 •- T V.
A A a w M Y i u
N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
FFF
°
BEDDING MATERIAL
O
1/4 O.D.
112 DD.
IryA
ZERO
IW
FOR FLEXIBLE PIPE
II
I/2 OD,
3
(SEE NOTE 7) -
(SEE NOTE 4)
LIMITS •
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
N
6
28
FOUNDATION LEVEL
O
•-
<x�
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
..
.. ............
WITH ASTM 0-443.
9.
.9
DIAMETER OF THE LARGEST PIPE.
10.
•
I R ;"
4'
,•
54'
4,
a.
N
OJ• �l,....'J�•�•4
'
-- -0
---- ---- -- - -:0
N
FOUNDATION LEVEL
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
FFF
°
BEDDING MATERIAL
O
1/4 O.D.
112 DD.
IryA
ZERO
O.D.
FOR FLEXIBLE PIPE
II
I/2 OD,
3
(SEE NOTE 7) -
-
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
N
6
28
FOUNDATION LEVEL
O
•-
<x�
N
a
Z
0
N
I■
IN
(CLASS B, C. D. DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{,- LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM I
NOTES
,. PROVIDE INFORM SUPPORT UNDER BARNEL,
2. HAND TAMP UFOER HALNCES
3. COIPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT MECRY OVER PPE.
HAND TAMP ONLY.
4. SEE "EXCAVATNE AND PREPARATION O TRENCH" N THE WIITMY SEWERS SECTION
THE STANDARD SPEEFKTATMMS FOR TRENCH WEN "W' AFD TNDICIRIG OPTIONS.
T PIPE ZONE MILL BE THE ACTUAL TRENCH MTH. EXCWT FOR CIAO A
MIXING. THE MPaEL1 CONOETE NOM SHALL BE 1 -1/2 I.D. " 18'.
5. TRENCH SADKRLL SHALL CONFORM TO "9ACKFWxG SEWER TRENCHES' IN THE
SANITARY SEWERS SEMOi OF ME STA DMO SPECTKAWOHS EXCEPT THAT ROOKS
OR JUMPS LARGER MM I" FER TOOT OF PPE DIAMETER SHALL NOT BE USED IM THE
SAI ILL MATERML,
6. ME IVEOONG MATERIAL FOR MOD PPE' N THE AGOEWTES W"ON O ME
STANDARD SPEOMATIONS FOR ME MATERAL S EIFH.AOMS
7. SEE "BEDDING MATERML FOR FLEXIBLE PPE" N ME AOGRECATEB SECTION OF
STANDARD SfTOMArm FOR TIE MMUNN. SPFWKAlIDXS.
8. PRE MUST BE MOTORED N SUCH A MAKER AS TO ENSURE FLOW LINE B
MANTANKD.
IY�
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
N
zm
3.
B
1/4 O.D.
112 DD.
1/6 Q0.
ZERO
O.D.
C
3/4 QO.
I/2 OD,
1/8 QD
a
Z
0
N
I■
IN
(CLASS B, C. D. DESIGN)
BEDDING FOR RIGID PIPE
I- W (SEE NOTE 4) -{,- LIMITS OF PIPE ZONE
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM I
NOTES
,. PROVIDE INFORM SUPPORT UNDER BARNEL,
2. HAND TAMP UFOER HALNCES
3. COIPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT MECRY OVER PPE.
HAND TAMP ONLY.
4. SEE "EXCAVATNE AND PREPARATION O TRENCH" N THE WIITMY SEWERS SECTION
THE STANDARD SPEEFKTATMMS FOR TRENCH WEN "W' AFD TNDICIRIG OPTIONS.
T PIPE ZONE MILL BE THE ACTUAL TRENCH MTH. EXCWT FOR CIAO A
MIXING. THE MPaEL1 CONOETE NOM SHALL BE 1 -1/2 I.D. " 18'.
5. TRENCH SADKRLL SHALL CONFORM TO "9ACKFWxG SEWER TRENCHES' IN THE
SANITARY SEWERS SEMOi OF ME STA DMO SPECTKAWOHS EXCEPT THAT ROOKS
OR JUMPS LARGER MM I" FER TOOT OF PPE DIAMETER SHALL NOT BE USED IM THE
SAI ILL MATERML,
6. ME IVEOONG MATERIAL FOR MOD PPE' N THE AGOEWTES W"ON O ME
STANDARD SPEOMATIONS FOR ME MATERAL S EIFH.AOMS
7. SEE "BEDDING MATERML FOR FLEXIBLE PPE" N ME AOGRECATEB SECTION OF
STANDARD SfTOMArm FOR TIE MMUNN. SPFWKAlIDXS.
8. PRE MUST BE MOTORED N SUCH A MAKER AS TO ENSURE FLOW LINE B
MANTANKD.
A . 4' MN. 27" I.D. AND VNIVER
N" MOM. OVER 27' 40.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OP RBNNH
E MIAMI, A
UFF MIAMI, IbT WIT 4A97
NEW MANHOLE PER
STANDARDS
NEW 8"
4..' y A
A
24'z 6' FRAME AND UP
PER DRAWING BR29.
BEOCxc MASS DESIGN
OMExB N
CLASS A
CLASS B
CLASS O
DASS 0
CLASS F
A
4' MN
1/6 W.
12' MAIL
N
zm
3.
B
1/4 O.D.
112 DD.
1/6 Q0.
ZERO
O.D.
C
3/4 QO.
I/2 OD,
1/8 QD
D.D.
-
A . 4' MN. 27" I.D. AND VNIVER
N" MOM. OVER 27' 40.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OP RBNNH
E MIAMI, A
UFF MIAMI, IbT WIT 4A97
NEW MANHOLE PER
STANDARDS
NEW 8"
4..' y A
A
24'z 6' FRAME AND UP
PER DRAWING BR29.
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
\- 8" PVC SEWER MAIN I
SECTION A -A a
O
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STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
4'. MIN. TO
STEPS OR EOVAL.
12' MAX
2'
BE IN PLACE BEFORE MANHOLE SECTIONS
N
3.
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
a
CONCRETE.
5,
OPENING SHOULD BE ON DOWNSTREAM SIDE.
6,
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
12'•
O
•-
N
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
1
o
WITH ASTM 0-443.
9.
.9
DIAMETER OF THE LARGEST PIPE.
10.
CONNECTIONS TO MANHOLE SHALL.SE MADE USING GPK
pd
4'
,•
54'
4,
a.
d..
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
\- 8" PVC SEWER MAIN I
SECTION A -A a
O
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will �m °
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NOTES
1.
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
4'. MIN. TO
STEPS OR EOVAL.
12' MAX
2'
BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED
3.
CASTING TO BE PER DRAWING BR29.
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
a
CONCRETE.
5,
OPENING SHOULD BE ON DOWNSTREAM SIDE.
6,
ALL JOINTS SHALL BE GROUTED.
7,
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
O
•-
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
2t
COLOR OF COATING SHALL BE WHITE.
S.
RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE
o
WITH ASTM 0-443.
9.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
10.
CONNECTIONS TO MANHOLE SHALL.SE MADE USING GPK
SANITARY SHALLOW MANHOLE TYPE B
ADOPTED
CHIT OF MERTON
m wXWOMD
Sam IROS
N
L4!
O WIT 12/96
DWG. NAME: OR37 SP PAGE:B072
U TYPE B SHALLOW
I
PROPERTY LINE
( S.
G FUTURE
IT" BUILDING SEWER PIPE _ _ _ BVILDN -SEWER
12:El[ W'
3 2 "z 4" STUD SERVICE MARKER PAINT UPPER
TEE WIN 6•' SIDE OUTLET F' PORTION MITE ANSI STENCIL ON SIDE
WORDING "SEWER" WITH 3' HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER n ( AND 16 WIRE WRAPPED AROUND THE STUD AND
o
EXTENDED TO THE TOP OF TH E S ND .
a
UNLESS O LE SECURED APPROVED BY ME d IT MAKE TAP THROUGH CAST
IRON SADDLE SECURED f0 SEWER MAIN WITH STAINLESS STEEL BANGS
WHEN CONNECTING NEW 510E SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAN AND REINFORCED CONCRETE, 01 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MANS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX sT7 i ,�ZN�p
CONCRETE 0PH. �A
BLOCKING ,T5 N , v'
_27E MIN SLOPE
6" SIDE OUTLET TEE / HORIZONTAL
SE R MA
SEVER L �R MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL OF SEWER ELEVATION
ELEVATION Oy(E1(pTITON STANDARD MAIN SEWER PROPERTY LINE)
(SEWER MAIN TO PROPERTY LINE)
NOTE: - ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY • DTP m MSMMM
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. P • STANDARD NAME
10 MIT WIT 12/96
I-T -.
(SEWER MAIN TO PROPERTY LINE)
TO
8" SIDE
SEWER
COUPLING
(TYP.)
8 "x2" WYE I I 118 "x2" WYE I I 118 "x2" WYE
PLAN VIEW
6" SANITARY
2" PVC 45' J SEWER C/O
BEND (TYP.) -t
±tli
2" POLY
(TYP.)
- y1y_�-
A
2" POLY
(TYP.)
SEWER C/O
a" PvC
PLUG
\- 8" PVC SEWER MAIN I
SECTION A -A a
O
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w3IDDii44
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