moon township municipal authorit - detail c sewer detail...moon township municipal authority detail...
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DUCTILE IRON PIPE ON ROCK TRENCH BOTTOM.
2B CRUSHED LIMESTONE OR
CRUSHED GRAVEL.
SELECTED EXCAVATED MATERIAL
MECHANICALLY COMPACTED
MAXIMUM SIZE ROCKS- 3"
PVC PIPE AT ALL LOCATIONS. TRENCH SIDEWALLS
BELL HOLES SHALL BE EXCAVATED TO
ASSURE CONTINUOUS PIPE BARREL SUPPORT
FOR FULL LENGTH OF PIPE SECTIONS, UNLESS
DIRECTED OTHERWISE BY THE CONTRACT
SPECIFICATIONS. TRENCH SIDEWALLS SHALL
DUCTILE IRON PIPE ON NON-ROCK TRENCH BOTTOMS.
PIPE DIA.
12
"
PIPE DIA.
6"
12
"
12
"
PIPE DIA.
6"
PLUS 2'
MAXIMUM OF 4'
OR THE PIPE DIA.
TRENCH SIDEWALLS SHALL BE
DETAIL A
DETAIL B
PLUS 2'
OR THE PIPE DIA.
MAXIMUM OF 4'
DETAIL C
PLUS 2'
OR THE PIPE DIA.
MAXIMUM OF 4'
MECHANICALLY COMPACTED BACKFILL MATERIAL
IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS
IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS
MECHANICALLY COMPACTED BACKFILL MATERIAL
MECHANICALLY COMPACTED BACKFILL MATERIAL
IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS
SHALL BE PLUMB WITHIN PIPE ZONE
PLUMB WITHIN PIPE ZONE.
Not to scale April 2016 Standard Detail SD-001
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIATRENCH PIPE ZONE DETAIL
BE PLUMB WITHIN PIPE ZONE.
MIN
.
O.D
.
6" MIN. THICKNESS CONC.
ENCASEMENT POURED
AGAINST UNDISTURBED EARTH
CLASS "C" CONCRETE
6" MIN.
6"
MIN
.
6" MIN.
MAX.MAX.
12" 12"O.D.12"
6" MIN.
12"
O.D.
12"
6" MIN.
12"
MIN
.
12"
MIN
.
O.D
.
12"
MAX.
SP
EC
IA
L
SE
LE
CT
BA
CK
FIL
L
12"
MAX.6" MIN.
PIP
E Z
ON
E
24" +
PIP
E O
.D
.
6" MIN.
6"
MIN
.
MIN
.
12"
SP
EC
IA
L
SE
LE
CT
BA
CK
FIL
L
DE
PT
H
VA
RIE
S
TYPICAL CONCRETE CRADLE
DETAIL B
TYPICAL CONCRETE ENCASEMENT
FOR DUCTILE IRON PIPE
SPECIAL BACKFILL
DETAIL A
NOTE:
O.D
.
O.D.
SURFACE RESTORATION
AS SPECIFIED
THE GREATER
OF 4' OR THE
PIPE DIA.
PLUS 2'
MECHANICALLY COMPACTED
PIPE FOUNDATION MATERIALS , THE CONTRACTOR
TRENCHES AND REVEALS VERY SOFT OR OTHER UNSTABLE
WHERE EXCAVATION EXPOSES THE BOTTOM OF PROPOSED
WILL BE DIRECTED BY MTMA REPRESENTATIVE TO
WHERE SELECT BACKFILL IS REQUIRED
BETWEEN THE PIPE ZONE AND THE SURFACE
MATERIAL, THE PIPE ZONE SHALL EXTEND 12"
ABOVE THE PIPE REGARDLESS OF PIPE MATERIAL
BACKFILL
Not to scale April 2016 Standard Detail SD-002
TRENCH DETAILS
FINISHED GRADE
ALLEGHENY COUNTY PENNSYLVANIAMUNICIPAL AUTHORITY
MOON TOWNSHIP
OVERCUT OR STABILIZE/OVERCUT.
DETAIL C
NOTES:
1. WHEN THE HORIZONTAL SEPARATION OF THE WATER MAIN AND SEWER LINE IS LESS THAN 10',
THE VERTICAL SEPARATION BETWEEN THE TOP (CROWN) OF THE SEWER LINE O.D. AND THE BOTTOM
(INVERT) OF THE WATER MAIN O.D. SHALL BE AT LEAST 18". SEWER LINE SHALL BE ENCASED IN
CONCRETE WHERE SEWER/ WATER LINE CROSSINGS OCCUR AND WHERE CONDITIONS PREVENT
AN 18" VERTICAL SEPARATION.
2. THERE SHALL BE AT LEAST A 10' HORIZONTAL SEPARATION BETWEEN WATER MAINS AND
SANITARY SEWER FORCE MAINS. FORCE MAINS CROSSING WATER MAINS SHALL BE LAID TO
PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE FORCE MAIN
AND THE OUTSIDE OF THE WATER MAIN.
SANITARY SEWER
VERTICAL SEPARATION
18" MINIMUM
WATER MAIN
10' HORIZONTAL
SEPARATION (TYP.)
Not to scale April 2016 Standard Detail SD-003
WATER AND SEWER PIPES
DESIRED DISTANCESBETWEEN
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
INSIDE MANHOLE
OR DETAIL SD-006
DROP CONNECTION.
SUPPORT MANHOLE STRUCTURE AND ALL PIPING
CONNECTIONS ON A MINIMUM OF 6" THICKNESS
2B BEDDING MATERIAL. ENCAPSILATE ALL PIPES
WITHIN MANHOLE EXCAVATION IN THE SAME MATERIAL
TO AN ELEVATION OF 12" ABOVE THE TOP OF PIPES.
LIMESTONE OR CRUSHED
6" MINIMUM 2B CRUSHED
CHANNEL
FIELD FORMED
PROTECTOR
REFERENCE DETAILS
TOP OF MANHOLE
MANHOLE FRAME
PIPE CONNECTOR
CON SEAL BITUMASTIC
SEALER - ONE RING
PLACED INSIDE AND ONE
RING PLACED OUTSIDE AT
ALL MANHOLE BARREL JOINTS
SEWERS LARGER THAN 18"
DIAMETER FOR CONNECTING
SEWERS TO 18" DIAMETER; 5'
4' DIAMETER FOR CONNECTING
SEE DETAIL SD-005
DROP CONNECTION
OUTSIDE MANHOLE
DIAMETER AND FOR ALL
INFLOW
STEPS
& COVER
1'-0" MAX. PRE-CAST GRADE RINGS
6" MINIMUM
WITHOUT DROP
CONNECTION
1.9' MAXIMUM
12" MINIMUM
12" O.C.
PERMITTED ON SEWERS WHICH
ARE GREATER THAN 15" DIAMETER.
WATERPROOF EXTERIOR SURFACE
FILM THICKNESS, 8 MILS PER COAT
BITUMASTIC MATERIAL OR COAL
WITH TWO COATS MINIMUM DRY
TAR EPOXY.
DROP CONNECTIONS ARE TO BE
USED ONLY WITH DUCTILE
IRON PIPE SEWERS AND ONLY
WHERE ABSOLUTELY NECESSARY.
DROP CONNECTIONS ARE NOT
NON-SHRINK GROUT
SD-013 OR SD-014
SD-018 OR SD-019
SD-016
SD-017
SD-007
GRAVEL
MANHOLE BARREL SHALL BE PRE-CAST CONCRETE ASTM C478 OR GLASS FIBER REINFORCED ASTM D3753.
FOR CONNECTING PIPES 18" DIAMETER OR LESS, THE MANHOLE BARREL SHALL BE 4' DIAMETER; WHERE
THERE ARE LARGER CONNECTING PIPES OR INSIDE DROP CONNECTIONS, THE DIAMETER SHALL BE 5'.
INSIDE DROP CONNECTIONS AND
Not to scale April 2016 Standard Detail SD-004
SPLASH CONNECTION
MANHOLE FOR SEWERSW/ DROP CONNECTION /
NOTE:
NOTE:
LADDER BARS
OUTSIDE MANHOLE DROP CONNECTION SHALL BE
ENCASED WITH CONCRETE.
AT ALL MANHOLES 20 VERTICAL
FEET OR GREATER.
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
CONCRETE
Not to scale April 2016 Standard Detail SD-005
DROP CONNECTIONOUTSIDE MANHOLE
BACKFILL TO UNDISTURBED
EARTH WITH CONCRETE
VA
RIE
S
VARIES
CONCRETE FILLET
2'-0" MIN.
L
C MANHOLE
STD. MANHOLE
BOTTOM
STANDARD FLOW
CHANNEL
SEE MANHOLE
PIPE CONNECTION
MANHOLE BARREL
TYPE II
VARIES
VA
RIE
S
L
C MANHOLE
STD. MANHOLE
BOTTOM
BACKFILL TO UNDISTURBED
EARTH WITH CONCRETE
CONCRETE FILLET
MANHOLE BARREL
TYPE I
STANDARD FLOW
3/4 DIA. OF PIPE
DETAIL
SEE MANHOLE
PIPE CONNECTION
DETAIL
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
CHANNEL
3/4 DIA. OF PIPE
D.I. PIPE & FITTINGS
D.I. PIPE & FITTINGS
#4 REINFORCING BARS
@ 12" O/C E.W.
#4 REINFORCING BARS
@ 12" O/C E.W.
2'-0" MIN.
D.I. M.J. SOLID
SLEEVE W/
TRANSITION GASKET
IF CONNECTING
TO SDR-35 PVC
5' DIA. PRECAST CONCRETE MANHOLE
SECTIONS SHALL CONFORM TO
ASTM-C478, LATEST REVISION.
WHERE MANHOLE FOUNDATION
IS IN ROCK, REINFORCEMENT
PAINTED WITH MORTAR, MADE
1'-0" MAX. ADJUSTMENT
GRADE WITH PRECAST GRADE
RINGS APPROVED BY THE
CON SEAL BITUMASTIC SEALER-
ONE RING PLACED INSIDE AND ONE
JOINTS SHALL BE EQUIPPED WITH
ENGINEER
WILL NOT BE REQUIRED.
LIFTING HOLES SHALL BE
WATERTIGHT & LEFT NEAT.
NOTES:
LADDER BARS
(AS SPECIFIED)
60" DIA.
MIN.
2'-0"
VA
RIE
S
O.C
.
12
"
RUN OF TEE IN VERTICAL POSITION.
FOR FORCE MAINS, INSTALL
DROP CONNECTION INLET PIPE
TEE AND BENDS SHALL BE PVC PIPE
CONFORMING TO ASTM D-3034, SDR-35.
DETAIL REQUIREMENTS APPLY.
ALL OTHER MANHOLE STANDARD
IF CONNECTOR IS REQUIRED. IT SHALL
BE LOCATED WITHIN THE CONCRETE
SUPPORTED AREA AND CONSIST OF
AN APPROVED NEOPRENE CONNECTING
SLEEVE AND TWO STAINLESS BANDS
OR APPROVED ADAPTER.
TRANSITION
TO STAINLESS STEEL
MANHOLE FRAME & COVER
(AS SPECIFIED)
PROVIDE APPROVED
Z-LOK OR KOR-N-SEAL
W/ STAINLESS STEEL
HARDWARE
2" STAINLESS STEEL CLAMPS
ANCHORED TO INSIDE FACE OF
MANHOLE BARREL AT TEE AND
ON 4'-0" MAX. CENTERS
CRADLE PIPE WITH CONCRETE
TO FIRST JOINT OUTSIDE
MANHOLE EXCAVATION
SUPPORT AND ANCHOR
1-45° BEND WITH CONCRETE
BACKFILL TO UNDISTURBED
EARTH WITH CONCRETE
6.
5.
4.
3.
2.
1.
IF
T
HIS
D
IM
EN
SIO
N IS
L
ES
S T
HA
N 5
'-0
" U
SE
A
P
RE
CA
ST
3'-3
1
/2
"
PROPOSED
SANITARY SEWER
STONE OR GRAVEL
6" MINIMUM 2B CRUSHED
SEE SD-008
RING PLACED OUTSIDE AT ALL
MANHOLE BARREL JOINTS
Not to scale April 2016 Standard Detail SD-006
DROP CONNECTIONINSIDE MANHOLE
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
SHOULD BE MONOLITHIC BASE.
CO
NC
RE
TE
S
LA
B O
N T
OP
A
S S
HO
WN
O
N D
ET
AIL
T
IT
LE
D
SE
E S
D-0
07
PR
EC
AS
T C
ON
CR
ET
E M
AN
HO
LE
F
OR
S
EW
ER
S 6
" T
O 1
8"
STAINLESS STEEL
304 PIPE
INSTALL RELINER / DURAN
INC. DROP BOWL WITH HOOD OR
APPROVED EQUAL IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS.
MANHOLE FOR SEWERSPRECAST CONCRETE
6" TO 18"
Standard Detail SD-007
SECTIONAL PLAN C
2.
IS IN ROCK, REINFORCEMENT
WHERE MANHOLE FOUNDATION
April 2016Not to scale
MATERIAL OR COAL TAR EPOXY.
WATERPROOF EXTERIOR SURFACE
CONCRETE SHALL BE 4,000 PSI.
DROP OR SPLASH CONNECTIONS
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIA
REFERENCE STANDARD DETAIL
OF 20 FEET SHALL HAVE 60 INCH
MANHOLES EXCEEDING DEPTHS
3" INSIDE FACE OF MANHOLE.
8 MILS PER COAT.
MIN. DRY FILM THICKNESS,
WITH TWO COATS BITUMASTIC
8.
WILL NOT BE REQUIRED.
PIPES SHALL BE EXTENDED
THAN INLET INV. EL.
OUTLET INV. EL. 0.25' LOWER
DIAMETER BARREL.
SD-004.
7.
6.
5.
4.
3.
(AS SPECIFIED)
LADDER BARS
CHANNEL
FIELD-FORMED
A
VA
RIE
S
MIN
IM
UM
5
' D
EP
TH
(AS SPECIFIED)
LADDER BARS
SECTIONS SHALL CONFORM TO
PRECAST CONCRETE MANHOLE
ASTM C478, LATEST REVISION.
SECTION A-A
1.
NOTES:
48" DIA.
6"
SPECIFICATIONS
CAST IN PLACE
MANUFACTURER'S
PIPE CONNECTION IN
ACCORDANCE WITH
MANHOLE BARREL JOINTS
RING PLACED OUTSIDE AT ALL
JOINTS SHALL BE EQUIPPED WITH
ONE RING PLACED INSIDE AND ONE
CON SEAL BITUMASTIC SEALER-
WITH PRECAST GRADE RINGS
1'-0" MAX. ADJUSTMENT
MANHOLE FRAME & COVER
(AS SPECIFIED)
3'-3
1
/2
"
O/C
12
"
29"
MIN.
ECCENTRIC CONE
B
A
VA
RIE
S
MA
NH
OL
ES
2
0 F
EE
T O
R G
RE
AT
ER
SH
AL
L H
AV
E A
5
'-0
" D
IA
ME
TE
R B
AR
RE
L
B
SECTION B-B
70" MIN.
10
"
48" DIA.
(4 REQUIRED)
3/4" ANCHOR BOLTS
6" INTO CONCRETE
E.W. (TYP.)
BASE W/ #5 @ 12"
5" MIN.
8" THK.
MIN.
6" MIN. COMPACTED
CRUSHED STONE (TYP.)
8"
1'-0" MAX. ADJUSTMENT TO GRADE
WITH PRECAST GRADE RINGS
APPROVED BY THE ENGINEER
LIFTING HOLES SHALL BE POINTED
WITH MORTAR, MADE WATERTIGHT &
LEFT NEAT & SMOOTH
VA
RIE
S
V
A
R
I
E
S
VA
RIE
S
6"
MIN.
6"
MIN.
3'-3
1
/2
"
12
"
O/C
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
JOINTS SHALL BE EQUIPPED
WITH A BITUMASTIC JOINT SEALER,
ONE RING PLACED INSIDE AND
ONE RING PLACED OUTSIDE AT
ALL MANHOLE BARREL JOINTS
LADDER BARS AS SPECIFIED
6"
MIN.
6"
MIN.
3/4" DIA. ANCHOR
BOLTS 6" INTO CONCRETE
(4 REQUIRED)
VA
RIE
S
FIELD FORMED
CHANNEL
MINIMUM REQUIRED
DISTANCE SHALL BE 1/2 OF
THE SMALLER PIPE
DIAMETER. INCREASE
MANHOLE DIAMETER TO
HAVE MINIMUM DISTANCE
BETWEEN PIPES
PLAN A-A
SEWER PIPE
A-LOK PIPE
CONNECTOR (TYP.)
MINIMUM 6" CRUSHED
STONE (TYP.)
CRUSHED
MINIMUM 6"
MONOLITHIC PRECAST
CONCRETE BASE
FIELD FORMED
CHANNEL
SECTION C-C
SECTION B-B
60" DIA.
60" DIA.
B
C
CHANNEL
FIELD FORMED
5' M
IN
. D
EP
TH
Not to scale April 2016 Standard Detail SD-008
(PIPE DIAMETER- 20" TO 30")
PRECAST CONCRETE MANHOLE
(60" DIAMETER)
B
C
PRECAST CONCRETE MANHOLE SECTIONS SHALL
CONFORM TO ASTM C478, LATEST REVISION.
WATERPROOF EXTERIOR SURFACE WITH TWO
COATS BITUMASTIC MATERIAL OR COAL TAR
SOLUTION. 8 MILS PER COAT.
MINIMUM MH DEPTH IS 5'-0"
MANHOLE TO BE 60" DIA. FULL DEPTH.
NOTES:
1.
2.
3.
STONE (TYP.)
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
6"
MIN.
8"
MIN.
8"
8"
6"
MIN.
29"
MIN.
ECCENTRIC CONE
84"
REFERENCE STANDARD DETAIL SD-004.4.
DROP OR SPLASH CONNECTIONS OUTLET
INV. EL. 0.25' LOWER THAN INLET INV. EL.
5.
CONCRETE SHALL BE 4,000 PSI.6.
FACE OF MANHOLE.
7. PIPES SHALL BE EXTENDED 3" INSIDE
VA
RIE
S
3'-3 1/2"
JOINTS SHALL BE EQUIPPED
WITH CONSEAL BITUMASTIC
JOINT SEALANT. ONE RING
PLACED INSIDE AND ONE RING
PLACED OUTSIDE AT ALL
MANHOLE BARREL JOINTS.
10"
SEWER PIPE
8'-0"
#5 @ 12"#5 @ 12"
8'-0"
VA
RIE
S
12"
MIN.
5' M
IN
. D
EP
TH
VA
RIE
S
12"
MIN.
60" DIA.
12"
MIN.
2- #4 RING BARS
CONCRETE BASE SHALL BE
CLASS 'A' CONCRETE
2- #4 RING BARS
#5 @ 12"
60" DIA.12"
MIN.
6"
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
1'-0" MAX. ADJUSTMENT TO
GRADE WITH PRECAST
GRADE RINGS APPROVED
BY THE ENGINEER
3/4" DIA. ANCHOR
BOLTS 6" INTO CONCRETE
(4 REQUIRED)
PRECAST CONCRETE MANHOLE SECTIONS SHALL CONFORM TO ASTM C-478, LATEST REVISION.
WHERE MANHOLE FOUNDATION IS IN ROCK, REINFORCEMENT WILL NOT BE REQUIRED.
WATERPROOF EXTERIOR SURFACE WITH TWO COATS BITUMASTIC MATERIAL OR COAL TAR
EPOXY. 8 MILS PER COAT.
Not to scale April 2016 Standard Detail SD-009
20" TO 30"
PRECAST CONCRETE
MANHOLE FOR SEWERS
NOTES:
1.
2.
3.
V
A
R
I
E
S
(CAST-IN-PLACE BOTTOM)ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
DETAIL A
SECTION B
BB
2'-0"
MIN.
60"
DIA.
DROP CONNECTION INLET
PIPE, DROP PIPE, TEE, AND
ALL BENDS SHALL BE PVC
PIPE CONFORMING TO
ASTM D 3034, SDR 35
PROPOSED
SANITARY SEWER
WATERPROOF EXTERIOR
SURFACE WITH TWO COATS
BITUMASTIC MATERIAL OR
COAL TAR EPOXY.
8 MILS PER COAT.
FIELD FORM
CONCRETE CHANNEL
CONSEAL BITUMASTIC
SEALER - ONE RING INSIDE
AND ONE RING PLACED
OUTSIDE AT ALL MANHOLE
BARREL JOINTS
MANHOLE FRAME AND COVER
(AS SPECIFIED) GROUND LINE
SUPPORT AND ANCHOR
1 - 45° BEND WITH
CONCRETE CHANNEL
BACKFILL TO UNDISTURBED
EARTH WITH CONCRETE
2" STAINLESS STEEL CLAMPS
ANCHORED TO INSIDE FACE OF
MANHOLE BARREL AT TEE
AND ON 4'-0" MAX. CENTERS
CRADLE PIPE WITH CONCRETE
TO FIRST JOINT OUTSIDE
MANHOLE EXCAVATION
PROPOSED
FORCE MAIN
NOTE:
6" MINIMUM 2B CRUSHED
STONE OR CRUSHED GRAVEL
8"
APPROVED PIPE
CONNECTION
DROP CONNECTION INLET PIPE,
DROP PIPE, TEE AND ALL BENDS
SHALL BE STAINLESS STEEL
SCHEDULE 40 304 S.S.
Not to scale April 2016 Standard Detail SD-010
CONNECTION OF FORCE MAIN
TO GRAVITY MANHOLE
O.C
.
12"
ALL ANCHOR BOLTS AND
HARDWARE SHALL BE
316 STAINLESS STEEL
LADDER BARS
AS SPECIFIED
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
CORE DRILL OPENING IN
MANHOLE AND INSTALL
KOR-N-SEAL CONNECTOR
OR AN APPROVED EQUAL.
INSTALL RELINER / DURAN
INC. DROP BOWL WITH HOOD
OR APPROVED EQUAL IN
ACCORDANCE WITH
MANUFACTURERS
SPECIFICAIONS.
60"
DIA.
PROPOSED
SANITARY SEWER
WATERPROOF EXTERIOR
SURFACE WITH TWO COATS
BITUMASTIC MATERIAL OR
COAL TAR EPOXY.
8 MILS PER COAT.
FIELD FORM
CONCRETE CHANNEL
CONSEAL BITUMASTIC
SEALER - ONE RING INSIDE
AND ONE RING PLACED
OUTSIDE AT ALL MANHOLE
BARREL JOINTS
MANHOLE FRAME AND COVER
(AS SPECIFIED)
GROUND LINE
LINKSEAL W/ S.S.
HARDWARE
PROPOSED
FORCE MAIN
6" MINIMUM 2B CRUSHED
STONE OR CRUSHED GRAVEL
8"
APPROVED PIPE
CONNECTION
MANHOLE SHALL
HAVE PVC LINER
PER SPECIFICATIONS
Not to scale April 2016 Standard Detail SD-011
WITH PVC LINER
CONNECTIONS OF FORCE MAIN
TO GRAVITY MANHOLE
PRECAST CONCRETE
MANHOLE SECTIONS SHALL
CONFORM TO ASTM C478
LATEST REVISION
LADDER BARS
NOT REQUIRED
PROVIDE PRECAST
CONCRETE GRADE
ADJUSTMENT RINGS
AS REQUIRED TO MATCH
EXISTING GRADE UP
FLAT TOP WITH LINER
(NON-SHRINK GROUT)
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
TO 1' MAX.
ALL THREAD INSTALLED THROUGH
CONCRETE GRADE ADJUSTMENT
RINGS INTO FLAT TOP FRAME.
STAINLESS STEEL
PIPE DETAILMANHOLE VENTILATION
Standard Detail SD-012April 2016Not to scale
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIA
MANHOLE TOP
LAMPHOLE FRAME AND LID
NEENAH R-1976 WITH 3/8"
S.S. LOCKDOWN BOLT
LETTERING "SEWER"
MANHOLE FRAME AND COVER
NEENAH R-1753-A OR EQUAL
LETTERING "MTMA SANITARY"
MANHOLE FRAME AND COVER
SEE STANDARD DETAIL SD-013.
1" x 1/2" 304 STAINLESS STEEL
BARSTOCK IN U-SHAPED BRACKET
SIZED FOR 4" SCHEDULE 40 PVC PIPE
WITH PREDRILLED BOLT HOLES ON
BRACKET WINGS.
STAINLESS STEEL CINCH ANCHORS
1/2" STAINLESS STEEL BOLTS
MATERIALS:
1.
2.
3.
SUPPLIER:
CORAOPOLIS LIGHT METAL, INC.
1221 THIRD AVENUE
CORAOPOLIS, PA. 15108
(412) 264-2252 OR MACHINE SHOP
OF CONTRACTORS CHOICE.
6" SCH.
40 PVC
VENTILATION
PIPING
S.S. PIPE
CLAMPS
7' M
AX
. E
VE
RY
OT
HE
R A
NC
HO
R
AT
B
EL
L O
F P
IP
E
60" DIAMETER 6"
TERMINATE
VENTILATION
PIPING 12" ABOVE
BENCH WALL
TYPICAL FLEXIBLE
SLEEVE CONNECTION
8", 10", 12" & 15" PIPE.
6" CRUSHED STONE
BASE (TYP.)
84" DIAMETER
6"
(TYP.)
PRECAST CONCRETE MANHOLES MEET OR
EXCEED THE A.S.T.M. C 478 SPECIFICATIONS
FOR PRECAST REINFORCED CONCRETE
MANHOLE RISERS AND TOPS.
CONCRETE STANDARD SPECIFICATIONS
CONCRETE - 4000 P.S.I.
DESIGN OUTLET
INV. EL. 0.25'
LOWER THAN
INLET INV.
ELEVATION.
SECTION
PLAN
D
1
D
COVER SECTION B-B
BOTTOM FLANGE - SECTION D-D
7"
27"
37-1/4"
FRAME PLAN C
31"
1-3/8"
CORE 4 - 7/8"DIA
HOLES FOR 3/4"
DIA ANCHOR BOLTS
SHADED PORTION - HIGH
3
0
°
7-5/8"1/4"
3/4"
28-3/4"
3/8"1"
4" 4"7-5/8"
3/4"
COVER
HALF PLAN OF
UNDERSIDE OF
COVER PLAN A
CAST IRON
IN ONE RIB ONLY
2"
1-3/8"
D
D1
PLAIN PORTION - LOW
'MTMA SANITARY' TO BE CAST IN
CIRCLE IN CENTER OF COVER AS
ORDERED.
BLIND PICK
HOLES
1/4" HOLE FOR
INSPECTION. SEAL
HALF PLAN OF
TOP OF COVER
CAST IRON
Not to scale April 2016 Standard Detail SD-013
FRAME AND COVER
STANDARDCAST IRON MANHOLE
B
B
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
OR APPROVED EQUAL.
R-1753' WITH SELF-SEALING LID
FRAME AND COVER TO BE 'NEENAH
34-1/4"
1"
M
T
M
A
NOTE:
TIGHTENING BOLT
INNER LID
GASKET
25"
37 1/4"
28 3/4"
LOCK BAR
1 3/8"
7"
TOP OF COVER
HALF PLAN OF
UNDERSIDE OF
HALF PLAN OF
COVER
CAST IRON
SHADED PORTION - HIGH
PLAIN PORTION - LOW
HOLES
BLIND PICK
M
M
T
FOUR 1" DIA.
HOLES FOR 3/4"
DIA. ANCHOR BOLTS
3
0
°
'MTMA SANITARY' TO BE CAST IN
ORDERED.
CIRCLE IN CENTER OF COVER AS
Not to scale April 2016 Standard Detail SD-014
FRAME AND COVERWATERTIGHT MANHOLE (WT)
PLAN
SECTION
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
FRAME AND COVER SHALL BE
WITH NEOPRENE GASKET, BRONZE
TIGHTENING BOLT AND CHANNEL
'NEENAH R-1755-F2' COMPLETE
LOCKING BAR OR APPROVED EQUAL.
34 1/4"
A
NOTE:
COVER
SECTION
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIA
April 2016Not to scale
MANHOLE COVER AND FRAMESECURITY BOLT DETAILS
Standard Detail SD-015
27 1/8"
34 1/4"
37 1/4"
7"
1 3
/8
"
28 3/4"
PLAN
HALF PLAN OF
UNDERSIDE OF
CAST IRON
HALF PLAN OF
TOP OF COVER
A
M
T
M
3
0
°
1"1/2"
5/16"
1/4"
1/4"
3/4
"
3/8
"
3/1
6"
CONCEALED
PICKHOLE PER
NF-22642
MACHINE DOVETAIL
GROOVE IN LID SEAT FOR A
1/4" DIA. POLYISOPRENE
GASKET (40 DUROMETER)
SELF SEAL DETAIL
BOLTING DETAIL
(4) 1/2"- 13 x 1 3/4" HEX HD
S.S. CAP SCREWS W / WASHER
CORE 4 - 7/8"DIA
HOLES ON 34 1/4"
DIA. B.C. FOR 3/4"
DIA ANCHOR BOLTS
(2) CONCEALED
PICKHOLES 180°
APART PER NF #22842
"MTMA SANITARY" TO BE CAST
IN CIRCLE IN CENTER OF COVER
AS ORDERED. 1" HIGH LETTERS.
ALL KNOBS 1 1/4"
29 1/8"5/8" 5/8"
3/16" 3/16"
2 7
/8
"
2 1
/4
"
MATERIAL:
CAST GRAY IRON ASTM
A-48, CLASS 358
FINISH:
NO PAINT
WEIGHT:
FRAME - 178 LBS.
LID - 213 LBS.
ANTI-CORROSIVE MATERIAL
HIGH QUALITY NEOPRENE SEAL
PATENT PENDING RIGID STRUCTURE
J HOOK LIFTING LUG FEATURE
TOP VIEWSIDE VIEW
ABS INFLOW PROTECTOR SHALL BE MAN-PAN
OR APPROVED EQUAL AND SHALL BE INSTALLED
WHERE REQUIRED.
ALL INFLOW PROTECTORS SHALL BE INSTALLED
WITH VENTS.
1.
2.
NOTES:
Not to scale April 2016 Standard Detail SD-016
PROTECTORMANHOLE INFLOW
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
POLYPROPYLENE
PLASTIC
RECOMMENDATION
SECTION A
5/8"
11/16"
A
1 1/4"
A
1 3/16"
1 1/2"
1"
15 7/16"
1/2" GRADE 60 STEEL
REINFORCEMENT
1"
12"
9 3/8"
1 3/8"
3/4"
1"
1"
Not to scale April 2016 Standard Detail SD-017
MANHOLE STEPPOLYPROPYLENE PLASTIC
1. STEPS GROUTED IN PLACE
2. INSTALL STEPS ON 12" O/C
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
14"
MANUFACTURER'S
STAINLESS STEEL BAND
PVC OR DIP
PRECAST MANHOLE
Z-LOK CONNECTOR
OR APPROVED EQUAL
FIELD INSTALLED
INVERT AND DOGHOUSE.
GROUT AROUND ENTIRE
EXTENDED BASE
5"
PIP
E S
IZ
E V
AR
IE
S
2" M
IN
.
Not to scale April 2016 Standard Detail SD-018
(PRECAST BASE)
MANHOLE CONNECTIONFOR SEWER PIPE
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
PIPE. (NON-SHRINK GROUT)
8" (M
IN
.)
EXTEND PIPE 3"
FROM FACE OF MH
PIPE
RUBBER "O" RING
PVC OR DIP
PRECAST MANHOLE
GROUT BARREL
TO BASE
CONCRETE BASE FOR MANHOLE
5"
PIP
E S
IZ
E V
AR
IE
S10"
Not to scale April 2016 Standard Detail SD-019
(CAST-IN-PLACE BASE)
MANHOLE CONNECTION
FOR SEWER PIPEALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
4" M
IN
.
PIPE
FLEXIBLE
6"
SEALANT
Not to scale April 2016 Standard Detail SD-020
FOR CORED MANHOLE OPENINGSPIPE CONNECTION DETAIL
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
STAINLESS STEEL BAND'S
PVC OR D.I. PIPE
PRECAST MANHOLE
KOR-N-SEAL CONNECTOR
OR APPROVED EQUAL
FIELD INSTALLED
INVERT (NON-
SHRINK GROUT)
CONCRETE BASE FOR
5"
PIPE SIZE VARIES
PRECAST MANHOLE
STAINLESS STEEL
KORBAND
REINFORCED NYLON WEDGE
OR STAINLESS WEDGEEPDM OR POLYISOPRENE
STAINLESS STEEL
PIPE CLAMP
Not to scale April 2016 Standard Detail SD-021
MANHOLE SPLASH CONNECTION
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
PRECAST CONCRETE
MANHOLE
CONCRETE SLOPE
CONCRETE POUR
(FROM INVERT TO 3/4 THE
HEIGHT OF PIPE DIAMETER)
INFLUENT PIPE
SEE NOTE BELOW
PRECAST CONCRETE
MANHOLE
CONCRETE
SLOPE
INFLUENT PIPE
CONCRETE POUR
(FROM INVERT TO 3/4 THE
HEIGHT OF PIPE DIAMETER)
EFFLUENT PIPE
1.99' OR LESS
3" PROJECTION (TYP.)
SECTION A-A
SECTION B-B
BB
AA
NOTE:
BENCH WALLS SHALL BE
SLOPED A MINIMUM OF ONE
INCH PER FOOT TO EDGE OF
FLOW CHANNEL.
4"
BY HOMEOWNER
BY HOMEOWNER
4"
4" BY
HOMEOWNER
4"
BY HOMEOWNER
INSPECTION/ SIGHT TEE
BY CONTRACTOR
INSPECTION /
SIGHT TEE
PAVEMENT
ROAD R/W
RESIDENTIAL
PREMISES
RESIDENTIAL
PREMISES
INSPECTION/ SIGHT TEE
BY PLUMBER
6" SERVICE LATERAL TO
R/W BY THE CONTRACTOR
INSPECTION/ SIGHT TEE
BY CONTRACTOR
20' EASEMENT FOR
SANITARY SEWERS
ANY VARYING CONDITIONS
TO HAVE OWNERS APPROVAL
PRIOR TO CONSTRUCTION
PREMISES
RESIDENTIAL
PREMISES
RESIDENTIAL
Not to scale April 2016 Standard Detail SD-022
INSPECTION/ SIGHT TEE
SEWER SERVICE LINECONNECTIONS WITH
AT ALL LOCATIONS WHERE
NOTE:
THE HOMEOWNER IS
CONNECTED TO AN EXISTING
SEWER. THE CONTRACTOR
SHALL RECONNECT THE
HOMEOWNER'S SERVICE
SERVICE CONNECTION
SEWER TO THE NEW
INSTALLED UNDER THIS
CONTRACT.
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
BY PLUMBER
WYE BRANCH
NOTE:
WHERE MAIN SEWER IS IN PRIVATE PROPERTY, FOOTAGE OF
LATERAL PIPE WILL EXTEND TO THE EDGE OF SEWER RIGHT-OF-WAY.
TYPE I
BEND AS REQUIRED TO GAIN
PROPER SLOPE AND DIRECTION
1' BEDDING MATERIAL OVER TOP OF
PIPE FOR FULL WIDTH OF TRENCH
WYE BRANCH
FOOTAGE AS REQUIRED TO EXTEND
SERVICE TO PROPERTY LINE
WATERTIGHT PLUG
BY CONTRACTOR
INVERT ELEVATION AS
REQUIRED BY CUSTOMER
TO BE CONFIRMED BY
CONTRACTOR
PROPERTY LINE OR
LIMIT OF EASEMENT
SERVICE BY CUSTOMER
TO HERE
SERVICE BY CONTRACTOR
TO HERE
TYPE II
NOTE:
ALL SERVICE SEWERS SHALL BE 6" DIAMETER AND SHALL BE PVC PIPE.
CHANGES IN ALIGNMENT AND CONNECTIONS TO MAIN SEWER SHALL BE
ACCOMPLISHED WITH PREFABRICATED FITTINGS.
ENCAPSULATE SERVICE PIPE WITH BEDDING
MATERIAL 6" MIN. UNDER PIPE AND 12" ABOVE
PIPE FULL WIDTH OF TRENCH
*INV. ELEV. AS REQUIRED
BY CUSTOMER. TO BE
CONFIRMED BY CONTRACTOR
WATERTIGHT PLUG
AND BLOCKING
SERVICE BY CUSTOMER
TO HERE
SERVICE BY CONTRACTOR
TO HERE
STEP EXCAVATE
BOTTOM OF
TRENCH
PROPERTY LINE OR EASEMENT
45°
Not to scale April 2016 Standard Detail SD-023
LATERAL CONNECTIONSTYPICAL SEWER SERVICE
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
3'
MIN.
6" PLUG BY
CONTRACTOR
LINEAL FOOTAGE AS
SHOWN ON PLAN
5"- 90° BEND
C
L
6" PLUG BY CONTRACTOR
ELEV. AS REQUIRED
BY CUSTOMER
VA
RIA
BL
E V
ER
TIC
AL
FO
OT
AG
E
6" MIN. DEPTH
SPECIFIED BEDDING
6" BEND
WYE WITH 6" BRANCH
6" MIN. THICKNESS CONC.
ENCASEMENT POURED
AGAINST UNDISTURBED
EARTH CLASS "C" - IF NO
UNDISTURBED EARTH
REINFORCE WITH ONE-
#4 BAR AT EACH CORNER
SERVICE BY
CONTRACTOR
TO HERE
SERVICE BY
CUSTOMER
TO HERE
3'
MIN.
LINEAL FOOTAGE
AS SHOWN ON PLAN
6" PLUG BY
CONTRACTOR
ELEV. AS REQUIRED
BY CUSTOMER
C
L
6" MIN. DEPTH
SPECIFIED
BEDDING
SERVICE BY
CONTRACTOR
TO HERE
SERVICE BY
CUSTOMER
TO HERE
12" O.D.
TYPE II
SERVICE BY
CUSTOMER
TO HERE
3'
MIN.
WYE WITH
6" BRANCH
6" BEND AS REQUIRED
TO GAIN PROPER
SLOPE & DIRECTION
SERVICE BY
CONTRACTOR
TO HERE
TYPE I
12" O.D. 12"
1.00%
MIN. SLOPE
6" MIN. DEPTH
SPECIFIED
BEDDING
M-D OUT-IN CONNECTION
J.G. POLLARD CO.
ATLAS MINERAL
PRODUCTS OR EQUAL
CLASS "C" CONC.
ENCASEMENT
PIP
E D
IA
.+
12"
6" BEND AS REQUIRED TO
GAIN PROPER SLOPE
AND DIRECTION
1.00% MIN. SLOPE
12"
PIPE DIA.+12"
TYPE III
LINEAL FOOTAGE
AS SHOWN ON PLAN
Not to scale April 2016 Standard Detail SD-024
SEWER SERVICE CONNECTIONSALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
MIN
.
12"
STONE ENCASEMENT
1) #57 LIMESTONE
2) #57 RIVER GRAVEL
TRENCH CROSS SECTION
SEWER SERVICE LINEINSPECTION/ SIGHT TEE
Standard Detail SD-025
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIA
April 2016Not to scale
1 1/4"
10"
SECTION A-A
3/8" HEX-
HEAD BOLT
PLAN
11 1/4"
SEWER
A A
SEWER SERVICE LINE
9"9"
P.D.
MIN
.
6"
P.D
.
BE LOCKED W/ (1) 3/8" HEX HEAD STAINLESS
AS MFG. BY NEENAH FOUNDRY. LID SHALL
LAMPHOLE CASTING W/ LID MODEL R-1976
STEEL BOLT. LID TO BE LETTERED "SEWER"
IN UN-IMPROVED AREAS
INSPECTION/ SIGHT TEE DETAIL
8"x8"x6" WYE (TYP.)
PIPE BEDDING
#57 LIMESTONE OR GRAVEL
IRON PIPE AND D.I.P. WYE, BENDS AND TEE.
IF LATERAL > 15 FEET DEEP, USE CL 52 DUCTILE
WITH MPT PLUG
FEMALE ADAPTOR (HUB x FPT)
LIMIT OF RIGHT OF WAY
NOTE:
6" SDR-35 PVC (TYP.)
IN ACCORDANCE TO THE REQUIREMENTS OF
GROUND
SURFACE OF
TRENCH
BACKFILL
SANITARY TEE
6"x6"x6" SDR-35
THE OWNER.
4'-0" M
IN
.
14" CRUSHED STONE
COMPACTED BACKFILL MATERIAL SHALL BE
6" COVER
ON SD-025A
REFER TO NOTES
INSPECTION / SIGHT TEES INSTALLED IN WOODED AREAS SHALL BE EXTENDED 12" ABOVE FINAL
GRADE. A CONCRETE PAD, 2' SQUARE OR 2' DIAMETER SHALL BE A MINIMUM OF 8" ABOVE FINAL
CHANGES TO ALLEGHENY COUNTY PLUMBING CODE, EFFECTIVE SEPTEMBER 1, 1998
INSPECTION/ SIGHT TEE REQUIRED AT PUBLIC SEWER CONNECTION
SHALL BE BROUGHT TO GRADE WITH A WATER AND AIR TIGHT CLEANOUT ASSEMBLY."
SHALL BE PROVIDED WITH AN INSPECTION/ SIGHT TEE AT THE PROPERTY LINE. SUCH CONNECTION
"ALL NEW OR REPLACED SANITARY SEWER LATERALS, WHEN CONNECTED TO THE PUBLIC SEWERS
THE CONTRACTOR OR THE PLUMBER WILL BE REQUIRED TO TAKE MEASUREMENTS TO
REFERENCE SHALL BE SUBMITTED TO THE AUTHORITY FOR FILING. FAILURE TO DO SO MAY
UNOBSTRUCTED SIGHTING FROM THE TOP OF THE STAND PIPE TO BASE SHOULD BE OBSERVED,
AND LANDSCAPING IS COMPLETED. WHEN INSPECTION/ SIGHT TEE ASSEMBLY IS COMPLETED, AN
THE STANDPIPE SHALL BE CUT AND LAMPHOLE FRAME AND LID SET ONLY AFTER FINAL GRADING
INSPECTION REQUIREMENTS- LAMPHOLE MUST BE FLUSH TO GRADE. ON NEW CONSTRUCTION,
ALL DISTURBED AREAS. ANY SUBSEQUENT SETTLEMENT WILL BE CORRECTED AT THE
COMPACTION REQUIREMENTS- CONTRACTOR OR PLUMBER MUST THOROUGHLY COMPACT
LAMPHOLE FRAME AND LID- NEENAH FOUNDRY R-1976 WITH 3/8" STAINLESS STEEL LOCK DOWN
SANITARY MATERIALS- TEE (6"x 6"x 6") & 6" STANDPIPE SHALL BE SDR 35 PVC WITH
INSPECTION/ SIGHT TEES ARE NOT PERMITTED IN PUBLIC SIDEWALKS OR STREETS.
PRECAUTIONS SHALL BE MADE AS TO NOT SET THE INSPECTION/ SIGHT TEE IN DRIVEWAYS SUBJECT
TO VEHICLE TRAFFIC. OFF-SET LATERAL/ BUILDING SEWER IF NECESSARY.
INSPECTION/ SIGHT TEE SHALL BE SET ON A MAXIMUM HORIZONTAL SLOPE OF 2.0 PERCENT SLOPE.
UTILITY EASMENT, THE INSPECTION/ SIGHT TEE SHALL BE LOCATED AT THE RIGHT-OF-WAY LINE.
WHERE A PUBLIC SEWER MAIN IS LAID WITHIN A DEDICATED PUBLIC SEWER EASEMENT OR
AT PUBLIC SEWER CONNECTIONINSPECTION/ SIGHT TEE REQUIRED
Standard Detail SD-025A
BOLT. INSTALL FRAME IN CONCRETE PAD. LETTERING- "SEWER"
RESULT IN DELAYS IN OBTAINING A BUILDING OCCUPANCY PERMIT.
REFERENCE LOCATION OF INSPECTION/ SIGHT TEES.
OTHERWISE, THE ASSEMBLY SHALL BE REJECTED.
PROPERTY OWNER'S EXPENSE.
MUNICIPAL AUTHORITYMOON TOWNSHIP
ALLEGHENY COUNTY PENNSYLVANIA
Not to scale
9.
8.
7.
6.
April 2016
SEC. 225.4 OF THE ALLEGHENY COUNTY PLUMBING CODE READS....
CLEAN ADAPTER (HUB x FPT) WITH MPT PLUG- SDR 35 PVC.
ELASTOMERIC SEALS (ASTM D-3212).
5.
4.
3.
2.
NOTES:
1.
ALLEGHENY COUNTY
GRADE WITH A TOTAL MINIMUM DEPTH OF 20" ON A 6" DEPTH OF STONE.
Not to scale April 2016 Standard Detail SD-026
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
NOT USED
Not to scale April 2016 Standard Detail SD-027
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
NOT USED
CLEAN OUT
PITTSBURGH TYPE FRESH AIR VENT
CASTING WITH 3/8" MAX. VENT
OPENINGS. WATERTIGHT SEAL-
FERNCO ADAPTER MODEL 44-U405.
BUILDING WALL
2' MIN.
5' MAX.
BUILDING DRAIN- 4" SCH. 40 PVC, ABS OR
C.I.S.P. SHALL BE 36" MIN. DEPTH
UNDER BUILDING WALL.
NOTE:
SLOPE SHALL BE MIN. 1/2" PER
FOOT FOR 4" LINE AND 1/8" PER
FOOT SLOPE FOR 6" LINE.
STONE ENCASEMENT
1.) #57 LIMESTONE
2.) #57 RIVER GRAVEL
PIPE
DIA.
6"
PIPE DIA.
12"
TRENCH BACKFILL
GRADE
Not to scale April 2016 Standard Detail SD-028
LINE EXTENSION AND
NOTE:
SEWER SERVICE LINE AND SEWER SERVICE
CONNECTIONS SHALL BE INSTALLED BY SKILLED
WORKMEN AT THE COST OF THE CUSTOMER IN
ACCORDANCE WITH THE RULES AND REGULATIONS
AND DETAILED SPECIFICATIONS OF THE AUTHORITY.
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
9" 9"
2'-0"
BLDG. SEWER OR SEWER
SERVICE LINE CONNECTION
BLDG. SEWER OR SEWER
SERVICE LINE EXTENSION
SIDE LINE OF STREET;
HIGHWAY OR SEWER R/W
OR END OF SEWER
SERVICE CONNECTION R/W
GRADE
NEW CONSTRUCTION- 4"x 4"x 4" VENTED
TRAP, PVC OR ABS, WITH ASTM D2855
JOINTS.
4" SERVICE LINE SDR #35 PVC,SCH 40
OR 4" ABS PER CONDENSED
SPECIFICATIONS
6"x 4" INCREASER
COUPLING
SPIGOT x GASKET
6"x 6"x 6" SDR #35
SANITARY TEE
6"x 45° MAX. BEND
4"SCH. 40 PVC OR ABS
SERVICE SEWER LINE
TRENCH SECTION
SEE DETAILS FOR
INSPECTION TEE
SD-025 AND SD-025A
SPECIFICATIONS.
SEE SD-028A FOR CONDENSED INSTALLATION
OWNED/ MAINTAINED BY
PROPERTY OWNER
OWNED/ MAINTAINED BY MTMA
SERVICE CONNECTION
INSTALL WITH TOP OF VENT 6"
ABOVE ADJACENT GROUND
TO PREVENT ENTRANCE OF
SURFACE WATER.
NOTE:
NO VENT SHALL BE PERMITTED IN
DRIVEWAYS, PARKING LOTS,
WALKWAYS, CART PATHS OR OTHER
FINISHED SURFACE AREAS UNLESS
PRIOR APPROVAL IS GRANTED BY
THE AUTHORITY.
SHIELDED FERNCO ADAPTER TO TRANSITION
PIPE MATERIAL.
Standard Detail SD-028A
SERVICE LINE EXTENSION AND
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
Not to scale April 2016
SERVICE LINE CONNECTIONCONDENSED SANITARY SEWER SYSTEM
INSTALLATION SPECIFICATION
Not to scale April 2016 Standard Detail SD-029
SANITARY SEWER FORCE MAIN TOCONNECTION FOR RESIDENTIAL
FORCE MAIN TO EXISTING GRAVITY PUBLIC SEWER
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
INSPECTION / SIGHT TEE DETAIL
LIMIT OF RIGHT OF WAY
#57 LIMESTONE OR GRAVEL
PIPE BEDDING
6" SDR-35 PVC (TYP.)
THE OWNER.
6"x6"x6" SDR-35
SANITARY GASKET TEE
STEEL BOLT. LID TO BE LETTERED "SEWER"
IN ACCORDANCE TO THE REQUIREMENTS OF
COMPACTED BACKFILL MATERIAL SHALL BE
LAMPHOLE CASTING W/ LID MODEL R-1976
MIN. 14" CRUSHED STONE
AS MFG. BY NEENAH FOUNDRY. LID SHALL
BE LOCKED W/ (1) 3/8" HEX HEAD STAINLESS
8"x8"x6" WYE (TYP.)
FEMALE ADAPTOR (HUB x FPT)
WITH MPT PLUG
9"
P.D.9"
6"
MIN
.
P.D
.1
2"
MIN
.
BACKFILL
TRENCH
TRENCH CROSS SECTION
SEWER SERVICE LINE
2) #57 RIVER GRAVEL
1) #57 LIMESTONE
STONE ENCASEMENT
PLAN
SEWER
A A
SECTION A-A
11 1/4"
HEAD BOLT
3/8" HEX-
1 1/4"
10"
4" COVER
SURFACE OF
GROUND
IF LATERAL > 15 FEET DEEP, USE CL 52 DUCTILE
IRON PIPE AND D.I.P. WYE, BENDS AND TEE.
NOTE:
4'-0
" M
IN
.
EXISTING GRAVITY PUBLIC SEWER
1 1/4" FORCE MAIN
(HDPE) IPS DR11 or
1- 6"x4" EXTENDED BUSHING SPIGOT x DWV HUB
1- 4"x2" SCH. 40 SLIP x SOCKET REDUCING BUSHING
1- 2"x1 1/4" SCH. 40 SLIP x FIP REDUCING BUSHING
SEE STANDARD DETAILS
SD-025 & SD-025A
1- 1 1/4" MIP. PACK JOINT COUPLING
DR9
PITTSBURGH TYPE FRESH AIR
VENT CASTING WITH 3/8"
MAXIMUM VENT OPENINGS.
WATERTIGHT SEAL WITH
FERNCO ADAPTORS
MODEL 44-U405.
INSTALL WITH TOP OF VENT 6" ABOVE
ADJACENT GROUND TO PREVENT
ENTRANCE OF SURFACE WATER.
GRASS AREA
PAVED
SURFACE
METALLIC
FLASHING
FLANGE
6"
HOUSE
GRASS AREA
1'-6"
(M
IN
.)
VENT
(SLOPE 1/8" PER FT.)
ADAPTERS - CONNECTIONS
BETWEEN THE PLAIN END OF
A DIFFERENT PIPE MATERIAL
SHALL BE MADE WITH
FLEXIBLE COUPLINGS
MANUFACTURED BY GALDEN
OR FERNCO (SERIES 1002 FOR
VCP TO PVC SERIES 1056 FOR
CIP TO PVC)
4" x 45° BEND
(ROTATED FOR
ALIGNMENT)
AUTHORITIES
SANITARY SEWER
FLOW
4" x 4"
SANITARY
TEES
BUILDING DRAIN FROM
STRUCTURE
(SLOPE 1/8" PER FT.)
HOUSE
OPTION "A"
OPTION "D"
OPTION "B"
OPTION "C"
DRIVEWAYEXISTING VENT TO
BE RELOCATED
CONDENSED INSTALLATION SPECIFICATIONS
SEWER SERVICE LINE AND SEWER SERVICE
CONNECTIONS SHALL BE INSTALLED BY
SKILLED WORKMEN AT THE COST OF THE
CUSTOMER IN ACCORDANCE WITH RULES AND
REGULATIONS AND DETAILED
SPECIFICATIONS OF THE AUTHORITY WHICH
ARE CONDENSED AS FOLLOWS ON SD-028A.
Not to scale Standard Detail SD-030April 2016
RESIDENTIAL SANITARY SEWER
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY SYSTEM
SEWER VENT RELOCATION
(M
IN
.)
CLEAN-OUT WITH WATER TIGHT LID
IN PAVEMENT. USE C.I. HUB W/ BRASS IP
SCREW IN LID.
PAVED
SURFACE
4" SCHEDULE 40 PVC
OR ABS (TYP.)
EXISTING TRAP
NO VENT SHALL BE PERMITTED IN
DRIVEWAYS, PARKING LOTS, WALKWAYS,
CAR PORTS OR OTHER FINISHED SURFACE
AREAS UNLESS PRIOR APPROVAL IS
GRANTED BY THE AUTHORITY.
NOTE:
PLAN
SECTION
ALL CONNECTIONS
SHALL BE THREADED
1 1/4" GRINDER PUMP
DISCHARGE LINE
1 1/4" BALL
CURB BOX-
PVC ADAPTER
ST
RE
ET
R
/W
L
IN
E/
Not to scale April 2016 Standard Detail SD-031
TO PRESSURE SEWER
SMALL DIAMETER
FORCE MAIN CONNECTION
ED
GE
O
F E
AS
EM
EN
T
TYLER SERIES 6870,
4 1/2" SHAFT, SCREW
TYPE, No. 144-R HAVING
45" TO 54", 'SEWER'
EXTENSION RANGE
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
CAST IN LID
PRESSURE SEWER
OW
NE
D A
ND
O
PE
RA
TE
D
OW
NE
D A
ND
O
PE
RA
TE
D
M.T
.M
.A
.
(1 1/4" FPT x 1 1/4" SOCKET)
CORPORATION
VALVE
1 1/4" SCH. 80 ADAPTOR (S x MPT)
1 1/4" BALL VALVE (F.I.P. x F.I.P.)
SCH. 80 PLUG (M.I.P.)
CRUSHED STONE
EMBEDMENT
AASHTO #57
BY
H
OM
EO
WE
R
Not to scale April 2016 Standard Detail SD-032
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
NOT USED
GRINDER PUMP BASIN- HIGH DENSITY POLYETHYLENE (HDPE).
ELECTRICAL QUICK DISCONNECT (EQD)- CABLE FROM
ACCESSWAY COVER- FRP (FURNISHED WITH PADLOCK).
WOLMANIZED POST
1" - 4"
16
DISCHARGE TO BE
BELOW FROST LINE
11
1 1/4" FEMALE
PIPE THREAD
6" - 12" SETTLING LOOP
DEPTH PER LOCAL CODE
DEPTH PER
POWER AND ALARM CABLE- CIRCUITS TO BE INSTALLED IN
DISCONNECT PANEL- RAIN PROOF (NEMA 3R) ENCLOSURE TO BE
ALARM DEVICE- EVERY INSTALLATION IS TO HAVE AN ALARM
DEVICE TO ALERT THE HOMEOWNER OF A POTENTIAL
INLET- EPDM GROMMET (4.5" I.D.). FOR 4.5" O.D. DWV PIPE.
WET WELL VENT- 2" TANK VENT, SUPPLIED BY FACTORY
GRAVITY SERVICE LINE- 4" DWV, (4.5" O.D.). SUPPLIED BY OTHERS.
STUB-OUT- 4" X 5' LONG WATERTIGHT STUB-OUT, TO BE
INSTALLED AT TIME OF BURIAL UNLESS THE GRAVITY SERVICE
DISCHARGE VALVE- 1 1/4" FEMALE PIPE THREAD.
DISCHARGE LINE- 1 1/4" NOMINAL PIPE SIZE. SUPPLIED BY OTHERS.
CONCRETE ANCHOR-
WEIGHT OF CONCRETE REQUIRED- 2000 LBS. (1985 LBS.)
BEDDING MATERIAL- 6" MIN. DEPTH, ROUND AGGREGATE, (GRAVEL).
FINISHED GRADE- GRADE LINE TO BE 1 TO 4 INCHES BELOW
REMOVABLE LID AND SLOPE AWAY FROM THE STATION.
CONDUIT- 1" OR 1 1/4", MATERIAL AND BURIAL DEPTH AS
AROUND TANK.
REBAR- REQUIRED TO LIFT TANK AFTER BALLAST (CONCRETE
FEATURE IDENTIFICATION
3"
MIN.
MIN
.
3"
3 3
10
3
2
8
LOCAL CODE
4
7
9 9aor
1
13
12
15
14
6
5
PUMP CORE TERMINATES HERE.
ACCORDANCE WITH LOCAL CODES. (100 FT. MAXIMUM LENGTH)
LOCATED OUTSIDE ON WOLMANIZED POST ADJACENT TO HOUSE.
EQUIPPED WITH CIRCUIT BREAKERS OR DISCONNECT SWITCH.
MALFUNCTION. VISUAL DEVICES SHOULD BE PLACED IN
VERY CONSPICUOUS LOCATIONS.
IN UNITS WITH ACCESSWAYS.
LINE IS CONNECTED DURING INSTALLATION. SUPPLIED BY OTHERS.
VOLUME OF CONCRETE REQUIRED- 13.2 FT. (.48 YD. )
REQUIRED BY LOCAL CODE.
ANCHOR) HAS BEEN ATTACHED, 4 PLACES, EVENLY SPACED
1.
3.
2.
4.
5.
6.
7.
8.
9.
9a.
10.
11.
12.
13.
14.
15.
16.
Not to scale April 2016 Standard Detail SD-033
(OUTSIDE INSTALLATION)
GRINDER PUMPALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
TANK INSTALLATION
UNDISTURBED
EARTH
CONCRETE
ANCHOR
GRAVEL BEDDING
FILL TO GRADE WITH CLEAN, COMPACTIBLE BACKFILL. SUCH AS
PEA GRAVEL OR CRUSHED STONE. 1/8" - 3/4" IN SIZE.
PRE-CAST
TYPICAL IN-GROUND SECTION VIEW
IN-PLACE
POURED
CLAY IS NOT ACCEPTABLE BACKFILL
Not to scale April 2016 Standard Detail SD-033A
(OUTSIDE TANK INSTALLATION)
GRINDER PUMP
THE TANK IS SUPPLIED WITH A STANDARD GROMMET FOR CONNECTING THE 4" DWV (4.5" O.D.) INCOMING
SEWER DRAIN. OTHER INLET TYPES AND SIZES ARE OPTIONAL (CAUTION- 4" DR-35 PIPE IS OF SMALLER
DIAMETER AND WON'T CREATE A WATERTIGHT JOINT WITH THE STANDARD GROMMET). PLEASE CONFIRM THE
CORRECT INLET BEFORE CONTINUING. IF A CONCRETE BALLAST IS ATTACHED TO THE TANK LIFT ONLY BY THE
LIFTING EYES, (REBAR) EMBEDDED IN THE CONCRETE. DO NOT DROP, ROLL, OR LAY TANK ON ITS SIDE. THIS
WILL DAMAGE THE UNIT AND VOID THE WARRANTY.
EXCAVATE A HOLE TO A DEPTH, SO THAT THE REMOVABLE COVER EXTENDS ABOVE THE FINISHED GRADE
LINE. THE GRADE SHOULD SLOPE AWAY FROM THE UNIT. THE DIAMETER OF THE HOLE MUST BE LARGE
ENOUGH TO ALLOW FOR A CONCRETE ANCHOR. PLACE THE UNIT ON A BED OF GRAVEL, NATURALLY ROUNDED
AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLES NOT LESS THAN 1/8" OR MORE THAN 3/4" IN
DIAMETER. THE CONCRETE ANCHOR IS NOT OPTIONAL.
THE UNIT SHOULD BE LEVELED AND THE WET WELL FILLED WITH WATER TO THE BOTTOM OF THE INLET TO
HELP PREVENT THE UNIT FROM SHIFTING WHILE THE CONCRETE IS BEING POURED. THE CONCRETE MUST BE
VIBRATED TO ENSURE THERE ARE NO VOIDS. IF IT IS NECESSARY TO POUR THE CONCRETE TO A HIGHER
LEVEL THEN THE INLET, THE INLET MUST BE SLEEVED WITH AN 8" TUBE BEFORE POURING.
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
COVER AS SPECIFIED
MANHOLE FRAME AND
MEET LOAD CONDITIONS
TO BE DESIGNED TO
MANHOLE SLAB TOP
SLOPE FLOOR 1/4"
HE
IG
HT
V
AR
IE
S
B
TO DRAIN PIPE
PLAN A
6" INTO CONCRETE
3/4" DIA. ANCHOR BOLTS
4" DRAIN PIPE (LENGTH AS REQ'D.)
PROPOSED SEWER LINE
WALL SLEEVE AND LINK SEAL
3) COMBINATION AIR VALVE
2) AIR VACUUM VALVE
1) AIR RELEASE VALVE
BY THE ENGINEER
B
IN THE MANHOLE AS REQUIRED
* TYPE OF VALVE INSTALLED
LADDER BARS
1" ODOR VENT
(SEE NOTE)
BASE PAD
MANHOLE WALL
SLEEVE FOR
SEALING 1" VENT
NOTE:
ODOR VENT FROM AIR VALVE
TO BE RUN INTO TRENCH WITH
20' PERFORATED PIPE ENCASED
IN MIN. OF 12" 2B STONE.
PRECAST 5 FT. DIA. CONCRETE
MANHOLE BARREL SECTIONS
SHALL CONFORM TO ASTM C-478
LATEST REVISION.
BITUMINOUS COATING
TEE W/BLIND FLANGE
TAPPED FPR 2"
AS SPECIFIED
9 CUBIC FEET OF CRUSHED GRAVEL
AND STONE DRAIN AREA (OPPOSITE
SIDE FROM ODOR VENT) OR RUN
PIPE TO DAYLIGHT AND COVER END
OF PIPE WITH 1/4" STAINLESS STEEL
SCREEN.
Not to scale April 2016 Standard Detail SD-034
RELEASE VALVE AND MANHOLESEWAGE AIR AND VACUUM
(4 REQUIRED)
3' MIN.
2" VALVE TYPE
1" DIA. PVC PIPE
VENT TO
SECTION B
8"
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
H-20
2" BRASS NIPPLE
2" C.I. BALL VALVE
W/SS BALL AND HANDLE
CONCRETE
SUPPORT
W/ STAINLESS STEEL HARDWARE
LINKSEAL
DAYLIGHT
AN ELEVATION OF 12" ABOVE THE TOPS
EXCAVATION IN THE SAME MATERIAL TO
ENCAPSILATE ALL PIPES WITHIN MANHOLE
OF 6" THICKNESS 1B BEDDING MATERIAL.
ALL PIPING CONNECTIONS ON A MINIMUM
SUPPORT MANHOLE STRUCTURE AND
WATERPROOF EXTERIOR SURFACE
WITH TWO COATS MINIMUM DRY
FILM THICKNESS, 8 MILS PER COAT
BITUMASTIC MATERIAL OR COAL
TAR SOLUTION
#4 @ 12" EACH WAY
LINK SEAL
WATERTIGHT WALL SLEEVES WITH
PIPE PENETRATIONS SHALL HAVE
CONDITION
TO MEET MINIMUM H-20 LIVE LOAD
MANHOLE SLAB TOP TO BE DESIGNED
(4 REQUIRED)
3/4" ANCHOR BOLTS
6" INTO CONCRETE
APPROVED BY THE ENGINEER
WITH BITUMASTIC JOINT SEALANT
JOINTS SHALL BE EQUIPPED
OF PIPES.
PRECAST CONCRETE MANHOLE
SECTIONS SHALL CONFORM TO
ASTM-C478, LATEST REVISION.
WHERE MANHOLE FOUNDATION
IS IN ROCK, REINFORCEMENT
WILL NOT BE REQUIRED.
LIFTING HOLES SHALL BE PAINTED
WITH MORTAR, MADE WATERTIGHT
AND LEFT NEAT & SMOOTH.
SECTION A-A
NON-SHRINK GROUT
MANHOLE FRAME & COVER
5'-0" M
IN
IM
UM
7'-0" M
IN
IM
UM
(AS SPECIFIED)
AS SPECIFIED
DIAMETER
12" O.C.
C
L
L
C
Not to scale April 2016 Standard Detail SD-035
MANHOLE VAULTPRECAST CONCRETE
NOTES:
1.
2.
3.
4.
LADDER BARS
SEE SD-017
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
Standard Detail SD-036
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
Not to scale April 2016
NOT USED
Standard Detail SD-037
PRESSURE SEWER IN-LINEALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
Not to scale April 2016
FLUSHING CONNECTION
SPOOL PIPE
2" THREADED BUSHING
BRASS PIPE NIPPLE
CHECK VALVE
BRASS PIPE NIPPLE
BRASS BALL VALVE
BRASS PIPE NIPPLE
2" BRASS COLLAR
W/ SCH. 80 PLUG (MIP)
CONCRETE
THRUST BLOCKING
3" VALVES OR LARGER
SHALL BE M.J. RESILIENT
SEAT GATE VALVES
SHALL BE BALL VALVES
1 1/2" AND 2" VALVES
STANDARD OR
REDUCING TEE
SDR 21 PVC PIPE
6" CRUSHED
STONE BEDDING
20" PVC METER BOX
SINGLE LID COVER, MODEL NO. C53
FRAME AND LOCKING LID TO BE FORD TYPE C
15" LOCKING LID, 20" DIAM. FRAME
LID TO BE LETTERED "SEWER"
W/ 4 1/2" VALVE BOX
W/ 5 1/4" 3 PIECE VALVE BOX
AND TRANSITION GASKETS
FOR PVC PIPE
LIDS TO BE LETTERED "SEWER"
VALVE BOX (TYP.)
3"
SCH. 80 PVC REDUCING TEE (SOCKET x SOCKET) OR STANDARD
IN - LINE FLUSHING CONNECTION
TEE WITH REDUCING BUSHING (SLIP x SOCKET) AS REQUIRED
1 1/2" SCH. 80 PVC PIPE WITH NEOPRENE INSULATION2.
1.
1 1/2" SCH. 80 PVC ADAPTOR (SOCKET x M.P.T.)3.
1 1/2" BRASS BALL VALVE - FULL PORT WITH S.S. BALL AND HANDLE4.
1 1/2" x 3" BRASS NIPPLE5.
BRASS COLLAR6.
SCH. 80 PVC PLUG (M.I.P.)7.
(FIP x FIP)
FULLPORT S.S. BALL
& HANDLE
12 AWG SOLID COPPER
THHN OR THWN
LOCATING WIRE ON
PVC PIPE (TYP.)
OR HDPE
Standard Detail SD-038Not to scale April 2016
CONSTRUCTION STANDARD
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
PRESSURE SEWER TERMINAL
TERMINAL FLUSHING CONNECTION
FRAME AND LOCKING LID
TO BE FORD TYPE "C"
SINGLE LID COVER. MODEL
NO. C53 15" LOCKING LID,
20" DIA. FRAME LID TO BE
LETTERED "SEWER".
1 1/2" FULL-PORT BALL VALVE
(F.I.P. x F.I.P.) W/ STAINLESS STEEL
BALL AND HANDLE
1 1/2" PVC SCH. 80 IN
NEOPRENE INSULATION
20" PVC METER BOX
6" CRUSHED STONE BEDDING
45° SCHEDULE 80 PVC BEND
(SOCKET x SOCKET)
SDR 21 PVC OR HDPE
SCHEDULE 80 PVC REDUCING
COUPLING AS REQUIRED (SOCKET
x SOCKET)
CONCRETE THRUST
BLOCK
FLUSHING CONNECTION
1 1/2" BRASS COLLAR
(F.I.P. x F.I.P.)
1 1/2" x 3" BRASS NIPPLE
PLUG SCH. 80 (M.I.P.)
3"
6"
15
"
FEMALE / MALE IP
ADAPTOR
12 AWG SOLID LOCATING
WIRE BROUGHT UP
STAND PIPE INTO PIT
22 AWG SOLID COPPER LOCATING
WIRE THNN OR THWN
B
D.I.P. CARRIER PIPE
STAINLESS STEEL STUD
WASHERS & HEX NUTS
CASING SPACERS- MUST PROVIDE ELECTRICAL TRANSMISSION
INSULATION BETWEEN CASING PIPE AND CARRIER PIPE
STEEL CASING PIPE ASTM A 53
WALL THICKNESS OF CASING PIPE
DIAMETER (IN.)
UP TO 16"
18" TO 24"
26" TO 34"
THICKNESS (IN.)
1/4"
3/8"
1/2"
RUBBER BOOT
STAINLESS STEEL BAND
SECTION B
SECTIONAL PLAN A
B
Not to scale April 2016 Standard Detail SD-039
INSTALLED BY BORING
STEEL CASING ANDD.I. CARRIER PIPES
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
35,000 PSI (MIN) FOR RR CROSSINGS
30,000 PSI (MIN) FOR HWY CROSSINGS
36" TO 42" 5/8"
WITH FIELD LOK GASKETS.
PIPELINE CASING SPACERS SHALL
BE CASCADE WATERWORKS MFG. CO.
OR APPROVED EQUAL.
CLEAR PAVING BY 3' MIN.
CASING TO BE BORED TO
NOTE:
MANUFACTURER RECOMMENDS
10' MAX. SPACING W / END SPACERS
2' FROM END OF CASING OR AS
DIRECTED BY SPACER MANUFACTURER
TO SUPPORT CARRIER PIPE MATERIAL
24" MIN.12"
12"
TRENCH
4'-6
"2
4"
FOR PIPES 12" DIA. OR LESS
FOR PIPES 15" TO 20" DIA.
FOR PIPES 24" TO 30" DIA.
EXTEND ANCHOR TO 6" BELOW
GROUND SURFACE WHEN
NECESSARY TO PREVENT BACKFILL
FROM BEING WASHED OUT BY
SURFACE WATER
GROUND SURFACE
DUCTILE IRON PIPE MATERIAL
W/ FIELD LOK GASKETS
CONCRETE ANCHORS FOR PIPES ON STEEP GRADES
PROVIDE NO ANCHORS ON GRADES LESS THAN 20% UNLESS NOTED
PROVIDE ANCHORS 36' O/C ON GRADES BETWEEN 20% AND 34%
PROVIDE ANCHORS 18' O/C ON GRADES BETWEEN 34% AND 50%
PROVIDE ANCHORS 9' O/C ON GRADES BETWEEN 50% AND 70%
FOR CONDITIONS OTHER THAN SHOWN HEREON ANCHORS SHALL BE
PROVIDED AS REQUIRED BY THE CONTRACT PLANS OR ORDERED IN
THE FIELD BY THE AUTHORITY'S REPRESENTATIVE.
12"
18"
24"
Not to scale April 2016 Standard Detail SD-040
CONCRETE ANCHORS
FOR PIPELINESALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
DRAIN PIPE
REINFORCEMENT #4@12"
6"
L= D + 24" + 2H (IN INCHES)1'-6"
3'-0"
MIN
. E
MB
ED
ME
NT
BOTTOM TO
REST ON
FIRM GROUND
EXAMPLE: D=12"
H=10'-0"
L=12"+24"+(2X10)=56"
12"
12"
H (IN
F
EE
T)
(A
S R
EQ
UIR
ED
)
D (INCHES)
D/2
1/2" STIRRUPS AT
24" EACH SIDE
2 LAYERS OF HEAVY
ROOFING PAPER
UNDERNEATH PIPE
ALL REINF. STEEL
1/2" DIA.
1/2" DIA. @ 12"
THESE PIERS SHALL BE CONSTRUCTED AT ALL LOCATIONS
WHERE PIPE ALIGNMENT OR PROFILE PROHIBITS PIPE
SUPPORT ON ORIGINAL UNDISTURBED GROUND. SPACING
BETWEEN PIERS SHALL ACCOMODATE PIPE JOINTS
UNLESS OTHERWISE SHOWN ON THE THE PLANS OR
DIRECTED IN THE FIELD
D+12"
Not to scale April 2016 Standard Detail SD-041
UNDISTURBED GROUND
PIPE SUPPORT PIERS
FOR ALIGNMENTS ABOVE ORIGINALALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
FIRM GROUND
VA
RIA
BL
E F
AC
E A
RE
A N
OT
L
ES
S
TH
AN
S
HO
WN
IN
T
AB
LE
4"
NOT LESS THAN
6/10 THIS DIM.
12
4"
12
VA
R. F
AC
E
AR
EA
N
OT
L
ES
S
TH
AN
S
HO
WN
IN
T
AB
LE
FIRM
GROUND
NOT LESS THAN
6/10 THIS DIM.
OUTSIDE FACE AREA NOT
LESS THAN SHOWN IN TABLE
EITHER
VA
RIA
BL
E F
AC
E A
RE
A N
OT
L
ES
S
TH
AN
S
HO
WN
IN
T
AB
LE
3" M
IN
.
6" M
IN
.
VA
RIE
S
12
6
12
12
TEES AND PLUGS BENDS TEES, WYES, AND BENDS
NOTES:
1. ALL TEES, WYES, CROSSES, PLUGS AND BENDS OF 10° OR MORE SHALL BE
BLOCKED AGAINST FIRM EARTH WITH CONCRETE.
2. EARTH PRESSURE FIGURED AT 4000 PSF. IF EARTH ENCOUNTERED WILL NOT WITHSTAND
THIS PRESSURE, THE AREA OF THE BLOCK MUST BE INCREASED PROPORTIONATELY.
CALCULATIONS ARE BASED ON 225 PSI PRESSURE OR 150 PSI WORKING PRESSURE PLUS 50% INCREASE
FOR WATER HAMMER FOR SIZES 4" TO 24" INCLUSIVE. FOR SIZES 30" & 36" THE TABLE IS BASED ON
120 PSI PRESSURE OR 75 PSI WORKING PRESSURE PLUS 50% WATER HAMMER.
AREA OF BLOCK IN SQUARE FEET
PIPE
SIZE
(in)
AREA*
(sq in)
TOTAL
FORCE
(lbs)
TEES
&
PLUGS
90
DEGREE
BENDS
45
DEGREE
BENDS
22 1/2
DEGREE
BENDS
11 1/4
DEGREE
BENDS
4 19 4275 1.1 1.5 1.0 1.0 1.0
6 38 8550 2.2 3.0 1.6 1.0 1.0
8 65 14625 3.7 5.2 2.8 1.4 1.0
10 97 21825 5.5 7.7 4.2 2.1 1.1
12 137 30825 7.7 10.9 5.9 3.0 1.5
14 184 41400 10.4 14.6 7.9 4.0 2.1
16 238 53550 13.4 18.9 10.3 5.2 2.7
18 299 67275 16.8 23.8 12.9 6.6 3.4
20 367 82575 20.7 29.2 15.8 8.1 4.1
24 523 117675 29.4 41.6 22.5 11.5 5.9
30 805 96600 24.2 34.2 18.5 9.4 4.8
36 1152 138240 34.6 48.9 26.5 13.5 6.9
Not to scale April 2016 Standard Detail SD-042
CONCRETE THRUST BLOCKINGALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
STAINLESS STEEL STRAPS
AROUND PIPE
& ANCHORED IN CONCRETE
SIZE OF PIPE
AS SPECIFIED
SEE TABLE FOR VOLUME
OF CONCRETE AND SIZE
OF ANCHOR RODS
1/2D+2'1/2D+2'
SEE SD-042
NOTE: THE TABLE IS BASED ON 225 PSI TEST
PRESSURE. ALL BLOCKS HAVING LENGTH OF
3'-0" OR MORE TO BE REINFORCED WITH #4
@ 6" PLACED 3" FROM TOP OF BLOCK.
PIPE
SIZE
TOTAL
FORCE
(lbs)
45
DEGREE
BENDS
22 1/2
DEGREE
BENDS
11 1/4
DEGREE
BENDS
45
DEGREE
BENDS
22 1/2
DEGREE
BENDS
11 1/4
DEGREE
BENDS
4
6
8
10
12
14
16
18
20
24
4275 22.7 11.6 5.9 1-#4 1-#4 1-#4
1-#41-#42-#411.923.345.58550
1-#42-#42-#420.339.677.814625
2-#42-#42-#430.359.1116.121825
2-#42-#42-#542.883.5164.030825
2-#42-#42-#657.5112.1220.241400
2-#42-#52-#773.4145.0284.953550
2-#42-#52-#793.4182.2357.967275
2-#42-#62-#8114.7223.6439.282575
2-#52-#72-#9183.4318.7626.0117675
VOLUME IN CUBIC FEET SIZE AND NO. OF ANCHOR RODS
Not to scale April 2016 Standard Detail SD-043
UNDER OBSTRUCTIONS
CONCRETE ANCHORS ANDMETHOD OF LAYING MAINS
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
NOTE:
MTMA REQUIRE USE
OF STAINLESS STEEL RODS
6" M
IN
.
18" M
IN
. IF
W
AT
ER
LIN
E C
RO
SS
IN
G
Not to scale April 2016 Standard Detail SD-044
ANCHOR BENDS INTOSTANDARD METHOD TO
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
SOLID ROCK
R
.
O
.
R
.
O
F
P
I
P
E
1/2" O
.D
.
OF
P
IP
E
W
A
A
304 STAINLESS STEEL
NOTE:
ALL BANDS, BOLTS, AND NUTS
SHALL BE STAINLESS STEEL
T
=
T
H
IC
K
N
E
S
S
O
F
S
T
E
E
L
B
A
N
D
DIA
. O
F B
OL
T =
D.B
.
NOTE: IMBEDDED PORTION
OF BOLT TO BE "BRUISED"
2" +
D.B
.D
.R
. =
D
EP
TH
IN
TO
SO
LID
R
OC
K
POR-ROK NON-SHRINK
GROUT OR APPROVED
EQUAL
SOLID ROCK
SIZE OF PIPE
DEGREE BEND
R = O.R.+
W
T
A
D.B.
D.R.
4", 6", 8"
22 1/2° 45° 90°
1/2" 1/2" 1/2"
2" 2" 2"
1/2" 1/2" 1/2"
2" 2" 2"
3/4" 3/4" 3/4"
6" 6" 6"
10" & 12"
45° 90°
1/2" 1/2" 3/4"
2" 2 1/2" 3"
1/2" 1/2" 3/4"
2" 2 1/2" 3"
3/4" 1" 1 1/8"
6" 8" 10"
14" & 16"
45° 90°
1/2" 3/4" 3/4"
2" 3" 4"
1/2" 3/4" 3/4"
2" 3" 3 1/2"
3/4" 1 1/8" 1 1/2"
6" 10" 10"
18" & 20"
45° 90°
1/2" 3/4" 1"
3" 3 1/2" 4"
1/2" 3/4" 1"
2 1/2" 3 1/2" 3 3/4"
1" 1 3/8" 1 7/8"
8" 10" 10"
24"
45° 90°
1/2" 1" 1 1/2"
4" 4" 6"
1/2" 1" 1 1/2"
3 1/2" 3 3/4" 4"
1 1/4" 1 5/8" 2 1/8"
10" 10" 10"
22 1/2° 22 1/2° 22 1/2° 22 1/2°
Not to scale Standard Detail SD-045April 2016
STANDARD METHOD OF ANCHORINGALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
VERTICAL BENDS
SIZE OF PIPE
DEGREE BEND
R = O.R.+
W
T
A
D.B.
4", 6", 8"
22 1/2° 45° 90°
1/2" 1/2" 1/2"
2" 2" 2"
1/2" 1/2" 1/2"
2" 2" 2"
3/4" 3/4" 3/4"
10" & 12"
45° 90°
1/2" 1/2" 3/4"
2" 2 1/2" 3"
1/2" 1/2" 3/4"
2" 2 1/2" 3"
3/4" 1" 1 1/8"
14" & 16"
45° 90°
1/2" 3/4" 3/4"
2" 3" 4"
1/2" 3/4" 3/4"
2" 3" 3 1/2"
3/4" 1 1/8" 1 1/2"
18" & 20"
45° 90°
1/2" 3/4" 1"
3" 3 1/2" 4"
1/2" 3/4" 1"
2 1/2" 3 1/2" 3 3/4"
1" 1 3/8" 1 7/8"
24"
45° 90°
1/2" 1" 1 1/2"
4" 4" 6"
1/2" 1" 1 1/2"
3 1/2" 3 3/4" 4"
1 1/4" 1 5/8" 2 1/4"
NON-SHRINK
GROUT
W
12"
4'-0"
#4 @ 12"
15"
4"
A A
2"
(TYP.)
D.B.
T
160°
R = O.R.
OF PIPE
NOTE:
ANCHOR BOLTS, NUTS
AND STRAPS SHALL
BE STAINLESS STEEL.
AA
SECTION A-A
NON-SHRINK
GROUT
(T
YP
.)
#4 @ 12"
22 1/2° 22 1/2° 22 1/2° 22 1/2°
12"
MIN.
12"
MIN.
SUPERPAVE HWA IN ACCORDANCE WITH
PA DOT SPECIFICATIONS.
DEPTH EQUAL TO OR GREATER OF EXISTING
SUPERPAVE HWA IN ACCORDANCE WITH
PA DOT SPECIFICATIONS.
BASE COURSE:
PA DOT SPECIFICATIONS.
TACK COAT:
SUPERPAVE HWA IN ACCORDANCE WITH
BINDER COURSE:
WEARING COURSE:
SEC. 401.3(f) OF PUB. 408 LATEST EDITION.
2A OR 2RC CRUSHED STONE
BACKFILL MATERIAL
COMPACTED IN 8" LIFTS
USING APPROVED
VIBRATORY EQUIPMENT
INITIAL SAW CUTS
TACK COAT ALL
VERTICAL SURFACES
EXISTING
BITUMINOUS
SURFACE
SAW CUT
BITUMINOUS CONCRETE
BINDER COURSE (3" MIN.)
WEARING COURSE (1 1/2" MIN.)
PAVING REPAIR SAW CUT
SEAL ALL JOINTS WITH
PIPE TRENCH
Not to scale April 2016 Standard Detail SD-046
STREETS AND ROADS
RESTORATION OF MOON TOWNSHIP
FLEXIBLE BASE PAVEMENT
EXCAVATION
ABOVE PIPE ZONE.
SLAG NOT PERMITTED.
BASE COURSE (5" MIN.)
ALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
OR 1 1/2" MIN. AFTER COMPACTION
OR 3" MIN. AFTER COMPACTION
DEPTH EQUAL TO OR GREATER OF EXISTING
OR 5" MIN. AFTER COMPACTION
DEPTH EQUAL TO OR GREATER OF EXISTING
JOINT SEALER
8" MIN. WIDTH (TYPICAL)
NOTES:
1. 2 SEPARATE SAW CUTS. INITIAL SAW CUT FOR TRENCH EXCAVATION,
PAVING REPAIR SAW CUT FOR PAVING RESTORATION.
COLD PATCH SURFACE UNTIL WEATHER PERMITS BITUMINOUS PAVING.
DURING COLD WEATHER MONTHS, PROVIDE AND MAINTAIN A TEMPORARY BITUMINOUS2.
NOTIFY MOON TOWNSHIP PUBLIC WORKS DIRECTOR MIN. 24 HOURS IN ADVANCE OF
EXCAVATION AND RESTORATION.
3.
SLAG IS NOT PERMITTED AS BACKFILL.4.
100% STONE BACKFILL IS REQUIRED FULL WIDTH OF RIGHT-OF-WAY.5.
TEMPORARY PIPE BACKFILL USING EXCAVATED MATERIAL IS NOT PERMITTED. MUST6.
BE BACKFILLED WITH SUITABLE STONE AS PER NOTE 5 ABOVE IMMEDIATELY.
1'-6"
3" M
IN
.
4" M
AX
.
6"
(MIN.)
Not to scale April 2016 Standard Detail SD-047
TYPICAL BITUMINOUS ASPHALT
WEDGE CURBALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
SUPERPAVE
WEARING COURSE
SUPERPAVE BINDER COURSE
2A SUBBASE
Standard Detail SD-048
TYPICAL UTILITY LOCATIONSALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY
Not to scale April 2016
1/4"/F
T.
NO EXCAVATION ALLOWED
EDGE OF U-DRAIN
WATER
STREET LIGHT LOCATION
EDGE OF SIDEWALK
ELECTRIC/ TELEPHONE/ CABLE
EDGE OF UTILITY R/W
EDGE OF SIDEWALK
5'-0
"
1'-3
"
2'-0
"
3'-0
"
2'-0
"
50
'-0
" P
UB
LIC
R
OA
D D
ED
IC
AT
IO
N (L
OC
AL
R
OA
D)
10
'-0
" U
TIL
IT
Y
EA
SE
ME
NT
10
'-0
" U
TIL
IT
Y
EA
SE
ME
NT
2
:
1
M
A
X
.
S
L
O
P
E
2
:
1
M
A
X
.
S
L
O
P
E
C CARTWAY
PUBLIC ROAD DEDICATION
L
1/4"/F
T.
MA
X. 10%
S
LO
PE
MIN
. 2%
S
LO
PE
1/4"/F
T.
M
IN
. 1/2"/F
T.
1/4"/F
T.
MA
X. 10%
S
LO
PE
MIN
. 2%
S
LO
PE
HIG
H S
ID
E O
F R
OA
DL
OW
S
ID
E O
F R
OA
D
TH
ES
E L
OC
AT
IO
NS
A
RE
T
YP
IC
AL
F
OR
ST
RA
IG
HT
A
WA
Y- S
IT
E A
ND
/ O
R E
XIS
TIN
G
CO
ND
IT
IO
NS
A
T T
IM
E O
F IN
ST
AL
LA
TIO
N
MA
Y W
AR
RA
NT
C
HA
NG
ES
. A
NY
C
HA
NG
ES
MU
ST
B
E IN
DIC
AT
ED
O
N S
PE
CIF
IC
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
W
IT
H
PR
IO
R A
PP
RO
VA
L O
F T
OW
NS
HIP
E
NG
IN
EE
R
M
A
X. 1 1/2"/F
T.
3" M
IN
.
4" M
AX
.
3" M
IN
.
4" M
AX
.
5'-0
"
M
IN
. 1/2"/F
T.
M
AX
. 1 1/2"/F
T.
5'-0
"5
'-0
"
ROOF COLLECTION SYSTEM
GAS ALTERNATE
5'-0
" P
RIV
AT
E
DR
AIN
AG
E
EA
SE
ME
NT
11
'-6
"
18
"1
8"
GUTTER
LINE
3'-0" MIN. COVER
OVER TOP OF ALL
UTILITY CROSSINGS
11
'-6
"
GUTTER
LINE
5'-0
" P
RIV
AT
E
DR
AIN
AG
E
EA
SE
ME
NT
NO EXCAVATION ALLOWED
EDGE OF U-DRAIN
WATER
STREET LIGHT LOCATION
EDGE OF SIDEWALK
ELECTRIC/ TELEPHONE/ CABLE
EDGE OF UTILITY R/W
EDGE OF SIDEWALK
5'-0
"
1'-3
" 2'-0
"
3'-0
"
2'-0
"
5'-0
"5
'-0
"5
'-0
"
ROOF COLLECTION SYSTEM
GAS
ALTERNATE
NO
TE
S:
1.
IN
W
RIT
IN
G. S
UB
MIT
C
RO
SS
-S
EC
TIO
N
SH
OW
IN
G L
OC
AT
IO
NS
F
OR
A
PP
RO
VA
L.
UN
DE
RD
RA
IN
S
HA
LL
B
E IN
ST
AL
LE
D O
N
BO
TH
S
ID
ES
IN
A
LL
C
AS
ES
.
2.
TH
E D
EV
EL
OP
ER
S
HA
LL
IN
DIC
AT
E
UN
DE
RD
RA
IN
L
OC
AT
IO
NS
O
N T
HE
P
LA
NS
.
3.
SL
AG
IS
N
OT
P
ER
MIT
TE
D A
S B
AC
KF
IL
L.
4.
10
0%
S
TO
NE
B
AC
KF
IL
L IS
R
EQ
UIR
ED
F
UL
L5
.
WID
TH
O
F R
IG
HT
-O
F-W
AY
.
IN
S
ET
TIN
G M
AIL
B
OX
P
OS
T, D
O N
OT
D
AM
AG
E
FR
EN
CH
D
RA
IN
. S
ET
B
OT
TO
M O
F P
OS
T A
MA
XIM
UM
O
F 2
0" B
EL
OW
C
UR
B. D
O N
OT
P
ER
MIT
CO
NC
RE
TE
C
OL
LA
R T
O E
XC
EE
D 1
2" B
EL
OW
TO
P O
F C
UR
B. M
AIL
B
OX
S
HA
LL
B
E M
AX
IM
UM
4"x
4" W
OO
D P
OS
T (O
R T
OW
NS
HIP
A
PP
RO
VE
D
EQ
UA
L). B
RIC
K O
R C
ON
CR
ET
E P
IL
LA
RS
A
RE
6.
NO
T P
ER
MIT
TE
D.
SA
NIT
AR
Y S
EW
ER
L
OC
AT
IO
N T
O B
E D
ET
ER
MIN
ED
DU
RIN
G A
PP
RO
VA
L P
RO
CE
SS
.
7.
AL
L U
TIL
IT
Y C
RO
SS
IN
GS
M
US
T B
E M
AD
E
PE
RP
EN
DIC
UL
AR
T
O T
HE
R
OA
D C
AR
TW
AY
.
8.
AL
L U
TIL
IT
Y L
IN
ES
M
US
T B
E S
TA
KE
D IN
T
HE
F
IE
LD
9.
AN
D R
EV
IE
WE
D B
Y T
HE
T
OW
NS
HIP
P
RIO
R T
O T
HE
IN
ST
AL
LA
TIO
N O
F T
HE
U
TIL
IT
Y.
UT
IL
IT
Y L
OC
AT
IO
NS
S
HA
LL
B
E IN
A
CC
OR
DA
NC
E W
IT
H1
0.
CU
RR
EN
T T
OW
NS
HIP
S
PE
CIF
IC
AT
IO
NS
, O
R A
S A
ME
ND
ED
.
4'-0"
3'-6"
7'-6"
8'-0"'
1"
6"
2'-0" DIA. CONC.
FILL PIPE WITH CONCRETE.
ROUND OFF TOP.
8" DIA. STL. PIPE
SHOP PAINT - ONE COAT ZINC
CHROMATE PRIMER. FIELD PAINT -
ONE COAT SAFETY YELLOW
NOTE:
DO NOT USE FORMS. POUR
AGAINST UNDISTURBED EARTH.
GRADE LINE
Not to scale April 2016 Standard Detail SD-049
GUARD POSTALLEGHENY COUNTY PENNSYLVANIA
MOON TOWNSHIPMUNICIPAL AUTHORITY