Moon Township Municipal Authorit - DETAIL C Sewer Detail...MOON TOWNSHIP MUNICIPAL AUTHORITY DETAIL...

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





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


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.)


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


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.



CONCRETE


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


EARTH WITH CONCRETE

CONCRETE FILLET

MANHOLE BARREL

TYPE I

STANDARD FLOW

3/4 DIA. OF PIPE

DETAIL

SEE MANHOLE

PIPE CONNECTION

DETAIL



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


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


SEE SD-008

RING PLACED OUTSIDE AT ALL

MANHOLE BARREL JOINTS


DROP CONNECTIONINSIDE MANHOLE



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.



April 2016Not to scale

MATERIAL OR COAL TAR EPOXY.


CONCRETE SHALL BE 4,000 PSI.

DROP OR SPLASH CONNECTIONS



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.


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


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


(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


(PIPE DIAMETER- 20" TO 30")


(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.)



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"


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.


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


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


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:


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.


CONNECTION OF FORCE MAIN

TO GRAVITY MANHOLE

O.C

.

12"

ALL ANCHOR BOLTS AND

HARDWARE SHALL BE

316 STAINLESS STEEL

LADDER BARS

AS SPECIFIED



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


(AS SPECIFIED)

GROUND LINE

LINKSEAL W/ S.S.

HARDWARE

PROPOSED

FORCE MAIN


STONE OR CRUSHED GRAVEL

8"

APPROVED PIPE

CONNECTION

MANHOLE SHALL

HAVE PVC LINER

PER SPECIFICATIONS


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)



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



MANHOLE TOP

LAMPHOLE FRAME AND LID

NEENAH R-1976 WITH 3/8"

S.S. LOCKDOWN BOLT

LETTERING "SEWER"


NEENAH R-1753-A OR EQUAL

LETTERING "MTMA SANITARY"


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


FRAME AND COVER

STANDARDCAST IRON MANHOLE

B

B



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


FRAME AND COVERWATERTIGHT MANHOLE (WT)

PLAN

SECTION



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




MANHOLE COVER AND FRAMESECURITY BOLT DETAILS


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:


PROTECTORMANHOLE INFLOW



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"


MANHOLE STEPPOLYPROPYLENE PLASTIC

1. STEPS GROUTED IN PLACE

2. INSTALL STEPS ON 12" O/C



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

.


(PRECAST BASE)

MANHOLE CONNECTIONFOR SEWER PIPE



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"


(CAST-IN-PLACE BASE)

MANHOLE CONNECTION

FOR SEWER PIPEALLEGHENY COUNTY PENNSYLVANIA


4" M

IN

.

PIPE

FLEXIBLE

6"

SEALANT


FOR CORED MANHOLE OPENINGSPIPE CONNECTION DETAIL



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


MANHOLE SPLASH CONNECTION



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


BY PLUMBER

6" SERVICE LATERAL TO

R/W BY THE CONTRACTOR


BY CONTRACTOR

20' EASEMENT FOR

SANITARY SEWERS

ANY VARYING CONDITIONS

TO HAVE OWNERS APPROVAL

PRIOR TO CONSTRUCTION

PREMISES

RESIDENTIAL

PREMISES

RESIDENTIAL



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.



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°


LATERAL CONNECTIONSTYPICAL SEWER SERVICE



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


SEWER SERVICE CONNECTIONSALLEGHENY COUNTY PENNSYLVANIA


MIN

.

12"

STONE ENCASEMENT

1) #57 LIMESTONE

2) #57 RIVER GRAVEL

TRENCH CROSS SECTION

SEWER SERVICE LINEINSPECTION/ SIGHT TEE





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.



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 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


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.



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



Not to scale April 2016

SERVICE LINE CONNECTIONCONDENSED SANITARY SEWER SYSTEM

INSTALLATION SPECIFICATION


SANITARY SEWER FORCE MAIN TOCONNECTION FOR RESIDENTIAL

FORCE MAIN TO EXISTING GRAVITY PUBLIC SEWER



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


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/


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



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 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.


(OUTSIDE INSTALLATION)

GRINDER PUMPALLEGHENY COUNTY PENNSYLVANIA


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.



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.


RELEASE VALVE AND MANHOLESEWAGE AIR AND VACUUM

(4 REQUIRED)

3' MIN.

2" VALVE TYPE

1" DIA. PVC PIPE

VENT TO

SECTION B

8"



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


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


OF PIPES.



ASTM-C478, LATEST REVISION.




LIFTING HOLES SHALL BE PAINTED

WITH MORTAR, MADE WATERTIGHT

AND LEFT NEAT & SMOOTH.

SECTION A-A

NON-SHRINK GROUT


5'-0" M

IN

IM

UM

7'-0" M

IN

IM

UM

(AS SPECIFIED)

AS SPECIFIED

DIAMETER

12" O.C.

C

L

L

C


MANHOLE VAULTPRECAST CONCRETE

NOTES:

1.

2.

3.

4.

LADDER BARS

SEE SD-017







NOT USED


PRESSURE SEWER IN-LINEALLEGHENY COUNTY PENNSYLVANIA



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



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


INSTALLED BY BORING

STEEL CASING ANDD.I. CARRIER PIPES



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%



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"


CONCRETE ANCHORS

FOR PIPELINESALLEGHENY COUNTY PENNSYLVANIA


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"


UNDISTURBED GROUND

PIPE SUPPORT PIERS

FOR ALIGNMENTS ABOVE ORIGINALALLEGHENY COUNTY PENNSYLVANIA


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


CONCRETE THRUST BLOCKINGALLEGHENY COUNTY PENNSYLVANIA


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


UNDER OBSTRUCTIONS

CONCRETE ANCHORS ANDMETHOD OF LAYING MAINS



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


ANCHOR BENDS INTOSTANDARD METHOD TO



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


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



BASE COURSE:


TACK COAT:


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


STREETS AND ROADS

RESTORATION OF MOON TOWNSHIP

FLEXIBLE BASE PAVEMENT

EXCAVATION

ABOVE PIPE ZONE.

SLAG NOT PERMITTED.

BASE COURSE (5" MIN.)



OR 1 1/2" MIN. AFTER COMPACTION

OR 3" MIN. AFTER COMPACTION


OR 5" MIN. AFTER COMPACTION


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.)


TYPICAL BITUMINOUS ASPHALT

WEDGE CURBALLEGHENY COUNTY PENNSYLVANIA


SUPERPAVE

WEARING COURSE

SUPERPAVE BINDER COURSE

2A SUBBASE


TYPICAL UTILITY LOCATIONSALLEGHENY COUNTY PENNSYLVANIA



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

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NS

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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

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KF

IL

L IS

R

EQ

UIR

ED

F

UL

L5

.

WID

TH

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HT

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F-W

AY

.

IN

S

ET

TIN

G M

AIL

B

OX

P

OS

T, D

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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

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C

UR

B. D

O N

OT

P

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MIT

CO

NC

RE

TE

C

OL

LA

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XC

EE

D 1

2" B

EL

OW

TO

P O

F C

UR

B. M

AIL

B

OX

S

HA

LL

B

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AX

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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

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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


GUARD POSTALLEGHENY COUNTY PENNSYLVANIA


Moon Township Municipal Authorit - DETAIL C Sewer Detail...MOON TOWNSHIP MUNICIPAL AUTHORITY DETAIL...

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Transcript of Moon Township Municipal Authorit - DETAIL C Sewer Detail...MOON TOWNSHIP MUNICIPAL AUTHORITY DETAIL...