2-PRA Standard Const Details REV 2026-02-24.pdf

PDF 8 MB Posted Jul 27, 2026

Attached to: PRA 25-01 WELL 7 TREATMENT CENTER
Solicitation number: Not on record
Issued by: Bucks County, Pennsylvania

About this file

Written by GovTribe AI · Jul 28, 2026

Summary

This document comprises the standard construction details for water supply and sanitary sewer system infrastructure developed by the Perkasie Regional Authority (PRA) in Bucks County, Pennsylvania, prepared by Pennoni Associates Inc. and revised as of February 24, 2026. The standard details manual contains comprehensive technical specifications for water system components including fire hydrants, blow-offs, yard hydrants, air release manholes, thrust blocks, tapping sleeves, residential and non-residential meter settings, and service line connections. The sewer system details encompass manhole designs (Type A and Type B), drop manholes, precast bases, frame and cover assemblies, manhole steps, grinder pump stations, lateral connections, house connections, stream crossings, and trench backfill specifications. The document establishes uniform construction standards for residential service lines (3/4" to 1.5" SDR-9 CTS ASTM 2737 polytube), meter pit installations, pressure and gravity sewer configurations, and pavement restoration procedures for both flexible and rigid surfaces.

The standard details specify approved materials and manufacturers for all system components, including requirements for concrete encasement (Class A, minimum 3,300-4,000 PSI), geotextile fabric installation, bedding and envelope specifications using PennDOT 2A or 2B stone, and compaction standards of 95 percent minimum per AASHTO T-99. Design parameters address thrust blocking for water mains at 150-250 PSI working pressures, manhole base diameters ranging from 4 to 6 feet depending on pipe sizes, and lateral slope requirements of not less than 1/4 inch per foot for sewer connections. The appendix provides an extensive list of approved manufacturers and model numbers for critical components such as ductile iron pipe suppliers (Griffin, US Pipe, Clow, Tyler Pipe), valve manufacturers (Mueller, Waterous, American Darling), precast concrete vendors (Atlantic, Continental, Modern, Monarch), and sealant products (K.T. Snyder, Hamilton Kent). These standards establish the baseline requirements for the PRA 25-01 Well 7 Treatment Center project and all associated infrastructure installations within the PRA service area.

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PERKASIE REGIONAL AUTHORITY

BUCKS COUNTY, PENNSYLVANIA

STANDARD CONSTRUCTION

DETAILS

PREPARED BY:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960 T 215-257-5711 F 215-257-5766

REVISED 2/24/2026

STANDARD WATER DETAILS

Water Supply System Details Drawing No.

Fire Hydrant PRA-W01 Standard Blow-Off PRA-W02 Yard Hydrant PRA-W03 Air Release Manhole PRA-W04 Horizontal Reaction Backing PRA-W05 Downward Thrust Block PRA-W06 Upward Thrust Block PRA-W07 Tapping Sleeve and Valve PRA-W08 Residential Service Line PRA-W09 Residential Meter Setting PRA-W10 Non-Residential Meter Setting PRA-W11 Pressure Test Schematic PRA-W12 Residential Service/Sprinkler Line PRA-W13 Residential Service/Sprinkler Line PRA-W14 Boxlok Valve Box Alignment Device PRA-W15 Residential Meterpit PRA-W16

Standard Materials Lists Appendix A

STANDARD SEWER DETAILS

Sanitary Sewer System Details Drawing No.

Type “A” Standard Manhole PRA-S01 Type “A” Drop Manhole PRA-S02 Type “B” Standard Manhole PRA-S03 Precast Base PRA-S04 Standard Manhole Frame & Cover PRA-S05 Waterproof Manhole Frame & Cover PRA-S06 Precast Manhole Step PRA-S07 Drop Manhole Collar PRA-S08 Precast Doghouse Manhole PRA-S09 Sanitary Lateral – Shallow Sewer PRA-S10 Sanitary Lateral – Deep Sewer PRA-S11 Existing House Connection PRA-S12 Existing House Connection with Trap PRA-S13 New House Connection PRA-S14 Typical Connection to Sewer Main PRA-S15 Pressure Sewer Grinder Pump Station PRA-S16 Duplex Grinder Pump Station PRA-S17 Sewer Saddle PRA-S18 Concrete Encasement & Pedestal PRA-S19 Pipe Bedding and Envelope Detail PRA-S20 Trench Backfill PRA-S21 Flexible Pavement Restoration:

Township/Borough PRA-S22A PennDot PRA-S22B Rigid Pavement Restoration PRA-S23 Temporary Pavement Restoration PRA-S24 Stream Crossing:

Plan View PRA-S25 Cross Section PRA-S26

Standard Materials List Appendix A

WATER SUPPLY

SYSTEM DETAILS

2'-0", OR AS

DIRECTED BY THE

ENGINEER

WHERE THERE IS

NO CURB

SIDEWALK,

REQUIRED ADA,

STATE, AND

LOCAL WIDTH

1' -9

H E

A A

5' WIDE ZONE

UNDISTURBED

EARTH, NO

UTILITIES, OR

AS REQUIRED

BY ENGINEER

FIRE HYDRANT

3' -6

" M

. L E

N G

1' -9

-9

UNDISTURBED

EARTH (TYP.)

5' TYPICAL MINIMUM

3" WITH -1"

TO +3"

ALLOWANCE

HYDRANT TEE

REQUIRED

6" MJ GATE VALVE

5-1/4" C.I. VALVE

BOX SLIP TYPE

WITH BOXLOK

DEVICE

CENTERLINE

WATER MAIN

A S

D E

E D

B Y

D E

O F

M A

REACTION

BACKING PER

DETAIL PRA-W05

GEOTEXTILE PLACED

ON TOP AND SIDES

5 C.F. 2B STONE

TIE RODS @ 3

AND 9 O'CLOCK

4"x8"x16" SOLID PRECAST BLOCK

8 MIL POLYETHYLENE FILM AND THRUST BLOCK

T* = GREATER OF THE

DISTANCE TO UNDISTURBED

EARTH OR 2.25 FEET

SECTION A-A

STANDARD FIRE HYDRANT DETAIL

NOT TO SCALE

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

FIRE HYDRANT

PERKASIE REGIONAL AUTHORITY PRA-W01 1 OF 2

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 5/13/2025

FIRE HYDRANT DESIGN, PURCHASE, AND INSTALLATION GENERAL NOTES:

1. DESIGN OF THE THRUST BLOCKS ARE BASED ON THE WATER TABLE BEING BELOW THE BLOCK. THE HORIZONTAL BEARING STRENGTH CHOSEN FOR DESIGN IS 2,000 PSF AND REPRESENTS A CONSERVATIVE VALUE FOR SANDY SILT SOILS. CONTACT THE AUTHORITY ENGINEER FOR A SPECIAL DESIGN IF THE WATER

TABLE IS HIGHER, OR THE SOILS ARE SILT, SOFT CLAY, OR MUCK.

2. THE SOIL (ZONE OF INFLUENCE) BEHIND THE HYDRANT THRUST BLOCK IS TO REMAIN UNDISTURBED AND

FREE OF OTHER UTILITIES. CONTACT PRA'S ENGINEER FOR GUIDANCE.

3. FOR PIPE BEDDING AND ENVELOPE DETAILS, REFER TO DETAIL PRA-S020. FOR TRENCH BACKFILL DETAILS, REFER TO DETAIL PRA-S021.

4. HYDRANTS SHALL MEET AWWA STANDARD C502 AND SHALL BE EITHER:

A. KENNEDY GUARDIAN MODEL K81D WITH STANDARD UPPER BARREL CONFIGURATION AND OPTIONAL 6"

MECHANICAL JOINT INLET CONNECTION.

B. AMERICAN FLOW CONTROL 5-1/4 AMERICAN-DARLING B-62-B-5 TRAFFIC MODEL HYDRANT, OPEN

DIRECTION IS LEFT (C.C.W.).

5. HYDRANTS SHALL BE ORDERED TO THE DEPTH OF BURY REQUIRED AT THE PROPOSED LOCATIONS BASED ON THE WATER MAIN DEPTH AND THE FINISHED GRADE ELEVATION. EXTENSIONS ARE NOT PERMITTED.

6. THE ABOVE GROUND FINISH EXTERIOR COATING SHALL BE YELLOW. CAP CHAINS ARE NOT REQUIRED.

7. THE PIPE TO THE HYDRANT SHALL BE 6" DIP WITH NO BENDS. THE HYDRANT SHALL BE INSTALLED IN THE

TRUE VERTICAL POSITION. THE PUMPER NOZZLE SHALL FACE THE STREET.

8. TIE RODS SHALL BE 3/4" ASTM A307 STEEL WITH DUCT LUGS, A563 HEX OR HEAVY HEX NUTS AND F844 WASHERS. COAT ALL COMPONENTS WITH TWO COATS (8 MILS EACH, DMT) OF RUST-OLEUM C9578 SYSTEM COAL TAR EPOXY. FOLLOW MANUFACTURER'S REQUIREMENTS, INCLUDING A RECOAT TIME OF 16-25 HOURS, AND A HANDLE TIME OF 18-36 HOURS. ASTM F2329 HOT DIPPED GALVANIZED RODS AND

COMPONENTS MAY BE USED IN PLACE OF COATED RODS AND COMPONENTS.

9. IF MORE THAN ONE SECTION OF PIPE IS INSTALLED BETWEEN THE HYDRANT VALVE AND THE HYDRANT, THEN ALL PIPE SLIP-ON JOINTS SHALL BE RESTRAINED WITH EBAA IRON SERIES 1700 RESTRAINT

HARNESSES. TIE RODS WILL NOT BE REQUIRED.

10. EIGHT MIL POLYETHYLENE FILM SHALL BE INSTALLED TO PROTECT COMPONENTS FROM THE CONCRETE

AND TO PROTECT THE DRAIN PORTS.

11. CONCRETE SHALL BE CLASS A, 3,300 PSI. GEOTEXTILE SHALL BE PENNDOT NON-WOVEN, CLASS 4, TYPE A.

STANDARD FIRE HYDRANT DETAIL

NOT TO SCALE

M :\A

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

FIRE HYDRANT

PERKASIE REGIONAL AUTHORITY PRA-W01 2 OF 2

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

NOTE:

VALVE AND VALVE

BOXES TO BE SET

ON 4" 2A MODIFIED

AND BACKFILL AT

LEAST 4" ABOVE

TOP OF WATER MAIN

EXISTING GRADE

CURB BOX TOP AND COVER

7/16" DRAIN HOLE

2" GALV. PIPE

NUT AND 1 1/2" WASHER

UNDISTURBED EARTH

PROVIDE CONCRETE BACKING

ON UNDISTURBED EARTH

2" ORISEAL

VALVE

2" GALV.

ELBOW

DRILL AND TAP AT PIPE

INVERT TO ACCEPT 2" GALV.

NIPPLE

2"x12" GALV. PIPE

PROVIDE SOCKET CLAMP (ITT GRINNEL FIG. 595 OR

EQUAL) AND EXTEND ALL-THREAD TIE RODS INTO

CONCRETE BACKING. ALTERNATIVE TO SOCKET

CLAMP, PROVIDE ONE ALL-THREAD TIE ROD THROUGH

LUG HOLES ON BOTH SIDES OF RISER.

M.J. PIPE, D.I.

MAIN SIZE

VARIABLE

C.I. PLUG (M.J.) TO

MATCH MAIN SIZE &

TYPE OF JOINT USED

ALL THREAD TIE ROD: ON

BOTH SIDES OF RISER

CURB BOX (COMPLETE) W/

ENLARGED BASE

3" MIN.

5'-6" ±

STANDARD BLOW-OFF DETAIL

NOT TO SCALE

M :\A

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

STANDARD BLOW-OFF

PERKASIE REGIONAL AUTHORITY PRA-W02

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

" M

4" PRECAST CONCRETE

SPLASH PAD

3/4" FREEZELESS YARD

HYDRANT IOWA MODEL

Y34 BY WOODFORD

MFG. CO., OR EQUAL

LINE SIDES AND BOTTOM OF

HOLE W/ GEOTEXTILE FABRIC

BEFORE PLACING

NO. 2B STONE

FITTING TO ADAPT TO YARD

HYDRANT

ADAPTER COUPLING AND 90°

ELBOW WITH COMPRESSION

FITTINGS

3/4" SDR-9 POLYTUBE

4' C

R (T

YARD HYDRANT DETAIL

NOT TO SCALE

M :\A

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

YARD HYDRANT DETAIL

PERKASIE REGIONAL AUTHORITY PRA-W03

SRT

3/7/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

REVISED 7/30/2025

5" 5"

2' -0

4' -0

7 1/2"± CLEARANCE

WITH 4' PIPE COVER

18" 12"

" F

O R

" F

O R

" T

0" P

3" MIN.

PIPE

O.D.3" MIN.

6" MAX.

12"

AS REQUIRED FOR

DEPTH OF THE

PIPE AND 3"

CLEARANCE FROM

FLOOR

4'-0" MIN.

E D

G R

A D

E A

U T

W E

E P

H O

" P O

R E

N E

S H

P E

C 5 3/

4" P

R O

A D

D E

R R

U N

G S

S E

E S

E C

N A

L K J

H G

E D

U N

B E

D E

A R

MIN.

P E

N N

D O

T 2A

N E

S E

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A S

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A R

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C A

M:\AUTHORITIY CLIENTS\PERKASIE\WATER DETAILS\ALL PRA WATER DETAILS 2025.DWG

PLOTTED: 7/18/2025 9:42:05 AM, BY: TINA CARTER PLOTSTYLE: PENNONI NCS.STB, PROJECT STATUS: ----

P R

E P

A R

E D

F O

N O

N I A

R id ge

R oa d, S ui te

Se lle rs vi lle

, P A

-2

-5

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H O

ITY

R A

-W

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3/ 8/

D E

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C H

E C

K E

D B

D R

A W

N O

D A

R E

E D

HORIZONTAL REACTION BACKING

NOT TO SCALE

C D

B E

A 2'-0"

UNDISTURBED

EARTH (TYP.)

PLAN 45° BEND

PLAN 22 1/2° BEND

PLAN 90° BEND

PLAN 11 1/4° BEND

PLAN TEE SECTION

NOTE: PROVIDE PLASTIC COVERING TO PROTECT

PIPE JOINTS FROM CONCRETE.

DESIGN

PRESSURE

PIPE

DIAMETER

REACTION BACKING DIMENSIONS

A B C D E F

150 PSI

16 5'-6" 7'-9" 4'-2" 2'-2" ------ 3'-4"

12 4'-2" 5'-11" 3'-3" 1'-8" ------ 2'-6"

8 3'-0" 4'-3" 2'-4" 1'-2" ------ 1'-8"

6 2'-2" 3'-4" 1'-10" 0'-11" ------ 1'-3"

200 PSI

16 7'-3" 10'-3" 5'-7" 2'-10" 1'-6" 3'-4"

12 5'-7" 7'-11" 4'-3" 2'-2" 1'-2" 2'-6"

8 4'-0" 5'-7" 3'-1" 1'-7" 0'-10" 1'-8"

6 3'-1" 4'-5" 2'-5" 1'-3" 0'-8" 1'-3"

250 PSI

16 9'-3" 13'-2" 7'-1" 3'-6" 2'-3" 3'-4"

12 6'-4" 8'-11" 5'-4" 3'-5" 1'-9" 2'-6"

8 5'-0" 6'-11" 3'-10" 1'-11" 1'-3" 1'-8"

6 3'-10" 5'-6" 3'-9" 1'-10" 1'-1" 1'-3"

CONCRETE BRACING

M :\A

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: PE

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TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

HORIZONTAL REACTION BACKING

PERKASIE REGIONAL AUTHORITY PRA-W05

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

NOTES:

1. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 P.S.I.

2. ALL FITTINGS AND JOINTS SHALL BE COVERED WITH POLYETHYLENE FILM BEFORE PLACING CONCRETE.

3. PAINT ALL EXPOSED STEEL WITH TWO COATS OF VALDURA PAINT OR APPROVED EQUAL.

4. FOR THE REQUIRED BEARING SURFACE SEE STANDARD DETAIL.

BEND

MEGA-LUG RETAINER

GLAND (TYP.)

BEARING

SURFACE

BEARING SURFACE REQUIRED - SQ. FT.

HORIZONTAL THRUST BLOCKING AND VERTICAL THRUST DOWNWARD

100 P.S.I. WORKING PRESSURE

PIPE SIZE 6" & 8" 10" & 12" 16" 18" 20" 24"

TYPE OF BEARING MATERIAL AND

ALLOWABLE LOAD

DEGREE OF BEND OR DEFLECTION

22.5° 45° 90° D.E. 22.5° 45° 90° D.E. 22.5° 45° 90° D.E. 22.5° 45° 90° D.E.

SAND 0.75 TON/SQ. FT. 3.4 6.0 11.0 6.4 6.7 12.8 23.4 14.2 14.8 28.8 52.9 34.4 26.1 48.3 89.7 64.0

SOFT CLAY 1 TON/SQ. FT. 2.6 4.6 8.2 4.8 5.0 9.6 17.5 10.7 11.2 21.7 39.7 28.2 19.6 36.3 67.3 48.0

SAND & GRAVEL 2 TON/SQ. FT. 1.3 2.3 4.1 2.4 2.5 4.8 8.8 5.3 5.6 10.8 20.0 14.1 9.8 13.1 33.6 24.0

CLAY 4 TON/SQ. FT. 1.0 1.2 2.1 1.3 1.3 2.4 4.4 2.7 2.8 5.4 10.0 7.2 4.9 9.1 16.8 12.0

SOFT ROCK 5 TON/SQ. FT. 1.0 1.0 1.6 1.0 1.0 1.9 3.5 2.2 1.6 4.4 8.0 5.7 3.9 7.3 13.5 9.6

ROCK 15 TON/SQ. FT. - - 1.0 0.4 - 1.0 1.2 0.8 1.0 1.4 2.6 1.9 1.3 2.4 4.5 3.2

TYPICAL SECTION

VERTICAL THRUST DOWNWARD

M :\A

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

DOWNWARD THRUST BLOCK

PERKASIE REGIONAL AUTHORITY PRA-W06

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

CONCRETE BLOCKING DIMENSIONS, VERTICAL THRUST

UPWARD - 100 P.S.I. WORKING PRESSURE

PIPE

SIZE

LENGTH WIDTH DEPTH

11.25° 22.5° 45° 11.25° 22.5° 45° 11.25° 22.5° 45°

6" & 8" 3' 4' 6' 3' 4' 6' 3' 4' 6'

10" & 12" 3.5' 4' 7' 3.5' 4' 7' 3.5' 4' 7'

14" & 16" 4' 6' 9' 4' 6' 9' 4' 6' 9'

18" & 20" 5' 6.5' 11.5' 5' 6.5' 11.5' 5' 6.5' 11.5'

24" 5' 9' 12.5' 5' 9' 12.5' 5' 9' 12.5'

M :\A

AM,

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

UPWARD THRUST BLOCK

PERKASIE REGIONAL AUTHORITY PRA-W07

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 5/13/2025

MEGA-LUG

RETAINER

GLAND (TYP.)

BEND

2" MIN.2" MIN.

4" MIN.

1/4" x 3" WIDE PIPE STRAP

(ASPHALT COATED) - TYP. 2 PLACES

3/4" ANCHOR BOLT (TYP.)

FILL BETWEEN PIPE AND REACTION

BLOCK WITH A NON-SHRINK GROUT.

FLANGES AND BOLTS ARE TO

REMAIN FREE OF CONCRETE

SECTION A-A

LENGTH

WIDTH

NOTES:

1. ALL CONCRETE SHALL BE PENNDOT CLASS A.

2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS U-SHAPED AROUND PIPE.

3. ALL FITTINGS AND JOINTS SHALL BE COVERED WITH POLYETHYLENE FILM BEFORE PLACING CONCRETE.

4. PAINT ALL EXPOSED STEEL WITH TWO COATS OF VALDURA PAINT OR APPROVED EQUAL.

NOT TO SCALE

TYPICAL SECTION

VERTICAL THRUST UPWARD

M :\A

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PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TAPPING SLEEVE & VALVE

PERKASIE REGIONAL AUTHORITY PRA-W08

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 5/13/2025

* SIZE IN FIELD, MIN. OF 4 SF. BEARING AREA

UNDISTURBED

EARTH (TYP.)

HIGH EARLY STRENGTH CONCRETE

POURED AROUND SLEEVE AFTER TAP IS

MADE AND INSPECTED FOR NO LEAKAGE

TAPPING VALVE

H.E.S.

CONCRETE

TAPPING VALVE

UNDISTURBED

EARTH

TAPPING SLEEVE & VALVE

45°

PENNDOT 2A IN R/W, APPROVED BACKFILL

MATERIAL OUTSIDE R/W

AASHTO #10

SERVICE LINE

6" 6"

NOTES :

1. WET TAPPING UNDER NORMAL LINE PRESSURE IS REQUIRED. THERE ARE TO BE NO SPLICES IN THE SERVICE LINE.

2. CORPORATION STOPS: MULLER B-25008, OR McDONALD 4701B-22, WITH INSERT-51-Q SOLID TUBULAR 304 SS INSERT STIFFENERS, OR APPROVED EQUAL.

3. CURB STOPS: MULLER B-25209, OR McDONALD 6100-22, WITH INSERT-51-Q SOLID TUBULAR 304 SS INSERT STIFFENERS, OR

APPROVED EQUAL.

4. CURB BOX: MUELLER H-10306, OR McDONALD 5604, OR FORD EA2-45-50, OR EQUAL.

5. LID WITH CENTER, REMOVABLE, PENTAGONAL PLUG: MUELLER 89375, OR McDONALD 5614L.

6. CORPORATION STOP AND CURB STOP TO HAVE COMPRESSION FITTINGS. FLARE FITTINGS NOT PERMITTED.

7. IF THE TOTAL LENGTH OF THE POLYTUBE SERVICE LINE FROM THE WATER MAIN TO JUST INSIDE THE RESIDENCE IS MORE THAN

80 FEET, OR THE PRA AVAILABLE SERVICE PRESSURE IS LESS THAN 45 PSI, THEN THE AUTHORITY ENGINEER MUST REVIEW.

NOTE:

PROVIDE 6" (AASHTO #10) SCREENINGS

ABOVE AND BELOW SERVICE LINE

VARIABLE

4' M

. C

E 4'

. C O

SERVICE LINE SDR-9 CTS ASTM

2737 POLYTUBE (MIN. 3/4")

CUSTOMER TO CONNECT AT THIS POINT

BRICK OR CONCRETE BLOCK

CURB STOP

CORPORATION

STOP

SERVICE LINE SDR-9 CTS ASTM

2737 POLYTUBE (MIN. 3/4")

WATER MAIN

PROVIDE SLACK SDR-9 CTS

ASTM 2737 POLYTUBE FOR

PROTECTION AGAINST PULLING

CORPORATION OUT OF MAIN

CURB BOX

COMPLETE W/

STATIONARY ROD

2'-0" LONG

CURB BOX LID TO BE CAST

IRON WITH THE WORD "WATER"

CAST INTEGRALLY ON TOP

ROADWAY

ONE CONTINUOUS PIECE

FROM CORPORATION STOP

TO CURB STOP REQUIRED

24" FROM CURB FACE

30" FROM EDGE OF PAVING

OR AS DIRECTED

BY ENGINEER

'-0 " M

TYPICAL RESIDENTIAL SERVICE LINE CONNECTION

NOT TO SCALE

M :\A

8/ 7/

A M, B

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TYPICAL RESIDENTIAL SERVICE LINE CONNECTION

PERKASIE REGIONAL AUTHORITY PRA-W09

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

3/ 4"

O R

" S

#7 W

W P

B5 P

E R

HOUSESTREET

3/ 4"

O R

" F

3/ 4"

O R

" F

3/ 4"

O R

" B

GRADE

FLOOR

GENERAL NOTES:

1. NOTIFY AUTHORITY AT 215-257-3654 WHEN WATER SERVICE IS

READY FOR INSPECTION AND TESTING. DO NOT BACKFILL ANY

PORTION OF TRENCH PRIOR TO APPROVAL. 24 HOURS NOTICE

REQUIRED.

2. WATER AUTHORITY WILL SUPPLY 5/8"x5/8" SR BRONZE REMOTE

TYPE METER AND REMOTE METER READING.

3. PRESSURE REDUCING VALVE IS REQUIRED WHERE PRESSURE

IS GREATER THAN 65 PSI. OWNER/DEVELOPER SHALL PROVIDE

THE PRESSURE REDUCING VALVE.

4. METER LOCATION MUST BE APPROVED BY THE AUTHORITY.

5. ALL SERVICE LINES ARE TO BE SDR-9 ASTM 2737 POLYTUBING

WITH NO SWEAT JOINTS OR COUPLINGS UNDERGROUND.

*6. WATTS NUMBER 007 (LEAD FREE) BACKFLOW PREVENTER

SHALL BE PROVIDED BY THE OWNER/ DEVELOPER WHEN

REQUIRED BY PRA.

**7. PRESSURE REDUCER VALVE TO BE WATTS UB5 - LEAD FREE

12" FACE

TO FACE

OR AS REQ'D

FOR METER

#6 MIN. GROUND

JUMPER

FRONT VIEW OF SETTING

FOR SERVICE LINES INSTALLED

IN SHEDS, THE 3/4" OR 1"

SERVICE SHALL BE INSTALLED

THROUGH A CORE-DRILLED AND

SEALED FLOOR OPENING

3/4" OR 1"

SERVICE

(TYPICAL)

SERVICE LINE INSTALLED

WITHIN PVC SLEEVE (I) PIPE

DIA. MAX. LARGER THAN

SERVICE LINE (SEALED)

3/4" OR 1"

BALL VALVE

MIN. 12" FROM

OUTSIDE WALL

3/4" OR 1"

BALL VALVE

MIN. BEFORE BALL

VALVE 6" (MAX. 12")

" M

C O

" M

C O

BASEMENT SERVICE THROUGH FLOOR SERVICE

3/4" OR 1"

SERVICE

(TYPICAL)

SERVICE LINE INSTALLED

WITHIN PVC SLEEVE (I) PIPE

DIA. MAX. LARGER THAN

SERVICE LINE (SEALED)

RESIDENTIAL METER SETTING REQUIREMENTS

NOT TO SCALE

M :\A

8/ 7/

A M, B

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

RESIDENTIAL METER SETTING REQUIREMENTS

PERKASIE REGIONAL AUTHORITY PRA-W10

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

GENERAL NOTES:

1. NOTIFY AUTHORITY AT 257-3654 WHEN WATER

SERVICE IS READY FOR INSPECTION AND TESTING.

DO NOT BACKFILL ANY PORTION OF TRENCH PRIOR

TO APPROVAL.

2. WATER AUTHORITY WILL SUPPLY METER AND REMOTE

METER READING PAD AND THE BACKFLOW

PREVENTER FOR ALL SIZES UP TO AND INCLUDING 1".

3. PRESSURE REDUCING VALVE IS REQUIRED WHERE

PRESSURE IS GREATER THAN 75 PSI.

4. METER LOCATION MUST BE APPROVED BY THE

AUTHORITY.

5. ALL SERVICE LINES ARE TO BE SDR-9 ASTM 2737

POLYTUBING WITH NO SWEAT JOINTS OR COUPLINGS

UNDERGROUND.

*6. WATTS BACKFLOW PREVENTER SHALL BE PROVIDED

ON ALL NON-RESIDENTIAL, MULTI-FAMILY, OR

MULTI-STORY SERVICES IF REQUIRED BY PRA. IF THE

METER SIZE IS OVER 1" THE OWNER, NOT THE

AUTHORITY, SHALL PROVIDE THE BACKFLOW

PREVENTER.

**7. PRESSURE REDUCER VALVE TO BE WATTS UB5 (IF

REQUIRED) - OR APPROPRIATE MODEL

CORRESPONDING TO METER SIZE.

8. SIZE OF SERVICE AND METER TO BE APPROVED BY

AUTHORITY.

9. SIZE OF VALVES, ADAPTERS, PRESSURE REDUCING

VALVES AND BACKFLOW PREVENTERS TO BE SAME

AS METER SIZE.

B5 P

E R

P R

#6 MIN. GROUND

JUMPER

AS REQ'D

FOR METER

WATER

MAIN

FLOOR

MIN. 12" FROM

OUTSIDE WALL

WATER

SERVICE

SERVICE LINE INSTALLED

WITHIN PVC SLEEVE (I) PIPE

DIA. MAX. LARGER THAN

SERVICE LINE (SEALED)

SERVICE LINE INSTALLED

WITHIN PVC SLEEVE (I) PIPE

DIA. MAX. LARGER THAN

SERVICE LINE (SEALED)

WATER

SERVICE

BALL VALVE

MIN. BEFORE BALL

VALVE 6" (MAX. 12")

" M

C O

GRADE

REMOTE METER

READING PAD

REMOTE METER

READING PAD

" M

C O

GRADE

BALL VALVE

BASEMENT SERVICE

THROUGH FLOOR SERVICE

FRONT VIEW OF SETTING

NON-RESIDENTIAL METER SETTING REQUIREMENTS

NOT TO SCALE

M :\A

PM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

NON-RESIDENTIAL METER SETTING REQUIREMENTS

PERKASIE REGIONAL AUTHORITY PRA-W11

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

H O2

PUMP

TEST FROM

HYDRANT OR

TAP

E G

T O

C H

T O

WATER MAIN

55 GAL. BARREL

OF H₂O OR

OTHER

CONTAINER

HOSE SDR-9 POLYTUBE

3/4" OR 1"

NOTES:

ALL TESTING EQUIPMENT AND FITTINGS MUST BE DISINFECTED IN ACCORDANCE WITH

PRA SPECIFICATIONS PRIOR TO TESTING.

HYDROSTATIC PRESSURE TEST CONFIGURATION

NOT TO SCALE

M :\A

PM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

PRESSURE TEST SCHEMATIC

PERKASIE REGIONAL AUTHORITY PRA-W12

SRT

4/08/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

NOTE: IF THE PRA AVAILABLE SERVICE PRESSURE IS LESS THAN 45 PSI, AUTHORITY ENGINEER MUST REVIEW.

PRA WATER MAIN

1 1/2" CORPORATION

STOP AND SERVICE

SADDLE 1 1/2" CURB STOP W/BOX

1 1/2" SDR 9 CTS ASTM2737

POLYTUBE, OR APPROVED

EQUAL

RESIDENCE

EXTERIOR

RESIDENCE

INTERIOR

1 1/2" BALL VALVE

3/4" TYPE-K COPPER OR SDR-9 POLYTUBE,

OR APPROVED EQUAL

1 1/2"x3/4"x 1 1/2" TEE

TO DOMESTIC SERVICE (REFER

TO PRA RESIDENTIAL METER

DETAIL DWG. NO. PRA-W10)

1 1/2" DOUBLE CHECK VALVE ASSEMBLY

(INSTALL HORIZONTALLY)

1 1/2" BALL VALVE

1 1/2" TYPE-K COPPER OR

SDR-9 POLYTUBE, OR

APPROVED EQUAL

DRAIN AND TEST CONNECTION

(1 1/2" TYPE-K COPPER OR

SDR-9 POLYTUBE), OR APPROVED EQUAL

TO AUTOMATIC

SPRINKLER SYSTEMNOTES:

1. REFER TO THE PRA RESIDENTIAL SERVICE/SPRINKLER LINE DETAIL DWG. NO. PRA-W14.

2. REFER TO THE PRA RESIDENTIAL METER DETAIL DWG. NO. PRA-W10.

3. SERVICE SADDLE: ROMAC INDUSTRIES 202U OR APPROVED EQUAL.

4. BALL VALVE: 1 1/2" WATTS LFF BV-3C; OR APPROVED EQUAL, THREADED BOTH ENDS. FOR POLYTUBE CONNECTIONS, INSTALL 1 1/2" FORD QUICK JOINT COUPLING WITH INSERT-54-Q SOLID TUBULAR 304SS INSERT STIFFENER, OR APPROVED

EQUAL.

5. DOUBLE CHECK VALVE ASSEMBLY: 1 1/2" WATTS LFU007M2QT, OR APPROVED EQUAL, WITH UNIONS, TWO RESILIENT SEATED ISOLATION VALVES, AND FOUR TOP MOUNTED RESILIENT SEATED TEST COCKS. INSTALL ASSEMBLY

HORIZONTALLY.

6. SINGLE SPRINKLER OPERATION DESIGN FIRE SPRINKLER NOZZLES MUST HAVE A MINIMUM K FACTOR OF 7.4 (107) AND

MUST PROVIDE A MINIMUM FLOW OF 24 GPM AT A MAXIMUM HEAD OF 10.5 PSI.

7. DUAL SPRINKLER OPERATION DESIGN FIRE SPRINKLER NOZZLES MUST HAVE A MINIMUM K FACTOR OF 4.9 (71) AND MUST PROVIDE A MINIMUM FLOW OF 13 GPM EACH AT A MAXIMUM HEAD OF 7.0 PSI. (TOTAL MIN. FLOW FOR DUAL SPRINKLERS =

26 GPM)

8. METHODS AND MATERIALS ARE TO BE PER THE MUNICIPALITY PLUMBING CODE AND PRA REQUIREMENTS

IF GREATER

THAN 80 FEET,

AUTHORITY

ENGINEER MUST

REVIEW

WATER

MAIN ℄

THERE ARE TO BE NO

SPLICES IN THE

SERVICE LINE

1 1/2" TYPE-K COPPER OR

SDR-9 POLYTUBE, OR

APPROVED EQUAL

1 1/2" TEE

(NOTE: AN EXPANSION TANK MUST

BE INSTALLED ON THE DOMESTIC

SYSTEM DUE TO THE DOUBLE CHECK

VALVE ON THE SPRINKLER SYSTEM.)

SPACE AT 48" MIN.

REFER TO SPECIFICATIONS

FOR PIPE INFORMATION

1 1/2" RESIDENTIAL SERVICE/SPRINKLER LINE CONNECTION

NOT TO SCALE

M :\A

8/ 7/

A M, B

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

RESIDENTIAL SERVICE/SPRINKLER LINE

PERKASIE REGIONAL AUTHORITY PRA-W13

SRT

5/11/15

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

'-0 " M

45°

NOTES:

1. WET TAPPING UNDER NORMAL LINE PRESSURE IS REQUIRED. THERE ARE TO BE NO SPLICES IN THE SERVICE LINE.

2. SERVICE SADDLE: ROMAC INDUSTRIES 202U OR APPROVED EQUAL.

3. CORPORATION STOPS: 1 1/2" FORD FB 1000-6-Q-NL WITH INSERT-54-Q SOLID TUBULAR 304 SS INSERT STIFFENERS, OR

APPROVED EQUAL.

4. CURB STOPS: 1 1/2" FORD B44-666-Q-NL WITH INSERT-54-Q SOLID TUBULAR 304 SS INSERT STIFFENERS, OR APPROVED EQUAL.

5. CURB BOX: FORD EA2-45-50 WITH A CURB BOX BASE FOR 1 1/2" CURB STOP AND 2'-0" LONG STATIONARY OPERATING ROD, OR

APPROVED EQUAL. THE CURB BOX LID IS TO BE CAST IRON WITH THE WORD "WATER" CAST INTEGRALLY ON TOP.

6. IF THE TOTAL LENGTH OF THE POLYTUBE SERVICE LINE FROM THE WATER MAIN TO JUST INSIDE THE RESIDENCE IS MORE

THAN 80 FEET, OR THE PRA AVAILABLE SERVICE PRESSURE IS LESS THAN 45 PSI, THEN THE AUTHORITY ENGINEER MUST

REVIEW.

7. IF USING NON-METALLIC PIPING UTILIZE LOCATING TAPE.

SERVICE SADDLE

REQUIRED FOR

ALL SERVICES 1"

OR LARGER

PENNDOT 2A IN R/W, APPROVED BACKFILL

MATERIAL OUTSIDE R/W

AASHTO #10

SERVICE LINE

6" 6"

VARIABLE

CUSTOMER TO CONNECT AT THIS POINT

SERVICE LINE SDR-9 CTS

ATMS 2737 POLYTUBE (1 1/2")

NOTE:

PROVIDE 6" (AASHTO #10) SCREENINGS

ABOVE AND BELOW SERVICE LINE

SERVICE LINE SDR-9 CTS

ASTM 2737 POLYTUBE (1 1/2")

CORPORATION

STOP (SPACE

AT 48" MIN.)

24" FROM CURB FACE

30" FROM EDGE OF PAVING OR

AS DIRECTED BY ENGINEER

4' M

. C

4' M

. C

CURB BOX

COMPLETE W/

STATIONARY ROD

2'-0" LONG

CURB STOP

PROVIDE SLACK FOR

PROTECTION AGAINST PULLING

CORPORATION OUT OF MAIN

WATER MAIN

CURB BOX LID TO BE CAST IRON WITH THE

WORD "WATER" CAST INTEGRALLY ON TOP

1 1/2" RESIDENTIAL SERVICE/SPRINKLER LINE CONNECTION

NOT TO SCALE

ROADWAY

ONE CONTINUOUS PIECE

FROM CORPORATION STOP

TO CURB STOP REQUIRED

M :\A

PM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

RESIDENTIAL SERVICE/SPRINKLER LINE

PERKASIE REGIONAL AUTHORITY PRA-W14

SRT

5/11/15

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

:\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

BOXLOK VALVE BOX ALIGNMENT DEVICE

PERKASIE REGIONAL AUTHORITY PRA-W15

SRT

1/24/19

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 5/13/2025

BOXLOK VALVE BOX ALIGNMENT DEVICE

GROUND LINE

INNER LID

C.I. FROSTPROOF LID

FORD MODEL W3-T

METRON WATER METER 5/8"x3/4" OR 3/4"

INSTALLED IN METERPIT

CARTRIDGE DUAL CHECK OUTLET;

FORD METERBOX HHCA31-323

(EXPANSION TANK INSIDE HOUSE

REQUIRED)

PVC SUPPORT BRACE

HDPE 20x48 FORD

METERBOX 20-48-NL, OR

ADS HDPE 21 INCH METER

PIT

3/4" K-COPPER RISER TUBE WITH

BULKHEAD FITTING (2) BY FORD

METERBOX PDVH-244-20-48-NL

SERVICE LINE ADAPTER BY

FORD METERBOX C14-33Q (2)

STONE FILL (TYP.)

ANGLE BALL

METER VALVE,

BA13-332W

METAL COVER

NOTES:

1. METERPIT TO BE INSTALLED JUST

OUTSIDE OF THE RIGHT-OF-WAY, ON

THE PRIVATE PROPERTY.

2. AN EXT-2 EXTENSION RING SHALL BE

USED WHEN BACKFLOW PREVENTORS

ARE NECESSARY.RESIDENTIAL METERPIT

NOT TO SCALE

A M, B

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

RESIDENTIAL METERPIT

PERKASIE REGIONAL AUTHORITY PRA-W16

SRT

12/12/19

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 02/24/2026

4" THICK FOAM

INSULATION DISK

SEWER SUPPLY

SYSTEM DETAILS

A A

8" 8"

REVISED 02/24/2026

NOTES:

1. THE DEPTH OF THE INVERT CHANNEL SHALL BE EQUAL TO 3/4 OF

THE DIAMETER OF THE SEWER.

2. THE SHELF SHALL SLOPE TOWARD THE INVERT CHANNEL AT A

RATE OF 1" PER FOOT.

3. TYPE "B" MANHOLES (SHALLOW TYPE) TO BE PROVIDED WHERE

REQUIRED BY DEPTH CONDITIONS. ALL OTHER MANHOLES TO BE

TYPE "A".

4. THE WALL THICKNESS IN A 4'-0" DIA. PRECAST BASE SHALL BE AS

FOLLOWS FOR PIPES 16" AND SMALLER, 5" WALL: FOR PIPES 18"

AND LARGER, 8" WALL.

5. ALL MANHOLE FRAMES FOR "OFF THE ROAD" MANHOLES SHALL

BE BOLTED TO THE CONE SECTION OR CONCRETE SLAB WITH

2'-3/4" DIA. BOLTS WITH WASHERS AND NUTS;. BOLTS TO BE AT

180 ON A 36" DIA. BOLT CIRCLE.

6. FOR MANHOLES HAVING 5'-0" DIA AND 6'-0" BASES REDUCTION IN

DIAMETER TO 4'-0" SHALL START AT THE FIRST JOINT ABOVE THE

UPPERMOST PIPE CONNECTION TO WALL, WHERE DEPTH IS

SUFFICIENT.

7. ENTIRE PERIMETER OF MANHOLE SHALL BE BACKFILLED WITH 2A

MODIFIED STONE TO A POINT NO LESS THAN 1 FT. ABOVE THE

TOP OF PIPE CONNECTING AT THE HIGHEST ELEVATION.

8. BUTYL RUBBER ADHESIVE SHALL BE CUT FLUSH WITH THE

INTERIOR OF THE MANHOLE.

BUTYL - RUBBER MANHOLE JOINT -

A.S.T.M. C443/C361 RUBBER - A.S.T.M.

D1056 NEOPRENE

4" MIN. CONC. CHANNEL FILL

M1 ADHESIVE CAULK SHALL BE APPLIED

BETWEEN THE CONCRETE CONE SECTION

AND THE FIRST PRO-RING, BETWEEN EACH

PRO-RING AND BETWEEN THE FINISHING

RING AND THE CASTING

UP TO 3 CRETEX PRO-RINGS (6" MAX.

TOTAL THICKNESS) FOR GRADE

ADJUSTMENT (TYP)

PRECAST REINFORCED CONCRETE

ECCENTRIC CONE SECTION

PRECAST REINFORCED CONCRETE

MANHOLE RISER SECTION

MANHOLE BASE TO RECEIVE TONGUE OF

PRECAST REINF. CONC. MH RISER

SECTION

PRE-CAST REINFORCED

CONCRETE BASE (SEE DETAIL)

6" PENNDOT 2RC STONE

UNDISTURBED EARTH

5" MIN. FOR 4' BASE

6" MIN. FOR 5' BASE

2'-0" DIA

9" MAX.

3' -9

" M

. F O

'-0 " D

MH STEP

SHELF

MH STEP

PLAN

SECTION A-A

TYPE "A' STANDARD MANHOLE DETAIL

NOT TO SCALE

:3 8:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TYPE "A" STANDARD MANHOLE

PERKASIE REGIONAL AUTHORITY PRA-S01

SRT

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE: 3/15/96

PARSONS MANHOLE

INSERT OR

APPROVED EQUAL

PARSONS MANHOLE

INSERT OR

APPROVED EQUAL

2 2

C D

NOTES:

1. THE DEPTH OF THE INVERT CHANNEL SHALL BE

EQUAL TO 3/4 OF THE DIAMETER OF THE SEWER.

2. THE SHELF SHALL SLOPE TOWARD THE INVERT

CHANNEL AT A RATE OF 1" PER FOOT.

3. TYPE "B" MANHOLES (SHALLOW TYPE) TO BE

PROVIDED WHERE REQUIRED BY DEPTH

CONDITIONS. ALL OTHER MANHOLES TO BE TYPE

"A". REFERENCE IS MADE TO THE STANDARD

DETAILS FOR TYPE A & TYPE B MANHOLES.

4. FOR MANHOLES HAVING 5' DIA. AND 6' DIA. BASE

REDUCTION IN DIAMETER TO 4' SHALL START AT

THE FIRST JOINT ABOVE THE UPPERMOST PIPE

CONNECTION TO WALL, WHERE DEPTH IS

SUFFICIENT.

5. ALL MANHOLE FRAMES FOR "OFF THE ROAD"

MANHOLES SHALL BE BOLTED TO THE CONE

SECTION OR CONCRETE SLAB WITH 2-3/4" DIA.

BOLTS WITH WASHERS AND NUTS. BOLTS TO BE

AT 180 DEGREES OR 90 DEGREES ON THE BOLT

CIRCLE. FOR WATERTIGHT COVERS USE 4-3/4"

BOLTS AT 90 DEGREES ON THE BOLT CIRCLE.

6. SEE THE SPECIFICATIONS FOR LENGTH OF PIPE

CONNECTIONS TO MANHOLES.

7. ALL CONCRETE SHALL BE 4000 PSI MINIMUM.

8. ENTIRE OUTSIDE SURFACE OF MANHOLE SHALL

RECEIVE TWO COATS OF BITUMINOUS COATING,

KOPPERS 300M, PENNOXY TAR 32-B-4, OR

APPROVED EQUAL.

9. INSTALL PLASTIC PREFORMED JOINT SEALANT

BETWEEN ALL SECTIONS AND UNDER FRAME.

10. MANHOLE CONSTRUCTION SHALL BE IN

ACCORDANCE WITH ASTM C478.

11. STEPS TO BE ALUMINUM ALLOY WITH

DEPRESSED TREAD, STEEL REINFORCED

POLYPROPYLENE IS OPTIONAL.

12. 4' DIA. MANHOLE - 8" TO 15" PIPES.

5' DIA. MANHOLE - 18" TO 27" PIPES.

6' DIA. MANHOLE - 30" TO 48" PIPES.

13. FOR INSIDE DROP PIPE TYPE MANHOLES

INCREASE DIAMETER BY 1'-0" OVER THOSE

SHOWN ABOVE.

14. REFERENCE IS MADE TO THE DETAIL FOR

STANDARD TYPE "A" MANHOLE.

15. BUTYL RUBBER ADHESIVE SHALL BE CUT FLUSH

WITH THE INTERIOR OF THE MANHOLE.

BUTYL - RUBBER MANHOLE JOINT

- A.S.T.M. C443/C361 RUBBER

- A.S.T.M. D1056 NEOPRENE

MANHOLE W/ PRECAST

DROP IN BASE

M.H. STEP

UP TO 3 CRETEX PRO-RINGS (6" MAX.

TOTAL THICKNESS) FOR GRADE

ADJUSTMENT (TYP)

M1 ADHESIVE CAULK SHALL BE

APPLIED BETWEEN THE CONCRETE

CONE SECTION AND THE FIRST

PRO-RING, BETWEEN EACH

PRO-RING AND BETWEEN THE

FINISHING RING AND THE CASTING

TEE

BRANCH

PRECAST CONCRETE

DROP MH. COLLARS BY

ATLANTIC CONC. OR

EQUAL (SEE DETAIL)

PRECAST CONCRETE

DROP MH. BASE BY

ATLANTIC CONCRETE

OR EQUAL

6" PENNDOT 2RC CRUSHED STONE

CONCRETE

DAM

8" M

SECTION 2-2

PLAN BELOW LINE C-D

TYPE "A" DROP MANHOLE DETAIL

NOT TO SCALE

:3 9:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TYPE "A" DROP MANHOLE

PERKASIE REGIONAL AUTHORITY PRA-S02

SRT

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 02/24/2026

3/15/96

PARSONS MANHOLE

INSERT OR

APPROVED EQUAL

PARSONS MANHOLE

2'-0"

NOTES:

1. THE DEPTH OF THE INVERT CHANNEL SHALL BE EQUAL TO

3/4 OF THE DIAMETER OF THE SEWER.

2. THE SHELF SHALL SLOPE TOWARD THE INVERT CHANNEL

AT A RATE OF 1" PER FOOT.

3. TYPE "B" MANHOLES (SHALLOW TYPE) TO BE PROVIDED

WHERE REQUIRED BY DEPTH CONDITIONS. ALL OTHER

MANHOLES TO BE TYPE "A".

4. THE WALL THICKNESS IN A 4'-0" DIA. PRECAST BASE SHALL

BE AS FOLLOWS: FOR PIPES 16" AND SMALLER, 5" WALL,

FOR PIPES 18" AND LARGER, 8" WALL.

5. ALL MANHOLE FRAMES FOR "OFF THE ROAD" MANHOLES

SHALL BE BOLTED TO THE CONE SECTION OR CONCRETE

SLAB WITH 2 3/4" DIA. BOLTS WITH WASHERS AND NUTS.

BOLTS TO BE AT 180° ON A 36" DIA. BOLT CIRCLE.

6. FOR MANHOLES HAVING A 5'-0" OR 6'-0" DIA. BASES

REDUCTION IN DIAMETER TO 4'-0" SHALL START AT THE

FIRST JOINT ABOVE THE UPPERMOST PIPE CONNECTION

TO WALL, WHERE DEPTH IS SUFFICIENT.

7. BUTYL RUBBER ADHESIVE SHALL BE CUT FLUSH WITH THE

INTERIOR OF THE MANHOLE.

MH STEP

BUTYL - RUBBER MANHOLE JOINT

- A.S.T.M. C443/C361 RUBBER

- A.S.T.M. D1056 NEOPRENE

5" MIN. FOR 4' BASE

6" MIN. FOR 5' BASE

M1 ADHESIVE CAULK SHALL BE

APPLIED BETWEEN THE CONCRETE

CONE SECTION AND THE FIRST

PRO-RING, BETWEEN EACH

PRO-RING AND BETWEEN THE

FINISHING RING AND THE CASTING

PRECAST REINFORCED

CONCRETE SLAB (A.S.T.M.

DESIG. C-478)

UP TO 3 CRETEX PRO-RINGS (6"

MAX. TOTAL THICKNESS) FOR

GRADE ADJUSTMENT (TYP)

MH STEP

MANHOLE BASE TO RECEIVE

TONGUE OF PRECAST REINF.

CONC. MH RISER SECTION

SHELF

4" MIN. CONC. CHANNEL FILL

PRE-CAST REINFORCED

CONCRETE BASE (SEE DETAIL)

3' -9

" M

. F O

'-0 "D

. M

5' -9

" M

. F O

'-0 " D

. M

4' DIA.

6" PENNDOT 2RC STONE

UNDISTURBED EARTH

PLAN

SECTION A-A

TYPE "B" STANDARD MANHOLE DETAIL

NOT TO SCALE

:3 9:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TYPE "B" STANDARD MANHOLE

PERKASIE REGIONAL AUTHORITY PRA-S03

SRT

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 02/24/2026

3/18/96

PARSONS MANHOLE

INSERT OR

APPROVED EQUAL

PARSONS MANHOLE

5' -0

" M

A = 0.12 IN² /FT.

(4'-0" DIA.)

A = 0.17 IN ²/FT.

(5'-0" DIA.)

EACH WAY (4'-0" DIA.)

A = 0.17 IN² /FT.

EACH WAY (5'-0" DIA.)

CIRCUMFERENTIAL REINF.

A = 0.29 IN² /FT.

A = 0.22 IN ²/FT.

A = 0.24 IN² /FT.

FOR 4'-0" DIA. MH

A = 0.12 IN² /FT.6" MIN. PENNDOT 2RC

STONE TYPICAL

-COMPACTED PRIOR TO

SETTING OF BASE

5" MIN. FOR 4' DIA. BASE

6" MIN. FOR 5' DIA. BASE

8" MIN. EARTH

6" MIN. ROCK

4" MIN. TO PIPE INVERT

OPENING FOR PIPES

SEE SPECIFICATIONS

8" M

6'-0" DIAMETER

4'-0" & 5'-0" DIAMETER

PRECAST DETAIL

NOT TO SCALE

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

PRECAST BASE

PERKASIE REGIONAL AUTHORITY PRA-S04

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

SELF-SEALING GROOVE

- CASTINGS TO BE GRAY IRON

- CAST IRON ASTM SPECS. A-48

- H-20 LOADING

- LETTERING AS SPECIFIED BY ENGINEER

- PAINT: 1 COAT BLACK ASPHALTUM

NOTE: 2 REQUIRED PER MANHOLE

GROOVE FOR

SELF-SEALING 1/4"

WIDE 3/16" DEEP, 1/4"

ROUND GASKET

P.R.A.

SEWER

2" RAISED LETTERS

4 - 1" ANCHOR

BOLT HOLES

CONCEALED COVER PICK HOLE 2

REQ'D - EQUALLY SPACED

TAPER RIBS

NON-SKID SURFACE AS

APPROVED BY ENGR.

25 7/8"

26 1/8" 28"

1/8" 1 1/2"

7"24" 26" 36"

MACHINED BEARING

SURFACES

3/4" 1"

3/8"

3/4"

STANDARD MANHOLE FRAME & COVER

NOT TO SCALE

M.H. ANCHOR BOLT

NOT TO SCALE

MIN. PROJECTION OF 2 1/2" ABOVE FINAL

COURSE OF BRICK OR ADJUSTMENT RING

MIN.

3/4" GALV. NUT

3/4"x 1 1/2" GALV. WASHER

3/4" GALV. ALL THREAD ROD

CONCRETE INSERT

PRE-CAST CONCRETE TOP

SECTION

PRE-CAST MANHOLE

PICK HOLE

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

STANDARD MANHOLE FRAME AND COVER

PERKASIE REGIONAL AUTHORITY PRA-S05

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

NOTE: 2 REQUIRED PER MANHOLE

M.H. ANCHOR BOLT

NOT TO SCALE

MIN. PROJECTION OF 2 1/2" ABOVE FINAL

COURSE OF BRICK OR ADJUSTMENT RING

MIN.

3/4" GALV. NUT

3/4"x 1 1/2" GALV. WASHER

3/4" GALV. ALL THREAD ROD

CONCRETE INSERT

PRE-CAST CONCRETE TOP

SECTION

PRE-CAST MANHOLE

PRA

SEWER

COVER BOLT HOLE-4

REQ'D EQUALLY

SPACED (SEE DETAIL

THIS SHEET)

COVER PICK HOLE-2 REQ'D

EQUALLY SPACED (SEE

DETAIL THIS SHEET)

2 PICK HOLES

CAST-IN LETTERS

AS SPECIFIED

MFG. STANDARD

NON-SKID SURFACE AS

APPROVED BY ENGINEER

FRAME BOLT

HOLE 1" DIA.

CORED HOLE 4

REQ'D-EQUALLY

SPACED ON 32"

DIA BOLT CIRCLE PROVIDE 4 - 1" DIA.

HOLES IN FRAME

24" CLEAR

39" (NEENAH)

26"

1/2" DIAMETER BRONZE

OR STAINLESS STEEL

HEX HEAD BOLT

FRAME

5/8" DIA. BOLT CLEARANCE

HOLE THRU COVER

DRILL AND TAP FRAME

FOR 1/2" DIA. THREAD

COVER

PLAN

COVER BOLT HOLE

1" 3/4"

3/8" 1/2"

COVER PICK HOLE

SPECIFICATIONS :

ALL MATERIAL GRAY CAST IRON, A.S.T.M. A-48, CL30 SUITABLE FOR HIGHWAY

LOADING ALL FRAMES & COVERS SHALL BE COATED WITH COAL TAR PITCH VARNISH

COVER SHALL HAVE THE WORDS "PRA SEWER" CAST THEREON FRAMES SHALL BE

WATERPROOF AND COVER SHALL BE BOLTED WITH FOUR (4) 1/2" COUNTERSUNK

STAINLESS STEEL BOLTS MAKING A SEAL WITH A RUBBER "O" RING GASKET, OR

EQUAL. PROVIDE FOUR (4) ANCHOR BOLT HOLES, 1" DIA. MIN.

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

WATERPROOF MANHOLE FRAME & COVER

PERKASIE REGIONAL AUTHORITY PRA-S06

SRT

4/03/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

B A

PRECAST MANHOLE (TYPE #1)

PRECAST MANHOLE (TYPE #2)

1 3/4

7/8

1/4

13/16 1/8 R30°

TYP. CROSS SECTION ON ALL STEPS

DIMENSION (IN.)APPLICATION

A B C D

PRECAST M.H.

(TYPE 1)

PRECAST M.H.

(TYPE 2)

13 10 3

3/4 3/4

3 3/4133/4

1 1/2"

1/8 R

3/32 x 1/2

GROOVES

PRECAST MANHOLE STEPS DETAILS

NOT TO SCALE

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

PRECAST MANHOLE STEP

PERKASIE REGIONAL AUTHORITY PRA-S07

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

24"

12" 24" 36"

6"R

LIFT INSERT

U-SHAPED COLLAR

36" 24" 12"

STANDARD

DROP MH BASE

SOLID COLLAR 6" OR 12" HIGH

STONE BEDDING

FOR PIPE

U-SHAPED COLLAR

CROSS SECTION

DROP MANHOLE

(SEE DETAIL)

DROP MANHOLE COLLARS

NOT TO SCALE

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

DROP MANHOLE COLLAR

PERKASIE REGIONAL AUTHORITY PRA-S08

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

EXISTING PIPE TO REMAIN UNTIL EXFILTRATION OR VACUUM

TEST ON MANHOLE IS ACCEPTABLE TO AUTHORITY.

PRECAST MANHOLE

SECTION SET INTO

WET CONCRETE

EXISTING PIPE

REMOVE CROWN OF

PIPE AFTER MANHOLE

IS SET

GASKET (FERNCO MH.

ADAPTER OR EQUAL)

NON-SHRINK

EPOXY GROUT

#5 BARS @ 12"

CENTERS BOTH WAYS

STANDARD 48" RISER

WITH CUTOUT (MIN.)

BENCH SLOPED

1" PER FOOTEXISTING

PIPE

CONCRETE BASE

POURED IN PLACE

4000 PSI CONCRETE

POURED AGAINST

UNDISTURBED EARTH

5'-0" MIN.

7'-0" MIN.

4" M

8" M

" M

DOGHOUSE MANHOLE DETAIL

NOT TO SCALE

M :\A

AM,

: T

: PE

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

PRECAST DOGHOUSE MANHOLE

PERKASIE REGIONAL AUTHORITY PRA-S09

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

6" MAX.

SANITARY MAIN

WYE & 2

BENDS SHOWN

FLOW

2% SLOPE

FLOW

WATER MAIN

ROADWAY

FINISH

GRADE

CLEANOUT ADAPTER

AND PLUG

TEMPORARY PLUG

* ANGLE EQUALS ANGLE OF

BEND PLUS 1 DEGREE. OTHER

COMBINATIONS SHALL BE

DETAILED ON THE PLANS.

POSSIBLE LOCATION

OF OTHER UTILITIES

CLEANOUT

A A

TEMPORARY PLUG

SANITARY MAIN

TEE WYE & BEND

SHOWN

AUTHORITY DOES NOT

PROVIDE BASEMENT SERVICE

NOTES:

1. PIPE AND FITTINGS ARE TO BE ASTM D3034, GASKETED 4" SDR 26 PVC UNLESS NOTED.

2. THE SERVICE SHALL BE INSTALLED PERPENDICULAR BETWEEN THE SEWER MAIN AND THE BUILDING

ENTRY POINT WITH A UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT.

3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM JOINT DEFLECTION (TYPICALLY ONE

DEGREE FOR PVC).

4. WHEN ABOVE GRADE, CLEAN OUT PLUGS SHALL BE CAST IRON METAL OR APPROVED EQUAL.

PLAN VIEW

SECTION A-A

PROFILE VIEW

SANITARY LATERAL SHALLOW SEWER DETAIL

NOT TO SCALE

RIGHT OF WAY LINE OR EDGE OF

ELECTRIC COMPANY EASEMENT,

WHICHEVER IS FURTHEST AWAY

FROM CURB

:3 9:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

SANITARY LATERAL-SHALLOW SEWER

PERKASIE REGIONAL AUTHORITY PRA-S010

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

REVISED 02/24/2026

6" MAX.

SANITARY

MAIN

WYE & 2

BENDS

SHOWN

FLOW

WATER MAIN

ROADWAY

FINISH

GRADE

CLEANOUT ADAPTER

AND PLUG

TEMPORARY PLUG

* ANGLE EQUALS ANGLE OF

BEND A PLUS 1 DEGREE.

POSSIBLE LOCATION

OF OTHER UTILITIES

CLEANOUT

A A

TEMPORARY PLUG

SANITARY

MAIN

TEE WYE

SHOWN

AUTHORITY DOES

NOT PROVIDE

BASEMENT SERVICE

NOTES:

1. PIPE AND FITTINGS ARE TO BE ASTM D3034, GASKETED 4" SDR 26 PVC UNLESS NOTED.

2. THE SERVICE SHALL BE INSTALLED PERPENDICULAR BETWEEN THE SEWER MAIN AND THE BUILDING

ENTRY POINT WITH A UNIFORM SLOPE OF NOT LESS THAN 1/4" PER FOOT.

3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM JOINT DEFLECTION (TYPICALLY ONE

DEGREE FOR PVC).

4. A COMPLETED TABLE SIMILAR TO THE TABLE SHOWN BELOW SHALL BE PLACED ON THE PLANS.

5. WHEN ABOVE GRADE, CLEAN OUT PLUGS SHALL BE CAST IRON METAL OR APPROVED EQUAL.

BEND A

FLOW

LOT

NO.

INVERT IN

AT BUILDING

DEGREE OF

BEND A

DIMENSION

FLOW

RIGHT OF WAY LINE OR EDGE OF

ELECTRIC COMPANY EASEMENT,

WHICHEVER IS FURTHEST AWAY

FROM CURB

PLAN VIEW

SECTION A-A

PROFILE VIEW

SANITARY LATERAL - DEEP SEWER DETAIL

NOT TO SCALE

:4 0:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

SANITARY SEWER-DEEP SEWER

PERKASIE REGIONAL AUTHORITY PRA-S011

SRT

3/15/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

REVISED 02/24/2026

2% SLOPE

FLOW

5' -0

" M

C O

PIPE SLEEVE OR

RELIEVING ARCH. SEAL

ANNULAR SPACE

6" MAX. OR

FLUSH WITH

SIDEWALKS

R.O.W. LINE OR

EDGE OF ELECTRIC

EASEMENT

ROADWAY

FIN. GRADE

5' MIN.

VENT

CLEANOUT

(3) TEST BALLS OR

PLUGS BY PLUMBER }SEE

NOTE 4

THE SERVICE SHALL BE INSTALLED

PERPENDICULAR BETWEEN THE MAIN

SEWER AND THE BUILDING ENTRY POINT

WITH A UNIFORM SLOPE NOT LESS THAN

1/4" PER FOOT.

TYPICALLY, EXFILTRATION TESTED

BY PLUMBING CONTRACTOR

LOW PRESSURE AIR TESTED

BY PIPE CONTRACTOR

TEMPORARY CAP INSTALLED BY

PIPE CONTRACTOR. CAP TO BE

REMOVED BY PLUMBER

AUTHORITY DOES NOT

PROVIDE BASEMENT SERVICE

THE DETAIL ASSUMES ALL PARTS SHOWN ARE NEW. IF A

SEWER MAIN IS TO BE CONNECTED TO AN EXISTING SANITARY

LATERAL, CONTACT PRA FOR EXISTING TESTING

REQUIREMENTS OF THE EXISTING LATERAL.

6" M

6" MIN.

6" M

U N

D B

SEE TRENCH

BACKFILL DETAIL

REQUIRED BEDDING AND

ENVELOPE PA DOT 2B

COARSE AGGREGATE

NOTES:

1. IF EXISTING HOUSE HAS APPROVED STACK

VENTS, USE DETAIL PRA-S014.

2. NEW PIPE AND FITTINGS ARE TO BE

GASKETED 4" SDR 26 PVC UNLESS NOTED.

WHEN INSTALLED IN A SIDEWALK THE VENT CAP SHALL

BE CI PHILADELPHIA STYLE.

3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR

MAXIMUM JOINT DEFLECTION (TYPICALLY ONE DEGREE FOR PVC).

4. REFER TO STANDARD CONSTRUCTION DETAIL PRA-S020 BEDDING AND ENVELOPE AND DETAIL PRA-S021 TRENCH

BACKFILL. MATCH DESIGN TO LOCAL/STATE REQUIREMENTS.

5. PIPES PASSING THROUGH FOUNDATION WALLS SHALL HAVE A RELIEVING ARCH, OR A PIPE SLEEVE SHALL BE BUILT

ONTO THE FOUNDATION WALL. THE PIPE SLEEVE SHALL BE TWO SIZES GREATER THAN THE PIPE PASSING THROUGH

THE WALL.

6. PRIOR TO COVERING THE LATERAL FROM THE CO TO THE HOUSE, THE LATERAL SHALL BE VISUALLY INSPECTED AND TESTED (EXFILTRATION) WITH A COLUMN OF WATER 5 FEET ABOVE THE FIRST INVERT INTO THE HOUSE. LOW

PRESSURE AIR TEST MAY BE USED WITH PRA APPROVAL.

7. WHEN ABOVE GRADE, CLEAN OUT PLUGS SHALL BE CAST IRON METAL OR APPROVED EQUAL.

NOT TO SCALE

SECTION A-A

BEDDING AND ENVELOPE UNPAVED

AREAS OUTSIDE PUBLIC ROW

NOT TO SCALE

SEWER LATERAL HOUSED CONNECTION DETAIL AND TESTING

EXISTING HOUSE WITHOUT AN APPROVED STACK VENT

PREPARED FOR:

PERKASIE REGIONAL AUTHORITY PRA-S012

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

EXISTING HOUSE CONNECTION

WITHOUT STACK VENT

REVISED 02/24/2026

2% SLOPE

" M

C O

PIPE SLEEVE OR

RELIEVING ARCH. SEAL

ANNULAR SPACE

6" MAX. OR

FLUSH WITH

SIDEWALKS

R.O.W. LINE OR

EDGE OF ELECTRIC

EASEMENT

ROADWAY

FIN. GRADE

5' MIN.

VENT

CLEANOUT

TRAP

(3) TEST BALLS OR

PLUGS BY PLUMBER}SEE

NOTE 4

THE SERVICE SHALL BE INSTALLED

PERPENDICULAR BETWEEN THE MAIN

SEWER AND THE BUILDING ENTRY POINT

WITH A UNIFORM SLOPE NOT LESS THAN

1/4" PER FOOT.

TYPICALLY, EXFILTRATION TESTED

BY PLUMBING CONTRACTOR

LOW PRESSURE AIR TESTED

BY PIPE CONTRACTOR

TEMPORARY CAP INSTALLED BY

PIPE CONTRACTOR. CAP TO BE

REMOVED BY PLUMBER FOR

CONNECTION TO TRAP

AUTHORITY DOES NOT

PROVIDE BASEMENT SERVICE

THE DETAIL ASSUMES ALL PARTS SHOWN ARE NEW. IF A

SEWER MAIN IS TO BE CONNECTED TO AN EXISTING SANITARY

LATERAL, CONTACT PRA FOR EXISTING TESTING

REQUIREMENTS OF THE EXISTING LATERAL.

6" M

6" MIN.

6" M

U N

D B

SEE TRENCH

BACKFILL DETAIL

REQUIRED BEDDING AND

ENVELOPE PA DOT 2B

COARSE AGGREGATE

NOTES:

1. IF EXISTING HOUSE HAS APPROVED STACK

VENTS, USE DETAIL PRA-S014.

2. NEW PIPE AND FITTINGS ARE TO BE

GASKETED 4" SDR 26 PVC UNLESS NOTED.

THE TRAP MAY BE CAST IRON (CI) WITH

GASKETED ADAPTER FITTINGS, MOLDED

PVC, OR CONSTRUCTED WITH GASKETED

PVC FITTINGS. WHEN INSTALLED IN A

SIDEWALK THE VENT CAP SHALL BE CI

PHILADELPHIA STYLE.

3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR

MAXIMUM JOINT DEFLECTION (TYPICALLY ONE DEGREE FOR PVC).

4. REFER TO STANDARD CONSTRUCTION DETAIL PRA-S020 BEDDING AND ENVELOPE AND DETAIL PRA-S021 TRENCH

BACKFILL. MATCH DESIGN TO LOCAL/STATE REQUIREMENTS.

5. PIPES PASSING THROUGH FOUNDATION WALLS SHALL HAVE A RELIEVING ARCH, OR A PIPE SLEEVE SHALL BE BUILT

ONTO THE FOUNDATION WALL. THE PIPE SLEEVE SHALL BE TWO SIZES GREATER THAN THE PIPE PASSING THROUGH

THE WALL.

6. PRIOR TO COVERING THE LATERAL FROM THE CO TO THE HOUSE, THE LATERAL SHALL BE VISUALLY INSPECTED AND TESTED (EXFILTRATION) WITH A COLUMN OF WATER 5 FEET ABOVE THE FIRST INVERT INTO THE HOUSE. LOW

PRESSURE AIR TEST MAY BE USED WITH PRA APPROVAL.

7. WHEN ABOVE GRADE, CLEAN OUT PLUGS SHALL BE CAST IRON METAL OR APPROVED EQUAL.

NOT TO SCALE

SECTION A-A

BEDDING AND ENVELOPE UNPAVED

AREAS OUTSIDE PUBLIC ROW

NOT TO SCALE

SEWER LATERAL HOUSED CONNECTION DETAIL WITH TRAP AND TESTING

EXISTING HOUSE WITHOUT AN APPROVED STACK VENT

PREPARED FOR:

PERKASIE REGIONAL AUTHORITY PRA-S013

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

EXISTING HOUSE CONNECTION WITH TRAP

WITHOUT STACK VENT

2% SLOPE FLOW

" M

C O

PIPE SLEEVE OR

RELIEVING ARCH. SEAL

ANNULAR SPACE

6" MAX. OR

FLUSH WITH

SIDEWALKS

R.O.W. LINE OR

EDGE OF ELECTRIC

EASEMENT

ROADWAY

FIN. GRADE

5' MIN. CLEANOUT

TWO-WAY TEE }SEE

NOTE 3

THE SERVICE SHALL BE INSTALLED

PERPENDICULAR BETWEEN THE MAIN

SEWER AND THE BUILDING ENTRY POINT

WITH A UNIFORM SLOPE NOT LESS THAN

1/4" PER FOOT.

TYPICALLY, EXFILTRATION TESTED

BY PLUMBING CONTRACTOR

LOW PRESSURE AIR TESTED

BY PIPE CONTRACTOR

PLUG INSTALLED BY PIPE

CONTRACTOR. PLUG TO BE

REMOVED BY PLUMBER FOR

CONNECTION OF LATERAL.

AUTHORITY DOES NOT

PROVIDE BASEMENT SERVICE

6" M

6" MIN.

6" M

U N

D B

SEE TRENCH

BACKFILL DETAIL

REQUIRED BEDDING AND

ENVELOPE PA DOT 2B

COARSE AGGREGATE

SECTION A-A

BEDDING AND ENVELOPE UNPAVED AREAS

OUTSIDE PUBLIC ROW

NOTES:

1. PIPE AND FITTINGS ARE TO BE GASKETED

4" SDR 26 PVC UNLESS NOTED.

2. REFER TO MANUFACTURER'S SPECIFICATIONS

FOR MAXIMUM JOINT DEFLECTION

(TYPICALLY ONE DEGREE FOR PVC).

3. REFER TO STANDARD CONSTRUCTION DETAIL PRA-S020 BEDDING AND ENVELOPE AND DETAIL PRA-S021 TRENCH

BACKFILL. MATCH DESIGN TO LOCAL/STATE REQUIREMENTS.

4. PIPES PASSING THROUGH FOUNDATION WALLS SHALL HAVE A RELIEVING ARCH, OR A PIPE SLEEVE SHALL BE BUILT

ONTO THE FOUNDATION WALL. THE PIPE SLEEVE SHALL BE TWO SIZES GREATER THAN THE PIPE PASSING THROUGH

THE WALL.

5. PRIOR TO COVERING THE LATERAL FROM THE CO TO THE HOUSE, THE LATERAL SHALL BE VISUALLY INSPECTED AND TESTED (EXFILTRATION) WITH A COLUMN OF WATER 5 FEET ABOVE THE FIRST INVERT INTO THE HOUSE. LOW

PRESSURE AIR TEST MAY BE USED WITH PRA APPROVAL.

6. WHEN ABOVE GRADE, CLEAN OUT PLUGS SHALL BE CAST IRON METAL OR APPROVED EQUAL.

NOT TO SCALE

CLEANOUT ADAPTER

AND PLUG

TEST BALL OR PLUG BY

PLUMBER

SEWER LATERAL HOUSED CONNECTION DETAIL AND TESTING

NEW HOUSE WITH AN APPROVED STACK VENT

NOT TO SCALE

:4 1:

M, B Y:

I N

TB,

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

NEW HOUSE CONNECTION

PERKASIE REGIONAL AUTHORITY PRA-S014

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

DATE:

2% SLOPE FLOW

TEE WYE & BEND

SHOWN OR WYE & 2

BENDS

* ANGLE EQUALS ANGLE OF BEND

MINUS 1 DEGREE. OTHER

COMBINATIONS SHALL BE DETAILED

ON THE PLANS.

AUTHORITY DOES NOT

PROVIDE BASEMENT SERVICE

THE SERVICE SHALL BE INSTALLED

PERPENDICULAR BETWEEN THE MAIN

SEWER AND THE BUILDING ENTRY POINT

WITH A UNIFORM SLOPE NOT LESS THAN 1/4"

PER FOOT

UNDISTURBED EARTH

NOTES:

1. LATERALS ARE TO BE 4" SDR 26 PVC PIPE UNLESS OTHERWISE NOTED.

2. ENSURE SUPPORT OF PIPE AND FITTINGS BY UNIFORM COMPACTION ALL AROUND AND UP SIDES OF THE PIPE, APPROXIMATELY 95 PERCENT STANDARD PROCTOR, AASHTO T-99.

3. REFER TO STANDARD SPECIFICATIONS PERKASIE REGIONAL AUTHORITY FOR ADDITIONAL TRENCHING AND

INSTALLATION REQUIREMENTS.

4. REFER TO MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM JOINT DEFLECTION FOR PVC PIPE (TYPICALLY ONE

DEGREE FOR PVC).

5. BENDS SHALL BE GASKET BY SPIGOT.

1'-6" MIN. DEPTH OF 2B STONE

UNLESS OTHERWISE DIRECTED

BY THE ENGINEER

6" MINIMUM 2B STONE

BEDDING, TYPICAL

TYPICAL CONNECTION

FOR SANITARY LATERAL -

SHALLOW SEWER

NOT TO SCALE

PREPARED FOR:

PENNONI ASSOCIATES INC.

150 Ridge Road, Suite 2 Sellersville, PA 18960

T 215-257-5711 F 215-257-5766

TYPICAL CONNECTION TO SEWER MAIN

PERKASIE REGIONAL AUTHORITY PRA-S015

SRT

4/04/96

JARDESIGNED…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 28, 2026.