1-PRA Standard Water Details REV 2026-02-24.pdf

PERKASIE REGIONAL AUTHORITY

BUCKS COUNTY, PENNSYLVANIA

WATER SUPPLY

SYSTEM 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

2'-0", OR AS

DIRECTED BY THE

ENGINEER

WHERE THERE IS

NO CURB

SIDEWALK,

REQUIRED ADA,

STATE, AND

LOCAL WIDTH

8"

1' -9

M

IN

H E

IG

H

T

.5

.5

A A

T*

5' WIDE ZONE

OF

UNDISTURBED

EARTH, NO

UTILITIES, OR

AS REQUIRED

BY ENGINEER

FIRE HYDRANT

T*

3' -6

" M

IN

. L E

N G

TH

1' -9

1'

-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

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B Y

D E

P

TH

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M A

IN

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

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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

6"

3" MIN.

5'-6" ±

STANDARD BLOW-OFF 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

STANDARD BLOW-OFF

PERKASIE REGIONAL AUTHORITY PRA-W02

SRT

4/04/96

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

" M

IN

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

O

VE

R (T

YP

IC

AL

YARD 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

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

2"

P

IP

E

" F

O R

" T

O

0" P

IP

E

3" MIN.

PIPE

O.D.3" MIN.

6" MAX.

7"

12"

AS REQUIRED FOR

DEPTH OF THE

PIPE AND 3"

CLEARANCE FROM

FLOOR

B

4'-0" MIN.

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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: ----

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HORIZONTAL REACTION BACKING

NOT TO SCALE

C D

B E

A 2'-0"

F

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

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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

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

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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'

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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

A

A

2" MIN.2" MIN.

8"

4" MIN.

2.

0'

M

IN

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

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7/

/2

9:

:2

AM,

BY

: T

IN

A

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US

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

VA

R

IA

BL

E

4' M

IN

. C

O

VE

R

VA

R

IA

BL

E 4'

M

IN

. C O

VE

R

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

M

AI

N

TA

IN

'-0 " M

IN

TYPICAL RESIDENTIAL SERVICE LINE CONNECTION

NOT TO SCALE

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8/ 7/

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PE

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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

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

TO

P

W

AS

TE

V

AL

VE

#7 W

AT

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B

AC

KF

LO

W P

R

EV

EN

TE

R

W

AT

TS

U

B5 P

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ES

SU

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ED

U

C

ER

HOUSESTREET

3/ 4"

O R

" F

EM

AL

E

AD

AP

TE

R

3/ 4"

O R

" F

EM

AL

E

AD

AP

TE

R

3/ 4"

O R

" B

AL

L

VA

LV

E

GRADE

W

AL

L

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

IN

C O

VE

R

" M

IN

C O

VE

R

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

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5.

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7:

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PE

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US

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.

W

AL

L

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.

BA

LL

V

AL

VE

W

AT

TS

U

B5 P

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ES

SU

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E R

ED

U

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ER

FE

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AL

E

AD

AP

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R

FE

M

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AD

AP

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P R

EV

EN

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R

ST

O

P

W

AS

TE

V

AL

VE

#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

IN

C O

VE

R

GRADE

REMOTE METER

READING PAD

REMOTE METER

READING PAD

" M

IN

C O

VE

R

GRADE

BALL VALVE

BASEMENT SERVICE

THROUGH FLOOR SERVICE

FRONT VIEW OF SETTING

NON-RESIDENTIAL METER SETTING REQUIREMENTS

NOT TO SCALE

M :\A

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5.

DW

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PL

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D:

7/

/2

3:

:1

PM,

BY

: T

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P

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TY

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: PE

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ON

I N

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US

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

BL

EE

D

ER

V

AL

VE

PR

ES

SU

R

E G

AU

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E

SH

U

T O

FF

V

AL

VE

C H

EC

K

VA

LV

E

M

ET

ER

SH

U

T O

FF

V

AL

VE

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

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5.

DW

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PL

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TE

D:

7/

/2

3:

:4

PM,

BY

: T

IN

A

CA

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P

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TY

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: PE

NN

ON

I N

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.S

TB,

PR

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T

ST

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US

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

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5.

DW

G

PL

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TE

D:

8/ 7/

:5

2:

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PL

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ST

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E:

PE

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I N

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PR

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T

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US

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.

AI

N

TA

IN

'-0 " M

IN

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

IN

. C

O

VE

R

4' M

IN

. C

O

VE

R

CURB BOX

COMPLETE W/

STATIONARY ROD

2'-0" LONG

CURB STOP

PROVIDE SLACK FOR

PROTECTION AGAINST PULLING

CORPORATION OUT OF MAIN

WATER MAIN

VA

R

IA

BL

E

VA

R

IA

BL

E

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

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5.

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D:

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BY

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: PE

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PR

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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

RESIDENTIAL SERVICE/SPRINKLER LINE

PERKASIE REGIONAL AUTHORITY PRA-W14

SRT

5/11/15

JARDESIGNED BY:

CHECKED BY:

DRAWING NO.

:\A

UT

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5.

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D:

7/

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9:

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BY

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IN

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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

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

4'

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

U:

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IN

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LE

RS

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LL

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5.

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D:

2/

/2

:3

6:

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E:

PE

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US

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

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12/12/19

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DRAWING NO.

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REVISED 02/24/2026

4" THICK FOAM

INSULATION DISK