typical pipe trench detail

WIDTH OF RESTORATION

1'-0" 1'-0"EDGE OF TRENCH

12

" M

IN

.

VA

RIE

S

Ø + 16"

6" ASPHALT BASE

COURSE 19M64

(SEE NOTE 1)

SELECT BACKFILL, VIRGIN

DENSE GRADED AGGREGATE

COMPACTED IN 12" LIFTS

EXISTING PAVEMENT

THICKNESS VARIES

NOTE:

MAXIMUM WIDTH OF TRENCH

SHALL NOT EXCEED THE DEPTH

TO THE INVERT OF THE

PROPOSED PIPELINE

PIPE BEDDING

SHALL BE 3/4" TYPE

57 CLEAN STONE

SPRING LINE

TRENCH STABILIZATION

(USE ONLY IF AND AS

DIRECTED BY THE

ENGINEER)

EXCAVATED MATERIAL

COMPACTED IN 12"

LIFTS (SEE NOTE 3)

6" DENSE GRADE

AGGREGATE

REMINGTON & VERNICK ENGINEERSREV.

BORDENTOWN CITY WATER DEPARTMENTDRAWN

SCALE

DETAIL NO.

DATE JC

NTS

1TYPICAL PIPE TRENCH DETAIL12/190

NOTES:1. 6-INCH BASE COURSE TO BE INSTALLED AT TIME OF TRENCH RESTORATION. AFTER ADEQUATE SETTLING

PERIOD (60 DAYS OR PER CONTRACT), 2-INCHES OF BASE COURSE SHALL BE MILLED AND REPLACEDWITH 2-INCHES OF SURFACE COURSE

2. TACK COAT TO BE APPLIED BETWEEN EXISTING AND NEW ASPHALT3. IF EXCAVATED MATERIAL IS DEEMED UNACCEPTABLE BY THE BORDENTOWN CITY WATER DEPARTMENT

OR ITS AUTHORIZED REPRESENTATIVE, BACKFILL MATERIAL SHALL BE DGA, RGA, OR AS APPROVED BYTHE ENGINEER

2" ASPHALT

SURFACE COURSE

9.5M64 (SEE NOTE 1)

PROVIDE TACK COAT & SEAL

JOINT (SEE NOTE 2) (TYP)

WORD "WATER" ON COVER, WITHARROW AND WORD "OPEN"

3-PIECE BUFFALO-TYPE SLIDING TYPE VALVE BOX 5-1/4"BARREL AND WIDE OVAL BASE, AS MANUFACTURED BYBINGHAM & TAYLOR IN ACCORDANCE WITH FIGURE NO. 4908

VALVE STEM EXTENSION AS REQUIRED

GATE VALVE WITH 2-INCH OPERATING NUT ONNON-RISING STEM UNLESS OTHERWISE SPECIFIED

WATER MAIN

NOTES:1. ALL GATE VALVES SHALL BE A-2360 RESILIENT WEDGE GATE VALVE AS MANUFACTURED BY THE MUELLER

CORP. GATE VALVES SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA C-500.2. IF SPECIFIED ON THE DRAWINGS THE VALVE SHALL BE RESTRAINED TO FULL LENGTHS OF PIPE ON BOTH

ENDS.3. ALL VALVES ON STUB ENDS SHALL BE RESTRAINED TO A FULL LENGTH OF PIPE ON EACH SIDE OF THE

VALVE UNLESS OTHERWISE SPECIFIED.4. ALL VALVES SHALL BE "OPEN LET" (COUNTER-CLOCKWISE TO OPEN).5. IF AN OPERATING NUT IS MORE THAN 4.5 FEET BELOW THE GROUND SURFACE A VALVE STEM EXTENSION

MUST BE INSTALLED TO BRING IT BETWEEN 3.5 FEET AND 4.5 FEET FROM THE GROUND SURFACE.6. VALVE STEM EXTENSIONS SHALL BE ATTACHED TO THE OPERATING NUT BY PIN CONNECTION AND HAVE

A GUIDE RING. THEY SHALL BE AS MANUFACTURED BY BINGHAM AND TAYLOR.



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DETAIL NO.

DATE JC

NTS

2GATE VALVE AND BOX DETAIL12/190

28"28"14"

26"26"12"

20"20"10"

18"18"8"

16"16"8"

20"

16"

12"

8"

6"

LWTSIZE

W

T

CONCRETEBLOCK

MECHANICAL JOINT FITTING (TYP)



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DETAIL NO.

DATE

1'-6" MIN OR ASDIRECTED BY

THE ENGINEER2'-6"

42" MIN.

4'-0" (TYP)

42"

NOTES:1. FIRE HYDRANT SHALL BE "CENTURIAN" A423 WITH (2) 2 1/2" HOSE CONNECTIONS (NST) AND (1) 4 1/2" NST

PUMPER CONNECTIONS WHICH OPENS LEFT. HYDRANTS SHALL BE 5 1/4" VALVE OPENING.2. CONTRACTOR SHALL PAINT HYDRANT PER BORDENTOWN CITY STANDARD

MECH.JOINT (TYP)

6" ANCHOR PIPE(LENGTH AS REQUIRED)

THREADED TIE-ROD TO BEUSED FOR ANCHORING

THRUST BLOCK(SEE DETAIL 5 )

MECHANICAL JOINT TEEOR TAPPING SLEEVE

6" M.J. GATE VALVE,MUELLER Co., OR EQUAL(SEE DETAIL 2 "GATEVALVE AND BOX DETAIL")

2 PIECE VALVE BOX (SEEDETAIL 2 "GATE VALVEAND BOX DETAIL")

SIDE NOZZLES SHALL BEPROVIDED WITH NATIONALSTANDARD HOSE THREADS

PUMPER CONNECTION SHALL BE 4"STORZ WITH BLIND CAP & CHAIN

(6) CUBIC FEET 3/4" STONEFOR DRAIN TO BE AT LEAST 6"ABOVE DRAIN HOLES

5-1/4"BARREL

PAVEDSURFACE

WORD "WATER" ONCOVER, WITH ARROWAND WORD "OPEN"

4" CONC.SIDEWALK

3" (MIN.)6" (MAX.)

4" THICK CONC. SIDEWALK

CONC. CURB

1/2" PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER

WATER MAIN

JC

NTS

3FIRE HYDRANT DETAIL12/190

BREAKAWAYFLANGE

CURB

THRUST BLOCK(SEE DETAIL 5 )



SCALE

DETAIL NO.

DATE

1'-6" MIN

SIDEWALK

SEE NOTE #3

3'-6

" M

IN

C

OV

ER

4'-0

" M

AX

C

OV

ER

3'-6

" M

IN

C

OV

ER

1" MIN. TYPE K COPPER

SERVICE LINE

12" MAX.

WATER MAIN

CORPORATION STOP (SEENOTE 1)

NOTE:1. CORPORATION STOP TO BE MUELLER #15000 OR #H-150082. CURB STOP TO BE MUELLER #H-10291 ORI-SEAL OR #H-1504-2 MARK III ORI-SEAL3. CURB BOX TO BE BUFFALO-STYLE, 3-INCH SCREW TYPE

JC

NTS

4SERVICE CONNECTION DETAIL12/190

PAVED SURFACE

TO STRUCTURE(CUSTOMEROWNED)

CONCRETESUPPORT BLOCK

CURB STOP(SEE NOTE 2)

NOTES:1. DETAIL IS FOR SYSTEMS AT 150PSI TEST PRESSURE OR LESS; ALTERNATE DESIGN SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER IS REQUIRED FOR SYSTEMS WITH TEST PRESSURE > 150PSI2. THRUST BLOCKS TO BE USED FOR WATER MAIN AND FORCE MAINS AT ALL BENDS, TEES, REDUCERS AND PLUGS3. BEARING AREAS FOR THRUST BLOCKS ARE BASED ON THE UNDISTURBED SOIL WITH BEARING CAPACITY OF 2000 POUNDS

PER SQ. FT. FOR OTHER SOILS OF LESS BEARING CAPACITY, THE AREAS SHALL BE ADJUSTED ACCORDINGLY, (FIG. 14, ASCE"PIPELINE DESIGN FOR WATER AND WASTEWATER, 1975")

4. ALL CONCRETE FOR THRUST BLOCKS SHALL BE 3000 PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS5. THE THRUST BLOCKS SHALL BE POURED FROM FITTING SUCH THAT THEY BEAR ON THE UNDISTURBED WALL OF THE

TRENCH6. THE TABULATED CONTACT BEARING AREAS LISTED ARE FOR HORIZONTAL AND DOWNWARD THRUST ONLY AND ARE NOT

APPLICABLE FOR UPWARD THRUST

5'-6"4'-0"

10"

5'-0"14"/16"

C

1'-9"

1'-6"

Bdxd

2'-0"

1'-6"

C

8"x4"

6"x4"

2'-6"

2'-4"

B

10"x8"

10"x6"

RE

DU

CE

RS

BA

BE

ND

S

11-1

\4

°

22-1

\2

°

dd

A

2

d

d

CBA

45° B

EN

DS

CBA

3'-0"

2'-6"

3'-6"

4'-6"

B

2

d

d

A

A

B

MINIMUM SIZE OF CONCRETE THRUST BLOCKS

A

A

C

2'-0"

1'-9"

B

8"

3'-9"

2'-9"

8"

90

° B

EN

DS

d

8"

6"

12"

10"

TE

ES

&

C

RO

SS

ES

3'-6"

3'-0"

2'-6"

2'-0"

A

d

B

B

A

d

A

d

B

A

CCC

d

2

d

15"

10"

8"

10"

12"

12"

10"

12"

12"

8"

10"

12"

12"

15"15"15"

2'-0"

2'-8"

3'-6"

3'-9"

4'-6"

1'-3"

2'-3"

2'-3"

2'-6"

3'-3"4'-6"

3'-6"

3'-0"

2'-0"

1'-6"1'-6"

1'-6"

1'-6"

2'-6"

1'-3"

1'-9"

2'-0"

3'-0"

3'-6"

1'-6"

1'-0"

2'-0"

6"

8"

6"

8"

6"

8"

6"

8"1'-9"

1'-3"

1'-6"1'-6"

1'-3" 1'-3"

1'-3"

1'-3"1'-9"

1'-0"1'-0"1'-3" 1'-3"1'-3"1'-0"1'-0"

2" OR

4"

LESS



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DETAIL NO.

DATE JC

NTS

5THRUST BLOCK STANDARDS DETAIL12/190



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DETAIL NO.

DATE

BASED ON 150 PSI INTERNAL PRESSURE

MILD STEEL ROD A.S.T.M. STANDARD DESIGNATION A-36

LENGTH OF RESTRAINED PIPE

SIZEPIPE

4"

VALVETEE OR

90° BENDPLUG OR

22 1/2°

45° BEND

11 1/4°

D = DIAMETER M.S. =HIGH STRENGTH ROD A.S.T.M. STANDARD DESIGNATION 193, GRADE B-7L = LENGTH H.S. =

G = GRADE

6" 8" 12" 16" 20" 24"

D L G D L G D L G D L G D L G D L G D L G

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

3/4"

1"

3/4"

3/4"

1"

1"

3/4"

3/4"

3/4"

6.0'

6.0'

2.0'

1.0'

0.0'

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

H.S.

H.S.

M.S.

M.S.

M.S.

H.S.

H.S.

H.S.

M.S.

M.S.

-

-

-

-

-

13.0'

13.0'

4.0'

1.0'

0.0'

22.0'

22.0'

6.0'

2.0'

1.0'

40'

40'

11.0'

3.0'

1.0'

60'

60'

18'

5.0'

1.0'

80'

80'

24'

6.0'

2.0'

155'

155'

45'

12'

3.0'

BEND

BEND

NOTES:1. LENGTH MEASURED EACH DIRECTION FROM THE CENTER OF THE VALVE OR BEND.2. ALL RODS AND CLAMPS MUST BE COATED WITH TWO COATS OF COAL TAR EPOXY PAINT - 18 MIL. MIN.3. NUTS SHALL BE A.S.T.M. STANDARD DESIGNATION A-307, GRADE A OR B, HEXAGON HEAVY SERIES.4. RODS MAY BE CONNECTED TO FITTINGS BY MEANS OF TIE BOLTS SUCH AS THE SUPER STAR TIE BOLTS AS

MANUFACTURED BY STAR NATIONAL PRODUCTS.5. SEE TIE ROD CLAMP DETAIL FOR INFORMATION ON CLAMPS AND WASHERS.

JC

NTS

6RESTRAINED JOINT STANDARDS DETAIL12/190



SCALE

DETAIL NO.

DATE

WASHER

C

F

B

A

H

E

E G

J

I

E

PIPED CB

3/4"6"

D E F G H I J

WASHERS

SIZERODDIA.

CLAMP DIMENSIONS (INCHES)

8"

10"

12"

16"

18"

20"

24"

3/4"

3/4"

3/4"

1"

1"

1"

1-1/4"

7-1/16

9-3/16

11-3/8

13-1/2

17-7/8

20

22-1/8

26-3/8

1/2

1/2

1/2

1/2

3/4"

3/4"

3/4"

3/4"

1/2x3-1/2

5/8x4-1/2

3/4x5

3/4x5-1/2

1/2x3-1/2

1/2x3-1/2

1/2x3-1/2

3/4x5

2

2

2

2

4

4

4

5

.75

.75

.75

.75

.938

1.125

1.125

1.125

.660

.660

.660

.660

.780

.950

.950

.950

3.1

3.1

3.1

3.1

4.14

4.14

4.14

5.18

1.13

1.13

1.13

1.13

1.69

1.69

1.69

1.69

10.64

12.78

14.96

17.08

22.80

25.28

27.40

31.66

18.34

20.48

22.66

24.78

32.96

35.81

37.93

42.19

DWIDTH

3"3"4"

EHOLE

7/8"1 1/8"1 3/8"

DIAMETER LENGTH6"7"7"

F G

3/8"THICKNESS

1/2"5/8"

E

G

F

DD

JC

NTS

7TIE ROD CLAMP DETAIL12/190



SCALE

DETAIL NO.

DATE

FINISHED GRADE

TIE-RODDED IN

ALL CASES

CLASS "C" CONCRETE

THRUST BLOCK

(SEE DETAIL 5)

45° MJ

BEND (TYP.)

RETAINER

FLANGE

3' - 4'

EXISTING

UTILITY

(TYP.)

18" MIN.

45° MJ

BEND

(TYP.)

WATER

MAIN

TIE-RODDED

IN ALL CASES

CLASS "C"

CONCRETE

THRUST BLOCK

(SEE DETAIL 5)

NOTE:1. MEGALUG RESTRAINTS (OR APPROVED EQUAL) SHALL BE USED AT ALL FITTING

LOCATIONS2. PIPE CROSSINGS OF SEWER UTILITIES SHALL BE PER BORDENTOWN CITY WATER

DEPARTMENT STANDARDS AND/OR AS DIRECTED BY THE ENGINEER

TIE RODDED FOR MAINS

6" AND LARGER

RETAINER

FLANGE

42" MIN.

JC

NTS

8WATER MAIN OFFSET DETAIL12/190



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DETAIL NO.

DATE

MUELLER #H-615

MECHANICAL JOINT

TAPPING SLEEVE

MUELLER #C-2362

MECHANICAL JOINT

TAPPING VALVE

THRUST BLOCK

(SEE DETAIL 5)

EXISTING PIPE

THRUST BLOCK SHALL BE AS REQUIRED

FOR 45° BEND IN THE TABLE OF THRUST

BLOCKS (SEE DETAIL 5)

NOTES:1. TAPPED CONNECTIONS SHALL BE MADE ONLY IN THE PRESENCE OF WATER DEPARTMENT EMPLOYEES OR

THEIR DESIGNATED REPRESENTATIVE2. CONCRETE THRUST BLOCK UNDER VALVES SHALL HAVE A SOIL BEARING AREA EQUAL TO THAT OF A 45°

ELBOW3. CONCRETE THRUST BLOCK FOR TAPPING SLEEVE SHALL HAVE A SOIL BEARING AREA EQUAL TO THAT OF A

TEE CONNECTION

STAINLESS STEEL

ANCHOR STRAPS

(EMBEDDED IN

CONCRETE MIN 3")

JC

NTS

9TAPPING SLEEVE AND VALVE DETAIL12/190

THRUST BLOCK

(SEE DETAIL 5)



SCALE

DETAIL NO.

DATE

PIPEPOLYETHYLENETUBE

STEP 1

STEP 2

STEP 3

PIPE

PLASTIC TAPE

POLYETHYLENE TUBE

POLYETHYLENE TUBEPLASTIC TAPE

PIPE

FIELD INSTALLATION - POLYETHYLENE WRAP

STEP 1 - PLACE TUBE OF POLYETHYLENE MATERIAL ON PIPE PRIOR TO LOWERING IT INTO TRENCH.STEP 2 - PULL THE TUBE OVER THE LENGTH OF PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL

AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC TUBEIN PLACE.

STEP 3 - OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE.THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESSMATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE BARREL, FOLDED ON TOP OFPIPE AND TAPE IN PLACE.

JC

NTS

10POLYETHYLENE WRAP DETAIL12/190



SCALE

DETAIL NO.

DATE

CONCRETE SADDLE REQUIRED

AT ALL CROSSINGS WITH LESS

THAN 24" VERTICAL SEPARATION

MIDWAY POINT OF PIPE

PIPE

PIPE

12" D 12"

"A"

"A"

PIPE

PIPE

CLASS "C" CONCRETE

SADDLE TO VIRGIN

GROUND

12"12" Ø

JC

NTS

11CONCRETE SADDLE DETAIL12/190



SCALE

DETAIL NO.

DATE

STEEL CASING BIT. COATED

FILL ALL VOIDS IN CASING WITH KILNDRIED SAND AS DESCRIBED IN NOTES

SPACERS

8" THICK BRICK WALL EACHEND 1. TO 6. MORTER

BELL OF PIPE

DUCTILE IRON PIPE

8" CONC. WALL CLASS"B" EACH END

1"Ø WEEP HOLE EACH END

NOTES:1. ALL JACK AND BORE OPERATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE NJDOT STANDARDS2. THE PROPOSED WATER MAIN SHALL BE SLDIP, CLASS 52, WITH MECHANICAL JOINTS3. THE CASING SHALL BE SMOOTH STEEL PIPE AS REQUIRED BY NJDOT, THE INTERIOR SURFACES SHALL BE

COATED WITH COAL-TAR EPOXY. THE EPOXY SHALL BE KOPPERS BITUMASTIC NO. 300-M AS PRODUCEDBY KOPPERS COMPANY, INC. THE EPOXY SHALL BE APPLIED, AS RECOMMENDED BY THE MANUFACTURER,TO PROVIDE A FINAL, DRY FILM THICKNESS OF 20 MM.

4. SPACERS SHALL BE MADE OF HIGH DENSITY POLYETHYLENE MATERIAL (HDPE) AS MANUFACTURED BYRACI CORPORATION. SPACERS SHALL BE PROVIDED TO RESTRAIN THE MAIN IN ALL DIRECTIONS. THESPACERS SHALL BE HDPE, NON-CONDUCTIVE, HIGH COMPRESSION STRENGTH, AND PLACEDLONGITUDINALLY IN THE CASING AT INTERVALS AS REQUIRED BY THE MANUFACTURER.

5. AFTER THE PIPE HAS BEEN INSTALLED, THE CONTRACTOR SHALL COMPLETELY FILL ALL THE VOIDS IN THECASING WITH KILN DRIED SAND BLOWN IN PLACE. THE SAND SHALL MEET ASTM FINE AGGREGATE ASTMC33 (CURRENT ISSUE).

6. THE CASING SHALL BE CLOSED AT BOTH ENDS WITH CLASS "B" CONCRETE AND BRICK WALLS AS DETAILED.A ONE INCH GALVANIZED STEEL PIPE SHALL BE PROVIDED AT BOTH ENDS OF THE CASING AS A WEEPHOLE.

JC

NTS

12STEEL CASING DETAIL12/190



SCALE

DETAIL NO.

DATE

CONCRETE POURED AGAINSTUNDISTURBED EARTH

0.875"

0.72"

GRADE

CAPMAG

1"

18"

6"Ø

FLUSH WITH GRADE 4" DIAMETER DOMEDBRONZE CONCRETE MARKER WITH 3" ANCHORAS MANUFACTURED BY BERNTSEN, MODELC4DB, WITH STAMPING SHOWN PROVIDED.ATTACH ONE CAPMAG TO BOTTOM OF MARKER

PLAN NOTES:1. ↕ MARKER TO BE ALIGNED PARALLEL TO PIPE ALONG

PIPE CENTERLINE2. ###(PRESSURE (PSI))/#(DEPTH (FT)); PIPE WORKING

PSI AND DEPTH SHALL BE SPECIFIC TO APPLICATION3. DIA(SIZE (IN))/MAT(MATERIAL ABBREVIATION)/CON

(CONTENT); SIZE, MATERIAL, AND CONTENT OF PIPESHALL BE SPECIFIC TO APPLICATION

CI T

Y O F BORD E NTOWN

WA

TE

R D E P A R T M E N T M

AR

KE

R###

PS I AT # FEET DEPTH

DI A

" MA T C O N PI P

E↕

PLAN

ELEVATION

3"

TEL :

609 - 298-0604

JC

NTS

13PIPE MARKER DETAIL12/190



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DETAIL NO.

DATE JC

NTS

14CONCRETE ENCASEMENT DETAIL12/190

BARREL OF PIPE

BELL OF PIPE

CONCRETE CLASS "B"

UNDISTURBED EARTH

TRENCH WIDTH

12" MIN

"A"

12" MIN 12" MIN

PIPE DIAMETER A4" - 16" 4" MIN

18" - 48" 6" MIN

typical pipe trench detail

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