5_-_Reference_Drawings.pdf

L

LSPAN RISE

C

L

I.D.

A

U

C

2 3 3�

STEEL ALUM.

ALUM.STEEL

GA. GA.

GA. GA.

RIP-RAP CUTOFF WALL

CONDUIT OUTLET PROTECTION

FLARED END SECTION

OR HEADWALL

LENGTH AND WIDTH OF APRON

AS SHOWN ON PLANS

N.T.S.

BREAK AT EXISTING

JOINT OR NEAT CUT

UNDISTURBED OR

COMPACTED SUBGRADE

RISE

(FOR JOINING PROPOSED PIPE TO EXISTING PIPE)

GEOTEXTILE

C

C

C

C

3’

6" MIN. COARSE AGGREGATE

18" 18"

18"

1" MORTAR BED

6" COARSE

AGGREGATE

6" COARSE

AGGREGATE

6" COARSE

AGGREGATE

28 41 54 67

87 94

12 1284 87

12 15 18 21 24 27 30 36 42 48 54 60

5�4�3�2�2�2�

PIPE END SECTIONS

NOTES:

ELEVATION

ROUND PIPE

ARCH PIPE

NOTES:

NOTE:

72 96

NEW JERSEY DEPARTMENT OF TRANSPORTATION

1.

2.

3.

1.

2.

3.

MINOR VARIATIONS TO THE ABOVE DIMENSIONS ARE ACCEPTABLE WITH

THE EXCEPTION OF THE INSIDE DIAMETER DIMENSION.

PROPOSED PIPE EXISTING PIPE

PIPE DIA.

GEOTEXTILE

D SIZE AND RIPRAP

THICKNESS AS SHOWN

ON PLANS

6" MIN.

COARSE

AGGREGATE

DIMENSIONS

(INCHES)

PIPE

DIAMETER

(INCHES)

ARCH PIPE

DIMENSION

(INCHES)

DIMENSIONS

(INCHES)

A 1 INCH THICK MORTAR BED AND A 6 INCH DEEP LAYER OF COURSE AGGREGATE

ARE REQUIRED WHEN A PRECAST CONCRETE CUTOFF WALL IS USED.

4.

L

C

I.D.

U

TONGUE END ON INLET

END SECTION GROOVE END

ON OUTLET END SECTION

18"6" COARSE AGGREGATE

1" MORTAR BED

A

SLOPE

C

6" COARSE

AGGREGATE

34.5 47.5 60.5 101 108

72 72 72 72 72 72 96 96 96 96

4. THE WIDTH OF THE CONCRETE CUTOFF WALL SHALL BE EQUAL TO THE MAXIMUM

WIDTH OF THE END SECTION AS INDICATED ON THE DETAIL BY DIMENSION "C".

HOWEVER, IF THE ACTUAL MAXIMUM WIDTH EXCEEDS THE CHART VALUE OF "C",

THE WIDTH OF THE CONCRETE CUTOFF WALL SHALL EQUAL THE ACTUAL MAXIMUM

WIDTH OF THE END SECTION.

MINOR VARIATIONS TO THE ABOVE DIMENSIONS ARE ACCEPTABLE WITH THE EXCEPTION

OF THE INSIDE DIAMETER DIMENSION.

A 1 INCH THICK MORTAR BED AND A 6 INCH DEEP LAYER OF COARSE AGGREGATE ARE

REQUIRED WHEN A PRECAST CONCRETE CUTOFF WALL IS USED.

NO SEPARATE PAYMENT WILL BE MADE FOR THE CONCRETE CUTOFF WALL. THE COST

OF THE CONCRETE CUTOFF WALL SHALL BE INCLUDED IN THE COST OF THE END SECTION.

DIMENSIONS (INCHES)

CLASS "B" CONCRETE MIN. 6"

AROUND PIPE CIRCUMFERENCE

NO SEPARATE PAYMENT WILL BE MADE FOR THE CONCRETE CUTOFF WALL. THE

COST OF THE CONCRETE CUTOFF WALL SHALL BE INCLUDED IN THE COST

OF THE END SECTION.

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

CONCRETE

CUTOFF WALL

(SEE NOTE 2)

CONCRETE CUTOFF WALL

(SEE NOTE 2)

COAT ALL SURFACES TO BE ENCASED IN CONCRETE COLLAR

WITH APPROVED EPOXY BONDING COMPOUND. NO SEPARATE

PAYMENT WILL BE MADE FOR THE CONCRETE COLLAR.

THE COST OF THE CONCRETE COLLAR SHALL BE INCLUDED

IN THE COST OF THE VARIOUS PIPE ITEMS ON THE PROJECT.

CONCRETE CUTOFF WALL

(SEE NOTE 2)

12" MIN.

T P

V

I L

L

S

E P n j d o t p r j w s v s y s t e m n j d o t w s p r o j e c t s N

J D

O T

E

ID

d a t e p e n t a b l e s c a l e file=

CD-601-2.4

REFER TO NOTE 4, CD-601-2.2 FOR SIZE OF CONCRETE CUTOFF WALL.

CD-601-2.1

CD-601-2.3

SEE DETAIL CD-601-2.1

OR CD-601-2.2

CD-601-2.2

CD-601-2

B D

C

D

-0

-O R

IG

IN

A L

S H

E E

T

ELEVATION

STORMWATER OUTFALL PROTECTION

CONCRETE COLLAR

END SECTIONS FOR CONCRETE PIPE

END SECTIONS FOR ALUMINUM PIPE

CONSTRUCTION DETAILS

B D

C

D

M

E T

A L

T

O

A L

U M

I N

U M

P

I P

E O

N C

D .2

.1

Segment C2 Contract 1 reference drawings 6-13-208