PRMT_Ct3_Amend__3.pdf

SHEET PILE

EXISTING MARINA

RISER PIPE

18" DIA.

UNDER DRAIN

EXISTING 8"

STEEL PIPE SLEEVE

18" LF 12" DIA SCH-40

PIPE SEAL

EXISTING GRADE

SLOPE TO MEET

EXTEND 8" PVC PIPE 2"

SHEET PILE

TORCH HOLE THROUGH

EL. 8.0±

EXISTING TOP

8" DIA. CHECK VALVE

DEMO EXISTING PIPE

PROPOSED PIPE

EXI

STI

NG

GRADE

TO REMAIN

EXISTING PIPE

CHECK VALVE

RISER PIPE

18" DIA.

UNDER DRAIN

EXISTING 8"

PVC PIPE @ 0.5%

8" DIA. 5± LF

RIM EL. 8.0±

OPEN GRATE

OUTFALL #1

SHEET PILE

EXISTING MARINA

1/4

1/4SLEEVE TO SSP

WELD PIPE

GRADE

EXISTING

INV.

EXISTING

EXISTING PIPE TO REMAIN

DEMO EXISTING PIPE

WITH GRATE

RISER PIPE

CONCRETE BLOCKS

CELLULAR

ARTICULATING

X

C -5

.d g n

30"

12" (TYP.)

4'-0" 5"

6"

5"

2" (TYP.)

6" 6"

3" MINIMUM7"

N.T.S.

PRECAST CONCRETE MANHOLE

N.T.S.

6" BEDDING STONE

FINISHED GRADE

PIPE BEDDING

MANHOLE RISERS AS REQUIRED

PRECAST REINF. CONCRETE

AS PER ASTM C478

REINFORCEMENT STEEL

CONCRETE CRADLE

CLASS B CAST IN PLACE

FRAME AND COVER

STANDARD MANHOLE

MANHOLE CONICAL TOP

PRECAST REINF. CONC.

CONCRETE BASE

PRECAST REINFORCED

COARSE AGGREGATE #57

RISER JOINT

PRECAST MANHOLE

D

WOVEN FILTER FABRIC

N.T.S.

‚" COTTER PIN

SECTION

ELEVATIONPLAN

4"x4"x1/4" PLATE WASHER

T Y

P

1-1/4" DIA. BAR

†" DIA. BARS (TYP.)

‚" COTTER PIN

3•"2•"

WASHER

2" TYP.

…" PLATE

1" MAX. CLEARANCE

TO SIDEWALL (TYP.)

FLARED END SECTION

…" PLATE

4"x4"x1/4" PLATE WASHER

1-1/4" DIA. BAR

6" FOR 12" THROUGH 18" DIA. END SECTIONS

FLARED END SECTION

4" MAX.

PLATE WASHER

4"x4"x1/4"

TYP.

6" TYP.

TYP.

1-1/2" TYP.

TYP.

1-1/8" 7UNC x 6"

HEAVY CADMIUM-

PLATED HEX BOLT,

4" MIN. THREAD LENGTH

1-3/8" DRILLED HOLE

WASHER

(2) 1-1/8" 7UNC

PLATED HEX NUT

HEAVY CADMIUM-

…" PLATE

1-1/4" DIA. BAR

N.T.S.

FLARED END SECTION

4" TOP SOIL

E P

T H

V A

R I

E S

PIPE UNDER NORMAL CONDITION

PIPE CROSSING ROAD

12" MAX.

3'

V A

R I

E S

D E

P T

H

SEMI-TRAPEZOIDAL SWALE

N.T.S.

ACCORDING TO THE MANUFACTURERS SEPCIFICATIONS.

TIE IN WITH THE FLOOD WALL SHALL BE2.

FOR SWALE DESIGN DETAILS.

REFER TO GRADING AND DRAINAGE PLAN1.

NOTE:

12"12"

CLASS V

15" RCP

SAW CUT PAVEMENT

BASE COURSE

EXISTING AGGREGATE

EXISTING PAVEMENT

TACK COAT

PRIME COAT

6" BEDDING STONE

MIN.

12"

MIN.

12"39"

A N

S I

D

S

IS

S

IS

S

IS

U T

IL

IT

Y D

E T

A

IL

S

C-503

†" BARS (TYP.)

21 77

WELDED TO THE 3/8" STEEL PLATE AND 1-1/4" STEEL BAR AS SHOWN.

ALL 5/8" DIAMETER STEEL BARS SHALL BE WELDED TOGETHER. EACH 5/8" STEEL BAR SHALL ALSO BE3.

ALL STEEL BARS AND PLATES SHALL BE GALVANIZED WITH 2.0 OUNCES OF ZINC PER SQUARE FOOT.2.

TACK WELD WASHER TO PLATE AND BOLT TO WASHER.TACK WELD NUT TO BOLT ON UNDERSIDE.1.

NOTES:

(TYP.)

†" BARS

PLATE WASHER

4"x4"x1/4"

EXISTING INV.

RIM EL. 8.0±

N.T.S.

EXISTING UNDERDRAIN CONNECTION

OPEN GRATE

STA. 0+18.12

EL. 13.0

TOP OF SPLICING

ARTICULATING CELLULAR CONCRETE BLOCKS

SEAL PIPE TO SLEEVE USING LINK SEAL OR AS APPROVED EQUAL.4

CHECK VALVE SHALL BE TIDEFLEX SERIES TF-1 OR AS APPROVE EQUAL.3

NYLOPLAST OR AS APPROVED EQUAL.

THE RISER PIPE SHALL BE 18" DIA PVC PIPE AS MANUFACTURED BY2

8" UNDERDRAIN PIPE.

THE CONTRACTOR SHALL VERIFY ONSITE THE INVERT OF THE EXISTING 1

NOTE:

/0

/2

CONCRETE NJDOT I-5 MIX

2" FINE AGGREGATE BITUMINOUS

NJDOT I-2 MIX

BASE COURSE

STABILIZED

6" BITUMINOUS

COMPACTED CLEAN FILL

COMPACTED CLEAN FILL

2.5

BLANKET AS SPECIFIED

EROSION CONTROL

MEET EXISTING (VARIES)

FINISHED GRADE TO FLOOD WALL

ANCHOR/NAIL

CONCRETE

TIE IN

(VARIES)

BOTTOM OF SWALE

MEET EXISTING

FINISHED GRADE TO

CONCRETE BLOCKS

ARTICULATING CELLULAR

FLOOD WALL

OF SWALE

BOTTOM

TOP OF SWALE

2.5

EXTEND

5'

P

T H

S W

A L

E

S

2 UNIT MINI.

UNPROTECTED SIDE PROTECTED SIDE

WOVEN FILTER FABRIC

PORT MONMOUTH ROAD

CONCRETE BLOCKS

ARTICULATIN CELLULAR

EXISTING SIDE SLOPE

X

WITH GRATE

RISER PIPE

PLAN VIEW

R E

V

IS

E D D

E T

A

IL

A D

D N

O T

E

/2

/2

ON THE LANDSCAPING PLAN.

THE AREA BETWEEN THE BLOCKS SHALL BE BACKFILLED WITH TOP SOIL AND VEGETATED AS SHOWN 4.

TO THE PROJECT SPECIFICATIONS.

TIE IN LOCATIONS, ESPECIALLY NEAR THE FLOOD WALL AND CURB SHALL BE GROUTED ACCORDING3.

INSTALLATION SHALL BE ACCORDING TO THE MANUFACTURERS SPECIFICATIONS.2.

AS SHOWN ON THE PLANS.

PROVIDE ARTICULATING CELLULAR CONCRETE BLOCKS ON THE UNROTECTED AND PROTECTED SIDE1.

NOTE:

R E

V

IS

E D N

O T

E D

E T

A

IL

/1

/2

IS

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A T

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SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

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IN

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IDENTIFICATION

SHEET

C-503