Amendment_0001_-_Plans.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

ON THE LANDSCAPING PLAN.

THE AREA COVERED BY THE BLOCKS SHALL BE BACKFILLED WITH 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 D

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A

IL

A D

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E

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/2

IS

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P H

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T R

A C

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R A

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IT

A N B

A Y A

N D S

A N

D Y H

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K B

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A N

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A G

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D E

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C O

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D A

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SHEET OF

New York District of Engineers

US Army Corps

N E

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P S O

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IN

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IDENTIFICATION

SHEET

IS

S

U E D

A T

E

S O

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IC

IT

A T

IO

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P O

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M O

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N E

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Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

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E N

A M

E

D W

N B

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C K

D B

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D E

S

IG

N E

D B

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D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

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F

IL

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B E

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P L

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C A

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D A

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M A

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D E

S C

R

IP

T

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N

C O

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R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

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W Y

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U .S

A R

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IDENTIFICATION

S-001

D

H

R D

H

32 77

WELDED WIRE REINFORCEMENTWWF

WEIGHTWT

WORK POINTWP

WITHOUTW/O

WITHW/

TOP FACETF

TOP AND BOTTOMT/B

TOP OFT/

SYMMETRICALSYMM

SYMBOLSYM

STATIONSTA

STANDARDSTD

STEEL SHEET PILESSP

SQUARE FEETSQ FT

SQUARESQ

SPECIFICATIONSPEC

SPOT ELEVATIONSP EL.

SIMILARSIM

SHEETSHT

SCHEDULESCHD

REQUEST FOR INFORMATIONRFI

REINFORCEMENTREINF

REFERENCEREF

RADIUSR

QUANTITYQTY

PROJECTPROJ

OPPOSITE OPP

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NEAR SIDENS

NOT TO SCALEN.T.S.

NOMINALNOM

NUMBERNO., #

NOT IN CONTRACTN.I.C.

NEAR FACENF

NEGATIVENEG

MINIMUMMIN

MAXIMUMMAX

LINEAR FEETLF

POUND FORCELBF

ANGLEL

INSIDE RADIUSIR

INVERT ELEVATIONINV

INCH-POUNDIN-LB

INSIDE DIAMETERID

HEIGHTHT

HORIZONTAL HORIZ

FEDERAL GOVERNMENTGOVT

GALVANIZEDGALV

FOOTFT

FIGUREFIG

FAR FACEFF

COMPRESSIVE STRENGTHf'c

EQUAL(LY)EQ

ELEVATIONEL OR ELEV.

EACH FACEEF

EACHEA

DRAWINGDWG

DIAGONALDIAG

DIAMETERDIA, O

DEMOLITIONDEMO

DEGREEDEG

CUBIC YARDCU YD

CUBIC FEETCU FT

CONTROLCTRL

CENTERCTR

CORROSION-RESISTANT STEELCRS

CONCRETECONC

CONTRACTING OFFICER'S REPRESENTATIVECOR

CLEAR (COVER)CLR

CENTER LINEC/L, C

CONSTRUCTION JOINTCJ

CAST-IN-PLACECIP

BETWEENBTW

BOTTOMBOT

BULKHEADBLKHD

BUILDINGBLDG

BOTTOM FACEBF

BOTTOM OF B/

AMERICAN WIRE GAUGEAWG

AVERAGEAVG

AMERICAN SOCIETY OF ENGINEERSASCE

APPROXIMATE APPROX

ALTERNATEALT

ALLOWABLEALLOW

AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC

ADDITIONALADDL

AMERICAN CONCRETE INSTITUTEACI

AND&

AT@

ABBREVIATIONS

L

S T

R U

C T

U R

A L N

O T

E S

CAPACITY (AWL x F.S.=2.0) OF AT LEAST 200 KIPS.

STATIC LOAD TESTS SHALL DEMONSTRATE A SAFE DESIGN

USED FOR FOUNDATION DESIGN WAS 100 KIPS WITH 55FT LENGTH.

3. THE ANTICIPATED WORKING LOAD (AWL) AND PILE LENGTH

ON PILE LOAD TESTS.

2. THE ACTUAL PILE LENGTHS AND CAPACITIES SHALL BE BASED

PRELIMINARY DRIVING CRITERIA.

CAPACITY WITHOUT RESULTING IN PILE DAMAGE AND TO ESTABLISH

CONFIRM THE HAMMER CAN ACHIEVE THE REQUIRED ULTIMATE

ANLYSIS, USING THE SELECTED HAMMER AND PILE SECTION, TO

1. THE CONTRACTOR SHALL COMPLETE A WAVE EQUATION

PILES:

A M

D -1 -S -0

.d g n

PAINTING: HYDRAULIC STRUCTURES

PAINT CLOSURE GATE CONFORMING TO SECTION 09 97 02 2.

59 13 FABRICATION OF HYDRAULIC STEEL STRUCTURES.

DRAWINGS, SECTION 35 20 16.59 CLOSURE GATES AND SECTION 05

CONSTRUCT CLOSURE GATE CONFORMING TO THE 1.

CLOSURE GATE:

RAILINGS, RESPECTFULLY.

ACCORDANCE WITH 05 51 33 METAL LADDERS AND 05 52 00 METAL

METAL LADDERS AND HANDRAIL SHALL BE CONSTRUCTED IN 2.

FABRICATIONS

IN ACCORDANCE WITH 05 50 13 MISCELLANEOUS METAL

CORNERS, WINCH SUPPORT FRAME, AND OTHER FABRICATED ITEMS

CONSTRUCT SHEET PILE SPLICE, FABRICATED SHEET PILE 1.

MISC. METALS:

UNLESS OTHERWISE NOTED.

REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS 4.

REINFORCEMENT LENGTH TABLES SHOW ON THIS SHEET.

EMBEDMENT LENGTHS SHALL BE CONFORMANCE WITH THE 3.

LENGTH SHALL BE BASED ON THE LARGER BAR SIZE.

SHOW ON THIS SHEET. FOR DIFFERENT BAR SIZES, THE SPLICE

LAP SPLICES SHALL BE CLASS B AND CONFORM TO THE TABLE 2.

INCHES OR AS INDICATED ON THE DRAWINGS.

GREATER THAN 24 INCHES . OTHERWISE, CLEAR COVER SHALL BE 3

BE IN CONTACT WITH EARTH AND IN SECTIONS OF THICKNESS

CLEAR COVER SHALL BE 4 INCHES FOR CONCRETE FACES TO 1.

REINFORCEMENT FOR CAST-IN-PLACE CONCRETE:

STRUCTURAL CONCRETE FOR CIVIL WORKS.

CONFORMING TO SECTION 03 31 01.00 10 CAST-IN-PLACE

39 00.00 10 CONCRETE CURING. APPLY ANTI-GRAFFITI COATING

CURE AND PROTECT CONCRETE CONFORMING TO SECTION 03 5.

SPECIFICATION.

FORMING. PROVIDE SAMPLE T-WALL PANEL AS DESCRIBED IN

SECTION 03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE

DESIGN AND CONSTRUCT ALL FORMWORK CONFORMING TO 4.

CONCRETE ACCESSORIES.

INDICATED ON THE DRAWINGS AND CONFORM TO 03 15 00.00 10

CONCRETE WATERSTOPS AND JOINT MATERIALS SHALL BE AS 3.

CONFORM TO SECTION 03 20 00.00 10 CONCRETE REINFORCING.

CONCRETE REINFORCING SHALL BE ASTM 615, GRADE 60 AND 2.

OTHERWISE SPECIFIED.

CHAMFERS TO ALL EXPOSED CONCRETE CORNERS, UNLESS

MINIMUM OF 5000PSI COMPRESSIVE STRENGTH. PROVIDE 3/4 INCH

CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS AND BE

CONCRETE SHALL CONFORM TO SECTION 03 31 01.00 10 1.

CONCRETE STRUCTURES:

CONSTRUCTION.

SHORING, AND OTHER SUPPORTING WORKS REQUIRED FOR

FURNISHING, PLACING, AND MAINTAINING ALL SHEETING, BRACING,

THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, 8.

DAMAGE DURING ALL PHASES OF CONSTRUCTION.

EQUIPMENT TO KEEP EXCAVATIONS FREE OF WATER AND FROM

PROVIDING, AND MAINTAINING ALL NECESSARY METHODS AND

THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, 7.

SCALED. DIMENSIONS SHOULD BE FOLLOWED.

DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE 6.

IN THE FIELD.

APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS

DIMENSIONA AND/OR ELEVATIONS MARKED THUS (±) ARE 5.

CONSTRUCTED IN DRY CONDITIONS ONLY.

GIVEN STRUCTURE. STRUCTURES ARE DESIGNED TO BE FULLY

AT ALL TIMES, DURING CONSTRUCTION AND INSTALLATION OF A

TWO (2) FEET BELOW THE BOTTOM OF FOUNDATION EXCAVATIONS,

"DRY". THE GROUND WATER ELEVATIONS SHALL BE MAINTAINED

ALL CONCRETE STRUCTURES SHALL BE CONSTRUCTED IN THE 4.

SPECIFICATIONS SHALL GOVERN.

BE IN CONFLICT WITH PROJECT SPECIFICATIONS, PROJECT

WHERE THESE NOTES AND/OR STRUCTURAL DRAWINGS MAY 3.

CONCRETE.

ELECTRICAL, AND MECHANICAL DRAWINGS PRIOR TO PLACING

LOCATIONS THROUGH CONCRETE WITH THE ARCHITECTURAL, CIVIL,

CONTRACTOR SHALL COORDINATE ALL PIPE AND CONDUIT 2.

NOTED AND SHARED WITH THE COR.

AND ACTUAL CONDITIONS GREATER THAN 3 INCHES SHALL BE

DISCREPANCIES DISCOVERED BETWEEN REFERENCE DRAWINGS

AND LOCATIONS OF STRUCTURES SHALL BE VERIFIED IN FIELD. ANY

REFERENCE DRAWINGS REFER TO NAVD27. EXISTING ELEVATIONS

VERTICAL DATUM (NAVD88) UNLESS OTHERWISE NOTED.

ELEVATIONS ARE IN FEET AND REFER TO NORTH AMERICAN 1.

GENERAL STRUCTURAL NOTES:

M M

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T

/2

/1

W.EL. 4.8

P6

P8

0 1

15+00

P I

P I

P I

P I

P I

W W

G=5.12

G=4.95

G=7.14

G=6.85

G=4.88

G=4.10

G=4.30

G=4.51

Rd

Port Monmouth Rd

Old Port Monmouth

NOT FOUND IN FIELD

FROM RECORD

R=3.99

I=

.8

I=

.4

I= .3

I=2.98

I=6.31

I=6.68

I=2.44

15" D

D2

24" D

2" G

2" G

6" W

W

W

12" W

18" D

18" D

WITH DEBRIS

PIPE COVERED

S

A

B A

N D

O N

E D

S

A

B A

N D

O N

E D

(ABANDONED)

8" S

S

A

B A

N D

O N

E D

I=4.04

I=3.94

I=2.40

I=2.45

I=2.55

I=2.86

OUTFALL

4.1

4.2

4.3

4.3

4.3

CB

CB

4.6 4.4

CB

CB

CB

S

S

R=4.79

R=8.29 D

8" S

I= .2

I=-2.63 I=-2.63

P9

5.6

MB

P5 6.6

6.4

CB

7.6

CB

8.6

8.3

7.8

12.1

14.6

P7

0 4

-0+07.36

PI

P I

P I

P I

-0+07

0+00

0+00

PI

P2

G=7.04

G=11.66

G=11.88

CB

G=7.12

Port M onm outh R d

CB

(REVISED 27 MAY 2015)

El = 17.29

E = 602,330.23

N = 585,522.72

Bronz Disk

Control Point 10102

18" D

12" W

12" W

12" W

12" W

FROM RECORD

I=3.54

G=5.54

OUTFALL

I= .5

I= .5

I=5.75

I=4.8

I=5.25

I=4.98

I=6.89

3.3

3.3

Port Monmouth Rd

4.3

4.5

4.8

P5

V

P3

CB

CB

P1

P-1

7.8

7.9

8.7

DOCKAGE

10.5

10.4

CB

CB

E

P4

IS

S

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T O

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D W

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C A

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N

C O

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R A

C T N

O

D A

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A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

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IDENTIFICATION

SHEET

T/ FTG. EL +2.0

T/ FTG. EL +1.0

NN

S-100

R D

H

R D

H

S T

R U

C T

U R

A L P

L A

N

60'0 30'

NN

PLAN STA. 7+00 TO 16+20

PLAN STA. -0+07 TO 7+00

FLOOD SIDE

PROTECTED SIDE

SEE ENLARGED PLAN SHEET S-102

3/4" EXPANSION JOINTS, TYP.

CONCRETE

T-W

ALL

T/ FTG. EL. +3.0

T/ FTG. EL +2.0

SEE CLOSURE GATE PLAN SHEET S-104

T/ FTG. EL +1.0

T/ WALL EL. +13.0

FLOOD SIDE

PROTECTED SIDE

FIELD LOCATE CONSTRUCTION JOINTS AS PART OF HIS SITE LAYOUT.

MONOLITH JOINTS SHOW CONCEPTUALLY ONLY. CONTRACTOR SHALL 1.

NOTES:

FOOTING STEP, STA. 7+30 ±

FOOTING STEP, STA. 7+90 ±

FOOTING STEP, STA. 13+60 ±

FOOTING STEP, STA. 15+85 ±

33 77

M A

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IN

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T A

M A

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H L

IN

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T A . 7

A M

D -1 -S -1

.d g n

OTHERWISE VERTICAL

BATTER DIRECTION AS SHOWN,

HP 12x84 PILES, TYP.

M M

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/1

M A

T C

H L

IN

E S

T A . 7

TEST PILE A

S H

E E

T P

IL

E T

IE

-I

N

30' -0"

MONOLIT

HS, T

YP.

SHEET PILE SPLICE, SEE DETAILS SHEET S-400

SEE ENLARGED PLAN SHEET S-102

T

Y P

6'-0", TYP.

SEE REFERENCE DRAWINGS

EXISTING ANCHORED MARINA WALL

TEST PILE B

TEST PILE C

TEST PILE D

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

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O N

M O

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N E

W J

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S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

SHEET

S-400 MARINA WALL EXTENSION

S-200

W 30x99 TOP & BOTTOM GIRDERS

1/2" TH SKIN PLATE 4' X 3' CONCRETE PILASTER, TYP.

32'-0" CLEAR OPENING

T/ WALL @ EL. +13.0

SOUTH ELEVATION (PROTECTED SIDE)

NORTH ELEVATION (FLOOD SIDE)

R D

H

A N

S I

D

C L

O S

U R

E G

A T

E E

L E

V A

T

IO

N S

R D

H

PROPOSED GRADE

1/2" PL STIFFINER, TYP.

1/2" PL. INTERCOSTAL, TYP.

" 6

LATCHING DEVICE, TYP.

OPENING WINCH

CLOSING WINCH

2'-0"

4' 8'0 2'

38 77

AND STAMPED BY PROFESSIONAL ENGINEER IN STATE OF NJ.

RECOMMENDATIONS. SUBMIT DESIGN AND DETAILS PREPARED

FACE OF FLOOD WALL IN ACCORDANCE WITH MAUFACTURER'S

CONTRACTOR IS RESPONSIBLE FOR MOUNTING WINCH TO

1" DEEP RECESSED PANEL. PROTECTED SIDE FACE, TYP.

1.

NOTES:

WIRE ROPE SHALL BE PROVIDED IN ACCORDANCE WITH SPEC SECTION 35 01 70.13.2.

WINCHES AND PROTECTIVE COVER SHALL BE PROVIDED IN ACCORDANCE WITH SPEC SECTION 35 20 16.59.

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A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

S-302

D

H

R D

H

F L

O O

D W

A L L S

E C

T

IO

N S

2' 4'0 1'

40 77

2'-0"

6'-9"2'-6"6'-9"

6'-9"2'-6"6'-9"

4" CLR., TYP.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

#10 @ 9" O.C., E.F.

2'-0"

3"

3 1

6"

THROUGH CUT-OFF WALL, TYP.

REINFORCEMENT BARS

CUT 1-1/2" HOLES TO PASS

INTERRUPTED BY PILES, SHIFT BAR TO NEAREST SIDE OF PILE.

4. WHERE REINFORCEMENT TRANSVERSE TO WALL ALIGNMENT IS

INTERRUPTED BY PILES, CUT BARS 2" FROM PILES.

3. WHERE REINFORCEMENT PARALLEL TO WALL ALIGNMENT IS

2. REINFORCEMENT IS #6 @ 9" O.C. UNLESS OTHERWISE SPECIFIED.

1. ALL CONCRETE TO BE MIN. 5000 PSI COMPRESSIVE STRENGTH.

NOTES:

#6 @ 18" O.C., E.W.

#6 @ 18" O.C., E.W.

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T/PILE EL. +0.5

T/PILE EL. +1.5

T-WALL SECTION A (STA. 4+30 T0 7+30) T-WALL SECTION B (STA.7+30 TO 7+90)

EXPANSION JOINT TREATMENT TYPICAL CONSTRUCTION JOINT

/2

1 1/2 "

3"

3/4"

0 3/8 "

C L

R

JOINT SEALANT

BACKING ROD

JOINT MATERIAL

PREFORMED EXPANSION

3/4" RADIUS OR 45 DEG CHAMFER

A

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1 PZ-22 TYP.

SSP CUT-OFF WALL,

PVC WATERSTOP

T-WALL FOOTING

T-WALL STEM

PRIOR TO SUBSEQUENT POUR

ROUGHEN SURFACE AND CLEAN

FLOOD SIDE PROTECTED SIDEPROTECTED SIDEFLOOD SIDE

T/WALL EL. +13.0

T/FTG EL. +3.0

T/WALL EL. +13.0

B/FTG EL. -1.0

T/FTG EL. +2.0

1-1/2" FRACTURED FIN FINISH, TYP.

HP 12X84 PILES, TYP.

B/FTG EL. 0.0

B/PILE EL. -55.0

B/PILE EL. -56.0

0 3/4 "

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

P O

R T M

O N

M O

U T

H

N E

W J

E R

S E

Y

P H

A S

E I I, C

O N

T R

A C

T

R A

R

IT

A N B

A Y A

N D S

A N

D Y H

O O

K B

A Y

H U

R R

IC

A N

E A

N D S

T O

R M D

A M

A

D U

C T

IO

N

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

New York District of Engineers

US Army Corps

N E

W Y

O R

K

N Y

N E

W Y

O R

K D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IDENTIFICATION

S-400

EXISTING MUDLINE, EL. VARRIES

SEE CIVIL & REFERENCE DRAWINGS

EXISTING ROADWAY, GEOMETRY VARIES.

T/SSP EL. +13.0

MLW EL. -2.47

MHW EL. +2.21

R D

H

R D

H

M A

R

IN

A W

A L L M

O D

IF

IC

A T

IO

N

DETAIL

B/WALL EL. -35.0 +/- (REF.)

MC 18x42.7 CAP

EL. +8.0 +/- (V.I.F)

T/EXIST. WALL

46'-0" (REF.)

PZ-22 SSP ANCHOR WALL

EL. VARIES FROM +2.0 TO +5.0.

EXISTING 2 3/4" DIAM. THREADED TIE-ROD,

EXISTING MUDLINE, EL. VARRIES

44 77

SEE NOTE 2

PROTECT IN PLACE

8" DIAM. UNDERDRAIN, V.I.F.

PRIOR TO EXECUTION OF WORK IN AREA OF WALL EXTENSION.

INCLUDING ELEVATIONS OF TIE ROD AND DRAINAGE SYSTEM,

CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CONDITIONS,

3. REFERENCE DRAWINGS ARE ASSUMED TO BE IN NAVD27.

EPOXY-POLYAMIDE COATING PER SECTION 09 97 13.26.

2, NEAR-WHITE METAL BLAST SURFACE AND RECOAT WITH

2. PREPARE EXISTING SSP SURFACE ABOVE MUDLINE TO NACE NO.

1. MHW & MLW BASED ON NOAA STATION DATA AT SANDY HOOK, NJ.

NOTES:

SECTION

B

B

ELEVATION

THEN FILET WELD. ONE EACH SIDE, EVERY SHEET.

FABRICATED SPLICE PLATE 1/2" TH. BOLT TEMPORARILY,

3/8"

SEAL WELD

3/16"

OVERSIZED WASHERS ON FLOOD SIDE

1/2" GALV. ERECTION BOLT, PROVIDE

TYP.

1'-2"

1'-2"

3 11/16 " 1/2" TH. SPLICE PLATE

1/2" BOLTS @ EVERY FLANGE, EACH SIDE

A M

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SEE REFERENCE DRAWINGS (SHEET 74 & 75)

EXISTING ANCHORED SSP RETAINING WALL.

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