VOL 3-AMENDMENT-2 PLANS Amendment 0002.pdf

S-428

SCALE:3/8"=1’

0 2’ 4’ 6’

PLAN - MONOLITH D-3

SCALE: 3/8"=1’-0"

S-423 S-428

S-513 S-513

C/L 24"O RCP C/L 24"O RCP

2’-0"

3’-0"

#9 @ 9" O.C. TOP

#9 @ 12" O.C. BOTTOM

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New York District

SHEET

REFERENCE

NUMBER

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

S-429

SCALE:3/8"=1’

0 2’ 4’ 6’

PLAN - MONOLITH D-4

SCALE: 3/8"=1’-0"

10’-0"

1 3 S-429 S-429

S-513 S-513

C/L 24"O RCP

2’-0"

#9 @ 9" O.C. TOP

#9 @ 12" O.C. BOTTOM

2’-0" 4 SPACES @ 3’-8" = 14’-8"

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New York District

SHEET

REFERENCE

NUMBER

WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

2’-3" 4’-0" 2’-6" 2’-3"

C/L SHEET PILE

3/4"CHAMFER

(TYP.)

"z" BARS

"y" BARS

"x" BARS

TOP REINFORCING

SEE PLAN

BOTTOM REINFORCING

SEE PLAN

C.J.

4" CLR. (TYP.)

0" CLR. (TYP.)

STRUCTURAL NOTES.

EXPANSION JOINTS AT EXPANSION JOINTS.

FLOOD SIDE

x BARS y BARS z BARS x BARS y BARS z BARS x BARS y BARS z BARS

D1 THRU D4

MONOLITH #

PI 8,10,11,12

MONOLITH WALL STEM REINFORCEMENT SCHEDULE

4. BOTTOM REINFORCEMENT SHALL NOT PASS THROUGH SHEET PILE

NOTES:

#7 @ 6"

#7 @ 6"

#7 @ 12"

#7 @ 6"

#7 @ 6"

#7 @ 12"

#7 @ 12"

#8 @ 6"

#8 @ 6"

UNLESS NOTED OTHERWISE.

6"(TYP.)

5. LAP SPLICE REBAR PER TABLE ON SHEET GI006,

T1 THRU T14

1. SEE SHT. GI006 FOR GENERAL NOTES AND S-002 FOR

2. SEE SHT. S-524 FOR DETAILS OF T-WALL MONOLITH

w BARS w BARS w BARS

#7 @ 12" O.C.

#7 @ 12" O.C

#9 @ 12" O.C

GROUT FILL

3. SEE SHT. S-603 FOR PILE SCHEDULE AND ALL PILE BATTERS.

OPTIONAL CJ

1" FLUTED FIN

TEXTURE

SEE SHT. S-521

OR MINI-CAISSONS.

6"

7. SEE SHTS. S-521 AND S-522 FOR FLUTED FIN FINISH AND

ADDITIONAL REINFORCEMENT.

BOTTOM REINFORCING

SEE PLAN

1’-0" TYP.

SIM.

6. SPACE REINFORCING TO MISS MINI-CAISSONS.

EQ.

2 ROWS OF #5 TIES

AT MONOLITHS D-1, D-2, D-3, D-4,

PI-8, PI-10, PI-11 AND PI-12 ONLY

2 ROWS OF #5 TIES

AT MONOLITHS D-1, D-2,

D-3, D-4 AND PI-10 ONLY

2 ROWS OF #5 TIES

#7 @ 12", #8 @ 12"

FOR T14

#9 DOWELS @ 6", T-14 ONLY

ALL OTHER MONOLITHS #8 DOWELS @ 12"

1 1/2 "

EQ.

TRANSVERSE

REINFORCEMENT

SEE PLAN

LONGITUDINAL

REINFORCEMENT

SEE PLAN

6"

#9 @ 6" O.C. @ NEAR SIDE, T14 ONLY,

ALL OTHER MONOLITHS #8 @ 12" O.C.

@ NEAR SIDE

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

S-603

LOAD TEST NOTES:

1. DESIGN COMPRESSION CAPACITY OF PILES = 180 KIPS.

2. DESIGN TENSTION CAPACITY OF PILES = 110 KIPS.

3. DESIGN FACTOR OF SAFETY = 2.0.

4. SEE SPECIFICATION 31 63 26 FOR LOAD TEST REQUIREMENTS.

5. SEE SHTS. S-414, S-418 and S-421 FOR LOAD TEST LOCATIONS.

6. SEE SHTS. S-525 AND S-526 FOR ILLUSTRATIVE LOAD TEST

APPARATUS DETAILS.

MINI-CAISSON NOTES:

1. MINI-CAISSONS WILL BE SUPPLIED AND INSTALLED IN ACCORDANCE

WITH SPECIFICATION SECTION 31 63 26.

2. MINI-CAISSON CASING TO CONFORM TO ASTM A252, GRADE 3, SEAMLESS

AND BE SIZED 10" DIAMETER SCHEDULE 80. SPIRAL OR

LONGITUDINALLY WELDED CASING PIPES ARE NOT PERMITTED.

3. REINFORCING BARS TO CONFORM WITH ASTM A615/A615M, GRADE 75.

4. GROUT SHALL BE 5000 PSI. SEE SPECIFICATION 31 63 26

PARAGRAPH 2.2.

5. MINI-CAISSON SYSTEM SHALL BE DESIGNED BY CONTRACTOR’S

LICENSED ENGINEER AND SUBMITTED FOR GOVERNMENT REVIEW AND

APPROVAL PRIOR TO CONSTRUCTION IN ACCORDANCE WITH

SPECIFICATION 31 63 26. THE SYSTEM SHALL BE DESIGNED FOR

THE COMBINED STRESSES BASED ON THE DESIGN CAPACITIES OF THE

MINI-CAISSONS (SEE DESIGN CAPACITY CHART) AND A MAXIMUM

MOMENT OF 63 KIP-FT OCCURING ANYWHERE ALONG THE LENGTH

OF THE SHAFT. THE DESIGN SHALL BE IN ACCORDANCE WITH

EM 1110-2-2105, CHAPTER 4.

6. TOTAL LENGTHS (CASING AND REINFORCING BAR) INDICATED ON

THE MINI-CAISSON SCHEDULE ARE DESIGN LENGTHS GIVEN FOR

BIDDING PURPOSES ONLY. ACTUAL LENGTHS SHALL BE BASED ON

THE MINI-CAISSON LOAD TEST RESULTS AND THE ACTUAL DEPTH TO

THE SHALE BEDROCK.

7. ELEVATION OF SHALE BEDROCK IS ESTIMATED TO BE EL. 0.0 FROM

STATION 9+63.16 TO STATION 14+05.72. ELEVATON OF SHALE

BEDROCK IS ESTIMATED TO BE EL. +5.0 FROM STATION 14+05.73

TO STATION 19+00. CONTRACTOR TO VERIFY ACTUAL DEPTH OF SHALE

BEDROCK AS ELEVATIONS MAY VARY.

8. THE MINI-CAISSONS SHALL BE SOCKETED A MINIMUM OF 22 FEET

INTO COMPETENT SHALE BEDROCK. ACTUAL LENGTH OF SOCKETS

SHALL BE DETERMINED BY THE MINI-CAISSON LOAD TEST RESULTS

AND THE DEPTH TO THE TOP OF COMPETENT SHALE BEDROCK.

9. THE TIP OF THE CASSION PIPE CASING SHALL BE EMBEDDED A MINIMUM

OF 2 FEET INTO THE SHALE BEDROCK.

10. THE REINFORCING BARS SHALL EXTEND THE FULL LENGTH OF THE

MINI-CAISSON.

11. SPACERS SHALL BE INSTALLED TO MAINTAIN THE ALIGNMENT OF

THE REBAR DOWN THE MINI-CAISSON SHAFT. SEE SPECIFICATION

31 63 26 FOR ADDDITIONAL REQUIREMENTS.

12. SEE DETAIL 3 ON SHT. S-530 FOR DIMENSIONS OF REINFORCING

BAR EMBEDMENT INTO CONCRETE BASE SLAB.

13. MINIMUM LENGTH OF MINI-CAISSON PIPE CASING SHALL BE 12’.

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

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SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

2’-6" 2’-6"

2’-6" 2’-6"

1’-8"

EQ. EQ.

4"CLR.

2’-6" 2’-0"

2’-6"

EQ. EQ.

4"CLR.

2’-0"

2’-6"

2’-6"

8"

EQ. EQ.

8" 1’-8"

EQ.EQ.EQ.EQ.

EQUAL EQUAL

CAST IN PLACE PER DETAIL 2/S-523CAST IN PLACE PER DETAIL 2/S-523

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

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DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

9"

1’-4"

2’-6" 4’-0" 1’-3"

4" CLR. TO HORIZ.

4" CLR. TO HORIZ.

BARS, (TYP. UNO)

BARS, (TYP. UNO)

SLUICE GATE

SLUICE GATE

1/2 " CONSTRUCTION

JOINT

CONSTRUCTION

JOINT (TYP.)

#6 @ 8"O.C. EA. FACE,

VERT. & HORIZ. BARS

(TYP. UNO)

TYPICAL SLUICE GATE

1’-6" 2’-6"

4’-9"

#5 @ 12" O.C.

EA. DIRECTION

(TYP.)

TYPICAL SLUICE GATE

SECTION S-513

S-514

SCALE: 12" = 1’-0"

FACE OF CONC.

SLAB BEYOND

ALUM

HATCH

ELEVATION S-513

S-514

SCALE: 12" = 1’-0"

FACE OF CONC.

SLAB BEYOND

S-514

S-514

S-516

S-514

S-516

1 1/2 "O GALV. SCHEDULE

40 RAILING, TYP. SEE

DETAIL 6/S-518

1 1/2 "O GALV. SCHEDULE

80 POST TUBING, TYP.

SEE DETAIL 6/S-518

SWING GATE

PER DETAIL

1/S-518

1 1/2 "O GALV. SCHEDULE

40 RAILING, TYP. SEE

DETAIL 6/S-518

1 1/2 "O GALV. SCHEDULE

80 POST TUBING, TYP.

SEE DETAIL 6/S-518

HORIZ. & VERT.

REINF. PER PLAN

RAILING EXTENSION

PER DETAIL 6/S-518

LOCATE VALVE TO

MISS HATCH AND

RAILING.

S-514

S-513

S-514

S-513

S-514

S-513

S-514

S-513

#6

@ 8" O.C.

#6 @ 8" O.C.

1/2 " CONSTRUCTION

JOINT, WATER PROOF

PER DETAIL 1/S-516

PENETRATION FOR

24"O PIPE WHERE

OCCURS, SEE CIVIL

SHEET FOR LOCATIONS

3-BULB WATERSTOP,

ALL 4 SIDES, SEE

DETAIL 2/S-516.

STD. HOOK,

TYP.

T.O.S. EL.

SEE SHT. S-303

INVERT EL.

SEE SHTS.

C-201 & C-202

TOP OF GRATE EL. SEE

SHTS. C-201 & C-202

T.O.S. EL.

SEE SHT. S-303

INVERT EL. SEE

SHTS. C-201 & C-202

TOP OF GRATE EL.

SEE SHTS. C-201 & C-202

NOTES:

1. CONC. SLABS AND PILES SHOWN

FOR ILLISTRATIVE PURPOSES.

2. FOR INVERT ELEVATIONS AND

GRATE ELEVATIONS SEE SHTS.

C-201 AND C-202.

3. GRADE NOT SHOWN FOR CLARITY.

EL., SEE SHTS.

C-201 AND C-202

EL., SEE SHTS.

C-201 AND C-202

TYP.

EXTERIOR LADDERS:

6" CLEAR FROM BOTTOM

OF LADDER TO GRADE,

SEE DETAIL 1/S-517

(SECURITY DOOR NOT

SHOWN FOR CLARITY

SEE DETAIL 6/S-517)

T.O.C. EL. SEE SHTS.

S-414 THRU S-421

T.O.C. EL. SEE SHTS.

S-414 THRU S-421

S-514

S-523

CONC.

FILL

CONC.

FILL

SQUARE

PENETRATION

SEE SHTS. C-501

THRU C-509

SQUARE

PENETRATION

SEE SHTS. C-501

THRU C-509

PENETRATION FOR

24" DIA. PIPE WHERE

OCCURS, SEE CIVIL

SHEET FOR LOCATIONS

FILL PER SLUICE GATE

MANUFACTURER REQUIREMENTS

(MIX SHALL BE APPROVED BY RO) FILL PER SLUICE GATE

MANUFACTURER REQUIREMENTS

(MIX SHALL BE APPROVED BY RO)

NO FLUTES INSIDE

THE INLET STRUCTURE

NO FLUTES INSIDE

THE INLET STRUCTURE

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

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M

SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

S-519

1’-6"

LAP WITH AND

MATCH BASE SLAB

LONGITUDINAL

REBAR SIZE

T.O. BASE SLAB

T.O. BASE SLAB

#7 W/ 90^ HOOKS

DRILL HOLES THROUGH

SHEET PILE WHERE

REQ’D. TO PASS REBAR

T.O. SHEET PILE

T.O. SHEET PILE

BOTTOM OF

BASE SLAB

SCALE: NTS

TYPICAL JOINT ELEVATION WHERE T-WALL MONOLITHS

TOP OF WALL

T-WALL MONOLITH

4" STABLIZATION SLAB

HAVE DIFFERING BASE SLAB ELEVATIONS

T-WALL MONOLITH

DETAIL S-426

S-519

SCALE: 12"=1’-0"

SCALE:1"=1’

1’ 2’

2’ 4’0 1’

SCALE:1/2"=1’-0"

1/2"

BOTTOM OF

BASE SLAB

C/L SHEET PILE

ELEVATION OF BOTTOM OF

SOLDIER WALL SHALL MATCH

ELEVATION OF BOTTOM OF SLAB

SHEET PILING

SLIP JOINT

PER DETAIL

A/S-519

SOLDIER WALL

PER SHEET S-507

3-BULB WATER STOP SIMILAR TO

SHEET S-524. RUN WATER STOP

FROM TOP OF WALL DOWN TO

BOTTOM OF SLAB. THE 3-BULB

WATER STOP IS NOT REQUIRED

TO RUN HORIZONTALLY IN THE

SLAB AS SHOWN IN DETAIL ON

SHEET S-524.

STEM WALL

ABOVE

CONTRACTOR

FABRICATED

PIECE

CONC. SLAB

PIPE PILES

PER PLAN

PZ 22

C/L SHEET PILE

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

T E

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-0

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SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

2’-6" 4’-0" 2’-6"

9’-0"

C PIPEL

DIAGONAL

REINF.

ALUM

HATCHTOP OF

LADDER

2’-0" 2’-0"

TYPICAL SLUICE GATE

SECTION S-513

S-515

SCALE: 12" = 1’-0"

JONSTRUCTION

JOINT, TYP.

NOTE:

1. CONC. SLABS AND PILES SHOWN

FOR ILLISTRATIVE PURPOSES.

#6 @ 8" O.C.

EACH FACE HORIZ.

BARS (TYP. UNO)

#5 @ SAME SPACING

AS VERT. REINF.

12"

2’-6" 4’-0" 2’-0"

15’-0"

C PIPEL

DIAGONAL

REINF.

ALUM

HATCHTOP OF

LADDER

2’-0" 2’-0"

TYPICAL SLUICE GATE

SECTION S-513

S-515

SCALE: 12" = 1’-0"

JONSTRUCTION

JOINT, TYP.

#5 @ SAME SPACING

AS VERT. REINF.

12"

2’-0"2’-0"

C PIPEL

4’-0" 2’-6"

#6 @ 8" O.C.

EACH FACE HORIZ.

BARS (TYP. UNO)

S-515

S-515

S-516

S-515

S-516

RAILING EXTENSION

PER DETAIL 6/S-518

RAILING EXTENSION

PER DETAIL 6/S-518

SEE DETAIL

4/S-517

SEE DETAIL

4/S-517

1 1/2 "O GALV. SCHEDULE

40 RAILING, BEYOND TYP.

SEE DETAIL 6/S-518

SWING GATE BEYOND

PER DETAIL 1/S-518

1 1/2 "O GALV. SCHEDULE 80

POST TUBING, BEYOND TYP.

SEE DETAIL 6/S-518

EXTERIER LADDER,

6" CLEAR FROM BOTTOM

OF LADDER TO GRADE,

SEE DETAIL 1/S-517.

(SECURITY DOOR NOT

SHOWN FOR CLARITY,

SEE DETAIL 6/S-517)

#6 @ 8" O.C.

EACH FACE,

VERT BARS

(TYP. UNO)

#6 @ 8" O.C.

DOWELS

1 1/2 "O GALV. SCHEDULE 40

RAILING BEYOND, TYP.

SEE DETAIL 6/S-518

EXTERIOR LADDER, SEE

DETAIL 1/S-517, (6"

CLEAR FROM BOTTOM OF

LADDER TO GRADE)

(2 LOCATIONS)

SWING GATE BEYOND

PER DETAIL 1/S-518

1 1/2 "O GALV.SCHEDULE 80

POST TUBING BEYOND, TYP.

SEE DETAIL 6/S-518

EXTERIOR LADDER,

6" CLEAR FROM BOTTOM

OF LADDER TO GRADE,

SEE DETAIL 1/S-517.

(SECURITY DOOR NOT

SHOWN FOR CLARITY,

SEE DETAIL 6/S-517)

INTERIOR LADDER,

BEAR STRINGERS ON

CONC. SLAB SIM.

TO DETAIL 1/S-517

& 4/S-517

#6 @ 8" O.C.

EACH FACE,

VERT BARS

(TYP. UNO)

#6 @ 8" O.C.

DOWELS

INTERIOR LADDER,

BEAR STRINGERS ON

CONC. SLAB SIM. TO

DETAIL 1/S-517 &

4/S-517

T.O.C. EL.

SEE SHT. S-303

24"O R.C.P.

T.O.C. EL. SEE SHTS.

S-414 THRU S-421

T.O.C. EL.

SEE SHT. S-303

24"O R.C.P.

T.O.C. EL. SEE SHTS.

S-414 THRU S-421

#6 @ 8" O.C.

HORIZ. & VERT.

EXTRA 1 1/2 "O GALV

SCHEDULE 80 POST

TUBING, FOR ENTERING

DRAINAGE STRUCTURE

EXTRA 1 1/2 "O GALV

SCHEDULE 80 POST

TUBING, FOR ENTERING

DRAINAGE STRUCTURE

CONC. FILL CONC. FILL

CONC. FILL

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

T E

L -7

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A

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SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

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US Army Corps of Engineers

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

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SHEET OF 281

Submitted by:

DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

3"x3/8" FLAT BAR

LADDER STRINGER (TYP)

LADDER SUPPORT (TYP)

C LADDER/RUNGL

C

LADDER

L

FRONT-VIEWSIDE-VIEW

TYP

3/16

RUNG CONNECTION AT BAR

IN STRINGER

1/8"

LADDER FEET CONNECTION

CL

C 13/16"

HOLE FOR

L

TYPTYP

LADDER DETAILS

T.O. WALL

(MIN. 6 LOCATIONS)

S-513

S-517

DETAIL

SCALE: N.T.S.

5DETAIL

SCALE: N.T.S.

3DETAIL

SCALE: N.T.S.

3 5

LADDER DETAIL

6"

8 1/2 "

STRINGER

1/4

S-517

S-515

S-517

S-514

S-517

S-513

S-517

S-515

S-517

S-514

S-517

6 6 6

2DETAIL

SCALE: N.T.S.

TYP.

PINLESS SECURITY

HINGE (GALV.)

FRAME PL 316 x 2

EXPANDED METAL

SECURITY DOOR (GALV)

PINLESS SECURITY

HINGE (GALV.)

CLLATCH

1’-10"

FACE OF WALL

112"

BAR 12 x 1 12 x 0’-4"

HINGES (180%%d SWING)

FRAME PL 316 x 2(TYP.)

EXPANDED METAL, WELD

TO FRAME OF DOOR.

112"

PL 1/4 "x1x0’x1 1/4 "

TO FRAME OF DOOR.

(ATTACHED TO

SECURITY DOOR)

PL 1/4x1x0’-1x1 1/2 "

WITH HOLE TO ACCEPT LOCK

(ATTACHED TO LADDER)

1/4

3/4 "O RUNG

13/16 "O HOLE

1 3/4 "

L5"x3"x 3/8 "

3/4 "O BOLT

13/16 "x2 1/2 " SLOT IN

ANGLE AND 13/16 "O HOLE

IN FLAT BAR FOR 3/4 "O

BOLT

LADDER STRINGER

3"x 3/8 " FLAT BAR

1" 1"

1’-0"1’-0"

2’-0"

TOP RUNG OF LADDER

TO BE LEVEL WITH TOP

OF PLATFORM

4"x 3/8 " FLAT BAR

1’-4" CLR.

BETWEEN

STRINGERS

S-515

S-517

DETAIL

SCALE: N.T.S

FIELD LOCATE, DRILL AND

EPOXY 3/4 "O, 8" EMBED ANCHOR

BOLTS WITH HILTI HY-150

ADHESIVE OR APPROVED EQUAL.

FIELD LOCATE, DRILL AND

EPOXY 3/4 "O, 6" EMBED ANCHOR

BOLTS WITH HILTI HY-150

ADHESIVE OR APPROVED EQUAL

DETAIL

SCALE: N.T.S

LADDER SECURITY DOOR DETAILS

7DETAIL

SCALE: 1 1/2"=1’-0"

GRADE

S-514

S-517

3/8 "X4" BENT

FLAT BAR

RUNG 3/4 "O

SMOOTH BAR

8 1/2 "

NOTE:

A SECURITY DOOR SHALL

BE ATTACHED TO ALL

EXTERIOR LADDERS.

SECURITY DOOR

NOTE:

1. LADDERS SHALL BE HOT

DIPPED GALVANIZED

INCLUDING MISC. PARTS.

2. A SECURITY DOOR SHALL BE

ATTACHED TO EXTERIOR

LADDERS PER DETAIL 6

(SEE THIS SHEET)(INTERIOR

LADDERS DON’T REQUIRE

SECURITY DOOR)

3. INTERIOR AND EXTERIOR

LADDERS ARE SHOWN IN

DETAILS 3/S-513 AND 4/S-513.

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

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5/16

TYP

TYP

1/8

CONCRETE STRUCTURE

GATE

MOUNTING BRACKET

HANDRAIL POST

RELEASE HANDLE

TYPICAL SWING GATE

PLAN REPRESENTATION

ELEVATION TYPICAL INDUSTRIAL GUARDRAIL

S-513

S-518

DETAIL

SCALE: N.T.S.

4DETAIL

SCALE: 3" = 1’-0"

GATE LATCH DETAIL

2DETAIL

SCALE: 3" = 1’-0"

TWO BOLT PLATE-MOUNT GUARDRAIL DETAIL

5 SECTION

SCALE: 3" = 1’-0"

GATE LATCH DETAIL

3DETAIL

SCALE: 3" = 1’-0"

S-513

S-518

DETAIL

SCALE: 1" = 1’-0"

S-518

S-515

S-518

S-514

S-518

S-515

S-518

S-514

S-518

6 6

MINLON SLEEVE

BEARING

1/2 "O ALUM. HEX

NUT WELDED TO ROD

GALV. STEEL GATE

HINGE BRACKET

X 0’-1" LONG

(TYP. 4 PLACES)

MINLON SLEEVE

BEARING

MINLON SLEEVE

BEARINGMINLON SLEEVE

BEARING

NYLON COLLAR

w/SS SET SCREW

STAINLESS STEEL

SPRING w/CLEAR

PLASTIC SPAGHETTI

MINLON SLEEVE

BEARING

SS QUICK

RELEASE PIN

MOUNTING BRACKET

3/8 "O STA. STL.

STRIKER PIN

STAINLESS STEEL

LATCH NO. 8-240R

1 1/2 " DIA.

SCH 80 POST

(GALV)

2"

NOTE:

RAILING NOT SHOWN

FOR CLARITY.

PL 1/2 "x4"x0’-8"

(GALV.)

1/2 "O ALUMINUM ROD

1’-6"(MAX.)

(EXTENSION)

4" MAX CLEARANCE

STANDARD PIPE

90%%d BEND

112"O SCHEDULE

40 RAILING TUBING

(TYP)

112"O SCHEDULE

80 POST TUBING

(TYP)

5’-0" (MAX.)

3" 212"

1 1/2 " O

SCH 80 POST

LEFT HAND GATE SHOWN

3/4 "O EPOXY ANCHORS

(STAINLESS STEEL)

w/6" EMBED

3/4 "O EPOXY ANCHORS

(STAINLESS STEEL)

w/6" EMBED

PL 1/2 "x4"x0’-8"

(GALV.)

GENERAL NOTES:

1. COMPONENTS:

1.1. HANDRAILS:

1.1.1. GALVANIZED STEEL RAILS AND POSTS SHALL BE 1 1/2 " DIAMETER

SEAMLESS TUBING.

1.1.2. COPE ALL INTERSECTIONS OF RAILS AND POSTS, WELD JOINTS, AND

GRIND SMOOTH TO A PLEASING APPEARANCE, TAKING CARE TO NOT

REMOVE EXCESSIVE AMOUNTS OF WELDED MATERIALS.

1.1.3. BUTT-WELD END-TO-END JOINTS, OR USE WELDING CONNECTIONS.

2. INSTALLATION:

2.1. SPACE POSTS A MAXIMUM OF 5’-0" ON CENTERS EXCEPT WHERE

OTHERWISE INDICATED.

2.2. ALL ACCESS OPENINGS IN GUARDRAILS SHALL HAVE AN APPROVED

SELF-CLOSING SWING GATE.

2.3. GAPS BETWEEN HANDRAILS AND FIXED OBJECTS SHALL NOT EXCEED 4".

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

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S-520

11’’

SCALE:1"=1’

1’ 2’

2’ 4’0 1’

SCALE:1/2"=1’-0"

SCALE: 3"=1’

3" 6" 9" 12"

AT MINIMUM, THE KNUCKLE OR BALL

OF SHEETPILE SHALL BE EXPOSED

AT THE W/L TO ALLOW THE WALL TO

BE CONTINUOUS WHEN ADJACENT

MONOLITH IS CONSTRUCTED

T-WALL BASE SLAB

2, #6 U-BARS, 6" O.C.

PZ-22

C/L SHEET PILE

IN T-WALL

18 GAGE SHEET METAL,

CUT TO FIT SHEET PILE

STOP BOTTOM REINFORCING

STEEL AT SLIP JOINT

PREFORMED JOINT FILLER

(NOT SHOWN FOR CLARITY)

PREFORMED JOINT FILLER

(NOT SHOWN FOR CLARITY)

COMPOSITE WALL

C/L COMPOSITE

WALL AND

T-WALL

12" JOINT

T-WALLCOMPOSITE WALL

SHEET PILING SLIP JOINT

PACKED WITH PLASTIC

SEALANT MEETING

FEDERAL SPEC. SS-S-210A

C/L SHEET

PILING

FABRICATED TEE,

SEE DETAIL 1

NOTE:

IF SHEET PILE IN COMPOSITE

WALL AND T-WALL ARE INPLACE

PRIOR TO POURING THE T-WALL

STEM, THE SHEET PILE SLIP

OINT CAN BE OMITTED.

SHEET PILING

SLIP JOINT

SEE SECTION A

PREFORMED

JOINT FILLER

12" JOINT

T-WALLCOMPOSITE WALL

C/L COMPOSITE WALL

C/L SHEET PILE

COMPOSITE WALL

SHEET PILE

T-WALL

BASE SLAB

COMPOSITE

WALL

BOTTOM OF

BOTTOM OF STABILIZATION SLAB

SHEET PILE INTERLOCKS

BASE SLAB

BOTTOM OF

TOP OF SHEET

PILING

SHEET PILE

SLIP JOINT

TOP OF BASE SLAB

WATERSTOP AND

RETAINING BAR

PREFORMED JOINT FILLER

TOP OF T-WALLTOP OF COMPOSITE WALL

12’’

11"

T-WALLCOMPOSITE WALL

PREFORMED

JOINT FILLER

12" JOINT

2’-0"

T-WALLCOMPOSITE WALL

SHEET PILING

SLIP JOINT

SEE SECTION A

NOTE:

IF SHEET PILE IN COMPOSITE

WALL AND T-WALL ARE INPLACE

PRIOR TO POURING THE T-WALL

STEM, THE SHEET PILE SLIP

JOINT CAN BE OMITTED.

(TIGHTEN TO ALLOW FOR PLATE ’’A’’ SLIPPAGE)PERMANENT BOLTS

C/L 78’’ * HIGH-STRENGTH BOLTS W/ FLAT WASHERS, SPACE FIRST BOLT

12’’ FROM TIP ELEVATION OF FABRICATED TEE, REST SPACED 4’-0’’ O.C.

TO WITHIN 12’’ BELOW BOTTOM OF T-WALL BASE SLAB.

COMPOSITE WALL T-WALL

412’’

134’’234’’234’’

412’’

134’’

PLATE "B"-

BENT PL 1/2

PLATE "A"-

BENT PL 1/2

FABRICATED PIECE

FABRICATED PIECE

TEMPORARY DRIVING BOLTS

5’-0" FROM TIP ELEVATION OF FABRICATED TEE, REST SPACED 8’-0"

TO WITHIN 12" BELOW BOTTOM OF T-WALL BASE SLAB.

THESE BOLTS ARE TO BE REMOVED WHEN EACH BOLT IS APPROXIMATELY 6"

ABOVE GROUND LINE AS FABRICATED TEE IS DRIVEN, SO THAT UPON

COMPLETION OF DRIVING NO TEMPORARY BOLTS REMAIN.

C/L 7/8 " DIA. HIGH-STRENGTH BOLTS W/ FLAT WASHERS, SPACE FIRST BOLT

NOTE:

7/8 " DIA. HIGH-STRENGTH BOLTS SHALL

BE HEAVY HEX BOLTS, ASTM A325M,

TYPE 3 W/ HEAVY HEX NUTS, ASTM A563,

GRADE C3, PLAIN, WEATHERING STEEL

AND HARDENED STEEL WASHERS (WHERE

REQUIRED), ASTM F436, PLAIN, TYPE 3

(WEATHERING STEEL).

C/L 7/8 " DIA. HIGH-STRENGTH BOLTS,

6" O.C. FOR THE LENGTH OF THE

SECTION, ECEPT FOR 2 FEET AT

EACH END WHERE THEY ARE

SPACED 3" O.C.

8 1/2 "8 1/2 "

1/2 " 1/2 "

8" 8"

2 1/4 " 2 1/4 "

C/L 1" DIA. HOLES

IN PLATE "B" ONLY

1DETAIL

SCALE: 3"=1’-0"

FABRICATED TEE

ASECTION

SCALE: 1’’ = 1’- 0’’

1 BSECTION

SCALE: 1’’ = 1’- 0’’

CSECTION

SCALE: 1’’ = 1’- 0’’

SCALE: 12"=1’-0"

COMPOSITE WALL TO T-WALL

FLOOD SIDE ELEVATION

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

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A

S-521

4’ 8’0 2’

SCALE:1/4"=1’

3’-6"

2’-6"

3’-6"

1" FLUTED FIN

TEXTURE

6"

BASE SLAB

FIN VALLEY LINE

FACE OF WALL

DEPTH OF FIN

BSECTION

SCALE: 1/4"=1’-0"

SCALE:1"=1’

1’ 2’

1’ 2’0 6"

SCALE:1-1/2"=1’

ASECTION

SCALE: 1 1/2"=1’-0"

C

C

CONSTRUCTION JOINT

CSECTION

SCALE: 1"=1’-0"

FLUTED FIN DETAIL AT BOTTOM OF WALL

NOTE: SEE SHT. S-522 FOR ADDITIONAL INFORMATION.

A S-521

S-522

SCALE:1/4"=1’-0"

FLUTED FIN TEXTURE ELEVATION VIEW

VARIES(1/2" MAX.)

END OF FORM LINER

2’-0"

END OF FORM LINER

VARIES(1/2" MAX.)

#5 BAR

REINF. PER PLAN

C/L 1/2" EXPANSION JOINT

VERT. REINF. PER PLAN

#5 @ 12" O.C.

HORIZ.

REINF. PER PLAN

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

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SHEET OF 281

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DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

DEPTH OF FIN

NOTE:

TYPICAL FLUTED FIN DETAIL

SCALE: N.T.S.

THE CONTRACTOR SHALL MAKE SURE THAT THE STRIATION FINS ARE PLUMB

AND THAT THE FINS LINE UP VERTICALLY FROM PANEL TO PANEL FOR THE

FULL HEIGHT OF THE WALL.

THE HORIZONTAL JOINT MAY BE OMITTED IF THE CONTRACTOR CAN

DEMONSTRATE THAT THE FORM LINER PANELS CAN BE INSTALLED END TO

END WITHOUT CREATING A VISIBLE SEAM IN THE FINAL CAST CONCRETE.

1.

2.

SCALE: N.T.S.

FLUTED FIN DETAIL AT CORNER

SCALE: N.T.S.

AT CONSTRUCTION JOINT

SCALE: N.T.S.

FLUTED FIN DETAIL

AT EXPANSION JOINT

FLUTED FIN DETAIL

VARIES ( 1/2 " MAX.)

SCALE: N.T.S.

FLUTED FIN DETAIL

(HORIZONTAL PANEL VIEW)

SCALE: N.T.S.

FLUTED FIN DETAIL

AT BRIDGE SEAT

DEPTH OF FIN

S-522

6"

A

SECTION S-521

S-522

SCALE: 12"=1’-0"

FLUTED FIN DETAIL AT TOP OF WALL

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

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N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

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S-523

3"

8" 8"

#18 CENTER REINFORCING BAR

GROUT FILL

4" STABILIZATION SLAB

WALL BASE SLAB

SHALE BEDROCK

EL. VARIES

DOUBLE HEAVY

HEX NUTS

GROUT FILL

#18 CENTER

REINF. BAR

SEE PLAN

2’-3"

4 - #3

7 - #3

#5 @ 12"O.C.

OPTIONAL

C.J.

1" I.D. PVC DRAIN

PIPE @ QUARTER

POINTS OF EACH

MONOLITH

C/L WALL

C/L WALL

SLOPE

8"8"

S-303

S-523

DETAIL

SCALE: 1" = 1’-0"

S-514

S-523

DETAIL

SCALE: 1" = 1’-0"

PRECAST CONCRETE PANEL

36" LONG X DIMENSIONS

SHOWN. SEE PRECAST

CONCRETE SPEC.

2"

#5 @ 12"O.C.

‘3X3X1/4 CONTINUOUS

W/ 1/2"O X 3" LONG

HEADED STUDS @ 16"O.C.

BOTH SIDES

ALUM HATCH

OPTIONAL

C.J.

1"I.D. PVC DRAIN

PIPE @ QUARTER

POINTS OF EACH

MONOLITH

SEE WALL STEM

REINF. SCHEDULE,

SHEET S-303

FILL FLUSH W/ ELASTIC FILLER

AND STAIN TO MATCH SURROUNDING

CONCRETE STAIN

1/2"0 EXP. ANCHORS

W/ 2" EMBEDMENT

(TYP. 4 PLCS.)

BUTYL RUBBER SEAL

9"

1" (TYP.)

S-303

S-523

DETAIL

SCALE: N.T.S.

S-303

S-523

DETAIL

SCALE: N.T.S.

MAX 1/4" GAP

EACH SIDE OF

PANEL

SEE WALL STEM

REINF. SCHEDULE,

SHEET S-303

18"x24"x1/4" ALUM PLATE

W/ DIAMOND PLATING

6 - #6

CONC. WALL REINF.

NOT SHOWN

S-513

S-523

6"

MINI-CAISSON, SEE SCHEDULE

ON SHEET S-603

NOTES:

1. DETAIL SIMILAR FOR

VERTICAL MINI-CAISSONS.

2. SEE SHT. S-603 FOR

MINI-CAISSON NOTES.

MINI-CAISSON, SEE SCHEDULE

ON SHT. S-603

NOTES:

1. DETAIL SIMILAR FOR

VERTICAL MINI-CAISSONS.

2. SEE SHT. S-603 FOR

MINI-CAISSON NOTES.

S-306

S-523

S-306

S-523

6"

WALL STEM

1 1/2" DIA. EYE HOOK, SEE SHT. S-302.

PRECAST MANUFACTURER TO DETERMINE

QUANTITY AND LOCATION OF HOOKS.

NOTES:

1. INSTALL BACKER ROD & CAULK

AT EACH BUTT JOINT BETWEEN

PRECAST CONCRETE PANELS.

2. ALIGN PANELS SUCH THAT JOINT

IS PROVIDED AT ALL JOINTS

BETWEEN T-WALL MONOLITHS.

AT MONOLITH D-1, D-2, D-3, D-4, PI8,

PI10, PI11 AND PI12 2 ROWS OF #5 TIES

3"

13 - #6

#5 @ 12"O.C.

OMIT AT OPENING

6"

TYP.

4 - #6

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

T E

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N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

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F F

SCALE: 3"=1’

3" 6" 9" 12"

SCALE:3/4"=1’

0 1’ 2’ 3’

SCALE:1"=1"

1" 2"

T .K

B .L

T .K

38" PL

THREE BULB

WATER STOP

SHEET PILING

SHEET PILE

TO PLATE 14

STABILIZATION SLAB

THREE BULB

WATER STOP

SHEET PILING

STABILIZATION SLAB

B B

C C

M

O N

O L

I T

H J

O I N

T

38" PL

1" (MIN.)

1 12" (MIN.)

(TYP)

SHEET PILING

3/8 " DIA. C.R.S. BOLTS

W/ OVERSIZED WASHERS

(TYP)

T

Y P

3 BULB

WATER STOP

D

DD

D

3 BULB WATER STOP

M

O N

O L

I T

H J

O I N

T

SHEET PILING

NEOPRENE RUBBER SHEET

T

Y P

1 12" (TYP)

12" SEALANT

BACKER ROD

HYDROPHILIC

WATERSTOP

12" PREFORMED

EXPANSION JOINT

12" SEALANT

12" PREFORMED

EXPANSION JOINT

9’’

14’’ R

14’’ R

1" DIA.

3/4 " DIA.

1 1/2 " DIA.

3/8 " DIA. C.R.S. BOLTS W/

OVERSIZED WASHERS (TYP)

3/8 " DIA. C.R.S. BOLTS W/

OVERSIZED WASHERS (TYP)

NEOPRENE

RUBBER SHEET

38"x8"x8"

3/8 " DIA. C.R.S. BOLTS W/

OVERSIZED WASHERS

(TYP)

3 BULB WATER STOP

PACK VOID WITH

HYDROPHILIC WATER STOP

MATERIAL (TYPICAL)

CONNECTION MATERIAL

SEE DETAIL 1

5"

NEOPRENE RUBBER

SHEET

1/2 "x2 1/2 "x2 1/2 "

(TYP)

EXPANSION JOINT

12’’ PREFORMED

D/2

D

D/2

SEE DETAIL 2

T -W

A L

L T

-W A

L L

THREE-BULB WATERSTOP,

SEE DETAIL

C/L SHEET PILING

4" STABILIZATION SLAB

3’’ (TYP)

C.J.

D/2D/2

D

SEE DETAIL 1

SEE NOTE

PACK VOID TO A

MINIMUM DEPTH OF 3"

WITH HYDROPHILIC

WATER STOP MATERIAL

(TYPICAL)

THREE-BULB

WATERSTOP

12" PREFORMED

EXPANSION JOINT

D/2

D

D/2

NOTE:

DESIGNER MAY REMOVE THE

HORIZONTAL WATERSTOP IF THE

VERTICAL WATERSTOP IS CURVED

WITH A 6" MINIMUM RADIUS TO

CONNECT TO THE SHEET PILE AS

SHOWN ON THIS DRAWING.

ELASTOMETIC JOINT

SEALANT (TYP)

A A

ASECTION

SCALE: 3"=1’-0"

DSECTION

SCALE: N.T.S.

SCALE: 1’’ = 1’ - 0’’

THREE-BULB WATERSTOP

BSECTION

SCALE: 3"=1’-0"

SCALE: 34"=1’-0"

THREE-BULB WATERSTOP

2DETAIL

SCALE: 3"=1’-0"

DRY CONDITION WET CONDITION

CSECTION

SCALE: 3"=1’-0"

1DETAIL

SCALE: 3"=1’-0"

SHEETPILE INTERLOCK

ALIGNED WITH THE WALL JOINT

SHEETPILE INTERLOCK

UNALIGNED WITH THE WALL JOINT

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WARNING: THIS DOCUMENT MAY CONTAIN SENSITIVE SECURITY INFORMATION AND THEREFORE MUST BE TREATED AS A CONFIDENTIAL DOCUMENT. THE

INFORMATION CONTAINED IN THIS DOCUMENT MUST BE MAINTAINED IN A CONFIDENTIAL MANNER TO PREVENT COMPROMISING HOMELAND SECURITY AS PROVIDED

IN SECTION 214 OF THE HOMELAND SECURITY ACT OF 2002. NO PART OF THIS DOCUMENT SHALL BE REPRODUCED, RELEASED OR DISTRIBUTED WITHOUT THE

EXPRESS WRITTEN PERMISSION OF THE UNITED STATES ARMY CORPS OF ENGINEERS, NEW YORK DISTRICT (USACE - NYD). UNAUTHORIZED REPRODUCTION, RELEASE OR DISTRIBUTION MAY RESULT IN CIVIL PENALTY OR OTHER ACTION BY USACE-NYD.

ALL DIMENSIONS/EXISTING CONDITIONS SHOWN SHALL BE CHECKED AND VERIFIED

BY THE CONTRACTOR AT THE SITE, ANY DISCREPANCIES SHALL BE IMMEDIATELY

REPORTED TO THE GOVERNMENT FOR CLARIFICATIONS. DRAWING SHALL NOT BE

SCALED TO OBTAIN DIMENSIONS OR DISTANCES.

N .J

T E

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DATETHOMAS C. MacALLEN

N.J. PROFESSIONAL ENGINEER

Lic. No. 24GE02594500

J U

N E

S-525

WEIGHTED-BOX ALTERNATIVE MEANS

OF PROVIDING DEAD LOAD MATERIAL.

LOAD-FRAME MEMBERS

SUPPORT BEAM

SUPPORT PILES

GROUND SURFACE

C/L

(WATER, ROCK, CONCRETE,

SOIL OR STEEL)

DEAD LOAD

DEAD LOAD

(SEE NOTE)

LOADING FRAME

BLOCKING

LOADING FRAME

MEMBERS

SUPPORT BEAM

SUPPORT PILE

GROUND SURFACE

TEST PILE

(FOR TIP EL. SEE SCHEDULE

ON DWG. 303 )

REFERENCE BEAM

SUPPORT

8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY)

ELECTRICAL STRAIN

GAGE LOAD CELL

DIAL GAGE ASSEMBLY

LOCATED OPPOSITE

SIDES OF PILE

REFERENCE BEAM

(STEEL OR WOOD)

REACTOR BEAM WITH

STIFFENER PLATES

BOTTOM BEARING

PLATE

HYDRAULIC JACK

WITH SELF-LEVELING

BEARING HEAD

TOP BEARING

PLATE

DEAD LOAD NOTES

DEAD LOAD WEIGHT OPTIONAL,

CONTRACTOR CAN USE WEIGHTED-

BOX METHOD OR MATERIAL ON

HAND THAT WILL RESULT IN REQUIRED

DEAD LOAD. EXAMPLE OF WEIGHTED-

BOX SHOWN IN SECTION A

A

A B

B

C/L TEST PILE

REACTOR BEAM

FOR TEST LOAD

SUPPORT BEAM

FOR GIRDER

SUPPORT PILE

TYPICAL WIDE FLANGE ASSEMBLY

BEARING PLATE

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.

MANDATORY LOADING FRAME NOTES:

2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR

EACH PARTICULAR DEAD LOAD TEST.

3. SECURE DEAD WEIGHT LOAD TO LOADING

FRAME WITH CHAINS AND BINDERS.

4. DESIGN OF THE LOADING FRAME IS THE

RESPONSIBILITY OF THE CONTRACTOR

AND MUST BE SUBMITTED TO THE

CONTRACTING OFFICER FOR APPROVAL.

THE CONTRACTOR HAS THE OPTION OF USING REACTION PILES

IN LIEU OF THE LOADING FRAME. (SEE SPECIFICATIONS)

NOTE:

GROUND SURFACE

DIAL GAGE ASSEMBLY LOCATED

OPPOSITE SIDES OF PILE

MIRROR TAPED TO REFERENCE

BEAM FOR SMOOTH SURFACE

8’ MIN. (MANDATORY)8’ MIN. (MANDATORY)

TEST PILE

BOTTOM BEARING PLATE

HYDRAULIC JACK WITH

SELF-LEVELING BEARING HEAD

REFERENCE BEAM

SUPPORT

FIXED END

REFERENCE BEAM

(STEEL OR WOOD)

CROSS-CONNECTIONS

FOR RIGIDITY

TOP BEARING PLATE

STIFFENER PLATES

REACTOR BEAMS

FOR TEST LOAD

C/L

LOADING FRAME MEMBERS

SEE NOTE 4

MANDATORY TEST APPARATUS NOTES:

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH

THE STEM RESTING ON THE REFERENCE BEAM IN THE

COMPRESSED POSITION AND ON…