4_-_Structural_(S)_Series.pdf

PDF 17 MB Posted Aug 13, 2018

Attached to: Green Brook Segment C2 Federal contract opportunity
Solicitation number: W912DS-18-B-0027
Issued by: Department of the Army Corps of Engineers Engineering District New York

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Bid_Abstract.xlsx	XLSX spreadsheet	Sep 21, 2018
W912DS-18-B-0027-Amendment_0006.pdf	PDF	Sep 19, 2018
W912DS18B0027-Amendment_0005.pdf	PDF	Sep 18, 2018
GB_SEG_C2_CD-101XXX_Sep172018_F.pdf	PDF	Sep 18, 2018
W912DS18B0027-Amendment_0004.pdf	PDF	Sep 18, 2018
GB_SEG_C2_CD-106XXX_Sep172018_F.pdf	PDF	Sep 18, 2018
NJDEP_permits_for_Green_Brook_(002).pdf	PDF	Sep 15, 2018
09_97_02_Painting.pdf	PDF	Sep 14, 2018
31_41_16_-_Sheet_Piling.pdf	PDF	Sep 14, 2018
W912DS18B0027-Amendment_0003.pdf	PDF	Sep 14, 2018
C-501.pdf	PDF	Sep 11, 2018
EC-101.pdf	PDF	Sep 11, 2018
Segment_C2_Contract_1_-_Amendment_2_-_Specifications.pdf	PDF	Sep 11, 2018
W912DS18B0027-amendment0002.pdf	PDF	Sep 11, 2018
Segment_C2_Contract_1_-_Amendment_2_-_Drawings.pdf	PDF	Sep 11, 2018
Amendment_0001.pdf	PDF	Aug 23, 2018
Solicitation_final.pdf	PDF	Aug 13, 2018
3_-_Civil_Series_(C,CD,CG,EC,L,V,X).pdf	PDF	Aug 13, 2018
Segment_C2_Contract_1_Specifications_Final.pdf	PDF	Aug 13, 2018
1_-_General_(G)_Series.pdf	PDF	Aug 13, 2018
5_-_Reference_Drawings.pdf	PDF	Aug 13, 2018
2_-_Geotechnical_(B)_Series_(1).pdf	PDF	Aug 13, 2018

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CONTRACT NO. 1 - BID SET - JULY 2018

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S-101

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BAR SIZE

TOP OTHER TOP OTHER

AND SPLICE TABLES - 4000 PSI

REINFORCEMENT DEVELOPMEMT

LENGTH, INCHES

MINIMUM LAP SPLICE

LENGTH, INCHES

MINIMUM DEVELOPMENT

STRUCTURAL GENERAL NOTES

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CONTRACTING OFFICER.

JOINTS AT APPROXIMATELY ONE HALF OF THE WALL HEIGHT OR AS OTHERWISE APPROVED BY THE

12. FOR T-WALL CONCRETE PLACEMENT, THE CONTRACTOR MAY PLACE HORIZONTAL CONSTRUCTION

IS CAST IN THE MEMBER BELOW THE BAR.

TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH RESPECT

WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE DRAWINGS,

SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR

DEVELOPMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED ON THE DRAWINGS.

11. THE DEVELOPMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND

OFFICER. SHIFT BOTTOM REINFORCEMENT IN ALL WALL PILE CAPS AS REQUIRED TO CLEAR PILES.

OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING

10. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND

9. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED.

CONSTRUCTABILITY OR TO MISS EMBEDDED ITEMS.

WHERE, IN THE OPINION OF THE CONTRACTING OFFICER, IT IS ESSENTIAL TO REASONABLE

8. FIELD BENDING OF BARS PARTIALLY EMBEDDED IN CONCRETE WILL NOT BE APPROVED EXCEPT

INSTITUTE (CRSI).

WITH THE "MANUAL OF STANDARD PRACTICE" OF THE CONCRETE REINFORCING STEEL

7. PLACE REINFORCEMENT AND PROVIDE SUPPORTS FOR REINFORCING STEEL IN ACCORDANCE

WITH SP-066, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 2004.

6. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE

BE DISCONTINUED AT ALL EXPANSION JOINTS

SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. REINFORCEMENT SHALL

INTEGRITY OF THE CONCRETE STRUCTURE. ADDITIONAL CONSTRUCTION JOINT LOCATIONS

SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE

5. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT

COVER SHALL BE IN ACCORDANCE WITH ACI 318-14.

4. CLEAR COVER FOR REINFORCEMENT SHALL BE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

3. UNLESS OTHERWISE NOTED, PROVIDE A ¾” CHAMFER AT ALL EXPOSED JOINTS, EDGES,

2. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

UNLESS OTHERWISE NOTED.

1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 4,000 PSI AT 28 DAYS, CONCRETE NOTES

SHEETING, BRACING, SHORING AND OTHER SUPPORTS REQUIRED BY THE WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, FURNISHING, PLACING AND MAINTAINING ALL

BY WATER DURING ALL PHASES OF CONSTRUCTION. SEE SPECIFICATIONS.

METHODS AND EQUIPMENT TO KEEP EXCAVATIONS FREE OF WATER AND TO PROTECT FROM DAMAGE

5. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND MAINTAINING ALL NECESSARY

WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

4. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS SHOWN ONLY

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE.

VERIFY ACTUAL DIMENSIONS IN THE FIELD.

2. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE. CONTRACTOR SHALL

ELEVATION AFTER PLACEMENT OF ALL CONCRETE.

1. ELEVATIONS ARE IN FEET AND REFER TO NAVD88. ELEVATIONS REPRESENT THE FINAL

GENERAL

THESE NOTES APPLY TO THE FLOODWALL AND CULVERTS.

TYPICAL PENETRATION DETAILS ARE SHOWN ON THE DRAWINGS.

5. WHERE UTILITY RELOCATIONS REQUIRE NEW PENETRATIONS THROUGH THE FLOODWALL,

OFFICER TO CONSULT WITH THE ENGINEER OF RECORD PRIOR TO APPROVAL.

OFFICER APPROVAL OF FINAL PILE LOCATIONS PRIOR TO SHIFTING PILES. CONTRACTING

UTILITIES THAT ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL OBTAIN CONTRACTING

4. MICROPILES SHALL BE SHIFTED THE MINIMUM AMOUNT NECESSARY TO CLEAR EXISTING

THE RELOCATION WORK.

PROVIDE THE UTILITY OWNERS REASONABLE ACCESS TO PERFORM THEIR PORTION OF

THE RESPECTIVE UTILITY OWNERS. THE CONTRACTOR SHALL SCHEDULE HIS WORK TO

3. THE CONTRACTOR SHALL COORDINATE UTILITY LINE RELOCATIONS WITH THE USACE AND

2. DISPOSITION OF EXISTING UTILITIES ARE SHOWN ON THE CIVIL PLAN SHEETS.

UTILITIES THAT ARE TO REMAIN IN PLACE.

DETERMINE IF ANY CONFLICTS WILL OCCUR. THE CONTRACTOR SHALL PROTECT ALL

LOCATIONS OF ALL EXISTING UTILITY LINES BOTH HORIZONTALLY AND VERTICALLY TO

ACTIVITIES, THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS TO VERIFY

GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. BEFORE COMMENCING CONSTRUCTION

1. THE LOCATIONS OF ALL UTILITIES INDICATED ON THE PLANS ARE APPROXIMATE AND ARE NOT

UTILITIES

INTERLOCKS BETWEEN ADJACENT SHEETS BEYOND THE MANUFACTURER'S RECOMMENDATIONS.

SHEET PILES SHALL BE LAID OUT AT CHANGES IN FLOODWALL ALIGNMENT TO PREVENT ROTATION AT

(FRP) OR STEEL SHEET PILING MAY BE USED. SEE SPECIFICATIONS.

VINYL SHEET PILING IS CALLED OUT ON THE DRAWINGS, HOWEVER, FIBER-REINFORCED PLASTIC

2. SHEET PILES

SEE DRAWINGS S-808 AND S-809 AND SPECIFICATIONS FOR MICROPILE LOAD TEST REQUIREMENTS.

SEE DRAWING S-807 FOR MICROPILE SCHEDULE AND NOTES.

SEE DRAWING S-806 FOR MICROPILE DETAILS.

1. MICROPILES

PILING

REINFORCED CONCRETE HYDRAULIC STRUCTURES”.

4) LOAD FACTORS – IN ACCORDANCE WITH USACE EM1110-2-2104 “STRENGTH DESIGN FOR

THIS ADDITIONAL LOAD COMBINATION IS APPLICABLE FOR MONOLITHS C2-25 THRU C2-33.

ALSO ACT AS A RETAINING WALL UNDER FINAL, NORMAL NON-FLOOD CONDITIONS.

FOR FLOODWALL MONOLITHS ADJACENT TO FUTURE PUMP STATION BDR3, THE FLOODWALL WILL

L) LOAD CASE DRCAp = DL + LS + U (0% CUTOFF)

K) LOAD CASE DRCAi = DL + LS + U (100% CUTOFF)

WATER TO TOP OF WALL

DESIGN RESILIENCY CHECKS (DRC)

SEISMIC CHECK = DL + SEISMIC

J) LOAD CASE BLC5Bp = DL + LS + U (0% CUTOFF) + W

I) LOAD CASE BLC5Bi = DL + LS + U (100% CUTOFF) + W

H) LOAD CASE BLC5Ap = DL + LS + U (0% CUTOFF)

G) LOAD CASE BLC5Ai = DL + LS + U (100% CUTOFF)

REVERSE HEAD

F) LOAD CASE BLC2D = DL + LS + U (0% CUTOFF) + W (FLOOD SIDE)

E) LOAD CASE BLC2C = DL + LS + U (100% CUTOFF) + W (FLOOD SIDE)

D) LOAD CASE BLC2B = DL + LS + U (0% CUTOFF)

C) LOAD CASE BLC2A = DL + LS + U (100% CUTOFF)

WATER TO 150 YR FLOOD ELEVATION

B) LOAD CASE BLC1B = DL+ W (PROTECTED SIDE)

A) LOAD CASE BLC1A = DL + CS

CONSTRUCTION

BASIC LOAD COMBINATIONS (BLC)

3) LOAD COMBINATIONS PER HSDRRS CRITERIA

ELEV. 39 IS APPLICABLE EAST OF LINCOLN AVENUE.

WITHOUT WATER ON FLOOD SIDE. ELEV. 36 IS APPLICABLE WEST OF LINCOLN AVENUE;

ELEVATION FROM THE INTERIOR DRAINAGE DESIGN, ELEV. 36 OR 39 AS APPLICABLE,

g) REVERSE HEAD CONDITIONS (RH) – BASED UPON HIGHEST PROTECTED SIDE WATER SURFACE

iv) EQUIVALENT LATERAL FORCE PROCEDURE

iii) SDS = 0.271G

ii) SITE CLASS D

i) RISK CATAGORY IV

f) SEISMIC

ii) WATER AT TOP OF WALL

i) WATER AT 150 YR FLOOD ELEV 48.00

e) LATERAL SOIL AND HYDROSTATIC PRESSURES (LS)

d) WIND (W) – 35 PSF

c) CONSTRUCTION SURCHARGE LOAD (CS) – 200 PSF

b) HYDROSTATIC UPLIFT (U) – 100% AND 0% EFFECTIVE CUTOFF CONDITIONS

a) DEAD LOAD (DL)

2. DESIGN LOADS INCLUDE:

ANALYSIS IS IN ACCORDANCE WITH ASCE 7-10.

REDUCTION SYSTEM DESIGN GUIDELINES” (HSDRRS) WITH REVISIONS THRU 2012. SEISMIC LOAD

1. THE FLOODWALL IS DESIGNED IN ACCORDANCE WITH THE “HURRICANE AND STORM DAMAGE RISK

DESIGN CRITERIA - FLOODWALL

FLOOD SIDE

PROTECTED SIDE

CAP LN.

FLOOD SIDE

BOUND

BROOK

BOUND BROOK

BRIDGE 2-B-155

EXISTING

DENTON P

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N D

BROOK

N.I.C.

SEGMENT C1

N.I.C.

FLOOD GATE C2

OPENING FOR

C WALLL

SEGMENT C2

NEW FLOODWALL

MONOLITHS C2-23 THRU C2-33

BASE CONTRACT

C2-1 THRU C2-15

MONOLITHS

BASE CONTRACT

MONOLITH C2-18

THRU C2-22

MONOLITHS C2-19

CONTRACT OPTION 2

MONOLITHS C2-34 THRU C2-48

CONTRACT OPTION 1

MONOLITHS C2-49 THRU C2-58

CONTRACT OPTION 2

STA. 37+6

1.50

STA. 36+12.32

S T A . 41+

80.46

S T A . 4

(SEE NOTE 1)

CULVERT C1

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GENERAL SITE PLAN

SEGMENT C2 - CONTRACT NO. 1

SEE SHEETS S-111 THRU S-114 FOR LIMITS.

CONTRACT OPTIONS 1 AND 2.

1. CULVERT C1 IS INCLUDED AS PART OF

NOTES:

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CONTRACT NO. 1 - BID SET - JULY 2018

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PLAN

FLOOD SIDE

C2-2

C2-1

PROTECTED SIDE

C2-3

NUMBER (TYP.)

MONOLITH C2-4

C2-5

WALL ALIGNMENT

C WALL AND L

WALL, STA. 28+83.00

BEGIN SEGMENT C2

S T

A . 2

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SHEET PILE

BEGIN SEGMENT C2

VINYL SHEET PILE

NUMBER (TYP.)

MONOLITH

113'-3"6" (MIN.)

29+00 30+00

S T

A .2

C2-1 C2-2

EL. 33.75'

TOP OF PILE CAP

C2-3 C2-4 C2-5

S T

A .2

S T

A .2

S T

A .2

ELEVATION

FLOOD SIDE GRADE

PROTECTED SIDE GRADE

EL. 52.00'

TOP OF WALL

EXPANSION JOINT (TYP.)

EL. 22.20'

SPT REFUSAL

EL. 22.70'

EL. 22.70

STA. 29+96.25

BEND POINT NO. 11

S T

A .0

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-0

SEE NOTE 4

PILE TIP ELEVATION

SHALE AND VINYL SHEET

TOP OF HIGHLY WEATHERED

258'-10 3/4" TO BEND POINT NO. 12

SHEET PILE

BEGIN SEGMENT C2

STA. 28+83.00

BEGIN SEGMENT C2 WALL

SEE NOTE 9

EL. 31.50

TOP OF SHEET PILE

PILE EL. 51.50'

PIECE OF SHEET

TOP OF LAST

EL. 18.40'

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S .A .M T .M .T

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BASE CONTRACT

SHEET IS IN

WORK ON THIS

STA. 28+83.00 TO STA. 30+55.00

WALL C2 - PART PLAN AND PROFILE

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

FROM BOTTOM OF PILE CAP TO TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE CUT-OFF WALL DETAIL AS DETERMINING THE QUANTITY OF SHEETS REQUIRED IS THE RESPONSIBILTY OF THE CONTRACTOR. WHEN THE DISTANCE

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

PLAN

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

C2-5

WALL ALIGNMENT

C WALL AND L

C2-6

C2-7

C2-8

C2-9

C2-10

CAP LN.

VINYL SHEET PILE

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CONTRACT NO. 1 - BID SET - JULY 2018

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NUMBER (TYP.)

MONOLITH

31+00 32+00

EL. 33.75'

TOP OF PILE CAP

C2-5

S T

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FLOOD SIDE GRADE

PROTECTED SIDE GRADE

EL. 52.00'

TOP OF WALL

EXPANSION JOINT (TYP.)

C2-6 C2-7 C2-8 C2-9 C2-10

S T

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S T

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TO BEND POINT NO. 12258'-10 3/4" TO BEND POINT NO. 11

EL. 24.20'

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-0

ELEVATION

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SPT REFUSAL AND

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T .M .T

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BASE CONTRACT

SHEET IS IN

WORK ON THIS

STA. 30+55.00 TO STA. 32+50.00

WALL C2 - PART PLAN AND PROFILE

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

C2-10 C2-11 C2-12 C2-13

C2-14

C2-15

GATE STORAGE MONOLITH

S T

A . 3

E N

D P

T N

O . 1

S T

A . 3

E N

D P

T N

O . 1

VINYL SHEET PILE

SLEEVES. COORDINATE WITH VERIZON.

BARS MAY BE SHIFTED SLIGHTLY TO CLEAR

AND POSITIONED BETWEEN REINFORCING BARS.

PERPENDICULAR TO THE FACE OF THE WALL

SHALL BE ORIENTED APPROXIMATELY

SLEEVES THRU FLOODWALL STEM FOR LINES

FLOODWALL STEM. SEE DETAIL ON SHEET S-810.

EXISTING FIBER OPTIC LINE, PASS THRU

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

137'-8"

STA. 32+55.14

BEND POINT NO. 12

33+00 34+00

S T

A .2

EL. 33.75'

TOP OF PILE CAP

S T

A .2

S T

A .2

S T

A .6

S T

A .6

FLOOD SIDE GRADE PROTECTED SIDE GRADE

EL. 52.00'

TOP OF WALL

EXPANSION JOINT (TYP.)

C2-11C2-10 C2-12 C2-13 C2-14 C2-15

EL. 24.60'

EL. 21.20'

STA. 33+92.81

BEND POINT NO. 13

S T

A .0

B O

G C

-1

-0

258'-10 3/4" TO BEND POINT NO. 11

84'-9 1/4" TO END OF WALL

LINES

FIBER OPTIC

EXISTING

ELEVATION

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-105

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

BASE CONTRACT

SHEET IS IN

WORK ON THIS

STA. 32+50.00 TO STA. 34+45.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

PROTECTED SIDE

C2-15

C2-16

C2-17

C2-18

C2-19

LC S. LINCOLN AVE.

MONOLITH

GATE STORAGE

C2-20

N.I.C.

STA. 36+17.32

BEND POINT NO. 14

VINYL SHEET PILE

NUMBER (TYP.)

MONOLITH

CONTRACT OPTION 2

BASE CONTRACT

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

C2-16

FUTURE

332'-2 1/8" TO BEND POINT NO. 1539'-2 3/8"100'-6 1/2" N.I.C.

6" MIN.

(TYP.)

SEE NOTE 9

6" MIN.

35+00 36+00

S T

A .5

C2-20

S T

A .5

S T

A .1

ELEVATION

EL. 52.00'

TOP OF WALL

C2-19

S T

A .3

C2-17 C2-15

C2-18

EL. 52.60'

TOP OF WALLC S. LINCOLN AVE.L

FLOOD GATE OPENING

EL. 33.75'

TOP OF PILE CAP

S T

A .8

84'-9 1/4"

TO BEND POINT NO. 13

EL. 26.90'

EL. 24.90'

END OF WALL

GRADE

FLOOD SIDE

SIDE GRADE

PROTECTED

EL. 34.00'

EL. 25.10'

EL. 22.45'

STA. 36+17.32

BEND POINT NO. 14

S T

A .0

B O

G C

-1

-0

EL. 38.50'

TOP OF PILE CAP

JOINT (TYP.)

EXPANSION

EL. 26.70'

EL. 24.94'

BEGIN WALL

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

END VINYL SHEET

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

BEGIN VINYL SHEET

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

END VINYL SHEET

SPT REFUSALSLOPE LINES

PROJECTED

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-106

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 2

BASE CONTRACT AND

SHEET IS IN BOTH

WORK ON THIS

STA. 34+45.00 TO STA. 36+45.00

WALL C2 - PART PLAN AND PROFILE

MATCHLINE STA. 36+45.00

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH WALL ALIGNMENT

C WALL AND L

C2-20 C2-21 C2-22 C2-23 C2-24 C2-25

VINYL SHEET PILE

SLEEVES. COORDINATE WITH VERIZON.

BARS MAY BE SHIFTED SLIGHTLY TO CLEAR

AND POSITIONED BETWEEN REINFORCING BARS.

PERPENDICULAR TO THE FACE OF THE WALL

SHALL BE ORIENTED APPROXIMATELY

SLEEVES THRU FLOODWALL STEM FOR LINES

FLOODWALL STEM. SEE DETAIL ON SHEET S-810.

EXISTING FIBER OPTIC LINE, PASS THRU

BASE CONTRACTCONTRACT OPTION 2

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

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N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

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R O

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L O

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K M

A N

A G

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C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

6" MIN.

37+00 38+00

EL. 39.50'

TOP OF PILE CAP

S T

A .5

ELEVATION

FLOOD SIDE GRADEPROTECTED SIDE GRADE

S T

A .5

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

C2-20 C2-21 C2-22 C2-23 C2-24 C2-25

S T

A .5

S T

A .5

S T

A .5

EL. 37.00'

TOP OF PILE CAP

332'-2 1/8" TO BEND POINT NO. 15TO BEND POINT NO. 14

EL. 24.50'

EL. 25.50'

S T

A .0

B O

G C

-1

-0

FLOOD SIDE GRADE

SEE NOTE 9

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

BEGIN VINYL SHEET

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

OPTIC LINES

EXISTING FIBER

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-107

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 2

BASE CONTRACT AND

SHEET IS IN BOTH

WORK ON THIS

STA. 36+45.00 TO STA. 38+51.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

M A

T C

H L

E S

T A .0

A T

C H

E S

T A

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

C2-28

C2-29

C2-27

C2-30

C2-26

UND

BRO

C2-25

STA. 39+49.50

BEND POINT NO. 15

STA. 40+20.81

BEND POINT NO. 16VINYL SHEET PILE

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

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SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

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E E

N B

R O

O K F

L O

O D R

K M

A N

A G

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E N

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R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

71'-3 3/4 "

39+00 40+00

ELEVATION

FLOOD SIDE GRADE

PROTECTED SIDE GRADE

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

C2-25 C2-26

S T

A .5

S T

A .5

S T

A .5

EL. 37.00'

TOP OF PILE CAP

S T

A .5

S T

A .4

C2-27 C2-28 C2-29

332'-2 1/8" TO BEND POINT NO. 14

C2-30

EL. 23.20'

STA. 39+49.50

BEND POINT NO. 15

STA. 40+20.81

BEND POINT NO. 16

S T

A .0

B O

G C

-1

-0

61'-7 3/4" TO BEND POINT NO. 17

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-108

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

BASE CONTRACT

SHEET IS IN

WORK ON THIS

STA. 38+51.00 TO STA. 40+45.00

WALL C2 - PART PLAN AND PROFILE

M A T C

H L

E S

T A .0

M A

T C

H L

E S

T A

PROTECTED SIDE N

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

C2-31

C2-30

BOUND BROOK

C2-32 C2-33 C2-34 C2-35

FLOW

STA. 40+82.46

BEND POINT NO. 17

VINYL SHEET PILECULVERT C2

BASE CONTRACT CONTRACT OPTION 1

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

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P S O

F E

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B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

C2-30

4'-0" TALL OPNG.

5'-0" WIDE X

CULVERT C2

6" MIN.

41+00 42+00

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

END VINYL SHEET

EL. 34.00'

TOP OF PILE CAP

ELEVATION

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .4

S T

A .4

S T

A .4

EL. 37.00'

TOP OF PILE CAP

S T

A .4

S T

A .4

C2-31 C2-32 C2-33 C2-34 C2-35

437'-0 3/8" TO BEND POINT NO. 18

SIDE GRADE

PROTECTED

EL. 32.50'

TOP OF PILE CAP

PROTECTED SIDE GRADE

FLOOD SIDE GRADE

EL. 17.70'

EL. 23.30'

STA. 40+82.46

BEND POINT NO. 17

S T

A .0

B O

G C

-1

-0

61'-7 3/4" TO BEND POINT NO. 16

S T

A .9

SEE NOTE 9

EL. 29.75EL. 30.75

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-109

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 1

BASE CONTRACT AND

SHEET IS IN BOTH

WORK ON THIS

STA. 40+45.00 TO STA. 42+25.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

BOUND BROOK

C2-38C2-37C2-36C2-35 C2-39

FLOW

VINYL SHEET PILE

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

NUMBER (TYP.)

MONOLITH

43+00 44+00

EL. 32.50'

TOP OF PILE CAP

ELEVATION

FLOOD SIDE GRADE

PROTECTED SIDE GRADE

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .4

S T

A .4

S T

A .4

C2-38C2-37C2-35 C2-36

437'-0 3/8"

EL. 34.00'

TOP OF PILE CAP

C2-39

S T

A .4

TO BEND POINT NO. 17 TO BEND POINT NO. 18

EL. 25.00'

EL. 21.00'

T A .0

B O

G C

-1

-0

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-110

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 1

SHEET IS IN

WORK ON THIS

STA. 42+25.00 TO STA. 44+15.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

A T

C H

E S

T A .0

M A

T C

H L

E S

T A .0

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

B O

U N

D B

R O

O K

C2-42C2-41

C2-43

C2-40

C2-44

S T

A . 4

E N

D P

T N

O . 1

VINYL SHEET PILE

LOCATION

FOR END OF CULVERT

SEE CIVIL SHEETS

FOR ALIGNMENT DATA

SEE CIVIL SHEETS

HEADWALL C1-5

CULVERT

THRU S-704.

SEE SHEETS S-701

FOR CULVERT DETAILS,

CULVERT C1 GRATE INLET C1-4

'-6

" (R E F

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

STA. 45+19.49

BEND POINT NO. 18

45+00

EL. 37.00'

TOP OF PILE CAP

ELEVATION

FLOOD SIDE GRADE

PROTECTED SIDE GRADE

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .4

S T

A .4

S T

A .4

C2-44C2-40 C2-41 C2-43C2-42

S T

A .4

437'-0 3/8" TO BEND POINT NO. 17

NUMBER (TYP.)

MONOLITH

EL. 34.00'

TOP OF PILE CAP

S T

A .4

EL. 21.30'

EL. 16.20'

S T

A .0

B O

G C

-1

131'-10 1/4" TO BEND POINT NO. 19

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-111

.E .M

S H

E E

F L

O O

D W

A L L

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 1

SHEET IS IN

WORK ON THIS

STA. 44+15.00 TO STA. 45+95.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A . 4

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

BOUND BROOK

C2-48

C2-47 C2-49

C2-46

FLOWC2-44

C2-45

S T

A .5

B E

N D P

T N

S T

A . 4

E N

D P

T N

O . 1

FOR ALIGNMENT DATA

SEE CIVIL SHEETS

VINYL SHEET PILE

STORM DRAIN

EXISTING

GRATE INLET C1-3

SEE SHEETS S-701 THRU S-704.

FOR CULVERT DETAILS,

CULVERT C1

'-6

" (R E

CONST. JT.

CONTRACT OPTION 1 CONTRACT OPTION 2

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

STA. 47+11.58

BEND POINT NO. 20STA. 46+51.34

BEND POINT NO. 19

6" MIN.

46+00 47+00

ELEVATION

FLOOD SIDE GRADE

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .4

S T

A .2

C2-45C2-44 C2-46 C2-47 C2-48

NUMBER (TYP.)

MONOLITH

S T

A .2

C2-49

S T

A .2

SIDE GRADE

PROTECTED

EL. 37.00'

TOP OF PILE CAP

60'-2 7/8" 122'-2 5/8" TO BEND POINT NO. 21

EL. 18.70'

EL. 20.40'

EL. 19.10'

S T

A .0

B O

G C

-1

S T

A .4

S T

A .0

B O

G C

-1

131'-10 1/4" TO BEND POINT NO. 18

SEE NOTE 9

SHEET PILE

TO ATTACH TO FUTURE

PILE WITH INTERLOCK

END VINYL SHEET

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-112

.E .M

F L

O O

D W

A L L

S H

E E

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

1 AND 2

CONTRACT OPTIONS

SHEET IS IN BOTH

WORK ON THIS

STA. 45+95.00 TO STA. 47+70.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A . 4

PROTECTED SIDE

NUMBER (TYP.)

MONOLITHWALL ALIGNMENT

C WALL AND L

BOUND BROOK

C2-52

C2-50

C2-53

FLOW

C2-51

C2-49

C2-54

S T

A . 4

E N

D P

T N

O . 2

VINYL SHEET PILE

STORM DRAIN

EXISTING

FOR ALIGNMENT DATA

SEE CIVIL SHEETS

SEE SHEETS S-701 THRU S-704.

FOR CULVERT DETAILS,

CULVERT C1

GRATE INLET C1-2

E F

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

48+00 49+00

EL. 37.00'

TOP OF PILE CAP

ELEVATION

FLOOD SIDE GRADE

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .2

S T

A .0

NUMBER (TYP.)

MONOLITH

S T

A .0

C2-49 C2-50

S T

A .0

SIDE GRADE

PROTECTED

C2-51 C2-52 C2-53 C2-54

EL. 35.00'

TOP OF PILE CAP

S T

A .2

EL. 37.00'

TOP OF PILE CAP

EL. 20.80'

EL. 14.60'

STA. 48+33.80

BEND POINT NO. 21

S T

A .0

B O

G C

-1

122'-2 5/8" TO BEND POINT NO. 20 134'-3 1/2" TO BEND POINT NO. 22

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-113

.E .M

F L

O O

D W

A L L

S H

E E

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 2

SHEET IS IN

WORK ON THIS

STA. 47+70.00 TO STA. 49+40.00

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A .0

M A

T C

H L

E S

T A

PROTECTED SIDE

NUMBER (TYP.)

MONOLITH

WALL ALIGNMENT

C WALL AND L

C2-54

C2-55

S T

A . 5

E N

D P

T N

O . 2

C2-56

C2-57 C2-58

S T

A . 4

B E

N D P

T N

O . 2

NOT IN CONTRACT

SEGMENT C1

END SEGMENT C2 WALL

VINYL SHEET PILE

LOCATION

FOR BEGINNING OF CULVERT

SEE CIVIL SHEETS

FOR ALIGNMENT DATA

SEE CIVIL SHEETS

E F

SEE SHEETS S-701 THRU S-704.

FOR CULVERT DETAILS,

CULVERT C1

DETAIL ON SHEET S-805

PILE ASSEMBLY. SEE

END SEGMENT C2 SHEET

L L

9. CONTRACTOR SHALL ADJUST DIMENSION AS REQUIRED PER HIS SHEET PILE INSTALLATION PLAN.

SEE SHEETS B-103 THRU B-123.

8. PROFILES SHOWING TOP OF HIGHLY WEATHERED SHALE AND SPT REFUSAL ESTIMATED FROM BORING LOGS.

SEE SHEETS B-101 AND B-102.

7. STATIONING SHOWN FOR BORINGS REPRESENTS APPROXIMATE LOCATION ALONG WALL ALIGNMENT.

6. GRADES SHOWN ON PROFILE REFLECT FINAL GRADES.

5. WALL ARCHITECTURAL TREATMENT NOT SHOWN, SEE SHEET S-802 AND S-803 FOR ELEVATION AND DETAILS.

SHOWN ON SHEET S-805 IN LIEU OF SHEET PILE.

4. DRIVE SHEET PILE TO TIP ELEVATION SHOWN OR EMBED INTO WEATHERED SHALE TO REFUSAL, WHICHEVER IS DEEPER.

3. STATIONING INDICATED REPRESENTS C WALL EXPANSION JOINT. SEE SHEET S-801 FOR TYPICAL JOINT DETAILS.

2. DIMENSIONING AND STATIONING ARE MEASURED ALONG C OF WALL ALIGNMENT.

1. FOR GENERAL NOTES, SEE SHEET S-101.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

STA. 50+03.60

BEND POINT NO. 23

STA. 49+68.09

BEND POINT NO. 22

SHEET S-805

ASSEMBLY, SEE DETAIL ON

PL. FOR SHEET PILE

EL. 41.00, TOP OF 1/2" BENT

ON SHEET S-805

WATERSTOP, SEE DETAIL

RIBBED CENTERBULB

50+00

EL. 37.00'

TOP OF PILE CAP

ELEVATION

EL. 52.60'

TOP OF WALL

JOINT (TYP.)

EXPANSION

S T

A .0

S T

A .0

NUMBER (TYP.)

MONOLITH

S T

A .5

S T

A .5

S T

A .5

SIDE GRADE

PROTECTED

C2-55 C2-56 C2-57 C2-58

SIDE GRADE

FLOOD

NOT IN CONTRACT

SEGMENT C1

C2 WALL

END SEGMENT

79'-11 5/8"35'-6 1/8"

EL. 38.00'

TOP OF PILE CAP

C2-54

BEND POINT NO. 21

134'-3 1/2" TO

EL. 21.10'

EL. 16.60'

S T

A .0

B O

G C

-1

EL. 16.60'

EL. 21.10'

ON SHEET S-805

PILE ASSEMBLY. SEE DETAIL

END SEGMENT C2 SHEET

EL. 35.75

SHEET PILE

TOP OF VINYL

ON SHEET S-805

PILE. SEE DETAIL

END OF VINYL SHEET

SPT REFUSAL

SEE NOTE 4

TIP ELEVATION

SHALE AND VINYL SHEET PILE

TOP OF HIGHLY WEATHERED

SCALE: 1/8"=1'-0"

-J

U L -2

X X

G B S

E G C

X X

X .d

S-114

.E .M

F L

O O

D W

A L L

S H

E E

W A

L L C

L A

N A

N D P

R O

8'0 4' 16'

SCALE:1/8"=1'-0"

T .M .T

S .A .M T .M .T

CONTRACT OPTION 2

SHEET IS IN

WORK ON THIS

STA. 49+40.00 TO STA. 50+83.55

WALL C2 - PART PLAN AND PROFILE

M A

T C

H L

E S

T A .0

M A T C

LIN

E S

T A . 49+

40.00

LC PILE AT BOTTOM

OF PILE CAP (TYP.)

SCALE: 1/2"=1'-0"

4'-6"3'-0"3'-6"

1'-6" 1'-6"1'-6"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

EL. 33.75'

C WALL ALIGNMENTL

6" 6"

2'-0"

4" CL.4" CL.

RECESS RECESS

3'-0"

SCALE: 1/2"=1'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDEPROTECTED SIDE

C L

CONST. JT.

6" CRUSHED STONE

M A

X E .F

. #7 AT 8" MAX.#6 AT 8" MAX.

#8 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#6 (TYP.)

#5 AT 12" MAX.

TOP OF MICROPILE

AND SHEET PILE

11'-0"

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

#8 AT 8" MAX.

#5 U-BAR

EL. 37.00'

EL. 52.00'

EL. VARIES

SEE NOTE 4

STA. 28+83.00 TO STA. 29+28.25

MONOLITH C2-1

S-801

STA. 29+28.25 TO STA. 33+97.60

MONOLITHS C2-2 THRU C2-13

6'-0"3'-0"5'-0"

1'-6" 3'-0"3'-0"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

EL. 33.75'

C WALL ALIGNMENTL

6" 6"

2'-0"

4" CL.4" CL.

RECESS RECESS

3'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDEPROTECTED SIDE

C L

CONST. JT.

6" CRUSHED STONE

ARCHITECTURAL WALL

TREATMENT, TYP. BOTH FACES,

SEE SHEETS S-802 AND S-803.

M A

X E .F

#7 AT 8" MAX.#6 AT 8" MAX.

#8 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#6 (TYP.)

#5 AT 12" MAX.

TOP OF MICROPILE

AND SHEET PILE

14'-0"

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

#8 AT 8" MAX.

EL. 37.00'

EL. 52.00'

S-801

VINYL

SHEET PILE

A C

T Y

EL. VARIES

SEE NOTE 4

VINYL

SHEET PILE

#5 U-BAR, SEE

SHEET S-805 (TYP.)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

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S E

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N D G

R E

E N B

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O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

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E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

-J

U L -2

X X

G B S

E G C

X X

X .d

S-301

.A .H

F L

O O

D W

A L L

M O

N O

H S

E C

N S

2' 4'0 1'

SCALE:1/2"=1'-0"

M O

N O

H S C

-1 T

H R

U C

-1

T .M .T

NOTES:

1. FOR GENERAL NOTES, SEE SHEET S-101.

2. FOR WALL PLAN AND PROFILE, AND FOR WALL MONOLITH JOINT

STATIONING, SEE SHEETS S-103 THRU S-114.

3. FOR MONOLITH PLANS, SEE SHEETS S-401 THRU S-416.

4. SHEET PILE SHALL BE DRIVEN TO ELEVATION SHOWN ON THE

PLAN AND PROFILE SHEETS OR REFUSAL INTO WEATHERED

SHALE. WHEN THE DISTANCE FROM BOTTOM OF PILE CAP TO

TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE

CUT-OFF WALL DETAIL ON SHEET S-805 IN LIEU OF SHEET PILE.

WORK ON THIS

SHEET IS IN

BASE CONTRACT

T .M .T

2. FOR WALL PLAN AND PROFILE, AND FOR WALL MONOLITH JOINT

STATIONING, SEE SHEETS S-103 THRU S-114.

3. FOR MONOLITH PLANS, SEE SHEETS S-401 THRU S-416.

4. SHEET PILE SHALL BE DRIVEN TO ELEVATION SHOWN ON THE

PLAN AND PROFILE SHEETS OR REFUSAL INTO WEATHERED

SHALE. WHEN THE DISTANCE FROM BOTTOM OF PILE CAP TO

TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE

CUT-OFF WALL DETAIL ON SHEET S-805 IN LIEU OF SHEET PILE.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

O R

P S O

F E

N G

E E

R S

SHEET OF 164

B O

R O

O F M

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

O N

T R

A C

T N

B -B

A S

F T

H E R

A R

A N R

E R

G R

E E

N B

R O

O K F

L O

O D R

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 1 - BID SET - JULY 2018

J A

C O

B S

EL. 33.75'

EL. 41.00'

FLOOD GATE SILL

NOT IN CONTRACT

SCALE: 1/2"=1'-0"

MONOLITHS C2-14 AND C2-15

STA. 33+97.60 TO STA. 34+77.58

8'-0"3'-0"3'-6"

1'-6" 1'-6"1'-6"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

EL. 52.00'

C WALL ALIGNMENTL

2'-0"

4" CL.

RECESS

3'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDE

C L

CONST. JT.

4" CL.

S-801

#6 (TYP.)

#7 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#9 AT 8" MAX.

#5 AT 12" MAX.

M A

X E .F

#8 AT 8" MAX.

6" CRUSHED STONE

TOP OF MICROPILE

AND SHEET PILE

14'-6"

PROTECTED

SIDE

RECESS

EL. VARIES

SEE NOTE 4

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

#5 U-BAR, SEE

SHEET S-805 (TYP.)

VINYL SHEET PILE

ARCHITECTURAL WALL

TREATMENT, TYP. BOTH FACES,

SEE SHEETS S-802 AND S-803.

4'-6"3'-0"3'-6"

1'-6" 1'-6"1'-6"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

C WALL ALIGNMENTL

6" 6"

2'-0"

4" CL.4" CL.

RECESS RECESS

3'-0"

SCALE: 1/2"=1'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDEPROTECTED SIDE

C L

CONST. JT.

6" CRUSHED STONE

M A

X E .F

#6 AT 8" MAX.#6 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#6 (TYP.)

#5 AT 12" MAX.

TOP OF MICROPILE

AND SHEET PILE

11'-0"

#7 AT 8" MAX.

#5 U-BAR EL. 38.50'

EL. 42.50'

EL. 52.60'

#6 AT 8" MAX.

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

S-801

MONOLITHS C2-18 AND C2-19

STA. 35+78.12 TO STA. 36+41.50

EL. VARIES

SEE NOTE 4

VINYL

SHEET PILE

T Y

LC PILE AT BOTTOM

OF PILE CAP (TYP.)

(BASE CONTRACT) (MONOLITH C2-18 IN BASE CONTRACT, MONOLITH C2-19 IN CONTRACT OPTION 2)

-J

U L -2

X X

G B S

E G C

X X

X .d

N O

H S

E C

N S

J .A .H

T .M .T

S-302

2' 4'0 1'

SCALE:1/2"=1'-0"

F L

O O

D W

A L L

M O

N O

H S C

-1

C -1

N D C

-1

T .M .T

CONTRACT OPTION 2

BASE CONTRACT AND

SHEET IS IN BOTH

WORK ON THIS

2. FOR WALL PLAN AND PROFILE, AND FOR WALL MONOLITH JOINT

STATIONING, SEE SHEETS S-103 THRU S-114.

3. FOR MONOLITH PLANS, SEE SHEETS S-401 THRU S-416.

4. SHEET PILE SHALL BE DRIVEN TO ELEVATION SHOWN ON THE

PLAN AND PROFILE SHEETS OR REFUSAL INTO WEATHERED

SHALE. WHEN THE DISTANCE FROM BOTTOM OF PILE CAP TO

TOP OF WEATHERED SHALE IS 4'-0" OR LESS, USE ALTERNATE

CUT-OFF WALL DETAIL ON SHEET S-805 IN LIEU OF SHEET PILE.

4'-6"3'-0"3'-6"

1'-6" 1'-6"1'-6"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

C WALL ALIGNMENTL

6" 6"

2'-0"

4" CL.4" CL.

RECESS RECESS

3'-0"

SCALE: 1/2"=1'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDEPROTECTED SIDE

C L

CONST. JT.

6" CRUSHED STONE

ARCHITECTURAL WALL

TREATMENT, TYP. BOTH FACES,

SEE SHEETS S-802 AND S-803.

M A

X E .F

#6 AT 8" MAX.#6 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#6 (TYP.)

#5 AT 12" MAX.

TOP OF MICROPILE

AND SHEET PILE

11'-0"

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

#7 AT 8" MAX.

EL. 39.50'

EL. 42.50'

EL. 52.60'

STA. 36+41.50 TO STA. 38+01.50

MONOLITHS C2-20 THRU C2-23

LC PILE AT BOTTOM

OF PILE CAP (TYP.)

#6 AT 8" MAX.

S-801

SCALE: 1/2"=1'-0"

4'-6"3'-0"3'-6"

1'-6" 1'-6"1'-6"

#5 AT 12" MAX. BOTTOM

#6 AT 8" MAX. TOP AND MIDDLE

C WALL ALIGNMENTL

6" 6"

2'-0"

4" CL.4" CL.

RECESS RECESS

3'-0"

C L

OPTIONAL

CONST. JT.

FLOOD SIDEPROTECTED SIDE

C L

CONST. JT.

6" CRUSHED STONE

M A

X E .F

#6 AT 8" MAX.#6 AT 8" MAX.

#6 AT 8" MAX.

GRADE

#6 (TYP.)

#5 AT 12" MAX.

TOP OF MICROPILE

AND SHEET PILE

11'-0"

10" DIA. MICROPILE,

SEE DETAIL ON

SHEET S-806 (TYP.)

#7 AT 8" MAX.

#5 U-BAR EL. 37.00'

EL. 42.50'

EL. 52.60'

#6 AT 8" MAX.

S-801

EL. VARIES

SEE NOTE 4

EL. VARIES

SEE NOTE 4

VINYL

SHEET PILE

VINYL

SHEET PILE

#5 U-BAR, SEE

SHEET S-805 (TYP.)

T Y

STA. 38+01.50 TO STA. 38+81.50

MONOLITHS C2-24 AND C2-25

(MONOLITHS C2-20 THRU C2-22 IN CONTRACT OPTION 2, MONOLITHS C2-23 THRU C2-25 IN BASE CONTRACT)

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

U E D

A T

W P

-X

D D -M

O N -Y

Y Y

A N

S I

N E

W Y

O R

N E

W Y

O R

N E

W Y

O R

K D

T R

U S

A R

M Y C

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P S O

F E

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