AIWW_NoDisp161921_Plans_10.pdf

PDF 29 MB Posted Feb 19, 2010

Attached to: RECOVERY--Z--PROJECT NUMBER 000030, Atlantic Intracoastal Waterway to St Johns River, NC Clearing and Spillway System Maintenance, Northern Disposal Areas 16, 19, and 21, Hyde and Pamlico Counties, NC
Solicitation number: W912HN-10-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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PLANS

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Other files

File	Type	Posted
Bid Abstract 10-B-0010 Northern Disposal Areas 16 19 21.pdf	PDF	Mar 29, 2010
AIWW_NoDisp161921_Amd5_Plans_10.pdf	PDF	Mar 22, 2010
IFB W912HN-10-B-0010 Amend 0005.pdf	PDF	Mar 22, 2010
10-B-0010 Northern Disposal.pdf	PDF	Mar 19, 2010
IFB W912HN-10-B-0010 Amend 0003.pdf	PDF	Mar 17, 2010
NDA-amend2-plans.pdf	PDF	Mar 12, 2010
IFB W912HN-10-B-0010 Amend 0002.pdf	PDF	Mar 12, 2010
IFB W912HN-10-B-0010 Amend 0001.pdf	PDF	Mar 8, 2010
SPECIFICATIONS.pdf	PDF	Feb 19, 2010

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DA161921cover.dgn 1/13/2010 10:40:12 AM

N o r th e r n D is p o s a l

A r e a s

H y d e P a m li c o C o u n ti e s

N o r th C a r o li n a

B N o

H N -1

-B -0

IFB No. W912HN-10-B-0010

Atlantic Intracoastal Waterway Hyde and Pamlico Counties North Carolina

This project was designed by the Wilmington District of the U.S. Army Corps of Engineers

The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

Northern Disposal Areas 16, 19 & 21

P-1

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SHEET 1 OF 32

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PLATE

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A N

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D E S

C T

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D A

A T L A

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P-1

P-2

P-3

PLATE

No.

SHEET

No.

INDEX OF DRAWINGS

TITLE

0 10 20 30

SCALE IN MILES

E R

N E U S E

GREENE

CARTERET

WASHINGTON

DARE

TYRREL

BEAUFORT

CRAVEN

HANOVER

NEW

ONSLOW

JONES

LENOIR

DUPLIN

PENDER

BRUNSWICK

COLUMBUS

BLADEN

SAMPSON

MARTIN

WAYNE

PITT

WILSON

JOHNSTON

EDGECOMBE

NASH

RIVER

HYDE

Carolina Beach

Wilmington

Topsail Beach

Morehead City Beaufort

Washington

Manteo

P A

U N D

C S

P-4

P-5

P-6

Jacksonville

P-7

P-8

P-9

P-10

P-11

P-12

P-13

P-14

P-15

P-16

P-17

S-1

P-18

DISPOSAL AREA 16DISPOSAL AREA 19

PAMLICO

Belhaven

Hobucken

New Bern

DISPOSAL AREA 21

P-19

P-20

P-21

P-22

P-23

P-24

P-25

P-26

P-27

P-28

P-29

P-30

DISPOSAL AREA 19 SPILLWAY PROFILE

DISPOSAL AREA 19 CROSS SECTIONS STA. 20+00 TO STA. 39+00

DISPOSAL AREA 19 CROSS SECTIONS STA. 0+00 TO STA. 19+00

DISPOSAL AREA 19 SITE PLAN STA 0+90 TO STA. 25+50

DISPOSAL AREA 16 SPILLWAY PROFILES

DISPOSAL AREA 16 CROSS SECTIONS STA. 64+00 TO STA. 79+00

DISPOSAL AREA 16 CROSS SECTIONS STA. 48+00 TO STA. 63+00

DISPOSAL AREA 16 CROSS SECTIONS STA. 32+00 TO STA. 47+00

DISPOSAL AREA 16 CROSS SECTIONS STA. 16+00 TO STA. 31+00

DISPOSAL AREA 16 CROSS SECTIONS STA. 0+00 TO STA. 15+00

DISPOSAL AREA 16 PROFILE STA. 0+00 TO STA. 48+00

DISPOSAL AREA 16 SITE PLAN STA 36+00 TO STA. 60+00

DISPOSAL AREA 16 SITE PLAN STA 25+00 TO STA. 36+00 STA. 60+00 TO STA. 72+00

DISPOSAL AREA 16 SITE PLAN STA 14+00 TO STA. 25+00 STA. 72+00 TO STA. 83+00

DISPOSAL AREA 21 SPILLWAY PROFILE

DISPOSAL AREA 21 CROSS SECTIONS STA. 38+00 TO STA. 44+84.86

DISPOSAL AREA 21 CROSS SECTIONS STA. 18+00 TO STA. 37+00

DISPOSAL AREA 21 CROSS SECTIONS STA. 0+00 TO STA. 17+00

DISPOSAL AREA 21 PROFILE

DISPOSAL AREA 21 SITE PLAN STA 11+25 TO STA. 35+50

DISPOSAL AREA 21 SITE PLAN STA 0+00 TO STA. 11+25 STA. 35+50 TO STA. 44+84.86

DISPOSAL AREAS 16, 19 & 21 TYPICAL SECTIONS AND DETAILS

DISPOSAL AREAS 16, 19 & 21 AERIAL PHOTOS

LOCATION MAP AND INDEX OF DRAWINGS

1o v e ra ll1

.d g n

SPILLWAY RISER DETAILS

S-2 32 SPILLWAY DETAILS

DISPOSAL AREA 19 SITE PLAN STA 0+00 TO STA. 0+90 STA. 25+50 TO STA. 45+63.04

DISPOSAL AREA 19 PROFILE

DISPOSAL AREA 19 CROSS SECTIONS STA. 40+00 TO STA. 45+63.04

DISPOSAL AREA 16 SITE PLAN STA 0+00 TO STA. 14+00 STA. 83+00 TO STA. 92+79.76

DISPOSAL AREA 16 CROSS SECTIONS STA. 80+00 TO STA. 92+00

DISPOSAL AREA 16 PROFILE STA. 48+00 TO STA. 92+79.76

SCALE IN FEET

08001600 800 1600 2400

SCALE: 1" = 800’

DISP

OSAL AREA 1

DISP

OSAL AREA 1

P O

S A

L A

R E

U S

WILKERSON CREEK

BRIDGE

Atla ntic

Intra coas tal W ater way

S R

A tla n tic In tra c o a sta l W a te rw a y

Jones Bay

To B e lh a v e n

T o S w a n

Q u a rt e r

To Aurora

T o B a y b o ro

To Hobuck en

AERIAL PHOTOGRAPHY FOR DA 16 & 19 DATED JANUARY 2009.

AERIAL PHOTOGRAPHY FOR DA 21 DATED 2008.

NOTES:

POTTER MEMORIAL

BRIDGE

d a

1v ic in it y .d g n

P O

S A L

R E

A S

A E

H O

T O

P-2

SHEET 2 OF 32

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PLATE

NUMBER

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D E S

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

(8’ MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE)

TYPICAL SECTION DIKE RAISE

SHEET OF

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-2%

2’

6’6’

-1%

FILLET AS

NECESSARY

FOR DRAINAGE

DIKE

RAISE

EXISTING GROUND

CLEAR AND GRUBB

TYPICAL SECTION BORROW AREA

DISPOSAL

AREA

TOP

ELEV

SIDE

SLOPE

EL *

NAVD 88

(SEE TABLE)

(SEE

TABLE)

14’

23’

25’ 3H:1V

3H:1V

3.5H:1V

CLEARING

X I

S T I

K E

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N S

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N.T.S.

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P-3

SHEET 3 OF 32

BORROW AREA FOR

DIKE RAISING

CONSTRUCTION

MATERIAL

BORROW AREA FOR

DIKE RAISING

CONSTRUCTION

MATERIAL

D A ty p ic a ls e c .d g n

30’

30’ 30’

NTSS-2

TEMPORARY SILT FENCE (TSF) DETAIL

COMPACTED FILL

2’ MIN’ (TYP)

MIN. 12.5 GA.

INTERMEDIATE

WIRES

MIN. 10 GA.

TOP & BOTTOM

WIRES

FILTER

FABRIC

36" MIN WIDTH

FILTER FABRIC

NOTE: EXTEND FABRIC

AND WIRE INTO TRENCH

STEEL POST

(TYP)

NOTES:

1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND

SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY

SPACING.

2. FILTER FABRIC SHALL HAVE A MINIMUM OF 36" WIDTH.

FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO

THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

3. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE

OF THE SELF-FASTENER ANGLE STEEL TYPE.

NOTES:

1. THE CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE AS SHOWN

ON PLATE P-5 OF THE PLANS AND DETAIL ABOVE AND AS DIRECTED BY

THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL INSPECT SEDIMENT FENCE AT LEAST ONCE

A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS

IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE

ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE

PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE

FENCE DURING CLEANOUT.

3. THE CONTRACTOR SHALL PERFORM ALL WORK IN SUCH A MANNER

THAT STATE WATER QUALITY STANDARDS OUTSIDE OF THE CONSTRUCTION

AREA ARE NOT VIOLATED. ALL EROSION AND CONTROL MEASURES SHALL

BE IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT

CONTROL PLANNING AND DESIGN MANUAL.

VEGETATIVE STABILIZATION - SEEDING

SEED PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS

OR 30 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF

CONSTRUCTION OR DEVELOPMENT.

IMMEDIATELY AFTER SEEDING, FIRM ENTIRE AREA EXCEPT FOR SLOPES IN EXCESS OF

3 TO 1 WITH ROLLER NOT EXCEEDING 90 POUNDS FOR EACH FOOT OF ROLLER WIDTH.

IF SEEDING IS PERFORMED WITH CULTIPACKER-TYPE SEEDER OR HYDROSEEDING,

ROLLING MAY BE ELIMINATED.

TEMPORARY SEED

TEMPORARY SEED SPECIES FOR SURFACE EROSION CONTROL OR OVER SEEDING SHALL

BE AS FOLLOWS:

PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE

15 MAR - 14 SEP BROWNTOP, PROSO OR GERMAN

(FOXTAIL) MILLET 50

15 SEP - 14 JAN RYE GRAIN 112

15 JAN - 14 MAR SPRING OATS 128

PERMANENT SEED

PERMANENT SEED MIXTURE SHALL BE AS FOLLOWS:

PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE

1 FEB - 30 APR PENSACOLA BAHIAGRASS 50

COMMON OR KOBE LESPEDZA 25

SPRING OATS 32

1 MAY - 31 AUG COMMON OR KOBE LESPEDEZA 25

BROWNTOP PROSO OR GERMAN

(FOXTAIL) MILLET 50

1 SEP - 31 JAN COMMON OR KOBE LESPEDEZA 40

RYE (GRAIN) 56

ADDITIONAL PERMANENT SEED SPECIES SHALL BE PLACED AS FOLLOWS:

PLANTING PERIOD COMMON NAME MINIMUM LBS PER ACRE

1 NOV - 28 FEB COMMON BERMUDAGRASS 20

(UNHULLED)

1 MAR - 31 JUL COMMON BERMUDAGRASS 12

(HULLED)

15 MAR - 14 SEP BROWNTOP, PROSO OR GERMAN 50

(FOXTAIL) MILLET

1 MAY - 15 JUL PENSACOLA BAHIAGRASS 50

15 SEP - 14 JAN RYE GRAIN 112

15 JAN - 14 MAR SPRING OATS 128

FERTILIZER

FERTILIZER SHALL BE COMMERCIAL GRADE, FREE FLOWING, UNIFORMLY COMPOSED.

FERTILIZER SHALL BE BALANCED WITH THE INCLUSION OF TRACE MINERALS AND

MICRO NUTRIENTS.

SYNTHETIC, GRANULAR CONTROLLED RELEASE FERTILIZER CONTAINING

THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT OF PLANT FOOD NUTRIENTS:

10 PERCENT AVAILABLE NITROGEN

20 PERCENT AVAILABLE PHOSPHORUS

20 PERCENT AVAILABLE POTASSIUM

CONTROLLED RELEASE FERTILIZER, TO USE WITH HYDROSEEDING AND COMPOSED OF PILLS

COATED WITH PLASTIC RESIN TO PROVIDE A CONTINUOUS RELEASE OF NUTRIENTS FOR AT

LEAST 6 MONTHS AND CONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF

PLANT FOOD NUTRIENTS:

10 PERCENT AVAILABLE NITROGEN

20 PERCENT AVAILABLE PHOSPHORUS

20 PERCENT AVAILABLE POTASSIUM

HAY OR STRAW MULCH

MULCH SHALL BE FREE FROM NOXIOUS WEEDS, MOLD, AND OTHER DELETERIOUS

MATERIALS. MULCH MATERIALS SHALL BE NATIVE TO THE REGION. HAY OR

STRAW MULCH SHALL BE SPREAD UNIFORMLY AT THE RATE OF 2 TONS PER ACRE.

MULCH SHALL BE SPREAD BY HAND, BLOWER-TYPE MULCH SPREADER, OR OTHER

APPROVED METHOD. MULCHING SHALL BE STARTED ON THE WINDWARD SIDE OF

RELATIVELY FLAT AREAS OR ON THE UPPER PART OF STEEP SLOPES, AND

CONTINUED UNIFORMLY UNTIL THE AREA IS COVERED. THE MULCH SHALL NOT

BE BUNCHED OR CLUMPED. SUNLIGHT SHALL NOT BE COMPLETELY EXCLUDED

FROM PENETRATING TO THE GROUND SURFACE. ALL AREAS INSTALLED WITH SEED

SHALL BE MULCHED ON THE SAME DAY AS THE SEEDING. MULCH SHALL BE

ANCHORED IMMEDIATELY FOLLOWING SPREADING.

STRAW

STALKS FROM OATS, WHEAT, RYE, BARLEY, OR RICE. FURNISH IN AIR-DRY

CONDITION AND OF PROPER CONSISTENCY FOR PLACING WITH COMMERCIAL

MULCH BLOWING EQUIPMENT. STRAW SHALL CONTAIN NO FERTILE SEED.

HAY

HAY SHALL BE NATIVE HAY, SUDAN-GRASS HAY, BROOMSEDGE HAY, OR OTHER

HERBACEOUS MOWING. AIR-DRY CONDITION AND OF PROPER CONSISTENCY FOR

PLACING WITH COMMERCIAL MULCH BLOWING EQUIPMENT. HAY SHALL BE STERILE,

CONTAINING NO FERTILE SEED.

MECHANICAL ANCHOR

MECHANICAL ANCHOR SHALL BE A V-TYPE-WHEEL LAND PACKER; A SCALLOPED-

DISK LAND PACKER DESIGNED TO FORCE MULCH INTO THE OSIL SURFACE; OR

OTHER SUITABLE EQUIPMENT.

WOOD CELLULOSE FIBER

WOOD CELLULOSE FIBER SHALL BE APPLIED AS PART OF THE HYDROSEEDING

OPERATION. THE MULCH SHALL BE MIXED AND APPLIED IN ACCORDANCE WITH

THE MANUFACTURER’S RECOMMENDATIONS.

SOIL PREPARATION

SOIL IN SLOPES OF TO A MAXIMUM 3-HORIZONTAL-TO-1-VERTICAL SHALL BE

TILLED TO A MINIMUM 4 INCH DEPTH. ON SLOPES BETWEEN 3-HORIZONTAL-

TO-1-VERTICAL AND 1-HORIZONTAL-TO-1-VERTICLE, THE SOIL SHALL BE

TILLED TO A MINIMUM 2 INCH DEPTH BY SCARIFYING WITH HEAVY RAKES,

SPIKED TOOTH HARROW, CHISEL PLOWS, OR SIMILAR IMPLEMENTS, OR OTHER

SIMILAR METHOD. ROTOTILLERS SHALL BE USED WHERE SOIL CONDITIONS

AND LENGTH OF SLOPE PERMIT. ON SLOPES 1-HORIZONTAL-TO-1-VERTICLE

AND STEEPER, NO TILLAGE IS REQUIRED. DRAINAGE PATTERNS SHALL BE

MAINTAINED AS INDICATED ON DRAWINGS. AREAS COMPACTED BY CONSTRUCTION

OPERATIONS SHALL BE COMPLETELY PULVERIZED BY TILLAGE. THE

FERTILIZER MAY BE APPLIED DURING THIS PROCEDURE.

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PLATE

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D E S

C R

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A T E

A P P

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D E S

(6’ MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE)

GROUND LINE

L T

E R

F A

B R I

WIRE FABRIC

STEEL POST

MIN. 12.5 GA.

VERTICAL

WIRES

SEED & MULCH

& EROSION CONTROL MATTING

CLEAR AND GRUBB

M A

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

SHEET 4 OF 32

P-4

NEW DIKE (TYP.)

BORROW AREA LIMITS

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

D A p la n .d g n

BORING

AIWW DA-16-09-1-SS

NOTES:

1. FOR TYPICAL SECTIONS SEE PLATE P- 3.

2. FOR PROFILE SEE PLATES P-8 & P-9.

3. FOR CROSS SECTIONS SEE PLATES

P-10 THRU P-15.

P O

S A L

R E

P L A

N S T

S T

SITE PLAN NOTES:

1. TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY GREENHORNE & O’MARA

CONSULTING ENGINEERS. FIELD WORK PERFORMED IN APRIL 2008.

2. HORIZONTAL DATUM: NCGRID NAD83.

3. VERTICAL DATUM: NAVD 88.

4. ONE FOOT CONTOUR INTERVAL.

5. CLEARING AND GRUBBING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH

SECTION 31 11 00.10 CLEARING AND GRUBBING OF THE SPECIFICATIONS. SEE

PLATE P-3 FOR CLEARING LIMITS DETAIL. EXTREME CARE SHALL BE TAKEN BY

THE CONTRACTOR TO AVOID DISTURBANCE OF THE VEGETATIVE ROOT MAP ON TOP

AND SIDESLOPES OF THE EXISTING DIKE EMBANKMENT OUTSIDE THE LIMITS OF THE

NEW DIKE EMBANKMENT FOOTPRINT. OPERATION OF EQUIPMENT WITH TRACKS OR

WHEELS ON THE OUTSIDE SIDESLOPES OF THE EXISTING DIKE EMBANKMENT AT

DISPOSAL AREAS 16 & 19 FOR CLEARING PURPOSES WILL NOT BE ALLOWED.

6. PRIOR TO COMMENCEMENT OF WORK, TEMPORARY SILT FENCE SHALL BE

INSTALLED AS SHOWN ON THE PLAN OR AS DIRECTED BY THE CONTRACTING

OFFICER. SEE PLATE P-3 FOR TEMPORARY SILT FENCE DETAILS.

7. THE EXISTING SPILLWAY RISER(S) AND 36" CMP AND TIMBER PIPE SUPPORT

FRAMES SHALL BE REMOVED AND DISPOSED OF IN A PUBLIC OR PRIVATE LANDFILL.

THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW SPILLWAY RISER, STOPLOGS,

30" HDPE PIPE WITH SUPPORT FRAMES, AND WALKWAY IN ACCORDANCE WITH

SECTION 33 40 02 SPILLWAY SYSTEM OF THE SPECIFICATIONS AND AS SHOWN ON

THE PLANS.

8. UPON COMPLETION OF THE SPILLWAY RISER AND HDPE PIPE INSTALLATION, THE

DIKE EMBANKMENT SHALL BE REPAIRED IN ACCORDANCE WITH THE REQUIREMENTS

FOR THE NEW DIKE EMBANKMENT CONSTRUCTION PROVIDED IN SECTION 31 01 00

DIKE EMBANKMENT OF THE SPECIFICATIONS.

9. NEW DIKE EMBANKMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION

31 01 00 DIKE EMBANKMENT OF THE SPECIFICATIONS.

10. SEEDING SHALL BE IN ACCORDANCE WITH SECTION 32 92 19 SEEDING OF THE

SPECIFICATIONS.

11. THE CONTRACTOR SHALL GRADE THE INTERIOR OF THE DIKED AREA TO ASSURE

FREE DRAINAGE TO THE SPILLWAY RISER.

12. THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE USACE RIGHT-

OF-WAY.

13. FOR SEEDING REFER TO PLATE P-3.

WOODS LINE

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NUMBER

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D E S

C R

N D

A T E

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D E S

C H

D E S

C T

E F

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N T

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T E

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WOODS LINE

WOODS L

INE

WOODS LINE

WOODS L

INE

20’ 20’

20’

10’

15’

20’

15’

INV=9.47’

INV=7.43’

TOP WEIR=16.19’

TOP RISER=19.3’

ACCE

8’ CMP RISERS WITH

REMOVABLE WOODEN

SLATS AT WEIR

EL= 15.29’

TBM POINT

12" SPIKE SET

EL= 19.88’

TBM POINT

12" SPIKE SET

EL= 26.29’

TBM POINT

12" SPIKE SET

EL= 20.34’

N= 671761.68’

E=2779270.32’

N= 671690.09’

E=2779858.89’

N= 672045.25’

E=2779975.22’

N= 672167.62’

E=2779900.51’

BENCHMARK FOUND

TBM 4

RAIL SPIKE IN 6" SWEET GUM

ATLANTIC

INTRACOASTAL W

ATERWAY

WEST

SPILLWAY

ACCE

EL= 15.29’

N= 672167.62’

E=2779900.51’

BENCHMARK FOUND

TBM 4

RAIL SPIKE IN 6" SWEET GUM

ATLANTIC

INTRACOASTAL W

ATERWAY

AIWW DA-16-09-1-SS

AIWW DA-16-09-1A-SS

AIWW DA-16-09-13-SS

AIWW DA-16-09-2-SS

AIWW DA-16-09-12-SS

0+00

5+0

6+0

7+00

8+00

9+00

10+

11+

12+

13+

14+

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

91+00

92+00

92+80

P C .0

PT0+

90.08

PC1+

73.88

PT2

+28 .67

PC3

+36 .64

P T .7

P C .5

P T .2

P C .3

P T .0

P T .9

P C .1

P T .2

P C .3

P T .6

P C .7

P T .2

P C .0

P T .3

P O

E .7

P I0

PI2+

01.3

PI3+89.31

P I6

P I9

P I8

P I9

P.I. = 0+63.11

D = 114^35’29.61"

R = 50.00’

T = 63.11’

L = 90.08’

N 671534.37

E 2779124.07

P.I. = 2+01.30

D = 10^00’00.00"

R = 572.96’

T = 27.42’

L = 54.79’

N 671704.93

E 2779088.01

P.I. = 3+89.31

D = 114^35’29.61"

R = 50.00’

T = 52.68’

L = 81.15’

N 671884.36

E 2779031.73

P.I. = 6+76.39

D = 10^00’00.00"

R = 572.96’

T = 16.83’

L = 33.66’

N 671961.93

E 2779333.19

P.I. = 9+77.16

D = 10^00’00.00"

R = 572.96’

T = 18.85’

L = 37.69’

N 672019.65

E 2779628.39

P.I. = 84+34.18

D = 10^00’00.00"

R = 572.96’

T = 7.06’

L = 14.12’

N 671781.35

E 2779995.32

P.I. = 86+82.99

D = 10^00’00.00"

R = 572.96’

T = 18.63’

L = 37.25’

N 671718.61

E 2779754.55

P.I. = 89+86.00

D = 10^00’00.00"

R = 572.96’

T = 34.29’

L = 68.50’

N 671661.40

E 2779456.98

P.I. = 91+91.26

D = 10^00’00.00"

R = 572.96’

T = 37.17’

L = 74.24’

N 671598.86

E 2779261.39

P.I. = 92+79.76

N 671561.19

E 2779181.19

XXXX

X X

XX XX XX

XX XX

CL STA 84+08.66

REMOVE EXISTING

SPILLWAY & RISER

AND INSTALL NEW

SPILLWAY & RISER.

SEE PLATES P-16,

S-1 & S-2 FOR

DETAILS

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

NEW DIKE (TYP.)

BORROW AREA LIMITS

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

P-5

D A p la n .d g n

AIWW DA-16-09-1-SS

BORING

M A

SHEET 5 OF 32

P O

S A L

R E

P L A

N S T

S T

3. FOR CROSS SECTIONS SEE PLATES

P-10 THRU P-15.

4. FOR SEEDING DETAILS SEE PLATE P-3

5. FOR SITE PLAN NOTES SEE PLATE P-4.

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

SHOTS ALONG

EDGE OF CHANNEL

20’

10’

15’

20’

15’

STANDING WATER

UNDERDRAIN IN TOP OF BERM

TBM POINT

12" SPIKE SET

EL= 19.81’

TBM POINT

12" SPIKE SET

EL= 19.79’

TBM POINT

12" SPIKE SET

EL= 20.42’

TBM POINT

12" SPIKE SET

EL= 19.98’TBM POINT

12" SPIKE SET

EL= 20.43’

TBM POINT

12" SPIKE SET

EL= 19.67’

A C

C E

EDGE

PONDIN

N= 671799.35’

E=2780241.39’

N= 672227.03’

E=2780318.22’

N= 672329.20’

E=2780704.64’

N= 672417.15’

E=2781094.55’

N= 671928.62’

E=2780616.85’

E=2781011.06’

N= 671990.89’

STANDING WATER

W.S. EL. 14.0

WATER DEPTH APPROX. 2 FEET

WITH APPROXIMATELY 1 FOOT OF SEDIMENT

TBM POINT

12" SPIKE SET

EL= 20.42’

TBM POINT

12" SPIKE SET

EL= 19.98’TBM POINT

12" SPIKE SET

EL= 20.43’

TBM POINT

12" SPIKE SET

EL= 19.67’

A C

C E

EDGE

PONDIN

N= 672227.03’

E=2780318.22’

N= 672329.20’

E=2780704.64’

N= 672417.15’

E=2781094.55’

E=2781011.06’

N= 671990.89’

AIWW DA-16-09-3-SS

AIWW DA-16-09-14-AU

AIWW DA-16-09-11-SS

AIWW DA-16-09-4-SS

AIWW DA-16-09-15-SS

14+

15+00

16+00

17+0

18+

19+

20+

21+00

22+0

23+0

24+0

25+0

72+00

73+00

74+00 75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

P C .5

P T .6

P C .4

P T .9

P C .8

P T .0

P C .4

P T .2

P C .8

P T .4

P C .0

P T .7

P C .0

P T .6

P C .9

P T .5

P C .4

P T .1

C .1

P T .1

P C .0

P I1

P I2

P I7

P I8

P.I. = 14+44.13

D = 10^00’00.00"

R = 572.96’

T = 29.57’

L = 59.09’

N 672139.19

E 2780079.81

P.I. = 16+96.24

D = 10^00’00.00"

R = 572.96’

T = 34.79’

L = 69.49’

N 672178.30

E 2780328.92

P.I. = 20+62.48

D = 10^00’00.00"

R = 572.96’

T = 29.65’

L = 59.24’

N 672278.49

E 2780681.28

P.I. = 22+06.33

D = 10^00’00.00"

R = 572.96’

T = 16.92’

L = 33.83’

N 672303.35

E 2780823.02

P.I. = 72+38.14

D = 10^00’00.00"

R = 572.96’

T = 19.31’

L = 38.60’

N 672057.37

E 2781152.26

P.I. = 74+17.49

D = 28^38’52.40"

R = 200.00’

T = 19.41’

L = 38.69’

N 672022.60

E 2780976.30

P.I. = 74+91.37

D = 10^00’00.00"

R = 572.96’

T = 25.28’

L = 50.52’

N 672022.48

E 2780902.30

P.I. = 76+51.77

D = 10^00’00.00"

R = 572.96’

T = 33.85’

L = 67.63’

N 672008.08

E 2780742.51

P.I. = 78+43.31

D = 10^00’00.00"

R = 572.96’

T = 28.91’

L = 57.77’

N 671968.54

E 2780555.02

P.I. = 78+96.17

D = 10^00’00.00"

R = 572.96’

T = 14.02’

L = 28.03’

N 671952.46

E 2780504.61

P.I. = 82+92.54

D = 10^00’00.00"

R = 572.96’

T = 36.53’

L = 72.96’

N 671813.71

E 2780133.31

XX XX

M A

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

NEW DIKE (TYP.)

BORROW AREA LIMITS

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

P-6

D A p la n .d g n

AIWW DA-16-09-1-SS

BORING

M A

SHEET 6 OF 32

P O

S A L

R E

P L A

N S T

S T

3. FOR CROSS SECTIONS SEE PLATES

P-10 THRU P-15.

4. FOR SEEDING DETAILS SEE PLATE P-3

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

20’

0’

20’

10’

15’

20’

10’

20’

INV. 7.0’

INV. 10.0’

8’ CMP RISERS WITH

REMOVABLE WOODEN

SLATS AT WEIR

TOP RISER=19.50’

TOP WEIR=18.0’

EL= 11.86’ TBM POINT

12" SPIKE SET

EL= 19.96’

TBM POINT

12" SPIKE SET

EL= 19.54’

12" SPIKE SET

EL= 19.94’

TBM POINT

N= 672510.50’

E=2781482.39’

N= 672675.59’

E=2781795.78’

N= 672606.59’

E=2781870.64’

E=2781584.90’

N= 672115.86’

BENCHMARK FOUND

TBM 2

RAIL SPIKE IN 8" PINE

ATLANTIC

INTRACOASTAL W

ATERWAY

20’

EAST

SPILLWAY

INV. 10.0’

EL= 11.86’

TBM POINT

12" SPIKE SET

EL= 19.54’

12" SPIKE SET

EL= 19.94’

TBM POINT

N= 672510.50’

E=2781482.39’

N= 672675.59’

E=2781795.78’

E=2781584.90’

N= 672115.86’

BENCHMARK FOUND

TBM 2

RAIL SPIKE IN 8" PINE

20’

AIWW DA-16-09-10-SS

AIWW DA-16-09-9-SS

AIWW DA-16-09-5-SS

25+0

26+0

27+0

28+0

29+0

30+

31+

32+

33+

34+

35+

36+0

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

P C .7

P T .3

P C .2

P T .1

P C .3

P T .9

P C .9

T .4

P C .3

P T .4

P C .9

P T .2

P C .0

T .7

P C .1

P T .3

P C .9

P T .0

P C .4

P T .2

P C .0

P T .1

P I2

P I3

P I6

P I7

P.I. = 29+99.06

D = 10^00’00.00"

R = 572.96’

T = 10.28’

L = 20.56’

N 672486.13

E 2781594.40

P.I. = 33+98.20

D = 10^00’00.00"

R = 572.96’

T = 26.98’

L = 53.92’

N 672592.04

E 2781979.23

P.I. = 35+00.19

D = 10^00’00.00"

R = 572.96’

T = 36.81’

L = 73.52’

N 672628.23

E 2782074.63

P.I. = 60+73.27

D = 57^17’44.81"

R = 100.00’

T = 12.30’

L = 24.48’

N 672344.94

E 2782276.60

P.I. = 61+23.91

D = 57^17’44.81"

R = 100.00’

T = 10.59’

L = 21.10’

N 672341.20

E 2782225.97

P.I. = 62+67.61

D = 10^00’00.00"

R = 572.96’

T = 9.63’

L = 19.25’

N 672300.82

E 2782087.99

P.I. = 63+64.94

D = 57^17’44.81"

R = 100.00’

T = 11.88’

L = 23.66’

N 672270.35

E 2781995.55

P.I. = 64+11.95

D = 57^17’44.81"

R = 100.00’

T = 18.79’

L = 37.15’

N 672266.50

E 2781948.58

P.I. = 64+68.60

D = 57^17’44.81"

R = 100.00’

T = 13.62’

L = 27.08’

N 672241.50

E 2781897.26

P.I. = 67+13.41

D = 10^00’00.00"

R = 572.96’

T = 41.95’

L = 83.74’

N 672197.05

E 2781656.35

P.I. = 70+85.75

D = 10^00’00.00"

R = 572.96’

T = 57.74’

L = 115.10’

N 672076.84

E 2781303.80

XX XX

CL STA 61+92.26

REMOVE EXISTING

SPILLWAY & RISER

AND INSTALL NEW

SPILLWAY & RISER.

SEE PLATES P-16,

S-1 & S-2 FOR

DETAILS.

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

BORROW AREA LIMITS

NEW DIKE (TYP.)

P O

S A L

R E

P L A

N S T

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

P-7

D A p la n .d g n

M A

SHEET 7 OF 32

3. FOR CROSS SECTIONS SEE PLATES

P-10 THRU P-15.

4. FOR SEEDING DETAILS SEE PLATE P-3.

AIWW DA-16-09-1-SS

BORING

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

ACCESS

WOODS L

INE

WOODS

LIN

W O

ACCESS

WOODS L

INE

WOODS

LIN

W O

25’

20’

25’

10’

15’

20’

25’

EL= 21.22’

EL= 20.56’

TBM POINT

12" SPIKE SET

EL= 27.27’

TBM POINT

12" SPIKE SET

EL= 24.69’

TBM POINT

N= 672717.26’

E=2782456.42’

N= 672808.04’

E=2783000.32’

N= 672935.56’

E=2783259.05’

N= 672643.37’

E=2783381.08’

ALUMINUM DISK FOUND

MARKED "GPS-4"

"MA ENGINEERING

CONSULTANTS INC."

ALUMINUM DISK FOUND

MARKED "GPS-3"

"MA ENGINEERING

CONSULTANTS INC."

EL= 21.22’

EL= 20.56’

TBM POINT

12" SPIKE SET

EL= 27.27’

TBM POINT

12" SPIKE SET

EL= 24.69’

TBM POINT

N= 672717.26’

E=2782456.42’

N= 672808.04’

E=2783000.32’

N= 672935.56’

E=2783259.05’

N= 672643.37’

E=2783381.08’

ALUMINUM DISK FOUND

MARKED "GPS-4"

"MA ENGINEERING

CONSULTANTS INC."

ALUMINUM DISK FOUND

MARKED "GPS-3"

"MA ENGINEERING

CONSULTANTS INC."

AIWW DA-16-09-6-SS

AIWW DA-16-09-8-SS

AIWW DA-16-09-16-SS AIWW DA-16-09-7-SS

36+0

37+0

38+0

39+0

40+

41+

42+0

43+0

44+0

46+0

47+00

51+00

52+00

53+00

54+00

55+00

56+00

57+00 58+00

59+00

60+00

P C .5

P T .4

P C .2

P T .3

P C .1

P T .1

P C .0

P T .7

P C .9

P T .6

P C .8

P T .6

P C .5

PT47+70.20

PC47+97.82

PT49+09.35

PC49+30.73

P T .5

P C .0

P T .5

P C .0

P T .5

P C .8

P T .7

P C .3

P T .1

P I3

P I4

+0 8.

P I5

P.I. = 37+35.46

D = 10^00’00.00"

R = 572.96’

T = 2.94’

L = 5.87’

N 672682.89

E 2782303.57

P.I. = 39+68.30

D = 10^00’00.00"

R = 572.96’

T = 22.07’

L = 44.11’

N 672734.63

E 2782530.58

P.I. = 41+68.65

D = 10^00’00.00"

R = 572.96’

T = 27.52’

L = 55.01’

N 672794.06

E 2782721.94

P.I. = 42+88.94

D = 10^00’00.00"

R = 572.96’

T = 0.84’

L = 1.68’

N 672818.56

E 2782839.75

P.I. = 44+68.37

D = 28^38’52.40"

R = 200.00’

T = 19.43’

L = 38.75’

N 672854.59

E 2783015.53

P.I. = 45+43.33

D = 28^38’52.40"

R = 200.00’

T = 20.45’

L = 40.76’

N 672883.54

E 2783084.80

P.I. = 47+27.71

D = 76^23’39.74"

R = 75.00’

T = 68.16’

L = 110.65’

N 672918.77

E 2783265.93

P.I. = 48+53.76

D = 10^00’00.00"

R = 572.96’

T = 55.94’

L = 111.53’

N 672773.28

E 2783308.97

P.I. = 50+08.97

D = 57^17’44.81"

R = 100.00’

T = 78.24’

L = 132.79’

N 672618.39

E 2783323.41

P.I. = 52+87.32

D = 10^00’00.00"

R = 572.96’

T = 33.26’

L = 66.44’

N 672518.84

E 2783038.24

P.I. = 55+34.28

D = 10^00’00.00"

R = 572.96’

T = 24.28’

L = 48.52’

N 672464.95

E 2782797.15

P.I. = 56+88.23

D = 28^38’52.40"

R = 200.00’

T = 37.35’

L = 73.84’

N 672418.77

E 2782650.26

P.I. = 58+12.83

D = 22^55’05.92"

R = 250.00’

T = 48.49’

L = 95.78’

N 672426.87

E 2782525.08

PI48+53.76

XX XX XX XX

X X

XXX

X X

CL STA 61+92.26

p ro fi le s .d g n

SCALE IN FEET

060120 60 120 180

HORIZONTAL SCALE: 1" = 60’

SCALE IN FEET

0510 10 20

VERTICAL SCALE: 1" = 5’

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00

TOP OF NEW DIKE EL. 25.0’

L E

V A

N I

N F

E E

T E

L E

V A

N I

N F

E E

T E

L E

V A

N I

N F

E E

E L

E V

A T

N I

N F

E E

T E

L E

V A

N I

N F

E E

T E

L E

V A

N I

N F

E E

STATIONING ALONG CENTERLINE

EXISTING GROUND ALONG CENTERLINE

TOP OF NEW DIKE EL. 25.0’

P O

S A L

R E

P R

O F

E S T

P-8

SHEET 8 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

N p ro fi le s .d g n

SCALE IN FEET

060120 60 120 180

HORIZONTAL SCALE: 1" = 60’

SCALE IN FEET

0510 10 20

VERTICAL SCALE: 1" = 5’

TOP OF NEW DIKE EL. 25.0’

P-9

SHEET 9 OF 32

P O

S A L

R E

P R

O F

E S T

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00

64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00

STATIONING ALONG CENTERLINE

E L

E V

A T

N I

N F

E E

T E

L E

V A

N I

N F

E E

T E

L E

V A

N I

N F

E E

E L

E V

A T

N I

N F

E E

T E

L E

V A

N I

N F

E E

E L

E V

A T

N I

N F

E E

EXISTING GROUND ALONG CENTERLINE

92+79.76

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

020 10 10 20 30

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

P-10

SHEET 10 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

0 25 50 75 100-25-50-75-100

0+00

0 25 50 75 100-25-50-75-100

1+00

0 25 50 75 100-25-50-75-100

2+00

0 25 50 75 100-25-50-75-100

3+00

0 25 50 75 100-25-50-75-100

4+00

0 25 50 75 100-25-50-75-100

5+00

0 25 50 75 100-25-50-75-100

6+00

0 25 50 75 100-25-50-75-100

7+00

0 25 50 75 100-25-50-75-100

8+00

0 25 50 75 100-25-50-75-100

9+00

0 25 50 75 100-25-50-75-100

10+00

0 25 50 75 100-25-50-75-100

11+00

0 25 50 75 100-25-50-75-100

12+00

0 25 50 75 100-25-50-75-100

13+00

0 25 50 75 100-25-50-75-100

14+00

0 25 50 75 100-25-50-75-100

15+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

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G T

O N

N O

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D A T E

R E

D R

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PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

TOP OF NEW DIKE

EL. 25.0’

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

FILLET (TYP)

FOR DRAINAGE

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

A 1+

P-11

SHEET 11 OF 32

C H

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C T

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A T L A

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O A S T

T E

R W

A Y

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H E

P O

S A L

R E

A S

H Y

M L

U N

N O

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J A

D C

0 25 50 75 100-25-50-75-100

16+00

0 25 50 75 100-25-50-75-100

17+00

0 25 50 75 100-25-50-75-100

18+00

0 25 50 75 100-25-50-75-100

19+00

0 25 50 75 100-25-50-75-100

20+00

0 25 50 75 100-25-50-75-100

21+00

0 25 50 75 100-25-50-75-100

22+00

0 25 50 75 100-25-50-75-100

23+00

0 25 50 75 100-25-50-75-100

24+00

0 25 50 75 100-25-50-75-100

25+00

0 25 50 75 100-25-50-75-100

26+00

0 25 50 75 100-25-50-75-100

27+00

0 25 50 75 100-25-50-75-100

28+00

0 25 50 75 100-25-50-75-100

29+00

0 25 50 75 100-25-50-75-100

30+00

0 25 50 75 100-25-50-75-100

31+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

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G T

O N

N O

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D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

FILLET (TYP)

FOR DRAINAGE

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

P-12

SHEET 12 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

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R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

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J A

D C

0 25 50 75 100-25-50-75-100

32+00

0 25 50 75 100-25-50-75-100

33+00

0 25 50 75 100-25-50-75-100

34+00

0 25 50 75 100-25-50-75-100

35+00

0 25 50 75 100-25-50-75-100

36+00

0 25 50 75 100-25-50-75-100

37+00

0 25 50 75 100-25-50-75-100

38+00

0 25 50 75 100-25-50-75-100

39+00

0 25 50 75 100-25-50-75-100

40+00

0 25 50 75 100-25-50-75-100

41+00

0 25 50 75 100-25-50-75-100

42+00

0 25 50 75 100-25-50-75-100

43+00

0 25 50 75 100-25-50-75-100

44+00

0 25 50 75 100-25-50-75-100

45+00

0 25 50 75 100-25-50-75-100

46+00

0 25 50 75 100-25-50-75-100

47+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

P-13

SHEET 13 OF 32

C H

D E S

C T

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A T L A

N T

T R

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O A S T

T E

R W

A Y

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H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

0 25 50 75 100-25-50-75-100

48+00

0 25 50 75 100-25-50-75-100

49+00

0 25 50 75 100-25-50-75-100

50+00

0 25 50 75 100-25-50-75-100

51+00

0 25 50 75 100-25-50-75-100

52+00

0 25 50 75 100-25-50-75-100

53+00

0 25 50 75 100-25-50-75-100

54+00

0 25 50 75 100-25-50-75-100

55+00

0 25 50 75 100-25-50-75-100

56+00

0 25 50 75 100-25-50-75-100

57+00

0 25 50 75 100-25-50-75-100

58+00

0 25 50 75 100-25-50-75-100

59+00

0 25 50 75 100-25-50-75-100

60+00

0 25 50 75 100-25-50-75-100

61+00

0 25 50 75 100-25-50-75-100

62+00

0 25 50 75 100-25-50-75-100

63+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

FILLET (TYP)

FOR DRAINAGE

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

P-14

SHEET 14 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

0 25 50 75 100-25-50-75-100

64+00

0 25 50 75 100-25-50-75-100

65+00

0 25 50 75 100-25-50-75-100

66+00

0 25 50 75 100-25-50-75-100

67+00

0 25 50 75 100-25-50-75-100

68+00

0 25 50 75 100-25-50-75-100

69+00

0 25 50 75 100-25-50-75-100

70+00

0 25 50 75 100-25-50-75-100

71+00

0 25 50 75 100-25-50-75-100

72+00

0 25 50 75 100-25-50-75-100

73+00

0 25 50 75 100-25-50-75-100

74+00

0 25 50 75 100-25-50-75-100

75+00

0 25 50 75 100-25-50-75-100

76+00

0 25 50 75 100-25-50-75-100

77+00

0 25 50 75 100-25-50-75-100

78+00

0 25 50 75 100-25-50-75-100

79+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

FILLET (TYP)

FOR DRAINAGE

P O

S A L

R E

C R

O S S

S E

C T

N S

S T

P-15

SHEET 15 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

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H E

P O

S A L

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A S

H Y

M L

U N

N O

R O

J A

D C

0 25 50 75 100-25-50-75-100

80+00

0 25 50 75 100-25-50-75-100

81+00

0 25 50 75 100-25-50-75-100

82+00

0 25 50 75 100-25-50-75-100

83+00

0 25 50 75 100-25-50-75-100

84+00

0 25 50 75 100-25-50-75-100

85+00

0 25 50 75 100-25-50-75-100

86+00

0 25 50 75 100-25-50-75-100

87+00

0 25 50 75 100-25-50-75-100

88+00

0 25 50 75 100-25-50-75-100

89+00

0 25 50 75 100-25-50-75-100

90+00

0 25 50 75 100-25-50-75-100

91+00

0 25 50 75 100-25-50-75-100

92+00

EXISTING

GROUND

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

PROFILE - WEST SPILLWAY

PROFILE - EAST SPILLWAY

STA. 61+86

STA. 84+14

SCALE IN FEET

020 20 3010 10

HORIZONTAL & VERTICAL SCALE: 1" = 10’

D A s p ill w a y s .d g n

E L

E V

A T

N E

L E

V A

P O

S A L

R E

S P

L W

A Y

R O

E S

P-16

SHEET 16 OF 32

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

WALKWAY

SEE PLATE S-1 FOR DETAILS

X-BRACING

EL. 23.0’

EL. 11.0’

-5

-10

-15

-20

0+00 1+00 2+00

-5

-10

-15

-20

0+00 1+00 2+00

EXISTING GROUND

EXISTING TOP OF DIKE

EL 20.0’+/-

EXISTING GROUND

EXISTING TOP OF DIKE

EL 20.0’+/-

EL. 7.0’

EL. 7.43’

WALKWAY

SEE PLATE S-1 FOR DETAILS

EL. -3.21’ NAV ’88

TOP OF DIKE RAISE

EL 25.0’

EL. 11.0’

EL. 23.0’

NEW SPILLWAY RISER

SEE PLATE S-1 FOR DETAILS

> DIKE ALIGNMENT

TOP OF DIKE RAISE

EL 25.0’

NEW SPILLWAY RISER

SEE PLATE S-1 FOR DETAILS

> DIKE ALIGNMENT

NEW 30" HDPE 220 LF +/-

TIMBER PIPE SUPPORT

FRAMES SEE PLATE S-1

TIMBER PIPE SUPPORT

FRAMES SEE PLATE S-1

NEW 30" HDPE 215 LF +/-

4 TIMBER PIPE SUPPORT

FRAMES @ 8’ MAX SPAN

EL. -3.21’ NAV ’88

6 TIMBER PIPE SUPPORT FRAMES

@ 8’ MAX SPAN

X-BRACING

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

P I

P C

P T

P C

P O

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

PI 37+37.19

PT 3

6+45

.55

PC 3

5+66

.55

PC 3

6+47

.66

36+06

.05

P I

P T

PT 3

4+70

.82 P C

P T

P I

P C

P T

P C

P I

P T

P C

P I

15’

5’

10’

15’

6" PINE

TREE LINE

EDGE OF

WATER (TYP.)

CONTROL POINT

12" SPIKE

N= 667806.63’

E=2763259.44’

EL= 22.15’

CONTROL POINT

IRON ROD FOUND

N= 667678.57’

E=2763658.92’

EL= 18.23’

TBM

ALUMINUM DISK FOUND

MARKED "GPS-2 MA ENGINEERING

CONSULTANTS, INC."

N= 667985.64’

E=2763019.50’

EL= 18.83’

TBM

ALUMINUM DISK FOUND

MARKED "GPS-1 MA ENGINEERING

CONSULTANTS, INC."

N= 668145.49’

E=2763695.40’

EL= 18.75’

TBM

RAILROAD SPIKE IN

BASE OF 18" PINE

N= 667517.54’

E=2763295.72’

EL= 7.80’

CONTROL POINT

�" REBAR

N= 667599.56’

E=2763397.04’

EL= 18.98’

PILE OF

CONCRETE

SLABS

CONTROL POINT

�" REBAR

N= 667588.97’

E=2763117.99’

EL= 19.36’

SOIL E

NTRANCE

DRIVE

ATLANTIC

TRACOASTAL

WATERWAY

AIWW DA-19-09-2-SS

AIWW DA-19-09-1-SS AIWW DA-19-09-9-AU

AIWW DA-19-09-8-SS

W D

A -1

-0

-3 -S

M A

SHEET 17 OF 32

NEW DIKE (TYP.)

BORROW AREA LIMITS

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

P-17

P.I.= 43+63.03

Delta= 1^58’33.33"

D= 10^16’07.82"

R= 557.96’

T= 9.62’

L=19.24’

N= 668130.06

E= 2763688.86

P.I.= 31+52.79

6^57’34.19"

D= 4^56’07.42"

R= 1160.92’

T= 70.59’

L=141.01’

N= 667620.00

E= 2763370.57

P.I.= 33+90.47

83^21’39.16"

D= 40^15’26.28"

R= 142.32’

T= 126.72’

L=207.07’

N= 667591.99

E= 2763134.37

P.I.= 36+06.05

Delta= 0^47’31.19"

D= 1^00’09.45"

R= 5714.58’

T= 39.50’

L=78.99’

N= 667846.81

E= 2763073.65

P.I.= 29+15.55

4^01’26.22"

D= 2^58’35.84"

R= 1924.86’

T= 67.62’

L=135.19’

N= 667676.30

E= 2763601.09

P.I.= 26+69.70

Delta= 1^49’15.84"

D= 1^00’09.45"

R= 5714.58’

T= 90.82’

L=181.63’

N= 667751.24

E= 2763835.25

P.I.= 42+47.16

Delta= 0^39’54.97"

D= 0^30’02.36"

R= 11444.16’

T= 66.44’

L=132.88’

N= 668100.91

E= 2763576.72

P.I.= 44+14.40

Delta= 0^05’29.34"

D= 0^30’02.36"

R= 11444.16’

T= 9.14’

L=18.27’

N= 668144.69

E= 2763738.11

P.I.= 45+63.04

0^55’42.24"

N= 668187.25

E= 2763880.52

P.I.= 37+37.19

91^53’37.07"

D= 66^08’46.83"

R= 86.62’

T= 89.53’

L=138.92’

N= 667973.95

E= 2763041.50

P.I.= 38+33.44

Delta= 1^14’32.14"

D= 2^00’37.90"

R= 2849.79’

T= 30.90’

L=61.79’

N= 668003.01

E= 2763174.75

P.I.= 40+81.79

Delta= 0^21’46.35"

D= 0^30’02.36"

R= 11444.16’

T= 36.24’

L=72.48’

N= 668061.16

E= 2763416.20

P.I.= 0+74.14

0^03’44.55"

D= 0^29’57.65"

R= 11474.16’

T= 6.25’

L=12.49’

N= 668207.33

E= 2763951.89M A

30’

D A p la n 1.

d g n

P L A

P O

S A L

R E

S T

D S T

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

AIWW DA-19-09-2-SS

BORING

1. FOR TYPICAL SECTIONS SEE PLATE P-3.

2. FOR PROFILE SEE PLATE P-19.

3. FOR CROSS SECTIONS SEE PLATES

P-20 THRU P-22.

4. FOR SEEDING DETAILS SEE PLATE P-3.

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N G

E E

R S

G T

O N

N O

R O

D A T E

R E

D R

A W

D E

PLATE

NUMBER

S Y

M B

O L

D E S

C R

N D

A T E

A P P

R O

V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

R W

A Y

N O

R T

H E

P O

S A L

R E

A S

H Y

M L

U N

N O

R O

J A

D C

P T

P C

P T

P I

P T

P C

P T

P C

P I

P C

P T

P C

P T

+3 3.

+5 7.

P C

12+22

.35

PT 12+98.20

PI 13+24.74

P T

P I

P C

PC 1

4+07

.08

PT 1

4+05

.97

PC 13

+62.

PC 13+02.78

PI 12

+93.8

P C

P I

P T

P I

PT 13

+46.

PI 14+56.52

PC 12+89.48

PT 12+86.98

PI 1

3+84.

P I

P C

P T

P C

P T

P C

P T

P I

20’

15’

5’

10’

15’

10’

5’

6" PINE

" C

M P

TREE LINE

EDGE OF

WATER (TYP.)

36" CMP

OUTLET STRUCTURE

INV=9.5’

CONTROL POINT

12" SPIKE

N= 667786.87’

E=2764017.16’

EL= 17.75’

CONTROL POINT

12" SPIKE

N= 667901.75’

E=2764492.07’

EL= 18.79’

CONTROL POINT

12" SPIKE

N= 668188.60’

E=2765026.86’

EL= 20.89’

CONTROL POINT

12" SPIKE

N= 668398.06’

E=2764715.91’

EL= 19.04’

CONTROL POINT

12" SPIKE

N= 668186.00’

E=2764574.12’

EL= 26.77’

INV=-5.5’

ATLANTIC

TRACOASTAL

WATERWAY

TBM

RAILROAD SPIKE IN

BASE OF 15" SWEET GUM

N= 668068.71’

E=2765186.29’

EL= 9.62’

CONTROL POINT

�" REBAR

N= 667957.90’

E=2764777.88’

EL= 19.04’

TBM

RAILROAD SPIKE IN

BASE OF 18" PINE

N= 667752.42’

E=2764202.27’

EL= 10.45’

SOIL E

NTRANCE

DRIVE

AIWW DA-19-09-7-SS

W D

A- -09 -11 -A

AIWW DA-19-09-4-SS

AIWW DA-19-09-5-SS

AIWW DA-19-09-6-SS

AIWW DA-19-09-12-SS

W D

A -1

-0

-3 -S

AIW

W D

A-1 9-09

-10-

M A

SHEET 18 OF 32

NEW DIKE (TYP.)

BORROW AREA LIMITS

SCALE IN FEET

SCALE: 1" = 50’

100 50 50 100 150

P-18

P.I.= 16+86.86

3^14’26.60"

D= 0^59’50.60"

R= 5744.58’

T= 162.50’

L=324.92’

N= 667984.99

E= 2764789.64

P.I.= 5+22.89

Delta= 0^07’26.98"

D= 0^30’02.36"

R= 11444.16’

T= 12.40’

L=24.80’

N= 668314.37

E= 2764387.53

P.I.= 20+11.17

Delta= 2^23’46.44"

D= 10^16’07.82"

R= 557.96’

T= 11.67’

L=23.34’

N= 667912.58

E= 2764473.52

P.I.= 7+27.12

Delta= 1^08’57.25"

D= 0^30’02.36"

R= 11444.16’

T= 114.78’

L=229.55’

N= 668356.19

E= 2764587.43

P.I.= 14+56.52

85^48’27.02"

D= 107^42’16.31"

R= 53.20’

T= 49.44’

L=79.67’

N= 668057.56

E= 2765028.41

P.I.= 15+01.01

0^00’00.00"

N= 668039.04

E= 2764967.46

P.I.= 13+24.74

Delta= 4^30’25.57"

D= 10^16’07.82"

R= 557.96’

T= 21.96’

L=43.89’

N= 668187.01

E= 2765003.99

P.I.= 19+45.39

3^46’13.72"

D= 4^56’07.42"

R= 1160.92’

T= 38.21’

L=76.40’

N= 667923.89

E= 2764538.35

P.I.= 21+87.88

Delta= 1^22’11.27"

D= 1^00’09.45"

R= 5714.58’

T= 68.31’

L=136.62’

N= 667874.96

E= 2764300.86

P.I.= 24+10.10

Delta= 2^15’52.75"

D= 1^00’09.45"

R= 5714.58’

T= 112.95’

L=225.87’

N= 667822.48

E= 2764084.92

P.I.= 12+22.35

6^23’10.27"

D= 4^56’07.42"

R= 1160.92’

T= 64.76’

L=129.40’

N= 668288.25

E= 2764988.79

P.I.= 12+93.85

6^55’02.36"

D= 79^15’06.84"

R= 72.30’

T= 4.37’

L=8.73’

N= 668217.85

E= 2765001.99

P.I.= 13+84.04

Delta= 4^30’25.57"

D= 10^16’07.82"

R= 557.96’

T= 21.96’

L=43.89’

N= 668128.29

E= 2765012.45

P.I.= 10+91.97

85^57’49.16"

D= 79^15’06.84"

R= 72.30’

T= 67.37’

L=108.47’

N= 668438.06

E= 2764942.98 P.I.= 1+26.00

0^18’10.97"

D= 0^29’57.65"

R= 11474.16’

T= 30.34’

L=60.69’

N= 668221.31

E= 2764001.83

P.I.= 2+54.09

1^21’57.85"

D= 0^59’50.60"

R= 5744.58’

T= 68.49’

L=136.96’

N= 668255.21

E= 2764125.36

P.I.= 3+74.28

2^17’07.62"

D= 2^58’35.84"

R= 1924.86’

T= 38.40’

L=76.78’

N= 668284.24

E= 2764241.99

M A

30’

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

AIWW DA-19-09-7-SS

BORING

P L A

P O

S A L

R E

S T

D A p la n .d g n

CL STA 24+90.65

REMOVE EXISTING

SPILLWAY & RISER

AND INSTALL NEW

SPILLWAY & RISER

SEE PLATES P-23,

S-1 & S-2

2. FOR PROFILE SEE PLATE P-19.

3. FOR CROSS SECTIONS SEE PLATES

P-20 THRU P-22.

4. FOR SEEDING DETAILS SEE PLATE P-3.

SHEET OF

D E S

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P-19

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SHEET 19 OF 32

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PLATE

NUMBER

S Y

M B

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D E S

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A T E

A P P

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P V I

E l e v

Grade = 0.00

TOP OF NEW DIKE EL. 23.0

TOP OF NEW DIKE EL. 23.O

-5

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50

-5

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50

-5

38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00

-5

12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50

P V I

EXISTING GROUND ALONG CENTERLINE

D A p ro fi le .d g n

SCALE IN FEET

020 10 10 20 30

VERTICAL SCALE: 1" = 10’

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

VERTICAL SCALE: 1" = 10’

0 25 50 75 100-25-50-75-100

0+00

0 25 50 75 100-25-50-75-100

1+00

0 25 50 75 100-25-50-75-100

2+00

0 25 50 75 100-25-50-75-100

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11+00

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12+00

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13+00

0 25 50 75 100-25-50-75-100

14+00

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15+00

0 25 50 75 100-25-50-75-100

16+00

0 25 50 75 100-25-50-75-100

17+00

0 25 50 75 100-25-50-75-100

18+00

0 25 50 75 100-25-50-75-100

19+00

TOP OF NEW DIKE

EL. 23.0’

EXISTING

GROUND

FILLET

(TYP)

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

C H

D E S

C T

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SHEET 20 OF 32

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VERTICAL SCALE: 1" = 10’

0 25 50 75 100-25-50-75-100

20+00

0 25 50 75 100-25-50-75-100

21+00

0 25 50 75 100-25-50-75-100

22+00

0 25 50 75 100-25-50-75-100

23+00

0 25 50 75 100-25-50-75-100

24+00

0 25 50 75 100-25-50-75-100

25+00

0 25 50 75 100-25-50-75-100

26+00

0 25 50 75 100-25-50-75-100

27+00

0 25 50 75 100-25-50-75-100

28+00

0 25 50 75 100-25-50-75-100

29+00

0 25 50 75 100-25-50-75-100

30+00

0 25 50 75 100-25-50-75-100

31+00

0 25 50 75 100-25-50-75-100

32+00

0 25 50 75 100-25-50-75-100

33+00

0 25 50 75 100-25-50-75-100

34+00

0 25 50 75 100-25-50-75-100

35+00

0 25 50 75 100-25-50-75-100

36+00

0 25 50 75 100-25-50-75-100

37+00

0 25 50 75 100-25-50-75-100

38+00

0 25 50 75 100-25-50-75-100

39+00

TOP OF NEW DIKE

EL. 23.0’

EXISTING

GROUND

FILLET

(TYP)

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

C H

D E S

C T

E F

A T L A

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T R

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SHEET 21 OF 32

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A R

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PLATE

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M B

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A T E

A P P

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VERTICAL SCALE: 1" = 10’

D A x s e c ts .d g n

0 25 50 75 100-25-50-75-100

40+00

0 25 50 75 100-25-50-75-100

41+00

0 25 50 75 100-25-50-75-100

42+00

0 25 50 75 100-25-50-75-100

43+00

0 25 50 75 100-25-50-75-100

44+00

0 25 50 75 100-25-50-75-100

45+00

0 25 50 75 100-25-50-75-100

TOP OF NEW DIKE

EL. 23.0’

EXISTING

GROUND

45+63.04

C R

O S S

S E

C T

N S

P O

S A L

R E

S T

SCALE IN FEET

HORIZONTAL SCALE: 1" = 50’

100 50 50 100 150

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

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P-22

SHEET 22 OF 32

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EL. 5.5

5 TIMBER PIPE SUPPORT

FRAMES @ 8’ MAX. SPAN

> NEW DIKE

ALIGNMENT

EXISTING

GROUND

WALKWAY. SEE

PLATE S-1 FOR

DETAILS

X-BRACING

TYP.

NEW SPILLWAY

RISER. SEE

PLATE S-1 FOR

DETAILS

EL. 21.0

EL. 9.0

TOP OF DIKE

RAISE

EL. 23.0’ 30

-10

-20

1+000+00-1+00

-10

-20

E L

E V

A T I

O N

E T

E L

E V

A T I

O N

E T

DISTANCE IN FEET

SCALE IN FEET

020 20 3010 10

HORIZONTAL & VERTICAL SCALE: 1" = 10’

-1+60

PROFILE SPILLWAY

STATION 24+90.65

D A s p ill w a y .d g nNEW 30" HDPE

PIPE.

202’+/-

(SEE NOTE)

EL. 0.0 NAVD ’88

-1+33.6

NOTE: EXTEND PIPE TO WHERE

BOTTOM OF WATER WAY IS

EL.-3.21 NAVD ’88

68.4

X-BRACING

EL. -3.21 NAVD ’88

C H

D E S

C T

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SHEET 23 OF 32

P O

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P-23

10’

5’

10’

5’

10’

5’

10’

0’

5’

10’

5’

10’

0’

5’

10’ 10’

10’

5’

0’

" S

E=2

.9 7’

EL=

" S

1.5 2’

E=2

.8 4’

EL=

.5 2’

" S

E=2 .3 7’

EL=

.13

" S

E=2

.2 6’

EL=

" S

E=2

.5 7’

EL=

" S

E=2

.70

EL=

" S

E=2

.5 0’

EL=

" S

E=2

.0 7’

EL=

INV=4.2’

BENCHMARK

E=2 .8 3’

EL=

9’MONUMENT

G R

A V E

O A

TOP OF CMP

RISER=14.4’

BENCHMARK

" S

1.8 7’

E=2

.2 4’

EL=

V= 3.

5’

" C

MPEXI

36" CMP

EXIST

EDGE

WAT

ERWAY

ATLANTIC INTRACOASTAL WATERWAY

HOBUCKEN LAND CUT - RANGE 5

SR 33

EL=

E=2

.79

" S

KE53

BENCHMARK

AIWW DA-21-09-7-SS

A I

A U

A I

S S

A I

S S

AIWW DA-21-09-11-AU

AIWW DA-21-09-5-SS

POB0

PC1

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

PT4

3+4

PC4

4+0

PT4

4+4

POE4

4+8

P I

+2 8.

E V

B C D

E F G H

D E S

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PLATE

NUMBER

S Y

M B

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D E S

C R

N D

A T E

A P P

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V E

D E S

C H

D E S

C T

E F

A T L A

N T

T R

A C

O A S T

T E

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H E

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S A L

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D C

BORROW AREA

BORROW AREA LIMITS

0 50 50 100FT

SCALE: 1’’= 50’

NEW DIKE CENTERLINE

MAJOR CONTOUR

LEGEND

MINOR CONTOUR

NEW DIKE RAISE

TEMPORARY SILT FENCE

CONSTRUCTION LIMITS

BENCHMARK

P O

S A L

R E

P L A

N S T

S T

P-24

M A

N E

T A

S E

L A

T E

AIWW DA-21-09-12-AU

BORING

D A 1p la n 1-b .d g n

P.I. = 39+55.27

DEL = 3^35’53.35"RT

D = 5^41’24.13"

R = 1006.95’

T = 31.63’

L = 63.24’

N = 555593.57

E = 2717464.66

P.I. = 2+43.92

DEL = 117^52’24.73"RT

D = 109^39’58.47"

R = 52.25’

T = 86.73’

L = 107.48’

N = 556226.56

E = 2717654.31

P.I. = 4+10.56

DEL = 6^13’27.10"LT

D = 6^19’20.68"

R = 906.23’

T = 49.27’

L = 98.45’

N = 556002.39

E = 2717716.41

P.I. = 5+31.50

DEL = 5^03’00.71"RT

D = 5^41’24.13"

R = 1006.95’

T = 44.41’

L = 88.76’

N = 555889.93

E = 2717761.18

P.I. = 6+81.82

DEL = 2^36’47.74"LT

D = 3^00’59.70"

R = 1899.36’

T = 43.32’

L = 86.63’

N = 555745.86

E = 2717804.29

P.I. = 36+35.58

DEL = 6^37’31.72"LT

D = 17^00’52.08"

R = 336.75’

T = 19.49’

L = 38.94’

N = 555292.70

E = 2717571.85

P.I. = 37+15.36

DEL = 5^11’36.33"RT

D = 6^10’45.19"

R = 927.23’

T = 42.05’

L = 84.05’

N = 555366.18

E = 2717540.67

P.I. = 38+34.71

DEL = 3^54’46.57"RT

D = 20^13’18.33"

R = 283.34’

T = 9.68’

L = 19.35’

N = 555479.88

E = 2717504.18

P.I. = 38+76.23

DEL = 8^03’37.16"LT

D = 19^57’14.06"

R = 287.14’

T = 20.23’

L = 40.39’

N = 555520.20

E = 2717494.21

P.I. = 42+15.93

DEL = 0^44’12.46"RT

D = 2^14’26.73"

R = 2556.98’

T = 16.44’

L = 32.88’

N = 555841.01

E = 2717382.61

P.I. = 43+17.21

DEL = 62^59’38.12"RT

D = 107^44’32.87"

R = 53.18’

T = 32.58’

L = 58.47’

N = 555937.54

E = 2717351.98

P.I. = 44+28.35

DEL = 1^15’23.09"RT

D = 2^59’00.94"

R = 1920.36’

T = 21.06’

L = 42.11’

N = 556020.30

E = 2717435.87

M A

N E

T A

S E

L A

T E

SHEET 24 OF 32

2. FOR PROFILE SEE PLATE P-26.

3. FOR CROSS SECTIONS SEE PLATES P-27 THRU P-29.

4. FOR SEEDING DETAILS SEE PLATE P-3.

5. FOR SITE PLAN NOTES SEE PLATE P-4.

WOODS LINE

> STA 3+10.34

REMOVE EXISTING

SPILLWAY & RISER

AND INSTALL NEW

SPILLWAY & RISER

SEE PLATES P-30, S-1

& S-2

" S

E=2

.79

EL=

1.7 2’

BENCHMARK

10’

5’

10’

5’

10’

5’

10’

5’

10’

5’

10’

5’

0’

5’

10’

5’

5’ 10’

5’

10’

5’

10’

0’

" S

E=2 .17

EL=

" S

E=2

.0 4’

EL=

1.8 0’

" S

E=2

.5 0’

EL=

" S

E=2

.14

EL=

.2 6’

" S

E=2

.75

EL=

" S

E=2

.75

EL=

1.7 5’

" S

7.0

9’

E=2

.6 7’

EL=

.6 0’

" S

E=2 .5 3’

EL=

" S

E=2

.12

EL=

" S

1.7 1’

E=2

.76

EL=

" S

E=2

.73

EL=

" S

E=2

.2 0’

EL=

BENCHMARK

ATLANTIC INTRACOASTAL WATERWAY

SR 33

EDGE

AVE

MENT

EDGE

WAT

ERWAY

EDGE

WAT

ERWAY

HOBUCKEN LAND CUT - RANGE 5

" S

E=2

.8 2’

EL=

BENCHMARK

AIWW DA-21-09-10-AU

AIWW DA-21-09-1-SS

AIWW DA-21-09-4-SS

AIWW DA-21-09-2-SS

AIWW DA-21-09-9-AU

AIWW DA-21-09-3-SS

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

PC24+40.45

P T

P C

P T

P C

P T

P C

P T

P C

P T

P C

P T

P I

P C

PT23+47.

P I

PT2

1+2

+6 2.

PC2

1+3

PT21

+92

.19

PC22

+31

.20

PI2

2+89

.26

P I

B C D

E F G H

D E S

C R

N D

A T E

A P P

R O

V E

D S

Y M

B O

M E

U .S

A R

M Y

N G

T R

C O

N…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.