Attachment B.4 - Drawings-12-15-23.pdf

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VICINITY MAP

SCALE: NTS

LOCATION PLAN

SCALE: NTS

ALABAMA CONNECTING COASTAL WATERS

FISH RIVER AND WEEKS BAY MARSH RESTORATION

BALDWIN COUNTY, AL

PROJECT LOCATION

PROJECT CONSTRUCTION SITEPROJECT CONSTRUCTION SITE

INDEX OF DRAWINGS

SHEET

INDEX

SHEET

NO. SHEET TITLE

1 G-001 COVER SHEET

2 G-002 GENERAL NOTES, ABBREVIATIONS AND LEGEND

3 V-101 EXISTING CONDITIONS (1 OF 2)

4 V-102 EXISTING CONDITIONS (2 OF 2)

5 B-101 SOIL BORING LOCATIONS

6 GD-101 DEMOLITION PLAN

7 C-101 PROJECT LAYOUT

8 C-102 FILL AREA DETAIL (1 OF 2)

9 C-103 FILL AREA DETAIL (2 OF 2)

10 C-104 BORROW AREA DETAIL (1 OF 2)

11 C-105 BORROW AREA DETAIL (2 OF 2)

12 C-106 SURVEY LAYOUT - FILL AREA (1 OF 2)

13 C-107 SURVEY LAYOUT - FILL AREA (2 OF 2)

14 C-108 SURVEY LAYOUT - BORROW AREA (1 OF 2)

15 C-109 SURVEY LAYOUT - BORROW AREA (2 OF 2)

16 C-301 TYPICAL SECTIONS

17 C-302 FILL AREA 1

18 C-303 FILL AREA 2 (1 OF 2)

19 C-304 FILL AREA 2 (2 OF 2)

20 C-305 FILL AREA 3

21 C-306 FILL AREA 2 EXPANSION

22 C-307 BORROW AREA 1A & 2A

23 C-308 BORROW AREA 1B & 2B

24 C-309 BORROW AREA 2C (1 OF 2)

25 C-310 BORROW AREA 2C (2 OF 2)

26 C-311 BORROW AREA 3A & 3B

27 C-312 BORROW AREA 3C & 3D

28 C-601 BORROW AREAS WORKING POINTS COORDINATES TABLES

29 C-602 FILL AREAS WORKING POINTS COORDINATES TABLES

30 C-603 TEMPORARY WARNING SIGN

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INDEX: OF

G-002

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GENERAL NOTES:

1. CONTRACTOR SHALL MAINTAIN A 10' BUFFER FROM EXISTING OVERHEAD UTILITIES.

2. CONTRACTOR SHALL MAINTAIN A 50' BUFFER FROM THE NOAA WEEKS BAY, MOBILE BAY, AL

STATION ID: 8732828.

3. PLANS AND SPECIFICATIONS ARE COMPLEMENTARY; WHAT IS REQUIRED BY ONE IS BINDING

AS REQUIRED BY ALL. CLARIFICATIONS AND INTERPRETATIONS OF, OR NOTIFICATIONS OF

MINOR VARIATIONS AND DEVIATIONS IN THE CONTRACT DOCUMENTS, WILL BE ISSUED BY THE

GOVERNMENT.

4. THE CONTRACTOR SHALL PERFORM A PRE-CONSTRUCTION HAZARD SURVEY OF THE BORROW

AND FILL AREAS PRIOR TO ANY WORK. SEE PARAGRAPH 16 OF THE TECHNICAL PROVISIONS

OF THE SPECIFICATIONS FOR MORE INFORMATION.

5. NO CONSTRUCTION EQUIPMENT OR ACTIVITIES MAY OPERATE IN THE NO-WORK AREAS.

6. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACCESS TO LOCATIONS APPROVED BY THE

GOVERNMENT. LAND ACCESS SHALL BE AT THE LOCATION SHOWN ON SHEET C-101. WATER

ACCESS MAY BE BY ANY OF THE THREE CANALS FROM FISH RIVER.

7. THE CONTRACTOR SHALL MINIMIZE DISRUPTION TO BOAT TRAFFIC IN FISH RIVER. THE

CONTRACTOR WILL BE REQUIRED TO EXCLUDE THE PUBLIC FROM THE PROJECT

CONSTRUCTION SITE FOR SAFETY PURPOSES.

8. STAGING AND LAYDOWN AREAS OPERATIONS SHALL BE COMPLETED AS NEEDED BY

CONTRACTOR WITHIN THE CONSTRUCTION STAGING AREAS AS SHOWN IN THESE PLANS.

STAGING AND LAYDOWN AREAS SHALL NOT BE LOCATED ON EXISTING MARSH, WETLAND, OR

OTHERWISE VEGETATED AREAS. STAGING AND LAYDOWN AREAS SHALL BE KEPT NEAT,

ORDERLY, AND IN A SAFE MANNER.

SURVEY NOTES:

1. TOPOGRAPHIC SURVEY FROM FUGRO USA LAND, INC. MARCH 6-13, 2019.

2. SOILS DATA BASED ON "GEOTECHNICAL STUDY PROJECT SITE 1 FISH RIVER AND WEEKS BAY

MARSH ALABAMA CONNECTING COASTAL WATERS BALDWIN COUNTY, ALABAMA" PROJECT

NUMBER NO. 04.55184068 FROM FUGRO USA LAND, INC. APRIL 30, 2019.

3. AERIAL PHOTOGRAPHY FROM NOAA DATABASE, DATED 2019.

4. HORIZONTAL COORDINATES ARE REFERENCED TO NORTH AMERICAN DATUM OF 1983 NAD83

(2011) EPOCH 2010.00, STATE PLANE ALABAMA WEST ZONE U.S SURVEY FEET.

5. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S SURVEY FEET. ORTHOMETRIC HEIGHTS CALCULATED USING GEOID12B.

6. A FUGRO TEMPORARY BENCHMARK (TBM) WAS USED AS THE HORIZONTAL & VERTICAL

CONTROL FOR THE PROJECT SITE SURVEYS.

TBM NORTHING EASTING

FUGRO-TBM-101 152276.227 1865248.125

7. THE INFORMATION DEPICTED IN THESE PLANS REPRESENTS THE RESULTS OF THE SURVEY ON

THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS AN INDICATION OF THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

8. TIDAL ELEVATIONS ARE AS FOLLOWS BASED ON DATA FROM THE NOAA WEEKS BAY, MOBILE

BAY AL STATION ID:8732828:

MHHW +1.16'

MHW +1.04'

MSL +0.35'

MLW -0.34'

MLLW -0.45'

9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING A "ONE-CALL" WITHIN 10 WORKING DAYS

PRIOR TO MOBILIZATION TO LOCATE ANY PIPELINES OR UTILITIES IN THE PROJECT

CONSTRUCTION SITE.

811 (TOLL FREE INSIDE ALABAMA)

800-292-8525 (TOLL FREE INSIDE OR OUTSIDE ALABAMA)

VISIT http://www.al811.com/contact-us/ FOR MORE CONTACT INFORMATION.

LOCATE REQUEST IS GOOD FOR 10 WORKING DAYS. STATE LAW REQUIRES THAT IF YOU ARE

WORKING PAST THE 10 WORKING DAYS, YOU NEED TO UPDATE YOUR REQUEST TO ENSURE

THE UTILITIES KNOW YOU ARE STILL WORKING AROUND THEIR LINES. ALL CORRESPONDENCE

WITH ALABAMA ONE CALL SHALL BE SUBMITTED TO THE GOVERNMENT FOR REFERENCE ONLY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY OWNERS AND/OR

OPERATORS WITHIN 10 WORKING DAYS PRIOR TO MOBILIZATION.

ABBREVIATIONS:

CU. YD. CUBIC YARDS

DACS DRAWING AREA COORDINATE SYSTEM

EA EACH

FT FEET OR FOOT

LS LUMP SUM

MHHW MEAN HIGHER HIGH WATER

MHW MEAN HIGH WATER

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MSL MEAN SEA LEVEL

N NORTH

NO NUMBER

SQ. FT. SQUARE FEET

TBM TEMPORARY BENCHMARK

TCM TURBIDITY CONTROL MEASURE

VOL VOLUME

WP WORKING POINT

' FEET OR FOOT

" INCH OR INCHES

% PERCENT

B5

CS-555

SAMPLE VIEW TITLE

SCALE: 1"=50'

A3

SF-123

C4 G-101

LEGEND

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

VIEW TITLE

SECTION CALLOUT

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

DETAIL CALLOUT

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

A3

SF-123

DETAIL CALLOUT WITH

LEADERS

C4 G-101

SECTION CALLOUT

WITH JOG

KEYED NOTE

1 2 3 4 5

D

C

B

A

1 2 3 4 5

D

C

B

A

DRAWING AREA

TI

TL

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BL

O C

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DRAWING AREA COORDINATE SYSTEM (DACS)

Sheet Reference Number:

SF-102

SHEET

DESIGNATOR

SHEET TYPE

SHEET

SEQUENCE

* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT

EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING

DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET

NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS

SHOWN ABOVE OR IN THE FORM;

"VIEW NO./SHEET NO." (EG A1/CS-5001)

DISCIPLINE DESIGNATORS

DISCIPLINE DESIGNATOR

GENERAL G

SURVEY/MAPPING V

GEOTECHNICAL B

CIVIL WORKS W

CIVIL C

SHEET TYPE DESIGNATORS

0 GENERAL (COVER SHEET, LEGEND, NOTES)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (NOT TYPICALLY USED)

3 SECTIONS (OVERALL VIEWS)

4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)

5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)

6 SCHEDULES

SECONDARY DESIGNATORS

DEMOLITION D

GENERAL G

SITE S

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EXCAVATION AND FILL PLACEMENT NOTES:

1. ESTIMATED BORROW (CUT) AND PLACEMENT (FILL) AREA QUANTITIES ARE BASED ON THE FUGRO USA

LAND, INC. TOPOGRAPHIC AND BATHYMETRIC SURVEY DATED MARCH 6-13, 2019.

2. THE GOVERNMENT RESERVES THE RIGHT TO VARY THE FILL AND BORROW AREAS FROM THOSE SHOWN IN THESE PLANS BASED ON THE PRE-CONSTRUCTION SURVEY TO REFLECT CHANGES IN FIELD

CONDITIONS.

3. BORROW AREAS ARE TO BE MECHANICALLY EXCAVATED. EXCAVATED MATERIAL SHALL BE EITHER DIRECTLY PLACED OR TRANSPORTED AND PLACED IN THE FILL AREAS WITH A METHOD THAT MINIMIZES THE LOSS OF MATERIAL DURING TRANSPORT. CONTRACTOR MAY BE REQUIRED BY THE GOVERNMENT

TO RECOVER LOST OR SPILLED FILL MATERIAL.

4. THE BORROW AREA VOLUMES PROVIDED ARE NEAT LINE QUANTITIES TO THE HORIZONTAL AND

VERTICAL LIMITS OF THE BORROW AREAS AS SHOWN IN THESE PLANS.

5. EXCAVATION SHALL BE PERFORMED IN A UNIFORM AND CONTINUOUS MANNER SO AS TO AVOID CREATING HOLES, VALLEYS, OR RIDGES WITHIN THE BORROW AREAS. EXCAVATION TOLERANCES ARE 5 FT HORIZONTAL AND -0.5 FT VERTICAL, HOWEVER THE CONTRACTOR SHALL MAKE EVERY EFFORT NOT TO EXCEED THE EXCAVATION LINES, GRADES, AND ELEVATIONS SHOWN IN THESE PLANS. THE GOVERNMENT MAY REQUIRE THE CONTRACTOR TO FIX ANY HOLES, VALLEYS, OR RIDGES CREATED

WITHIN THE BORROW AREAS AT THE GOVERNMENT'S DISCRETION.

6. CONTRACTOR IS REQUIRED TO DEGRADE THE BORROW AREAS ASSOCIATED WITH EACH FILL AREA TO +1.0 FT NAVD88 GEOID12B ELEVATION AND TO THE HORIZONTAL LIMITS SHOWN IN THESE DRAWINGS IN

ORDER TO BE CONSIDERED FOR FILL AREA ACCEPTANCE.

7. THE FILL VOLUMES PROVIDED ARE NEAT LINE QUANTITIES TO THE HORIZONTAL AND VERTICAL LIMITS OF THE FILL AREAS AS SHOWN IN THESE PLANS. CONTRACTOR SHALL NOT PLACE FILL OUTSIDE OR ABOVE THESE LIMITS. THE GOVERNMENT MAY REQUIRE ANY FILL PLACED OUTSIDE OR ABOVE THE FILL

AREA LIMITS TO BE REMOVED AT THE GOVERNMENT'S DISCRETION.

8. THE TARGET FILL ELEVATIONS VARY FOR FILL AREA 1 (+1.5'), FILL AREA 2 (+1.5'), AND FILL AREA 3 (+1.0') AS SHOWN IN THESE PLANS. THE VERTICAL FILL TOLERANCE IS -0.5 FT FOR FILL AREA 1, FILL AREA 2, AND FILL AREA 3. THE GOVERNMENT MAY ACCEPT ANY FILL AREA THAT MEETS THE TARGET FILL ELEVATION RANGE BETWEEN THE TARGET ELEVATION AND THE -0.5 FT TOLERANCE PROVIDED NINETY

PERCENT (90%) OF THE FILL AREA IS WITHIN THE TARGET ELEVATION RANGE.

9. THE FILL AREA 2 EXPANSION AREA IS PROVIDED FOR ADDITIONAL CAPACITY IF FILL AREA 1, FILL AREA 2, AND FILL AREA 3 ARE COMPLETED, BUT THE BORROW AREAS ARE NOT DEGRADED AS DESCRIBED IN EXCAVATION AND FILL PLACEMENT NOTE 6. IN THIS EVENT, THE CONTRACTOR SHALL BE REQUIRED TO

PLACE REMAINING BORROW MATERIAL WITHIN THE FILL AREA 2 EXPANSION AREA. FILL AREA

ACCEPTANCE CRITERIA DOES NOT APPLY FOR FILL AREA 2 EXPANSION. CONTRACTOR SHALL BE PAID FOR ALL MEASURED VOLUME PLACED BELOW ELEVATION +1.5 FT NAVD88 AND WITHIN THE FILL AREA

LIMITS.

10. FILL AREA 2 EXPANSION DOES NOT HAVE A TARGET ELEVATION, HOWEVER THE MAXIMUM ELEVATION THAT FILL MAY BE PLACED IS +1.5 FT NAVD88. CONTRACTOR SHALL BE PAID FOR ANY FILL PLACED IN

FILL AREA 2 EXPANSION ABOVE THE EXISTING GRADE.

11. FILL AREA 1, FILL AREA 2, AND FILL AREA 3 SHALL BE GRADED, DRESSED, AND UNIFORM IN DIMENSION.

CONSTRUCTED FILL BETWEEN SURVEY TRANSECTS SHALL BE UNIFROM AND SHALL NOT DIFFER FROM

FILL AT EACH SURVEY TRANSECT.

DEBRIS REMOVAL NOTES:

1. PRIOR TO EXCAVATION AND FILL PLACEMENT, CONTRACTOR SHALL COMPLETE DEBRIS REMOVAL AND DISPOSAL AS SHOWN IN THESE PLANS. AN ESTIMATED QUANTITY OF DEBRIS IS PROVIDED TO THE

CONTRACTOR FOR INFORMATIONAL PURPOSES ONLY ON SHEET GD-101. THE CONTRACTOR IS TO

COMPLETE A SITE VISIT AND MAKE THEIR OWN DETERMINATION OF THE QUANTITY OF DEBRIS. DEBRIS DISPOSAL SHALL BE ACCEPTED BY THE GOVERNMENT AFTER THE LISTED DEBRIS HAS BEEN REMOVED AND PROPERLY DISPOSED OFFSITE AND THE GOVERNMENT HAS RECEIVED PROPER DOCUMENTATION

OF THE DEBRIS DISPOSAL.

EROSION AND TURBIDITY CONTROL NOTES:

1. TURBIDITY CURTAINS ARE TO BE INSTALLED BY CONTRACTOR AS NECESSARY TO REDUCE THE

AMOUNT OF SUSPENDED SEDIMENT TRANSPORTED FROM THE CANALS INTO FISH RIVER.

2. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN COMPLIANCE WITH A CONSTRUCTION STORMWATER NPDES PERMIT AND IMPLEMENT AND MAINTAIN EFFECTIVE EROSION AND SEDIMENT CONTROLS IN

ACCORDANCE WITH A CONSTRUCTION BEST MANAGEMENT PRACTICES PLAN.

3. MEANS AND METHODS FOR CONTROLLING EROSION AND TURBIDITY SHALL BE DETERMINED BY THE

CONTRACTOR UPON APPROVAL BY THE GOVERNMENT.

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ALABAMA'S COASTAL CONNECTION/US HWY 98

(15)(15)

(10)

(5)

(14)

(1 4)

(13)

(13)

(12)

(12)

(11)

(9)

(8

(7

(6

(4

(3

(2)

0 (1)

0(1)(2)(2)

(5)

(4)

(3)

(2

(1

(4)

(3)

(2)

0 (2)

(1)

(2)

(1)

0 (1) (2)

(2) (1) 0 1

(4)

(5

(4

(4

(3

(3

(4)

(4)

3 0 (1

(5

(6

(6)

(5

(3)

(4

(4

(4)

(4)

(2)

(3

(4

(1

3 4 5 6 6 5

4 3

(1)

INDEX: OF

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2)

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MATCH LINE - SEE SHEET V-102

N

NOTES:

1. ELEVATIONS IN PARENTHESIS

REPRESENT NEGATIVE VALUES.

80' 0' 80' 160'

SCALE: 1''=80'

LEGEND:

CONTOUR ELEVATION

D w n by

D es ig ne d by

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D at e:

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Su bm itt ed b y:

D ra w in g Sc al e:

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M ar k

A

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B A

M A

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N N

E C

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G C

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L W

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P R

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(1

(1)

(2

(2

(1

(1

(2)

(2

(3

(3)

(3)

(2) (2)

(3)

(3)2

(2)

(3)

(3)

(1)(2)

(3)

(3)

(1)

(1)

(3)1

(13

(1 4)

(1 4)

(1 3)

(8

(2

(1 0)

(7

(1 0)

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ALABAMA'S COASTAL CONNECTION/US HWY 98

WEEKS BAY NOAA TIDE GAUGE

STATION ID: 8732828

FUGRO TBM-101

INDEX: OF

V-102

E X

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MATCH LINE - SEE SHEET V-101

80' 0' 80' 160'

SCALE: 1''=80'

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

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C T

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IT

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F

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Sheet Reference No.

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LEGEND:

CONTOUR ELEVATION

FUGRO TBM-101

WEEKS BAY NOAA TIDE GAUGE

STATION ID: 8732828

NOTES:

1. ELEVATIONS IN PARENTHESIS

REPRESENT NEGATIVE VALUES.

AutoCAD SHX Text S

ALABAMA'S COASTAL

CONNECTION/US HWY 98

SI

M

C O

M

AR

IN

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PR

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D U

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B-1

B-3

B-2B-4

B-5

B-6 B-7

B-8

B-12

B-9

B-10

B-13

B-11

B-14

B-15

HA-1

HA-2

HA-4

HA-5

HA-6

HA-11

HA-12

AD-1AD-2

AD-3

AD-4 AD-5

AD-6

AD-7

AD-8AD-9

AD-10

AD-11

HA-9

HA-10

AD-12

HA-7

HA-8

HA-3 BORROW AREA 1A

BORROW AREA 2A

BORROW AREA 3D

BORROW AREA 1B

BORROW AREA 3A

BORROW AREA 2C

BORROW AREA 2B

BORROW AREA 3C

BORROW AREA 3B

CANAL SOIL BORING LOCATION

SOIL BORING

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-10

B-11

B-12

B-13

B-14

B-15

DEPTH (ft)

15.0

15.0

15.0

16.0

15.0

15.0

15.0

15.0

15.0

15.0

15.0

15.0

15.0

15.0

15.0

NORTHING

153830.3

153872.1

153923.7

153681.5

153469.8

153288.5

153155.7

152952.7

152648.1

152233.1

153055.5

152772.8

152499.4

152205.5

151587.3

EASTING

1866126.0

1865644.6

1865277.0

1865180.0

1865013.1

1864837.4

1865318.6

1865659.5

1866192.7

1866480.4

1865029.4

1865019.8

1865202.9

1865543.5

1866189.6

LATITUDE

N30° 25' 21.3"

N30° 25' 21.7"

N30° 25' 22.2"

N30° 25' 19.8"

N30° 25' 17.7"

N30° 25' 15.9"

N30° 25' 14.6"

N30° 25' 12.6"

N30° 25' 09.6"

N30° 25' 05.5"

N30° 25' 13.6"

N30° 25' 10.8"

N30° 25' 08.1"

N30° 25' 05.2"

N30° 24' 59.1"

LONGITUDE

W87° 49' 29.3"

W87° 49' 34.8"

W87° 49' 39.0"

W87° 49' 40.1"

W87° 49' 42.0"

W87° 49' 44.0"

W87° 49' 38.5"

W87° 49' 34.6"

W87° 49' 28.5"

W87° 49' 25.2"

W87° 49' 41.8"

W87° 49' 41.9"

W87° 49' 39.8"

W87° 49' 35.9"

W87° 49' 28.5"

HAND AUGER LOCATION

SOIL BORING

AD-1

AD-2

AD-3

AD-4

AD-5

AD-6

AD-7

AD-8

AD-9

AD-10

AD-11

AD-12

HA-1

HA-2

HA-3

HA-4

HA-5

HA-6

HA-7

HA-8

HA-9

HA-10

HA-11

HA-12

DEPTH (ft)

6.0

5.0

3.8

3.5

4.5

5.0

5.0

5.0

3.6

3.4

3.0

3.0

5.0

3.0

5.0

5.0

5.0

2.0

5.0

4.0

3.8

3.5

3.9

4.6

NORTHING

153922.9

153934.0

153955.3

153875.1

153772.7

153600.9

153672.3

153358.5

153399.8

153035.8

153055.3

152601.0

153951.7

153810.3

153952.6

153852.2

153084.4

153023.9

152790.0

152536.9

152560.0

152519.8

151850.8

151861.4

EASTING

1865504.7

1865207.0

1864821.9

1864585.2

1865066.5

1865092.2

1864864.8

1865065.3

1864785.2

1864863.0

1865108.2

1865001.8

1866056.4

1866038.4

1865732.4

1865522.0

1865537.3

1865502.1

1866018.0

1866209.9

1865220.6

1865132.9

1865901.4

1865752.6

LATITUDE

N30° 25' 22.2"

N30° 25' 22.3"

N30° 25' 22.5"

N30° 25' 21.7"

N30° 25' 20.7"

N30° 25' 19.0"

N30° 25' 19.7"

N30° 25' 16.6"

N30° 25' 17.0"

N30° 25' 13.4"

N30° 25' 13.6"

N30° 25' 09.1"

N30° 25' 22.5"

N30° 25' 21.1"

N30° 25' 22.5"

N30° 25' 21.5"

N30° 25' 13.9"

N30° 25' 13.3"

N30° 25' 11.0"

N30° 25' 08.5"

N30° 25' 08.7"

N30° 25' 08.3"

N30° 25' 01.7"

N30° 25' 01.8"

LONGITUDE

W87° 49' 36.4"

W87° 49' 39.8"

W87° 49' 44.2"

W87° 49' 46.9"

W87° 49' 41.4"

W87° 49' 41.1"

W87° 49' 43.7"

W87° 49' 41.4"

W87° 49' 44.6"

W87° 49' 43.7"

W87° 49' 40.9"

W87° 49' 42.1"

W87° 49' 30.1"

W87° 49' 30.3"

W87° 49' 33.8"

W87° 49' 36.2"

W87° 49' 36.0"

W87° 49' 36.4"

W87° 49' 30.5"

W87° 49' 28.3"

W87° 49' 39.6"

W87° 49' 40.6"

W87° 49' 31.8"

W87° 49' 33.5"

INDEX: OF

B-101

S O

IL

B

O R

IN

G

L O

C A

TI

O

N S

-1 1-

N

C

M M

H

JP

SD

200' 0' 200' 400'

SCALE: 1''=200'

LEGEND:

BORROW AREA LIMITS

CANAL SOIL BORING LOCATION

HAND AUGER LOCATION

N

NOTES:

1. SOIL BORING DEPTHS FROM SURFACE LEVEL IN FEET.

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

B-

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

6/

:5

AM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

ALABAMA'S COASTAL

CONNECTION/US HWY 98

FI

SH

R

IV

ER

EXISTING PILES

(REMAIN IN PLACE)

EXISTING VEGETATION BOXES

(TO BE REMOVED)

EXISTING CEMENT DEBRIS

(TO BE REMOVED)

EXISTING CEMENT TERRACE

(TO BE REMOVED)

EXISTING TIMBER DEBRIS

(TO BE REMOVED)

EXISTING MIDDLE CANAL DOCK

(NUMBER 2, TO BE REMOVED)

EXISTING MIDDLE CANAL DOCK

(NUMBER 1, TO BE REMOVED)

EXISTING BOAT LAUNCH

(TO BE REMOVED)

EXISTING PILES

(TO BE REMOVED)

EXISTING SOUTH CANAL

DOCK (REMAIN IN PLACE)

EXISTING UTILITY POLE

(TO BE REMOVED)

EXISTING LIGHT POLE

(TO BE REMOVED)

P-1

P-3

P-2

P-4

P-5

P-6

P-7

P-8

E

E

E

E

E

E

E

E

E

E

E

E

EXISTING BIRD HOUSE

(REMAIN IN PLACE)

EXISTING BIRD HOUSE

(REMAIN IN PLACE)

FUGRO TBM-101

EXISTING WEEKS BAY NOAA TIDE

GAUGE (REMAIN IN PLACE)

EXISTING POWER POLE LOCATIONS

POWER POLE

P-1

P-2

P-3

P-4

P-5

P-6

P-7

P-8

NORTHING

152898.6

152598.4

152432.2

152313.3

152154.2

152010.3

151891.6

151575.8

EASTING

1864465.9

1864850.3

1865031.1

1865275.9

1865456.7

1865614.7

1865742.6

1865995.2

INDEX: OF

GD-101

D E

M O

LI

TI

O N

P

LA

N

-1 1-

N

C

M M

H

JP

SD

200' 0' 200' 400'

SCALE: 1''=200'

LEGEND:

APPROXIMATE LOCATION OF DEBRIS AREAS

NO WORK AREA

CONSTRUCTION LIMITS

GUY WIRE

FUGRO TBM-101

WEEKS BAY NOAA TIDE GAUGE

STATION ID: 8732828

POWER POLE

N

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

G D

-1

; P lo tte d:

/1

4/

:5

PM b y

C O

X, N

IC

H

O

LA

S; S av ed : 1

1/

/2

:0

AM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

P-1

20' (TYP)

60' (TYP)

60' (TYP)

APPROXIMATE LOCATION OF EXISTING DEBRIS

TO BE REMOVED

DESCRIPTION NORTHING EASTING

VEGETATION BOXES 153775.9 1865206.3

BOAT LAUNCH 153222.1 1864794.6

MIDDLE CANAL DOCK

(NUMBER 1) 153273.0 1864814.5

PILES 153338.5 1864835.1

LIGHT POLE 153252.2 1864802.3

CEMENT DEBRIS 153467.9 1864765.3

CEMENT TERRACE 153502.4 1864662.3

MIDDLE CANAL DOCK

(NUMBER 2) 153429.9 1865045.4

TIMBER DEBRIS 153326.8 1865002.5

UTILITY POLE 153473.2 1864671.1

EXISTING DEBRIS

REMOVAL SUMMARY

APPROXIMATE VOLUME

(CU. YD.)

CEMENT 25

TIMBER DEBRIS 300

OTHER 35

60' (TYP)

AutoCAD SHX Text S

AutoCAD SHX Text S

BORROW AREA 1A

BORROW AREA 2A

BORROW AREA 3D

BORROW 1B

BORROW AREA 3A

FILL AREA 1

FILL AREA 3

FILL AREA 2

FILL AREA 2 EXPANSION

SEE SHEET C-102

SEE SHEET C-103

ALABAMA'S COASTAL

CONNECTION/US HWY 98

SI

M

C O

M

AR

IN

E

PR

O

D U

C

TS

, I N

C

FI

SH

R

IV

ER

BORROW AREA 2C

56-06-24-0-000-090.000

56-06-24-0-000-090.002

56-06-24-0-000-090.008

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA

BORROW 2B

BORROW AREA 3C

P-1

P-3

P-2

P-4

P-5

P-6

P-7

P-8

E

E

E

E

E

E

E

E

E

E

E

E

BORROW AREA 3B

ST-1 ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

ST-8

ST-9

ST-10

ST-11 ST-12

ST-13

LAND ACCESS TO SITE

WEEKS BAY NOAA

TIDE GAUGE

STATION ID:

8732828

FUGRO TBM-101

EXISTING POWER POLE LOCATIONS

POWER POLE

P-1

P-2

P-3

P-4

P-5

P-6

P-7

P-8

NORTHING

152898.6

152598.4

152432.2

152313.3

152154.2

152010.3

151891.6

151575.8

EASTING

1864465.9

1864850.3

1865031.1

1865275.9

1865456.7

1865614.7

1865742.6

1865995.2

STAGING AREA WORKING POINTS

STAGING AREAS

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

ST-8

ST-9

ST-10

ST-11

ST-12

ST-13

NORTHING

153397.8

153390.8

153212.0

153142.5

153090.5

153097.4

153679.4

153765.3

153767.9

153822.6

154063.5

154043.6

153663.1

EASTING

1864620.5

1864750.7

1864745.5

1864813.2

1864811.4

1864627.4

1864852.2

1864862.6

1864991.5

1865089.2

1865115.2

1865235.0

1865081.4

INDEX: OF

C-101

P R

O

JE

C T

LA

Y

O U

T

-1 1-

N

C

M M

H

JP

SD

200' 0' 200' 400'

SCALE: 1''=200'

LEGEND:

PARCEL LIMITS

OVERHEAD UTILITY

BORROW AREA

FILL AREA

CONSTRUCTION STAGING AREA

FUGRO TBM-101

WEEKS BAY NOAA TIDE GAUGE

STATION ID: 8732828

POWER POLE

GUY WIRES

N

PARCELS INFORMATION

PARCEL

NUMBER OWNER Sq. Ft.

56-06-24-0-00 0-090.008

STATE OF ALABAMA

DEPARTMENT OF

CONSERVATION

STATE LAND DIVISION

3,223,440

56-06-24-0-00 0-090.002

ALABAMA

DEPARTMENT OF

CONSERVATION AND

NATURAL RESOURCES

740,520

56-06-24-0-00 0-090.000

WEEKS BAY

FOUNDATION, INC. 43,560

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

/2

:2

AM b y N

C O

X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

P-1

E

C2 C-301

A2 C-301

AutoCAD SHX Text S

FILL AREA 1

FILL AREA 3

FILL AREA 2

F1-1

F1-2

F1-3

F1-4

F1-5

F1-6

F1-7

F1-8

F1-9

F1-10

F1-11

F1-12

F1-13

F1-14F1-15

F1-16

F1-17

F2-43

F2-44

F2-45

F2 -4

6F2 -4

F2 -4

F2-49

F2-50

F2-51

F2-52

F2-20

F2-21

F2 -2

F2-23

F2-24

F2-25 F2-26

F2-27

F2-28

F2 -29

F2 -3

F2 -3

F2-32

F2-33

F2-34

F2-35exp

F2-41exp F2-36exp F3-60

F3-61

F3 -62

F3-63

F2-42

FILL AREA 2 EXPANSION

INDEX: OF

C-102

FI

LL

A R

E A

D E

TA

IL

O F

2)

-1 1-

N

C

M M

H

JP

SD

MATCH LINE - SEE SHEET C-103

LEGEND:

FILL AREA

BORROW AREA

TURBIDITY CONTROL MEASURE

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

1/

2:

P M b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

FILL AREA SPECIFIED BORROW AREA

FILL AREA 1 BORROW 1A and 1B FILL AREA 2 BORROW 2A, 2B and 2C FILL AREA 3 BORROW 3A, 3B, 3C and 3D

N

60' 0' 60' 120'

SCALE: 1''=60'

NOTES:

1. SEE SHEET C-602 FOR FILL AREAS

WORKING POINTS COORDINATES.

2. PRIOR TO COMMENCING ANY WORK AT

THE PROJECT CONSTRUCTION SITE,

THE CONTRACTOR SHALL SURVEY AND

LAY OUT THE BORROW AND FILL AREA

LIMITS AND THE TOP AND TOE OF THE

SLOPES PER THE GOVERNMENT

APPROVED STAKING PLAN. SEE

SECTION 20.2 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS.

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

F2-39exp

F2-38exp

F2-37exp

F3-7

F3-7

F3 -8

F3-63

F3-6

F3-65

F3-66

F3 -6

F3

-6

F3 -6

F3 -7

F3 -7

F3-7

F3-73

F3-74

F3-75

F3-76

F3-77

F2-40exp

FILL AREA 3

FILL AREA 2 EXPANSION

INDEX: OF

C-103

FI

LL

A R

E A

D E

TA

IL

O F

2)

-1 1-

N

C

M M

H

JP

SD

N

MATCH LINE - SEE SHEET C-102

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

/2

:4

AM b y N

C O

X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

FILL AREA SPECIFIED BORROW AREA

FILL AREA 1 BORROW 1A and 1B FILL AREA 2 BORROW 2A, 2B and 2C FILL AREA 3 BORROW 3A, 3B, 3C and 3D

60' 0' 60' 120'

SCALE: 1''=60'

LEGEND:

FILL AREA

BORROW AREA

TURBIDITY CONTROL MEASURE

NOTES:

1. SEE SHEET C-602 FOR FILL AREAS

WORKING POINTS COORDINATES.

2. PRIOR TO COMMENCING ANY WORK AT

THE PROJECT CONSTRUCTION SITE,

THE CONTRACTOR SHALL SURVEY AND

LAY OUT THE BORROW AND FILL AREA

LIMITS AND THE TOP AND TOE OF THE

SLOPES PER THE GOVERNMENT

APPROVED STAKING PLAN. SEE

SECTION 20.2 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS.

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

BORROW AREA 1A

BORROW AREA 2A

BORROW AREA 1B

BORROW AREA 3A

BORROW AREA 2B

BORROW AREA 2C

B1A-1

B1A-2

B1A-3

B1A-4

B1A-5

B1A-6

B1 A-

B1 A-

B1 A-

B1 A-

B1 A-

B1 A-

B1 A-

B1 A-

B1A-15

B1A-16

B1 A-

B1 A-

B1 A-

B1 A-

20B1 A-

B1 A-

B1 A-

23B1A-24B1A-25

B1A-26

B1A-27

B1A-28

B1B -1

B1B-2

B1B-3

B1B-4

B1 B-

B1B-6

B1B-7

B1B-8

B1B-9

B1B-10

B2B-1

B2B-2

B2B-3

B2B-4

B2B-5

B2B-6

B2A-1

B2A-2

B2A-3

B2A-4

B2A-5

B2A-6B2A-7B2A-8

B2A-9

B2A-10

B2A-11

B2 A-

B2 A-

B2 A-

B2A-15

B2A -16

B2A-17

B2A-19 B2A-20

B2A-21

B2A-22 B2A-23

B2A-24

B2A-25

B2A-26

B2A-27

B2C-1

B2C-2

B2C-3

B2C-13

B3A-1

B3A -2

B3 A-

B3A-4

B3A-5

B3A-13

B3A-14

B3 A-

B3A-16

B2A-18

INDEX: OF

C-104

B O

R R

O W

A R

E A

D E

TA

IL

O F

2)

-1 1-

N

C

M M

H

JP

SD

NOTES:

1. SEE SHEET C-601 FOR BORROW AREAS

WORKING POINTS COORDINATES.

2. PRIOR TO COMMENCING ANY WORK AT

THE PROJECT CONSTRUCTION SITE,

THE CONTRACTOR SHALL SURVEY AND

LAY OUT THE BORROW AND FILL AREA

LIMITS AND THE TOP AND TOE OF THE

SLOPES PER THE GOVERNMENT

APPROVED STAKING PLAN. SEE

SECTION 20.2 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS.

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

1/

:5

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

MATCH LINE - SEE SHEET C-105

N

60' 0' 60' 120'

SCALE: 1''=60'

LEGEND:

BORROW AREA

FILL AREA

TURBIDITY CONTROL MEASURE

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

B2C-4

B2C-5

B2C-6

B2C-7

B2C-8

B2C-9

B2C-10

B2C-11

B2C-12

B3A-6

B3A-7

B3A-8

B3A -9

B3A-10 B3A-11

B3A-12

B3B -1

B3B-2

B3B-3

B3B -4

B3 B-

B3 B-

B3B-7

B3B-8

B3B-9

B3B-10

B3B-11

B3B -12

B3B -13

B3B -14B3B

-15

B3B-16 B3B-17

B3C-1

B3C-2

B3C-3

B3C-4

B3C-5

B3 D-1

B3D -2

B3 D-3

B3D -4

B3D-5

B3D-6

B3D-7

B3D-8

B3D-9

B3D-10

B3D-11

B3D-12

B3D-13

B3D-14

B3D -15

B3 D-

B3 D-1

BORROW AREA 3D

BORROW AREA 3A

BORROW AREA 2C

BORROW AREA 3B

BORROW AREA 3C

INDEX: OF

C-105

B O

R R

O W

A R

E A

D E

TA

IL

O F

2)

-1 1-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

/2

:1

PM b y N

C O

X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

N

60' 0' 60' 120'

SCALE: 1''=60'

N

MATCH LINE - SEE SHEET C-104

LEGEND:

BORROW AREA

FILL AREA

TURBIDITY CONTROL MEASURE

NOTES:

1. SEE SHEET C-601 FOR BORROW AREAS

WORKING POINTS COORDINATES.

2. PRIOR TO COMMENCING ANY WORK AT

THE PROJECT CONSTRUCTION SITE,

THE CONTRACTOR SHALL SURVEY AND

LAY OUT THE BORROW AND FILL AREA

LIMITS AND THE TOP AND TOE OF THE

SLOPES PER THE GOVERNMENT

APPROVED STAKING PLAN. SEE

SECTION 20.2 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS.

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

FILL AREA AREA (sq. ft) VOLUME (Cu. Yd.)

FILL AREA 1 42869 6141

FILL AREA 2 79464 10806

FILL AREA 3 29026 1003

TOTAL 151359 17950

0 (1)

0(1)(2)(2)

(5)

(4)

(3)

(2

(1

(4)

(3)

(2)

(2)

(1)

(2)

(1)

(3

(3

(4)

(4)

(3)

(4

(4

(4)

(4)

(2)

(3

(4

3 4 5 6 6 5

4 3

(1)

0+

1+

2+

3+

4+

5+00 6+00 7+00

8+00

9+00 10+00

11+00 12+00

13+00 13+34

0+00

1+00

2+00

3+00

4+00

5+

6+

7+008+00

9+00 10+00 11+00 12+00 12+94

0+

.8

0+

.0

1+

.0 01+

.0

2+

.0

2+

.9

3+

.0

3+

.0

3+

.58

4+55.00 5+00.00

5+50.00

6+00.00

6+47.53

8+76.72 9+00.00

9+50.00

10+00.00

10+64.05

11+12.39

11+56.00

11+93.23

12+50.00

12+70.36

12+87.68

5+04

3+00

4+00

5+00

3+

.0

3+

.0

4+

.9

0+01.52

0+50.00

1+00.00

1+50.00

2+00.00

2+50.00

3+00.00

3+50.00

4+00.00

4+50.00

5+00.00

7+00.00

7+50.00

8+00.00

8+30.00

7+

8+

8+

FILL AREA 2 EXPANSION

FILL AREA 1

(SEE C-302 FOR

SECTION VIEWS)

FILL AREA 2

(SEE C-303 & C-304 FOR

SECTION VIEWS)

FILL AREA 3

(SEE C-305 FOR

SECTION VIEWS)

INDEX: OF

C-106

S U

R V

E Y

L A

Y O

U T

FI

LL

A

R E

A

O

F 2)

-1 1-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

1/

:5

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

MATCH LINE - SEE SHEET C-107

N

60' 0' 60' 120'

SCALE: 1''=60'

LEGEND:

CONTOUR ELEVATION

FILL AREA LIMITS

TURBIDITY CONTROL MEASURE

BASELINE AND STATIONING

NOTES:

1. ELEVATIONS IN PARENTHESIS REPRESENT

NEGATIVE VALUES.

2. ALL SURVEYS SHOULD EXTEND A MINIMUM

OF 10 FT OUTSIDE OF THE FILL AREA, SEE

SECTION 17 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS FOR

MORE INFORMATION.

3. IN ADDITION TO THE SURVEY TRANSECTS

SHOWN ON THIS SHEET, SURVEY POINTS

ARE REQUIRED ALONG THE EDGE OF THE

FILL AND BORROW AREAS. THERE ARE

SPECIFIC REQUIREMENTS FOR THE

PRE-CONSTRUCTION, PAY, AND

POST-CONSTRUCTION SURVEYS AS

DEFINED IN SECTION 17 OF THE

TECHNICAL PROVISIONS OF THE

SPECIFICATIONS.

0+00

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

FILL AREA AREA (sq. ft) VOLUME (Cu. Yd.)

FILL AREA 1 42869 6141

FILL AREA 2 79464 10806

FILL AREA 3 29026 1003

TOTAL 151359 17950

0 (1) (2)

(2) (1)

0 1

(1

(1)

(2

(2

(3)

(1)

(2)

(3)

(3)

(1)

(1)

(3)

(4)

(5

(4

(4

(1

(5

(6

(6)

(5

0+00

1+00

2+00

3+00

4+00

4+50

0+

.71

1+

.00

2+

.0

2+

.0

3+

.0

3+

.0

3+

.8

0+00

1+00

2+00

0+69.181+00.001+

.00

2+

.00

2+

.003+

.0

3+

.0

6+30.00

6+50.00

7+00.00

0+00

1+00

2+00

3+00

4+

5+

6+

7+

FILL AREA 3

(SEE C-305 FOR

SECTION VIEWS)

FILL AREA 2

EXPANSION

(SEE C-306 FOR

SECTION VIEWS)

INDEX: OF

C-107

S U

R V

E Y

L A

Y O

U T

FI

LL

A

R E

A

O

F 2)

-1 1-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:5

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

/2

4:

P M b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

N

60' 0' 60' 120'

SCALE: 1''=60'

N

MATCHLINE - SEE SHEET C-106

NOTES:

1. ELEVATIONS IN PARENTHESIS REPRESENT

NEGATIVE VALUES.

2. ALL SURVEYS SHOULD EXTEND A MINIMUM

OF 10 FT OUTSIDE OF THE FILL AREA, SEE

SECTION 17 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS FOR

MORE INFORMATION.

3. IN ADDITION TO THE SURVEY TRANSECTS

SHOWN ON THIS SHEET, SURVEY POINTS

ARE REQUIRED ALONG THE EDGE OF THE

FILL AND BORROW AREAS. THERE ARE

SPECIFIC REQUIREMENTS FOR THE

PRE-CONSTRUCTION, PAY, AND

POST-CONSTRUCTION SURVEYS AS

DEFINED IN SECTION 17 OF THE

TECHNICAL PROVISIONS OF THE

SPECIFICATIONS.

LEGEND:

CONTOUR ELEVATION

FILL AREA LIMITS

TURBIDITY CONTROL MEASURE

BASELINE AND STATIONING

0+00

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

BORROW AREA AREA (sq. ft) VOLUME (Cu. Yd.)

BORROW 1A 66151 4068

BORROW 1B 58927 2700

BORROW 2A 59429 5425

BORROW 2B 10487 785

BORROW 2C 157107 6042

BORROW 3 A,B,C, AND D 44600 1114

TOTAL 396701 20134

0 (1)

0(1)(2)(2)

(5)

(4)

(3)

(2

(1

(4)

(3)

(2)

(2)

(1)

(2)

(1)

(3

(3

(4)

(4)

(3)

(4

(4

(4)

(4)

(2)

(3

(4

3 4 5 6 6 5

4 3

(1)

0+49.71

1+01.86

2+00.00

3+00.00

4+00.00

5+

.0

6+

.0

7+

.0

8+

.0

9+

.0

+0

0.

+0

0.

+0

0.

+3

3.

2+

.8

4+

.3

5+00.00

5+86.99

7+

.8

8+

.0

9+

.0

+0

0.

+0

0.

+6

3.

2+

.00

3+

.0 04+

.0

05+

.0

8+24.08

0+

1+

2+

3+

4+

5+00 6+00 7+00

8+00

9+00 10+00

11+00 12+00

13+00 13+34

0+00

1+00

2+00

3+00

4+00

5+

6+

7+008+00

9+00 10+00 11+00 12+00 12+94

5+04

3+00

4+00

5+00

7+00.00

8+00.00

3+

.0 03+

.6

0+

.4 01+

.0

1+

.0

2+

.0

BORROW AREA 1A

(SEE C-307 FOR SECTION VIEWS)

BORROW AREA 2A

(SEE C-307 FOR SECTION VIEWS)

BORROW AREA 1B

(SEE C-308 FOR SECTION VIEWS)

BORROW AREA 3A

(SEE C-311 FOR SECTION VIEWS)

BORROW AREA 2B

(SEE C-308 FOR SECTION VIEWS)

BORROW AREA 2C

(SEE C-309 & C-310 FOR SECTION VIEWS)

INDEX: OF

C-108

S U

R V

E Y

L A

Y O

U T

B

O R

R O

W A

R E

A (1

O F

2)

-1 1-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

/2

2:

P M b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

MATCH LINE - SEE SHEET C-109

N

60' 0' 60' 120'

SCALE: 1''=60'

LEGEND:

CONTOUR ELEVATION

BORROW AREA LIMITS

TURBIDITY CONTROL MEASURE

BASELINE AND STATIONING

NOTES:

1. ELEVATIONS IN PARENTHESIS REPRESENT

NEGATIVE VALUES.

2. ALL SURVEYS SHOULD EXTEND A MINIMUM

OF 10 FT OUTSIDE OF THE FILL AREA, SEE

SECTION 17 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS FOR

MORE INFORMATION.

3. IN ADDITION TO THE SURVEY TRANSECTS

SHOWN ON THIS SHEET, SURVEY POINTS

ARE REQUIRED ALONG THE EDGE OF THE

FILL AND BORROW AREAS. THERE ARE

SPECIFIC REQUIREMENTS FOR THE

PRE-CONSTRUCTION, PAY, AND

POST-CONSTRUCTION SURVEYS AS

DEFINED IN SECTION 17 OF THE

TECHNICAL PROVISIONS OF THE

SPECIFICATIONS.

0+00

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

0 (1) (2)

(2) (1)

0 1

(1

(1)

(2

(2

(3)

(1)

(2)

(3)

(3)

(1)

(1)

(3)

(4)

(5

(4

(4

(1

(5

(6

(6)

(5

0+

.0

1+00.00

1+

.00

2+

.0 03+

.0

4+

.0

4+

.0

0+ 0.0

0.0

0+00.00

1+00.00

2+00.00

3+00.00

4+00.00

5+00.00

6+

.00

7+

.0

8+

.0 09+

.0

+4

7.

1+50.10

0+00

1+00

2+00

0+00

1+00

2+00

3+00

4+00

4+50

1+

.00 2+00.00

3+00.00

4+00.00

5+00.00

6+00.00

7+00.00

1+92.00

BORROW AREA 3D

(SEE C-312 FOR

SECTION VIEWS)

BORROW AREA 2C

(SEE C-309 & C-310

FOR SECTION VIEWS)

BORROW AREA 3C

(SEE C-312 FOR

SECTION VIEWS)

BORROW AREA 3A

(SEE C-311 FOR

SECTION VIEWS)

BORROW AREA 3B

(SEE C-311 FOR

SECTION VIEWS)

BORROW AREA AREA (sq. ft) VOLUME (Cu. Yd.)

BORROW 1A 66151 4068

BORROW 1B 58927 2700

BORROW 2A 59429 5425

BORROW 2B 10487 785

BORROW 2C 157107 6042

BORROW 3 A,B,C, AND D 44600 1114

TOTAL 396701 20134

INDEX: OF

C-109

S U

R V

E Y

L A

Y O

U T

B

O R

R O

W A

R E

A (2

O F

2)

-1 1-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -1

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

1/

:0

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

60' 0' 60' 120'

SCALE: 1''=60'

NN

MATCH LINE - SEE SHEET C-108

LEGEND:

CONTOUR ELEVATION

BORROW AREA LIMITS

TURBIDITY CONTROL MEASURE

BASELINE AND STATIONING

NOTES:

1. ELEVATIONS IN PARENTHESIS REPRESENT

NEGATIVE VALUES.

2. ALL SURVEYS SHOULD EXTEND A MINIMUM

OF 10 FT OUTSIDE OF THE FILL AREA, SEE

SECTION 17 OF THE TECHNICAL

PROVISIONS OF THE SPECIFICATIONS FOR

MORE INFORMATION.

3. IN ADDITION TO THE SURVEY TRANSECTS

SHOWN ON THIS SHEET, SURVEY POINTS

ARE REQUIRED ALONG THE EDGE OF THE

FILL AND BORROW AREAS. THERE ARE

SPECIFIC REQUIREMENTS FOR THE

PRE-CONSTRUCTION, PAY, AND

POST-CONSTRUCTION SURVEYS AS

DEFINED IN SECTION 17 OF THE

TECHNICAL PROVISIONS OF THE

SPECIFICATIONS.

0+00

AutoCAD SHX Text

TCM

AutoCAD SHX Text

TCM

EXISTING CANAL

FILL TO ELEV: +1.5 - 0.5' NAVD88 GEOID12B (TYP)

EXISTING GROUND LEVEL

EXCAVATE TO ELEV:1.00' NAVD88

VARIES

1:5

TIE INTO GRADE OF

EXISTING CANAL

EXISTING CANAL

EXISTING GROUND LEVEL

EXCAVATE TO ELEV:1.00' NAVD88

FILL TO ELEV: +1.00 - 0.5' NAVD88 GEOID12B (TYP)

OR MATCH EXISTING GRADE IF LOWER THAN +1.00'

1:20 1:20

1:

INDEX: OF

C-301

TY

P

IC

A

L S

E C

TI

O

N S

-0 5-

N

C

M M

H

JP

SD

10' 0' 10' 20'

HORZ SCALE: 1''=20'

1' 0' 1' 2'

VERT SCALE: 1''=2'

A2 C-101

FILL AREA 3 - TYPICAL SECTION

HORZ SCALE: 1''=20'/ VERT SCALE: 1"=2"

C2 C-101

FILL AREA 1 AND 2 - TYPICAL SECTION

HORZ SCALE: 1''=20'/ VERT SCALE: 1"=2"

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 2/

1/

0:

A M b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

FILL AREA LIMITS

BORROW AREA LIMITS

FILL AREA

BORROW AREA

NOTES:

1. TYPICAL SECTION C2 APPLIES TO FILL AREA 1 AND 2,

INCLUDING FILL AREA 2 EXPANSION. THE TARGET FILL

ELEVATION IS +1.5 FT NAVD88 GEOID12B WITH A -0.5 FT

TOLERANCE FOR ACCEPTANCE.

2. THE SHOWN 1:20 SLOPE IN TYPICAL SECTION C2 IS FOR

DELINEATION OF THE FILL AREA AND THE MAXIMUM PAYMENT

TEMPLATE. THE GOVERNMENT WILL ACCEPT SHALLOWER OR

STEEPER SLOPES THAT PROVIDE A SMOOTH TRANSITION

FROM THE FILL TO THE SURROUNDING GRADE, BUT THE

PAYMENT TEMPLATE WILL NOT BE ADJUSTED FROM THE 1V:20H

SLOPE SHOWN HERE.

3. TYPICAL SECTION A2 APPLIES TO FILL AREA 3. THE TARGET

FILL ELEVATION IS +1.0 FT NAVD88 GEOID12B WITH A -0.5 FT

TOLERANCE FOR ACCEPTANCE. HOWEVER IF THE EXISTING

GRADE ELEVATION IS LOWER THAN +1.0 FT NAVD88 GEOID12B

WHERE THE FILL AREA TIES INTO THE EXISTING GRADE ON THE

LANDWARD SIDE OF THE FILL AREA, THEN THE TARGET

ELEVATION SHALL BE THE EXISTING GRADE AT THAT

LOCATION.

4. THE SHOWN 1:5 SLOPE IN TYPICAL SECTION A2 IS FOR

DELINEATION OF THE FILL AREA AND THE MAXIMUM PAYMENT

TEMPLATE. THE GOVERNMENT WILL ACCEPT SHALLOWER OR

STEEPER SLOPES THAT PROVIDE A SMOOTH TRANSITION

FROM THE FILL TO THE CANAL WATER BOTTOM, BUT THE

PAYMENT TEMPLATE WILL NOT BE ADJUSTED FROM THE 1V:5H

SLOPE SHOWN HERE.

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+00

-20

-15

-10

-5

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+50

-20

-15

-10

-5

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

4+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

4+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+00

-20

-15

-10

-5

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+02

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 1300-10

INDEX: OF

C-302

FI

LL

A R

E A

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

3/

:1

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

AT

IO

N (F

T)

OFFSET (FT)

0+26

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+41

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+91

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

4+55

-20

-15

-10

-5

-20

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

6+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

6+48

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

8+77

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

INDEX: OF

C-303

FI

LL

A R

E A

O

F 2)

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

6/

:1

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

AT

IO

N (F

T)

OFFSET (FT)

9+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

9+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

10+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

10+64

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

11+12

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

11+56

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

11+93

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

12+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

12+70

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

12+88

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 1100-10-20-30-40-50

INDEX: OF

C-304

FI

LL

A R

E A

O

F 2)

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 0/

/2

:0

PM b y G

ES

PI

N O

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

AT

IO

N (F

T)

OFFSET (FT)

3+98

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+91

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 600-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+69

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

1+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+50

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

4+12

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 1000-10

INDEX: OF

C-305

FI

LL

A R

E A

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 0/

/2

:4

PM b y G

ES

PI

N O

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

WESTERN FILL AREA 3

SCALE: 1''=20'

EASTERN FILL AREA 3

SCALE: 1''=20'

AT

IO

N (F

T)

OFFSET (FT)

6+50

-15

-10

-5

-15

-10

-5

0 10 20 300-10-20-30-40-50-60-70-80-90-100

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

7+00

-15

-10

-5

-15

-10

-5

0 10 20 300-10-20-30-40-50-60-70-80-90-100

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

7+50

-15

-10

-5

-15

-10

-5

0 10 20 300-10-20-30-40-50-60-70-80-90-100

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

8+00

-15

-10

-5

-15

-10

-5

0 10 20 300-10-20-30-40-50-60-70-80-90-100

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

8+30

-15

-10

-5

-15

-10

-5

0 100-10-20-30-40-50-60-70-80-90-100-110-120

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

6+30

-15

-10

-5

-15

-10

-5

0 10 20 300-10-20-30-40-50-60-70-80-90-100

INDEX: OF

C-306

FI

LL

A R

E A

E

X P

A N

S

IO

N

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 1/

6/

:1

PM b y

N C

O X

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

AT

IO

N (F

T)

OFFSET (FT)

1+02

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

2+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

3+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

4+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

6+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

7+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

8+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

9+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

10+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

11+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

12+00

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

13+14

-10

-5

-10

-5

0 100-10-20-30-40-50-60

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+50

-10

-5

-10

-5

0-10-20-30-40-50-60

EL

EV

AT

IO

N

(F T)

OFFSET (FT)

2+97

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N

(F T)

OFFSET (FT)

4+13

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+00

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

5+87

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

7+43

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

8+00

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

9+00

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

10+00

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

11+00

-5

-5

0 100-10-20-30-40-50-60-70-80

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

12+64

-5

-5

0 100-10-20-30-40-50-60-70-80

INDEX: OF

C-307

B O

R R

O W

A R

E A

A

A

-0 5-

N

C

M M

H

JP

SD

D w n by

D es ig ne d by

R ev ie w ed b y:

D at e:

R ev

C kd b y:

Su bm itt ed b y:

D ra w in g Sc al e:

Pl ot s ca

P ro je ct w in g co cr ip tio n

D at e Ap pr

M ar k

A

LA

B A

M A

C O

N N

E C

TI

N

G C

O A

S

TA

L W

A

TE

R S

P R

O

JE

C T

S

IT

E

F

IS

H

R

IV

E R

A N

D W

E E

K S

B A

Y M

A R

S H

R E

S

TO

R A

TI

O

N

Sheet Reference No.

1:

(A R

C H

B

/0

SEAL

N

. W at er S tre et

, S ui te

M ob ile , A

L

E

21 3 4 5

Fi le

: Q :\B

R \2

9-

\2

C

AD

D

Ac tiv e\ _A la ba m a

C on ne ct in g

C oa st al

W at er \2

1-

C -3

; P lo tte d:

/1 4/

:0

PM b y C

O X, N

IC

H O

LA

S; S av ed

: 1 0/

/2

:4

PM b y G

ES

PI

N O

D

C

B

A

N

IC

H O

LA

S

C O

X M

O

FF

AT

T

N

IC

H

O L

21 3 4 5 6

E

D

C

B

A

LEGEND:

EXISTING GRADE

CONSTRUCTION TEMPLATE

NOTES:

1. ELEVATIONS IN FEET REFERENCED TO

NAVD88, GEOID12B.

2. VERTICAL EXAGGERATION 1H=10V.

3. EXISTING GRADE BASED ON FUGRO

LAND SURVEY PERFORMED IN MARCH

2019.

20' 0' 20' 40'

HORIZ SCALE: 1''=20'

16' 0' 16' 32'

VERT SCALE: 1''=16'

BORROW AREA 2A

HORIZ SCALE: 1''=20'

BORROW AREA 1A

HORIZ SCALE: 1''=20'

AT

IO

N (F

T)

OFFSET (FT)

2+00

-15

-10

-5

-15

-10

-5

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 3000-10

EL

EV

AT

IO

N (F

T)

OFFSET (FT)

0+34

-10

-5

-10

-5

0 10 20…