IWW Palm Valley South BCOES_Plans.pdf

PDF 44 MB Posted Jul 22, 2022

Attached to: INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI – MAINTENANCE DREDGING, 12-FOOT PROJECT, PALM VALLEY, SOUTH REACH, ST. JOHNS COUNTY, FLORIDA
Solicitation number: W912EP22B0007
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity for maintenance dredging services. The U.S. Army Corps of Engineers Engineering District Jacksonville is seeking bids to dredge approximately 300,000 cubic yards of material from 6.5 miles of the Intracoastal Waterway in Palm Valley, St. Johns County, Florida. Bidders shall place dredged materials in the designated Dredge Material Management Area SJ14. The invitation for bid was issued on July 22nd, 2022 with bids due by September 6th, 2022. The project is estimated to cost between $5-10 million and have a performance period of 195 calendar days from the notice to proceed. The North American Industry Classification System code for this requirement is 237990. The small business size standard is $30 million. A pre-bid teleconference will be held on August 26th, 2022 to discuss work associated with maintenance dredging and pipeline placement within the project area to the disposal site.

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Other files

File	Type	Posted
C.04.01 Abstract IWW Palm Valley (W912EPB0007) signed.pdf	PDF	Dec 13, 2022
B.08.02 AMEND 0005 W912EP22B0007.pdf	PDF	Dec 3, 2022
B.08.02 Amendment 0004, W912EP22B0007 IWW Palm Valley.pdf	PDF	Nov 1, 2022
IWW Palm Valley South_Amendment 0003 Plans.pdf	PDF	Oct 18, 2022
B.08.02 Amendment 0003, W912EP22B0007 IWW Palm Valley (Signed_REVISED).pdf	PDF	Oct 18, 2022
B.08.02 Amendment 0002, W912EP22B0007 IWW Palm Valley.pdf	PDF	Sep 22, 2022
B.08.03 Amendment 0001, W912EP22B0007 IWW Palm Valley.pdf	PDF	Aug 23, 2022
22B0007_IWWPalmValleySouth_Vol2_RTA_2022_07_20_Rev.2.pdf	PDF	Jul 22, 2022
GDR_IWW-Palm Valley South_FY22 Final_2022_04_13.pdf	PDF	Jul 22, 2022
B.08.02 Vol. 1 W912EP22B0007 IWW Jacksonville to Miami Palm Valley South Reach_final.pdf	PDF	Jul 22, 2022

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O D

U C

N D

D U

O N

A 2%

O D

U C

N D

D U

O N

A 4%

-A pr -2

-IW

S2 2-

G I0

W G

W . R

M . R

C O

A N

D S

G-01

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

INTRACOASTAL WATERWAY, JACKSONVILLE TO MIAMI

MAINTENANCE DREDGING, 12-FOOT PROJECT

PALM VALLEY, SOUTH REACH

ST. JOHNS COUNTY, FLORIDA

W912-EP-22-B-0007

US Army Corps of Engineers ®

DRAWING INDEX

DWG NO. TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02 TERMS AND ABBREVIATIONS, SYMBOLOGY, GENERAL NOTES & SURVEY NOTES

G-03 PROJECT OVERVIEW

G-04 CONTROL DATA - CHANNEL

G-05 CONTROL DATA - CHANNEL

CIVIL

C-01 DREDGING PLAN STA 44+00 CUT SJ-8 TO STA 17+00 CUT SJ-9

C-02 DREDGING PLAN STA 17+00 CUT SJ-9 TO STA 50+00 CUT SJ-9

C-03 DREDGING PLAN STA 50+00 CUT SJ-9 TO STA 83+00 CUT SJ-9

C-04 DREDGING PLAN STA 83+00 CUT SJ-9 TO STA 31+00 CUT SJ-10

C-05 DREDGING PLAN STA 31+00 CUT SJ-10 TO STA 5+00 CUT SJ-11

C-06 DREDGING PLAN STA 5+00 CUT SJ-11 TO STA 22+00 CUT SJ-12

C-07 DREDGING PLAN STA 22+00 CUT SJ-12 TO STA 2+00 CUT SJ-13

C-08 DREDGING PLAN STA 2+00 CUT SJ-13 TO STA 73+00 CUT SJ-14

C-09 DREDGING PLAN STA 73+00 CUT SJ-14 TO STA 21+00 CUT SJ-15

C-10 DREDGING CROSS SECTIONS

C-11 DISPOSAL PLAN SJ-14

C-12 DISPOSAL PLAN - PIPELINE CORRIDOR

C-13 DISPOSAL PLAN - PIPELINE CORRDIOR

C-14 DISPOSAL PLAN - DAVIS PARK

RESOURCE

R-01 RETURN PIPELINE AS-BUILT & ROADWAY

R-02 RETURN PIPELINE AS-BUILT AND DAVIS PARK ROAD

R-03 DAVIS PARK FIELD -GRADING PLAN

R-04 DMMA SJ-14 TYPICAL CROSS-SECTION

I N T R A C O A S T A L W

A T E R W A Y

S T A T E O F F L O R I D A

S T J O H N S C O U N T Y

M A I N T E N A N C E D R E D G I N G

3500' 7000'0

A T L A N T I C O C E A N

T O L O

M A T O

R I V E R

SJ-14 D I S P O S A L A R E A

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- G

.D W

, E D

D O

R M

Y C

'-0

P A L M V A L L E Y

G U A N A T O L O M A T O M A T A N Z A S

N A T I O N A L E S T U A R I N E

R E S E A R C H R E S E R V E

D U V A L C O U N T Y

N O C A T E E

I N T R

A C

O A

S T A L W

A T E R

W A

P R O J E C T L I M

I T S

US ROUTE 1

PALM VALLEY PARKWAY

EXISITNG BOTTOM/GRADE

FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

IDENTIFICATION

C-56 C-56

IDENTIFIER

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

DRAWING WHERE

SHOWN

ELEVATION AND LOCATION49.5

TITLE

DRAWING AREA - PLAN

PLAN VIEW

VIBRACORE BORING

CORE BORING

VB-KBIC-1

CB-JH99-22

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE 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.

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE, AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF

THE NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM PROGRAM AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY. ALL ELEVATIONS SHOWN ABOVE

REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO DISTANCE ALONG THE CHANNEL

CENTERLINE.

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE

PERFORMANCE OF CONSTRUCTION OF THIS PROJECT (AERIAL IMAGERY DATED 2020).

6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

SYMBOLS SHOWN ON THIS SHEET.

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

G - GENERAL

C - CIVIL

R - RESOURCE

GENERAL NOTES LEGEND - NAVIGATION REFERENCE SYMBOL KEY SURVEY NOTES - CHANNEL

GENERAL SYMBOLOGY

PROJECT CHANNEL

DREDGING AREAS

STATE/COUNTY BOUNDARY LINE

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

WARNING SIGN

RED DAYBEACON

ADA

APPROX

COR

DMMA

DWG

EL / ELEV

IWW

MLLW

NAVD88

NAD83

NOAA

N.T.S.

RGE

STA

TYP

USACE

AMERICAN DISABILITY ACT

APPROXIMATE

CENTERLINE

CONTRACTING OFFICER REPRESENTATIVE

CUBIC YARD

DREDGED MATERIAL MANAGEMENT AREA

DRAWING

ELEVATION

FOOT/FEET

INTRACOASTAL WATERWAY

MEAN LOWER LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1998

NORTH AMERICAN DATUM OF 1983

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

POINT OF INTERSECTION

RANGE

STATION

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

STAGING / UNLOADING AREA

400'0 200'20' 40'0

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

1. REFER TO SURVEY NO. 22-044.

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO NOAA'S REPORTED MEAN LOWER LOW

(MLLW) OF THE 1983-2001 TIDAL EPOC.

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS AND REFERENCED

TO MLLW USING A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME:

CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_20191202.KTD

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST

ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83).

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE

FOLLOWING REFERENCE BASE LOCATIONS:

REFERENCE BASE LOCATED AT "SJ-105" (OPUS PID: BBHQ93) FOR ALL CUTS

8. DEPTHS DEPICTED BY THIS SURVEY ARE IN FEET AND TENTHS AND REFERENCED TO MEAN LOWER

LOW WATER (MLLW), TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO

THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES

SPECIFIED BELOW:

NOAA TIDAL STATION 872-0398 "0398 G 2006" FOR ALL CUTS (NGS PID: DL3568)

VERTICAL MEASUREMENTS WERE MADE USING A TELEDYNE E20 OPERATING AT 28/200 KHZ. ALL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY CUT

SV WELLS 01 FEB 2022 SJ-8 THRU SJ-10

SV WELLS 16 FEB 2022 CUT-11

SB WELLS 18, 22 FEB 2022 CUT-12 TO CUT-15

9. AIDS TO NAVIGATION WERE LOCATED FOR THIS SURVEY.

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE

DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS

AT THE TIME OF SURVEY.

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

EM1110-2-1003,HYDROGRAPHIC SURVEYING, 30 NOV 2013.

1 DREDGE AREA

SJRL 1

PIPELINE CORRIDOR

SJ 1

CHANNEL CENTERLINE

CHANNEL LIMIT

WIDENER LIMIT

-A pr -2

-IW

S2 3-

W G

W . R

M . R

G Y, G

N O

Y N

R M

D A

N S, G

G-02

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

3- G

D W

, E D

D O

R M

Y C

'-0

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS

TOTALS

NOTE:

DREDGE

AREA

VOLUME TO

REQUIRED

DEPTH

VOLUME IN

ALLOWABLE

OVERDEPTH

TOTAL

VOLUMELOCATION

CUT SJ-12 STA. 30+00 TO CUT SJ-13 STA. 27+59

CUT SJ-8 STA. 45+00 TO CUT SJ-12 STA. 2+501

2 28,000

63,600

91,600

141,700

52,000

196,700

205,300

80,000

288,300

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

S T A T E O F F L O R I D A

A T L A N T I C O C E A N

P R

O J E

C T

L I M I T

S T. J O H N S C O U N T Y

T O L O

M A T O

R I V E R

PALM VALLEY PARKWAY

STA. 0+00 CUT SJ-16

STA. 45+00 CUT SJ-8

C O

U N

SOUTH OF PALM VALLEY BRIDGE

G U A N A T O L O M A T O M A T A N Z A S

N A T I O N A L E S T U A R I N E

R E S E A R C H R E S E R V E

S J - 1 4

D I S P O S A L A R E A

N O C A T E E

P A L M V A L L E Y

I N T R

A C

O A

S T A L W

A T E R

W A

US ROUTE 1

CUT SJ-14 STA. 84+00 TO CUT SJ-15 STA. 5+00 3 0 3,000 3,000

M A I N T E N A N C E D R E D G I N G

-A pr -2

-IW

S2 3-

W G

W . R

M . R

T O

G-03

PROJECT OVERVIEW

SCALE: 1" = 2000'

2000' 4000'0

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

N.T.S.

LOCATION MAP

LOCATION

OF WORK

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

WEST PALM

BEACH

FT. LUDERDALE

ATLANTIC O

CEAN

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

3- G

D W

, E D

D O

R M

Y C

S T

A . 2

C U

T S

J-

M A

T C

N E

S H

E E

T G

-0

S T

A . 9

C U

T S

J-

CUT SJ-8

CUT SJ-9

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

ST. JOHNS COUNTY

INTRACOASTAL WATERWAY

CUT SJ-8

U T-

-8

U T-

-9

U T-

-7

U T-

-8

00X= 535000

X= 532500

X= 530000

X= 537500

X= 540000

X= 537500

U T-

-9

U T-

-1

SJ-105

872 0398 G

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

N/A 6.58

4.42 3.43

534,228.15

534,890.SC

2,108,223.99

2,108,620.SC

BBHQ93

DL3568

SJ-105

872 0398 G

SITE CONTROL POINTS FOR SURVEY 22-044

NOTES:

1. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

HORIZONTAL CONTROL.

2. REFER TO THE SURVEY NOTES, AND REPORTS, FOR INFORMATION

REGARDING THE USE AND APPLICATION OF THE SURVEY CONTROL POINTS

LISTED IN THIS TABLE.

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

SJ8

SJLL8

SJRL8

SJ9

SJLL9

SJRL9

532265.50

532321.86

532209.14

535026.33

535082.18

534970.49

2112309.03

2112336.12

2112281.93

2107021.53

2107049.62

2106993.45

CHANNEL CONTROL POINTS

N E

T G

-0

U T

-9

G -0

S J-

X= 542500

X= 540000

X= 537500

CUT SJ-10

CUT SJ-11

CUT SJ-12

CUT SJ-13

RGE. 0RGE. 62.5RGE. 125

RGE. 0

RGE. 62.5RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

T-

-9

T-

-1

11 SJ

U T-

-1

U T-

-1

U T-

-1

C U

T-

-1

U T-

-1

U T-

-1

C U

T-

-1

C U

T-

-1

U T-

-1

U T-

-1

U T-

-1

C U

T-

-1

10 SJ

ST. JOHNS COUNTY

INTRACOASTAL WATERWAY

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

SJ10

SJLL10

SJRL10

SJ11

SJLL11

SJRL11

SJWD11A

SJWD11B

SJ12

SJLL12

SJRL12

SJWD12A

SJWD12B

SJ13

SJLL13

SJRL13

SJWD13A

SJWD 13B

538706.15

538763.27

538649.02

540903.05

540963.86

540842.24

540804.76

540870.37

541127.09

541189.74

541064.44

541029.08

541055.67

540948.20

541009.98

540886.41

540896.77

540706.11

2099418.31

2099443.74

2099392.87

2094027.69

2094044.08

2094011.30

2094103.28

2093811.04

2092432.66

2092435.95

2092429.36

2092681.13

2092174.97

2087242.53

2087220.73

2087264.33

2087564.70

2087024.13

CHANNEL CONTROL POINTS

-A pr -2

-IW

S2 3-

W G

W . R

M . R

C O

O L

A C

G-04

CONTROL DATA

SCALE: 1" = 400'

400' 800'0

N.T.S.

KEY PLANN

G -0

4 G -0

400' 800'0

N.T.S.

KEY PLANN

G -0

4 G -0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

3- G

D W

, E D

D O

R M

Y C

MATCHLI

NE S

HEET G

-0

STA. 2

UT-S

J-

M A

T C

N E

S T

A . 1

C U

T -S

J-

CUT SJ-14

CUT SJ-15RGE. 0

RGE. 62.5

RGE. 125 RGE. 0

RGE. 62.5RGE. 125 RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5RGE. 125

D1 4A

D1 4B

U T-

-1

U T-

-1

U T-

-1

U T-

-1

C U

T-

-1

U T-

-1

T-

-1

T-

-1

T-

-1

-S J-

ST. JOHNS COUNTY

INTRACOASTAL WATERWAY

X= 542500

X= 540000

X= 537500

POINT (Y) NORTHING(X) EASTING

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90))

SJ14

SJLL14

SJWD14A

SJWD14B

SJ15

SJLL15

SJRL15

SJ16

SJLL16

SJRL16

SJ17

SJLL17

SJRL17

538955.21

539020.42

539233.24

539065.37

540030.41

540091.62

539969.20

540873.48

540934.36

540812.61

541128.52

541189.44

541067.60

2084587.44

2084570.21

2084853.72

2084218.43

2076172.25

2076186.34

2076158.17

2073672.20

2073687.27

2073657.14

2072092.17

2072106.99

2072077.35

CHANNEL CONTROL POINTS

-A pr -2

-IW

S2 3-

W G

W . R

M . R

C O

O L

A C

G-05

N.T.S.

KEY PLANN

G -0

4 G -0

400' 800'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

3- G

D W

, E D

D O

R M

Y C

8.8

5.5

6.3 5.6

9.9

.4 17 .1

9.7

8.9

8.1

8.9

5.5

9.1

.0 12

8.4

5.8 8.9

5.4

8.2

8.5

9.1

8.4

6.9

9.1 8.5

9.7

8.3

9.5

9.0 13 .4

9.1

9.8

5.4

5.8

5.5

8.3

6.4

8.5

6.0

6.2

9.1

6.4 8.2

8.7

6.6

5.7

4.4

8.3

4.8

8.6

.4 18 .3

8.5

8.3

.9 13 .2

.1 8.7

9.9

9.8

5.6

5.3

8.7

7.05.0

8.7

5.5

.2 11 .5

.8 13

.2 17 .0

9.2 8.2

8.2

9.7

7.3

4.8

8.4

6.1

5.5 5.6

8.6

9.1

9.3

5.8

.9 12 .9

.4 12 .3

5.3

8.4

5.8 5.4

.4 13

9.7

6.1 5.5

8.3

8.9

6.2

5.4

.6 17

9.9

8.8

.5 15

8.5

.4 13

9.28.35.5

8.4

6.5

8.5

8.6

9.2

5.8

7.5

5.8

8.9

5.2

5.5

7.9

9.4

.3 12

8.4 8.3

9.2

8.2

8.7

6.1

7.3 11 .6

9.2

7.910 .4

6.5 9.0

.6 12

6.1

5.7

6.3

6.6

9.3

5.9

7.4

8.8

.9 12

9.4

5.8

8.2

7.9

8.2

8.3

9.6 12 .1

9.0

8.1

6.1

8.2

7.5 9.6

6.2 4.5

.4 11 .4

9.5

9.4

9.5

6.2

8.1

6.1

5.5

8.7

9.2

9.6 8.9

9.0

7.8

9.4

9.3

8.7

9.3 11 .3

7.7

6.1

.2 12

6.0 6.0

7.8

9.1

11.9.7

6.1

6.1 6.2

5.8

.4 12

8.7

8.211 .3

9.3

.6 12

.8 12

9.1

6.6

8.1

.3 9.7

6.2

8.37.6

9.1

5.6

9.5

6.1

9.4

6.6

8.2

8.1

9.79.4

8.4

6.76.0

8.1

6.1

6.0

9.2

5.8

6.5

6.0

.5 11

.2 11

6.0

9.8 9.6

8.1

7.7

9.1

9.3

9.8

8.2

9.7

6.5

7.9

5.9

7.6

9.4

8.35.5

9.8

6.1

5.7 6.7

9.7

8.8

6.7

8.5

8.4

8.5

7.5

9.4

9.1

9.3

9.6

.5 1

9.3

9.7

8.6

9.1

9.4

6.0

7.9 7.1

X= 534000

X= 533500

X= 533000

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 4 5+

. 5 0+

. 5 5+

CUT-SJ-8

X= 535500

X= 535000

X= 534500

CUT SJ-9

. 5 +0

. 1 0+

. 1 5+

. 2 0+

S T

U T

M A

T C

H L

I N

H E

T A

U T

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E RP

L M

A L

B R

I D

G E

. 4 4+

C-10

APPROX.

SHORELINE (TYP.)

. 5 1+

"IN

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

INFO SIGN SIGN (06/21) 534,518 2,107,879 30°07'52.63" 81°23'05.33"

VB-SJ8-22-1 VB-SJ9-22-1

VB-SJ9-22-2

P.I. STA. 59+64.88 CUT SJ-8

P.I. STA. 0+00 CUT SJ-9

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-8

T O

. 1 7+

U T

-9

D R

N C

C-01

DREDGING PLAN

SCALE: 1" = 100'

100' 200'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

N.T.S.

KEY PLAN

EXISTING MARINA WITH

BOAT RAMP

SEE NOTE 1

SEE NOTE 2

1. BETWEEN CUT SJ-08 STA 44+00 TO CUT SJ-09 STA 4+00, THERE

ARE SEVERAL DOCKS EAST OF THE CHANNEL. MAINTAIN A

MINIMUM OF 25-FOOT OFFSET WHEN DREDGING TO DOCKS OR

ANY STRUCTURE.

2. BETWEEN CUTS SJ-08 STA 44+00 TO CUT SJ-09 STA 13+00, THERE

ARE SEVERAL DOCKS WEST OF THE CHANNEL. MAINTAIN A

MINIMUM OF 25-FOOT OFFSET WHEN DREDGING TO DOCKS OR

ANY OTHER STRUCTURE.

7.4

6.7

.0 13 .0

7.4

7.2

7.8

6.5

7.5

9.1 7.7

8.0

9.0

.4 11

9.2

.6 12

.8 11 .8 11 .7

9.37.6

7.3

5.5

8.6

9.5

8.36.2

9.7

.1 12 .6 13 .0

9.8

6.2

8.57.7

6.7

.0 12

7.7

8.2

7.6 7.8

.3 12

.1 12 .1

9.4

.4 11 .0 9.7

6.9

9.7

8.2

8.3

6.4

7.3

7.0

7.97.2

7.3

.8 11 .1

9.3

6.7

6.2

7.0

7.2

7.8

7.4

7.0

7.9

.4 9.8

8.7

6.9

9.4

.2 11 .3

6.97.3

9.28.7

9.6

6.8

8.3

9.3

7.7

.7 13 .2 13

9.6

7.1

6.2

6.1

.9 11 .3

8.3

7.2

6.6 7.8

8.3

.0 11

.1 12

.4 12 .9

8.9

.2 13 .2

.2 8.4

6.6

9.4

7.6

7.2

7.7

6.5

9.1

7.9

6.4

9.7

8.7

9.3

6.3

9.7 10 .3

7.3

9.2

8.3

7.0

7.7

8.2

8.6

8.3

8.3 9.3

8.1

7.5

7.56.9

5.9

7.3

.9 13

.3 13 .4

7.4

8.6 7.5 7.7

7.3 7.1

6.5

7.9

.8 11 .1

9.3

6.8

7.9

7.8

7.3

9.7

.6 10

9.2

6.2

6.5

9.1

8.7

7.3

8.4

6.3

7.6

8.5 7.3

.4 8.7

9.4 10 .9

7.5

6.8

6.9

9.4

8.8 8.8

.2 12

7.4

6.4

.0 12

6.3

9.0 11 .2

.1 13 .1

.5 11

9.4

6.57.2

8.2

9.6

8.2

7.1 8.2

.7 12

9.6

7.8 8.3

6.4

7.5

.5 11 .3

8.4

7.3

8.8

.3 12

.2 10 .9

7.8

7.3

9.5 11 .3

8.5

8.3

9.2

7.8

7.3

.9 12

7.3

9.7 10 .6

6.4

9.7

8.8

9.3 10 .6

6.2

8.6

.9 11 .1

7.9

9.8

7.27.6

6.1

6.5 7.3

9.7

8.5

7.3

7.9

6.5

8.7

7.8

9.3

6.3

.3 12 .8

X= 537000

X= 536500

X= 536000

X= 535500

X= 535000

X= 534500

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 2 0+

. 2 5+

. 3 0+

. 3 5+

. 4 0+

. 4 5+

00X= 538500

X= 538000

X= 537500

X= 537000

X= 536500

X= 536000

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

C U

T S

J-

M A

T C

N E

S H

E E

T C

-0

S T

A . 5

C U

T S

J-

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

CUT SJ-9

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

. 2 1+

B C-10

PIPELINE CORRIDOR

APPROX. SHORELINE

(TYP)

VB-SJ9-22-3

VB-SJ9-22-4

VB-SJ9-22-5

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-9

T O

. 5 0+

U T

-9

D R

N C

C-02

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

N.T.S.

KEY PLAN

7.5

9.9

7.9

7.1

.2 12 .4

.4 13 .4

.3 13

9.3

7.4

6.5

9.8

7.2

6.5

9.3

6.97.5

9.2

6.1

7.2

.8 13 .3

4.6

9.8

8.2

9.8

9.9

7.5

8.2

7.2

6.97.0

9.511 .3

7.57.3

.9 13

8.4

.0 13

9.4

7.5

6.2

.0 14 .1

9.3 10 .3

.3 11 .0

9.2

8.1

9.7

8.3

6.8

7.8

7.0

7.3

7.9

9.9

3.2

9.6

9.1

9.2 9.8

7.7

.8 13 .7

.6 13

9.9

.8 10

.1 8.7

7.3

9.3

8.0

.4 13

9.4

8.9

7.8 9.67.0

9.6

7.7

8.7

.2 13 .0

7.2

7.0

7.4

9.06.9

9.4

9.29.3

9.0

8.7

7.9

8.7

6.1

9.8

7.3

9.3

8.8

9.7 10 .7

.9 12 .6

8.4

.4 11

7.3

7.7

6.3

9.8

7.5 12 .3

7.5

8.9

.2 12

.3 9.7

9.0

8.17.5

7.9

9.8

.8 13 .1

9.8

14.

7.39.7

8.3

9.2

6.77.4

.9 12 .8

7.5

.3 13

.0 12

7.6

9.010 .1

5.4 12 .3

8.6

9.8

9.7

8.1

.1 13 .3

7.0

9.9

7.4

7.3

6.6 9.3

.0 12

9.4

6.6

7.6 8.8

9.26.7

13.

7.8 9.3

.5 12 .3

9.411 .4

.3 13

7.1

.6 13

.7 8.1

7.6

.4 12 .7 13

9.4

5.8

.6 13

.2 12

.5 13

8.6

7.9 6.8

9.0

7.4 7.4

9.1

6.5

7.9 7.47.0 8.9

.6 11

8.9

9.8

7.58.0

6.1

9.78.7

.5 13 .1

9.3

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 5 5+

. 6 0+

. 6 5+

. 7 0+

00X= 538500

X= 538000

X= 537500

X= 537000

X= 536500

X= 536000

A . 7

. 8 0+

X= 539500

X= 539000

X= 538500

X= 538000

X= 537500

M A

T C

N E

S H

E E

T C

-0

S T

A . 5

C U

T S

J-

M A

T C

N E

S H

E E

T C

-0

S T

A . 8

C U

T S

J-

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

CUT-SJ-9

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

APPROX. SHORELINE

(TYP.)

"L T-

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

G"3" LT-3 (06/21) 538,517 2,000,007 30°06'34.83" 81°22'19.50"

VB-SJ9-22-7

VB-SJ9-22-8 VB-SJ9-22-9

VB-SJ9-22-10

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-8

T O

.8 3+

U T

-9

D R

N C

C-03

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

X= 539500

X= 539000

X= 538500

X= 538000

X= 537500

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

CUT SJ-9

. 5 +0

. 1 0+

. 1 5+

. 2 0+

. 2 5+

. 3 0+

X= 541000

X= 540500

X= 540000

X= 539500

X= 539000

X= 538500

M A

T C

H L I N

H E

T A

M A

T C

H L

I N

H E

T A

P.I. STA. 84+46.90 CUT SJ-9

P.I. STA. 0+00 CUT SJ-10

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

8.99.0

0.3

8.9

9.2

9.9

9.1

9.6

9.5

.9 12

9.1

.3 12 .0 11 .7

8.4

8.5

9.8 9.8

9.9

9.0 11 .3

8.2

9.8

7.7

7.8

7.57.0

9.77.9

.6 11

.0 8.8

.6 12 .0

.7 9.6

8.07.7 11 .3

9.9

.0 8.1 9.9

9.9

8.8

9.4

9.9

8.9

8.6

9.7

9.9

9.8

9.1

9.8

9.0

8.6

.4 13

.7 11

9.1

9.7

9.9

8.6

.3 11

7.8

.6 11

.9 12

8.1

9.9

.1 9.9

9.8

8.9 10 .0

9.68.0

9.9 9.0

8.9

9.7

.3 11

9.9

9.6

.7 12

9.5

6.5

9.3 10 .0

9.6

9.3

8.8

.1 12 .1

6.9 7.4

.0 10

9.8

8.4 10 .8

9.6

9.4

8.4

.0 12 .3

9.8

8.8

.8 9.7

6.5

.4 13

9.39.8 9.8

.0 10

9.9

7.7

8.99.4

8.510 .2

9.8

.9 8.8

.5 11

8.4

9.6 9.7

8.5

.2 11 .3

9.5

9.6

.8 12

8.6

9.9

8.8

9.9

6.1

9.8

8.8

9.3 10 .6

.8 12

.4 10

.9 11

9.7

7.5 10 .0

9.5

.7 11

.2 11 .7

.1 12

8.4

9.0

7.3 9.4

8.4

9.4

9.7

9.4

.1 11

8.2

7.4

7.6

9.7

9.3

9.0

.8 7.2

8.9

9.4

9.3

.7 12

9.3

8.8

9.5

8.0

.5 12

.5 12 .5

9.6

9.7

9.9

9.7 10 .0

.9 12

9.9

CUT-SJ-10

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

. 3 +0

C-10

APPROX.SHORELINE

(TYP.)

VB-SJ10-22-1 VB-SJ10-22-2

VB-SJ10-22-3

VB-SJ10-22-4

"G D

B- 5"

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

DBN-5 (06/21)G"5" 539,865 2,096,806 30°06'03.19" 81°22'04.04"

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T-

-9

T O

. 3 1+

U T

-1

G P

C-04

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

. 3 0+

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 3 5+

. 4 0+

. 4 5+

. 5 0+

. 5 5+

X= 541000

X= 540500

X= 540000

X= 539500

X= 539000

X= 538500

CUT SJ-11

M A

T C

H L

I N

H E

T A

P.I. STA. 58+21.09 CUT SJ-10

P.I. STA. 0+00 CUT SJ-11

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

.3 14

9.3 12 .9

9.9

8.8

.8 12 .1

8.4

.0 14

9.2

9.7

.0 14 .3

8.511 .7

9.7

9.9

9.8

.9 10 .7

9.5

.3 .4

.9 10 .5

.4 14 .4

9.0

9.5

9.9

.9 11

9.4

9.7

.6 14

.8 13 .4 12

9.3

9.4

.3 13 .7 11

.7 14

.2 14 .1

.3 13

9.2

.4 11 .8

.1 13

.0 11 .9

0.7

.4 14

.6 13 .2

.5 14

9.7

9.4

9.8

.7 13 .3

9.8

.3 14

.5 9.1

.5 9.4

9.711 .7

9.2

9.1

.7 14 .2

.3 13 .1

.7 13

.8 13 .8

.9 13

.6 14 .2

.0 12

.1 12 .5

9.9

9.6

.6 9.3

.1 14

9.7

9.0

8.9

.5 13 .3

9.8

.2 13 .9

.1 13

.8 13

.6 13

.1 14 .1

.3 14

9.6

.9 14 .1

9.6 9.4

9.5

9.3

.5 11

10.7

14.3

14.1

14.2

14.6

13.9

14.4

12.2

13.4

13.8 14.4

13.8

13.6

14.4

14.3

12.5

14.8

15.3

14.6 15.1

11.9 15.2

14.0 13.7

14.8

13.0 14.5 14.3

13.0 14.3 14.8

13.1

13.9

13.5

13.7

11.0

13.9

15.2

14.

14.3

14.3 15.3

9.7

12.3 12.1

15.2

12.6

9.7

13.3

13.4 11.8 13.1

14.2

10.3

12.4

14.2

10.7

15.0

14.4

15.5

11.0

13.3

14.1

14.3

14.7

14.6 13.8

14.2

11.8

13.7

14.0

12.9

12.5 14.0

12.4

14.0

9.0

11.5 14.9

13.8

15.3

14.5

13.8

15.3

12.8

15.7

. 3 7+

. 4 6+

. 5 7+

CUT SJ-10

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

. 3 9+

. 5 2+

C-10

APPROX. SHORELINE

(TYP.)

X= 541500

VB-SJ10-22-5

"G D

B- 7"

"R D

B- 8"

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

G"7" DBN-7 (06/21) 540,361 2,095,559 30°05'50.87" 81°21'58.35"

R"8" 540,729 2,094,217 30°05'37.59" 81°21'54.11"DBN-8 (06/21)

. 3 2+

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T-

-1

O S

. 5

C U

-1

D R

N C

C-05

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

. 1 5+

X= 542500

X= 542000

X= 541500

X= 541000

X= 540500

X= 540000

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 5 +0

. 1 0+

00 ST

. 1 0+

. 1 5+

. 2 0+

CUT SJ-11

. 2 5+

M A

T C

H L

I N

H E

T A

P.I. STA. 16+10.69 CUT SJ-11

P.I. STA. 0+00 CUT SJ-12

.3 14 .3

.8 11 .7

9.8

.8 14

.4 14

.1 14 .4

.4 13

.5 14 .5

.6 10 .3

.8 14

.2 12

.4 16 .4

.3 13

.1 13

.5 10 .9

.1 14

16.

.8 13

.2 13

.1 13 .8

.3 14

.9 14

.3 14

9.4 11 .8

.7 14 .4

.8 13

.6 13

.2 11

9.3

9.7

.2 12

.2 13

.5 15

.0 12 .6

15.

.9 13

9.8

.1 12

.9 14

I R

. 7 +0

0 ST

. 1 2+

. 2 +5

CUT SJ-12

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

APPROX. SHORELINE

(TYP.)

. 8 +3

. 1 3+

"L T-

"R D

B -1

"G D

B -1

"R D

B -1

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

G"9" LT-9 (06/21) 541,123 2,093,331 30°05'28.83" 81°21'49.59"

R"10" DBN-10 (06/21) 541,013 2,092,114 30°05'16.79" 81°21'50.79"

G"11" DBN-11 (06/21) 541,201 2,091,351 30°05'09.24" 81°21'48.63"

R"12" DBN-12 (06/21) 540,919 2,090,318 30°04'59.00" 81°21'51.80"

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-1

O S

. 2

C U

-1

D R

N C

C-06

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

X= 542000

X= 541500

X= 541000

X= 540500

X= 540000

X= 539500

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 2 5+

. 3 0+

. 3 5+

RGE. 0

RGE. 62.5

RGE. 125

. 4 0+

. 4 5+

. 5 0+

CUT SJ-13

M A

T C

H L

I N

H E

T A

P.I. STA. 51+93.21 CUT SJ-12

P.I. STA. 0+00 CUT SJ-13

12-FOOT REQUIRED DEPTH PLUS

2-FOOT ALLOWABLE OVERDEPTH

VB-SJ13

CUT SJ-12

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

.1 11 .4

.5 12 .0

.7 11

.4 11 .1

.0 11

.5 12

.6 11 .7

.3 11

.9 11

.6 3.9

.8 12

.4 11

.2 11 .0

.7 11

.5 11

.4 15

.5 12

.0 11 .8

.7 11 .8 12

.7 12

.3 15

.5 11 .7

.2 11

.3 13

.2 11

.1 13 .8

.9 13

.9 11

.6 12

.4 12

.4 11

.7 11

.4 14

.0 12 .2

5.1

.0 13

.1 12 .0

.6 11

.2 12

.5 13

.8 11

.9 10 .0 11 .3

.9 6.6

.0 13 .3

.3 11

.1 11

.4 13

11.3

11.1

9.3

11.3

10.5

11.3

11.3 10.

11.1

10.8

11.4

10.8

11.1

10.7 10.6

11.2

9.9

9.6

10.9 11.1 10.9

9.0

11.4

10.8

10.2 10.2

10.

11.3

11.1

"G D

B -1

"R D

B -1

"L T-

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

541,156 2,089,569 30°04'51.60" 81°21'49.08"

R"14" DBN-14 (06/21) 540,829 2,087,858 30°04'34.64" 81°21'52.74"

G"15" LT-15 (06/21) 541,092 2,087,223 30°04'28.37" 81°21'49.72"

G"13" DBN-13 (06/21)

APPROX. SHORELINE

(TYP.)

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-1

O S

. 2

C U

-1

D R

N C

C-07

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

CUT SJ-13

X= 541000

X= 540500

X= 540000

X= 539500

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

X= 539000

X= 538500

. 5 +0

A. 5

A. 1

A. 2

A. 3

CUT SJ-14

. 1 0+

P.I. STA. 33+19.86 CUT SJ-13

P.I. STA. 0+00 CUT SJ-14

CUT SJ-13

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

9.2

9.1

12.7

8.9

12.0

14.8

9.8

11.7

11.9

10.0

10.3

12.6

8.7

8.6

9.5

14.7

16.1

11.6

15.7

6.8

12.9

14.3

10.1

10.0

15.0

12.0

14.3 14.0

9.6

14.4

10.4

15.4

9.8

15.3

13.7

16.3

12.6

15.3

11.5

8.8

9.8

15.2

9.4

8.8

9.6

11.4

11.6

9.9

11.6

11.4

10.7

10.3

11.1

13.8

15.2

8.1

11.8

10.1

13.4

15.8

14.5

9.7

5.3

11.9

11.3

15.4

8.6

14.7 14.7

10.4

14.0

6.5

8.8

8.9

6.4

11.8

11.0

8.7

11.0

15.9

16.2

11.4

7.0

12.3

16.0

16.2

9.6

14.7

11.1

12.4

8.0

12.2

14.9

6.4

12.1

15.2

15.9

16.5

10.3

14.8

8.3

8.7

10.7

10.2

16.0

9.4

14.1

7.4

9.3

11.7

8.2

14.9

5.6

8.7

15.3

14.7

8.6

10.9

9.4

8.5

14.1

8.6

5.5

13.0

12.7

10.6

11.4

12.0 5.8

6.6 10.5

15.8

8.6

7.2

11.3

15.3

12.2

8.8

14.1

11.7

10.7

12.1

13.1

10.5

14.5

11.4

11.9

15.6

8.8

11.9

8.9

9.4

7.4

10.5

14.8

6.4

11.3

12.3

8.4

9.1

11.4

11.6

10.3

15.3

14.9

10.8

9.8

11.1

14.4

13.4

9.9

11.8

12.1

10.8

7.3

11.7

15.0

11.3

15.1

11.0

8.8

13.1

9.2

9.7

11.0

11.5

8.8

10.6

14.9

14.3

7.4

8.8

12.6

15.8

11.5

9.2

11.4 9.28.9

9.1

6.0

14.8

10.6

13.3

15.7

11.0

14.8

13.0

12.1

12.4

10.7

15.3

11.0

8.3

11.3

8.5

13.1

9.5

11.7

8.1

9.9

14.8 16.1

10.5

13.9 16.1

8.0

12.5

9.1

12.8

14.6

12.2

15.1

12.4

16.3

10.8

8.7

9.4

6.9

9.9

5.5

9.7

14.9

9.1

15.7

9.2

9.7

11.9

10.6

5.2

9.9

12.3

8.8

15.5

11.3

8.3

5.6

10.8

15.1

9.7

8.1

9.6

14.2

11.3

9.5

13.1 12.1

9.2

10.0

10.1

8.6

12.4

8.7

12.1

13.9

13.4

8.7

7.8

9.3

8.0

10.5

12.2

11.0

9.5

7.9

12.5

10.5

7.7

11.7

16.2

15.8

11.6

14.5

13.4

6.4

14.9

11.7

15.7

9.2

9.1

12.7

11.6

9.4

11.5

11.8

7.9

10.1

5.1

8.4

12.1

15.5

9.1 11.0

11.2 10.4

11.8

9.1

12.2

9.6

11.8

11.0

8.5

9.3

9.7

11.7

7.4

15.3

11.0

16.0

11.4

15.6

10.6

12.1

10.2

5.2

16.1

12.3 12.7

8.7

12.3

15.0

6.5

8.0

8.9

15.5

5.3

15.8

10.0

9.3

11.5

8.5

8.8

9.2

15.8

8.7

14.8

13.3

9.4

15.8

5.5

10.7

9.1

8.5

15.0

10.8

9.5

10.4

11.2

12.2

6.7

8.9

13.6

6.2

8.0

12.6

10.2

12.0

9.1

10.4

10.1

8.9

14.9

8.2

9.0

14.3

8.5

14.8

8.5 10.1

14.9

11.1

12.4

9.3

15.0

5.4

9.2

14.7

14.9

10.3

10.1

10.0

10.8

15.7

7.6

11.3

16.3

10.0

10.5

15.8

12.0

12.2

9.7

13.3

15.2

16.5

12.3

7.5

10.2

9.7

13.9 13.7

10.3 9.7

12.3

11.9

16.4

11.4

9.6

8.8

11.8

9.5

9.8

15.3

8.9

9.5

15.2

10.4

12.0

15.9

9.6

7.0

14.3

8.8

15.6

A. 2

C-10

APPROX. SHORELINE

(TYP)

A. 2

-1

VB-SJ13-22-2

VB-SJ13-22-3

VB-SJ13-22-4

"R D

B -1

"R D

B -1

"G D

B -1

"L T-

"G D

B -2

LONGITUDELATITUDEPLANE COORDINATES

AIDS TO NAVIGATIONMAP

LABEL

540,607 2,086,992 30°04'26.07" 81°21'55.24"

R"18" DBN-18 (06/21) 539,839 2,085,896 30°04'15.20" 81°22'03.93"

G"19" DBN-19 (06/21) 539,550 2,085,193 30°04'08.23" 81°22'07.19"

R"20" LT-20 (06/21) 538,897 2,084,679 30°04'03.12" 81°22'14.61"

G"21" DBN-21 (06/21) 539,181 2,084,065 30°03'57.05" 81°22'11.36"

R"16" DBN-16 (06/21)

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

U T

-1

O S

. 7

C U

-1

D R

N C

C-08

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

. 7 0+

X= 540500

X= 540000

X= 539500

X= 539000

X= 538500

RGE. 0

RGE. 62.5

RGE. 125

RGE. 0

RGE. 62.5

RGE. 125

. 7 5+

. 8 0+

CUT SJ-14

X= 541000

. 5 +0

. 1 0+

. 1 5+

. 2 0+

Tolomato River

S H

E E

T A

P.I. STA. 84+83.60 CUT SJ-14

P.I. STA. 0+00 CUT SJ-15

12-F O

O T R

EPTH

2-F O

O T A

LLO

A B

LE O

EPTH

VB-SJ15-22-1

CUT SJ-15

I N T R A C O A S T A L W A T E R W A Y

T O L O M A T O R I V E R

G U A N A T O L O M A T O M A T A N Z A S N A T I O N A L E S T U A R I N E R E S E A R C H R E S E R V E

.9 12

.3 13

.9 14 .7

.1 12 .8

.5 12 .7

.3 13

.8 13

.2 14

.6 14

.3 14 .5

.3 13 .7

.1 14 .1

.8 14 .6

.3 16 .2

.1 14

.3 14 .7

.1 14

.0 14

.5 15

.0 14 .5

.1 14

.0 13

.0 14

.9 14

.3 13

.6 15

.2 14 .3

.1 12 .9

14.2 15.3

14.8

15.3

14.9

13.1

15.8

13.7 14.9

13.6

14.9

13.1

15.5

12.7

13.8

15.1

14.3 15.1

13.7 14.2

15.4

13.0

13.9 13.7

15.8

13.1 13.2

.6 15.3

13.5

12.0

13.2

14.4

7.1

15.2 14.5

13.4

12.1

12.9

13.9

0 15.1

13.7

15.0

13.9

12.8

13.8

17.0

14.7

15.0

14.8

14.5

12.9

13.2

15.0

13.3 13.3

14.3

13.1

12.9

14.1

16.6

13.9

13.1

14.4

12.7

14.9

13.8 13.9

14.7

14.2

12.0

15.7

15.1

14.1 14.2

15.3

13.5

12.4

14.4

14.9 14.8

11.9

14.5

11.6

13.5

14.5 14.5

13.3

15.6

13.2

15.4

13.6

12.9

14.3 14.1

15.2

12.0

16.9

13.7

15.3

12.9

15.2

12.8

15.0

14.0

14.4

11.8

16.0

14.3

16.5

12.9 13.1

15.2

13.1

14.5

14.7

13.8

15.5

17.2

16.0

14.9

15.7

12.9

16.1

13.9 13.2

15.5

12.5

12.3

14.3 14.0

12.6

15.2

15.6

13.3

12.6

15.4

12.4 12.7

12.6

14.1

15.8

14.6

13.7

14.8

14.9

13.8

15.3 15.4

12.5

13.5

13.2 13.7

15.3

15.1 15.2

14.4

13.9 13.1

16.3

12.5

14.9

14.0

13.6 15.8

12.4 14.5

15.0

14.3 15.0 15.0

12.2

12.3

15.6

14.0

13.6

"L T-

"R D

B-

LONGITUDELATITUDE

PLANE COORDINATES

AIDS TO NAVIGATION

MAP

LABEL

G"27" LT-27 (06/21) 540,393 2,076,156 30°02'38.79" 81°21'57.28"

R"28" DBN-28 (06/21) 540,398 2,074,599 30°02'23.38" 81°21'57.16"

. 8 4+

APPROX. SHORELINE

(TYP.)

-A pr -2

-IW

S2 2-

C N

.D W

W . R

M . R

U T

-1

O S

. 7

C U

-1

D R

N C

C-09

100' 200'0

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

9_ .D

W G

, E

D U

O C

M Y

'-0

C- 02 C-

03 C- 04 C

-0

C -0

-0

C -0

C-

T (M

RANGE IN FEET

51+00

0 50 100 150 2000-50-100-150-200

T (M

21+00

0 50 100 150 2000-50-100-150-200

T (M

3+00

0 50 100 150 2000-50-100-150-200

T (M

39+00

0 50 100 150 2000-50-100-150-200

T (M

52+00

0 50 100 150 2000-50-100-150-200

T (M

22+00

-25

0 50 100 150 2000-50-100-150-200

CROSS SECTION AT STA. 51+00 CUT-SJ-8A

C-01 HORIZONTAL:VERTICAL:

CROSS SECTION AT STA. 21+00 CUT-SJ-9B

C-02 HORIZONTAL:VERTICAL:

CROSS SECTION AT STA. 3+00 CUT-SJ-10C

C-04 HORIZONTAL:VERTICAL:

CROSS SECTION AT STA. 39+00 CUT-SJ-10D

C-05 HORIZONTAL:VERTICAL:

CROSS SECTION AT STA. 52+00 CUT-SJ-10E

C-05 HORIZONTAL:VERTICAL:

CROSS SECTION AT STA. 22+00 CUT-SJ-13F

C-08 HORIZONTAL:VERTICAL:

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

C H

G E

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

PROJECT CHANNEL

EXISTING BOTTOM

0 5' 10' 25' 50'0

RANGE IN FEET RANGE IN FEET

WEST EAST WESTEAST

RANGE IN FEET

EAST

RANGE IN FEET

EAST

RANGE IN FEET

WEST EAST

RANGE IN FEET

WEST EAST

RANGE IN FEET

WEST

RANGE IN FEET

WEST

-A pr -2

-IW

S2 2-

C N

.D W

W . R

M . R

D R

C R

N S

C-10

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

0_ .D

W G

, E

D U

O C

M Y

PALM VALLEY BOULEVARD

DAVIS PARK ROAD

SEE SHEET C-12

SEE SHEET C-13

SJ-14 DISPOSAL

AREA

STAGING AREA

IWW FEDERAL

CHANNEL

PIPELINE CORRIDOR

APPROX. 1.5 MILES BETWEEN IWW

AND SJ-14 DISPOSAL AREA

DAVIS PARK

PALM VALLEY ROAD

CONSTRUCT VEHICULAR RAMP

PROPERTY LINE

SEE NOTE 2

DAVIS PARK SERVICE

ROAD

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

J-

C-11

DISPOSAL PLAN SJ-14

SCALE: 1''=250'

250' 500'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

1. NO RETURN PIPELINE FROM THE DMMA TO THE IWW IS REQUIRED

FOR WEIR EFFLUENT DISCHARGE. CONTRACTOR TO USE EXISTING

BURIED RETURN PIPELINE FOR ALL EFFLUENT DISCHARGE.

2. PLACE DREDGE PIPELINE AT THE FURTHEST DISTANCE FROM THE

WEIR STRUCTURE. COORDINATE FINAL PIPELINE PLACEMENT WITH

THE COR.

POINT

PIPELINE EASEMENT AND

CLEARING LIMITS

(X) EASTING (Y) NORTHING

528455.43

528727.21

529147.15

529128.34

528741.92

528469.89

2103012.69

2103089.29

2103152.74

2103089.32

2103030.84

2102954.43

-A pr -2

-IW

S2 2-

C N

.D W

W . R

M . R

E C

O R

C-12

DISPOSAL PLAN - EASEMENT LIMITS

1'' = 40'

40' 80'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

2_ .D

W G

, E

D U

O C

M Y

'-0

1. WEIR STRUCTURE CURRENTLY BEING REPLACED BY OTHERS.

STRUCTURE IS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF

WORK.

2. TEMPORARILY REMOVE CHAIN-LINK FENCE AND STORE FOR REUSE. ANY

REMOVED POST IS TO BE REPLACED WITH SIMILAR MATERIAL..

3. CONSTRUCT ADA COMPLIANT RAMP OVER PIPELINE. RAMP IS TO BE WIDE

ENOUGH TO HANDLE GOLF CART SIZE EQUIPMENT FOR PARK

OPERATIONS PERSONNEL AND FOLLOW EM 385-1-1.

4. AREAS TO BE CLEARED ARE WITHIN WETLANDS. CONTRACTOR TO

FOLLOW CONDITIONS AS PRESCRIBED IN SECTION 01 57 20.

SEE NOTE 2

SEE NOTE 3

DO NOT DISTURB BUILDING

EXISTING WEIR

STRUCTURE

SEE NOTE 1

CONTAINER BOX WITH

WEIR BOARDS

STAGING AREA

EXISTING DIKE TOE

EXISTING DIKE CREST

EXISTING

DIKE TOE

EXISTING DIKE RAMP

SEE NOTE 4

SEE NOTE 2

POINT

PIPELINE EASEMENT AND

CLEARING LIMITS

(X) EASTING (Y) NORTHING

529763.98

529992.47

530008.64

529783.81

2103274.96

2103320.08

2103262.47

2103217.66

8 2103217.66

530042.95 2103330.45

530554.05 2103431.93

530565.76 2103373.34

530056.75

APPROXIMATE LIMITS OF

CONSTRUCTED PARK (SEE NOTE 1)

APPROX. LOCATION

OF VAULTS.

SEE NOTE 2

SEE NOTE 3

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

E C

O R

C-13

DISPOSAL PLAN - EASEMENT LIMITS

1'' = 40'

40' 80'0

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

'-0

1. AERIALS DO NOT SHOW A RECENTLY CONSTRUCTED PARK AT THE

APPROXIMATE LIMITS SHOWN ON THE DRAWING.

2. USE EXISTING 36-INCH STEEL CASING WITH CABLE TO PULL PIPELINE

UNDERNEATH THE ROAD.

3. PLACE PIPELINE ON TOP OF PAVEMENT AND CONSTRUCT A VEHICULAR

RAMP. SEE R-01 FOR ADDITIONAL INFORMATION OF EXISTING CONDITIONS.

4. AREAS TO BE CLEARED ARE WITHIN WETLANDS. CONTRACTOR TO FOLLOW

CONDITIONS AS PRESCRIBED IN SECTION 01 57 20.

-A pr -2

-IW

S2 2-

C N

D W

W . R

M . R

C-14

GENERAL SHEET NOTES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E, D

N M

O B

N O

2E P-

-B

-0

L W

O N

M I

C E

D R

, 1 2-

C T

Y, S O

C H

O H

N S

C O

U N

, F

W C

:\P W

-IW

2- C

W G

, E

D U

O C

M Y

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 Jul 22, 2022.