B.08.02 Plan, Miami Dade Cnt E (W912EP21B0004).pdf
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- Solicitation number
- W912EP21B0004
About this file
This federal contract opportunity solicitation seeks beach erosion control and hurricane protection services along Miami-Dade County, Florida. Work includes nourishing eroded shorelines at 64th Street, 55th Street, 46th Street, and 27th Street with a flat and sloped berm design. Services also involve vibration control and environmental monitoring during tilling and for leatherback sea turtles. The response deadline is June 21, 2021. The magnitude of construction is estimated between $30-50 million. This is an unrestricted acquisition that encourages all responsible offerors to participate.
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P
B
BEACH
NORTH
BEACH
MID
BEACH
SOUTH
JACKSONVILLE DISTRICT
C-10
A T L A N T I C O C E A N
P R
O J
E C
T
L
IM
IT
S
GENERAL
SHEET INDEX
G-01
G-02
COVER AND SHEET INDEX
ABBREVIATIONS AND SYMBOLS
G-03
G-04
C-01
C-02
C-03
C-04
C-05
C-06
CIVIL
C-07
C-08
C-09
SHEET TITLESHEET ID
BEACH EROSION CONTROL
AND HURRICANE PROTECTION PROJECT
M I A M I - D A D E C O U N T Y
S T A T E O F F L O R I D A
G-01
G E
N E
R
V E
R A
N D S
H E
E T I
N D
E X
C-11
C-12
C-13
PROJECT LAYOUT
PROJECT CONTROL DATA
TYPICAL CROSS SECTIONS
of Engineers
US Army Corps
SOLICITATION NO.:
B E
A C
H R
E N
O U
R
IS
H M
E N
T
W912EP21B0004
R-42.4
R-62.8
C-14
-M
D T
H B
R -G c o v e r.
d g n
PROFILES
PROFILES
PROFILES
PROFILES
PROFILES
PAYMENT AND ACCEPTANCE PROFILES
C-15
MIAMI BEACH RENOURISHMENT 2021
MIAMI-DADE COUNTY, FLORIDA
C-16
C I T Y O F M I A M I B E A C H
BEACH FILL - PLAN VIEW STA. 42+200 TO STA. 44+500
BEACH FILL - PLAN VIEW STA. 44+500 TO STA. 47+100
BEACH FILL - PLAN VIEW STA. 47+100 TO STA. 49+600
BEACH FILL - PLAN VIEW STA. 49+600 TO STA. 52+100
BEACH FILL - PLAN VIEW STA. 52+100 TO STA. 54+700
BEACH FILL - PLAN VIEW STA. 54+700 TO STA. 57+200
STAGING AREA - PLAN VIEW STA. 57+200 TO STA. 59+700
BEACH FILL - PLAN VIEW STA. 59+700 TO STA. 62+300
BEACH FILL - PLAN VIEW STA. 62+300 TO STA. 63+100
G
N E
R
G-02
-M
D T
H B
R -G
I0 s y m b .d g n
A B
B R
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IA
T
IO
N S S
Y M
B O
GENERAL NOTESDISCIPLINE DESIGNATOR
C - CIVIL
G - GENERAL
TERMS AND ABBREVIATIONS
W/ =
VERT =
USCG =
USACE =
TYP =
TOS =
TOL =
TOB =
STA =
ST =
SF =
RGE =
RFI =
RD =
PI =
N.T.S. =
NOAA =
NAVD88 =
NAD =
MLW =
MLLW =
MHW =
LF =
INV =
HORZ =
FT =
FDOT =
FDEP =
EOB =
EXIST =
EL/ ELEV. =
ECL =
DWG =
CY =
CR =
CL =
CBL =
BLVD =
APPROX =
WITH
VERTICAL
UNITED STATES COAST GUARD
UNITED STATES ARMY CORPS OF ENGINEERS
TYPICAL
TOE OF SLOPE
TOLERANCE
TOP OF BERM
STATION
STREET
SQUARE FEET
RANGE
REQUEST FOR INFORMATION
ROAD
POINT OF INTERSECTION
NOT TO SCALE
NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NORTH AMERICAN VERTICAL DATUM OF 1988
NORTH AMERICAN DATUM
MEAN LOW WATER
MEAN LOWER LOW WATER
MEAN HIGH WATER
LINEAR FOOT
INVERT
HORIZONTAL
FOOT/FEET
FLORIDA DEPARTMENT OF TRANSPORTATION
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
EDGE OF BERM
EXISTING
ELEVATION
EROSION CONTROL LINE
DRAWING
CUBIC YARD
COUNTY ROUTE
CENTERLINE
CONSTRUCTION BASELINE
BOULEVARD
APPROXIMATE
400'0 200'20' 40'0
200'0 100'
NORTH INDICATOR
GRAPHIC SCALE
DRAWING WHERE SHOWN
GRAPHIC SCALE
CROSS SECTION
TITLE
C-08
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
N
REFERENCE SYMBOL KEY
PROJECT LEGEND
DRAWING SET TABLE OF CONTENTS
SURVEY NOTES
FILL SLOPE INDICATOR SYMBOL
WITH AZMITH BEARING
FDEP RANGE MONUMENT
HORIZONTAL AND VERTICAL CONTROL BE CCAFS 27
SOUNDING / ELEV. 4.5 +4.8
1' VERT. TO 10' HORIZ. - FILL SLOPE
1 on 10
34+70034+500
BERM CREST
TOE OF FILL
34+600
R -X
X
LOCATION FALLS OFF PAGE
CBL STATION
ECL POINT
BEACH FILL AREA
STAGING/ACCESS AREA
EXISTING GRADE
BEACH FILL AREA
CONSTRUCTION BASE LINE
EROSION CONTROL LINE/
(PLAN VIEW)
(PROFILE VIEW)
ECL XX
BEACH REGARDING THE STAGING AND ACCESS LOCATIONS PROVIDED.
10. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING OFFICER AND MIAMI
9. NO FILL SHALL BE PLACED LANDWARD OF THE ECL.
8. THE EROSION CONTROL LINE (ECL) FOR THIS PROJECT IS THE CONSTRUCTION BASELINE (CBL)
DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.
OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF
7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET
IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS.
FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE 2020 AERIAL
WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH
6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND
FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO MINOR DIFFERENCES IN THE BEARING.
CONSTRUCTION BASELINE (CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE. DISTANCES ALONG ESTABLISHED AZIMUTHS OF
5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE FEATURES ARE MEASURED PERPENDICULAR TO THE
4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET.
(NAVD88). ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL (+).
3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAD83(2011)).
FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983
2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
MONITORING SURVEY PHASE I" DATED OCTOBER 14, 2020.
14. THIS SURVEY MAP IS NOT FULL AND COMPLETE WITHOUT THE ACCOMPANYING REPORT "MIAMI-DADE COUNTY 2020 COASTAL
13. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.
12. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
AT 200 KHZ.
11. BATHYMETRIC INFORMATION DEPICTED ON THIS SURVEY WERE MEASURED USING AN ODOM DIGITAL FATHOMETER OPERATING
CONTROL POSITIONED USING MONUMENTATION AS SHOWN ON THE CONTROL TABLE.
RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A TRIMBLE R-8 DUAL FREQUENCY BASE STATION OCCUPYING NETWORK
10. HORIZONTAL AND VERTICAL POSITIONING UTILIZED A TRIMBLE SPS 852 REAL TIME KINEMATIC (RTK) DUAL FREQUENCY GPS
THE CONTROL TABLE.
SHOWN IN THE CONTROL TABLE AND WERE VERIFIED TO A TIDE STAFF ELEVATED FROM MONUMENTS 420 AND 421 AS SHOWN IN
RECEIVER WITH REAL TIME CORRECTIONS APPLIED FROM A TRIMBLE R-8 DUAL FREQUENCY BASE STATION OCCUPYING POINTS
9. WATER SURFACE ELEVATIONS WERE OBTAINED USING A TRIMBLE SPS 852 REAL TIME KINEMATIC (RTK) DUAL FREQUENCY GPS
DATE OF THE FIELD SURVEY.
8. TOPOGRAPHIC AND HYDROGRAPHIC INFORMATION DEPICTED ON THIS SURVEY REPRESENTS THE EXISTING CONDITIONS ON THE
7. ELEVATIONS ARE BASED ON MONUMENTS AS SHOWN IN THE CONTROL TABLE.
6. ELEVATIONS SHOWN ARE IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
5. GRID COORDINATES ARE BASED ON MONUMENTS AS SHOWN IN THE CONTROL TABLE.
ZONE, NORTH AMERICAN DATUM OF 1983, NGS ADJUSTMENT OF 2011 (NAD 83/11).
4. GRID COORDINATES SHOWN ARE IN FEET AND ARE REFERENCED TO THE FLORIDA STATE PLANE COORDINATE SYSTEM, EAST
SURVEY.
3. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RANGES R-36 THROUGH R-74 WERE INCLUDED IN THIS MONITORING
2. DATA WAS COLLECTED OVER THE DATES: 08-24 SEPTEMBER 2020.
ORDER NUMBER: 047-2020).
ENVIRONMENTAL RESOURCE MANAGEMENT, WATER MANAGEMENT DIVISION (TASK AUTHORIZATION NUMBER #001-2020-K, WORK
CONSULTANTS) FOR THE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES, DIVISION OF
1. THIS TOPOGRAPHIC AND HYDROGRAPHIC SURVEY WAS PERFORMED BY MORGAN AND EKLUND, INC. (PROFESSIONAL SURVEY
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A
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W E
P
B
SURFSIDE
BEACH
NORTH
BEACH
MID
BEACH
SOUTH
GULF OF MEXICO
LAKE
OKEECHOBEE
ALABAMA
GEORGIA
TALLAHASSEE
PENSACOLA
JACKSONVILLE
ORLANDO
FT MYERS
MIAMI
TAMPA
KEY WESTN.T.S.
LOCATION MAP
CANAVERAL
ST LUCIE
GAINESVILLE
FLORIDA
OCEAN
ATLANTIC
WEST PALM BEACH
FT. LAUDERDALE
ST. AUGUSTINE
N OF WORK
LOCATION
C-01
C-02
C-03
C-04
C-05
C-06
C-08
C-09
C-07
N.T.S.
LOCATION MAP
ATLANTIC OCEAN
N
HALLANDALE
MIAMI-DADE COUNTY
BROWARD COUNTY
GOLDEN BEACH
SUNNY ISLES BEACH
HAULOVER PARK
BAKERS HAULOVER INLET
BAL HARBOR
SURFSIDE
NORTH BEACH
MID BEACH
SOUTH BEACH
BEACH FILL AREA
R-42.4
R-62.8
GOVERNMENT CUT
N
2000' 4000'0 G-03
-M
D T
H B
R -G
I0 la y o u t.
d g n
G E
N E
R
P R
O J E
C T L
A Y
O U
T
X
X
X
Y= 560000
Y= 550000
Y= 540000
Y= 530000
PLAN - PROJECT LAYOUT
S T A T E O F F L O R I D A
MIAMI-DADE COUNTY
CITY OF MIAMI BEACH
I-195
BISCAYNE BAY
ATLANTIC OCEAN
R-42.4
R-46.3
64TH ST.
BEACH FILL AREA
R-48.7
R-51.6
55TH ST.
BEACH FILL AREA
R-52.9
46TH ST.
BEACH FILL AREA
R-56
R-59.6
R-62.8
27TH ST.
BEACH FILL AREA
64TH ST (R-42.4 TO R-46.3) 210,000
835,000
VOLUME (CY)LOCATION
ESTIMATED QUANTITIES
TOTAL
55TH ST (R-48.7 TO R-51.6) 175,000
46TH ST (R-52.9 to R-56) 245,000
27TH ST (R-59.6 TO R-62.8) 205,000
SURFSIDE
A
A H
IG
H W
A Y
MIAMI BEACH
VENETIAN CAUSEWAY
A
A H
IG
H W
A Y
B I S C A Y N E B A Y
NE 79TH STREET
JULIA TUTTLE CAUSEWAY
CAUSEWAY
MACARTHUR
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.5
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R -4
.5
R -4
R -4
.5
R -4
R -4
.5
R -4
R -4
.5
R -4
R -4
.5
R -4
7 R -4
R -4
R -4
.5
R -5
R -5
.5
R -5
R -5
R -5
R -5
.5 R -5
R -5
.5 R -5
R -5
.5
R -5
R -5
R -5
.5
R -5
R -5
.5
R -5
R -5
.5
R -6
R -6
.5
R -6
R -6
.5
R -6
R -6
.5
R -6
R -6
.5
R -6
R -6
.5
SURVEY CONTROL
DESIGNATION PID NORTHING EASTING NAVD88 MONUMENT TYPE
U 35 (107)
B 313 (106)
D 313 (419)
R 26 (404)
AC2209
AC2265
AC2267
N/A
N/A
N/A
N/A
N/A
N/A
AC4653
543566.00
537380.SC
541463.00
521513.08
521471.69
535643.88
535576.28
541450.67
541607.48
571262.32
923345.71
944590.SC
944839.74
941336.57
941354.88
944578.77
944562.18
945460.27
945452.98
944582.77
14.87
2.76
4.72
6.83
6.49
7.97
8.15
8.31
9.03
9.75
BENCH MARK DISK
BENCH MARK DISK
BENCH MARK DISK
5/8 REBAR & CAP
5/8 REBAR & CAP
5/8 REBAR & CAP
5/8 REBAR & CAP
5/8 REBAR & CAP
5/8 REBAR & CAP
SURVEY DISK
HORIZONTAL AND VERTICAL CONTROL POINT
VERTICAL CONTROL / TIDE CALIBRATION POINT
NOTE: SC INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR HORIZONTAL CONTROL.
D 313 (419)
B 313 (106)
AND CONSTRUCTION BASELINE (CBL)
EROSION CONTROL LINE (ECL)
A T L A N T I C O C E A N
STATIONING
BASELINE
CONSTRUCTION
N
G-04
G E
N E
R
O J E
C T C
O N
T R
O L D
A T
A -M
D T
H B
R -G c o n tr o l.
d g n
800' 1600'0
POINT (Y) NORTHING(X) EASTINGPOINT (Y) NORTHING(X) EASTING
(DEGREES)
AZIMUTH
(DEGREES)
AZIMUTH
RANGE MONUMENT CONTROL POINTS
STATE PLANE COORDINATES (NAD83(90)) FLHP-EF
* AZIMUTHS ARE MEASURED CLOCKWISE FROM NORTH
RANGE MONUMENT CONTROL POINTS
STATE PLANE COORDINATES (NAD83(90)) FLHP-EF
R-49.5
R-49
R-48
R-47
R-46.5
R-46
R-45.5
R-45
R-44.5
R-44
R-43.5
R-43R
R-42.5
R-42
R-41.5
* AZIMUTHS ARE MEASURED CLOCKWISE FROM NORTH
N O R T H B E A C H
B E A C H
S O U T H
R-58
R-57.5
R-57
R-56
R-55.5
R-55
R-54.5
R-54
R-53.5
R-53
R-52
R-51
R-50.5
R-50
537465.4
537990
538459.1
539491
540067.8
540562.8
541230.3
541718.9
542439.8
542915.2
544030.3
545215.1
545682.3
546123.8
R-64.5
R-64
R-63.5
R-63
R-62.5
R-62
R-61.5
R-61
R-60.5
R-60
R-59.5
R-59
R-58.5
531661.6
532116.7
532548.9
532917.9
533401.4
533813.5
534341.1
534670.4
535182.9
535623.8
535996.7
536480.5
536967.7
2513-27
2513-28
2513-29
2513-30
2513-31
2513-32
2513-33
2513-34
2513-35
2513-36
2513-37
2513-38
2513-39
56+042.55
55+342.70
55+092.61
54+741.13
54+131.38
53+731.04
53+129.60
52+728.99
52+128.93
51+523.93
51+121.70
50+220.32
49+720.01
POINT (Y) NORTHING(X) EASTING STATIONING
BASELINE
CONSTRUCTION
CONSTRUCTION BASELINE (CBL)
EROSION CONTROL LINE (ECL)
CONSTRUCTION BASELINE (CBL)
EROSION CONTROL LINE (ECL)
STATE PLANE COORDINATES (NAD83(90)) FLHP-EFSTATE PLANE COORDINATES (NAD83(90)) FLHP-EF
POINT (X) EASTING (Y) NORTHING
2513-15
2513-16
2513-17
2513-18
2513-19
2513-20
2513-21
2513-22
2513-23
2513-24
2513-25
2513-26
531758.1
532097.9
532821.7
533113.1
533830.4
535113.9
535923.3
536443.5
536637.5
536812.9
536962.1
538699.5
2513-40
2513-41
2513-42
2513-43
2513-44
2513-45
2513-46
2513-47
2513-48
2513-49
2513-50
2513-51
2513-52
2513-53
2513-54
2513-55
945688.4
945681.5
945648.8
945616.6
945619.8
945685.6
945713.9
945749.5
945848.9
945872.3
945836.6
945822.6
945787.9
945745.6
945723.7
945757.9
546460.9
546861.0
547161.0
548061.1
548511.2
548911.4
549448.7
549868.2
550535.2
550760.2
552110.7
552610.8
553702.9
554047.5
554383.3
554720.1
64+441.32
64+096.95
63+350.09
63+042.90
62+282.57
60+927.12
60+071.67
59+521.46
59+321.11
59+143.24
58+993.28
57+242.87
49+440.53
49+040.40
48+738.63
47+837.96
47+387.85
46+982.29
46+444.18
46+023.26
45+348.90
45+122.60
43+771.67
43+271.40
42+178.77
41+831.59
41+495.02
41+156.53
M I D B E A C H
PLAN - PROJECT CONTROL DATA
X=950000
X=945000
Y
Y
Y
R 26 (404) U 35 (107)
945227.4
945333.2
945369.5
945384.9
945355.6
945393.8
945432.8
945496.0
945564.9
945567.4
945577.7
945647.7
945698.2
943272.2
943328.6
943512.6
943610.0
943862.1
944297.7
944574.7
944754.0
944803.9
944833.3
944848.7
945061.2
539888.3
540580.1
540827.6
541178.7
541787.8
542186.3
542786.4
543182.0
543778.1
544383.1
544785.2
545683.9
546181.6
945717.6
945705.5
945672.7
945491.6
945688.9
945841.6
945778.0
945706.6
945769.4
945836.5
945814.0
945785.6
945749.2
945720.9
945749.2
944803.6
944858.1
944915.0
945195.1
945277.5
945348.2
945202.6
945096.2
945331.2
945486.1
945517.9
945435.0
945630.9
945760.5
546658.8
547140.1
548123.8
549063.5
549678.9
550155.0
550595.7
551090.6
551554.5
552050.0
552446.6
552945.8
553589.0
554088.2
554717.3
943147.0
943354.3
943259.0
943430.2
943552.8
943889.3
943836.1
944168.1
944152.9
944332.8
944637.8
944637.4
944723.4
C I T Y O F M I A M I B E A C H
M I A M I - D A D E C O U N T Y
S T A T E O F F L O R I D A
R-42 R-42.5
R-43
R-44
R-43.5
R-44.5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-01
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
+10.6 +10.5
+5.7
+7.6
+0.5
+3.2
+6.4
+6.2
+6.3
+2.5
+9.5 +8.3
+8.6
+7.2
+7.1 +5.3
+1.8
+2.3
+2.8
+2.3 +0.3
+3.0 +2.4 +6.1
+6.2
+7.0 +4.9
+5.3
+6.1
+5.7 +5.2
+6.8 +6.8
+6.2
+9.8
+8.7
+5.2
+6.7 +6.1
+7.0
+7.0
+9.8
+7.5
+6.9
+7.7 +9.0
+8.4 +7.5
+9.3 +8.9
+6.7
+7.4
+9.4 +7.7 +5.7
+7.3
4.0
4.0
5.3 6.1
6.3
4.9
3.5
6.2
2.2
4.3 4.8
4.3
9.6
8.4
9.6
8.8 8.7
7.1
8.8
9.6
9.9
8.0
4.2
5.5 6.5
5.8
9.5
7.8
7.5 8.5
8.3 8.8
9.2
6.4
5.6
6.2
5.6
5.4
5.9
5.5
5.4
5.1
5.3 5.2
4.9
5.7
4.7
4.8
4.6 5.5
4.3
5.0
4.2
4.3
5.1
6.4
6.3 8.0
6.0
5.2
5.5
5.4 4.9
4.5
5.6
6.5
6.2 5.7
6.3
4.7
5.3 6.3
5.3
5.2
3.9
4.2
4.7
3.4
6.4 5.7
4.1 4.1
6.6
4.5 4.5
5.9
3.9
4.1
4.4
2.4
3.7 5.8
3.9
4.1
3.7
5.1
4.1
4.8
3.5
3.2 3.8
3.0
0.0
3.2 1.8
3.4
0.6 0.2
0.2
7.3 6.5
8.0
5.9
5.5
6.9
5.6 7.0
5.9
5.9
7.7
7.3
6.5 5.2 6.0
5.8 4.6
5.8
6.0
6.9
7.3
6.8
7.4
5.6
7.3
5.6
4.9 5.6 6.1
6.1 6.3
6.4
6.1 6.3
7.4
12.7
14.9
17.0
17.3
16.9
16.9
16.8
17.1
17.2
17.0
17.1
16.9
17.1 17.0
17.3 17.0
16.9
17.1 17.1
16.9
15.3
16.4
16.7
16.5
16.6
16.7
16.4
17.1
16.7
17.0
17.0 16.8
17.0
17.0 15.2
16.9
16.5
17.2 16.9
16.6 15.0
15.0
15.4
16.9
16.7
16.6
14.7
17.1 15.1
15.1
16.1
16.1
15.9
15.0
15.3
16.1 16.4
16.4
15.9 16.0
16.1 16.1
16.5
16.1
16.0
16.0
16.2
16.0
15.9
15.8
14.7 16.0 15.6
15.8
16.1
16.4
16.3
15.9
16.0 16.0
15.8
15.9
15.7
15.8 15.7
15.6
15.7
15.5
15.5
16.5 15.3
17.0
17.0
16.8
15.6
15.4
15.3
15.2
15.7
17.1
15.7
15.8
14.7
14.8
15.0
15.2
15.9
15.5
15.9
15.1
15.3
16.5 15.0
15.2
15.8
15.4
15.0
16.0
16.0
15.4
15.9
15.4 15.9
14.2 13.7
15.9 15.4
15.3 15.1
15.2
15.2
15.8
15.7
11.7
13.6
15.5
15.3
15.4
10.3
17.2
17.4
17.2
15.1
15.0
15.2
17.2
15.3
15.2 15.4
15.2
13.4
14.3
14.2
15.2 14.8
16.6
14.9
15.4
15.9
17.5
14.7 14.9
14.5
14.6
14.9
14.8
14.9
15.1
15.0 14.3 14.6
14.5
11.6 12.4
13.8 13.9
14.2
15.3
14.6
13.1
13.6
13.5
13.3
13.8
13.5
12.8
10.4
12.5
11.6
10.4
14.3
13.9
15.1 15.0
15.1
14.6
13.7 14.1
11.9
14.0 14.2
13.4
11.2 14.2
12.8
14.1 11.9
12.9 11.2
14.0 10.2 13.1
12.6
10.5 11.3
16.3
16.2
16.8
16.7
16.7
16.0
16.0
16.4
16.3 16.2
16.6
17.1
16.9
15.3
16.3
16.4 15.6
15.2 16.2
15.5
16.6
16.3
16.6
17.0
15.2
15.3
16.5
16.0
ATLANTIC OCEAN
100' 200'0
N
X=946000
Y
Y
Y
Y
Y
Y o n
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
o n
TOE OF FILL
APPROXIMATE
X=946500
X=947000
C-01
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
300 FOOT TRANSITION
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
-M
D T
H B
R -C -1
.d g n
BEACH FILL - PLAN VIEW
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
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A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-02
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
+11.5
+10.2
+10.8
+10.7
+10.6
+12.1 +8.9
+6.8
+8.4
+6.5
+5.9
+9.5
+8.9 +8.5
+8.2
+5.0
+2.6
+0.1
+7.9
+6.2
+7.6
+6.4
+8.4
+6.6
+6.5
+6.6
+5.4 +6.0
+6.1
+7.0
+9.3
+6.2
+5.9
+6.2
+6.1
+6.2
+7.3
+7.2
+7.0 +6.7
+2.1
+8.6
+8.6
+7.1
+8.6
+6.3 +6.5
+4.4 +4.5
+6.3
+7.5
+7.4
+6.8
+8.9
+8.2
+6.5
+4.3
+6.1
+7.6
+7.6
+7.8
+8.8
+8.7
+7.4
+7.7
+7.6
+0.3
+3.0 +4.6
+2.7 +0.1
+0.7
+2.2
+6.3
+0.7
+2.6
+4.3
+5.1
2.7
6.0
6.1
5.8
3.0
5.5
5.2
4.6
4.3
3.9
5.8
5.3
1.8
3.8
5.5
4.0 3.3
0.2
7.2
8.5
9.7
8.0
6.1
6.8
5.7
7.4
9.5
8.0
5.8
8.9
6.8
8.6
5.6
5.2
7.8
7.0
7.3
6.8
6.7
5.9
9.5
4.6
8.1
6.2
9.3
6.2
4.0
6.7
5.4
6.6
6.1 6.2
8.4
5.8
7.6
5.5
6.9
6.0 6.1
3.7
4.6
5.4
6.3
5.8
5.6
5.9
5.9
6.9
6.2
6.4
4.8
6.2
5.7 4.0
4.8
5.6
4.8
5.2
5.8 4.5
4.3
6.2
5.8
6.6
7.3
7.0
4.3
6.1
5.9
5.4
6.5
5.3
5.0
4.7
5.4
5.1
3.6
3.3
5.7
3.1
5.9
4.4
6.3
6.6
2.4
4.0
4.6
3.8
5.0
4.7
3.9 3.4
3.6
4.4
2.0
3.5
4.9
3.5
3.9
3.1 1.6
3.2
3.1
7.2
7.9
9.0
6.2
17.4
17.3
17.3 16.3
17.4
17.2
16.1
16.2
17.4 16.3
17.1
17.0
17.0
16.6
16.7
16.4
16.4
16.1
16.9
16.7
16.2 16.5
16.9
16.3
14.7
14.9
14.7
14.2
14.0
16.4
13.3
12.9
12.4 11.8
13.6
11.5
15.2
15.4
15.4
17.2
17.4
17.3
16.4
16.0
15.7
16.6
16.0
15.7
15.8
14.8
16.4
16.1
16.0
15.6
15.5
15.5
15.5
15.6
15.8
14.7
16.4
15.6
15.3
15.7
15.5
15.4
15.5
15.8
15.6
15.6
15.5
15.0
16.3
15.3
15.4
14.8
15.4
16.0
15.1
16.1
14.8
16.3
14.9
15.0
15.1
15.5
15.8
16.0
15.2
15.5
15.7
15.6
14.7
15.8
15.4
15.1
15.7
15.3
15.9
14.8 15.6
15.7
14.7
15.4
15.1
14.4
14.8
15.0
15.0
14.9
15.1
15.4
15.1
15.5
15.5
15.6
15.6
15.7
11.0
14.6
16.5
14.9
14.8
14.6
14.5
14.8
15.0
14.7
14.8
14.8
16.6
13.0
12.5
10.6
16.6
16.5
16.6
16.5
14.3
14.5
14.6
14.6
14.5
13.1
12.7
13.9
14.4
14.1
14.3
14.1
12.1
16.5
15.3
15.2
15.0
14.6
16.4
14.0
14.5 14.6
13.5
14.1
13.9 14.2
15.9
16.5
16.2
14.4
15.8
15.1
14.3
14.3
14.2
14.6
13.3
14.9
14.8
11.0
14.4
13.5
11.7
11.3
13.2
13.5
13.0
14.1
13.6
12.8
10.9
12.0
13.2
14.0
14.0
11.3
14.3
11.9
12.6
10.9
11.5
14.4
10.1
14.2
12.3
11.5
13.2
10.4
15.1
15.3
16.4
16.3
16.2
15.7 15.2
15.2
16.3
16.2
10.1
R-47
R-45
R-45.5
R-46
R-46.5
TOE OF FILL
APPROXIMATE
ATLANTIC OCEAN
100' 200'0
N
Y
Y
Y
Y
Y
X=946500
X=946000
X=945500
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
o n o n
X=947000
COLLINS AVENUE
C-02
S T
A
300 FOOT TRANSITION
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
ACCESS AREA
AREA
ACCESS
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
-M
D T
H B
R -C -1
.d g n
PARK
ALLISON
BEACH FILL - PLAN VIEW
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
STAGING AREA (SEE NOTE 1)
SHEET GENERAL NOTES
01 50 02 TEMPORARY CONSTRUCTION FACILITIES.
BEACH. CONTACT INFORMATION PROVIDED IN SECTION
1. OBTAIN RIGHT OF WAY PERMIT FROM THE CITY OF MIAMI
0 4
+11.6
+10.9
+11.3
+10.2
+10.6
+11.3
+4.3
+1.8
+5.0 +6.3
+1.7 +1.0
+5.3
+0.3
+1.9
+6.4 +6.5
+8.0
+2.2
+7.5
+2.1 +2.8
+3.8
+2.9
+7.8
+4.6 +5.0 +4.6 +5.6
+3.2
+7.1 +6.6
+7.1 +6.6
+6.2
+8.3
+7.2
+7.7 +6.7
+6.9
+7.4
+7.0 +6.8
+7.3
+6.3 +6.7
+7.3
+7.4
+8.6 +7.1 +7.4
+8.8
+6.7
+7.1
+6.8
+7.5
+7.3
+9.1
+7.5
+6.4
+5.6
+7.9
+7.2 +7.3
+7.5
+7.6
+6.6
+7.2
+7.6 +7.8
+8.4
+8.4 +8.1
+7.4
+7.4
+7.8
+7.7
+6.7
+7.7
+9.6
+7.8
+7.8
+7.3 +6.6
+7.0
+9.3
+4.6
+2.7
+0.7
+5.2
+6.8
0.9 2.0
3.1 3.0
3.0
3.3 3.0
2.3
2.9
0.9 2.8
1.0
2.9
3.2
3.9 4.7
4.5
3.6
3.0
2.8
3.3
6.4
6.4
6.6 6.2
5.9 6.4
5.8 5.6
7.5
5.5
6.8
6.5
8.6 7.2
7.2
4.2 5.3
5.3 6.7
6.8
4.8
4.3
6.8
5.1
4.0
7.5
7.3
5.5 7.2 3.8
4.9
6.2
5.4
5.9
4.1
6.1
3.6
3.6
5.0 3.6
5.7
5.0
5.1
5.4
6.8
5.4
5.6 5.1
5.2
5.6 5.0
4.3
3.9
5.0
8.7
9.6
8.5 7.7
8.0 8.6
8.0
9.7
3.6
4.5
5.0
7.2
8.5
9.7
5.7
9.8
7.0
9.3
9.0
5.3
8.8
5.8
6.8 6.1
8.2
7.4
6.7
4.6
6.7 7.5
7.0
7.3 8.6
5.3
5.7
6.8
4.6
6.2 7.1
5.4
6.6
6.1
7.0
7.2
5.0
4.6
4.3
4.4
3.8 3.9
3.6 3.3
7.0
6.4
5.8
4.5
4.3
6.0
6.5
6.8
6.2
5.4 6.1
5.9
4.2
4.3 4.9
3.7
5.4 4.6
2.9
5.3
3.8
3.3
3.5
3.0
5.0
2.8 3.3
4.7
3.0 3.9
2.0
3.5
15.4
15.8
15.5
15.5
15.7
17.0 16.6
16.8
16.9 15.9
16.4
16.6 16.5
14.5
14.6
13.9 16.3 16.7
16.5 14.7
15.9
15.9
17.3 16.7
16.6
16.7
16.7
14.5
14.4
15.3 16.4
15.5 14.2 16.5
15.1 16.4
16.1
13.1 12.9
13.1
13.5 16.4
16.1
14.4 16.2
14.2
13.7
13.9
14.8
14.5
16.2
16.3 13.8
16.4
12.6
11.2 11.1
12.2
12.2
13.5
12.5
16.2 11.9
11.8 14.6
15.7
12.2
10.8 11.4
10.5
10.8 13.9 10.6
10.0 13.0
10.3
11.4
15.5
16.4
16.4
14.0
13.8
15.7
15.3
16.8 14.2
15.9
15.3
15.4
15.7
15.6
15.7
16.4
16.5
16.1
16.2
15.6
16.1
15.9
15.6 14.3
15.5
15.1
15.5
15.6 16.1
15.6
15.7
14.4
15.4
16.1
15.9
16.1
14.7
14.1
14.4
15.3 14.2
14.1
15.0
15.2 14.1
14.0
14.0
14.6 15.4
15.4
15.1 15.8
15.7
15.0
15.7 14.8
15.3
15.2
14.0
14.0
14.3
14.4
14.5
15.1
15.2
15.0
14.1 14.9
14.7
13.2 13.2
12.9
14.9
14.3 14.8
13.8
13.4
13.9
14.6 13.8
12.5
12.9
13.4
13.0
12.2
14.1 14.1
14.0 13.6
12.8
12.2
12.5 13.4
11.7
11.7
10.4
11.0 10.9
10.7
12.0
10.1
10.0
14.7
16.8
17.2 18.0 17.0
16.9
16.5
16.5
16.1
17.4
17.4 16.4
16.0
16.5 17.4
16.5
R-48
R-49 R-49.5
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-03
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
TOE OF FILL
APPROXIMATE
ATLANTIC OCEAN
COLLINS AVENUE
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
100' 200'0
N
X=945500
X=946000
X=946500
Y
Y
Y
Y
Y
BEACH FILL - PLAN VIEW
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
o n o n
X=947000
C-03
300 FOOT TRANSITION
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
-M
D T
H B
R -C -1
.d g n
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A S
T A T
O S
T A
R-52
R-50
R-51
R-50.5
+11.7
+11.1
+10.4
+10.0 +7.2
+2.5
+6.4
+2.8
+8.9
+1.0
+6.8 +5.8
+4.9
+9.7
+1.7
+1.1
+3.5 +4.7
+4.7
+2.8
+5.0
+5.6
+6.2
+7.0
+5.4
+7.1
+5.9
+6.6
+7.3
+8.7
+8.8
+8.4 +8.5
+8.8
+7.6
+8.1
+8.1
+7.7
+7.8
+4.0 +4.2
+7.9
+4.9
+8.3
+3.7
+5.7
+9.0
+9.6 +9.6
+9.7
+5.4
+8.2
+8.6
+8.3
+6.5
+8.5
+7.9
+7.9 +7.4
+7.7
+6.6
+6.5
+7.5
+6.6
+6.8
+7.3
+7.9
+8.2
+9.8
+6.8
+6.7
+6.6
+6.6
+8.9 +6.4
+1.1 +0.6
+2.7
+2.1 +1.5
+1.3
+4.6 +4.4 +5.3
+4.1
+2.9 +3.8 +3.2
+6.0
+7.1
2.9
5.7
4.8
9.5
5.0
8.8
5.1
7.6
6.4
5.2
4.2 1.7
2.2
3.4
3.5
3.8 4.3
4.9
5.4
5.9
6.1
6.0
5.7
3.2
5.4
4.8
4.2
4.7
5.7
1.0
2.1
2.5
3.5
1.7
5.0
3.0
3.5
0.2
4.4
6.5 9.2
5.8
4.9
5.2
5.5
6.4
6.6
6.4
6.4
6.3
7.2
7.1
6.8
6.5
5.0
4.5
5.9
6.0
8.6
6.1
5.0 5.5
5.5
5.9
5.4
8.1
5.6
4.7
2.9
4.4
3.6
4.2
6.0
4.9
4.9
7.4
6.0
5.5
6.8
6.2
5.5
9.7
9.4
9.0
9.5
8.5
7.3
6.3
5.6
9.1
7.4
8.0 8.5
4.7
6.8 7.3
4.8
9.9
4.2
4.3
6.6
9.7
7.0
6.6
7.4
7.6
8.4 8.9
7.5
6.5
6.0
7.2
7.3
4.6
4.9
6.3
5.4
4.9
5.9 11.8 12.6
11.4
10.7
13.1
17.5
17.4
15.2 17.3 17.6
14.9
15.0
14.8
17.1
17.0
16.9
14.1
16.7
17.2
13.7
13.7
15.0
13.6
15.2
13.6
12.7
13.5 12.7
12.4
13.9
12.8
11.7
12.0
11.6
11.6
12.8
12.5
13.7
13.2
12.0
13.3
14.5
13.3
14.4
12.3
11.3
11.4
12.2
11.3
10.9
10.6
10.8
14.1
16.1
16.9
16.2
15.5
15.4
15.4
14.8 15.0
13.1 13.8
13.6 12.7
13.8
13.6
11.8 12.9
12.6 11.8
12.2
12.0
10.0
11.5
11.3
11.6 11.9
11.1 13.5
12.8
11.9
11.2
11.4
12.9
12.0
12.3
14.6
13.2
12.1 11.3
10.9
11.3
10.9
10.5 10.8
13.8 12.9
14.3
13.9
13.5
12.9
12.8
12.6
11.7
12.2
11.4
10.8 10.2
10.3
13.3
10.6
10.1
12.9
12.7
14.1
13.9 15.3
15.2 14.2
12.8
12.8
13.3
13.2
12.7
13.2
13.1
12.9
13.0
13.9
13.9
12.7 12.8
12.7
12.2
12.7
12.7
13.9
12.7
12.9
13.0
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-04
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
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BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
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A N
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R O
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N P
R O J E
C T
M
IA
M I
B E
A C
H R
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O U
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H M
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T
M
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M I-
D A
D E C
O U
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Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
TOE OF FILL
APPROXIMATE
ATLANTIC OCEAN
COLLINS AVENUE
ACCESS AREA
100' 200'0
N
X=945500
X=946000
X=946500
Y
Y
Y
Y
Y
Y
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
BEACH FILL - PLAN VIEW
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
o n o n
C-04
STAGING AREA
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
300 FOOT TRANSITION
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
-M
D T
H B
R -C -1
.d g n
BEACH PARK VIEW
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
SHEET GENERAL NOTES
01 50 02 TEMPORARY CONSTRUCTION FACILITIES.
BEACH. CONTACT INFORMATION PROVIDED IN SECTION
(SEE NOTE 1)ACCESS AREA
0 5
+12.9
+10.0
+11.4
+11.6
+1.0
+3.3 +5.8 +6.1
+6.2
+4.9
+6.4
+7.3
+5.8
+9.8
+8.9
+5.0
+5.3
+5.1
+9.8
+8.4
+8.7
+8.7
+7.5
+7.7
+7.9
+7.4
+2.0
+4.8
+7.8
+7.2
+4.5
+8.0
+6.8
+6.8
+6.4
+7.0
+6.9
+7.2
+6.9
+6.7 +6.8
+7.4
+7.5
+8.3
+7.4
+6.9
+7.3
+8.5
+9.3
+6.8
+5.2
+7.8
+7.0
+6.2
+6.4 +6.0
+5.0
+5.8
+6.2 +6.0 +6.1
+7.7
+5.3
+4.4 +4.4
+8.8 +7.7
+8.8 +9.0
+8.8
+8.8 +9.9
+3.8 +0.7
+0.2
+3.4 +1.7
+4.1
+8.7
+9.5 +9.2 +9.2
+7.6
+8.8
9.2
8.2 7.3
6.5
5.5
4.6
4.2
6.8
6.4
5.8
4.8
9.8
5.1
4.8
4.3
6.2
3.8
1.5
8.7
6.0
5.2
6.5
7.2
6.8
6.0
4.9
4.1
3.7
3.4
2.9
0.8
5.3
4.5
6.6
5.2
6.8 6.7
6.4
6.3
6.3
6.0
6.5
5.6
5.3
4.9
4.7
5.8
5.5
3.3 3.6
3.4
3.4
2.9
4.2
4.5 4.1
3.8
5.2
4.1
4.6
6.2
2.2
2.1
3.1
4.3
3.8
0.8
4.5
6.1 6.4
6.0
5.2
6.9
6.1
7.5
6.9
7.0
3.7
6.7 6.0
5.4
5.7
6.6
6.9
7.8
9.7
9.4 6.4 7.2
7.3
5.9
8.2 5.4
7.0
6.6
5.7
6.3 6.3
6.5 5.4
5.3 5.4
13.4
15.6 15.4
15.9
15.8
13.4
13.6
16.1
16.1
13.2
16.4
16.4
16.7
13.9
16.8
13.2
16.6
14.0
16.9
16.7
16.7
16.7
16.8
16.7
14.4
15.5
12.5
16.6
14.6
14.3
13.1
10.2
11.7
10.0
10.9
11.1
13.1
13.3
13.2 12.9
13.2
13.0
12.8
12.5
12.3
12.4
12.5
12.4
12.7
13.7
13.6
13.4
13.3
13.9
13.4
13.5
13.3 13.4
13.5
13.2
13.4 13.4
13.6
13.8
13.5
13.3
14.2
13.3
13.7 13.3
13.8
13.2
13.3
13.3 12.9
13.9 13.8
13.4
14.0
14.2
13.9 13.2
14.0
14.3
14.0
13.1
13.2
14.5
14.3
14.4
13.9
14.4
13.1
12.4
12.3
12.0
11.6 11.9
12.3
11.1
10.9
10.5 10.8
10.1
12.4
12.8
12.1
13.2
13.2
14.1
13.9 12.4
14.1
14.2
14.2
13.3 12.4
13.0 12.3
13.2
14.0
14.1
13.8 13.7
12.3
11.6
13.5
13.4
13.6
13.8
13.6
13.4 13.5
11.4
13.4
13.8
13.5 13.9
13.3
11.9
13.4
13.2
13.3
13.2 13.4
13.4
13.2
13.6 13.3
13.5
13.7
13.4
11.3
10.2
12.5
12.7
11.6 10.6
12.2
13.3
+8.7
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
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IN
G D
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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-05
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
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S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
R-53
R-54
R-54.5
R-53.5
ATLANTIC OCEAN
COLLINS AVENUE
STAGING AREA
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
100' 200'0
N
X=945000
X=945500
X=946000
X=946500
Y
Y
Y
Y
Y
Y
TOE OF FILL
APPROXIMATE
BEACH FILL - PLAN VIEW
o n o n
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
C-05
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
0300 FOOT TRANSITION
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
-M
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R -C -1
.d g n
PARK
INDIAN BEACH
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
SHEET GENERAL NOTES
01 50 02 TEMPORARY CONSTRUCTION FACILITIES.
BEACH. CONTACT INFORMATION PROVIDED IN SECTION
ACCESS AREA (SEE NOTE 1)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-06
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
R-55
R-56
R-55.5
R-54.5
+10.0
+6.8
+7.8
+6.4
+9.9
+3.9
+6.9
+4.2
+6.7
+5.4
+9.5
+7.5
+9.2
+6.1
+8.7 +8.7
+7.1
+6.7
+3.5 +2.0
+6.2
+6.4
+6.5
+0.8
+3.9
+8.9
+5.9
+9.6
+6.6
+6.7
+5.8
+8.0
+9.6
+6.1
+1.6
+6.2
+6.8
+3.8
+7.7 +8.4
+7.8
+5.3 +6.3 +6.9
+5.2
+4.9
+5.8
+5.0
+5.3 +5.1
+7.5 +7.9 +7.8
+8.0
+3.5
+0.2
+4.9
+6.2
+1.5
+7.0
+5.9
+6.7
+6.3 +6.4
+6.5
+4.9
+5.7
+6.8
+8.7
+8.5
+7.2 +7.4
8.9
7.6
6.3
6.9
5.7
6.9
5.8
6.5
5.4
9.3
6.7
5.2
0.6
7.2 7.3
5.8
5.2
5.4
5.0
5.9
3.2
5.1
4.9
5.2
5.8
4.9
4.7
4.5
4.1
6.4
4.9
4.5
3.3
4.6
4.2
6.2
5.0
4.5
1.2
5.8
5.0
2.4
4.3
6.4
3.8
5.8
0.7
4.4
2.8
5.0 5.1
5.6
5.3
6.0
4.5
4.1
8.9
5.8
4.8
8.9
6.0 6.4 7.6
5.1
4.7 4.6
6.8
6.1
4.9 6.4 5.8
5.1
6.0
5.4
6.0
6.1
5.4
6.1
6.5
5.9 6.0
6.4
5.6
6.4
5.5
3.0 4.3
6.0
9.7
9.1
8.1
13.0
13.1
14.9
14.6
14.3
14.1
14.2
13.9
14.0
16.0
14.7
16.1
16.3
17.2
16.5
17.2
14.3
15.7
13.3
15.1
17.3
16.7
15.3
14.8
14.9
17.0
17.0
14.6
17.1
17.1
14.3
16.9
17.1
14.3
16.3
16.5
14.5
17.1
14.2
16.7
16.8
16.9
16.3
15.8
15.9
15.5
16.4
16.3
15.7
16.2
15.3
15.9
14.3
13.4
14.4
16.0
12.8
11.6
12.0
10.2 10.8
15.9
13.8
12.9
10.3
14.5
13.8
10.6
10.1
11.4
10.8
10.1
12.4
11.4 11.8
17.2
15.7
12.6 12.0
14.8
15.1
15.2
14.4
13.9
13.8 13.6
14.1
15.3
14.0
14.5
15.3
15.3
15.7
15.8
14.0
14.9
15.6 15.2
14.1
14.1
17.0
14.8 16.1
15.3
16.2
16.4
16.0
16.3
15.8
16.8
16.5
16.4 16.3
16.6
16.5
16.4
17.1 17.0
16.7
16.8
17.2
16.8
16.9
16.7
17.6
17.3
17.4
17.2
17.2
17.7
17.5
16.8
16.9
16.7
16.9
17.0
18.0
17.4
15.3
17.7
15.5
17.1 16.6
16.0
17.5
15.4
17.4
17.6
14.9
14.0
15.7
15.8
15.9
17.3
17.5
13.5
12.6
12.3
11.3
17.5
10.3
15.8
14.3
13.6
TOE OF FILL
APPROXIMATE
ATLANTIC OCEAN
S
T S
T R
E E
T
COLLINS AVENUE
100' 200'0
N
X=945000
X=945500
X=946000
X=946500
Y
Y
Y
Y
Y
Y
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
BEACH FILL - PLAN VIEW
o n o n
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
C-06
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
200 FOOT
TRANSITION
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
-M
D T
H B
R -C -1
.d g n
R D S
T R
E E
T
N D S
T R
E E
T
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-07
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
C K
S O
N V
IL
L E F
L
W
R E
IL
L Y
H T
R O
C H
E
BCOES
B E
A C
H E
R O
S
IO
N C
O N
T R
O L A
N D
H U
R R
IC
A N
E P
R O
T E
C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
E N
O U
R
IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
R-57
R-58 R-59
R-58.5R-57.5
+12.3
+10.2 +10.4
+10.0
+10.6
+10.3 +11.3
+10.3
+10.2 +10.9 +11.8 +10.9
+10.0 +10.1
+10.2
+2.3
+3.6
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+5.4
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+6.6
+5.7
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+6.5
+2.4 +4.3 +1.1 +1.8
+6.4 +5.9
+6.8
+4.9
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+4.7 +5.6
+5.0
+6.5 +6.5 +6.5
+3.6
+9.0 +9.0
+7.0
+9.7 +9.7
+7.0
+9.4
+9.0
+7.3
+8.8 +9.4 +8.8
+9.1
+9.1
+6.8 +8.1
+8.4
+7.2
+9.8
+7.0
+8.4
+9.1
+6.7
+7.0
+6.9
+6.2
+7.0
+6.5
+5.4
+7.2
+6.8
+1.6 +3.9
+9.8
+6.2
+7.3
+6.6
+9.4
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+6.9
+7.0
+6.4
+2.4
+6.8
+1.5
+7.7
+8.2
+5.5
+5.6 +5.8
+9.9
+6.7
+6.2
+6.3
+6.2
+6.2
+6.3
+6.4
+6.5
+6.7
+6.8
+6.7 +6.4
+6.7
+6.6 +6.3
+6.8
+6.7
+6.3
+6.7 +6.6
+6.8 +7.0
+3.8
+8.8
+6.8
+7.6
+9.2
+8.5
+6.4 +6.9
+6.3 +7.0
+7.0
+6.5 +6.5
+6.3
+6.5
+6.5
+7.0
+6.5 +6.4
+8.2
+7.2
+8.3
+5.4
+6.7 +7.2
+7.3
+7.4
+8.8
+8.4
+6.7
+7.7
+6.6
+7.6
+6.0
+6.3
+9.8
+9.3
+9.8
+8.7 +9.0 +9.9
+8.4
+8.2
+6.8
+6.8 +6.7
+6.9
+9.8
+6.6
+8.4
+5.3
+8.8
+6.1
+8.3
+9.7
+9.6
+8.7 +8.8
+8.9
+8.4 +8.4
+4.9 +5.6
+8.6
+7.4 +8.1
+8.5
+8.1
+8.3
+6.9
+8.2
+7.5
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+8.9
+9.4
+9.2
+8.6 +7.2 +6.7
+6.2
+5.7
+5.6
5.0 4.9
4.4
5.4
5.3
8.9
0.8
3.1
4.4
3.8
0.8
4.2 4.0
2.0
5.9
5.8
3.3
3.6 3.5 4.1
1.4 3.3
3.7
3.9 2.6
0.2
2.7 3.8
3.9
6.6
5.5 5.4
6.0
6.6
5.2
4.9 4.5
5.6
3.7
5.3 5.2
3.4
6.2
5.3
8.1
6.9
9.0
9.4 9.9
6.8
5.3
6.9
7.9
6.3
7.3
5.6
6.7
9.3 9.7
8.2
4.7
5.9
5.2 6.0
9.7
6.2
9.6
4.9
4.7
8.0
7.2
8.2
4.7
7.4
8.9
6.4
5.9 6.1
6.2
5.4
3.9
4.1
4.9
5.8
4.8
5.9
4.2 4.7
5.0
5.7
4.9
4.4
3.8
9.5 8.1
4.8
6.8
7.8
6.4
4.1
4.7
3.2
3.0
3.0
0.4
5.9
4.9 5.4 5.9
4.9
4.9
5.9
4.7
6.3 5.4
5.8
5.8
6.2
5.2
5.8
5.7
5.9
4.4
4.4 5.4
6.1
5.9
6.1
5.4
5.8
5.5
5.9
5.6
5.6
5.1
5.3
5.2
5.4
5.6
5.1 4.9 5.3
3.1 4.2
4.5
4.9
2.1 1.7
6.7
6.6
6.2
6.0
4.6
5.8
5.6
4.4
4.9 5.5
4.6
0.2
4.8
4.4
4.3
4.2
4.6
6.2
5.2
9.0
6.2
7.7
6.3
6.1
6.2
4.6
6.3
9.8
9.0
7.7
8.5
6.6
5.6
4.9
15.4
14.9
15.1
15.4
14.9
15.1
11.6
13.3
11.8
13.7
14.8
16.8
16.8
14.5 14.7
10.9
12.7
14.8
16.8
15.8
13.4
10.3
13.5
12.5
13.1
16.4
16.7
16.9
17.1
15.2
15.3
15.0
13.8
13.4
12.6
10.6
11.8
10.0
14.9
15.1
14.9
15.0
14.9
14.9
15.6
15.2
15.5
15.4
15.2
14.9
14.2 12.7
11.7
17.2
15.0
13.9
11.8
10.9 10.3
16.9
10.9 10.9 11.3
10.6
15.3 13.5 13.9
12.9
14.6
15.2
13.4
14.1
12.7
12.0
11.2
10.3
14.7
14.0 14.8
13.3
12.2
16.9
16.4
16.7
16.4
16.8
15.6
16.6
16.9
15.6
17.0
15.8
14.8
16.9
14.9
15.2
17.1
17.0
15.9
16.0
12.2
17.0
16.7
16.4
16.0
16.7
17.2
16.7
14.6
14.8
15.7 15.7
15.7
15.7 15.5
15.5
15.7 15.4
15.6 16.5
16.3
15.9
16.5
16.0
16.9
17.1
16.5
15.4
16.6 16.4
16.3
16.2
15.9
15.8
17.0
15.7
15.8
15.7 15.6
15.8
16.1
16.6
16.1
15.7 15.9
15.9
15.5
16.3
16.4
15.9
16.1
15.6
15.6
15.6
15.2
15.7
16.4
15.7
14.8 14.8
14.9
15.6
15.5
15.9
16.3
15.8
16.3
15.2
15.4 15.8
15.3
14.7
11.1
13.8
13.0
11.3
10.7
10.0
12.3
100' 200'0
N
-M
D T
H B
R -C -1
.d g n
NO FILL - THIS SHEET
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
C-07
IV
IL
Y
Y
Y
Y
Y
Y
X=94600
X=94550
X=94500
X=94450
STAGING AREA - PLAN VIEW
COLLINS AVENUE
ECL/CBL
PARK
36TH ST
T
H S
T
T
H S
T
T
H S
T
T
H S
T
T
H S
T
S
T S
T
T
H S
T
S
T S
T
N D S
T
(APPROX.)
BREAKWATER
EXISTING
(APPROX.)
BREAKWATER
EXISTING
27TH ST. PLACEMENT AREA
ACCESS CORRIDOR TO
APPROXIMATE
S T
A G
IN
G A
R E
A P
L A
N V
IE
W
S T
A T
O S
T A
SHEET GENERAL NOTES
01 50 02 TEMPORARY CONSTRUCTION FACILITIES.
BEACH. CONTACT INFORMATION PROVIDED IN SECTION
ACCESS AREA (SEE NOTE 1)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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N
A
M A
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S
IZ
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S U
B M
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D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
E
D R
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IN
G D
A T
E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-08
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
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S O
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IL
L E F
L
W
R E
IL
L Y
H T
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C H
E
BCOES
B E
A C
H E
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IO
N C
O N
T R
O L A
N D
H U
R R
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A N
E P
R O
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C T
IO
N P
R O J E
C T
M
IA
M I
B E
A C
H R
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O U
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IS
H M
E N
T
M
IA
M I-
D A
D E C
O U
N T
Y F
L O
R
ID
A
M
N E
V E
S
W E
P
B
R-60
R-61 R-62
R-61.5
R-59.5
R-60.5
+1 0.2
+1 0.5
+1 0.1
+1 0.1
+1 0.2
+1 0.2
+2 .2
+3 .7
+3 .4
+2 .3
+8 .0
+5 .9
+8 .6 +6
.6
+2 .4
+5 .0 +4 .1
+4 .0
+5 .9
+4 .8
+5 .8
+7 .8
+6 .6
+9 .2
+7 .9
+5 .1
+6 .3
+7 .9
+7 .5
+7 .5
+8 .0
+8 .5
+9 .2
+5 .6
+6 .7 +9
.0
+4 .5
+6 .0
+7 .6
+7 .9
+9 .0
+8 .2
+8 .4
+8 .1 +7
.6
+8 .5
+9 .3
+8 .8
+8 .8
+9 .0
+8 .9
+8 .9
+9 .3
+8 .9
+3 .9
+4 .5 +0
.3
+5 .1
+8 .6
+8 .4
+6 .6
+4 .2
+6 .3
+5 .7 +4
.2
+2 .6 +5
.3 +2 .3
+0 .9
+5 .2
+2 .8
+4 .2
+7 .0
+4 .6
+4 .9
+5 .8
+5 .3
+6 .8
+7 .4
+7 .3
+6 .3
+6 .0
+3 .0
+3 .7
+2 .5
+4 .4
+6 .7
+6 .5
+5 .2
+6 .8
+6 .3 +6
.9
+6 .4
+5 .4
+1 .1
+2 .9
+1 .3 +2
.7
+4 .0 +5
.9
+6 .1
+5 .9
+6 .0
+5 .9
+6 .0 +6
.0
+6 .1
+5 .9
+6 .0
+6 .0
+6 .1
+6 .1
+6 .1 +5
.9
+6 .0
+2 .1
+6 .2
+6 .0
+6 .1
+6 .0 +6
.2 +6 .1
+4 .0
+4 .5
+5 .2
+3 .5
+8 .5
+6 .5
+7 .0
+7 .4
+7 .5
+8 .5
+8 .2
+7 .3
+7 .5
+9 .5
+8 .4
+8 .9
+8 .5
+8 .3
+8 .7
+9 .8
+8 .4
+9 .5 +9
.4
+6 .0
+6 .3
+9 .8
+9 .1
+9 .8 +7
.7
+9 .1
+6 .7
+6 .3
+6 .8
+7 .1
+6 .5
+7 .0
+8 .5
+6 .6
+9 .6
+9 .0
+8 .4 +8
.6 +8 .0
+7 .5
+7 .5
+8 .3
+7 .9
+7 .7
+9 .5
+8 .3
+7 .7
+7 .4 +7
.8
+7 .9
+8 .0
+1 .2
+1 .9
+3 .5
+4 .9 +0
.6 +4 .8
+4 .8
+0 .5
+0 .5
+3 .2
+1 .7
+3 .3 +2
.7
+4 .2
+3 .0
+6 .1 +5
.2 +4 .4
+5 .0
+5 .0
2.1 3.6
3.3 0.4
4.2
3.6
2.4
3.1
8.8
9.9
9.6
9.4
9.7
8.8
9.8 9.5
8.9
7.4 8.9
8.1
7.5
5.1
8.4
6.6 7.6
7.1 6.4
8.4 9.5
6.1
7.6
6.9 7.0
5.9 5.6
5.4
8.3 8.7
7.1
4.6 6.1
8.9
7.8 8.7
7.1
7.3 6.4
7.2
7.0
9.4
8.4
7.5
6.0 6.6
5.9
6.6
9.2
7.8
6.1
6.4 5.8 6.0
6.8
9.5
8.0
8.8
7.2
9.1
4.9
6.5
8.2 9.7
8.8
7.0
7.8 7.6
6.9
7.5
5.6
6.5
6.6 7.2
6.0 6.8 6.3
5.4
7.0 4.4
5.9
4.9
5.0
5.3 6.7
5.6
6.6
5.5
6.5
4.1 4.7
5.7
4.1 4.7 5.4
4.7
6.1
5.3 6.3 6.6
6.2
5.9
4.2
3.5
3.4 4.5
4.9 4.5 3.8
4.1 4.0
6.3
4.4 4.2
4.6
4.9
3.6
5.1 3.9
6.5
5.9
5.3
5.1
5.3
3.8 4.7
4.9
5.1
5.5 4.4 5.4
5.0
5.0 3.9
5.1
5.4
7.3
7.2
5.7
5.6
3.7 5.4 6.7
5.6
5.0
5.3
7.3 4.6
4.4 5.8 5.7
5.2 6.3
6.3 5.2
5.9 3.5
6.2
6.3 5.9
5.2
4.8 5.2
5.6
5.0
5.2 3.6
4.0 5.6
6.0
5.9 5.4
4.9
5.2 5.6
5.0 5.4
5.6
5.5
4.4
5.0 0.1
5.2 4.9
4.7 5.6
5.5
5.0
4.6
4.2
3.6
1.8 4.1
4.6 4.5
4.6
5.3
4.6
4.6 3.8
4.3 4.2 4.9 4.6
4.1 5.3
5.2 4.5
4.5
4.2
4.7
5.9
4.0 4.1
5.8
3.8
4.5 3.8
4.0
4.4
5.4
5.2
6.2 6.0
3.8
3.6 4.6
3.9 4.0
3.9
3.8
4.0
4.1
3.7 3.9
4.0
4.7
4.8 3.4
4.3
3.7 4.7
4.6 3.4
4.6 1.3
4.4
3.3 2.5
0.0 3.2
0.9
4.5
0.2
3.2
1.4
1.9
5.9
5.7
4.4 3.5
3.6 4.3
5.2
2.1
3.6
3.5
6.0
6.5
7.1
7.0 5.9 6.4
6.1
5.7
5.7
6.2 6.6
6.0 5.9
5.2
5.9
5.2
5.8 6.2
5.9
5.6
6.1
5.5
5.5
6.0 5.6 5.8
5.6
5.9
5.7
5.7
5.7 5.4
5.6
5.3 5.3
5.2 5.0
5.2
5.8
5.8 6.1
5.8
6.1
5.8
5.9 6.7 5.0
5.9 6.8 5.9
5.8
5.3
5.3
5.4
5.2
5.3 5.5
5.8 5.4
5.1
4.9
6.5
5.7
6.4
6.8
5.7 6.1
4.8 5.8 5.9
5.8
5.5 5.1
5.5 5.3
5.6
4.6 4.9 4.8 5.1
5.0
5.3
4.6 4.6 5.2 4.5
4.8 3.8
5.0 4.5 5.4
4.4 4.1
3.2
4.8 1.4
3.5 2.1
3.8 1.2
2.2 1.7
1.4 0.5
.7
.6
.6
.8
.3
.6
.2
.0
.3
.3
.5
.4
.6
.1
.7
.1
.0
.4
.3
.3
.2
.8
.7
.3
.8
.2
.9
.1
.7
.6
.5 14
.4
.1
.4
.7
.5
.9
.2 12
.0
.7
.6
.6
.2
.2 17
.2 .0
.4
.6
.7
.9
.4
.8
.8
.5 18
.3
.9
.7
.9 17
.3
.0
.7
.0
.5
.0
.1
.4
.8
.8
.9
.1
.0
.7
.2
.6
.1
.3
.3
.0
.1
.6
.3
.5
.6
.4
.0
.6 12
.8 .8
.4
.7
.6 17
.1
.3
.1
.1
.6
.5
.4
.3
.2
.0
.6 16
.2
.3
.8
.3
.2
.2
.9
.1
.0
.4
.8
.0 16
.9
.5
.2
.2
.9
.3
.3
.5
.9
.8
.2
.5
.2 14
.4
.3
.9
.1
.8
.8
.3
.5
.5
.3
.5
.4
.9
.4
.9 11
.7
.0 12
.0
.0
.3
.3
.0
.3 13
.8
.3 12
.9
.3 10
.9
.3
.4
.7
.9
.4
.5
.7
.5
.5
.6
.2
.4
.4
.5 14
.4
.9
.6
.8
.8
.7
.9
.9
.9
.5
.3
.1 15
.7
.3
.7
.8
.0
.0
.5
.4
.5
.3
.1 16
.9
.4
.5
.3 17
.8
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.4
.2
.1
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.8
.0
.4
.4
.6
.3
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.3
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.5 18
.1
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.4
.7
.3
.0
.9
.3
.8
.9
.9
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.8
.6
.8
.8
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.0
.8
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.1
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.6 14
.4
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.0
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.1
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.7
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.3
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.6
.6 18
.8
.5 19
.2
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.0
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.8
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.4 19
.4
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.2
.3
.1
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.9
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.3
.3
.6
.5
.6
.1
.0
.6
.6
.7
.1
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.6
.6
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.2
.3
.1
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.1
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.6
.5 18
.6
.4
.8
.7
.3
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.8
.9
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.1 15
.1
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.1
.2
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.5 15
.6
.8 16
.3 17 .2
.2 17
.5
.6
.6
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.0
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.2
.2
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.9
.4
.8
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.0
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.3
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.7
.3
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.1
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.1
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.2 19
.6 .7
.8
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.1
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.0 18
.4
.5 18
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.4 18
.1
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.0 18
.8
.4
.4
.5
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.1
.2
.0
.0
.2
.4
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.0
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.0
.8
.9
.6
.2
.2
.4
.5
.4
.5
.8
.7
.7
.9
.7
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.9 19
.0
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.4 18
.2 .8
.2
.6
.0
.3
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.1 18 .8
.0
.2
.3
.1
.3
.3 18
.4 18 .9
.6
.5 18
.8 .0
.1
ATLANTIC OCEAN
100' 200'0
N
X=94
X=94
X=94
Y
Y
Y
Y
Y
BEACH FILL - PLAN VIEW
o n o n
X=9
C-08
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
COLLINS AVENUE
C
IV
IL
-M
D T
H B
R -C -1
.d g n
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
ECL/CBL
T
H S
T
T
H S
T
T
H S
T
T
H S
T
36TH ST. STAGING AREA
ACCESS CORRIDOR FROM
APPROXIMATE
(APPROX.)
BREAKWATER
EXISTING
(APPROX.)
BREAKWATER
EXISTING
(APPROX.)
BREAKWATER
EXISTING
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
TOE OF FILL
APPROXIMATE
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
R-62
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
BEACH ON 1V:10H SLOPE
TO ADJACENT EXISTING
SHALL SLOPE DOWN
NORTHERN LIMIT OF FILL
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
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D E
S C
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N
A
M A
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S U
B M
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D B
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D A
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C O
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R A
C T N
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C H
E C
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D B
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D R
A W
N B
Y
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S
U E D
A T
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/5 /2
F
IL
E N
A M
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D R
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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-09
S I
D
N /A
J A
C K
S O
N V
IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
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J A
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S O
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L E F
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W
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L Y
H T
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BCOES
B E
A C
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N C
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M I
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M
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M I-
D A
D E C
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N T
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L O
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ID
A
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N E
V E
S
W E
P
B
R-62
R-63
R-64
R-65
R-64.5
R-63.5
R-62.5
+10 .2
+10 .2
+11 .3 +10
.3
+10 .4
+10 .7
+4.6
+4.4
+5.3
+2.1 +6.0
+1.9
+0.8
+5.4
+5.2
+5.4
+2.3
+6.2 +6.2
+5.7
+5.6
+5.9
+5.6
+5.4
+5.9
+5.1 +5.2
+5.3
+5.5
+6.1
+5.9
+5.7
+5.8
+5.5
+5.9
+6.3
+8.8 +8.9
+5.7
+6.2
+6.0
+6.4
+6.4
+5.7
+6.7
+5.8
+7.1
+6.1
+7.6
+9.1
+9.2
+6.1
+6.0
+9.0
+8.5
+9.0
+9.1
+9.3
+8.2
+9.7
+5.9 +6.0
+6.7
+9.8
+6.1
+6.2 +8.3
0.0
4.0
4.3
1.2
4.8 4.7 4.5 4.2 4.0 4.0
4.3 4.3
2.6
0.4
8.5
9.6
6.0
5.2 5.8
6.1 5.7
7.5
5.4
5.7
6.0
5.2
6.0
5.8
5.6
4.4
5.2 7.3
4.9 6.0
3.5
2.9
3.9
5.3
5.1
5.1
4.6 5.0
5.1
8.6
4.5
5.3
7.3
9.4 9.3
9.4
5.0
6.5 8.1
5.6
3.9
6.0
7.1
4.1
6.7
4.2 4.2
6.2
5.9
5.3
5.7
5.5
8.0
6.4
7.2
6.3
5.6
4.9
5.1
5.1
5.1
4.8
18.3
18.7
18.7
18.6
17.9
15.0
18.3
18.5
19.0
19.0
15.5
14.5
18.7 18.6
18.3
13.4
16.1
15.9 17.7
16.5 16.8
18.4
17.9
19.0
19.2
19.3
19.3
17.8
17.2
15.6
15.2
16.4
14.0 14.3 14.8
11.6
18.9
19.0
13.7
11.1
11.1
12.8
19.1
12.9
11.7 11.9
11.6
14.1
13.3
11.1
12.2
10.2
10.3 10.9
11.1
14.8
18.5
15.1
18.9 18.7
18.9
17.5
10.8
11.6
11.9
12.7
12.2
11.5 17.5
16.8
15.6
12.5
10.9
10.9
10.1
11.1
11.0
14.2
14.1
13.2
13.6
14.3
19.1
ATLANTIC OCEAN
100' 200'0
N
X=943
X=944
X=944
X=945
Y
Y
Y
Y
Y
Y
BEACH FILL - PLAN VIEW
o n o n
C-09
C O
N S
T R
U C
T
IO
N L
IM
IT
S
T A
S T
A
0 300 FOOT TRANSITION
C
IV
IL
M A
T C
H L
IN
E S
H E
E T C
-0 S
T A
-M
D T
H B
R -C -1
.d g n
ECL/CBL
B E
A C
H F
IL
L P
L A
N V
IE
W
S T
A T
O S
T A
EL. +4.0 FEET, NAVD88
SLOPE BERM
SEAWARD EDGE OF
TOE OF FILL
APPROXIMATE
EL. +7.0 FEET, NAVD88
FLAT BERM
SEAWARD EDGE OF
C-10
IV
IL
P A
Y M
E N
T A
N D A
C C
E P
T A
N C
E P
R O
F
IL
PAYMENT AND ACCEPTANCE PROFILES
-M
D T
H B
R -C -3
.d g n
S O
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A T
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N N
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S
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D B
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S C
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N
A
M A
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S
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S U
B M
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T E
D B
Y
D A
T E
C O
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R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
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S
U E D
A T
E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
/5 /2
F
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G D
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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-10
S I
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N /A
J A
C K
S O
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IL
L E D
IS
T R
IC
T
S
A N M
A R
C O B
L V
D
J A
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L E F
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C T
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M I
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H R
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IS
H M
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T
M
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M I-
D A
D E C
O U
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Y F
L O
R
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A
M
N E
V E
S
W E
P
B
(TYPICAL SECTION)
(TYPICAL SECTION)
(TYPICAL SECTION)
PAYMENT AREA
TOLERANCE TEMPLATE AREA
REQUIRED TEMPLATE AREA
A(P) = PAYMENT AREA
A(T) = TOLERANCE AREA
A(R) = REQUIRED AREA
NOTES:
(TYPICAL SECTION)
PAYMENT AREA
(TYPICAL SECTION)
ACCEPTANCE
MAY BE ACCEPTABLE AS DETERMINED BY THE CONTRACTING OFFICER.
MINOR SLOUGHING AT SEAWARD TOE CAUSED BY WAVES AND CURRENTS
NOT TO SCALE
NOT TO SCALE
SURVEYED CONDITION
PRE-CONSTRUCTION
SURVEYED CONDITION
PRE-CONSTRUCTION
SURVEYED CONDITION
PRE-CONSTRUCTION
TOLERANCE
CONSTRUCTION
PAY SURVEY
CONSTRUCTION
POST-
A(R) ≤ A(P) ≤ A(T)
TEMPLATE
REQUIRED
WATERLINE (VARIES)
PAY SURVEY
CONSTRUCTION
POST-
TOLERANCE
CONSTRUCTION
WATERLINE (VARIES)
TEMPLATE
REQUIRED
A(P)A(P)
SURVEYED CONDITION
PRE-CONSTRUCTION
PAY SURVEY
CONSTRUCTION
POST-
TOLERANCE
CONSTRUCTION
WATERLINE (VARIES)
TEMPLATE
REQUIRED
PAY SURVEY
CONSTRUCTION
POST-
TOLERANCE
CONSTRUCTION
WATERLINE (VARIES)
TEMPLATE
REQUIRED
A(P)A(P)
SURVEYED CONDITION
PRE-CONSTRUCTION
TOLERANCE
CONSTRUCTION
WATERLINE (VARIES)
TEMPLATE
REQUIRED
ACCEPTANCE SURVEY
POST-CONSTRUCTION
NO PAYMENT WILL BE MADE FOR SQUARE FOOTAGE OF A(P) GREATER THAN A(T)
BEACH BERM ACCEPTANCE PROFILES
BEACH BERM PAYMENT PROFILES
A(R)
SLOPE
A(T)
PLACED BERM WIDTH
SLOUGH ZONE
UP-SLOPE
MAX 50% PLACED BERM WIDTH
A(T)
A(P)
SHEET GENERAL NOTES
BE REPLACED AT THE CONTRACTOR'S EXPENSE.
2. EXISTING VEGETATION IMPACTED BY THE CONTRACTOR WILL
THESE AZIMUTHS VARY.
THE CBL, THEREFORE SLOPES AND BERM WIDTHS ALONG
MONUMENT AZIMUTHS WHICH ARE NOT PERPENDICULAR TO
ON FOLLOWING SHEETS ARE TAKEN ALONG FDEP RANGE
1. TYPICAL SECTION PERPENDICULAR FROM THE CBL. PROFILES
C-11
T Y
P
IC
A L C
R O
S S S
E C
T
IO
N S
C
IV
IL
TYPICAL CROSS SECTIONS
-M
D T
H B
R -C -3
.d g n
50' 100'0 5' 10'0
+20
+10
0 100 200 300 400 500 600 700 800
+10
+20
HORIZONTAL VERTICAL
CBL/ECL AT RANGE "0"
BEACH FILL
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
BEACH FILL NEAR VEGETATION
NOT TO SCALE
E C
L C
B L
NOT TO SCALE
BEACH FILL NEAR ECL/CBL
APPROXIMATE EXISTING GRADE
EL. +4.0
EL. +7.0
THE ECL/CBL
LANDWARD OF
BE PLACED
NO FILL SHALL
TYPICAL BEACH SECTION PERPENDICULAR TO THE CBL/ECL
TOLERANCE +0.5 FOOT
EL. +4.0
EL. +7.0
BEACH FILL
(SEE NOTE 2)
VEGETATION
E C
L C
B L
APPROXIMATE EXISTING GRADE
SLOPE = 1V:3H
TOLERANCE +0.5 FOOT
EL. +4.0
EL. +7.0
SLOPE = 1V:3H
APPROXIMATE EXISTING GRADE
90'VARIES (SEE PLAN SHEETS)
BEACH FILL
TOLERANCE +0.5 FOOT
S O
L
IC
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A T
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N N
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M A
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D A
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C O
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D R
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B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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/5 /2
F
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E N
A M
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D R
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G D
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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-11
S I
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N /A
J A
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S O
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A N M
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C O B
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M I
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M A
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D B
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D R
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A T
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
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/5 /2
F
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E pw:\\PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CESAJ - Jacksonville District\Documents\Shore Protection Projects\Miami-Dade Co--113082\Supplemental Contract E - County Wide - FY21\080 - Plans\05 Civil\C-12
S I
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N /A
J A
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A N M
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B
E L E
V A
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N I
N F
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A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
+20
+10
BEACH FILL
ELEV. +7.0'
ELEV. +4.0'
EXISTING GRADE (SEP 2020)
VERTICAL FILL TOLERANCE (+0.5)
E C
L /C
B L
E C
L /C
B L
E C
L /C
B L
E C
L /C
B L
E C
L /C
B L
PROFILE FDEP RANGE R-42.5
PROFILE FDEP RANGE R-43.5
PROFILE FDEP RANGE R-44.5PROFILE FDEP RANGE R-43
PROFILE FDEP RANGE R-44
PROFILE FDEP RANGE R-45
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
189.0' 92.0'
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
C-01
C-01
C-01
C-01
C-01
C-02
O F
IL
E S
C-13
C
IV
IL
-M
D T
H B
R -C -3
.d g n
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
+10
+20
+10
+20
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
+20
+10
+10
+20
+20
+10
+10
+20
+20
+10
+10
+20
+20
+10
+10
+20
+20
+10
+20
+10
EXISTING GRADE (SEP 2020)
VERTICAL FILL TOLERANCE (+0.5)
BEACH FILL
E C
L /C
B L
E C
L /C
B L
PROFILE FDEP RANGE R-45.5 PROFILE FDEP RANGE R-49.5
PROFILE FDEP RANGE R-50.5
PROFILE FDEP RANGE R-46
PROFILE FDEP RANGE R-49
ELEV. +7.0'
ELEV. +4.0'
PROFILE FDEP RANGE R-50
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
OFFSHORE DISTANCE IN FEET FROM RANGE MONUMENT
249.2' 92.0'
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
10' 20'0 100' 200'0
HORIZONTAL:VERTICAL:
C-02
C-02
C-03
C-03
C-04
C-04
S O
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A T
IO
N N
O
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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/5 /2
F
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S I
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SHEET ID
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US Army Corps
U .S
A R
M Y C
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F E
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/5 /2
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S I
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M I-
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0 100 200 300 400 500 600 700 800 900 1000
E L E
V A
T
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N I
N F
E E
T N
A V
D
+20
+1…
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