Duval_County-Beach_Renourishment_FY18.pdf
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE: MMMMMMMMM YYYY
XXXXXX-XX-X-XXXX
VOLUME X
JACKSONVILLE DISTRICT
PLANS FOR CONSTRUCTION OF
BEACH RENOURISHMENT 2018
DUVAL COUNTY, FLORIDA
SHORE PROTECTION PROJECT
W912EP-18-B-0004
SHEET TITLESHEET ID
GENERAL
G-01
G-02
G-03
COVER SHEET
G-04
G-05
G-06 CONTROL DATA - RANGE MONUMENTS, ECL AND CBL
CIVIL
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-23
C-24
C-25
BEACH FILL PLAN - R-45 TO R-47
BEACH FILL PLAN - R-48 TO R-49
BEACH FILL PLAN - R-50 TO R-52
BEACH FILL PLAN - R-53 TO R-55
BEACH FILL PLAN - R-56 TO R-57
BEACH FILL PLAN - R-58 TO R-60
BEACH FILL PLAN - R-61 TO R-62
BEACH FILL PLAN - R-63 TO R-65
BEACH FILL PLAN - R-66 TO R-68
BEACH FILL PLAN - R-69 TO R-70
BEACH FILL PLAN - R-71 TO R-73
BEACH FILL PLAN - R-74 TO R-75
BEACH FILL PLAN - R-76 TO R-78
BEACH FILL PLAN - R-79 TO R-80
G-01
D C
B R
-G
I0 c o v .d g n
G E
N E
R
L
C
V E
R
TERMS AND ABBREVIATIONS, GENERAL SYMBOLOGY, AND TABLE OF CONTENTS
GENERAL NOTES, AND SURVEY NOTES
PROJECT OVERVIEW
CONTROL DATA - RANGE MONUMENTS, ECL AND CBL
CONTROL DATA - RANGE MONUMENTS, ECL AND CBL
G-07
G-08
PROJECT SITE LAYOUT
BEACH FILL PLAN - R-43 TO R-44
TYPICAL BEACH FILL PROFILE AND BEACH FILL NEAR VEGETATION PROFILE
BEACH PROFILES - R-40 TO R-44
BEACH PROFILES - R-45 TO R-50
BEACH PROFILES - R-51 TO R-56
BEACH PROFILES - R-57 TO R-62
BEACH PROFILES - R-63 TO R-68
BEACH PROFILES - R-69 TO R-74
BEACH PROFILES - R-75 TO R-80
PLAN - BORROW AREA F
TYPICAL DUNE REPAIR PROFILES
C-26
PAYMENT AND ACCEPTANCE PROFILES
C-01 BEACH FILL PLAN - R-34 TO R-36
C-02
C-03
C-19
BEACH PROFILES - R-34 TO R-39
C-04
C-27
C-28
C-29
C-20
C-21
C-22
C-30
BEACH FILL PLAN - R-37 TO R-39
BEACH FILL PLAN - R-40 TO R-42
G-02
D C
B R
-G
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A N
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F C
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N T S
DUNE REPAIR
FULL SECTION
PARTIAL SECTION
DETAIL INDICATOR
M-511
DRAWING WHERE SHOWN
SMALL CONDITIONS DETAIL INDICATOR
OBJECT REFERENCED
VIEWING PLANE
CUTTING PLANE LINE
EXTERIOR ELEVATION
MARK No. CALLOUT MARK TITLE
4 REQ'D
PART
PART
SEQUENCE NUMBER
DRAWING WHERE SHOWN
MARK PREFIX
QUANTITY REQUIRED
DRAWING WHERE SHOWN
DETAIL BOUNDRY
A-302
DRAWING WHERE SHOWN
S-706
OBJECT REFERENCED
S-506
DRAWING WHERE SHOWN
VIEWING PLANE
CUTTING PLANE LINE
S-506
A-201 A-201 A-202 A-202
C
T - TELECOMMUNICATIONS
E - ELECTRICAL
M - MECHANICAL
F - FIRE PROTECTION
Q - EQUIPMENT
A - ARCHITECTURAL
S - STRUCTURAL
C - CIVIL
B - GEOTECHNICAL
V - SURVEY/MAPPING
G - GENERAL
DRAWING SET TABLE OF CONTENTS
TERMS AND ABBREVIATIONS
INDENTITY SYMBOL KEY REFERENCE SYMBOL KEY
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FIT
REDUCED TO FITREDUCED TO FIT
REDUCED TO FIT
FEET-INCHES
EQUAL TO
NUMBER
PERCENT
ELEVATION DATUM INDICATOR
KEYNOTE INDICATOR
DRAWING REVISION INDICATOR
OBJECT CENTERLINE IDENTIFIER
AT
DEGREE(S)
INCHES
X'-X"
EL 45.0
14 14OR
A
X"
Mk. M-614-6
BUSHING MARK M-614-6
REDUCED TO FIT
WITH MULTIPLE VIEWS
INTERIOR ELEVATIONS
INTERIOR ELEVATION
OUT IN DETAIL
LOCATION CALLED
AND MARK No.
NOMENCLATURE
C4C4
D7
G3 F5
IDENTIFICATION
GRAPHIC SCALE
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
IDENTIFICATION
B7 A4
C3 D8
A3
F6
D6
DRAWING AREA TITLE
IDENTIFICATION
DRAWING AREA TITLE WITH ASYMMETRICAL SCALES
ECL POINT NOT USED IN CBL
PT. WITH STATIONING
CONSTRUCTION BASELINE
EROSION CONTROL POINT
HORIZONTAL AND VERTICAL CONTROL
RANGE LINE MONUMENT
TOE OF CONSTRUCTION SLOPE
EXIST STORMWATER OUTFALL
FILL SLOPE SYMBOL
WITH NOTATION
EXISTING CONTOUR LINE
(PLAN VIEW)
BEACH FILL AREA
(PROFILE VIEW)
BEACH FILL AREA
STAGING AREA AND ACCESS
LOCATION FALLS OFF PAGE
LOCATION WITH NOTATION
CORE BORING (VIBRACORE)
EXISTING GRADE
DREDGING EXCLUSION ZONE
VB-DUC13-B2-16
116 + 000 P24
P23
WEST
U S COAST GUARD
U S ARMY CORPS OF ENGINEERS
TYPICAL
TOLERANCE
STATIONING
SHORE PROTECTION PROJECT
SOUTH
RANGE
PRESSURE TREATED
POINT OF INTERSECTION
ON CENTER
NOT TO SCALE
NORTH AMERICAN VERTICAL DATUM
NORTH AMERICAN DATUM
NORTH
MEAN LOW WATER
MEAN HIGH WATER
JOINT
INVERT
GALVANIZED
EXISTING
EDGE OF BERM
ENVIRONMENTAL
EROSION CONTROL LINE
ELEVATION
EAST
DRAWING
CONSTRUCTION BASELINE
W
USCG
USACE
TYP
TOL
STA
SPP
S
RGE
PT
PI
OC
NTS
NAVD
NAD
N
MLW
MHW
JT
INV
GALV
EXIST
EOB
ENV
ECL
ELEV
E
DWG
CBL
X°
PROJECT LEGEND
DRAWING AREA TITLE
C-21
DIKE CROSS SECTION STA 2+30 TO STA 5+43
100' 200'0
GRAPHIC SCALE
10' 20'0100' 200'0
WITH BUFFER
CULTURAL RESOURCES TARGET
FIBER OPTIC CABLE BUFFER
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GENERAL NOTES SURVEY NOTES BEACH SURVEY NOTES BORROW
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O T
EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.
REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE
10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE
OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.
THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION
MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING
9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS
8. AIDS TO NAVIGATION WERE NOT LOCATED FOR THIS SURVEY.
SV-FL II 27-28 JUN 2017 DUVAL CO BORROW SITE
VESSEL DATE OF SURVEY AREA
MODEL 2024 MULTIBEAM SYSTEM. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.
7. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC
TIDE STAFF LOCATED FROM "STARK" (OPUS PID: BBBZ99)
REFERENCE BASE LOCATED AT "CHARLIE TOWER ARP" (OPUS PID: BBDC09)
FOLLOWING REFERENCE BASE LOCATION:
6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS WITH THE
OF 1983 (NAD83).
FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO NORTH AMERICAN DATUM
5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION
4. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC GPS (RTK).
3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.
2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO NAVD 1988.
1. REFER TO SURVEY NO. 17-148.
AND NOT TO BE USED FOR MEASUREMENTS.
8. 2017 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY
CONSTRUCTION ACTIVITY".
AND SECTION 35 20 25 "PROTECTION OF EXISTING STRUCTURES FROM
SEE SECTION 01 57 20 PARAGRAPH "BEACH PLACEMENT RESTRICTIONS"
OVER THEM, EXCEPT AS DIRECTED BY THE CONTRACTING OFFICER.
AND TAKE THE NECESSARY PRECAUTIONS NOT TO DAMAGE OR FILL
THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS, SIZE, INVERTS,
OF THE BEACH AND ARE WITHIN THE CITY OF JACKSONVILLE BEACH.
7. STORM WATER OUTFALLS ARE LOCATED ALONG THE UPLAND SIDE
ACCESS AND STAGING AREAS SHOWN HEREIN.
JACKSONVILLE BEACH, NEPTUNE BEACH, AND ATLANTIC BEACH FOR
SHALL COORDINATE WITH CONTRACTING OFFICER AND CITIES OF
6. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR
CONSTRUCTION BASELINE.
5. BERM WIDTHS ARE MEASERED PERPENDICULAR FROM THE
ASSIGNED THE PLUS SYMBOL (+).
ELEVATIONS SHOWN ABOVE REFERENCED DATUM WILL BE
THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL
4. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE
FOOT.
DATUM OF 1983 (NAD83(2011)). THE UNIT OF MEASURE IS U.S. SURVEY
REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN
STATE PLANE COORDINATE SYSTEM, EAST ZONE (0901) AND ARE
3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA
CONSTRUCTION OF THIS PROJECT.
ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF
LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE
LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL
ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY
2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT
DIGI-BAR VELOCIMETER. DATA WAS COLLECTED WITH HYPACK 2017.
REFERENCED IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE CAPTURED USING AN ODOM
DATA WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA FILES ARE
LAND TWICE DAILY (WHEN POSSIBLE) AT A CONTROL POINT. CALIBRATION AND QUALITY ASSURANCE
MEASUREMENT UNIT, AND ODOM CV 100M FATHOMETER. THE VERTICAL COMPONENT WAS VERIFIED ON
9. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING RTK/GPS, POS MV SURFMASTER INERTIAL
THE PURPOSES OF POSITIONING AND CALIBRATING THE OFFSHORE DATA COLLECTION.
324”(NGS PID: BC0502). SECONDARY CONTROL WAS ESTABLISHED AT THE MAYPORT BOAT LAUNCH FOR
8. THE PRIMARY CONTROL POINTS USED TO PERFORM THIS SURVEY ARE “R 67”(NGS PID: BC1553) AND “Y
SURVEY FEET.
7. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S.
FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.
6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), THE PROFILE LINE ORIGIN ALONG THE PUBLISHED AZIMUTH.
LANDWARD OF THE MONUMENT, WHEN CONDITIONS ALLOWED, AND EXTENDED 3000 FEET SEAWARD OF
COUNTY MONITORING SYSTEM. IN GENERAL THE RANGE LINES WERE SURVEYED FROM 150 FEET
5. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS R-40 THROUGH R-80 OF THE DUVAL
TOPOGRAPHIC DATA.
THE DUVAL BEACH SPP MONITORING PROJECT AND TO FURNISH DELIVERABLE FILES OF THE
4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF
3. DATE OF FIELD SURVEY: 02/22/18 THROUGH 03/02/18.
2. LOCATION: DUVAL COUNTY, FLORIDA.
SURVEY
1. PROJECT TITLE: DUVAL COUNTY SHORE PROTECTION PROJECT, TOPOGRAPHIC AND HYDROGRAPHIC
NOTES TO ACCOMPANY USACE SURVEY 18-073
MAPPING.
9. SURVEY PROVIDED BY OLSEN AND ASSOCIATES, INC., AND PREFORMED BY ARC SURVEYING AND
324”(NGS PID: BC0502).
8. THE PRIMARY CONTROL POINTS USED TO PERFORM THIS SURVEY ARE “R 67”(NGS PID: BC1553) AND “Y
SURVEY FEET.
7. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S.
FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.
6. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), THE PROFILE LINE ORIGIN ALONG THE PUBLISHED AZIMUTH.
LANDWARD OF THE MONUMENT, WHEN CONDITIONS ALLOWED, AND EXTENDED 3000 FEET SEAWARD OF
COUNTY MONITORING SYSTEM. IN GENERAL THE RANGE LINES WERE SURVEYED FROM 150 FEET
5. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS R-31 THROUGH R-39 OF THE DUVAL
DATA.
THE DUVAL BEACH SPP MONITORING PROJECT AND TO FURNISH DELIVERABLE FILES OF THE TOPOGRAPHIC
4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF
3. DATE OF FIELD SURVEY: 03/12/18 THROUGH 03/16/18.
2. LOCATION: DUVAL COUNTY, FLORIDA.
SURVEY.
1. PROJECT TITLE: DUVAL COUNTY SHORE PROTECTION PROJECT, TOPOGRAPHIC AND HYDROGRAPHIC
SURVEYING AND MAPPING OF JACKSONVILLE FLORIDA.
NOTES TO ACCOMPANY SPONSOR PROVIDED SURVEY “180227-DUVAL COUNTY BEACH R31 R39”BY ARC
18-073 BEACH SURVEY NOTES (R-40 TO R-80):
BEACH SURVEY NOTES (R-31 TO R-39):
17-148 BORROW AREA SURVEY NOTES:
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R-21
R-22
R-23
R-24
R-25
R-26
R-27
R-28
R-29
R-30
R-31
R-32
R-33
R-34
R-35
R-36
R-37
R-38
R-39
R-40
R-50
R-45
R-55
R-60
R-65
R-70
R-75
R-80
R-40
R-35
R-31
R67
Y 324
8720218A
TO CENTER BORROW AREA
FROM CENTER OF BEACH
6.1 NAUTICAL MILES
P R
O J E
C T L
IM
IT
S
T O C
E N T E R B
O R R
O W A
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F R
O M E
N D S
O U T H
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T T Y
7.5 N
A U T
IC
A L M
ILE
S
AREA F
BORROW
A T L A N T I C O C E A N
ATLANTIC BEACH
NEPTUNE BEACH
JAX BEACH
JAX BEACH
PONTE VEDRA BEACH
DUVAL COUNTY
FLORIDA
FLORIDA
ST. JOHNS COUNTY
ST JOHNS RIVER
MAYPORT
VICINITY MAP
0 8000'4000'
G-04
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X
X
X
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Y=2140000
Y=2150000
Y=2160000
Y=2170000
Y=2180000
Y=2190000
Y=2200000
Y=2210000
STA. 35+100 (CBL)
STA. 80+000 (CBL)
O P
T
IO
N B
O P
T
IO
N A
B A
S E
STA. 43+100 (CBL)
STA. 54+200 (CBL)
STA. 58+300 (CBL)
B A
S E
WITHIN 200 FEET OF EXISTING CABLE LOCATION. MIN.
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING BEACH OR SEABED.
FIBER OPTIC CABLE.
OF WORK
LOCATION
N.T.S.
N
ST AUGUSTINE
JACKSONVILLE
GAINESVILLE
TALLAHASSEE
GEORGIA
ALABAMA
PENSACOLA
ORLANDO
CANAVERAL
ST LUCIE
FT. LUDERDALE
MIAMI
TAMPA
FT MYERS
KEY WEST
LOCATION MAP
OKEECHOBEE
LAKE
GULF OF MEXICO
OCEAN
ATLANTIC
FLORIDA
BEACH
WEST PALM
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\01 General\G-05
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
R-31
R-32
R-33
R-34
R-35
R-36
R-37
R-38
R-39
R-40
R-50
R-45
R-55
R-60
R-65
R-70
R-75
R-80
R-40
R-35
R-31
C-18
C-01
C-02
C-03
C-04
C-05
C-06
C-07
C-08
C-09
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
MAYPORT
ATLANTIC BEACH
NEPTUNE BEACH
PONTE VEDRA BEACH
JAX BEACH
A T L A N T I C O C E A N
ACCESS AREA
15TH STREET
ACCESS AREA
7TH STREET
ACCESS AREA
ATLANTIC BLVD.
ACCESS AREA
SEAGATE AVE.
STAGING/ACCESS AREA
16TH AVE. SOUTH
G-05
N E
R
P
O J E
C T S
IT
E L
A Y
O U
T D
C B
R -G
I0 la y o u t.
d
PROJECT SITE LAYOUT
0 6000'3000'
N
X
X
X
X
X
X
X
Y=2155000
Y=2160000
Y=2165000
Y=2170000
Y=2175000
Y=2180000
Y=2185000
Y=2150000
Y=2145000
Y=2190000
Y=2195000
Y=2200000
ACCESS AREA
35TH STREET
STAGING/ACCESS AREA
8TH AVE. NORTH
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\01 General\G-06
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
(DEGREES)
AZIMUTH
(Y) NORTHING (X) EASTING
PLANE COORDINATES NAD83(2011) FL E
531,228.62
531,111.22
530,971.88
530,906.51
530,834.69
530,753.42
530,689.37
530,598.99
530,615.25
530,514.89
530,496.95
530,154.37
530,462.11
530,520.55
530,461.57
530,595.53
530,528.51
530,772.31
2,182,658.79
2,183,680.24
2,184,663.02
2,185,628.13
2,186,562.99
2,187,512.69
2,188,327.47
2,189,373.44
2,190,267.65
2,191,233.94
2,192,083.65
2,193,355.53
2,194,104.39
2,195,018.01
2,196,082.88
2,197,048.06
2,197,974.58
2,198,972.69
R-48
R-47
R-46
R-45
R-44
R-43
R-42
R-41
R-40
R-39
R-38
R-37
R-36
R-35
R-34
R-33
R-32
R-31
POINT
R-31
R-32 R-33
R-34 R-35
R-36
R-37
R-38 R-39 R-40
R-41 R-42 R-43 R-44 R-45 R-46 R-47 R-48
910911
P912
P909
P908
P907
P906
P904
P899
P895
P893
P891
P889
P888
P887
P886
P902
P885
P914
STATION
BASELINE (CBL)
CONSTRUCTION
EROSION CONTROL LINE (ECL)
(Y) NORTHING (X) EASTING
PLANE COORDINATES NAD83(2011) FL E
531,236.88
531,164.56
531,114.59
531,087.80
531,056.86
531,038.14
530,964.31
530,947.98
530,943.43
530,922.29
530,857.99
530,845.09
530,826.87
530,770.39
530,770.27
530,726.61
530,712.15
530,693.64
530,657.56
530,634.17
530,600.79
530,590.87
530,576.28
530,581.36
530,577.66
530,596.50
530,626.69
530,626.20
530,652.31
530,666.14
530,785.25
530,804.83
530,926.11
2,182,683.15
2,183,375.92
2,183,913.51
2,184,171.15
2,184,321.87
2,184,574.24
2,185,290.45
2,185,590.24
2,185,636.53
2,185,828.89
2,186,639.93
2,186,891.83
2,186,988.55
2,187,532.43
2,187,579.97
2,188,134.96
2,188,589.81
2,188,618.92
2,189,718.49
2,190,117.82
2,191,828.27
2,192,028.20
2,193,128.15
2,193,328.22
2,194,128.25
2,195,729.38
2,196,228.49
2,196,729.35
2,196,928.20
2,197,528.43
2,198,923.92
2,199,123.11
2,199,744.67
43+089.78
44+183.26
45+893.56
47+153.58
47+559.72
47+818.75
48+358.66
49+055.19
POINT
34+782.58
P886
P887
P888
P889
P891
P893
P895
P899
P902
P904
P906
P907
P908
P909
P912
P914
35+482.76
38+383.38
38+583.51
39+683.56
39+883.74
41+994.28
43+124.28
46+133.60
872 0218 A DI9221 2,204,684.20 521,361.33 +4.34
HORIZONTAL AND VERTICAL CONTROL POINT
DESIGNATION PID NAVD88(X) EASTING(Y) NORTHING
872 0218 A
SURVEY CONTROL
M A
T C
H L
IN
E S
T A
A T L A N T I C O C E A N
ECL
CBL
SHORELINE
APPROX.
WONDERWOOD DR.
SEMINOLE RD.
HANNAH PARK
BEACH
ATLANTIC
MAYPORT
NAVAL STATION
S
T A .9
C B
L
S T
A R
T C
B L S
T A
T
IO
N
IN
G
NOTES:
W O
N D
E R
W O
O D D
R
WONDERWOOD DR.
T
H S
T
T
H S
T
CBL
CONTROL DATA
N T
R O
L D
A T
G-06
N E
R A
L
R A
N G
E M
O N
U M
E N
T S E
C L A
N D C
B L
D C
B R
-G
I0 c tr l.
d g n
0 600' 1200'
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
X=528000
X=530000
X=532000
X=534000
Y
FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.
1. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE
RANGE MONUMENT CONTROL
T C
H L
IN
E S
T A
0 M
A T
C H
L
IN
E S
T A . 6
BEACH PIER
JACKSONVILLE
A T L A N T I C O C E A N
BEACH
NEPTUNE
3RD ST. NORTH
CBL ECL
APPROX. SHORELINE
BEACH
ATLANTIC
BEACH
JACKSONVILLE
A T
L A
N T
IC
B
L V
D
S E
A G
A T
E A
V E
T
H A
V E N
T
H A
V E N
F L
O R
ID
A B
L V
D
P
IN
E S
T
80 533060.985 2167629.403 R-64
80 532893.893 2168503.666 R-63
80 532740.449 2169510.913 R-62
80 532626.703 2170372.823 R-61
80 532324.915 2171422.954 R-60
85 532230.301 2172331.176 R-59
80 532182.92 2173264.807 R-58
80 532009.87 2174249.52 R-57
80 531795.854 2175108.538 R-56
85 531751.84 2176041.561 R-55
85 531677.123 2176978.503 R-54
85 531625.312 2177892.105 R-53
85 531547.298 2178822.627 R-52
85 531457.782 2179877.152 R-51
83 531374.267 2180817.174 R-50
90 531295.726 2181735.403 R-49
0 600' 1200'
N
C O
N T
R O
L D
A T
G-07
B R
-G
I0 c tr l.
d g n
G E
N E
R A
L
R A
N G
E M
O N
U M
E N
T S E
C L A
N D C
B L
NOTES:
Y
Y
Y
Y
Y
Y
Y
Y
Y
X=530000
X=532000
X=534000 X=536000
FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.
1. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\01 General\G-07
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
(DEGREES)
AZIMUTH
POINT (Y) NORTHING (X) EASTING
PLANE COORDINATES NAD83(2011) FL E
533,060.99
532,893.89
532,740.45
532,626.70
532,324.92
532,230.30
532,182.92
532,009.87
531,795.85
531,751.84
531,677.12
531,625.31
531,547.30
531,457.78
531,374.27
531,295.73
2,167,629.40
2,168,503.67
2,169,510.91
2,170,372.82
2,171,422.95
2,172,331.18
2,173,264.81
2,174,249.52
2,175,108.54
2,176,041.56
2,176,978.50
2,177,892.11
2,178,822.63
2,179,877.15
2,180,817.17
2,181,735.40
R-64
R-63
R-62
R-61
R-60
R-59
R-58
R-57
R-56
R-55
R-54
R-53
R-52
R-51
R-50
R-49
R -4
R -5
R -5
R -5
R -5
R -5
R -5
R -5
R -5
R -5
R -5
R -6
R -6
R -6
2 R -6
R -6
R-49 R-50 R-51 R-52 R-53 R-54 R-55 R-56
R-57 R-58
R-59 R-60
R-61 R-62 R-63 R-64
868 865
864 859
P885
P884
P881
P878
P879
P869
P871
P873P875
P867
P866
P861
P862
P863
P860
P858
58+748.23
64+038.26
59+358.12
59+779.59
60+576.36
EROSION CONTROL LINE (ECL)
STATION
BASELINE (CBL)
CONSTRUCTION
(Y) NORTHING (X) EASTING
PLANE COORDINATES NAD83(2011) FL E
51+477.96
53+600.10
533,006.27
532,960.20
532,504.89
532,390.76
532,330.52
532,238.58
532,210.53
532,199.03
532,143.38
532,052.34
532,028.83
531,931.09
531,909.89
531,876.44
531,716.61
531,673.67
531,595.19
531,611.80
531,607.19
531,541.18
531,522.53
531,486.00
531,445.85
531,435.32
531,425.51
531,406.13
531,373.63
531,304.60
2,167,810.86
2,168,131.70
2,171,236.26
2,172,024.82
2,172,441.96
2,173,044.88
2,173,281.23
2,173,371.51
2,173,751.36
2,174,379.66
2,174,541.28
2,175,240.99
2,175,428.38
2,175,728.06
2,177,112.77
2,177,476.26
2,178,152.23
2,178,153.98
2,178,266.69
2,179,072.46
2,179,233.48
2,179,710.04
2,180,157.23
2,180,268.74
2,180,429.46
2,180,767.91
2,181,149.47
2,182,027.14
P858
P860
P861
P862
P863
P866
P867
P869
P871
P873
P875
P878
P879
P881
P884
P885
POINT
49+714.69
50+595.07
52+038.96
52+516.91
54+280.63
56+040.56
56+530.68
57+400.50
58+035.36
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\01 General\G-08
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
Y 324
R 67
BC0502
BC1553
2,165,066.67
2,164,713.35
533,462.99
533,512.77
+10.58
+10.40
HORIZONTAL AND VERTICAL CONTROL POINT
DESIGNATION PID NAVD88(X) EASTING(Y) NORTHING
SURVEY CONTROL
Y
R
(DEGREES)
AZIMUTH
POINT (Y) NORTHING (X) EASTING
PLANE COORDINATES NAD83(2011) FL E
R-80
R-79
R-78
R-77
R-76
R-75
R-74
R-73
R-72
R-71
R-70
R-69
R-68
R-67
R-66
R-65
535,913.48
535,671.44
535,500.28
535,361.70
535,181.46
534,983.17
534,758.98
534,600.42
534,156.70
534,202.37
534,037.73
533,841.46
533,602.05
533,514.17
533,360.42
533,193.74
2,152,113.31
2,153,227.53
2,154,226.24
2,155,062.09
2,155,998.61
2,157,019.62
2,157,982.04
2,158,863.67
2,159,808.64
2,160,802.28
2,161,712.37
2,162,719.28
2,163,742.78
2,164,712.24
2,165,678.04
2,166,652.31
R-65 R-66 R-67 R-68
R-69 R-70
R-71
R-72
R-73 R-74
R-75 R-76
R-77 R-78 R-79
R-80
P850 P848
P847 P846
P845
P844
P843
P841
P840
P857
P855 P853
P851
EROSION CONTROL LINE (ECL)
STATION
BASELINE (CBL)
CONSTRUCTION
(X) EASTING(Y) NORTHING
PLANE COORDINATES NAD83(2011) FL E
535,916.36
535,417.71
535,423.67
535,250.14
535,242.26
534,987.43
534,747.06
534,638.35
534,402.99
534,286.84
534,040.28
533,947.55
533,938.72
533,693.15
533,674.20
533,465.99
533,457.21
533,384.04
2,152,118.53
2,154,668.86
2,154,770.92
2,155,660.32
2,155,699.45
2,157,019.31
2,158,244.90
2,158,762.48
2,159,869.01
2,160,495.42
2,161,691.75
2,162,255.41
2,162,305.64
2,163,733.27
2,163,842.64
2,165,068.67
2,165,121.68
2,165,556.49
P840
P841
P843
P845
P846
P847
P848
P850
P851
P853
P855
P857
66+818.72
68+173.30
69+672.90
75+011.71
76+395.86
POINT
80+000.00
66+324.07
70+244.14
72+102.62
73+233.90
73+762.77
77+401.39
M A
T C
H L
IN
E S
T A . 6
A T L A N T I C O C E A N
B U
T L E
R B
L V
D
J T
U R
N E
R
E C
L C
B L
E C
L
C B
L
T
H A
V E S
O U
T H
T
H A
V E S
PONTE
-VEDRA B
LVD.
U.S. HWY. A1A
BEACH
JACKSONVILLE
S T J
O H
N S C
O U
N T
Y
D U
V A
L C
O U
N T
Y
Y
R
B E
A C
H P
IE
R
J A
C K
S O
N V
IL
L E
S H
O R
E L
IN
E
A P
P R
O X
U.S. HWY. A1A / 3RD STREET6
T
H A
V E S
N D A
V E S
T
H A
V
NOTES:
0 600' 1200'
N
C O
N T
R O
L D
A T
G-08
N E
R A
L
R A
N G
E M
O N
U M
E N
T S E
C L A
N D C
B L
D C
B R
-G
I0 c tr l.
d g n
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
X=534000
X=536000
X=538000
X=538000
FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.
1. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-01
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P912
P I S
T A .7
R-34
R-35
R-36
21.1
20.9
20.7
20.4
20.3
20.1
20.1
20.0 19.9
19.9
19.6 19.6
19.5
19.4
19.2
18.918.9
18.9
18.6
18.6
18.5 18.3
18.2
18.1
18.0
17.8
17.717.5
17.3
17.3
17.1
16.9
16.8
16.716.3
16.216.1
15.815.7
15.6
15.4
15.315.214.9
14.614.614.4
14.3 14.1
14.0
14.0 13.713.5
13.3 13.213.0 12.6
12.6 12.5
12.4 12.312.3
11.9 11.811.8
11.5 11.211.2
11.110.8 10.7
10.710.4 10.3
10.1 9.99.9
9.7 9.59.5
9.49.2 9.1
9.1
9.08.9
8.9 8.8
8.68.6 8.6
8.68.5
8.3
8.3 8.2
8.2
8.1
8.1
8.1
8.0
8.0
7.9
7.8
7.8 7.7
7.6
7.6
7.6
7.5
7.4
7.4
7.4
7.3 7.3
7.2 7.2
7.27.1
7.1
7.1
7.0
6.9
6.9
6.1 6.0
5.84.7
4.6 4.54.4
3.83.7 3.6
3.2 3.23.1
2.82.7 2.6
2.62.4 2.2
2.1
1.8
1.8 1.8
1.4
1.0 1.0
0.8
0.4 0.3
+0.1
+0.3 +0.3
+1.0+1.7 +2.0 +2.2+3.0
+3.5 +3.9 +3.9
+4.0 +4.2
+4.4+4.6
+5.2
+5.5+5.6
+5.7
+5.9
+6.5
+6.6
+6.6
+6.7
+6.8
+7.3
+7.4
+7.5
+7.6
+7.7
+7.7
+7.8
+7.8
+7.9
+8.2
+8.5
+8.6
+9.0
+9.0
+9.0
+9.1
+9.2
+9.2
+9.4
+9.5
+10.1
+10.1
+10.2
+10.3
+10.4
+11.4
+11.8 +13.2
+14.1
+14.2 +14.2
+14.2 +14.5 +15.9
+16.5
+20.2
R -3
T
O R -3
C-01
D C
B R
-C
N p ln .d g n
J
D R
A W
E R
J
D E
S
IG
N
X S
E C
T
IO
N C
H
IE
F
IV
IL
B E
A C
H F
IL
L P
L
BEACHFILL PLAN
N
M A
T C
H L
IN
E S
T A
C B
L
Y
Y
Y
Y
Y
Y
X=530500
X=531000
X=531500
X=532000
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
CBL
ECL
205'
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
NOTES:
T
H S
T
SEMINOLE RD.
N O
R T
H E
R N L
IM
IT
A
T
C B
L S
T A
F
T B
E R
M T
R A
N S
IT
IO
N S
T A
C B
L o n
230'
OPTION B
B E
R M T
R A
N S
IT
IO
N S
T A
C B
L
B E
R M T
R A
N S
IT
IO
N S
T A
C B
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-02
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P906
P907
P908 P909
R-37
R-38 R-39
21.1 20.8
20.8
20.7 20.5 20.4
20.4
20.2
20.1 20.0
19.9
19.7 19.6
19.4 19.3
19.2 18.9 18.8
18.7
18.5 18.5
18.3
18.1 18.1
17.9
17.7 17.5
17.4
17.3 17.1 17.0
16.9 16.6 16.5
16.1
16.0
15.9
15.7 15.5
15.3
15.2
15.0 14.8
14.6
14.5 14.5
14.1
14.1 13.9
13.6
13.6 13.5
13.2 13.1
13.0
12.712.5 12.4
12.3
12.1
11.8 11.8
11.7
11.5
11.2 11.0 10.8
10.6 10.6 10.4
10.410.3 10.2
9.8
9.7
9.6 9.3
9.3
9.1 9.0 8.9
8.9
8.8
8.8
8.8
8.8
8.7
8.7 8.7
8.6
8.6
8.5
8.4
8.3
8.3
8.3
8.2
8.2
8.2
8.0
8.0
8.0
7.9
7.9 7.9
7.8
7.8
7.8
7.6
7.5
7.5
7.4
7.4
7.4
7.4
7.4 7.2
7.1
7.1
7.0
6.9
6.9
6.7
6.15.8 4.7
4.5 4.5
4.1 4.1
3.8 3.4
3.43.3 2.9
2.82.7 2.5 2.42.4 1.9
1.8
1.6 1.2
1.10.8 0.6
0.30.2 +0.1
+0.4 +0.5 +0.8
+1.3 +1.6 +1.6
+2.6 +2.7+2.7
+3.1 +3.3
+3.5 +3.7
+3.7
+3.7
+4.1 +4.2
+4.5+4.7 +5.3
+5.4 +5.8 +6.2
+6.7
+7.2
+7.2 +7.3
+7.6
+8.6
+8.6
+8.8+9.3
+9.8
+9.8
+9.8
+9.9 +10.0
+10.1
+10.4
+10.6
+10.6
+11.0
+11.1
+11.6
+12.1
+12.6
+13.2
+13.2
+13.9+14.4
+14.4
+14.5
+14.5
+17.5
+17.9
+18.1
+18.1
+18.3
+18.4
+18.6
+19.5
+19.8 +20.6
R -3
T
O R -3
C-02
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L
N
M A
T C
H L
IN
E S
T A
C B
L
M A
T C
H L
IN
E S
T A . 4
(C
B L
X=530500
X=531000
X=531500
X=532000
Y
Y
Y
Y
Y
Y o n
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
CBL
ECL
185'
SEMINOLE RD.
C A
M P
G R
O U
N D D
R o n
DUNE CREST HEIGHT.
2. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
1. SEE SECTION 015002 PARAGRAPH "WORK AND ACCESS AREA".
NOTES:
T
H S
T
(SEE NOTE 1)
ACCESS AREA
35TH ST STAGING/
CONTRACTOR WORK AREA
ACCESS LANE SOUTH OF
5 FOOT WIDE PEDESTRIAN
OPTION B
163'
B E
R M T
R A
N S
IT
IO
N S
T A
C B
L
B E
R M T
R A
N S
IT
IO
N S
T A
C B
L
230'
STA 40+500 (CBL)
END OF DUNE
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-03
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P902
P904
R-40 R-41
R-42
20.6 20.6
20.4
20.2
20.1
20.1 20.0
19.6
19.6
19.4
19.1
19.1
18.618.4
18.4 18.2
18.118.0
17.9
17.817.6 17.6
17.6
17.6 17.4 17.3
17.3
17.0
16.9
16.6
16.4
16.4
16.2
16.0
16.0
15.9
15.6
15.4
15.3
15.0
14.9
14.6 14.4
14.3
14.1 13.9
13.9
13.8
13.7
13.5
13.4
13.3
13.1
13.0 12.7
12.7
12.6
12.6
12.5
12.4
12.3 12.0
12.0
11.8
11.7
11.7
11.7
11.4
11.3
11.2 11.0
10.9
10.8
10.8
10.7
10.7
10.7
10.6
10.5
10.5
10.3
10.2
10.2
10.2
10.0
9.9
9.9
9.8
9.7 9.6
9.6
9.6
9.5
9.5
9.5
9.4 9.4
9.4
9.3
9.3
9.2 9.2
9.2
9.1 9.1
9.1 9.1
9.0
8.9 8.8
8.8
8.8
8.7
8.7
8.6
8.6 8.6
8.5
8.5
8.3
8.3
8.3
8.2
8.1
8.0
8.0
8.0
7.9
7.9
7.8
7.8
7.8
7.7 7.5
7.5
7.3
7.3
7.2
6.8
6.2
5.8
5.3
5.0
4.7
4.4
3.8
3.7
3.6 2.9
2.9
2.8
2.3
2.2
2.1
1.6
1.5
1.3
1.2
1.1
1.1
0.7
0.7
0.7
0.5
0.4
0.4
0.2
0.1 0.1
0.0
+0.1
+0.4
+0.4
+0.5
+0.7
+0.8
+0.9
+1.0
+1.1
+1.3
+1.3
+1.4
+1.6
+2.0
+2.1
+2.2
+2.5
+2.6
+2.8
+3.0
+3.3
+3.7
+3.9
+3.9
+4.4
+4.8
+5.0
+5.0 +5.6
+6.0
+6.2 +7.5
+8.2
+8.2 +8.3
+8.8
+9.0
+9.2
+9.2
+9.3
+9.7
+9.7
+9.8
+10.1
+10.2
+10.2
+10.3
+10.5
+10.7 +10.8
+10.9
+11.3
+12.1
+12.8
+12.9
+13.0
+13.4
+18.6
R -4
T
O R -4
C-03
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L
N
M A
T C
H L
IN
E S
T A . 4
(C
B L
M A
T C
H L
IN
E S
T A . 4
(C
B L
NOTES:
CBL
ECL
o n
185'
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
SEMINOLE RD.
O C
E A
N S
ID
E D
R
N
IC
O L E L
N
162'
157'163'
157'
185'
OPTION B
E N
D B
A S
E S
T A
C B
L
OPTION B EXERCISED
BERM TRANSITION IF
E N
D B
E R
M T
R A
N S
IT
IO
N T
O O
P T
IO
B
T
A
C B
L
SCHEDULE
BASE
157'
F
IL
L S
T O
P S H
E R
E I F O
P T
IO
N B N
O T E
X E
R C
IS
E D
B E
G
IN
B
E R
M T
R A
N S
IT
IO
N T
O O
P T
IO
N B O
R
T R
A N
S
IT
IO
N T
O E
N D O
F B
A S
E S
T A
C B
L
SEE SHEET G-03
(180277) R-31 TO R-39
(18-073) R-40 TO R-80
SURVEY BOUNDARY LINE
43+150 (CBL)
AT STA
WORK ENDS
DUNE BASE
OPTION B IS NOT EXERCISED
BERM TRANSITION IF
P A
Y M
E N
T B
O U
N D
A R
Y L
IN
E S
E E N
O T
E
OPTION B AND SOUTH OF THE LINE PAID UNDER THE BASE.
2. IF OPTION B IS EXERCISED, NORTH OF LINE SHALL BE PAID UNDER
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-04
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P899
0 4 0 4
R-43
R-44
23.8 23.7
23.3
23.1
22.8 22.7
22.4
22.4
22.1
21.9
21.7
21.5
21.3
21.3
21.0
20.9
20.8 20.5
20.4
20.2
20.0
19.7
19.4
19.2
19.1
18.9 18.8
18.5
18.4
18.4
17.7
17.7
17.5
17.2
17.0 16.7 16.4
16.3
16.3
16.0 15.9
15.9 15.8
15.6
15.3
14.8
14.5
14.1
13.7
13.7 13.6
13.4
13.3 13.0
12.9
12.7
12.6
11.7
11.5
11.4
11.4
11.2
11.1 10.8
10.6
10.5
10.4
10.4
10.3
10.2
10.2
10.1
10.1
10.1
10.0
10.0
9.8
9.8
9.7
9.7
9.7 9.6
9.4
9.3
9.2
9.2
9.2
9.1
9.1
9.0
9.0
8.8
8.7
8.6
8.6
8.5
8.4
8.4
8.3
8.2
8.0
8.0
7.9 7.9
7.8
7.8
7.6
5.9
5.5
4.8
4.6
4.1
3.8
3.2
3.1 2.4
2.1
1.7
1.4
1.3 1.0 0.8
0.7
0.5
0.4
0.3
0.1
0.0 +0.0
+0.1
+0.3
+0.6
+0.9
+1.1
+1.2
+1.5
+1.6
+1.9
+2.0
+2.3
+2.5
+3.0
+3.0
+3.5
+3.5
+4.2
+4.4
+5.0
+5.8
+7.8
+7.8
+7.8
+7.8 +8.3
+8.5
+9.0
+9.4
+9.5
+11.6
+11.9
+12.2
+12.3
+13.0
+13.3
+13.3
+16.7
A T L A N T I C O C E A N
ECL
CBL
ATLANTIC BEACH
BEACH AVE.
o n
M A
T C
H L
IN
E S
T A . 4
(C
B L
T
H S
T R
E
N
R -4
T
O R -4
C-04
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=530500
X=531000
X=531500
X=532000
Y
Y
Y
Y
Y
Y
162'
NOTES:
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +7.2 FT
BERM CREST
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
M A
T C
H L
IN
E S
T A . 4
(C
B L
BASE SCHEDULE
162' 123'
132'157'
132'
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-05
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P895
P893
P889
P888
0 4 0 4
0 4
R-45
R-46
R-47
3.0
2.3
1.9
1.6
1.5
1.5
1.2
0.8
0.3
+0.1
+0.6
+1.1
+1.7+1.8
+2.7
+4.1
+5.6
+7.0
+8.4
+9.0
+10.5
+11.4
+11.6+12.1 +13.6
+14.3
+16.9
26.3
26.1 26.1
25.7
25.4 25.3
25.0
24.8
24.5
24.5
24.2
24.1 24.0
23.9
23.6
23.5
23.4
23.4
23.2
23.2
23.1
23.1
23.0
22.9
22.9 22.8
22.7 22.2
22.2
22.0
22.0
21.9
21.9
21.8
21.5
21.5
21.3 21.2
21.1
21.1
20.6
20.6
20.5
20.1
20.0
19.9
19.8
19.8
19.6 19.5
19.5
19.5
19.1
19.1
19.1
18.9 18.4
18.3
18.2
18.0
17.9
17.9
17.6
17.5
17.4
17.3 17.2
17.0
16.8
16.7
16.5
16.4 16.1
16.1
16.0
15.9
15.7
15.6
15.5
15.2
14.9
14.7
14.7
14.7
14.3
14.3
13.9
13.9
13.9 13.9
13.6
13.6
13.3
13.3
13.3 13.0
12.9
12.8
12.8
12.7
12.5 12.1
12.0
12.0
11.8
11.8
11.7
11.5
11.4
11.3
11.3
11.1
11.1
11.0
10.9
10.8
10.8
10.8
10.6
10.6
10.6
10.5
10.4
10.3
10.3
10.3
10.2
10.2
10.1
10.1
10.1
10.1
10.0
9.9
9.9
9.9
9.8
9.8
9.8
9.7
9.7
9.6
9.5
9.4
9.4
9.4
9.3
9.2 9.2
9.2
9.2
9.1
9.1
9.0
8.9
8.9
8.8
8.8
8.8
8.4
8.4
8.2
8.2
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.9
7.7
7.6
7.5
7.5
7.4
7.4
7.2
7.1
6.9
6.2
5.9
5.5
4.7
4.6
3.9
3.6
3.0 2.6
2.3
2.0
1.9
1.3
1.2 0.5
0.4
0.2 0.1
+0.0
+0.1
+0.2
+0.3 +0.7
+0.8 +1.1
+1.2
+1.4
+1.7
+1.9
+2.2
+2.3 +2.9
+3.0
+3.3
+3.7
+3.9
+4.5
+4.6
+5.8
+6.5
+10.3 +10.6
+11.3
+11.7
+12.1
+12.3
+12.6 +13.3
+13.6
+14.1
+14.2
+14.4
+14.9
$16.1
M A
T C
H L
IN
E S
T A . 4
(C
B L
A T L A N T I C O C E A N
ECL
CBL ATLANTIC BEACH
BEACH AVE.
BEACH AVE.
C O
R A
L S
T o n
CBL
ECL
AREA (SEE NOTE 1)
15TH ST ACCESS
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
M A
T C
H L
IN
E S
T A . 4
(C
B L
-4
T
O R -4
C-05
D C
B R
-C
N p ln .d
IV
IL
B E
A C
H F
IL
L P
L A
N
X=531000
X=531500
X=532000
X=532500
Y
Y
Y
Y
Y
Y
NOTES:
99'
99' 94'
DUNE CREST HEIGHT.
2. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
1. SEE SECTION 015002 PARAGRAPH "WORK AND ACCESS AREA".
110' 115'
115' 123'
162'
B E
R M T
R A
N S
IT
IO
N S
T A
C B
L
BASE SCHEDULE
110'
B E
R M T
R A
N S
IT
IO
N S
T A
C B
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-06
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P887
P886
P885
P884
0 4
0 4
0 5
R-48
R-49
26.3
25.9
25.9 25.7
25.7
25.5
25.4
25.4 24.9
24.7
24.6
24.4
24.2 24.1 24.0
23.8
23.7
23.6
23.6
23.1
22.9
22.6
22.6 22.4 22.3
22.0
21.8
21.6 21.2
21.2 20.9
20.7
20.5
20.1
19.8
19.6
19.4
19.1 19.0
18.9 18.8
18.5
18.5
18.2 18.0
17.9 17.5
17.2
16.9
16.8 16.6
16.5
16.3
16.1 15.7
15.6
15.6
15.0
14.9
14.8 14.6
14.4 14.0
14.0
13.8
13.6
13.4
12.9
12.8 12.6
12.6
12.2
12.1 11.6
11.6
11.5
11.2
10.7
10.7
10.6
10.6
10.6
10.6
10.5
10.4
10.4
10.3
10.2
10.2
10.1
10.0
10.0
10.0
9.9
9.8
9.8
9.8
9.6 9.6
9.4
9.4
9.4
9.0
8.9
8.8
8.8
8.6
8.6
8.5
8.5
8.3
8.3
8.2
8.1
8.1
7.9
7.9 7.7
7.5
7.5
7.4
6.8
5.9
5.8
5.0
4.8
4.0
3.9 3.0
3.0
2.6
2.4
2.1
1.8
1.5
0.8
0.8
0.7
0.3
0.1
+0.1
+0.1
+0.3
+0.3
+0.3
+0.5
+0.6 +0.8
+1.0
+1.4
+1.5
+1.9
+1.9 +2.4
+2.7
+2.8
+3.8
+3.8
+4.3 +4.6
+4.7
+5.0 +5.7
+5.8
+9.6
+10.8
+11.4 +11.7
+12.0
+12.2
+12.6
+13.0
+13.2
+14.3
+15.0
BEACH AVE.
A T L A N T I C O C E A N
ATLANTIC BEACH
BEACH AVE.
C L
U B D
R
ECL & CBL
T
H S
T
T
H S
T
M A
T C
H L
IN
E S
T A . 5
(C
B L
M A
T C
H L
IN
E S
T A . 4
(C
B L o n o n
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
-4
T
O R -4
C-06
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=531000
X=531500
X=532000
X=532500
Y
Y
Y
Y
Y
Y
NOTES:
94' 77'
110'
(SEE NOTE 2)
VEHICLE ACCESS
STRUCTURE.
2. CONTRACTOR SHALL MAINTAIN A VEHICLE ACCESS LANE UNDER
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
BASE SCHEDULE
110' 77'
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
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%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P881
P879
P878
R-50
R-51
R-52
28.1 27.4 27.3
26.5 26.4
26.3
26.0
25.9 25.7
25.7
25.6 25.6
25.5
25.0 24.8
24.7
24.7
24.7
24.4
24.3
24.3
24.2 24.1
24.0
24.0
23.8
23.7 23.3
23.3
23.2 22.9
22.9
22.8
22.8
22.8
22.6
22.5
22.2
22.1
22.1
22.0
21.9
21.8
21.8
21.7
21.4
21.2
20.9
20.9
20.8
20.5
20.2
20.2
20.2 20.1
20.1
19.9
19.6
19.5
19.1
19.0
18.6
18.5 18.4
18.4
18.2 18.1
18.1
18.0
17.7
17.3
17.3
17.3
17.1
17.0
16.9
16.5
16.5
16.3
16.1
15.9
15.6
15.4
15.4
15.3
15.2
15.2
15.1
15.0
14.8
14.7 14.5
14.4
14.1
14.0
14.0 13.7
13.7
13.6
13.5
13.4
13.3
13.2
13.1
13.1
12.6
12.6
12.4
12.3
12.2
11.9
11.9
11.9 11.7
11.7
11.6
11.4
11.2
11.1
10.9
10.8
10.8
10.7
10.7
10.7
10.7
10.5
10.5
10.5
10.4
10.4
10.3
10.3
10.3
10.2
10.2
10.2
10.2
10.1
10.0
10.010.0
9.8
9.8
9.7
9.6
9.6
9.5
9.5
9.5
9.3
9.3
9.3
9.2
9.1
9.0
8.9
8.8 8.8
8.8
8.7 8.7
8.7
8.4
8.4
8.2
8.2
8.1
8.1
8.1
8.1
8.0
8.0 7.9
7.8
7.8
7.6
7.6
7.0
7.0
6.0
5.6
5.5 4.9
4.8
4.6
3.9
3.9
3.5
3.4
2.8
2.8
2.7
2.1
2.0
1.9
1.5
1.2
1.2
0.8
0.8
0.6
0.6
0.4
0.4
0.3
0.2 0.0
0.0
0.0
+0.3
+0.3
+0.6
+0.6
+0.8
+0.8
+0.9
+0.9
+1.1
+1.2
+1.6
+1.6
+1.6
+2.1
+2.2
+2.2
+2.4
+2.6
+2.8
+2.8
+3.1
+3.2
+3.5
+3.8
+4.1
+4.5
+4.8
+4.9
+5.6
+5.6
+7.0
+9.5
+9.5
+9.9
+10.2 +11.1
+11.2
+11.6 +12.0
+12.1
+12.3
+12.3
+13.4
+13.8
+14.1
M A
T C
H L
IN
E S
T A . 5
(C
B L
M A
T C
H L
IN
E S
T A . 5
(C
B L
BEACH AVE.
CBL
ECL
A T L A N T I C O C E A N
ATLANTIC BEACH
T
H S
T o n o n
7TH ST. ACCESS AREA (SEE NOTE 1)
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
-5
T
O R -5
C-07
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=531500
X=532000
X=532500
X=533000
Y
Y
Y
Y
Y
Y
NOTES:
77' 89'
110'
89' 101'
DUNE CREST HEIGHT.
2. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
1. SEE SECTION 015002 PARAGRAPH "WORK AND ACCESS AREA".
BASE SCHEDULE
165'
B E
R M T
R A
N S
IT
IO
N S
T A
C B
L
B E
R M T
R A
N S
IT
IO
N S
T A
C B
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-08
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P875
P873
0 5 0 5
R-53
R-54
R-55
27.9
27.5
27.3
26.9
26.6
26.4
25.4
25.4
24.8
24.6
24.5 24.3
24.0
23.8
23.8
23.1
22.9
22.7
22.6
22.5
22.3
22.2
22.2
22.1
22.0
21.6
21.4
21.2
21.2
20.9
20.9
20.8 20.4 20.4
20.3
20.3
20.2
19.8
19.6
19.5 19.3
19.2
19.2
18.9
18.9
18.6
18.6
18.3
18.2
18.1
18.0
17.9
17.9
17.7
17.4
17.4
17.3
16.8
16.7
16.5
16.5
16.2
16.1
16.0
16.0
15.9
15.8
15.6
15.6
15.5
15.4
15.0
14.9
14.9
14.9 14.6
14.5
14.3 14.3
14.2
14.1
14.1
13.8
13.7
13.4
13.4
13.2
13.2
12.9
12.9
12.7
12.6
12.6
12.4
12.2
12.0
12.0
11.7
11.7
11.6
11.5
11.4
11.4
11.4
11.2
11.1
11.1
11.0 11.0
10.9
10.8
10.8
10.6
10.6
10.5
10.5
10.4
10.4 10.3
10.3
10.3
10.2
10.2
10.2
10.1
10.0
10.0
10.0
9.9
9.9
9.9
9.8
9.8
9.7
9.7
9.6
9.6
9.6
9.6
9.6
9.6
9.5
9.5
9.4
9.4
9.2 9.2
9.1
9.1
9.0
9.0
8.9
8.9
8.9 8.8
8.7 8.7
8.5
8.5
8.4
8.3
7.4
7.2
6.6
6.2
6.0
5.6
5.4
5.0
4.9
4.7
4.4
4.4 4.3
4.2
4.2
4.1
4.0
3.9
3.8
3.7
3.6
3.5
3.5
3.4
3.3
3.2
3.1
2.6
2.5
2.1
2.0
2.0
1.4
1.2
1.1
0.9
0.6
0.3
0.2
+0.1
+0.4
+0.5
+0.5
+0.7
+1.0
+1.1
+1.1
+1.6
+1.7
+1.8 +2.1
+2.2
+2.6
+2.6
+2.7
+3.2
+3.4
+3.6
+4.0
+4.5
+4.7
+4.9
+5.4
+5.4
+6.0 +6.3
+6.3
+6.6
+7.8
+7.9
+9.2
+9.3
+9.8
+9.9
+10.1 +10.2
+10.8
+10.9
+11.1
+11.3
+12.0
+12.1
+12.3
+12.6
+12.8
+12.9
+13.0
+13.3
+13.6
+13.8
+14.0
+14.3
+14.5
+14.7
+14.9
+15.0
+15.3
+15.4
+15.5
+15.7
+15.7
+15.7
+15.7
+15.8
+15.8
+15.9
+16.0
+16.1
+16.8
+17.4
M A
T C
H L
IN
E S
T A . 5
(C
B L
NEPTUNE BEACH
A T L A N T I C O C E A N
CBL
ECL
M A
T C
H L
IN
E S
T A . 5
(C
B L
MIDWAY ST.
O R
A N
G E S
T o n o n
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
CBL
(NAVD88)
ELEV. +8.2 FT
SEAWARD TOE OF DUNE
FIELD DETERMINED
(NO DUNE FILL)
BEACH ACCESS
(SEE NOTE 1)
ACCESS AREA
ATLANTIC BLVD.
-5
T
O R -5
C-08
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=531500
X=532000
X=532500
X=533000
Y
Y
Y
Y
Y
Y
NOTES:
192'
126'
BASE SCHEDULE OPTION A
E N
D B
A S
E S
T A
C B
L
F
IL
L S
T O
P S H
E R
E I F O
P T
IO
N A N
O T E
X E
R C
IS
E D
E N
D B
E R
M T
R A
N
IS
IT
IO
N T
O O
P T
IO
N A
S T
A
C B
L
S T
A
C B
L
B E
G
IN
B
E R
M T
R A
N
IS
IT
IO
N T
O O
P T
IO
N A
OPTION A EXERCISED
BERM TRANSITION IF
P A
Y M
E N
T B
O U
N D
A R
Y L
IN
E S
E E N
O T
E
UNDER THE BASE, AND SOUTH OF LINE PAID UNDER OPTION A.
3. IF OPTION A IS EXERCISED, NORTH OF LINE SHALL BE PAID FOR
DUNE CREST HEIGHT.
2. SEE DRAWING C-18 FOR DUNE WIDTH TRANSITION STATIONING AND
1. SEE SECTION 015002 PARAGRAPH "WORK AND ACCESS AREA".
165'
54+150 (CBL)
AT STA
WORK ENDS
DUNE BASE
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-09
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P871
P869
P867
P866
R-56
R-57
24.8 24.6
24.5
24.2
24.1
23.8 23.5
23.5 23.1 22.8
22.7
22.6
22.3
22.3
22.2 21.9
21.8 21.6
21.4
20.9 20.7
20.5 20.1
20.0 19.7
19.6
19.3
19.1 18.8
18.7 18.4
18.3
18.0
17.4
17.4
17.0
16.9
16.8 16.7
16.6
16.3
15.8
15.8
15.6
15.4
14.7
14.7
14.7
14.5
14.5
14.5
14.4
13.9
13.6 13.4
13.2
13.1
13.0 12.7
12.6
12.6
12.5
12.4
11.9
11.7
11.7
11.3 11.2
10.7
10.7
10.7
10.6
10.4
10.3
10.3
10.3
10.2
10.2
10.2 10.0
10.0
10.0
9.9
9.9 9.9
9.9
9.9
9.8
9.8
9.8
9.7 9.7
9.7
9.6
9.6 9.6
9.6
9.6
9.4 9.1
9.0
8.7
8.3 7.7
7.5
7.0
6.8
6.5 5.8 5.5
5.3
5.0
4.7
4.7
4.3
4.0 3.7
3.5
3.3
3.1
3.0
2.8
2.5 2.4
2.4
2.3
1.9
1.6
1.5
1.4
1.2
1.2 1.0 0.8
0.6
0.6 0.1
0.1
+0.3
+0.4 +0.8
+0.9
+1.3
+1.7
+2.2
+2.4
+3.1
+3.2
+4.8
+5.2
+5.3 +5.7
+6.1
+6.2
+6.2 +7.2 +9.1
+9.6
+9.8
+9.9
+10.0
+10.3
+10.7
+10.7
+10.7
+12.0
+12.7
+12.9 +13.9
+13.9
+14.0
+14.8
+15.7
+16.1 +16.2
M A
T C
H L
IN
E S
T A . 5
(C
B L
M A
T C
H L
IN
E S
T A . 5
(C
B L
ECL & CBL
A T L A N T I C O C E A N
B A
Y S
T
1ST ST.
STRAND ST.
F L
O R
ID
A B
L V
D
D A
V
IS
S
T
NEPTUNE BEACH
o n o n
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
-5
T
O R -5
C-09
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=532000
X=532500
X=533000
X=533500
Y
Y
Y
Y
Y
Y
NOTES:
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
192' 126'
116'
OPTION A
E N
D B
E R
M T
R A
N S
IT
IO
N T
O O
P T
IO
A
C B
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
/2
/2
F
IL
E N
A M
E
D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-10
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P863
P862
P861
P860
R-58
R-59
R-60
27.9 27.7 26.8 26.4
26.4 26.3
26.2 26.2
25.6
25.4
25.1
24.8
24.8
24.7
24.6
24.3
24.2 24.0
23.9
23.9
23.6 23.5
23.4
23.0
22.9 22.8
22.6
22.6 22.5
22.0
21.9
21.7
21.5
21.4
21.3
21.2
21.2
20.9
20.8
20.4
20.4
20.3
20.3
20.1
20.1 19.8
19.5
19.4
19.4 19.2
18.9
18.8
18.5
18.4
18.2 18.1
18.0
17.8
17.6
17.4
17.3 17.2
17.1
16.8
16.5
16.4
16.3
16.3
16.1
16.0
15.9 15.6
15.2
15.2
14.9
14.9
14.9
14.8
14.7
14.6
14.3
14.3
13.9
13.9
13.7
13.5
13.1
13.1
13.0
13.0
12.9
12.9
12.6
12.4
12.1
12.1
11.9
11.8
11.7
11.6
11.5
11.4
11.2 11.2
11.2
10.9
10.9
10.8
10.7
10.7
10.6
10.6
10.5 10.5
10.3
10.3
10.2
10.1
10.0
9.9 9.9
9.9
9.9
9.9
9.9
9.9
9.8
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5 9.5
9.5
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.2
9.1 9.1
9.1
9.1
9.0 8.8 8.4
8.3
8.3 7.4
7.2
6.8
6.8
6.4
6.0
5.6
5.6
5.3
4.8
4.7
4.6
4.4
4.3
4.3
4.0
4.0
3.7
3.7
3.6
3.6
3.3
3.1
3.0
2.9
2.8
2.7 2.7
2.6
2.4
2.4
2.3 2.0
1.8
1.7
1.6
1.6
1.5
1.5
1.3
1.3 0.9
0.7
0.5
0.4
0.2
+0.0
+0.1
+0.4
+0.5
+0.5
+0.6
+0.9
+1.3
+1.4
+1.5
+2.0
+2.0 +2.6
+2.9
+3.0
+3.9
+4.7
+5.2
+5.3
+5.8 +6.0
+6.2
+6.3
+6.5
+6.6 +6.7
+7.6
+8.2
+8.6
+10.2
+10.2
+10.3
+10.9
+10.9
+11.3
+11.3
+11.4
+11.6
+11.6
+11.6
+11.9
+12.1
+12.6 +12.6
+12.8
+12.9
+13.0
+13.0
+13.6
+13.8
+14.1 +14.4
+14.9
+15.0
+16.0
+16.1 +17.0
WITHIN 200 FEET OF EXISTING CABLE LOCATION. MIN.
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING BEACH OR SEABED.
400 FOOT WIDE FIBER OPTIC CABLE BUFFER.
AMX (AMERICAN MOBILE) FIBER OPTIC CABLE
AT&T FIBER OPTIC CABLE
WITHIN 200 FEET OF EXISTING CABLE LOCATION. MIN.
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING BEACH OR SEABED.
400 FOOT WIDE FIBER OPTIC CABLE BUFFER.
Y=2171583
X=532841
M A
T C
H L
IN
E S
T A . 6
(C
B L
M A
T C
H L
IN
E S
T A . 5
(C
B L
NEPTUNE BEACH
A T L A N T I C O C E A N
ECL & CBL
STRAND ST. 1ST ST.
S E
A G
A T
E A
V E
T
H A
V E
N o n o n
ACCESS AREA (SEE NOTE 1)
SEAGATE AVE.
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
-5
T
O R -6
C-10
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=532000
X=532500
X=533000
X=533500
Y
Y
Y
Y
Y
Y
NOTES:
116' 100'
165'
Y=2171583
X=532841
OPTION A
(SEE GENERAL NOTE 7)
FIELD DETERMINED
(NO DUNE FILL)
STORMWATER OUTFALL (TYP)
BASE SCHEDULE
E N
D B
A S
E S
T A
C B
L
F
IL
L S
T O
P S H
E R
E I F O
P T
IO
N A N
O T E
X E
R C
IS
E D
B E
G
IN
B
E R
M T
R A
N S
IT
IO
N T
O O
P T
IO
N A
A N
S
IT
IO
N T
O E
N D O
F B
A S
E S
T A
C B
L
OPTION A EXERCISED
BERM TRANSITION IF
OPTION A IS NOT EXERCISED
BERM TRANSITION IF
P A
Y M
E N
T B
O U
N D
A R
Y L
IN
E S
E E N
O T
E
OPTION A, AND SOUTH OF LINE PAID UNDER THE BASE.
3. IF OPTION A IS EXERCISED, NORTH OF LINE SHALL BE PAID UNDER
DUNE CREST HEIGHT.
2. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
1. SEE SECTION 015002 PARAGRAPH "WORK AND ACCESS AREA".
165'
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING BEACH OR SEABED.
CULTURAL RESOURCE POINT (300'X300')
58+350 (CBL)
AT STA
WORK ENDS
DUNE BASE
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
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IN
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R S
/2
/2
F
IL
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D R
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IN
G D
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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-11
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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
S H
O R
E P
R O
T E
C T
IO
N P
R O J E
C T
D U
V A
L C
O U
N T
Y F
L
B E
A C
H R
E N
O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
R-62
R-61
28.0 27.9
27.3 27.0
26.6
26.6
26.5 26.2 26.2 26.1
25.9
25.9
25.8
25.3
25.1
24.9 24.7
23.9
23.8
23.4
23.3
23.2
23.2
23.0
22.9
22.6
22.4
22.4 22.4
22.3
22.1
21.9
21.9
21.8 21.8
21.1
21.0
20.7
20.7
20.7 20.4
20.2
20.2 20.0
19.6
19.5
19.5
19.5
19.3
19.2
19.2
19.1
18.9 18.8
18.6
18.4 18.1
17.7
17.6
17.6
17.6
17.3
17.2
17.0
16.9 16.9
16.7 16.5
16.5 16.4
16.2
16.1
16.1 15.4
15.3
15.3
15.1
15.0
15.0
14.9
14.8
14.8
14.7
14.4
14.3
14.2
14.2
14.0
13.9
13.5
13.5
13.4
13.2
13.2
13.2
12.9
12.8
12.8 12.8
12.5
12.1 12.0
11.8
11.8
11.8
11.6
11.6
11.2
11.2
11.2
11.1
11.1
11.0
10.9
10.9
10.8
10.7
10.6
10.6
10.5
10.4
10.3
10.2
10.2
10.2
10.1 10.1
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.6
9.6
9.6
9.6
9.5
9.5
9.4
9.4
9.4
9.3
9.3
9.3 9.3
9.3
9.0 8.9
8.6
8.3 7.3
7.0
5.9
5.8
5.2
5.1
4.6
4.5 4.2
4.1
3.9
3.9
3.7
3.5
3.4
3.1
3.1 2.6
2.3
1.6
1.5
1.2
1.1
0.9
0.9
0.9
0.7
0.6
0.3
+0.0
+0.1
+0.7
+0.8
+1.3
+1.4 +2.1
+2.9
+2.9
+4.4
+4.7
+5.0
+5.2
+5.3 +5.5
+6.0
+6.2 +7.3
+7.6+8.3
+8.8
+8.9
+9.6
+9.8
+10.4
+10.7
+10.9
+10.9
+11.4 +14.0 +14.1
+15.5 +15.5
WITHIN 200 FEET OF EXISTING CABLE LOCATION. MIN.
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING BEACH OR SEABED.
400 FOOT WIDE FIBER OPTIC CABLE BUFFER.
AT&T FIBER OPTIC CABLE
M A
T C
H L
IN
E S
T A . 6
(C
B L
M A
T C
H L
IN
E S
T A . 6
(C
B L
A T L A N T I C O C E A N
ECL & CBL
1ST ST. N.
T
H A
V E
N
T
H A
V E
N
JACKSONVILLE BEACH
o n o n
(NAVD88)
ELEV. +7.2 FT
BERM CREST
TOE OF FILL
APPROXIMATE
(NAVD88)
ELEV. +8.2 FT
-6
T
O R -6
C-11
D C
B R
-C
N p ln .d
IL
B E
A C
H F
IL
L P
L A
N
X=532500
X=533000
X=533500
X=534000
Y
Y
Y
Y
Y
Y
NOTES:
DUNE CREST HEIGHT.
1. SEE DRAWING C-21 FOR DUNE WIDTH TRANSITION STATIONING AND
165' 100'
(SEE GENERAL NOTE 7)
FIELD DETERMINED
(NO DUNE FILL)
STORMWATER OUTFALL (TYP)
BASE SCHEDULE
L
IC
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A T
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N N
O
D E
S
IG
N E
D B
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D E
S C
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M A
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S
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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
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
/2
/2
F
IL
E N
A M
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D R
A W
IN
G D
A T
E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Duval Co--113170\Beach Renourishment FY18\070 - Plans\05 Civil\C-12
%STATUS%
W E
P -1
-B -0
M M
M M
M M
M M
M Y
Y
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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L E F
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S H
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R O
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C T
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N P
R O J E
C T
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O U
R
IS
H M
E N
T
.N
J .E .B
H .T .9
P8586
R-64
R-63
R-65
27.7
27.1
27.0
27.0
27.0
26.9 26.9
26.8 26.5
26.1
26.0
25.6 25.6
24.8
24.4
24.4
24.2
24.1 24.1
23.9
23.9
23.6
23.4
23.0
22.9
22.6
22.6
22.4
22.4 22.4
22.3
22.2 22.0
21.9
21.9
21.4
21.4
21.0
20.8
20.7
20.6
20.4
20.3
20.3
20.2
19.9
19.6 19.5
19.3
19.2
19.1
18.9 18.6
18.5
18.5
18.4
18.4
18.1
18.1
18.0
17.8
17.6
17.4
17.4
17.3
17.1
16.6
16.5 16.4
16.2
16.1
15.9
15.7
15.6
15.5 15.4
15.4
15.3
15.2
15.1
15.1
14.9
14.9
14.9
14.7
14.7
14.5
14.4
14.2
14.1
14.1
13.8
13.7
13.5
13.4
13.4
13.3
13.3
13.2
13.2
13.2
13.1
13.1 13.0
13.0
12.9
12.8
12.8 12.6
12.5
12.4
12.4
12.1 11.9
11.8
11.8
11.8
11.5 11.411.3
11.3
11.2
11.1
10.9
10.9
10.8
10.7
10.6
10.6
10.5
10.5
10.4
10.3 10.3
10.3
10.3
10.3
10.2
10.2
10.0 9.8
9.8
9.6
9.5
9.4
9.4
9.4
9.3
9.3 9.3
8.8
8.8
8.5
8.4
8.1 8.1
7.8
7.7
7.4
7.2
6.9
6.7
6.3 6.1
6.0
5.9
5.5
5.5
5.3
5.2
4.9
4.9
4.6
4.6
4.4
4.3
4.1
4.0
3.8
3.7
3.6
3.6
3.5
3.4
3.2
3.0
3.0
2.8
2.6
2.6
2.5
2.5
2.5
2.4
2.2
2.1
2.1
2.0
2.0
1.9
1.6
1.6
1.3
1.0
0.5
0.4
0.1
+0.3
+0.3
+0.7
+0.9
+1.3
+1.3
+1.5 +2.1
+2.1
+2.3
+3.0
+3.1
+3.9
+4.3
+4.5
+5.0 +5.2
+5.6
+5.8
+5.9
+6.2
+6.3
+6.6
+6.8 +7.7
+8.2
+8.3
+8.6
+8.8
+9.0
+9.6
+10.0
+10.2
+10.3
+10.5
+11.0
+11.1
+11.3
+14.1
+14.1
+14.3
+14.7 +16.9
WITHIN 200 FEET OF EXISTING CABLE LOCATION. MIN.
NO TILLING, MOORING, ANCHORING, OR SPUDDING
NO EXCAVATION OF EXISTING…
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