W912HN19B5006.pdf
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- FY20 Tybee Island Beach Renourishment
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- W912HN19B5006
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| File | Type | Posted |
|---|---|---|
| B.01_Bid_Opening_Sign_In_Sheet_19B5006.pdf | ||
| B.01_Abstract_W912HN19B5006.pdf | ||
| A.07_W912HN19B50060002.pdf | ||
| A.07_W912HN19B50060002_Conformed.pdf | ||
| Alt_TybeeBorrow-7aug2018.xyz | XYZ file | |
| amd1.pdf | ||
| 19B5006_AMD1.pdf | ||
| 19B5006.pdf |
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SCALE IN MILES
1 21
GI002
BORROW AREA
SOUTH
CAROLINA
CHARLESTON
SAVANNAH
JACKSONVILLE
FLORIDA
GEORGIA
VICINITY MAP
TYBEE ISLAND
TYBEE
ISLAND
W
ILM
IN
G T O
N
R
IV
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WHITEMARSH
ISLANDTHUNDERBOLT
OATLAND
ISLAND
M cQ
U E E N S
IS
LA
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ISLANDS
EXPRESSW
AY
U.S. HW
Y.
N O . 8
W I
L M I N
G
TON
ELBA
ISLAND
COCKSPUR I.
ENGINEER
YARD
SAVANNAH
ENGINEER
BUILDING
ISLAND
DAUFUSKIE
ISLAND
TURTLEISLAND
JONES
IS
B
IR
D
7.1 FEET
TIDAL RANGE
15-M
10-M
5-M
5- M
SOUTH
CHANNEL
HTR
N O
C H A N N E L
A
TL
A N
TI
C
NEW
RIVER
LAZARETT
O
CR.
TYBEE C
R
E E
K
R
IV
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T Y
B E E
A tl a n ti c O c e a n
Gulf of Mexico
N.T.S.
OYSTERBED IS.
TYBEE ISLAND
U.S. COAST GUARD STATION
PILOT STATION
SAVANNAH BAR
LAT
S A
O C
A R
T
NI
Y A
W R
ET
A
W N
S O U T H C A R O L I N A
G E O R G I A
LOCATION MAP
NOTE:
PROJECT AREA
FORT PULASKI MOUTH OF SAVANNAH RIVER.
MILE ZERO IS AT STATION 0 000 (VICINITY)
PULASKI
FORT
A
T
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A
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NORTH CAROLINA
ALABAMA
TENNESSEE
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R A
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A N
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29-AUG-2019 08:39
IP_PWP:dms27280\zzqgi002.dgn
8001600 800 1600 2400
SCALE: 1" = 800'
SCALE IN FEET
P O
R J E
C T O
V E
R V
IE
W P
L A
N
GI003
z z q g i0
.d g n
A N
S I
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IP_PWP:dms27280\zzqgi003.dgn
TERMINAL GROIN
SOUTH FEDERAL
BACK RIVER
AERA TNEMHSIRUONER HCAEB TNORF
AREA
RENOURISHMENT
SOUTH TIP
A T L A N T I C O C E A N
T Y B E E I S L A N D
CHATHAM
AVE
T
H S
T
BUTLER AVENUE
VAN HORNE
S T.
U S
H W
Y W
ES
T
G U
L
IC
K S
T
SHEET GI006
ACCESS SEE
CONSTRUCTION
SEE SHEET GI006
ACCESS & STAGING
CONSTRUCTION
R
IV
E R
S A
V A
N N
A H
I N
L E
T T
Y B
E E
GI004 CONTROL PLAN
CB104 - OPTION 5
TERMINAL GROIN
NORTH FEDERAL
CB101C - OPTION 3
CB101B - OPTION 2
CB101A - OPTION 1
CB101 BASE BID - AREA 'A'
CB103 - OPTION 4
CB102 BASE BID - AREA 'B'
CD101 - BORROW AREA
N
AREA
BORROW
P I .8
P I .3
P I .7
P I .4
1200 600 0 600 1200 18000
SCALE: 1" = 600'
SCALE IN FEET
P I .9
PI
+8 1.
P I .9 z z q g i0
.d g n
C O
N T
R O
L P
L A
N
GI004
A N
S I
D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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S
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E
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D B
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G A
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P E A
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IS
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ISSUE FOR CONSTRUCTION
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B
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R k6enxjlh
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IP_PWP:dms27280\zzqgi004.dgn
P I .0
T Y B E E I S L A N D
CHATHAM
AVE
JONES AVENUE
BUTLER AVENUE
th S
T th S
T th S
T th S
T
H
IG
H W
A Y8
W
ES
T
VAN HORNE
S T.
G U
L
IC
K
R D
1065467.05 738635.07
1065943.58 738399.23
738399.231065943.58
1066181.20
1066642.00
1066682.10
1066709.77
1066774.65
1066843.84
1067113.63
1067067.91
1067016.95
1066984.85 732640.24
733299.03
733794.22
734301.81
735160.71
735899.25
736596.42
736952.93
737314.00
737815.78
1066882.50
1066776.11
1066409.28
1066097.66
1065785.94
1065533.77
1065299.61
1065065.50
1064678.26
1064661.51
1064544.61
732102.32
731568.74
730465.09
729574.42
728685.71
727630.15
726871.52
726101.09
725612.18
725603.31
725509.82
X Y PI STATION X Y
POB 0+00.00 738624.23 1066500.48
PI 16+52.33 737018.43 1066889.84
PI 43+74.44 734310.05 1067162.86
PI 60+67.78 732617.88 1067099.86
PI 83+56.92 730359.83 1066723.86
PI 112+98.82 727564.83 1065805.83
PI 135+74.93 725484.09 1064883.24
PI 138+81.94 725265.91 1064667.25
PI 141+57.57 725128.20 1064428.49
PI 145+26.51 725036.20 1064071.20
POE 148+61.06 725061.41 1063737.60
BASELINE STATIONING
CONSTRUCTION
STATIONING COORDINATES
CONSTRUCTION BASELINE
COORDINATES
CONSTRUCTION LIMITS
LIMITS OF FEDERAL PROJECT
Y = 725278.53 X = 1063968.36
MONUMENT
CORPS OF ENGINEERS
PI 1
41+
57.
+00
0+
PI 148+61.06
PI 145+26
.51
N
A T L A N T I C OCEAN
TERMINAL GROIN
NORTH FEDERAL
M.L.L.W. ELEV. = +7.13
BEACH TILLING LIMITS
VARIES ( SEE TABLES)
EDGE OF BERM (SEE TABLES)
OFFSET DISTANCE TO SEAWARD
CONSTRUCTION BASELINE
SCALE: 1" = 500'
500 500 1000 15000
SCALE IN FEET
PI
+8 1.
P I .3 z z q c b .d g n
P I .9
PI
+5 7.
P I .9
P I .7
PI
8+ .06
P I 1
.5
P I .0
A N
S I
D
C H
E C
K E
D B
Y
D R
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N B
Y
IS
S
U E D
A T
E
SHEET ID
F
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E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
S O
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IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
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IP_PWP:dms27280\zzqgi005.dgn
E 1064000
E 1065000
E 1066000
E 1067000
E 1068000
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
E 1063000
N
E 1065000
E 1066000
E 1067000
E 1068000
GI005
O V
E R
A L L P
L A
N
N
B A C K R I V E R
CHATHAM
AVE
th S
T th S t.
BUTLER AVENUE
th S
T
BERM EDGE
OPTION 4
A T L A N T I C O C E A N
C E
N T E
R S
T
T Y B E E I S L A N D
U S
H W
Y W
ES
T
VAN HORNE
S T.
G U
L
IC
K S
T
NOTES:
GROIN
TERMINAL
SOUTH
T Y B
L E T
LEGEND:
LOWER LOW WATER (M.L.L.W.).
4.) ALL ELEVATIONS SHOWN ARE IN FEET AND REFERENCED TO MEAN
SYSTEM, EAST ZONE, NORTH AMERICAN DATUM 1983 (NAD83).
3.) PLANE COORDINATES ARE BASED ON THE GEORGIA STATE PLANE
GREATER DETAIL ON SUBSEQUENT PLAN SHEETS.
2.) SEAWARD BERM EDGES SHOWN IN THE PLAN ABOVE ARE SHOWN IN
OPTIONS.
1.) THIS PLAN SHOWS THE OVERALL LAYOUT FOR THE BASE BID AND
B A
S E B
ID
P
L U
S O
P T
IO
N S
THE CONTRACTING OFFICER
ACCORDING TO DIRECTION FROM
FILLED 100 FEET ON EACH SIDE
TYBEE BEACH PIER AREA TO BE
OPTION 5
OPTION 4
BASE BID AREA 'B'
& OPTIONS 1 - 3
BASE BID AREA 'A'
STATION
OPTION 1 ADD.
BERM WIDTH (FT)
OPTION 2 ADD.
BERM WIDTH (FT)
OPTION 3 ADD.
BERM WIDTH (FT)
105+00 -130 30 20 25
110+00 -177 30 20 25
115+00 -240 30 20 25
120+00 -228 30 20 25
125+00 -216 30 20 25
130+00 -185 31 20 26
135+00 -78 31 20 26
140+00 -63 30 20 25
145+00 -61 30 20 25
EDGE (FT.)
OFFSET TO BERM
OFFSET TABLE
CONSTRUCTION BASELINE
(SEE NOTES)
APPROXIMATE BERM WIDTH TABLE
NOT TO SCALE
BASE BID
OPTION 3
OPTION 1
OPTION 2
EL. +11.2' M.L.L.W.
TOP OF BERM
BASELINE
CONSTRUCTION
TYPICAL BEACH FILL SECTION
P I .8
P I .4
= +11.2 MLLW
EDGE ELEVATION
EXISTING BERM
= +11.2 MLLW
EDGE ELEVATION
EXISTING BERM
= +11.2 MLLW
EDGE ELEVATION
EXISTING BERM
BERM EDGE
OPTION 5
ACCESS
3RD STREET
STAGING AREA
ACCESS AND
SOUTH END
ACCESS
NORTH END
BERM EDGE
AREA 'B'
BASE BID
FOR ELEVATIONS
OPTION 5. SEE SECTIONS
ADVANCED RENOURISHMENT
SECTIONS FOR ELEVATIONS
BASE BID AREA 'B'. SEE
ADVANCED RENOURISHMENT
BASE BID AREA 'A'
BERM EDGE
OPTION 1
BERM EDGE
OPTION 2
BERM EDGE
OPTION 3
BERM EDGE
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
SECTIONS FOR ELEVATIONS
BASE BID AREA 'A'. SEE
ADVANCED RENOURISHMENT
PROFILE
EXISTING BEACH
+00
0+
400 200 200 400 600
SCALE: 1" = 200'
SCALE IN FEET
GI006
SOUTH END STAGING AREA 3RD STREET ACCESS GULICK RD. ACCESS
S T
A G
IN
G A
N D A
C C
E S
S A
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A S
A N
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SHEET ID
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2 3 4 5 6 7 8 9 10
S O
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G A
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P E A
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N
NOTES:
AND BEACH ACCESS
19TH STREET STAGING AREA
TERMINAL GROIN
SOUTH FEDERAL
CHATHAM AVE.
BUTLER AVE.
ATLANTIC OCEAN ATLANTIC OCEAN ATLANTIC OCEAN
BACK RIVER
T Y
B E
E I
N L E
T
BUTLER AVE.
JONES AVE.
3RD ST. ACCESS
VAN HORNE ST.
LIGHTHOUSE
TYBEE ISLAND
T A
Y L
O R S
T
MEDDIN DR.
TERMINAL GROIN
NORTH FEDERAL
OR FAILURE TO BRIDGE.
LOADING DOES NOT CAUSE DAMAGE
TO ENSURE VEHICLE AND MATERIAL
SHALL BE VERIFIED PRIOR TO USE
EXISTING TIMBER BRIDGE CAPACITY
CAUTION:
GULICK RD. BEACH ACCESS
STREET BEACH ACCESS.
EQUIPMENT ACCESS ONLY. NO STAGING IS ALLOWED AT THE 3RD
THE CONTRACTOR MAY USE THE 3RD STREET BEACH ACCESS FOR
3.) IN ADDITION TO THE STAGING AND EQUIPMENT ACCESS AREAS SHOWN,
COMPLETED.
THEIR PRE-CONSTRUCTION CONDITIONS ONCE CONSTRUCTION IS
2.) STAGING AREAS USED BY THE CONTRACTOR SHALL BE RETURNED TO
WITH THE THE CONTRACTING OFFICER OR HIS / HER REPRESENTATIVE.
1.) PRIOR TO USE, ALL STAGING AREA LIMITS SHALL BE COORIDINATED
-17
-16
-1
-1
-1
-12
-12
-12
-12
-11
-11
-11
-1
-1
-11
-1
-9
-9
-9
-9
-9
-9
-9
-9
-9
-15
-15
-1
-10
-10
-1
-1
-1
-10
-10
-1
-10
-1
-10
-1
-1 0-1
-10
-10
-1
-10 -10
-10
-1
-10
-10
600 1200 18006001200
PLAN - SCALE: 1" = 600'
SCALE IN FEET
J
S -A
S -D
S -D
S -E
S -B
S -C
S -C
S -E
300'
A
B
C
D
E
F
G
H
I
ANCHORING LIMITS
ID NORTHING EASTING
OUTSIDE THESE LIMITS
ANCHORING NOT ALLOWED
M
L
K
N
O
P
Q
K
J
I
H
G
F
E
D
C
B
A
Q
P
O
N
M
L
1,070,462.43 726,237.45
724,739.87 1,072,244.88
723,280.45 1,073,981.87
722,709.45 1,074,661.43
719,709.45 1,072,174.43
718,731.45 1,073,251.43
721,848.50 1,075,739.87
724,364.45 1,077,748.43
725,779.00 1,075,976.55
727,194.01 1,074,204.10
728,619.45 1,072,437.43
BORROW AREA
1,070,041.82 726,199.04
1,070,597.72 725,731.97
722,723.87 1,068,129.03
718,293.99 1,073,286.99
724,410.88 1,078,170.30
729,037.58 1,072,395.35
CD101
B O
R R
O W A
R E
A
A V
A
IL
A B L E
,7 ,0 C
Y
A P P R
O X
Z O
N E
A V
A
IL
A B L E
,7 ,0 C
Y
A P P R
O X
Z O
N E
A V
A
IL
A B L E
,0 C
Y
A
P R
O X
Z O
N E
A V
A
IL
A B L E
,0 ,0
P R
O X
Z O
N E
OUTSIDE THESE LIMITS
ANCHORING NOT ALLOWED
Y
X
W
V
U
T
S
R
RESTRICTED NO WORK LIMITS
Y
V
W
X
R
U T
S
719,626.60 1,073,767.80
719,475.19 1,074,021.79
719,646.99 1,074,124.19
719,798.40 1,073,870.20
720,780.46 1,075,080.69
720,766.14 1,075,384.47
720,965.88 1,075,394.80
720,980.19 1,075,091.01
BORROW AREA
NOTES:
300'
N
REMAIN OUTSIDE THE LIMITS OF THESE AREAS.
SHALL ENSURE THAT VESSELS, EQUIPMENT, AND MANPOWER
WORK AREA" SHALL NOT BE DISTURBED. THE CONTRACTOR
9.) AREAS IDENTIFIED ON THE DRAWINGS AS "RESTRICTED NO
8.) DO NOT EXCEED A DEPTH OF -16 MLLW IN THE BORROW AREA.
7.) REFER TO SHEET CD201 FOR BORROW AREA PROFILES.
BORROW AREA LIMITS.
6.) EXCAVATION IS ALLOWED UP TO, BUT NOT OUTSIDE, OF THE
CONDITIONS EXISTING AT THAT TIME.
CAN ONLY BE CONSIDERED AS INDICATING GENERAL
RESULTS OF SURVEYS MADE ON THE DATES INDICATED AND
5.) THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
BY THE CORPS OF ENGINEERS, SURVEYED 7 AUG 2018.
4.) THE CONTOURS SHOWN ARE FROM A HYDROGRAPHIC SURVEY
1983 (NAD83).
PLANE SYSTEM, EAST ZONE, NORTH AMERICAN DATUM OF
3.) PLANE COORDINATES ARE BASED ON THE GEORGIA STATE
SHALL PROCEED TO DREDGE IN ANOTHER ZONE.
DIRECTED BY THE CONTRACTING OFFICER, THE CONTRACTOR
THAT ZONE, TO A DEPTH NOT EXCEEDING -16 MLLW, OR WHEN
DEPLETION OF SUITABLE MATERIAL WITHIN THE LIMITS OF
ZONES AND BEGIN DREDGING IN THAT AREA. UPON
2.) THE CONTRACTOR SHALL SELECT ONE OF THE IDENTIFIED
REFERENCED TO MEAN LOWER LOW WATER (MLLW).
1.) ALL ELEVATIONS SHOWN ARE IN FEET AND TENTHS AND
NO WORK AREAS
RESTRICTED
OUTSIDE THESE LIMITS
ANCHORING NOT ALLOWED
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:38
IP_PWP:dms27280\zzqcd101.dgn
S -B
S -A
ZONE 1 ZONE 2
ZONE 3
ZONE 4
ZONE 4 ZONE 3 ZONE 4
ZONE 4
SECTION HORIZONTAL - SCALE: 1" = 300'
300600 300 600 900
20 10 10 20
SCALE IN FEET
SECTION VERTICAL - SCALE: 1" = 10'
SCALE IN FEET
5+000+00 -20
-15
-10
-5
10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 -20
-15
-10
-5
SECTION S - E
CD201
5+000+00 -20
-15
-10
-5
10+00 15+00 20+00 25+00 30+00 35+00 -20
-15
-10
-5
SECTION S - D
5+000+00 -20
-15
-10
-5
10+00 15+00 20+00 25+00 30+00 35+00 -20
-15
-10
-5
SECTION S - C
5+000+00 -20
-15
-10
-5
10+00 15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 -20
-15
-10
-5
SECTION S - B
5+000+00 -20
-15
-10
-5
10+00 15+00 -20
-15
-10
-5
SECTION S - A
P R
O F
IL
E S
B O
R R
O W A
R E
A
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:39
IP_PWP:dms27280\zzqcd201.dgn
AREA LIMITS
BORROW
AREA LIMITS
BORROW
BOTTOM OF EXCAVATION = -16'
AREA LIMITS
BORROW
BOTTOM OF EXCAVATION = -16'
AREA LIMITS
BORROW
BOTTOM OF EXCAVATION = -16'
AREA LIMITS
BORROW
AREA LIMITS
BORROW
BOTTOM OF EXCAVATION = -16'
AREA LIMITS
BORROW
BOTTOM OF EXCAVATION = -16'
OCEAN FLOOR
EXISTING
OCEAN FLOOR
EXISTING
OCEAN FLOOR
EXISTING
OCEAN FLOOR
EXISTING
OCEAN FLOOR
EXISTING
PI
+8 1.
P I .9
PI
+5 7.
PI
8+ .06
P I 1
.5
-7.0'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4'-6.4'
-6.3' -6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2' -6.2'
-6.2'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-5.9' -5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.8'
-5.8'
-5.8'
-5.8'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.6'
-5.6'
-5.6'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'-5.5'
-5.4'
-5.4'
-5.4' -5.4'-5.4'
-5.3'
-5.3'
-5.3'
-5.2'
-5.2' -5.1' -5.1'
-5.1' -5.1'
-5.0'
-5.0'
-5.0'
-5.0' -4.9' -4.9' -4.9' -4.8'
-4.8'
-4.8'
-4.8'
-4.7'
-4.7'
-4.7'
-4.7'
-4.6'
-4.6'
-4.6'
-4.6' -4.5'
-4.5'
-4.5'
-4.5'
-4.4'
-4.3'
-4.3' -4.3' -4.3'
-4.1'
-4.1'
-4.0'
-3.9'
-3.6' -3.5'
-3.1'
-3.0' -2.8'
-2.7'
-2.6'
-2.4'
-2.4'
-2.3'
-2.2'
-2.0'
-2.0' -1.9'
-1.8'
-1.6'
-1.5'
-1.4'
-1.3'
-1.1' -1.0'
-0.9'
-0.7' -0.6'
-0.5'
-0.3' -0.2'
-0.1' 0.1'
0.2' 0.3'
0.5'
P I .8
0.6'
0.7'
0.9'
1.0'
1.1'
1.2'
1.4'
+00
0+
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
Z = 11.20' E 1,064,704.21
N 725,217.97
B A C K R I V E R
CHATHAM
AVE
th S
T th S
T th S t.
BUTLER AVENUE
A T L A N T I C O C E A N
T Y B E E I S L A N D
NOTES:
GROIN
TERMINAL
SOUTH
CB101
P L
A N L
A Y
O U
T
N
B A
S E B
ID
A
R E
A A
T Y B E E
I N L E T
THE CONTRACTING OFFICER.
ACCORDING TO DIRECTION FROM
FILLED 100 FEET ON EACH SIDE
TYBEE BEACH PIER AREA TO BE
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:35
IP_PWP:dms27280\zzqcb101.dgn
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
SEE SECTIONS FOR ELEVATIONS
ADVANCED RENOURISHMENT
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
BID AREA 'A'
BERM EDGE BASE
ACCESS
STAGING AND
Z = 11.20' E 1,064,076.56
N 724,975.63
E 1064000
E 1065000
E 1066000
N
N
N
N
N
Z = 11.20' E 1,063,750.58
Z = 11.20' E 1,064,933.63
N 725,004.98
N 725,449.71
Z = 11.20' E 1,064,458.29
N 725,067.59
Z = 11.20' E 1,066,212.61
Z = 11.20' E 1,065,947.58
Z = 11.20' E 1,065,345.27
N 726,017.34
N 727,292.18
N 728,434.65
+8 1.
P I .9
PI
+5 7.
PI
8+ .06
P I 1
.5
-7.0'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4'-6.4'
-6.3' -6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2' -6.2'
-6.2'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-5.9' -5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.8'
-5.8'
-5.8'
-5.8'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.6'
-5.6'
-5.6'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'-5.5'
-5.4'
-5.4'
-5.4' -5.4'-5.4'
-5.3'
-5.3'
-5.3'
-5.2'
-5.2' -5.1' -5.1'
-5.1' -5.1'
-5.0'
-5.0'
-5.0'
-5.0' -4.9' -4.9' -4.9' -4.8'
-4.8'
-4.8'
-4.8'
-4.7'
-4.7'
-4.7'
-4.7'
-4.6'
-4.6'
-4.6'
-4.6' -4.5'
-4.5'
-4.5'
-4.5'
-4.4'
-4.3'
-4.3' -4.3' -4.3'
-4.1'
-4.1'
-4.0'
-3.9'
-3.6' -3.5'
-3.1'
-3.0' -2.8'
-2.7'
-2.6'
-2.4'
-2.4'
-2.3'
-2.2'
-2.0'
-2.0' -1.9'
-1.8'
-1.6'
-1.5'
-1.4'
-1.3'
-1.1' -1.0'
-0.9'
-0.7' -0.6'
-0.5'
-0.3' -0.2'
-0.1' 0.1'
0.2' 0.3'
0.5'
P I .8
0.6'
0.7'
0.9'
1.0'
1.1'
1.2'
1.4'
+00
0+
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
B A C K R I V E R
CHATHAM
AVE
th S
T th S
T th S t.
BUTLER AVENUE
A T L A N T I C O C E A N
T Y B E E I S L A N D
NOTES:
GROIN
TERMINAL
SOUTH
P L
A N L
A Y
O U
T
N
O P
T
IO
N A
R E
A A
T Y B E E
I N L E T
THE CONTRACTING OFFICER.
ACCORDING TO DIRECTION FROM
FILLED 100 FEET ON EACH SIDE
TYBEE BEACH PIER AREA TO BE
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
CB101A
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:35
IP_PWP:dms27280\zzqcb101A.dgn
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
BID AREA 'A'
BERM EDGE BASE
OPTION 1
BERM EDGE
ACCESS
STAGING ANDE 1064000
E 1065000
E 1066000
N
N
N
N
N
Elev. 11.20 E 1,063,745.77
Elev. 11.20 E 1,064,076.66
Elev. 11.20 E 1,066,239.74
Elev. 11.20 E 1,065,973.91
N 727,280.72
N 728,426.59
Elev. 11.20 E 1,064,467.78
Elev. 11.20 E 1,064,720.84
Elev. 11.20 E 1,064,954.44
N 725,038.08
N 725,192.82
N 725,428.78
Elev. 11.20 E 1,065,369.07
N 726,000.54
N 724,973.65
N 724,943.86
+8 1.
P I .9
PI
+5 7.
PI
8+ .06
P I 1
.5
-7.0'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4'-6.4'
-6.3' -6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2' -6.2'
-6.2'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-5.9' -5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.8'
-5.8'
-5.8'
-5.8'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.6'
-5.6'
-5.6'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'-5.5'
-5.4'
-5.4'
-5.4' -5.4'-5.4'
-5.3'
-5.3'
-5.3'
-5.2'
-5.2' -5.1' -5.1'
-5.1' -5.1'
-5.0'
-5.0'
-5.0'
-5.0' -4.9' -4.9' -4.9' -4.8'
-4.8'
-4.8'
-4.8'
-4.7'
-4.7'
-4.7'
-4.7'
-4.6'
-4.6'
-4.6'
-4.6' -4.5'
-4.5'
-4.5'
-4.5'
-4.4'
-4.3'
-4.3' -4.3' -4.3'
-4.1'
-4.1'
-4.0'
-3.9'
-3.6' -3.5'
-3.1'
-3.0' -2.8'
-2.7'
-2.6'
-2.4'
-2.4'
-2.3'
-2.2'
-2.0'
-2.0' -1.9'
-1.8'
-1.6'
-1.5'
-1.4'
-1.3'
-1.1' -1.0'
-0.9'
-0.7' -0.6'
-0.5'
-0.3' -0.2'
-0.1' 0.1'
0.2' 0.3'
0.5'
P I .8
0.6'
0.7'
0.9'
1.0'
1.1'
1.2'
1.4'
+00
0+
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:36
IP_PWP:dms27280\zzqcb101B.dgn
B A C K R I V E R
CHATHAM
AVE
th S
T th S
T th S t.
BUTLER AVENUE
A T L A N T I C O C E A N
T Y B E E I S L A N D
NOTES:
GROIN
TERMINAL
SOUTH
P L
A N L
A Y
O U
T
N
O P
T
IO
N A
R E
A A
T Y B E E
I N L E T
THE CONTRACTING OFFICER.
ACCORDING TO DIRECTION FROM
FILLED 100 FEET ON EACH SIDE
TYBEE BEACH PIER AREA TO BE
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
CB101B
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
BID AREA 'A'
BERM EDGE BASE
OPTION 2
BERM EDGE
ACCESS
STAGING ANDE 1064000
E 1065000
E 1066000
N
N
N
N
N
Elev. 11.20 E 1,063,743.97
Elev. 11.20 E 1,064,078.15
Elev. 11.20 E 1,064,475.53
Elev. 11.20 E 1,064,733.35
Elev. 11.20 E 1,064,969.73
Elev. 11.20 E 1,065,386.36
Elev. 11.20 E 1,066,259.25
Elev. 11.20 E 1,065,992.87
N 727,274.05
N 728,422.18
N 725,415.80
N 725,990.31
N 725,019.38
N 725,177.03
N 724,923.64
N 724,953.73
+8 1.
P I .9
PI
+5 7.
PI
8+ .06
P I 1
.5
-7.0'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.8'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4'-6.4'
-6.3' -6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2' -6.2'
-6.2'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-6.0'
-5.9' -5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.9'
-5.8'
-5.8'
-5.8'
-5.8'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.7'
-5.6'
-5.6'
-5.6'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'
-5.5'-5.5'
-5.4'
-5.4'
-5.4' -5.4'-5.4'
-5.3'
-5.3'
-5.3'
-5.2'
-5.2' -5.1' -5.1'
-5.1' -5.1'
-5.0'
-5.0'
-5.0'
-5.0' -4.9' -4.9' -4.9' -4.8'
-4.8'
-4.8'
-4.8'
-4.7'
-4.7'
-4.7'
-4.7'
-4.6'
-4.6'
-4.6'
-4.6' -4.5'
-4.5'
-4.5'
-4.5'
-4.4'
-4.3'
-4.3' -4.3' -4.3'
-4.1'
-4.1'
-4.0'
-3.9'
-3.6' -3.5'
-3.1'
-3.0' -2.8'
-2.7'
-2.6'
-2.4'
-2.4'
-2.3'
-2.2'
-2.0'
-2.0' -1.9'
-1.8'
-1.6'
-1.5'
-1.4'
-1.3'
-1.1' -1.0'
-0.9'
-0.7' -0.6'
-0.5'
-0.3' -0.2'
-0.1' 0.1'
0.2' 0.3'
0.5'
P I .8
0.6'
0.7'
0.9'
1.0'
1.1'
1.2'
1.4'
+00
0+
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
B A C K R I V E R
CHATHAM
AVE
th S
T th S
T th S t.
BUTLER AVENUE
A T L A N T I C O C E A N
T Y B E E I S L A N D
NOTES:
GROIN
TERMINAL
SOUTH
P L
A N L
A Y
O U
T
N
O P
T
IO
N A
R E
A A
T Y B E E
I N L E T
THE CONTRACTING OFFICER.
ACCORDING TO DIRECTION FROM
FILLED 100 FEET ON EACH SIDE
TYBEE BEACH PIER AREA TO BE
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
CB101C
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:36
IP_PWP:dms27280\zzqcb101C.dgn
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
BID AREA 'A'
BERM EDGE BASE
OPTION 3
BERM EDGE
ACCESS
STAGING ANDE 1064000
E 1065000
E 1066000
N
N
N
N
N
Elev. 11.20 E 1,063,741.73
Elev. 11.20 E 1,064,080.00
Elev. 11.20 E 1,064,485.21
Elev. 11.20 E 1,064,748.98
Elev. 11.20 E 1,064,988.84
Elev. 11.20 E 1,065,407.97
Elev. 11.20 E 1,066,283.63
Elev. 11.20 E 1,066,016.59
N 724,995.99
N 725,157.28
N 725,399.57
N 724,898.37
N 725,977.52
N 727,265.71
N 728,416.67
N 724,928.83
.7
-13.4'
-13.4'
-13.4'
-13.3' -13.3'
-13.3'
-13.3' -13.3'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.1'
-13.1'
-13.1'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-12.9'
-12.9'
-12.9'
-12.9'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.7'
-12.7'
-12.7'
-12.7' -12.6'
-12.6'
-12.6'
-12.6'
-12.6'
-12.6'
-12.5'
-12.5'
-12.4'
-12.4'
-12.4'
-12.2'
-12.2'
-12.1'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.8'
-11.8'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.4'
-11.4'
-11.4'
-11.3'
-11.3'
-11.3'
-11.2'
-11.2'
-11.1'
-11.1'
-11.0'
-11.0'
-11.0'
-11.0'
-10.9'
-10.9'
-10.9'
-10.8'
-10.8'
-10.7'
-10.6'
-10.6'
-10.6'
-10.6'
-10.5'
-10.5'
-10.5'
-10.5' -10.4'
-10.4'
-10.3'
-10.3'
-10.3'
-10.2'
-10.2'
-10.2'
-10.2'
-10.2'
-10.1'
-10.1'
-10.1'
-10.1'
-10.0' -10.0' -9.9'
-9.9'
-9.9'
-9.9'
-9.8'
-9.7'
-9.7'
-9.7'
-9.7'
-9.6'
-9.6'
-9.5'
-9.5'
-9.5'
-9.4'
-9.4'
-9.4'
-9.3'
-9.3'
-9.3'
-9.3' -9.3'
-9.3'
-9.2'
-9.2'
-9.1'
-9.1'
-9.1'
-9.1'
-9.0'
-8.9'
-8.9'
-8.8'
-8.8'
-8.8'
-8.7'
-8.6'
-8.5' -8.5'
-8.2'
-8.1'
-8.0'
-8.0'
-7.9' -7.9'
-7.6'
-7.6'
-7.6'
-7.4'
-7.4'
-7.4'
-7.4'
-7.3'
-7.3'
-7.3'
-7.3'
-7.2'
-7.2'
-7.2'
-7.2'
-7.2'
-7.2'
-7.1'
-7.1'
-7.1'
-7.1'
-7.1'
-7.0'
-7.0'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6' -6.6'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-5.9' -5.9'
-5.8'
-5.7'
-5.7'
-5.4'
-5.4'
-5.1'
-5.0'
P I .4
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
NOTES:
P L
A N L
A Y
O U
T
N
B A
S E B
ID
A
R E
A B
A T L A N T I C O C E A N
CB102 AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:37
IP_PWP:dms27280\zzqcb102.dgn
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
BID AREA 'B'
BERM EDGE BASE
Z = 11.20' E 1,067,156.29
N 735,870.24
N
N
N
N
N
N
Z = 11.20' E 1,067,282.05
N 732,283.36
E 1066000
E 1068000
Z = 11.20' E 1,067,355.44
N 732,620.56
Z = 11.20' E 1,067,390.25
N 734,701.91
Elev. 11.20 E 1,067,441.95
Elev. 11.20 E 1,067,446.01
N 734,167.22
N 733,670.62 T
H S
T
BUTLER AVENUE
T Y B E E I S L A N D
H
IG
H W
A Y
S T A
V E
3RD AVENUE
R
D S
T
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
SEE SECTIONS FOR ELEVATIONS
ADVANCED RENOURISHMENT
ACCESS
3RD STREET
E 1067000
.9
P I .7
-9.3'
-9.3'
-9.1'
-8.6'
-8.6'
-8.4'
-8.4'
-8.4'
-8.4'
-8.3'
-8.2'
-8.2'
-8.2'
-8.2'
-8.1'
-8.1'
-8.1'
-8.1'
-8.1'
-8.0'
-8.0'
-8.0'
-7.9'
-7.9'
-7.8'
-7.8'
-7.8'
-7.8' -7.7'
-7.7'
-7.7'
-7.4'
-7.3'
-7.2'
-7.2'
-7.1'
-7.1'
-7.1'
-7.1'
-7.1'
-7.0'
-6.9'
-6.9'
-6.9'
-6.9'
-6.9'
-6.9'
-6.8'
-6.8'
-6.8'
-6.8'
-6.7' -6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.7'
-6.6'
-6.6'
-6.6'
-6.6'-6.6'
-6.6'
-6.6'
-6.6'
-6.6'
-6.6'
-6.6'
-6.6'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.5'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4'
-6.4' -6.4'
-6.4'
-6.4'
-6.4'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.3'
-6.2' -6.2'
-6.2'
-6.2'
-6.2'
-6.2'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.1'
-6.0'
-6.0'
-5.9'
-5.9' -5.9'
-5.9'
-5.8'
-5.7'
-5.7'
-5.7'
-5.4'
-5.4'
-5.2'
-5.1'
-5.0'
-4.7'
-4.0'
-2.0'
P I .8
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
N
N
N
N
N
N
E 1065000
E 1067000
E 1066000
NOTES:
P L
A N L
A Y
O U
T
N
A T L A N T I C O C E A N
CB103
O P
T
IO
N
Z = 11.20' E 1,066,212.61
N 728,434.65
Z = 11.20' E 1,066,639.05
N 729,337.68
Z = 11.20' E 1,066,949.86
N 730,290.75
Z = 11.20' E 1,067,190.58
Z = 11.20' E 1,067,282.05
N 732,283.36
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
N 731,437.28
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:37
IP_PWP:dms27280\zzqcb103.dgn
T
H S
T
BUTLER AVENUE
T Y B E E I S L A N D
3RD AVENUE
T
H S
T
T
H S
T
T
H S
T
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
OPTION 4
BERM EDGE
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
.3
-16.7'
-16.7'
-16.6'
-16.5'
-16.4'
-16.3'
-16.3'
-16.2'
-16.1'
-15.9'
-15.7'
-15.5'
-15.5'
-15.4'
-15.3'
-15.3'
-15.2'
-15.2'
-15.1'
-15.0'
-14.8'
-14.8'
-14.7'
-14.7'
-14.6'
-14.6'
-14.5'
-14.5'
-14.4'
-14.4'
-14.4'
-14.4' -14.4'
-14.4'
-14.4'-14.3'
-14.2'
-14.2'
-14.2'
-14.2'
-14.2'
-14.2'
-14.2'
-14.2'
-14.2'
-14.1'
-14.1'
-14.1'
-14.1'
-14.0'
-14.0'
-14.0'
-14.0'
-14.0'
-14.0'
-14.0'
-14.0'
-14.0'
-13.9'
-13.9'
-13.9'
-13.9'
-13.9'
-13.8'
-13.8'
-13.8' -13.8'
-13.7'
-13.7'
-13.7'
-13.7'
-13.7'
-13.6'
-13.6'
-13.6'
-13.6'
-13.6'
-13.6'
-13.5'
-13.5'
-13.5'
-13.5'
-13.5'
-13.5'-13.5'
-13.5' -13.5'
-13.4'
-13.4'
-13.4'
-13.4'
-13.4'
-13.4'
-13.4'
-13.3'
-13.3'
-13.3'
-13.3'
-13.3'
-13.3' -13.3'
-13.3'
-13.3' -13.3'
-13.3'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.2'
-13.1'
-13.1'
-13.1'
-13.1'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0' -13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-13.0'
-12.9'
-12.9'
-12.9'
-12.9'
-12.9'
-12.9'
-12.9'
-12.9'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.8'
-12.7'
-12.7'
-12.7'
-12.7'
-12.7' -12.6'
-12.6'
-12.6'
-12.6'
-12.6'
-12.6'
-12.5' -12.5'
-12.5'
-12.5'
-12.4'
-12.4'
-12.4'
-12.4'
-12.3'
-12.3'
-12.2'
-12.2'
-12.1'
-12.0'
-12.0'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.9'
-11.8'
-11.8'
-11.8'
-11.8'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'
-11.7'-11.4'
-11.4'
-11.4'
-11.4'
-11.3'
-11.3'
-11.3'
-11.3'
-11.2'
-11.1'
-11.1'
-11.0'
-11.0'
-11.0'
-10.9'
-10.9'
-10.9'
-10.8'
-10.8'
-10.7'
-10.6'
-10.6'
-10.6'
-10.5'
-10.5'
-10.4'
-10.4'
-10.3'
-10.3'
-10.2'
-10.2'
-10.2'
-10.1'
-10.1'
-10.1'
-10.0'
-10.0'
-10.0'
-9.9'
-9.7'
-9.7'
-9.7'
-9.6'
-9.4' -9.4'
-9.3'
-9.3' -9.3'
-9.1'
-9.0'
-9.0'
-8.6'
-8.5'
-8.0'
P I .0
-8.0'
-7.9' -7.9'
-7.3'
-7.2'
-6.8'
-6.5'
-5.8'
-5.0'
P I .4
SCALE IN FEET
SCALE: 1" = 200'
200 400 600200400
PROJECT
LIMITS OF FEDERAL
STATIONING
CONSTRUCTION BASELINE
OPTION 5
BERM EDGE
NOTES:
P L
A N L
A Y
O U
T
N
A T L A N T I C O C E A N
CB104
O P
T
IO
N
N
N
N
N
N
N
E 1066000
E 1068000
AMERICAN DATUM (NAD83).
4.) PLANE COORDINATES ARE BASED ON GEORGIA, EAST ZONE, NORTH
THAT TIME.
BE CONSIDERED TO INDICATE THE GENERAL CONDITIONS AT
THE CONDITIONS AT THE TIME OF THE SURVEY AND CAN ONLY
3.) THE INFORMATION SHOWN ON THIS DRAWING REPRESENTS
PERFORMED IN DECEMBER 2018 BY THE CORPS OF ENGINEERS.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR SURVEYS
1.) ALL ELEVATIONS ARE IN FEET AND REFERENCED TO 0.0' M.L.L.W.
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
- C W
K
G
O G
R E
N T
Y B
E E I S
L A
N D
G E
O R
G
IA
T Y
B E
E H
IM
S
U P
P L E
M E
N T
A L R
E N
O U
R
IS
H M
E N
T P
R O J E
C T
F Y
S A
V A
N N
A H
G A
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H D
IS
T R
IC
T
M
K O
L A
S
IN
S K I
L
W
IL
L
IA
M S
ISSUE FOR CONSTRUCTION
W
H N
B
S E
P T
E M
B E
R k6enxjlh
29-AUG-2019 08:38
IP_PWP:dms27280\zzqcb104.dgn
Z = 11.20' E 1,066,690.74
Z = 11.20' E 1,066,795.17
Z = 11.20' E 1,067,156.29
N 735,870.24
N 738,181.20
N 738,468.38
Elev. 11.20 E 1,067,049.53
N 737,053.47
Z = 11.20' E 1,066,619.07
N 738,519.04
ACCESS
GULICK STREET
BUTLER AVENUE
T Y B E E I S L A N D
S O
L O
M O
N A
V E
H
IG
H W
A Y
S T S
T
WRENWOOD DR.
G U
L
IC
K S
T
= +11.20 M.L.L.W.
EDGE ELEVATION
EXISTING BERM
SEE SECTIONS FOR ELEVATIONS
ADVANCED RENOURISHMENT
GROIN
TERMINAL
NORTH
E 1067000
L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 35+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 30+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 40+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 45+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 50+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 55+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 60+00
-15
-10
-5
-15
-10
-5
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 228.59'
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 231.28'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 127.90'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 54.97'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 82.67'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 109.46'
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
M
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
TOP OF BERM
EL. +11.2'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 115.19'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
T
O
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
F
E
N G
I N
E E
R S
C A
T E
G O
R
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
S E
P T
E M
B E
R
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
V E
S A
V A
N N
H
S
T R
I C
T
T Y
B E
E
H
P
P L E
M E
N T
A L
R
E N
O U
R I S
H M
E N
T
P
R O
J E
C T
T Y
B E
E
I S
L A
N D
G
E O
R G
I A
ISSUE FOR CONSTRUCTION
C W
K
L
W
I L L I A
M S
K6ENXRLR 8/29/2019 9:10:29 AM R:\PROJECTS\TYBEE ISLAND\TB_CB301-CB305.DWG
CB301
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
B A
B
I T
E
B
C R
O S
S
S
E C
T I O
N S
S T
A T
I O
T
O
HORIZONTAL SCALE: 1" = 100'
100 100 200
VERTICAL SCALE: 1" = 10'
10 10 20
NOTES:
SCALE IN FEET
1.) ALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR
SURVEYS PERFORMED IN DECEMBER 2018.
3.) THE INFORMATION SHOWN ON THIS DRAWING
REPRESENTS THE CONDITIONS AT THE TIME OF THE
SURVEY, AND CAN ONLY BE CONSIDERED TO INDICATE
THE GENERAL CONDITIONS AT THAT TIME.
LEGEND
PROPOSED BEACH FILL
E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 105+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 110+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 115+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 120+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 125+00
-15
-10
-5
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 130+00
-15
-10
-5
-15
-10
-5
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 347.10'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 305.58'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 257.01'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 196.63'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 136.25'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 99.74'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH
PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
S E
P T
E M
B E
R
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
T Y
B E
E
H
P
P L E
M E
N T
A L
R
E N
O U
R I S
H M
E N
T
P
R O
J E
C T
T Y
B E
E
I S
L A
N D
G
E O
R G
I A
ISSUE FOR CONSTRUCTION
C W
K
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M S
K6ENXRLR 8/29/2019 9:10:30 AM R:\PROJECTS\TYBEE ISLAND\TB_CB301-CB305.DWG
CB302
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
B A
I T
E
A
W I T
H
O
P T
I O
A
R
O S
S
S
E C
T I O
N S
S T
A T
I O
T
O
HORIZONTAL SCALE: 1" = 100'
100 100 200
VERTICAL SCALE: 1" = 10'
10 10 20
NOTES:
SCALE IN FEET
1.) ALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR
SURVEYS PERFORMED IN DECEMBER 2018.
3.) THE INFORMATION SHOWN ON THIS DRAWING
REPRESENTS THE CONDITIONS AT THE TIME OF THE
SURVEY, AND CAN ONLY BE CONSIDERED TO INDICATE
THE GENERAL CONDITIONS AT THAT TIME.
LEGEND
PROPOSED BEACH
FILL - BASE BID
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
OFFSET (FT)
STA: 135+00
-10
-5
-10
-5
E L
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
OFFSET (FT)
STA: 140+00
-10
-5
-10
-5
E L
E V
A T
I O
N
F
T
E L
E V
A T
I O
N
F
T
OFFSET (FT)
STA: 145+00
-10
-5
-10
-5
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 228.76'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 276.43'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 236.20'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED BEACH
FILL - BASE BID
EXISTING BEACH PROFILE
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
TOP OF BERM
EL. +11.2'
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
S E
P T
E M
B E
R
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
T Y
B E
E
H
P
P L E
M E
N T
A L
R
E N
O U
R I S
H M
E N
T
P
R O
J E
C T
T Y
B E
E
I S
L A
N D
G
E O
R G
I A
ISSUE FOR CONSTRUCTION
C W
K
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M S
K6ENXRLR 8/29/2019 9:10:32 AM R:\PROJECTS\TYBEE ISLAND\TB_CB301-CB305.DWG
CB303
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
B A
I T
E
A
W I T
H
O
P T
I O
A
R
O S
S
S
E C
T I O
N S
S T
A T
I O
T
O
HORIZONTAL SCALE: 1" = 100'
100 100 200
VERTICAL SCALE: 1" = 10'
10 10 20
NOTES:
SCALE IN FEET
1.) ALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR
SURVEYS PERFORMED IN DECEMBER 2018.
3.) THE INFORMATION SHOWN ON THIS DRAWING
REPRESENTS THE CONDITIONS AT THE TIME OF THE
SURVEY, AND CAN ONLY BE CONSIDERED TO INDICATE
THE GENERAL CONDITIONS AT THAT TIME.
LEGEND
PROPOSED BEACH
FILL - BASE BID
PROPOSED BEACH
FILL - OPTION 1
PROPOSED BEACH
FILL - OPTION 2
PROPOSED BEACH
FILL - OPTION 3
E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 65+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 70+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 75+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 80+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 85+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 90+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 95+00
-10
-5
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 100+00
-10
-5
-10
-5
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
-700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
-600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
-500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 127.15'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 142.07'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 201.12'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 279.70'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 363.88'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 353.88'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 344.11'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 334.51'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
S E
P T
E M
B E
R
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
S A
V A
N N
S
T R
I C
T
T Y
B E
E
H
P
P L E
M E
N T
A L
R
E N
O U
R I S
H M
E N
T
P
R O
J E
C T
T Y
B E
E
I S
L A
N D
G
E O
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I A
ISSUE FOR CONSTRUCTION
C W
K
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M S
K6ENXRLR 8/29/2019 9:10:34 AM R:\PROJECTS\TYBEE ISLAND\TB_CB301-CB305.DWG
CB304
R
R
A D
T K
E
M
K
O L A
S I N
S K
I
O P
T I O
N
C R
O S
S
S
E C
T I O
N S
S T
A T
I O
T
O
HORIZONTAL SCALE: 1" = 100'
100 100 200
VERTICAL SCALE: 1" = 10'
10 10 20
NOTES:
SCALE IN FEET
1.) ALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR
SURVEYS PERFORMED IN DECEMBER 2018.
3.) THE INFORMATION SHOWN ON THIS DRAWING
REPRESENTS THE CONDITIONS AT THE TIME OF THE
SURVEY, AND CAN ONLY BE CONSIDERED TO INDICATE
THE GENERAL CONDITIONS AT THAT TIME.
E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 5+00
-20
-15
-10
-5
-20
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 10+00
-20
-15
-10
-5
-20
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 12+00
-20
-15
-10
-5
-20
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 15+00
-20
-15
-10
-5
-20
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 20+00
-20
-15
-10
-5
-20
-15
-10
-5
E L E
V A
T I O
N
F
T
E L E
V A
T I O
N
F
T
OFFSET (FT)
STA: 25+00
-10
-5
-10
-5
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00 400.00
-900.00 -800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00
-800.00 -700.00 -600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
-600.00 -500.00 -400.00 -300.00 -200.00 -100.00 0.00 100.00 200.00 300.00
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
CONSTRUCTION
BASELINE
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 532.36'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 340.74'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 230.18'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 195.95'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 220.24'
LIMITS OF
FEDERAL PROJECT
OFFSET FROM
BASELINE = 224.91'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
TOP OF BERM
EL. +11.2'
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
X
I
M
O
P
E
PROPOSED
BEACH FILL
EXISTING BEACH PROFILE
ADVANCED
RENOURISHMENT
2' MAX. HEIGHT
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
C A
T E
G O
D
E
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
-W H
N B
S E
P T
E M
B E
R
S A
V A
N N
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K6ENXRLR 8/29/2019 9:10:36 AM R:\PROJECTS\TYBEE ISLAND\TB_CB301-CB305.DWG
CB305
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HORIZONTAL SCALE: 1" = 100'
100 100 200
VERTICAL SCALE: 1" = 10'
10 10 20
NOTES:
SCALE IN FEET
1.) ALL ELEVATIONS ARE RELATIVE TO 0.0' M.L.L.W.
2.) ELEVATIONS BASED ON HYDROGRAPHIC AND LIDAR
SURVEYS PERFORMED IN DECEMBER 2018.
3.) THE INFORMATION SHOWN ON THIS DRAWING
REPRESENTS THE CONDITIONS AT THE TIME OF THE
SURVEY, AND CAN ONLY BE CONSIDERED TO INDICATE
THE GENERAL CONDITIONS AT THAT TIME.
BEACH F
ILL
SLOPE
SLOUGH Z
ONE
UP S
LOPE
A (u
A (s)
VARIES VARIES
THE LANDWARD SIDE
THE END OF NEW MATERIAL ON
+7.13' M.L.L.W. SEAWARD SIDE TO
BEACH TILLING LIMTS AREA FROM
CONSTRUCTION SURVEY
FINISH GRADE POST
A(s) - AREA OF SLOUGH BELOW PLUS TOLERANCE
A(u) - AREA OF UP SLOPE FILL ABOVE PLUS TOLERANCE
NOT TO SCALE
EXISTING GRADE
NOT TO SCALE
CB501
B A
S E L
IN
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T A
T
IO
N
EXISTING GRADE
= +7.13' M.L.L.W.
ELEVATION
BEACH FILL TILL AREA
B E
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H F
IL
L D
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A
IL
S
PROPOSED BEACH FILL
BERM EDGE
ELEVATION = +11.2' M.L.L.W.
FILL. FINISH GRADE
TOP OF PROPOSED
COMPENSATING SLOPE DETAIL
ELEVATION = +11.2' M.L.L.W.
FILL. FINISH GRADE
TOP OF PROPOSED
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29-AUG-2019 08:38
IP_PWP:dms27280\zzqcb501.dgn
| GI001 COVER SHEET AND INDEX OF DRAWINGS |
| GI002 GENERAL LOCATION PLAN |
| GI003 PROJECT OVERVIEW PLAN |
| GI004 CONTROL PLAN |
| GI005 BASE BID PLUS OPTIONS OVERALL PLAN |
| GI006 STAGING AND ACCESS AREAS |
| CD101 BORROW AREA |
| CD201 BORROW AREA PROFILES |
| CB101 BASE BID - AREA 'A' PLAN LAYOUT |
| CB101A OPTION 1 - AREA 'A' PLAN LAYOUT |
| CB101B OPTION 2 - AREA 'A' PLAN LAYOUT |
| CB101C OPTION 3 - AREA 'A' PLAN LAYOUT |
| CB102 BASE BID - AREA 'B' PLAN LAYOUT |
| CB103 OPTION 4 PLAN LAYOUT |
| CB104 OPTION 5 PLAN LAYOUT |
| CB301 BASE BID - SITE B CROSS SECTIONS STATIONS 27+00 TO 64+00 |
| CB302 BASE BID - SITE A WITH OPTIONS 1, 2, AND 3 CROSS SECTIONS STATIONS 104+00 TO 133+00 |
| CB303 BASE BID - SITE A WITH OPTIONS 1, 2, AND 3 CROSS SECTIONS STATIONS 133+00 TO 148+61 |
| CB304 OPTION 4 CROSS SECTIONS STATIONS 64+00 TO 103+00 |
| CB305 OPTION 5 CROSS SECTIONS STATIONS 00+00 TO 27+00 |
| CB501 BEACH FILL DETAILS |
File details come from the government source that posted it.