6-Oyster Bay Plans.pdf
PDF 32 MB Posted
- Attached to
- OYSTER BAY RESTORATION PROJECT
- Solicitation number
- 2026-0723
- Issued by
- Baldwin County, Alabama
About this file
This is a design and engineering plans document for the Oyster Bay Restoration Project located in Baldwin County, Alabama, specifically addressing culvert improvements and road reconstruction on Oyster Bay Road (County Road 4) in the Oyster Bay area near Mobile Bay. The project involves the installation of three precast concrete box culverts measuring 8 feet by 4 feet, along with associated roadway improvements, safety features, and modifications to four existing drainage structures. The plans encompass approximately 6,500 linear feet of project work area with detailed topographic surveys completed in March and July 2019. The construction site includes six soil boring locations with depths ranging from 15 to 16 feet, and the project references geotechnical studies conducted by Fugro USA Land, Inc. The plans specify comprehensive roadway cross-sections with 2.0 percent cross slopes, 12-inch graded aggregate base compacted to 98 percent Modified Proctor, and Superpave bituminous concrete wearing and binder courses. Utility coordination is required with multiple providers including Baldwin County EMC, Baldwin County Sewer Service, Gulf Telephone (CenturyLink), and Gulf Shores Utilities, with contractor responsibility for completing utility locates through Alabama 811 within 10 working days prior to mobilization.
The plans indicate three separate 8-foot by 4-foot box culverts will be constructed on 12-inch graded aggregate base wrapped with Type 2 geotextile fabric, with straight headwalls and concrete barrier rails at north and south ends. Concrete barrier rails and guardrails are specified throughout sections of the project, with detailed installation requirements provided on multiple detail sheets. The roadway profile shows grade breaks at multiple stations with varying vertical curve parameters, and existing pavement removal totals approximately 10,057 square feet (1,118 square yards). Traffic control during construction is mandatory with road closure provisions for Oyster Bay Road, detours via CR 6 and West 1st Street, and maintenance of access to adjacent properties. Construction sequencing involves phased traffic control implementation, erosion control device installation, stormwater drainage construction, and restoration of two-way traffic. The project requires strict adherence to Alabama Department of Transportation Design Standards and the Manual on Uniform Traffic Control Devices, with no construction activities permitted between 4:00 p.m. and 7:00 a.m. unless weekend work is approved with seven days' written notice to the owner.
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Text version
VICINITY MAP
SCALE: NTS
LOCATION PLAN
SCALE: NTS
ALABAMA CONNECTING COASTAL WATERS
OYSTER BAY
PROJECT LOCATION
N
MOBILE BAY
CR 4
INDEX: OF
G-001
C O
V E
R S
H E
E T
/1 0/
ZS ZS
M S
JH
INDEX OF DRAWINGS
SHEET INDEX SHEET REFERENCE NO. SHEET TITLE
1 G-001 COVER SHEET
2 G-002 GENERAL NOTES, ABBREVIATIONS AND LEGEND
3 G-101 PROJECT KEY MAP
4 B-101 BORING LOG
5 V-101 EXISTING CONDITIONS & DEMOLITION PLAN
6 C-101 PLAN & PROFILE
7 C-102 PLAN & PROFILE
8 C-201 CULVERT HEADWALL PROFILES
9 C-202 CULVERT HEADWALL PROFILES
10 C-203 CULVERT HEADWALL PROFILES
11 C-301 ROADWAY CROSS SECTIONS
12 C-302 ROADWAY CROSS SECTIONS
13 C-303 ROADWAY CROSS SECTIONS
14 C-304 ROADWAY CROSS SECTIONS
15 C-305 ROADWAY CROSS SECTIONS
16 C-501 CIVIL DETAILS
17 C-502 BOX CULVERT DETAILS
18 C-503 BOX CULVERT DETAILS
19 C-504 BOX CULVERT DETAILS
20 C-505 BOX CULVERT DETAILS
21 C-506 ROUND CULVERT HEADWALL DETAILS
22 C-507 CONCRETE BARRIER RAIL DETAILS
23 C-508 GUARDRAIL DETAILS
24 C-509 GUARDRAIL DETAILS
25 C-510 GUARDRAIL DETAILS
26 C-601 TRAFFIC CONTROL PLAN
N
CULVERT IMPROVEMENT AREA
OYSTER BAY
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca le
M
N P ro je ct N o.
D ra w in g co de es cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ G
-0
; P lo tte d:
1/
/2
:2
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 /1
1/
:3
P M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
SURVEY NOTES:
1. TOPOGRAPHIC SURVEY FROM FUGRO USA LAND, INC. MARCH 14-15 AND JULY 8-18, 2019.
2. GEOLOGIC DATA BASED ON "GEOTECHNICAL STUDY PROJECT SITE 3 OYSTER BAY SITE. ALABAMA
CONNECTING COASTAL WATERS BALDWIN COUNTY, ALABAMA" PROJECT NO. 04.55184068 FROM
FUGRO USA LAND, INC. JUNE 21, 2019.
3. AERIAL PHOTOGRAPHY FROM GOOGLE EARTH, DATED 2017.
4. HORIZONTAL COORDINATES ARE REFERENCED TO NORTH AMERICAN DATUM OF 1983 NAD83 (2011)
EPOCH 2010.00, STATE PLANE ALABAMA WEST ZONE U.S SURVEY FEET.
5. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S
SURVEY FEET. ORTHOMETRIC HEIGHTS CALCULATED USING GEOID12B.
6. A FUGRO TEMPORARY BENCHMARK (TBM) WAS USED AS THE HORIZONTAL & VERTICAL CONTROL
FOR THE PROJECT SITE SURVEYS.
TBM NORTHING EASTING ELEVATION
OB-CP01 102847.217 1896993.957 3.258 NAVD88 (GEOID 12B)
7. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF THE SURVEY ON
THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS AN INDICATION OF THE GENERAL
CONDITIONS EXISTING AT THAT TIME.
8. THE CONTRACTOR SHOULD BE RESPONSIBLE FOR COMPLETING A "ONE-CALL" WITHIN 10 WORKING
DAYS PRIOR TO MOBILIZATION TO LOCATE ANY PIPELINES OR UTILITIES IN THE PROJECT
CONSTRUCTION SITE LIMITS. CONTACT INFORMATION IS LISTED BELOW:
811 (TOLL FREE INSIDE ALABAMA);
800-292-8525 (TOLL FREE INSIDE OR OUTSIDE ALABAMA); AND
VISIT http://www.al811.com/contact-us/ FOR MORE CONTACT INFORMATION.
LOCATE REQUEST IS GOOD FOR 10 WORKING DAYS. STATE LAW REQUIRES THAT IF CONTRACTOR IS
WORKING PAST THE 10 WORKING DAYS, CONTRACTOR SHALL UPDATE REQUEST TO ENSURE THE
UTILITIES KNOW OF CONTINUED WORK AROUND THEIR LINES.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING UTILITY OWNERS AND/OR OPERATORS
WITHIN 10 WORKING DAYS PRIOR TO MOBILIZATION.
10. THE OWNER IS NOT LIABLE FOR LOCATIONS, OWNERS DENOTED, MATERIAL CONDITION OR AGE, ACTIVE OR ABANDONED, QUANTITY OF LINES, OR DEPTHS OF UTILITIES REPRESENTED ON THESE PLANS. THE LISTED UTILITY COMPANY CONTACTS ARE PROVIDED TO ASSIST THE CONTRACTOR IN
CONDUCTING THEIR OWN UTILITY LOCATING AND DUE DILIGENCE.
ABBREVIATIONS:
ALDOT ALABAMA DEPARTMENT OF TRANSPORTATION
APPROX. APPROXIMATE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BVCS BEGIN VERTICAL CURVE STATION
BVCE BEGIN VERTICAL CURVE ELEVATION
CL CENTERLINE
CL RD CENTERLINE OF ROAD
CR COUNTY ROAD
CULI CULVERT INVERT
CULT CULVERT TOP
CY CUBIC YARDS
DACS DRAWING AREA COORDINATE SYSTEM
DIA DIAMETER
E: EASTING
ELEV ELEVATION
EG EXISTING GRADE
EVCS END VERTICAL CURVE STATION
EVCE END VERTICAL CURVE ELEVATION
EX EXISTING
FT FEET OR FOOT
FM FORCE MAIN
IN INCH
INC INCORPORATED
L LEFT
LBR LIMEROCK BEARING RATIO
LF LINEAR FOOT
LLC LIMITED LIABILITY CORPORATION
LPS LOW PRESSURE SEWER
LVC LENGTH OF VERTICAL CURVE
MIN MINIMUM
N NORTH
N: NORTHING
NAVD NORTH AMERICAN VERTICAL DATUM
NTS NOT TO SCALE
OFF OFFSET
PG PROPOSED GRADE
PGL PROFILE GRADE LINE
PP POWER POLE
PVI POINT OF VERTICAL INTERSECTION
R RIGHT
ROW RIGHT OF WAY
SF SQUARE FEET
STA STATION
SY SQUARE YARDS
TBM TEMPORARY BENCH MARK
TYP TYPICAL
WAT WATER MAIN
@ AT
' FEET OR FOOT
" INCH OR INCHES
% PERCENT
B5 C-501
VIEW TITLE
SCALE: 1"=50'
A3 C-501
C4 G-101
LEGEND
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED FROM
VIEW TITLE
SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
A3 C-101
DETAIL CALLOUT WITH
LEADERS
C4 G-101
SECTION CALLOUT WITH
JOG
KEYED NOTE
1 2 3 4 5
D
C
B
A
1 2 3 4 5
D
C
B
A
DRAWING AREA
TI
TL
E B
LO
C
K
DRAWING AREA COORDINATE SYSTEM (DACS)
Sheet Reference Number:
C-102
SHEET
DESIGNATOR
SHEET TYPE
SHEET
SEQUENCE
* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
"VIEW NO./SHEET NO." (EG A1/C-501)
DISCIPLINE DESIGNATORS
DISCIPLINE DESIGNATOR
GENERAL G
SURVEY/MAPPING V
GEOTECHNICAL B
CIVIL C
SHEET TYPE DESIGNATORS
0 GENERAL (COVER SHEET, LEGEND, NOTES)
1 PLANS (HORIZONTAL VIEWS)
2 ELEVATIONS (NOT TYPICALLY USED)
3 SECTIONS (OVERALL VIEWS)
4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)
5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)
6 SCHEDULES
INDEX: OF
G-002
G E
N E
R A
L N
O
TE
S
A B
B R
E V
IA
TI
O N
S A
N D
LE
G
E N
D
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ G
-0
; P lo tte d:
1/
/2
:2
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 /1
3/
:3
P M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
UTILITY CONTACTS:
BALDWIN COUNTY EMC
SOL FLEMING
P: 251-989-0436 sfleming@baldwinemc.com
BALDWIN COUNTY SEWER SERVICE
CAMPBELL NOONAN
P: 251-971-3022 cnoonan@baldwincountysewer.com
GULF TELEPHONE d/b/a CENTURY LINK
FORREST CHERNEY
P: 251-952-5286 forrest.cherney@centurylink.com
GULF SHORES UTILITIES
STEVE READMAN
P: 251-975-8925 gsufsw1@gmail.com
INDEX: OF
G-101
P R
O
JE
C T
K E
Y M
A P
/1 0/
ZS ZS
M S
JH
N
CULVERT LOCATION,
SEE DETAIL C1 ON SHEETS V-101, C-101, & C-102
OYSTER BAY ROAD (CR 4)
SOIL BORING LOCATIONS
BORING
NUMBER
O-4
O-5
O-6
DEPTH (ft)
NORTHING EASTING
DENOTES SOIL BORING LOCATION
OYSTER BAY
O-1
O-2
O-3
15.5
102839.81 1896552.97
102809.52 1896544.14
102848.68 1897166.72
102818.38 1897166.66
102857.86 1897631.42
102827.56 1897631.36
O-1
O-2
O-3 O-5
O-6O-4
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ G
-1
; P lo tte d:
1/
/2
:3
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
300' 0' 300' 600'
SCALE: 1''=300'
AutoCAD SHX Text
LEGEND: EXISTING SHEET FLOW DIRECTION PROJECT CONSTRUCTION SITE LIMITS
B-101
B O
R
IN
G L
O G
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ B
-1
; P lo tte d:
1/
/2
:3
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
(2) 40 LF EXISTING 42" DRAINAGE STRUCTURES
TO REMAIN AND SHALL BE CLEANED OUT
SAWCUT & REMOVE EXISTING PAVEMENT
APPROX. 10,057 SF (1,118 SY)
6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM
14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT
12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM
(2) 40 LF EXISTING 24" DRAINAGE STRUCTURES
TO REMAIN AND SHALL BE CLEANED OUT
TBM OB-CP01
1/2" REBAR WITH YELLOW CAP
N: 102847.22 E: 1896993.96
ELEV: 3.26' (NAVD 88) (GEOID 12B)
N:102843.83 E: 1897318.59
N:102823.99 E: 1897319.02
N:102856.09 E: 1897818.44
N:102835.85 E: 1897818.88
30' 0' 30' 60'
SCALE: 1''=30'
N
INDEX: OF
V-101
E X
IS
TI
N G
C O
N D
IT
IO
N S
D
E M
O
LI
TI
O
N P
LA
N
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ V
-1
; P lo tte d:
1/
/2
:3
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
C1 V-101
EXISTING CONDITIONS - DEMOLITION PLAN
SCALE: 1"=30'
12in FM
6in LPS FM
14in WAT
CITY OF GULF SHORES
PARADISE INVESTMENTS LLC
COASTAL LAND TRUST, INC.
AutoCAD SHX Text LEGEND: SAWCUT AND REMOVE EXISTING PAVEMENT CENTERLINE RIGHT OF WAY PROPERTY LOT LINE 12" SEWER FORCE MAIN 6" LOW PRESSURE SEWER FORCE MAIN 14" WATER MAIN
OYSTER BAY ROAD (CR 4)
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
0.00%
0.63%
1.33%
GRADE BREAK STA = 0+75.00
ELEV = 3.19
PVI STA: 1+25.00
PVI ELEV: 3.50
K: 79.00
LVC: 55.60
B V
C S
: 0 +9
7.
B V
C E
: 3 .3
E V
C S
: 1 +5
2.
E V
C E
: 3 .8
PVI STA: 2+75.00
PVI ELEV: 5.50
K: 61.00
LVC: 81.33
B V
C S
: 2 +3
4.
B V
C E
: 4 .9
E V
C S
: 3 +1
5.
E V
C E
: 5 .5
PVI STA: 3+75.00
PVI ELEV: 5.50
K: 61.00
LVC: 112.23
B V
C S
: 3 +1
8.
B V
C E
: 5 .5
E V
C S
: 4 +3
1.
E V
C E
: 4 .4
0+00
3.
0+20
3.
0+40
3.
0+60
3.
0+80
3.
3.
1+00
3.
3.
1+20
3.
3.
1+40
3.
3.
1+60
3.
3.
1+80
3.
4.
2+00
3.
4.
2+20
3.
4.
2+40
3.
5.
2+60
3.
5.
2+80
3.
5.
3+00
3.
5.
3+20
3.
5.
3+40
3.
5.
3+60
3.
5.
3+80
3.
5.
EXISTING 42" DRAINAGE STRUCTURE
EXISTING 42" DRAINAGE STRUCTURE
(3) 32.83 LF OF
8'x4' BOX CULVERT @ 0.30%
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
EXISTING GRADE
PROPOSED GRADE
BEGIN ROADWORK
6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM
14in WAT14in WAT14in WAT 14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT
12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM
STA:3+11.37
OFF:24.42' L
ELEV:-0.15'
STA:3+38.63
OFF:24.42' L
ELEV:-0.15'
STA:3+38.63
OFF:24.42' R
ELEV:-0.25'
5.0' 5.2' 5.2'5.4'
3.2'
3.0'
3:1
3:
3:
3:1 3:1 3:13:
3:
3:13:1
3:
3:
3:
3:1
3:
3:1
3:
STA:2+16.00
OFF:21.42' R
ELEV:-1.30'
STA:2+28.50
OFF:21.42' R
ELEV:-1.30'
STA:2+16.00
OFF:21.42' L
ELEV:-1.30'
STA:2+28.50
OFF:21.42' L
ELEV:-1.30'
STA:3+11.37
OFF:24.42' R
ELEV:-0.25'
3:
3:
4.0' 3.6' 3.8' 4.2'
4.4' 4.6'
4.8'
PROJECT CONSTRUCTION SITE LIMITS
P -1
P -1
P -1
0+00 1+00
2+00 3+00
N: 102832.56 E: 1897243.82
BEGIN ROADWORK
STA. 0+75.00
CONSTRUCT STRAIGHT HEADWALL WITH CONCRETE BARRIER RAIL
SEE DETAIL SHEETS C-506 & C-507
CUT DRAINAGE STRUCTURES FLUSH WITH NEW HEADWALL
CONSTRUCT 3 - 8'x4' CONCRETE BOX CULVERTS
ON 12" GRADED AGGREGATE BASE COMPACTED TO 98%
MODIFIED PROCTOR WRAPPED WITH TYPE 2 GEOTEXTILE FABRIC
WITH STRAIGHT HEADWALLS WITH CONCRETE BARRIER RAILS
ON NORTH AND SOUTH ENDS
SEE DETAIL SHEETS C-502, C-503, C-504, C-505, & C-507
N INV: -0.15'
S INV: -0.25'
COASTAL LAND
TRUST, INC.
CITY OF GULF SHORES
PARADISE INVESTMENTS LLC
POWER POLE TO BE
PROTECTED/SUPPORTED
DURING CONSTRUCTION
STA:0+75.00
OFF:9.62' L
STA:1+25.00
OFF:10.00' L
STA:1+25.00
OFF:10.00' R
STA:0+75.00
OFF:10.22' R
BEGIN GUARDRAIL
STA:0+07.72
OFF:19.36' L
STA:0+45.00
OFF:15.42' L
STA:0+45.00
OFF:15.42' RBEGIN GUARDRAIL
STA:0+07.72
OFF:19.36' R
END GUARDRAIL
BEGIN HEADWALL
STA:2+89.71
OFF:16.42' R
STA:3+15.38
OFF:16.42' L
STA:3+25.00
OFF:16.42' L
STA:3+34.63
OFF:16.42' L
STA:3+15.38
OFF:16.42' R
STA:3+25.00
OFF:16.42' R
STA:3+34.63
OFF:16.42' R
END HEADWALL
BEGIN GUARDRAIL
STA:3+60.29
OFF:16.42' R
END HEADWALL
BEGIN GUARDRAIL
STA:3+60.29
OFF:16.42' LEND HEADWALL
BEGIN GUARDRAIL
STA:2+49.00
OFF:16.42' L
END HEADWALL
BEGIN GUARDRAIL
STA:2+49.00
OFF:16.42' R
END GUARDRAIL
BEGIN HEADWALL
STA:1+95.00
OFF:16.42' R
END GUARDRAIL
BEGIN HEADWALL
STA:1+95.00
OFF:16.42' L
END GUARDRAIL
BEGIN HEADWALL
STA:2+89.71
OFF:16.42' L
D1 C-501
CONSTRUCT STRAIGHT HEADWALL WITH CONCRETE BARRIER RAIL
SEE DETAIL SHEETS C-506 & C-507
CUT DRAINAGE STRUCTURES FLUSH WITH NEW HEADWALL
A1 C-201
C1 C-201
A1 C-202
C1 C-202
N88° 44' 20.03"E 650.00'
CONSTRUCT 12.5' x 5.0' x 0.5' CONCRETE PAD
CONSTRUCT 12.5' x 5.0' x 0.5' CONCRETE PAD
CONSTRUCT 27.3' x 8.0' x 0.5' CONCRETE PAD
CONSTRUCT 27.3' x 8.0' x 0.5' CONCRETE PAD
44.35' 35.65'
20' 0' 20' 40'
SCALE: 1''=20'
INDEX: OF
C-101
P
LA
N
P R
O
FI
LE
/1 0/
ZS ZS
M S
JH
N
A1 C-101
ROADWAY PROFILE
H SCALE: 1"=20' / V SCALE: 1"=2'
C1 C-101
ROADWAY PLAN
SCALE: 1"=20'
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-1
; P lo tte d:
1/
/2
:4
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 /1
2/
:5
A M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
M A
TC
H
LIN
E
- C -102
12in FM
6in LPS FM
14in WAT
1+00
X.X'
LEGEND: PROPOSED NEW PAVEMENT PROPOSED CONCRETE PAD CONSTRUCTION BASELINE RIGHT OF WAY PROPERTY LOT LINE 12" SEWER FORCE MAIN 6" LOW PRESSURE SEWER FORCE MAIN 14" WATER MAIN PROJECT CONSTRUCTION SITE LIMITS 0.2' PROPOSED CONTOUR PROPOSED GUARDRAIL
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
3+80
3.
5.
4+00
3.
4.
4+20
3.
4.
4+40
3.
4.
4+60
3.
3.
4+80
3.
3.
5+00
3.
3.
5+20
3.
3.
5+40
3.
3.
5+60
3.
3.
5+80
2.
6+00
2.
6+20
2.
6+40
3.
6+50
3.
EXISTING GRADE
PROPOSED GRADE-1.84%
-0.27%
GRADE BREAK STA = 5+75.00
ELEV = 3.00
PVI STA: 3+75.00
PVI ELEV: 5.50
K: 61.00
LVC: 112.23
B V
C S
: 3 +1
8.
B V
C E
: 5 .5
E V
C S
: 4 +3
1.
E V
C E
: 4 .4
PVI STA: 5+00.00
PVI ELEV: 3.20
K: 79.00
LVC: 124.16
B V
C S
: 4 +3
7.
B V
C E
: 4 .3
E V
C S
: 5 +6
2.
E V
C E
: 3 .0
EXISTING 24" DRAINAGE STRUCTURE
EXISTING 24' DRAINAGE STRUCTURE
EXISTING GROUND ELEVATION PROPOSED GROUND ELEVATION
END ROADWORK
6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM6in LPS FM
14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT14in WAT
12in FM12in FM12in FM12in FM12in FM12in FM12in FM12in FM
4+00 5+00
6+00 6+50
N: 102846.86 E: 1897893.66
END ROADWORK
STA. 5+75.00
CONSTRUCT STRAIGHT HEADWALL WITH CONCRETE BARRIER RAIL
SEE DETAIL SHEETS C-506 & C-507
CUT DRAINAGE STRUCTURES FLUSH WITH NEW HEADWALL
O-5
O-6
D1 C-501
STA:5+25.00
OFF:10.00' L
STA:5+98.50
OFF:15.42' L
END GUARDRAIL
STA:6+35.78
OFF:19.36' L
STA:5+75.00
OFF:10.88' L
STA:5+75.00
OFF:9.36' R
STA:5+25.00
OFF:10.00' R
STA:5+98.50
OFF:15.42' R
END GUARDRAIL
STA:6+35.78
OFF:19.36' R
END HEADWALL
BEGIN GUARDRAIL
STA:4+48.50
OFF:16.42' L
END HEADWALL
BEGIN GUARDRAIL
STA:4+48.50
OFF:16.42' REND GUARDRAIL
BEGIN HEADWALL
STA:4+00.50
OFF:16.42' R
END GUARDRAIL
BEGIN HEADWALL
STA:4+00.50
OFF:16.42' L
PARADISE INVESTMENTS LLC
CITY OF GULF SHORES
CONSTRUCT STRAIGHT HEADWALL WITH CONCRETE BARRIER RAIL
SEE DETAIL SHEETS C-506 & C-507
CUT DRAINAGE STRUCTURES FLUSH WITH NEW HEADWALL
A1 C-203
C1 C-203
N88° 44' 20.03"E 650.00'
CONSTRUCT 13.2' x 6.0' x 0.5' CONCRETE PAD
CONSTRUCT 11.9' x 6.0' x 0.5' CONCRETE PAD
42.49' 37.50'
4.0' 5.0' 3.2'
3.4' 3.6'
3.8' 4.2
4.4
4.6'
4.8' 3.0'
2.8'
3:
3:1 3:1
3:
3:1 3:13:
STA:4+27.50
OFF:29.63' R
ELEV:1.10'
STA:4+21.50
OFF:29.63' R
ELEV:1.10'
STA:4+27.50
OFF:28.35' L
ELEV:1.40'
STA:4+21.50
OFF:28.35' L
ELEV:1.40'
PROJECT CONSTRUCTION SITE LIMITS
20' 0' 20' 40'
SCALE: 1''=20'
INDEX: OF
C-102
P
LA
N
P R
O
FI
LE
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-1
; P lo tte d:
1/
/2
:4
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
M A
TC
H
L
IN
E
C -1
A1 C-102
ROADWAY PROFILE
H SCALE: 1"=20' / V SCALE: 1"=2'
A1 C-102
ROADWAY PROFILE
SCALE: 1"=20'
N
12in FM
6in LPS FM
14in WAT
1+00
X.X'
LEGEND: PROPOSED NEW PAVEMENT PROPOSED CONCRETE PAD CONSTRUCTION BASELINE RIGHT OF WAY PROPERTY LOT LINE 12" SEWER FORCE MAIN 6" LOW PRESSURE SEWER FORCE MAIN 14" WATER MAIN PROJECT CONSTRUCTION SITE LIMITS 0.2' PROPOSED CONTOUR PROPOSED GUARDRAIL SOIL BORING LOCATION
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
1+92
3.
4.
1+94
3.
4.
1+96
2.
4.
1+98
2.
4.
2+00
2.
4.
2+02
2.
3.
2+04
2.
2.
2+06
2.
2.
2+08
2.
1.
2+10
2.
0.
2+12
2.
0.
2+14
3.
-0 .6
2+16
3.
-1 .3
2+18
3.
-1 .3
2+20
3.
-1 .3
2+22
3.
-1 .3
2+24
3.
-1 .3
2+26
3.
-1 .3
2+28
3.
-1 .3
2+30 3.
-0
.8
2+32
3.
-0 .1
2+34
3.
0.
2+36
3.
1.
2+38
3.
1.
2+40
3.
2.
2+42
3.
3.
2+44
3.
3.
2+46
3.
4.
2+48
3.
4.
2+50
3.
4.
2+52
3.
4.
STA:2+46.75
OFF: 16.42' L
ELEV:4.78
STA:2+28.50
OFF: 16.42' L
ELEV:-1.30
STA:2+16.00
OFF: 16.42' L
ELEV:-1.30
STA:1+99.60
OFF: 16.42' L
ELEV:4.17
EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
EXISTING 42" DRAINAGE STRUCTURE
EXISTING 42" DRAINAGE STRUCTURE
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 6" LOW PRESSURE SEWER FORCE MAIN
TOP OF CONCRETE BARRIER RAIL
STA:2+48.98
ELEV:7.30
TOP OF CONCRETE BARRIER RAIL
STA:1+95.01
ELEV:6.60
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
1+92
3.
4.
1+94
3.
4.
1+96
3.
4.
1+98
3.
4.
2+00
3.
4.
2+02
3.
3.
2+04
3.
2.
2+06
3.
2.
2+08
3.
1.
2+10
3.
0.
2+12
3.
0.
2+14
3.
-0 .6
2+16
2.
-1 .3
2+18
2.
-1 .3
2+20
2.
-1 .3
2+22
2.
-1 .3
2+24
2.
-1 .3
2+26
3.
-1 .3
2+28
3.
-1 .3
2+30
3.
-0 .8
2+32
3.
-0 .1
2+34
3.
0.
2+36
3.
1.
2+38
3.
1.
2+40
3.
2.
2+42
3.
3.
2+44 3.
3.
2+46
3.
4.
2+48
3.
4.
2+50
3.
4.
2+52
3.
4.
STA:1+99.60
OFF: 16.42' R
ELEV:4.17
STA:2+16.00
OFF: 16.42' R
ELEV:-1.30
STA:2+28.50
OFF: 16.42' R
ELEV:-1.30
STA:2+46.75
OFF: 16.42' R
ELEV:4.78
EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
EXISTING 42" DRAINAGE STRUCTURE EXISTING 42" DRAINAGE STRUCTURE
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 14" WATER MAIN
TOP OF CONCRETE BARRIER RAIL
STA:1+95.02
ELEV:6.60
TOP OF CONCRETE BARRIER RAIL
STA:2+48.99
ELEV:7.30
INDEX: OF
C-201
C U
LV
E
R T
H E
A D
W A
LL
P
R O
FI
LE
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-2
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
C1 C-201
WEST CULVERT - NORTH HEADWALL - PROFILE
H SCALE: 1"=3' / V SCALE: 1"=1.5'
A1 C-201
WEST CULVERT - SOUTH HEADWALL - PROFILE
H SCALE: 1"=3' / V SCALE: 1"=1.5'
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
2+86
3.
5.
2+88
3.
5.
2+90
3.
5.
2+92
3.
5.
2+94
3.
5.
2+96
3.
4.
2+98
3.
4.
3+00
3.
3.
3+02
3.
2.
3+04
3.
2.
3+06
3.
1.
3+08
3.
0.
3+10
3.
0.
3+12
3.
-0 .1
3+14
3.
-0 .1
3+16
3.
-0 .1
3+18
3.
-0 .1
3+20
3.
-0 .1
3+22
3.
-0 .1
3+24
3.
-0 .1
3+26
3.
-0 .1
3+28
3.
-0 .1
3+30
3.
-0 .1
3+32
3.
-0 .1
3+34
3.
-0 .1
3+36
3.
-0 .1
3+38 3.
-0
.1
3+40
3.
0.
3+42
3.
0.
3+44
3.
1.
3+46
3.
2.
3+48
3.
2.
3+50
3.
3.
3+52
3.
4.
3+54
3.
4.
3+56
3.
5.
3+58
3.
5.
3+60
3.
5.
3+62
3.
5.
3+64
3.
5.
STA:3+54.28
OFF: 16.42' L
ELEV:5.07
STA:3+38.62
OFF: 16.42' L
ELEV:-0.15
STA:3+11.38
OFF: 16.42' L
ELEV:-0.15
STA:2+95.51
OFF: 16.42' L
ELEV:5.14EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
8'x4' BOX CULVERT8'x4' BOX CULVERT 8'x4' BOX CULVERT
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 6" LOW PRESSURE SEWER FORCE MAIN
TOP OF CONCRETE BARRIER RAIL
STA:3+60.24
ELEV:7.70
TOP OF CONCRETE BARRIER RAIL
STA:2+89.72
ELEV:7.68
12" GRADED AGGREGATE BASE
COMPACTED TO 98% MODIFIED PROCTOR
WRAPPED WITH TYPE 2 GEOTEXTILE FABRIC
1.00' 1.00'
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
2+86
3.
5.
2+88
3.
5.
2+90
3.
5.
2+92
3.
5.
2+94
3.
5.
2+96
2.
4.
2+98
2.
4.
3+00
2.
3.
3+02
2.
2.
3+04
2.
2.
3+06
2.
1.
3+08
2.
0.
3+10
2.
0.
3+12
2.
-0 .2
3+14
2.
-0 .2
3+16
2.
-0 .2
3+18
2.
-0 .2
3+20
2.
-0 .2
3+22
2.
-0 .2
3+24
2.
-0 .2
3+26
2.
-0 .2
3+28
2.
-0 .2
3+30
2.
-0 .2
3+32
2.
-0 .2
3+34
2.
-0 .2
3+36
2.
-0 .2
3+38
2.
-0 .2
3+40
2.
0.
3+42
2.
0.
3+44
2.
1.
3+46
2.
2.
3+48
2.
2.
3+50
2.
3.
3+52
2.
4.
3+54
2.
4.
3+56
2.
5.
3+58
2.
5.
3+60
2.
5.
3+62
2.
5.
3+64
2.
5.
STA:2+95.21
OFF: 16.42' R
ELEV:5.14
STA:3+54.58
OFF: 16.42' R
ELEV:5.07
STA:3+38.63
OFF: 16.42' R
ELEV:-0.25
STA:3+11.38
OFF: 16.42' R
ELEV:-0.25
EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
8'x4' BOX CULVERT8'x4' BOX CULVERT8'x4' BOX CULVERT
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 14" WATER MAIN
TOP OF CONCRETE BARRIER RAIL
STA:2+89.72
ELEV:7.70
TOP OF CONCRETE BARRIER RAIL
STA:3+60.28
ELEV:7.70
12" GRADED AGGREGATE BASE
COMPACTED TO 98% MODIFIED PROCTOR
WRAPPED WITH TYPE 2 GEOTEXTILE FABRIC
1.00' 1.00'
INDEX: OF
C-202
C U
LV
E
R T
H E
A D
W A
LL
P
R O
FI
LE
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-2
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
C1 C-202
BOX CULVERT - NORTH HEADWALL - PROFILE
H SCALE: 1"=3' / V SCALE: 1"=1.5'
A1 C-202
BOX CULVERT - SOUTH HEADWALL - PROFILE
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
3+96
3.
4.
3+98
3.
4.
4+00
3.
4.
4+02
3.
4.
4+04
3.
4.
4+06
3.
4.
4+08
3.
4.
4+10
3.
4.
4+12
2.
4.
4+14
2.
3.
4+16
2.
3.
4+18
2.
2.
4+20
2.
1.
4+22
2.
1.
4+24
2.
1.
4+26
2.
1.
4+28
2.
1.
4+30
2.
2.
4+32
2.
2.
4+34 2.
3.
4+36
2.
4.
4+38
2.
4.
4+40
2.
3.
4+42
2.
3.
4+44
2.
3.
4+46
2.
3.
4+48
2.
3.
4+50
2.
3.
4+52
2.
3.
STA:4+35.48
OFF: 16.42' L
ELEV:4.06
STA:4+12.33
OFF: 16.42' L
ELEV:4.46
STA:4+27.50
OFF: 16.42' L
ELEV:1.40
STA:4+21.50
OFF: 16.42' L
ELEV:1.40
EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
EXISTING 24" DRAINAGE STRUCTURE
EXISTING 24" DRAINAGE STRUCTURE
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 6" LOW PRESSURE SEWER FORCE MAIN
TOP OF CONCRETE BARRIER RAIL
STA:4+48.48
ELEV:6.30
TOP OF CONCRETE BARRIER RAIL
STA:4+00.51
ELEV:7.10
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
STATION
-4
-3
-2
-1
-4
-3
-2
-1
3+96
2.
4.
3+98
2.
4.
4+00
2.
4.
4+02
2.
4.
4+04
2.
4.
4+06
2.
4.
4+08
2.
4.
4+10
2.
4.
4+12
2.
4.
4+14
2.
3.
4+16
2.
2.
4+18
2.
2.
4+20
2.
1.
4+22
2.
1.
4+24
2.
1.
4+26
2.
1.
4+28
2.
1.
4+30
2.
1.
4+32
2.
2.
4+34
2.
3.
4+36
2.
3.
4+38
2.
4.
4+40
2.
3.
4+42
2.
3.
4+44 2.
3.
4+46
2.
3.
4+48
2.
3.
4+50
2.
3.
4+52
2.
3.
STA:4+11.39
OFF: 16.42' R
ELEV:4.47
STA:4+36.33
OFF: 16.42' R
ELEV:4.04
STA:4+21.50
OFF: 16.42' R
ELEV:1.10
STA:4+27.50
OFF: 16.42' R
ELEV:1.10
EXISTING GROUND
PROPOSED GROUND ALONG
FACE OF THE STRAIGHT HEADWALL
EXISTING 24" DRAINAGE STRUCTURE
EXISTING 24" DRAINAGE STRUCTURE
PROPOSED GROUND ELEVATIONEXISTING GROUND ELEVATION
APPROXIMATE TOP OF 14" WATER MAIN
TOP OF CONCRETE BARRIER RAIL
STA:4+48.49
ELEV:6.28
TOP OF CONCRETE BARRIER RAIL
STA:4+00.51
ELEV:7.10
INDEX: OF
C-203
C U
LV
E
R T
H E
A D
W A
LL
P
R O
FI
LE
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-2
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
A1 C-203
EAST CULVERT - SOUTH HEADWALL - PROFILE
H SCALE: 1"=3' / V SCALE: 1"=1.5'
C1 C-203
EAST CULVERT - NORTH HEADWALL - PROFILE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
0+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
0+20.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
0+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
0+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
0+80.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
1+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
1+20.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
1+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-1.50%1.44%
-1.51%0.10%
-1.84%-1.52%
-2.00%-2.00%
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
PROPOSED
GROUND
R O
W
EXISTING
UNDERGROUND UTILITY
EXISTING
GROUND
RIGHT-OF-WAY LIMITS
GUARDRAIL
PROPOSED ROADWAY
COMPONENTS
2.00% 2.00%
ROADWAY CROSS
SLOPE LABEL
LEGEND
PROPOSED
GROUND
X .X
X EXISTING GROUND
ELEVATION @ CL
X .X
X PROPOSED GROUND
ELEVATION @ CL
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL PG @ CL
EG @ CL
EG @ CL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
3:1
INDEX: OF
C-301
R O
A D
W A
Y C
R O
S S
S E
C
TI
O N
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-3
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
10' 0' 10' 20'
HORIZONTAL SCALE: 1''=10'
5' 0' 5' 10'
VERTICAL SCALE: 1''=5'
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
1+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
1+80.00
-6
-4
-2
-6
-4
-2
R O
W R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
2+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
2+18.00
-6
-4
-2
-6
-4
-2
R O
W R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
2+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
2+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
2+80.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
3+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
3.
3.
3.
4.
3.
4.
3.
4.
3.
5.
3.
5.
3.
5.
3.
5.
EXISTING GROUND
PROPOSED
GROUND
EXISTING 42" DRAINAGE STRUCTURE
CUT EXISTING DRAINAGE STRUCTURE
FLUSH WITH NEW STRAIGHT HEADWALL
CUT EXISTING DRAINAGE STRUCTURE
FLUSH WITH NEW STRAIGHT HEADWALL
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL PG @ CL
R O
W
EXISTING
UNDERGROUND UTILITY
EXISTING
GROUND
RIGHT-OF-WAY LIMITS
GUARDRAIL
PROPOSED ROADWAY
COMPONENTS
2.00% 2.00%
ROADWAY CROSS
SLOPE LABEL
LEGEND
PROPOSED
GROUND
X .X
X EXISTING GROUND
ELEVATION @ CL
X .X
X PROPOSED GROUND
ELEVATION @ CL
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL PG @ CL
EG @ CL PG @ CL
EXISTING GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING GROUND
3:13:1
3:13:1
3:13:1
1.00'
(TYP)
0.50' (TYP)
CONCRETE
PAD
INDEX: OF
C-302
R O
A D
W A
Y C
R O
S S
S E
C
TI
O N
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-3
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
10' 0' 10' 20'
HORIZONTAL SCALE: 1''=10'
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
3+20.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
3+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
3+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
4+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
4+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
4+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00% E
LE
V
A
TI
O N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
4+23.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
3+80.00
-10
-8
-6
-4
-2
-10
-8
-6
-4
-2
R O
W
R O
W
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
3.
5.
3.
5.
3.
5.
3.
5.
3.
4.
3.
4.
3.
4.
3.
3.
8'x4' BOX CULVERT
EXISTING 24" DRAINAGE STRUCTURE
CUT EXISTING DRAINAGE STRUCTURE
FLUSH WITH NEW STRAIGHT HEADWALL
CUT EXISTING DRAINAGE STRUCTURE
FLUSH WITH NEW STRAIGHT HEADWALL
R O
W
EXISTING
UNDERGROUND UTILITY
EXISTING
GROUND
RIGHT-OF-WAY LIMITS
GUARDRAIL
PROPOSED ROADWAY
COMPONENTS
2.00% 2.00%
ROADWAY CROSS
SLOPE LABEL
LEGEND
PROPOSED
GROUND
X .X
X EXISTING GROUND
ELEVATION @ CL
X .X
X PROPOSED GROUND
ELEVATION @ CL
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL PG @ CL
EG @ CL PG @ CL
EG @ CL PG @ CL
EXISTING
GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
3:1 3:1
3:1 3:1
3:13:1
12" GRADED AGGREGATE BASE
COMPACTED TO 98% MODIFIED PROCTOR
WRAPPED WITH TYPE 2 GEOTEXTILE FABRIC
CONCRETE PAD
0.50' (TYP)
1.00'
(TYP)
CONCRETE PAD
0.50' (TYP)
1.00'
(TYP)
SOIL BORING O-5
(SEE SHEET B-101) SOIL BORING O-6
(SEE SHEET B-101)
3:1
INDEX: OF
C-303
R O
A D
W A
Y C
R O
S S
S E
C
TI
O N
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-3
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 /1
3/
:3
P M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
10' 0' 10' 20'
HORIZONTAL SCALE: 1''=10'
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
4+80.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
5+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
5+20.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
5+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
5+60.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-2.00%-2.00%
-2.00%-2.00%
-2.00%-2.00%
-1.53%-1.03%
-1.34%-0.24%
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
6+20.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
5+80.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
E
LE
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
6+00.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
3.
3.
3.
3.
3.
3.
3.
3.
3.
3.
2.
2.
2.
PROPOSED
GROUND
R O
W
EXISTING
UNDERGROUND UTILITY
EXISTING
GROUND
RIGHT-OF-WAY LIMITS
GUARDRAIL
PROPOSED ROADWAY
COMPONENTS
2.00% 2.00%
ROADWAY CROSS
SLOPE LABEL
LEGEND
PROPOSED
GROUND
X .X
X EXISTING GROUND
ELEVATION @ CL
X .X
X PROPOSED GROUND
ELEVATION @ CL
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL PG @ CL
EG @ CL PG @ CL
EG @ CL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PROPOSED
GROUND
3:1
3:13:1
INDEX: OF
C-304
R O
A D
W A
Y C
R O
S S
S E
C
TI
O N
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-3
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
10' 0' 10' 20'
HORIZONTAL SCALE: 1''=10'
V A
TI
O
N
E
LE
V A
TI
O
N
DISTANCE FROM BASELINE (FEET)
6+40.00
-6
-4
-2
-6
-4
-2
R O
W
R O
W
-50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50
3.
APPROXIMATE LOCATION OF
EX. 12" SEWER FORCE MAIN
APPROX. LOCATION OF EX. 6"
LOW PRESSURE SEWER FORCE MAIN
APPROX. LOCATION
OF EX. 14" WATER MAIN
EG @ CL
R O
W
EXISTING
UNDERGROUND UTILITY
EXISTING
GROUND
RIGHT-OF-WAY LIMITS
GUARDRAIL
PROPOSED ROADWAY
COMPONENTS
2.00% 2.00%
ROADWAY CROSS
SLOPE LABEL
LEGEND
PROPOSED
GROUND
X .X
X EXISTING GROUND
ELEVATION @ CL
X .X
X PROPOSED GROUND
ELEVATION @ CL
EXISTING GROUND
INDEX: OF
C-305
R O
A D
W A
Y C
R O
S S
S E
C
TI
O N
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-3
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
10' 0' 10' 20'
HORIZONTAL SCALE: 1''=10'
9.00' 10.00' 10.00' 9.00'
*2.00%*2.00%
0.50'
0.50'
PGL
3:1
5.42' 5.42'
GUARDRAIL GUARDRAIL
2.00%
3:1
2.00%
1.5" 424A-360-WEARING COURSE:
SUPERPAVE BITUMINOUS CONCRETE
WEARING SURFACE LAYER, 1/2" MAX
AGGREGATE SIZE, ESAL RANGE C/D
1.5" 424B-649-UPPER BINDER:
SUPERPAVE BITUMINOUS CONCRETE
UPPER BINDER LAYER, 3/4" MAX
AGGREGATE SIZE, ESAL RANGE C/D
8" GRADED AGGREGATE BASE
COMPACTED MIN. 98% MODIFIED PROCTOR
12" STABILIZED SUBGRADE, LBR 40
COMPACTED TO 100% ASTM D 1557
TACK COAT
PRIME COAT
INDEX: OF
C-501
C
IV
IL
D
E
TA
IL
S
/1 0/
ZS ZS
M S
JH
D1 C-101
ROADWAY TYPICAL SECTION
SCALE: NTS
C-101 & C-102
C1 C-501
PAVEMENT TYPICAL SECTION
SCALE: NTS
C1 C-501
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-5
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
* PAVEMENT CROSS SLOPE TRANSITIONS FROM MATCHING EXISTING GRADE TO 2.00% BETWEEN STATIONS 0+75 AND 1+25, AND FROM 2.00% TO MATCHING EXISTING GRADE BETWEEN STATIONS 5+25 AND 5.75.
C-502
B O
X C
U
LV
E R
T D
E
TA
IL
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-5
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 /1
2/
:3
P M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
LEGEND: DETAIL NOT RELEVANT TO THIS PROJECT
C-503
B O
X C
U
LV
E R
T D
E
TA
IL
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-5
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
C-504
B O
X C
U
LV
E R
T D
E
TA
IL
S
/1 0/
ZS ZS
M S
JH
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
S ub m itt ed b y:
D ra w in g
S ca le
P lo t s ca
N P ro je ct w in g co cr ip tio n
D at e A pp r.
M ar k
A
LA
B A
M A
C O
N N
E C
TI
N
G C
O A
S
TA
L W
A
TE
R S
M A
R S
H R
E S
TO
R
A
TI
O N
IN
O
Y S
TE
R
B A
Y
Sheet Reference No.
1:
(D S
H E
E T)
-0
SEAL
N
. W at er S tre et
S ui te
M ob ile , A
L
E
21 3 4 5
Fi le
: Q :\B
R \9
3-
A la ba m a-
C on ne ct in g
C oa st al
W at er s\
0_
C A
D D
A ct iv e\ _S ite
\9
5-
S ite
3_ C
-5
; P lo tte d:
1/
/2
:5
A M b y
S
TU
H R
, Z A
C K; S av ed
: 1 0/
/2
:1
P
M b y
ZS
TU
H R
D
C
B
A
M A
R Y
B E
TH
S
U
LL
IV
A
N M
O
FF
A
TT
N
IC
H
O L
21 3 4 5 6
E
D
C
B
A
DRAWING SCALES SHOWN BASED ON 24"x36" DRAWING
AutoCAD SHX Text
LINE WITH FILTER FABRIC PER SPECIFICATIONS
AutoCAD SHX Text
LINE WITH FILTER FABRIC PER SPECIFICATIONS
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LEGEND: DETAIL NOT RELEVANT TO THIS PROJECT
DIMENSION SHOWN ON PLANS
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ALDOT SPECIFICATION 502.
ALDOT SPECIFICATION 502.
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Face of Straight
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LEGEND: DETAIL NOT RELEVANT TO THIS PROJECT
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PER GRADING SHOWN IN PLANS.
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CONCRETE APRON CONNECTION DETAIL
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LEGEND: DETAIL NOT RELEVANT TO THIS PROJECT
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CONCRETE BARRIER RAIL PER CBR-1
CONCRETE BARRIER RAIL PER CBR-1
OF
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ROAD
CLOSED
MAINTENANCE OF TRAFFIC GENERAL NOTES:
1. TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH PROJECT PLANS, THE CURRENT EDITION OF
THE ALABAMA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, THE CURRENT EDITION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE LATEST MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
2. THE CONTRACTOR SHALL PROVIDE CONTINUED ACCESS TO PUBLIC/PRIVATE PROPERTY IN A SAFE
AND FEASIBLE MANNER IN AREAS IMPACTED BY THE PROJECT CONSTRUCTION UNTIL ALL SUCH
ACCESS CAN BE RESTORED PERMANENTLY. ANY ADDITIONAL INTERRUPTIONS TO NORMAL
TRAFFIC PATTERNS, WHICH ARE NOT SHOWN IN THE TRAFFIC CONTROL PLAN, BUT ARE
NECESSARY TO CONSTRUCT THE PROJECT SHALL BE SUBMITTED IN WRITING TO THE OWNER AND
APPROVAL SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF WORK. SUBMITTAL MATERIAL
SHALL INCLUDE SKETCHES, CALCULATIONS, AND OTHER DATA AND SHALL BE SIGNED AND SEALED
BY A ALABAMA REGISTERED ENGINEER. ALL COSTS FOR MAINTENANCE OF TRAFFIC PLANS AND
MEASURES SHALL BE COVERED/INCLUDED IN THE CONTRACTOR'S BID.
3. THE CONTRACTOR SHALL PLACE AND MAINTAIN ADEQUATE BARRICADES, CONSTRUCTION SIGNS, FLASHING LIGHTS, AND FLAGGERS DURING PROGRESS OF CONSTRUCTION WORK AND UNTIL IT IS
SAFE FOR BOTH PEDESTRIAN AND VEHICULAR TRAFFIC.
4. THE CONTRACTOR SHALL NOT BLOCK OR OBSTRUCT ANY LANES, ROADS, OR DRIVES WITHOUT
FIRST RECEIVING PERMISSION FROM THE OWNER. FULL CLOSURE (BOTH LANES) OF SINGLE
BLOCKS MAY BE APPROVED BY THE OWNER UNLESS SHOWN ON TRAFFIC CONTROL PLANS.
5. CONFLICTING OR MISLEADING PAVEMENT MARKINGS SHALL BE REMOVED BY WATER BLASTING OR
OTHER METHODS APPROVED BY THE OWNER. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE
PROJECT CONSTRUCTION SITE LIMITS, WHICH ARE ALTERED SHALL BE REPLACED UPON
COMPLETION OF THE PROJECT. REMOVAL OF EXISTING PAVEMENT MARKINGS AND APPLICATION
OF REMOVABLE OR TEMPORARY PAVEMENT MARKINGS SHALL BE COMPLETED IN ACCORDANCE
WITH ALDOT STANDARDS.
6. CONFLICTING OR MISLEADING SIGNAGE SHALL BE REMOVED OR COVERED FOR THE DURATION OF
CONSTRUCTION OR UNTIL THE CONFLICT NO LONGER EXISTS.
7. ARROWS DENOTE DIRECTION OF TRAFFIC ONLY AND DO NOT REFLECT PAVEMENT MARKINGS,
UNLESS OTHERWISE NOTED.
8. TRAFFIC CONDITIONS, ACCIDENTS AND OTHER UNFORESEEN EMERGENCY CONDITIONS MAY
REQUIRE THE OWNER TO RESTRICT OR REMOVE LANE CLOSURE OR CHANNELIZATION DEVICES
SHOWN IN THE PLANS. THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS
DIRECTED BY THE OWNER WITHOUT DELAY UNDER THESE CONDITIONS. THE CONTRACTOR SHALL
ALSO RESPOND WITHIN TIME CONSTRAINTS OUTLINED IN THE TECHNICAL SPECIFICATIONS AND SPECIAL PROVISIONS UPON NOTIFICATION BY THE OWNER TO ANY REQUESTS FOR CORRECTION, IMPROVEMENT OR MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES.
9. ACCESS TO ALL SIDE STREETS, COMMERCIAL BUSINESSES, RESIDENCIES, AND DRIVEWAYS WILL
BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
10. CONTRACTOR SHALL MAINTAIN AND KEEP SIDE ROAD NAME IDENTIFICATION VISIBLE DURING
CONSTRUCTION IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC.
11. ALL DROP-OFF CONDITIONS WITHIN THE PROJECT CONSTRUCTION SITE LIMITS WILL BE MITIGATED
IN ACCORDANCE WITH ALDOT STANDARDS.
12. ALL OPEN CUT TRENCHES OR DROP OFFS SHALL BE SHIELDED FROM TRAFFIC. COST FOR
TEMPORARY BARRIER WALL SHALL BE INCLUDED IN THE COST FOR ALL TRAFFIC CONTROL
DEVICES FOR CONSTRUCTION ZONES.
13. NO OPEN PITS OR TRENCHES SHALL BE ALLOWED TO REMAIN WHEN WORKERS ARE NOT
PRESENT. CONTRACTOR SHALL BACKFILL ALL TRENCHES AND PITS AT THE END OF EACH WORK
DAY.
14. NO CONSTRUCTION ACTIVITIES SHALL TAKE PLACE AT NIGHT (4PM - 7 AM).
15. CONTRACTOR MAY WORK WEEKENDS BETWEEN THE HOURS OF 7AM - 4PM WITH PRIOR APPROVAL
FROM THE OWNER. WRITTEN NOTICE TO THE OWNER MUST BE SUBMITTED FOR APPROVAL 7
DAYS PRIOR TO THE PROPOSED CONSTRUCTION ACTIVITIES TO BE PERFORMED ON WEEKENDS.
MAINTENANCE OF TRAFFIC PHASING NOTES:
1. INSTALL EROSION CONTROL DEVICES.
2. INSTALL TRAFFIC CONTROL AND DETOUR SIGNAGE FOR CR 4 PER THIS SHEET. MAINTAIN TRAFFIC
ACCORDING TO ALDOT STANDARDS.
3. PERFORM STORMWATER DRAINAGE CONSTRUCTION AND ROAD REPAIR CONSTRUCTION ON CR 4.
MAINTAIN TRAFFIC ACCORDING TO ALDOT STANDARDS.
4. REMOVE DETOUR SIGNAGE AND SHIFT TWO WAY TRAFFIC BACK TO CR 4.
OYSTER BAY RD. (CR 4)
NOTES:
1. DETOUR SIGNAGE IS IN ADDITION TO THE ADVANCED…
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