11 LEV VOR Road As-builts 6_17-25.pdf
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- Solicitation number
- 6973GH-26-R-00088
About this file
This document is a comprehensive set of as-built engineering drawings for an access road project at the Leeville Very High Frequency Omnidirectional Radio Range (VORTAC) facility in Leeville, Louisiana, prepared for the Federal Aviation Administration (FAA) under the Department of Transportation.
The drawings detail a complete 29.1-station-mile access road with associated infrastructure improvements including four retaining wall systems (Walls 1A/1B, 2, 2A/2B, and 3 totaling approximately 2,082 linear feet), bridge bulkhead and sheet pile protection, slope stability blankets, rock riprap slope protection, and drainage systems. The road construction incorporates typical cross-sections with crown and super-elevated configurations, pavement consisting of base and surface courses over structural fill with geotextile reinforcement, and preventive maintenance programs for aggregate surfaces. Retaining walls utilize TruLine modular concrete cells with sheet piling support, ranging from 8 to 14 feet in depth and up to 3.15 feet in height. Horizontal and vertical controls are provided across five dimension control plan sheets, with centerline alignment data documenting curves and straight segments. The project includes fiber optic conduit installation with nine manholes distributed along the alignment and protective measures for an existing bridge structure including sheet pile protection, bulkhead details, and embankment fill specifications. All drawings are dated June 17, 2025 (barrier wall and access road reconnaissance revision) with original issue date February 16, 2023, and are produced in MicroStation format under FAA Technical Operations Central Service Area infrastructure engineering services.
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Text version
05/06/2022
MICHELLE C. SHERMAN
MGR: ENGINEERING - FORT WORTH
GRAND ISLE
BLEV-D-VOR-G100
MAH
MAH
VOR
ACCESS ROAD
COVER SHEET AND VICINITY MAP
le v -d -v o r-g .d w g
INFRASTRUCTURE
ENGINEERING SERVICES
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
1800563
A 02/16/2023 FIELD REVISION 1800563 MAH
B 06/17/2025 BARRIER WALL,ACCESS RD RECON (M.HERRERA) 1800563 06/03/2025 MAH
LA
NOT TO SCALE
VORTAC LOCATION
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
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C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:2
:4
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-g .d w g
8 234567
H
G
F
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A
B
IS
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D F
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M
A
T O
F TRANSPO
R T A T
IO
N
M
E R
IC
A
OF
STATES
U N
IT
E D
D E P A R
TM
EN
AVIA
T
IO
N
L A
R
E D
E F
TRAT
IO
N
SI
NI
M
D A
ACCESS ROAD
LEEVILLE, LOUISIANA
OMNIDIRECTIONAL RADIO RANGE (VORTAC)
LEEVILLE VERY HIGH FREQUENCY
TO N
EW
ORL
EANS
HWY 9
HWY 1
H W
Y
HOUMA
VORTAC
LEEVILLE,
HWY 1
H W
Y
H W
Y
ALEV-D-VOR-G101
MAH
DRAWING INDEX AND GENERAL NOTES
le v -d -v o r-g .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
1800563
A 06/17/2025 BARRIER WALL,ACCESS RD RECON (M.HERRERA) 1800563 06/03/2025 MAH
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
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A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:2
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-g .d w g
8 234567
H
G
F
E
D
C
A
B
IS
S
U E
D F
O R
E D
M
DRAWING DESCRIPTIONDRAWING NUMBER
COVER SHEET AND VICINITY MAPLEV-D-VOR-G100
LEV-D-VOR-G101 DRAWING INDEX AND GENERAL NOTES
LEV-D-VOR-C010 ACCESS ROAD HORIZONTAL DIMENSION CONTROL
LEV-D-VOR-C011 ACCESS ROAD DIMENSION CONTROL
LEV-D-VOR-C012 ACCESS ROAD DIMENSION CONTROL
LEV-D-VOR-C013 ACCESS ROAD DIMENSION CONTROL
LEV-D-VOR-C014 ACCESS ROAD DIMENSION CONTROL
LEV-D-VOR-C100 ACCESS ROAD
PLAN STA 0+00 TO STA 6+00
PLAN & PROFILE STA 0+00 TO STA 6+00
PLAN & PROFILE STA 6+00 TO STA 12+00
PLAN & PROFILE STA 12+00 TO STA 17+50
PLAN & PROFILE STA 17+50 TO STA 23+50
PLAN & PROFILE STA 23+50 TO STA 29+00
LEV-D-VOR-C101 ACCESS ROAD
LEV-D-VOR-C102 ACCESS ROAD
LEV-D-VOR-C103 ACCESS ROAD
PLAN & PROFILE STA 6+00 TO STA 12+00
PLAN & PROFILE STA 12+00 TO STA 17+50
PLAN & PROFILE STA 17+50 TO STA 23+50
LEV-D-VOR-C104 ACCESS ROAD
PLAN & PROFILE STA 23+50 TO STA 29+00
LEV-D-VOR-C200 OVERALL RETAINING WALL PLAN
LEV-D-VOR-C201
LEV-D-VOR-C202
LEV-D-VOR-C203
LEV-D-VOR-C204
RETAINING WALL 2B
RETAINING WALL 2 & 2B
RETAINING WALLS 2 & 2A
RETAINING WALL 3
LEV-D-VOR-C301 ACCESS ROAD TYPICAL CROSS SECTIONS
LEV-D-VOR-C302 ACCESS ROAD TYPICAL CROSS SECTION 2 OF 2
LEV-D-VOR-C303 ACCESS ROAD TRULINE RETAINING WALL DETAILS
LEV-D-VOR-C111 ACCESS ROAD OVERALL SITE MAP
LEV-D-VOR-C306 ACCESS ROAD SLOPE STABILITY BLANKET DETAILS
LEV-D-VOR-C307 BRIDGE SHEET PILE PROTECTION
LEV-D-VOR-C308 BRIDGE BULKHEAD & WAVE WALL PROTECTION
LEV-D-VOR-C401 ACCESS ROAD RETAINING WALL PANELS & DETAILS
LEV-D-VOR-C402 ACCESS ROAD RETAINING WALL PANELS & DETAILS
LEV-D-VOR-C403 ACCESS ROAD RETAINING WALL PANELS & DETAILS
LEV-D-VOR-C333 ACCESS ROAD OVERALL F/O LAYOUT PLAN & DETAILS
DRAWING INDEX
SOME MOVEMENTS/RUTTING MAY STILL OCCUR, AND REPAIRS MAY BE REQUIRED.
IS RECOMMENDED TO DETERMINE THE TYPE AND EXTENT OF PREVENTIVE MAINTENANCE. EVEN WITH PERIODIC MAINTENANCE, MATERIAL FROM ADJACENT AREAS. PRIOR TO IMPLEMENTING ANY MAINTENANCE, ADDITIONAL ENGINEERING OBSERVATION
THAT EXHIBIT DEPRESSIONS. THESE AREAS SHOULD BE FILLED WITH ADDITIONAL LIMESTONES RATHER THAN SCALPING OF
TIME THE PLACEMENT OF ADDITIONAL LIMESTONE MATERIAL WILL LIKELY BE REQUIRED WITHIN AGGREGATE PAVED AREAS
SURFACE MAINTENANCE PROGRAM AND PROVIDES THE HIGHEST RETURN ON INVESTMENT FOR AGGREGATE SURFACES. OVER
SURFACE INVESTMENT. PREVENTIVE MAINTENANCE IS USUALLY THE PRIORITY WHEN IMPLEMENTING A PLANNED AGGREGATE
MANAGEMENT PROGRAM TO SLOW THE RATE OF AGGREGATE SURFACE DETERIORATION, AND TO PRESERVE THE AGGREGATE
PREVENTIVE MAINTENANCE PLANNED AND PROVIDED FOR THROUGH AN ONGOING AGGREGATE SURFACE
POST CONSTRUCTION PREVENTIVE MAINTENANCE (FOR FAA TECH OPS LOCAL PERSONNEL):
PLAN & PROFILE STA 0+60.00 TO STA 1+60.00 LT & RT
LEV-D-VOR-C318 TIE ROD REINFORCING
ALEV-D-VOR-C010
MAH
ACCESS ROAD HORIZONTAL DIMENSION CONTROL
PLAN STA 0+00 TO STA 6+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
WATER EDGE
SEAWALL
SEAWALL
HORIZONTAL DIMENSIONAL CONTROL PLAN
SCALE: 1" = 20'-0"C010
ROAD CROSS SECTION DETAIL
SCALE: 1" = 20'-0"C010
ENTRANCE/GATE
ACCESS ROAD
NOT TO SCALE
KEY MAP
WATER EDGE
ROAD CENTERLINE
WATER EDGE
ROAD EDGE
BULKHEAD EDGE
BULKHEAD EDGE
BRIDGE DECK
ROAD EDGE
ROAD EDGE
WATER EDGESTART TIE RODS & WALERS
& WALERS NEXT SHEET
CONTINUE TIE RODS
C= 216.8
R= 220.4
223.87+235+00CURVECL-6C
49.95+004+50STRAIGHT LINECL-5C
C= 198.9
R= 668.7
199.64+502+50CURVECL-4C
C= 99.33
R= 344.4
99.72+501+50CURVECL-3C
79.81+500+71STRAIGHT LINECL-2L
70.60+710+00STRAIGHT LINECL-1L
BEARINGLENGTHEND STATION - PTSTART STATION - PCTYPESEGMENT ID
CENTERLINE ALIGNMENT DATA
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:3
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
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DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA 2+50
STA 0+00
STA 1+50
STA 1+00
STA 0+50
STA 2+00
STA 3+00
STA 3+50 STA 4+00
STA 4+50
STA 5+00
S T
A
STA 5+50
IS
S
U E
D F
O R
E D
M
L O
U
IS
IA
N A H
IG
H W
A Y
S T
A R T S
E A
W A L L
S T
A
.5 O
F F S E T L
T
S T
A R T B
R
ID
G E D
E C
K
S T
A
C
L
E N
D B
R
ID
G E D
E C
K
S T
A
C
L
S T
A R T S
E A
W A L L
S T
A
.5 O F F S E T R
T
20' 0 20' 40'
SCALE: 1" = 20'
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
TRANSITION TO CROWN BRIDGE CONCRETE DECK CROWN CROWN CROWN W/ WALLS
SEE SECTION TRANSITION
NOTE SHEET LEV-D-VOR-C301 SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 3
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 4
TRANSITION
TO BRIDGE
DECK
TO CROWN
TRANSITION
SEE SECTION TRANSITION
NOTE SHEET LEV-D-VOR-C301 NOTE SHEET LEV-D-VOR-C301
SEE SECTION TRANSITION
CENTERLINE ALIGNMENT ABBREVIATIONS:
ROAD CROSS SECTION NOTES:
REFER TO PAVEMENT SECTION 1 & 2 NOTES ON SHEET LEV-D-VOR-C301 FOR ROAD PAVEMENT DESIGN.2.
REFER TO SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR DETAILS ON ROAD SECTIONS.1.
M A T C H
LI
N E
R E
FE
R T
O L
E V -D -V
O R -C
POINT OF TANGENCY
POINT OF CURVATURE
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
HORIZONTAL CURVE ARC LENGTH
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE RADIUS
CENTERLINE - 1 LINE
PT
PC
I
C
L
R
CL-2C
CL-1L
LEGEND:
TIE ROD @ 10 FT WALL REINFORCING
ROAD CURVE CHORD
ROAD CENTERLINE CURVE
ROAD CENTERLINE
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
CENTERLINE AS CLOSE AS POSSIBLE.
CHORDS. THESE ARE SUED TO LOCATE POINTS ALONG THE ROAD
SEE LEGEND REGARDING ROADWAY CENTERLINE, CURVE AND 3.
ALL DISTANCES ARE PROVIDED IN FEET.2.
THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED
EXACT CURVE RADIUS AND CURVATURE BUT THIS DATA LOCATES
CONTROL. THE GRAVEL ROAD NOT NECESSARILY FOLLOWS THE
COMBINATION OF STRAIGHT LINES AND CURVES FOR ROAD
CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALIGNMENT ALONG 1.
TIE RODS & WALERS NOTES:
2. REFER TO SHEETS C-201, C-202 & C-203 FOR TIE RODS & WALERS LOCATION.
REFER TO SHEET C-XXX FOR DETAILS ON TIE RODS AND WALERS.1.
N
HORIZONTAL CURVE
DATA
ALEV-D-VOR-C011
MAH
ACCESS ROAD DIMENSION CONTROL
PLAN & PROFILE STA 6+00 TO STA 12+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
SEAWALL
WATER EDGE
WATER EDGE
CENTERLINE
ROAD
SEAWALL
KEY MAP
SCALE: 1" = 20'-0"C011
SCALE: 1" = 20'-0"C011
WATER EDGE
WATER EDGE
ROAD EDGE
ROAD EDGE
START TIE RODS & WALERS
END TIE RODS & WALERS
END TIE RODS & WALERS
124.912+0610+81STRAIGHT LINECL-11L
99.610+819+81STRAIGHT LINECL-10L
C= 126.5
R= 164.9
129.69+818+52CURVECL-9C
50.88+528+01STRAIGHT LINECL-8L
C= 76.4
R= 109.4
78.08+017+23CURVECL-7C
DATA
HORIZONTAL CURVE
BEARINGLENGTHEND STATION - PTSTART STATION - PCTYPESEGMENT ID
CENTERLINE ALIGNMENT DATA
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:0
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA 6+50
STA 7+00
STA 6+00
STA
8+00
STA
8+50
STA 9
+00
STA 9+50
STA 10+00
STA 10+50
STA 11+00
STA 11+50
STA 12+00
STA 12+50
STA 7+50
CL-6C
CL-7
C
CL-
8L
CL-9C
CL-10L
CL-11L
IS
S
U E
D F
O R
E D
M
M A T
C H
L
IN
E
END
SE
AW
AL
L
ST
A 7+
.5 ' O
FF
SE
T
RT
EN
D S
EA
W
A
LL
ST
A 0+
.5 ' O
FF
SE
T
T
S
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
S T
A
.0
CROWN W/ WALLS CROWN W/ WALLSTRANSITION TO SE SUPER ELEVATED (SE) TRANSITION TO CROWN S T
A
.0
TRANSITION TO SE SUPER ELEVATED (SE)
20' 0 20' 40'
SCALE: 1" = 20'
CENTERLINE ALIGNMENT ABBREVIATIONS:
ROAD CROSS SECTION NOTES:
1. REFER TO SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR DETAILS ON ROAD SECTIONS.
2. REFER TO PAVEMENT SECTION 1 & 2 NOTES ON SHEET LEV-D-VOR-C301 FOR ROAD PAVEMENT DESIGN.
SEE TYPICAL ROAD SECTION 4
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 1/2
SHEET LEV-D-VOR-C302
SEE SECTION TRANSITION NOTE
SHEET LEV-D-VOR-C301
SEE TYPICAL ROAD SECTION 4
SHEET LEV-D-VOR-C302
SEE SECTION TRANSITION NOTE
SHEET LEV-D-VOR-C301
SEE SECTION TRANSITION NOTE
SHEET LEV-D-VOR-C301
SEE TYPICAL ROAD SECTION 1/2
SHEET LEV-D-VOR-C302
POINT OF TANGENCY
POINT OF CURVATURE
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
HORIZONTAL CURVE ARC LENGTH
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE RADIUS
CENTERLINE - 1 LINE
PT
PC
I
C
L
R
CL-2C
CL-1L
N
LEGEND:
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
START SEAW
ALL
STA 7+
80 9.3' O
FFSET RT
ROAD CURVE CHORD
ROAD CENTERLINE CURVE
ROAD CENTERLINE
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
CENTERLINE AS CLOSE AS POSSIBLE.
CHORDS. THESE ARE SUED TO LOCATE POINTS ALONG THE ROAD
SEE LEGEND REGARDING ROADWAY CENTERLINE, CURVE AND 3.
ALL DISTANCES ARE PROVIDED IN FEET.2.
THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED
EXACT CURVE RADIOUS AND CURVATURE BUT THIS DATA LOCATES
CONTROL. THE GRAVEL ROAD NOT NECESARILLY FOLLOWS THE
COMBINATION OF STRAIGHT LINES AND CURVES FOR ROAD
CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALINGMENT ALONG 1.
TIE RODS & WALERS NOTES:
WALLERS LOCATION.
2. REFER TO SHEETS C-201, C-202 & C-203 FOR TIE RODS &
REFER TO SHEET C-XXX FOR DETAILS ON TIE RODS AND WALERS.1.
R E F E R T
O L
E V -D -V
O R -C
R E F E
R T
O L
E V -D -V
O R -C
M A T
C H
L
IN
ALEV-D-VOR-C012
MAH
PLAN & PROFILE STA 12+00 TO STA 17+50
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
KEY MAP
WATER EDGE
SEA ALL
ROAD CENTERLINE
SCALE: 1" = 20'-0"C012
SCALE: 1" = 20'-0"C012
NOT TO SCALE
KEY MAP
WATER EDGE
ROAD EDGE
ROAD EDGE
WAVE PROTECTION
WATER EDGE
ROAD EDGE
ROAD EDGE
95.718+0317+07STRAIGHT LINECL-14L
C= 206.3
R= 966.7
206.717+0715+01CURVECL-13C
C= 293.77
R= 1097.8
294.715+0112+06CURVECL-12C
DATA
HORIZONTAL CURVE
BEARINGLENGTHEND STATION - PTSTART STATION - PCTYPESEGMENT ID
CENTERLINE ALIGNMENT DATA
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:3
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA
+00
STA
+00
STA 1
3+50
STA 1
4+00
STA 1
4+50
STA 15
+00
STA 15+50
STA 16+00
STA
+50
STA 17+00 STA 17+50 STA 18+00
STA 16+50
IS
S
U E
D F
O R
E D
M
20' 0 20' 40'
SCALE: 1" = 20'
M A T
C H
L
IN
E
R E F E R T
O
LE
V -D -V
O R -C
S T
A
.0
S T
A
.0
SUPER ELEVATED CROWN
SEE TYPICAL ROAD SECTION 1/2
SHEET LEV-D-VOR-C302
SEE SEE TYPICAL ROAD SECTION 3
SHEET LEV-D-VOR-C302
S T
A
.0
S T
A
.0
TRANSITION TO CROWN
SEE SECTION TRANSITION
NOTE SHEET LEV-D-VOR-C301
CENTERLINE ALIGNMENT ABBREVIATIONS:
ROAD CROSS SECTION NOTES:
1. REFER TO SHEETS LEV-D-VOR- C301 & LEV-D-VOR- C302 FOR DETAILS ON ROAD SECTIONS.
2. REFER TO PAVEMENT SECTION 1 & 2 NOTES ON SHEET LEV-D-VOR- C301 FOR ROAD PAVEMENT DESIGN.
POINT OF TANGENCY
POINT OF CURVATURE
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
HORIZONTAL CURVE ARC LENGTH
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE RADIUS
CENTERLINE - 1 LINE
PT
PC
I
C
L
R
CL-2C
CL-1L
LEGEND:
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
STA 13+50
PROTECTION
START WAVE
ROAD CURVE CHORD
ROAD CENTERLINE CURVE
ROAD CENTERLINE
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
CENTERLINE AS CLOSE AS POSSIBLE.
CHORDS. THESE ARE SUED TO LOCATE POINTS ALONG THE ROAD
SEE LEGEND REGARDING ROADWAY CENTERLINE, CURVE AND 3.
ALL DISTANCES ARE PROVIDED IN FEET.2.
THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED
EXACT CURVE RADIUS AND CURVATURE BUT THIS DATA LOCATES
CONTROL. THE GRAVEL ROAD NOT NECESSARILY FOLLOWS THE
COMBINATION OF STRAIGHT LINES AND CURVES FOR ROAD
CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALIGNMENT ALONG 1.
E N
D S
E A
W A
LL
S T A .6 O F F S E T R
T
N
R E F E R T
O L
E V -D -V
O R -C
M A
T C
H L
IN
ALEV-D-VOR-C013
MAH
PLAN & PROFILE STA 17+50 TO STA 23+50
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
CENTERLINE
ROAD
ROAD EDGE
NOT TO SCALE
KEY MAP
STA 23+18.6
PROTECTION
END WAVE
SCALE: 1" = 20'-0"C013
SCALE: 1" = 20'-0"C013
WATER EDGE
WAVE PROTECTION
ROAD EDGE
ROAD EDGE
ROAD EDGE
CENTERLINE
ROAD
WATER EDGE
WATER EDGE
WAVE PROTECTION
28.623+1022+82STRAIGHT LINECL-19L
120.722+8221+61STRAIGHT LINECL-18L
21.221+6121+40STRAIGHT LINECL-17L
256.221+4018+83STRAIGHT LINECL-16L
77.318+8318+06STRAIGHT LINECL-15L
DATA
HORIZONTAL CURVE
BEARINGLENGTHEND STATION - PTSTART STATION - PCTYPESEGMENT ID
CENTERLINE ALIGNMENT DATA
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:0
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA 17+50
STA 18+00
STA 18+50
STA 19+00
STA 1
9+50
STA 20
+00
STA 20
+50
STA 21
+00
STA 21+50 STA 22+00 STA 22+50 STA 23+00.00
STA 23+50
IS
S
U E
D F
O R
E D
M
M A
T C
H L
IN
E
R E F E R T
O L
E V -D -V
O R -C
M A T
C H
L
IN
E R E F E R T
O L
E V -D -V
O R -C
S T
A
.0
S T
A
.0
S T
A
.0
TRANSITION TO S.E.CROWN SUPER ELEVATED
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 3
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 1/2
S T
A
.0
NOTE SHEET LEV-D-VOR-C301
SEE SECTION TRANSITION
20' 0 20' 40'
SCALE: 1" = 20'
CENTERLINE ALIGNMENT ABBREVIATIONS:
ROAD CROSS SECTION NOTES:
1. REFER TO SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR DETAILS ON ROAD SECTIONS.
2. REFER TO PAVEMENT SECTION 1 & 2 NOTES ON SHEET LEV-D-VOR-C301 FOR ROAD PAVEMENT DESIGN.
POINT OF TANGENCY
POINT OF CURVATURE
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
HORIZONTAL CURVE ARC LENGTH
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE RADIUS
CENTERLINE - 1 LINE
PT
PC
I
C
L
R
CL-2C
CL-1L
LEGEND:
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
ROAD CURVE CHORD
ROAD CENTERLINE CURVE
ROAD CENTERLINE
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
CENTERLINE AS CLOSE AS POSSIBLE.
CHORDS. THESE ARE SUED TO LOCATE POINTS ALONG THE ROAD
SEE LEGEND REGARDING ROADWAY CENTERLINE, CURVE AND 3.
ALL DISTANCES ARE PROVIDED IN FEET.2.
THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED
EXACT CURVE RADIUS AND CURVATURE BUT THIS DATA LOCATES
CONTROL. THE GRAVEL ROAD NOT NECESSARILY FOLLOWS THE
COMBINATION OF STRAIGHT LINES AND CURVES FOR ROAD
CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALIGNMENT ALONG 1.
S T A .5 O F F S E T R
T
S T A R T S
E A
W A L
ALEV-D-VOR-C014
MAH
PLAN & PROFILE STA 23+50 TO STA 29+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
ROAD CENTERLINE
WATER EDGE
SEAWALL
WATER EDGE
SCALE: 1" = 20'-0"C014
NOT TO SCALEC014
1.437
PP1
2.015
PP1
11.856
LTPOLE
1.81
PP2
1.661
PP2
1.625
PP2
ROAD EDGE
ROAD EDGE ROAD EDGE
10.029+9128+91STRAIGHT LINECL-25L
31.928+9128+59STRAIGHT LINECL-24L
60.128+5927+99STRAIGHT LINECL-23L
145.427+9926+54STRAIGHT LINECL-22L
195.226+5424+59STRAIGHT LINECL-21L
C= 145.7
R= 226.8
148.324+5923+10CURVECL-20C
DATA
HORIZONTAL CURVE
BEARINGLENGTHEND STATION - PTSTART STATION - PCTYPESEGMENT ID
CENTERLINE ALIGNMENT DATA
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:3
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA
+50
STA
+00
STA 25+00 STA 25+50 STA 26+00
STA 24+50
STA 26+50 STA 27+00 STA 27+50 STA 28+00
STA 28+50
S
A
S
IS
S
U E
D F
O R
E D
M
EN
D
SEAW
ALL
STA 27+
56 9' O
FFSET R
T
PROJEC
T END
AT ST
A 29+
CONTINUE
S T
A
.0
S T
A
.0
TRANSITION TO CROWNS
T
A
.0
SUPER ELEVATED S
T
A
.0
CROWN
20' 0 20' 40'
SCALE: 1" = 20'
CENTERLINE ALIGNMENT ABBREVIATIONS:
ROAD CROSS SECTION NOTES:
1. REFER TO SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR DETAILS ON ROAD SECTIONS.
2. REFER TO PAVEMENT SECTION 1 & 2 NOTES ON SHEET LEV-D-VOR-C301 FOR ROAD PAVEMENT DESIGN.
3.493
3.087
2.804
6.205
4.851
4.637
4.476
3.011
3.277
3.939
3.873
3.822
3.571
3.942
3.546
3.097
2.509
2.278
5.117
2.416
3.633
3.969
3.312
3.39
3.886
4.055
3.694
3.527
3.761
4.117
4.587
4.055
3.977
3.391
2.665
4.105
4.707
4.856
3.806
4.264
3.093
4.102
2.863
3.203
2.125
2.651
2.987
2.789
3.644
3.207
3.65
3.086
3.233
5.209
2.783
3.41
2.719
3.824
3.161
2.703
3.551
2.52
3.604
2.524
1.569
2.658
2.175
3.449
2.578
5.683
2.291
3.057
2.198
2.516
1.946
3.058
2.334
2.798
2.439
2.064
1.54
2.791
1.515
2.491
1.787
2.233
1.355
2.42
3.498
2.378
3.611
2.518
3.377
3.116
3.569
2.419
1.825
4.356
5.037
4.244
4.157
4.108
4.026
4.054
4.022
4.134
4.002
4.105
4.167
5.556
5.297
5.891
5.999
6.468
6.271
6.501
5.386
5.454
5.864
5.307
5.662
5.613
6.219
5.495
6.09
5.511
5.051
6.271
6.199
5.493
6.201
6.127
5.59
7.134
6.86
6.156 8.9198.4136.8995.4834.8466.5127.63
6.9079.1837.5967.0017.367 3.7193.792
3.824 3.731
3.7873.927 3.908
3.822
5.493
6.201
6.127
L o
D
L o
D
L o
D
L o
D
L o
D
L
D
LoD
L o
D
L o
D
L o D
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
LoD
LoD
LoD
C W
C W
CW
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
1+
S
TA
1+
S
TA
S
TA
S
TA
STA 23+
STA 24+00
STA 24+50STA 25+00
STA 25+50STA 26+00STA 27+00
STA 27+50
STA 28+00
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 26+50
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
L o
D
Lo D
L o
D
LoD
L o
D
L o
D
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FO
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FO
FO
FO
FO
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FO
FO
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FO
FO
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FO
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FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FO
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FO
FO
FO
FO
FO
FO
FO
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FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
POINT OF TANGENCY
POINT OF CURVATURE
CENTRAL ANGLE OF HORIZONTAL CURVE
HORIZONTAL LONG CHORD FROM PC TO PT
HORIZONTAL CURVE ARC LENGTH
HORIZONTAL CURVE ARC RADIUS
HORIZONTAL CURVE RADIUS
CENTERLINE - 1 LINE
PT
PC
I
C
L
R
CL-2C
CL-1L
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 1 & 2
NOTE SHEET LEV-D-VOR-C301
SEE SECTION TRANSITION
SHEET LEV-D-VOR-C302
SEE TYPICAL ROAD SECTION 3
M A T C
H L
IN
E
R E F E R T
O L
E V -D -V
O R -C
LEGEND:
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
ALL DISTANCES ARE PROVIDED IN FEET.2.
BUT THIS DATA LOCATES THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED FOR ROAD CONTROL. THE GRAVEL ROAD NOT NECESSARILY FOLLOWS THE EXACT CURVE RADIUS AND CURVATURE CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALIGNMENT ALONG COMBINATION OF STRAIGHT LINES AND CURVES 1.
ROAD CURVE CHORD
ROAD CENTERLINE CURVE
ROAD CENTERLINE
SEAWALL
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
CENTERLINE ALIGNMENT DATA NOTES:
CENTERLINE AS CLOSE AS POSSIBLE.
CHORDS. THESE ARE SUED TO LOCATE POINTS ALONG THE ROAD
SEE LEGEND REGARDING ROADWAY CENTERLINE, CURVE AND 3.
ALL DISTANCES ARE PROVIDED IN FEET.2.
THE PCs AND PTs FOR FUTURE MAINTENANCE AS NEEDED
EXACT CURVE RADIUS AND CURVATURE BUT THIS DATA LOCATES
CONTROL. THE GRAVEL ROAD NOT NECESSARILY FOLLOWS THE
COMBINATION OF STRAIGHT LINES AND CURVES FOR ROAD
CENTERLINE ALIGNMENT DATA PROVIDES ROAD ALIGNMENT ALONG 1.
2.95
3.52 3.83
3.75 3.93
3.93
3.68
3.8
05/06/2022
ALEV-D-VOR-C100
MAH
PLAN & PROFILE STA 0+00 TO STA 6+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
ACCESS ROAD PLAN
SCALE: 1" = 20'-0"C100
ACCESS ROAD PROFILE
SCALE: H = 1" = 20'-0" V = 1:2C100
ROCK RIPRAP
ROCK RIPRAP
END BULKHEAD PROTECTION
STA 1+XX XX' OFFSET RT
ROCK RIPRAP
ROCK RIPRAP
ROCK RIPRAP
ROCK RIPRAP
ROCK RIPRAP
ROCK RIPRAP EDGING
PROTECTION &
END BLANKET
STA 4+XX
ROCK RIPRAP EDGING
PROTECTION &
START BLANKET
STA 1+XX END BULKHEAD PROTECTION
STA 1+XX OFFSET LT
PROTECTION
START BULKHEAD
ROCK RIPRAP
START
ROCK RIPRAP
MANHOLE #1
FIBER OPTIC
OPTIC CONDUIT
START FIBER
2.60
3.6
3.6
4.10
4.36
RRR
WSE
SLOPE BLANKET
RRR
TP @ CL
TP @ CL TOW
RRR
RRR
RRR
TOW
TP @ WALL
GRAVEL FILL
BOTTOM
WALL CAP
TP @ CL
TP @ CL
TP @ WALL
BOTTOM
WALL CAP
RRR
TP @ CL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:0
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA 2+50
STA 0+00
STA 1+50
STA 1+00
STA 0+50
STA 2+00
STA 3+00 STA 3+50
STA 4+00
STA 4+50
STA 5+00
S T
A
S T
A
2 2 3
STA 5+50
T P .5
T P .0
T P .5
T P .6
T P .6
T P .6
T P .9
T P .6
T P .4
STA 0+00 STA 0+50 STA 1+00 STA 2+00 STA 2+50 STA 3+00 STA 3+50 STA 4+00 STA 4+50 STA 5+00 STA 5+50 STA 6+00
0.0
1.0
2.0
3.0
4.0
5.0
4.0
3.0
2.0
1.0
0.0
S T
A
S T
A
E N
D C
O N
C R
E T E B
R
ID
G E
S T
A
S E
A W
A L L
L T
R
T
S T
A
S T
A R
T C
O N
C R
E T E
B R
ID
G E D
E C
K
S T
A
C O
N T
IN
U E S S
E A W
A L L
L T
R
T
T P .7
T P .0
T P .3
T P .2
T P .9
T P .4
T P .5
T P .9
T P .7
T P .7
T P .5
T P .5
T P .9
IS
S
U E
D F
O R
E D
M
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
LoD
LoD
LoD
LoD
L o
D
L-D
L o
D
L o D
L o
D
L o
D
L o
D
L o
D
L o D
L o
D
L o
D
L o
D L o
D
L o
D
LoD
L o D
L o D
L o D
L o D
L o
D
L o
D
L o
D
L o D
LoD
LoD
LoD
Lo
DL
o D
L o D
C W
CW
C W
STA 0+00
STA 0+50 STA 1+00
STA 1+50
STA 2+00
STA 2+
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S
TA
S T A
S T A
STA 7+50
STA 8+00
STA 8+50
STA
9+
S T A
S T A
S T A
S T A
S T A
S T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T A
S T A
STA 29+00
STA 29+50
STA 30+00
STA 30+50
STA 31+00
STA 31+50
STA 32+00
STA 32+50
S T
A
L o D
LoD
L o D
LoD
L o D
L o D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFO
FO
ABBREVIATIONS:
SLOPE PROTECTION NOTES:
SEE DETAILS FOR SLOPE STABILITY BLANKET SHEET LEV-D-VOR-C306.1.
ROAD PLAN AND PROFILE NOTES:
INC. 524 ELMWOOD PARK BLVD, SUITE 170 NEW ORLEANS, LA 70123 P (504) 321 9380 TERRACON.COM.
CONSULTANTS INC. ON JUNE 14, 2021 FOR LEO A DAILY CONTRACTOR FOR THE FAA. TERRACON CONSULTANTS, PLAN & PROFILE INFORMATION BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON2.
SEE SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR ROAD EMBANKMENT, FILL, BASE COURSE, AND SURFACE COURSE TREATMENT.1.
BRIDGE BULKHEAD PROTECTION NOTES:
& SW-D-11114-2 FOR DETAILS ON BRIDGE BULKHEAD.
REFER TO DETAILS ON SHEETS LEV-D-VOR-C307, LEV-D-VOR-C308, ASBUILT SHEETS SW-D-11114-1 1.
20' 0 20' 40'
SCALE: 1" = 20'
M A T C
H L
IN
E D -V
O R -C
R E F E R T
O L
E V
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
WSE
TOW
TP
RT
RRR
LT
GE
CLCLCLCL
LEGEND:
SEAWALL
ROCK RIPRAP PROTECTION
SLOPE BLANKET PROTECTION
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
N
STA 1+50
T P .5
T P .5
T P .5
ALEV-D-VOR-C101
MAH
PLAN & PROFILE STA 6+00 TO STA 12+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
1.437PP1
2.015PP1
11.856LTPOLE
1.81PP2
1.661PP2
1.625PP2
ACCESS ROAD PLAN
SCALE: 1" = 20'-0"C101
ACCESS ROAD PROFILE
SCALE: H = 1" = 20'-0" V = 1:2C101
EDGE OF WATER
RT START ROCK RIPRAP
STA 7+17 17' OFFSET
MANHOLE #2
FIBER OPTIC
MANHOLE #3
FIBER OPTIC
ROAD CENTERLINE
CONDUIT ALONG
FIBER OPTIC
EDGE OF WATER
GRAVEL FILL
TP
RRR
TOW
TP @ CL
TOW
RRR WSE RRR
RRR
TP @ WALL
TOW
RRR
TP @ WALL
TOW
RRR
TOW
TP @ WALL
BOTTOM
WALL CAP
TP @ WALL
BOTTOM
WALL CAP
BOTTOM
WALL CAP
TP @ CL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:1
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA 6+50
STA 7+00
STA 6+00
STA
8+00
STA
8+50
STA 9
+00
STA 9+50
STA 10+00
STA 10+50
STA 11+00
STA 11+50
STA 12+00
STA 12+50
STA 7+50
T P .2
T P .4
T P .8
T P .2
P .6
.2
T P .4
T P .1
T P .9
T P .8
T P .5
T P .1
5.0
4.0
3.0
2.0
1.0
0.0
STA 6+00 STA 6+50 STA 7+00 STA 7+50 STA 8+00 STA 8+50 STA 9+00 STA 9+50 STA 10+50STA 10+00 STA 11+00 STA 11+50 STA 12+00
5.0
4.0
3.0
2.0
1.0
0.0
S T
A
C O
N T
IN
U E S
E A
W A
L L
L T
R
T
S T
A
S T
A
S T
A R
T S
E A
W A
L L R
T
S T
A
E N
D S
E A
W A
L L L
T
S T
A
C O
N T
IN
U
A W
A L L R
T
T P .1
T P .1
T P .8
T P .0
T P .4
T P .7
T P .3
T P .0
T P .5
T P .3
T P .9
T P .3
T P .2
E N
D S
E A
W A
L L R
T
IS
S
U E
D F
O R
E D
M
3.493
3.087
2.804
6.205
4.851
4.637
4.476
3.011
3.277
3.939
3.873
3.822
3.571
3.942
3.546
3.097
2.509
2.278
5.117
2.416
3.633
3.969
3.312
3.39
3.886
4.055
3.694
3.527
3.761
4.117
4.587
4.055
3.977
3.391
2.665
4.105
4.707
4.856
3.806
4.264
3.093
4.102
2.863
3.203
2.125
2.651
2.987
2.789
3.644
3.207
3.65
3.086
3.233
5.209
2.783
3.41
2.719
3.824
3.161 2.703
3.551
2.52
3.604
2.524
1.569
2.658
2.175
3.449
2.578
5.683
2.291
3.057 2.198
2.516
1.946
3.058 2.334
2.798 2.439
2.064 1.54
2.791 1.515
2.491 1.787
2.233
1.355
2.42 3.498
2.378
3.611 2.518
3.377 3.116
3.569 2.419
1.825
4.356
5.037 4.244
4.157
4.108
4.026 4.054
4.022
4.134
4.002
4.105
4.167
5.556 5.297
5.891
5.999
6.468
6.271
6.501
5.386
5.454
5.864 5.307
5.662 5.613
6.219 5.495
6.09 5.511
5.051 6.271
6.199
5.493
6.201
6.127 5.59
7.134
6.86
6.156 8.919
8.413 6.899
5.4834.8466.512 7.636.9079.1837.596
7.001 7.367
3.719 3.792
3.824
3.731
3.787 3.927
3.908
3.822
5.493
6.201
6.127
STA
17+
STA
18+
STA
18+
S
TA
S T A
S
TA
S
TA
S
TA
1+
STA 22+
STA 22+
STA 23+
STA 23+50
STA 24+00
STA 24+50
STA 25+00
STA 25+50
STA 26+00
STA 2
7+00
STA 2
7+
STA 2
8+
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 26
+50
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
M A
T C
H L
IN
E
L E
V -D -V
O R -C
R E F E
R
O
M
T
C H
L
IN
E
L E
V -D -V
O R -C
R E F E R
O
SLOPE PROTECTION NOTES:
SEE DETAILS FOR SLOPE STABILITY BLANKET SHEET LEV-D-VOR-C306.1.
ROAD PLAN AND PROFILE NOTES:
INC. 524 ELMWOOD PARK BLVD, SUITE 170 NEW ORLEANS, LA 70123 P (504) 321 9380 TERRACON.COM.
CONSULTANTS INC. ON JUNE 14, 2021 FOR LEO A DAILY CONTRACTOR FOR THE FAA. TERRACON CONSULTANTS, PLAN & PROFILE INFORMATION BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON2.
SEE SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR ROAD EMBANKMENT, FILL, BASE COURSE, AND SURFACE COURSE TREATMENT.1.
20' 0 20' 40'
SCALE: 1" = 20'
ABBREVIATIONS:
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
WSE
TOW
TP
RT
RRR
LT
GE
CLCLCLCL
LEGEND:
SEAWALL
ROCK RIPRAP PROTECTION
SLOPE BLANKET PROTECTION
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
PROTECTION & ROCK RIPRAP EDGING
START BLANKET
STA 11+00 LT
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WETLAND AREAS NOTES:
NOT DISTURB OR USE CAUTION AFTER WORK TO ALLOW FOR VEGETATION GROWTH.
LEFT EDGE OF THE ROAD FORM STA 9+50 IS DESIGNATED PROTECTED WETLAND. DO 1.
ALEV-D-VOR-C102
MAH
PLAN & PROFILE STA 12+00 TO STA 17+50
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
ROAD PLAN
SCALE: 1" = 20'-0"C102
ROAD PROFILE
SCALE: 1" = 20'-0"C102
MANHOLE #4
FIBER OPTIC
EDGE OF WATER
ROCK RIPRAP
WAVE PROTECTION
STA 13+50 START
OF SEAWALL
STA X+XX END
EDGE OF WATER
ROCK RIPRAP EDGING
PROTECTION &
END OF BLANKET
STA X+XX
EDGE OF WATER
ROCK RIPRAP
ALONG ROAD CENTERLINE
FIBER OPTIC CONDUIT
TOW
TP @ CL
RRR
RRR
TOW
TOW
TP @ CL
TP @ CL
RRRRRR
TP @ WALL
BOTTOM
WALL CAP
TP @ CL
RRR
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:4
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA
+00
STA
+00
STA
+50
STA 1
4+00
STA 1
4+50
STA 15
+00
STA 15+50
STA 16+00
STA
+50
STA 17+00 STA 17+50 STA 18+00
STA 16+50
S T
A
C O
N T
IN
U
A W
A L L R
T
S T
A
E N
D S
E A
W A
L L R
T
S T
A
C O
N T
IN
U E R
O A
D
T P .1
T P .1
T P .1
T P .1
T P .4
T P .7
T P .8
T P .8
T P .2
T P .2
T P .0
T P .3
6.0
5.0
4.0
3.0
2.0
1.0
0.0
STA 12+00 STA 12+50 STA 13+00 STA 13+50 STA 14+00 STA 14+50 STA 15+00 STA 15+50 STA 16+00 STA 16+50 STA 17+00 STA 17+50
0.0
1.0
2.0
3.0
4.0
5.0
6.0
T P .2
T P .1
T P .1
T P .0
T P .8
T P .6
T P .5
T P .2
T P .1
T P .1
T P .1
IS
S
U E
D F
O R
E D
M
20' 0 20' 40'
SCALE: 1" = 20'
M A T C
H L
IN
E
R E F E R T
O
L E
V -D -V
O R -C
M A
T C
H L
IN
E
SLOPE PROTECTION NOTES:
SEE DETAILS FOR SLOPE STABILITY BLANKET SHEET LEV-D-VOR-C306.1.
ROAD PLAN AND PROFILE NOTES:
INC. 524 ELMWOOD PARK BLVD, SUITE 170 NEW ORLEANS, LA 70123 P (504) 321 9380 TERRACON.COM.
CONSULTANTS INC. ON JUNE 14, 2021 FOR LEO A DAILY CONTRACTOR FOR THE FAA. TERRACON CONSULTANTS, PLAN & PROFILE INFORMATION BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON2.
COURSE TREATMENT.
SEE SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR ROAD EMBANKMENT, FILL, BASE COURSE, AND SURFACE 1.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
LoD
LoD
LoD
LoD
L o
D
L-D
L o
D
L o D
L o
D
L o
D
L o
D
L o
D
L o D
L o
D
L o
D
L o
D L o
D
L o
D
LoD
L o D
L o D
L o D
L o D
L o
D
L o
D
L o
D
L o D
LoD
LoD
LoD
Lo
DL
o D
L o D
C W
CW
C W
STA 0+00
STA 0+50 STA 1+00
STA 1+50
STA 2+00
STA 2+
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S
TA
S T A
S T A
STA 7+50
STA 8+00
STA 8+50
STA
9+
S T A
S T A
S T A
S T A
S T A
S T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T A
S T A
STA 29+00
STA 29+50
STA 30+00
STA 30+50
STA 31+00
STA 31+50
STA 32+00
STA 32+50
S T
A
L o D
LoD
L o D
LoD
L o D
L o D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFO
FO
ABBREVIATIONS:
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
WSE
TOW
TP
RT
RRR
LT
GE
CLCLCLCL
LEGEND:
SEAWALL
ROCK RIPRAP PROTECTION
SLOPE BLANKET PROTECTION
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WELTAND AREAS NOTES:
NOT DISTURB OR USE CAUTION AFTER WORK TO ALLOW FOR VEGETATION GROWTH.
LEFT EDGE OF THE ROAD FORM STA 9+50 IS DESIGNATED PROTECTED WETLAND. DO 1.
R E F E
R T
O
L E
V -D -V
O R -C
ALEV-D-VOR-C103
MAH
PLAN & PROFILE STA 17+50 TO STA 23+50
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
SCALE: 1" = 20'-0"C103
SCALE: H=1" = 20'-0" V= 1:2C103
MANHOLE #5
FIBER OPTIC
TP @ CL
RRR
WSE RRR RRR
TP @ CL
RRR WSE RRR
TOW
TP @ WALL
BOTTOM
WALL CAP
TP @ CL
TP @ CL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:3
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
C O
N T
IN
U E S R
O A
D
C O
N T
IN
U E R
E T
W A
L L R
T
STA 17+50
STA 18+00
STA 18+50
STA 19
+00
STA 1
9+50
STA 20
+00
STA 20
+50
STA 21
+00
STA 21+50 STA 22+00 STA 22+50 STA 23+00.00
STA 23+50
S T
A
C O
N T
IN
U E S R
O A
D
S T
A
C O
N T
IN
U E R
E T
W A
L L R
T
S T
A
S T
A R
T R
E T
W A
L L R
T
T P .6
T P .5
T P .2
T P .2
T P .1
T P .7
T P .6
T P .3
T P .5
T P .6
T P .3
T P .7
STA 18+00
0.0
1.0
2.0
3.0
4.0
5.0
6.0
STA 18+50 STA 19+00 STA 19+50 STA 20+00 STA 20+50 STA 21+00 STA 21+50 STA 22+00 STA 22+50 STA 23+00 STA 23+50
0.0
1.0
2.0
3.0
4.0
5.0
6.0
T P .3
STA 17+50
T P .3
T P .0
T P .7
T P .5
T P .7
T P .6
T P .7
T P .9
T P .2
T P .7
T P .6
T P .5
IS
S
U E
D F
O R
E D
M
20' 0 20' 40'
SCALE: 1" = 20'
SLOPE PROTECTION NOTES:
SEE DETAILS FOR SLOPE STABILITY BLANKET SHEET LEV-D-VOR-C306.1.
ROAD PLAN AND PROFILE NOTES:
INC. 524 ELMWOOD PARK BLVD, SUITE 170 NEW ORLEANS, LA 70123 P (504) 321 9380 TERRACON.COM.
CONSULTANTS INC. ON JUNE 14, 2021 FOR LEO A DAILY CONTRACTOR FOR THE FAA. TERRACON CONSULTANTS, PLAN & PROFILE INFORMATION BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON2.
COURSE TREATMENT.
SEE SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR ROAD EMBANKMENT, FILL, BASE COURSE, AND SURFACE 1.
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
LoD
LoD
LoD
LoD
L o
D
L-D
L o
D
L o D
L o
D
L o
D
L o
D
L o
D
L o D
L o
D
L o
D
L o
D L o
D
L o
D
LoD
L o D
L o D
L o D
L o D
L o
D
L o
D
L o
D
L o D
LoD
LoD
LoD
Lo
DL
o D
L o D
C W
CW
C W
STA 0+00
STA 0+50 STA 1+00
STA 1+50
STA 2+00
STA 2+
STA 3+00
STA 3+50
STA 4+00
STA 4+50
STA 5+00
STA 5+50
S
TA
S T A
S T A
STA 7+50
STA 8+00
STA 8+50
STA
9+
S T A
S T A
S T A
S T A
S T A
S T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T A
S T A
STA 29+00
STA 29+50
STA 30+00
STA 30+50
STA 31+00
STA 31+50
STA 32+00
STA 32+50
S T
A
L o D
LoD
L o D
LoD
L o D
L o D
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFO
FO
ABBREVIATIONS:
M A
T C
H L
IN
E
M A
T C
H L
IN
E
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
WSE
TOW
TP
RT
RRR
LT
GE
CLCLCLCL
LEGEND:
SEAWALL
ROCK RIPRAP PROTECTION
SLOPE BLANKET PROTECTION
SEAWALL
CONTROL POINT AT BEGINNING/END OF
CONTROL POINT AT CENTERLINE PROTECTED WELTAND AREAS NOTES:
NOT DISTURB OR USE CAUTION AFTER WORK TO ALLOW FOR VEGETATION GROWTH.
LEFT EDGE OF THE ROAD FORM STA 9+50 IS DESIGNATED PROTECTED WETLAND. DO 1.
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WETLAND
N
R E F E
R T
O L E
V -D -V
O R -C
4R
E F E
R T
O
L E
V -D -V
O R -C
ALEV-D-VOR-C104
MHA
MHA
PLAN & PROFILE STA 23+50 TO STA 29+00
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
SCALE: H = 1" = 20'-0" V = 1"=2'-0"C104
SCALE: 20" = 1'-0"C104
NOT TO SCALE
KEY MAP
TP @ CL
TOW
TOW
TPTP @ WALL
BOTTOM
WALL CAP
RRR
TP @ CL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:2
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
STA
+50
STA
+00
STA 25+00 STA 25+50 STA 26+00
STA 24+50
STA 26+50 STA 27+00 STA 27+50 STA 28+00
STA 28+50
S
S
E N
D R
E T
W A
L L R
T
S T
A
W A
L L R
T
C O
N T
IN
U E S R
A
R
T
STA 24+00
T P .2
STA 24+50
T P .2
STA 25+00
T P .2
STA 25+50
T P .2
STA 26+00
T P .2
STA 26+50
T P .2
STA 27+00
T P .2
STA 27+50
T P .3
STA 28+00
T P .3
STA 28+50
T P .4
STA 29+00
T P .5
4.0
3.0
2.0
1.0
0.0
5.0
4.0
3.0
2.0
1.0
0.0
5.0
T R
A N
S
IT
IO
N
S T
A
D P
R O J E
C T
STA 23+50
T P .3
T P .4
T P .1
T P .3
T P .3
T P .3
T P .2
T P .2
T P .2
T P .2
T P .2
T P .2
T P .2
IS
S
U E
D F
O R
E D
M
SLOPE PROTECTION NOTES:
SEE DETAILS FOR SLOPE STABILITY BLANKET SHEET LEV-D-VOR-C306.1.
ROAD PLAN AND PROFILE NOTES:
INC. 524 ELMWOOD PARK BLVD, SUITE 170 NEW ORLEANS, LA 70123 P (504) 321 9380 TERRACON.COM.
CONSULTANTS INC. ON JUNE 14, 2021 FOR LEO A DAILY CONTRACTOR FOR THE FAA. TERRACON CONSULTANTS, PLAN & PROFILE INFORMATION BASED ON GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON2.
COURSE TREATMENT.
SEE SHEETS LEV-D-VOR-C301 & LEV-D-VOR-C302 FOR ROAD EMBANKMENT, FILL, BASE COURSE, AND SURFACE 1.
ABBREVIATIONS:
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
WSE
TOW
TP
RT
RRR
LT
GE
N
20' 0 20' 40'
SCALE: 1" = 20'
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
L o D
L o
D
L o
D
L o
D
Lo D
L -D
LoD
L o
D
Lo D
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
LoD
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o
D
L o D
L o D
L o D
LoD
LoD
LoD
CW
C W
CW
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T A
S T A
S T A
S T A
S T A
S T A
S T A
S
TA
S T A
S T A
S T A
S T A
S T A
S T A
1+
S
TA
1+
S
TA
S
TA
STA
23+
STA 23+50
STA 24+00
STA 24+50STA 25+00STA 25+50STA 26+00
STA 27+00
STA 27
+50
STA 28
+00
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
STA 26+50
L o
D
Lo D
L o
D
LoD
L o
D
L o
D
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFO
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CLCLCLCL
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WETLAND
PROTECTED WETLAND AREAS NOTES:
NOT DISTURB OR USE CAUTION AFTER WORK TO ALLOW FOR VEGETATION GROWTH.
LEFT EDGE OF THE ROAD FORM STA 9+50 IS DESIGNATED PROTECTED WETLAND. DO 1.
ALEV-D-VOR-C111
MHA
MHA
VOR
OVERALL SITE MAP
le v -d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
OVERALL SITE MAP
NOT TO SCALEC111
RET WALL
RET WALL
RET WALL
WAVE PROTECTION WALL
WAVE PROTECTION WALL
RET WALL
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:2
:0
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
IS
S
U E
D F
O R
E D
M
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
ABBREVIATIONS
REFER TO INDICATED SHEETS FOR DRAWINGS LOCATION.1.
OVERALL SITE MAP NOTES:
WSE
TOW
TP
RT
RRR
LT
GE
LEV-D-VOR-C010
LEV-D-VOR-C011
LEV-D-VOR-C012
LEV-D-VOR-C013
LEV-D-VOR-C014
LEV-D-VOR-C100
LEV-D-VOR-C101
LEV-D-VOR-C102
LEV-D-VOR-C103
LEV-D-VOR-C104
LEV-D-VOR-C201
LEV-D-VOR-C202
LEV-D-VOR-C203
LEV-D-VOR-C204
RETAINING WALL #2B RT PROFILE
RETAINING WALL #2 LT & 2B RT PROFILE
RETAINING WALL #2 LT & 2A RT PROFILE
RETAINING WALL #3 RT PROFILE
SHEET SERIES INDEX
STA 0+00 TO STA 6+00
ROAD ALINGMENT & DIMENSIONAL CONTROL PLAN
STA 6+00 TO STA 12+00
ROAD ALINGMENT & DIMENSIONAL CONTROL PLAN
STA 12+00 TO STA 17+50
ROAD ALINGMENT & DIMENSIONAL CONTROL PLAN
STA 17+50 TO STA 23+50
ROAD ALINGMENT & DIMENSIONAL CONTROL PLAN
STA 23+50 TO STA 29+00
ROAD ALINGMENT & DIMENSIONAL CONTROL PLAN
STA 0+00 TO STA 6+00
ACCESS ROAD PLAN & PROFILE
STA 6+00 TO STA 12+00
ACCESS ROAD PLAN & PROFILE
STA 12+00 TO STA 17+50
ACCESS ROAD PLAN & PROFILE
STA 17+50 TO STA 23+50
ACCESS ROAD PLAN & PROFILE
STA 23+50 TO STA 29+00
ACCESS ROAD PLAN & PROFILE
CLCLCLCL
N
GATE
L O
U
IS
IA
N A H
W Y
SHEET LEV-D-VOR-C010, C100, C201, C310
SH
EET LEV-D
-VO
R-C011, C101, C202, C311
S H
E E T L
E V -D -V
O R -C
, C
, C
, C
S H
E E T L
E V -D -V
O R -C
, C
, C
S H E E T L
E V -D -V
O R -C
C C
VOR BLDG
LOD
LOD
LOD
LOD
LOD
LO
D
BOW
OVERALL RETAINING WALL MAP
SCALE: 1" = 10'-0"C200
05/06/2022
ALEV-D-VOR-C200
MHA
MHA
OVERALL RETAINING WALL MAP
-d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
WSE
GE
TP
TOW
RET WALL 2A RT
RET WALL 2 LT
RET WALL 3 RT
RET WALL 2B RT
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:1
:5
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
OVERALL RETANING WALL MAP NOTES:
RET WALL 3 RT
RET WALL 2 LT
RET WALL 2A RT
RET WALL 2B RT
RET WALL ID LENGTH
RET WALL QUANTITY SUMMARY
450 LF
640 LF
270 LF
722 LF
STATIONING
STA 23+00 TO STA 27+50
STA 4+50 TO STA 10+80
STA 4+50 TO STA 7+20
STA 7+80 TO STA 15+00
R O
A D
RETAINING WALL KEY MAP
SIZES AND LAYOUT.
TABLE CALLED 10-FOOT PANELS RETAINING WALL USED FOR REINFORCING
FOR STRUCTURAL CALCULATIONS SHOWED ON SHEET LEV-D-VOR-C401
ALONG THE PROFILE OF THE WALL. THESE POINTS SERVE AS REFERENCE
RETAINING WALL KEY MAP SHOWS CALL OUT FOR DIFFERENT POINTS 1.
ABBREVIATIONS
WSE
TOW
TP
RT
RRR
LT
GE
WATER SURFACE ELEVATION
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION
CENTER LINE
IS
S
U E
D F
O R
E D
M
10' 0 10' 20'
SCALE: 1" = 10'
CLCLCLCL
CLCLCLCL
N
SH
EET LEV-D
-VO
R-C201
S H E E T
LE
V -D -V
O R -C
S H E E T
LE
V -D -V
O R -C
S H E E T L
E V -D -V
O R -C
ALEV-D-VOR-C201
MHA
MHA
VOR
RETAINING WALLS 2 & 2A
-d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
WSE @ TIME OF SURVEY
TOE
BOW
TP @ WALL
TOW
RET. WALL 1B O.F. 8.00' LEFT
SCALE: 1" = 10'-0"C201
RET. WALL 1A O.F. 8.00' RIGHT
SCALE: 1" = 10'-0"C201
NOT TO SCALE
KEY MAP
CAP
TP @ CL
RRR
TP 9" BELOW TOW
TOW
TP @ CL
RRR
TP 9" BELOW TOW
TOW
TP @ CL
RRR
TP 9" BELOW TOW
TOW TP @ CL
RRR
TP 9" BELOW TOW
TOW
TP @ CL
WALER
WALER
WALER
WALER
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:2
:1
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
IS
S
U E
D F
O R
E D
M
ABBREVIATIONS
R O
A D
10' 0 10' 20'
SCALE: 1" = 10'
O.F.
WSE
TOW
TP
TOE
RT
RRR
LT
GE
BOW
OFFSET
WATER SURFACE ELEVATION @ 1.00 FT ELE
TOP OF WALL ELEVATION
TOP OF PAVEMENT ELEVATION
TOE AT FACE OF WALL
RIGHT ALIGNMENT/OFFSET
ROCK RIP RAP
LEFT ALIGNMENT/OFFSET
GROUND ELEVATION AT ROAD
CENTER LINE
BOTTOM OF WALL
CLCLCLCL
C LC LC LC L
0.0
1.0
2.0
3.0
4.0
5.0
0.0
1.0
2.0
3.0
4.0
5.0
1.0
2.0
3.0
4.0
5.0
STA 4+50
T O
W .1
STA 5+00 STA 5+50 STA 6+00 STA 6+50 STA 7+00 STA 7+17
T O
W .1
T O
W .2
T O
W .2
T O
W .3
T O
W .5
T O
W .5
T O
W .7
T O
W .7
T O
W .8
T O
W .0
T O
W .0
T O
W .0
T O
W .1
T O
W .1
T O
W .1
T O
W .9
T O
W .8
T O
W .6
T O
W .4
T O
W .3
T O
W .2
T O
W .2
T O
W .2
T O
W .3
T O
W .2
T O
W .2
T O
W .2
T O
W .8
STA 4+50 STA 5+00 STA 5+50 STA 6+00 STA 6+50
STA 7+00
T O
W .8
T O
W .9
T O
W .0
T O
W .0
T O
W .2
T O
W .3
T O
W .4
T O
W .4
T O
W .5
T O
W .6
T O
W .6
T O
W .7
T O
W .7
T O
W .8
T O
W .8
T O
W .8
T O
W .6
T O
W .5
T O
W .4
T O
W .3
T O
W .1
T O
W .9
T O
W .9
T O
W .9
T O
W .9
S T
A
R
T O
F F S E T
S T
A
L
T O
F F S E T
S T
A
L
F O
F F S E T
RETAINING WALL KEY MAP
S T
A R
T S
E A
W A
L L
E N
D S
E A
W A
L L
S T
A
R
T O
F F S E T
C O
N T
IN
U E S
E A
W A
L L
S T
A R
T S
E A
W A
L L
0.0
1.0
2.0
3.0
4.0
5.0
ALEV-D-VOR-C202
MHA
MHA
VOR
RETAINING WALL 2 & 2B
-d -v o r-c .d
ATO - TECHNICAL OPERATIONS CENTRAL SERVICE AREA
A S -B
U
IL
T
LEEVILLE
THIS DRAWING PRODUCED ON ASW REGION MICROSTATION SYSTEM
MARIO HERRERA
PROJECT ENGINEER
RET. WALL 1B O.F. 8'-0" LEFT
SCALE: 1" = 10'-0"C202
RET. WALL 2 O.F. 8'-0" RIGHT
RET. WALL 1B O.F. 8'-0" LEFT
NOT TO SCALE
KEY MAP
RRR
TP 9" BELOW WALL
TOW
TP @ CL
RRR
TP 9" BELOW WALL
TOW
TP @ CL
TP 9" BELOW WALL
TOW
TP @ CL
RRR
TP 9" BELOW WALL
TOW
TP @ CL
RRR
TP 9" BELOW WALL
TOW
TP @ CL
RRR
TP 9" BELOW WALL
TOW
TP @ CL
WALER
WALER
WALER
WALER
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV DESCRIPTION JCN
DATE
REDLINE
APVD
SUBMITTED BY APPROVED BY
JCN
DRAWN
CHECKED
REV
ISSUED BY
H
G
F
E
D
C
B
A
8 1234567
DATE
DRAWING NO
DESIGNED
REVIEWED BY
/2
/2
:2
:4
A
M P lo tt e d b y S
R V
C -C
A E
G -E
D M
S -C
O O
R D
DATE
APPROVED
le v -d -v o r-c .d w g
8 234567
H
G
F
E
D
C
A
B
IS
S
U E
D F
O R
E D
M
10' 0 10' 20'
SCALE: 1" = 10'
STA 7+00
T O
W .9
STA 7+50 STA 8+00 STA 8+50 STA 9+00 STA 9+50 STA 10+00
T O
W .9
T O
W .9
T O
W .9
T O
W .9
T O
W .9
T O
W .8
T O
W .8
T O
W .9
T O
W .8
T O
W .9
T O
W .9
T O
W .1
T O
W .2
T O
W .3
T O
W .3
T O
W .4
T O
W .5
T O
W .5
T O
W .6
T O
W .6
T O
W .7
T O
W .8
T O
W .9
T O
W .9
T O
W .8
T O
W .7
STA 10+00
T O
W .5
STA 10+50
T O
W .4
T O
W .3
T O
W .2
T O
W .2
T O
W .0
T O
W .9
T O
W .9
T O
W .8
STA 7+80
T O
W .2
STA 8+00
T O
W .3
T O
W .4
T O
W .5
T O
W .5
T O
W .6
T O
W .6
T O
W .7
T O
W .8
0.0
1.0
2.0
3.0
4.0
5.0
0.0
1.0
2.0
3.0
4.0
0.0
1.0
2.0
3.0
4.0
5…
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