IFB-HUM_MALSR_PLANS.pdf
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- Attached to
- HUM MALSR Demo and Replacement
- Solicitation number
- 6973GH-26-R-00111
About this file
This file is a comprehensive set of engineering drawings and specifications for the demolition and replacement of the Medium Intensity Approach Lighting System with Runway Alignment Indicator Lights (MALSR) on Runway 18 at Houma-Terrebonne Airport in Houma, Louisiana. The project encompasses civil, electrical, and structural work required to replace the existing MALSR system with new infrastructure.
The scope includes removal of existing threshold bar lights, EMT-mounted light stations, MG-20 low-intensity runway (LIR) light stations, high-voltage rail flasher equipment, and associated foundations, conduits, and cabling. New construction requires installation of 13 light stations along the runway approach with varying configurations (EMT, MG-20 LIR towers, and threshold bars), approximately 2,470 linear feet of electrical ductbank and conduit systems, aircraft-rated handholes, concrete foundations for light stations and equipment shelters, access roadways with bituminous and PCC pavement, a 10' × 16' MALSR equipment shelter with service equipment rack, grounding systems with earth electrode installations, and drainage infrastructure including storm pipes and box culverts. The project is structured in three phases with a total contract duration of 275 continuous calendar days, including a 35-day closeout phase. Phase 1 allows 218 days for design submittals, safety planning, embankment placement at the shelter site with settlement monitoring, and survey control verification. Phase 2 spans 120 days split into two concurrent sub-phases: Sub-Phase 2A (120 days) permits work in airfield areas without runway closures, while Sub-Phase 2B (60 days, concurrent with the last 60 days of 2A) involves runway and taxiway closures with low-profile barricades. The contractor must maintain continuous radio communication with air traffic control, provide Foreign Object Debris (FOD) prevention measures, coordinate with the FAA and airport operations, and comply with all FAA safety standards including AC 150/5370-2G for operational safety during construction. Utilities including natural gas, sanitary sewer, storm drainage, telecommunications, and electrical lines require careful coordination and protection. The facility must achieve ground resistance testing requirements per FAA standards, with all grounding connections made via exothermic welds, and all electrical materials meeting FAA specifications including FAA-C-1391, FAA-STD-19, and FAA-C-1217. Concrete design conforms to ACI 318-19 with a minimum 28-day compressive strength of 4,500 PSI, and all structural work must meet IBC 2021 and ASCE/SEI 7-22 standards for wind, seismic, flood, and snow loads applicable to coastal Louisiana.
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REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
REV. APPROVED
DATE DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
Department of Transportation Federal Aviation Administration
Houma, Louisiana
MALSR Replacement Runway 18 Houma-Terrebonne Airport
JULY 16, 2025
ISSUED FOR BID SUBMISSION
COVER SHEET
W. KING
C. WULFF
W. KING
HUM-D-MALSR-G-001
WULFFCS
Stamp
WULFFCS
Stamp
WULFFCS
Text Box 7/16/25
INDEX OF DRAWINGS, GENERAL NOTES,
ABBREVIATIONS, AND LEGEND
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
1. CONTRACTOR SHALL CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE
PROJECT PLANS AND SPECIFICATIONS.
2. THIS PROJECT IS SUBJECT TO INSPECTION BY AUTHORIZED REPRESENTATIVES
OF THE AIRPORT, FAA, LA DEQ. THE CONTRACTOR SHALL PROVIDE
CONTROLLED ACCESS FOR INSPECTION PURPOSES TO AUTHORIZED
REPRESENTATIVES AT ALL TIMES. AUTHORIZED REPRESENTATIVES WILL
DISPLAY PROPER CREDENTIALS WHEN ACCESSING AND WHILE ON SITE.
3. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE RESIDENT PROJECT
REPRESENTATIVE (RPR). THE RPR WILL ASSIST THE CONTRACTOR IN
COORDINATION OF THE WORK WITH THE AIRPORT, THE FAA, AND THE AIR
TRAFFIC CONTROL TOWER (ATCT). EXCEPT FOR EMERGENCIES ALL
COORDINATION WITH THESE ENTITIES SHALL BE MADE THROUGH THE RPR.
4. IN THE EVENT OF AN EMERGENCY THE CONTRACTOR SHALL CALL 911.
SAFETY AND SECURITY
1. THE CONTRACTOR SHALL OBTAIN AND HAVE KNOWLEDGE OF, AND
INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION
PROJECT:
1.1. FAA AC 150/5370-2G, OPERATIONAL SAFETY ON AIRPORTS DURING
CONSTRUCTION
1.2. FAA AC 150/5200-18C, AIRPORT SAFETY SELF-INSPECTION
1.3. FAA AC 150/5210-5D, PARKING, MARKING, AND LIGHTING OF VEHICLES
USED ON AIRPORT
2. THE CONTRACTOR SHALL MAINTAIN RADIO COMMUNICATION WITH AIR TRAFFIC
CONTROL TOWER AT ALL TIMES DURING CONSTRUCTION AND SHALL ASSIGN
RESPONSIBLE PERSONNEL TO CONTINUOUSLY MONITOR THE GROUND
CONTROL FREQUENCY (125.3 MHz). THE CONTRACTOR SHALL PROVIDE AT
LEAST 1 RADIO AT EACH WORK AREA.
3. NOTICE TO AIRMEN (NOTAM) - THE CONTRACTOR SHALL PROVIDE THE
NECESSARY INFORMATION ON CONSTRUCTION CONDITIONS TO THE RPR IN
ORDER FOR NOTAMS TO BE ISSUED IN ACCORDANCE WITH ESTABLISHED
CRITERIA. THE RPR SHALL BE NOTIFIED OF ANY ACTIVITY REQUIRING A NOTAM
AT LEAST 48 HOURS IN ADVANCE.
4. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA
THROUGH THE PROJECT ACCESS GATE AND UTILIZE THE HAUL ROUTES SHOWN
ON THE PLANS. THE CONTRACTOR WILL BE RESPONSIBLE FOR SECURITY OF
ALL GATES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE
THE USE OF ALL PUBLIC ROADWAYS TO TRAVEL BETWEEN WORK AREAS.
5. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED
AREAS. THE CONTRACTOR'S PERSONNEL AND EQUIPMENT ARE PROHIBITED
FROM ENTERING THESE AREAS AT ANY TIME UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY THE RPR.
6. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET THE AIRPORT AND FAA
REQUIREMENTS FOR MARKING AND LIGHTING IN ACCORDANCE WITH NOTE 1.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING LOCATIONS AND
GRADE CONTROL OF ALL ELEMENTS OF THE PROJECT.
8. ALL CONSTRUCTION DEBRIS AND WASTE SHALL BE DEPOSED OF BY THE
CONTRACTOR ON A CONTINUOUS BASIS TO PREVENT WIND BLOWN DEBRIS
FROM EXITING THE ACTIVE PROJECT AREA. THE BURNING OF DEBRIS WILL NOT
BE PERMITTED ON AIRPORT PROPERTY
EXISTING CONDITIONS/ UTILITIES
1. THE EXISTING CONDITIONS AND UTILITIES SHOWN ON THE PLANS ARE BASED
ON A COMBINATION OF SURVEY, AERIAL IMAGERY, GPR UTILITY LOCATION, AND
RESPONSES TO THE DESIGN ONE-CALL. IN THE EVENT THE EXISTING
CONDITIONS SIGNIFICANTLY DIFFER THAN THOSE DEPICTED IN THESE PLANS
THE CONTRACTOR SHALL NOTIFY THE RPR IMMEDIATELY. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE LOCATION, DEPTH, AND IDENTIFICATION OF
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA, WITH THE EXCEPTION OF
THE FAA CABLES. AERIAL IMAGERY SOURCED FROM BING MAPS.
2. WHERE KNOWN THE SIZE, OWNER, AND TYPE OF UTILITY HAS BEEN PROVIDED
ON THE CD SERIES OF DRAWINGS. THE CONTRACTOR SHALL CONFIRM DEPTH,
SIZE, TYPE, AND OWNERSHIP PRIOR TO CONSTRUCTION.
3. FAA CABLES WILL BE LOCATED AND MARKED BY THE FAA PRIOR TO
CONSTRUCTION. THE CONTRACTOR IS TO NOTIFY THE RPR 45 CALENDAR DAYS
IN ADVANCE OF CONSTRUCTION TO ALLOW FOR ADEQUATE TIME FOR FAA TO
COMPLETE THIS TASK.
4. THE CONTRACTOR SHALL PROTECT EXISTING AIRFIELD INFRASTRUCTURE
INCLUDING PAVED AREAS, RUNWAY AND TAXIWAY LIGHTING SYSTEMS,
MARKINGS, ETC.
5. ANY DAMAGE TO AIRPORT INFRASTRUCTURE, UTILITIES, FAA CABLES SHALL BE
IMMEDIATELY REPORTED TO THE RPR AND SHALL BE REPAIRED IMMEDIATELY
AND CONTINUOUSLY TO THE SATISFACTION OF THE RPR AND THE OWNER AT
NO ADDITIONAL CONTRACT TIME OR COST TO THE OWNER. THE FAA MAY
REQUIRE DAMAGED CABLES TO BE REPLACED BETWEEN TERMINATION POINTS.
N
FEET
Scale: 1 INCH = 50 FEET
100500 25
GENERAL LEGEND
PLAN NORTH
GRAPHIC SCALE
GENERAL NOTESABBREVIATIONS
CS101
E6
NTS
(DETAIL TITLE NAME)
CS102
CS501
C8
DRAWING
NUMBER DRAWING TITLE
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS, GENERAL NOTES, ABBREVIATIONS, AND LEGEND
G-101 CONSTRUCTION ACCESS AND PROJECT LAYOUT PLAN
G-201 PHASING PLAN
G-300 MALSR PLAN AND PROFILE OVERALL
CIVIL
CD101 - CD103 CIVIL DEMOLITION PLAN
CS101 - CS103 CIVIL SITE PLAN
CS401 CIVIL SITE PLAN ENLARGED VIEWS
CS501 TYPICAL LIGHT STATION LAYOUTS AND PAVEMENT SECTIONS
CS502 FENCING DETAILS
CG101 - CG104 GRADING AND DRAINAGE PLAN
CG201 MALSR STA 2 THRU 18 ACCESS ROADWAY PROFILE
CG202 MALSR STA 22 AND 24 ACCESS ROAD AND MALSR SHELTER ACCESS ROADWAY PROFILES
CG501 DRAINAGE DETAILS
ELECTRICAL
ED101 - ED104 ELECTRICAL DEMOLITION PLAN
ES101 - ES104 ELECTRICAL SITE PLAN
ES401 - ES402 ELECTRICAL SITE PLAN ENLARGED VIEWS
ES501 MALSR GENERAL INFRASTRUCTURE DETAILS 1
ES502 MALSR GENERAL INFRASTRUCTURE DETAILS 2
ES503 FAA CONDUIT DETAILS
ES504 MALSR THRESHOLD BAR DETAILS
ES505 MALSR EMT LIGHT STATION DETAILS
ES506 MALSR MG-20 LIGHT STATION DETAILS 1
ES507 MALSR MG-20 LIGHT STATION DETAILS 2
ES508 MALSR MG-20 LIGHT STATION DETAILS 3
ES509 HIGH VOLTAGE RAIL LIGHT STATION DETAILS
ES510 MALS STEADY-BURN WIRING DETAILS
ES511 MALSR DISTRIBUTION PANEL DETAILS
ES512 MALSR FACILITY GROUND RESISTANCE TESTING REQUIREMENT DETAILS
ES513 MALSR SHELTER LIGHTNING PROTECTION DETAILS
ES514 MALSR SHELTER SERVICE EQUIPMENT RACK DETAILS
ES515 MALSR GROUNDING CONNECTION DETAILS
ES521 10' X 16' LEFT HAND CONFIGURATION MALSR SHELTER INTERIOR DETAILS
ES522 10' X 16' LEFT HAND CONFIGURATION MALSR SHELTER EXTERIOR DETAILS
ES523 10' X 16' LEFT HAND CONFIGURATION MALSR SHELTER DUPONT DRAWING 1 OF 3
ES524 10' X 16' LEFT HAND CONFIGURATION MALSR SHELTER DUPONT DRAWING 2 OF 3
ES525 10' X 16' LEFT HAND CONFIGURATION MALSR SHELTER DUPONT DRAWING 3 OF 3
ES601 MALSR SHELTER POWER DISTRIBUTION WIRING DIAGRAM
ES602 MALSR CONTROL CABINET FA-21000 WIRING DIAGRAM
ES603 MALS FIELD DISTRIBUTION RACK WIRING DIAGRAM
ES604 RAIL HIGH VOLTAGE ICC WIRING DIAGRAM
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS
S-101 MALSR SHELTER AND SERVICE EQUIPMENT RACK FOUNDATION STRUCTURAL PLAN
S-102 STRUCTURAL MALSR FOUNDATION PLANS
S-501 - S-502 STRUCTURAL SECTIONS AND DETAILS
INDEX OF DRAWINGS
REV
LTRABBREVIATIONS:
AC ADVISORY CIRCULAR
AOA AIR OPERATIONS AREA
APPROX APPROXIMATELY
ASTM ASTM INTERNATIONAL
BLVD BOULEVARD
C/L,C CENTERLINE
CI CAST IRON
CLR CLEAR, CLEARANCE
CMP CORRUGATED METAL PIPE
DEG DEGREE
DIA, Ø DIAMETER
DME DISTANCE-MEASURING EQUIPMENT
DOTD DEPARTMENT OF TRANSPORTATION AND DEVELOPMENT
E EAST / EASTING
E&S EROSION AND SEDIMENTATION
ELEV ELEVATION
EQUIP EQUIPMENT
FAA FEDERAL AVIATION ADMINISTRATION
FOD FOREIGN OBJECT DEBRIS
FT FOOT, FEET
GFE GOVERNMENT FURNISHED EQUIPMENT
GRS RIGID GALVANIZED STEEL
HDPE HIGH DENSITY POLYETHYLENE
HUM HOUMA-TERREBOONE AIRPORT
ILS INSTRUMENT LANDING SYSTEM
IN INCH
L LEFT, LONGITUDE
LA LOUISIANA
LIR LOW-IMPACT RESISTANT
LF LINEAR FEET
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MALSR MEDIUM INTENSITY APPROACH LIGHTING SYSTEM WITH RAIL
MIN MINIMUM
MSL MEAN SEA LEVEL
N NORTH/ NORTHING
NAD 83 NORTH AMERICAN DATUM OF 1983
NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988
NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NGA NATIONAL GEOSPATIAL - INTELLIGENCE AGENCY
NGS NATIONAL GEODETIC SURVEY
NOTAM NOTICE TO AIRMEN
NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NTS NOT TO SCALE
O.C. ON CENTER
OFF OFFSET
P/C POWER AND CONTROL
PC POINT OF CURVATURE
PCC PORTLAND CEMENT CONCRETE
PI POINT OF INTERSECTION
PVC POLYVINYL CHLORIDE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENCY
PVI POINT OF VERTICAL INTERSECTION
R RIGHT, RADIUS
RAIL RUNWAY ALIGNMENT INDICATOR LIGHTS
RCP REINFORCED CONCRETE PIPE
RGS RIGID GALVANIZED STEEL (SAME AS GRS)
RPR RESIDENT PROJECT REPRESENTATIVE
RLCZ RUNWAY LATERAL CLEARANCE ZONE
R/W, RW, RWY RUNWAY
SF SILT FENCE
STA STATION
TPCG TERREBONNE PARISH CONSOLIDATED GOVERNMENT
TOF TOP OF FOUNDATION
T/W, TW, TWY TAXIWAY
TYP TYPICAL
U.L. UNDERWRITERS LABORATORY
WWF WELDED WIRE FABRIC
# NUMBER
DETAIL/ SECTION NUMBER
SOURCE DRAWING
ADDITIONAL SOURCE DRAWING (S)
EXISTING CONDITIONS LEGEND
UNDERGROUND ELECTRICAL CONDUIT/ DUCT BANK
OVERHEAD ELECTRICAL CABLES
UNDERGROUND COMMUNICATION CONDUIT/ DUCT BANK
NATURAL GAS LINE
SANITARY SEWER LINE
STORM PIPE
WATERLINE
FENCE
RUNWAY SAFETY AREA
RUNWAY OBJECT FREE AREA
TAXIWAY SAFETY AREA
TAXIWAY OBJECT FREE AREA
ELECTRICAL HANDHOLE
ELECTRICAL JUNCTION STRUCTURE
UTILITY POLE
TAXIWAY EDGE LIGHT (ELEVATED)
RUNWAY END LIGHT (ELEVATEED)
TRUE NORTH
CS501
C8
DRAWING DETAIL
IS LOCATED
SECTION CALL OUT
DETAIL CALL OUT
DETAIL NUMBER
DRAWING SECTION
IS LOCATED
SECTION NUMBER
E E
OH/E
COM
NG NG
SAN
ST
W W
X X
RSA
ROFA
TSA
TOFA
E
J
W. KING
C. WULFF
W. KING
J
HUM-D-MALSR-G-002
WULFFCS
WULFFCS
WULFFCS
J J
TW F
ATC
T
T
T X
X
X
X
X
X
X
X
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
X
X
X
J
E J E
JJ
J
JD
X
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
R
SA
0+00 5+00 10+00 15+00 20+00 25+00
RUNWAY 18 MALSR BASELINE
STA: 0+00.00
OFF: 0.00
N: 391556.68
E: 3494791.59
RUNWAY 18 MALSR BASELINE
STA: 25+00.00
OFF: 0.00
N: 394056.68 E: 3494791.45
P-1 P-2 P-3 P-4
P-5 P-6
P-7 P-8 P-9 P-10
P-11
P-12
P-13
P-14
P-15 P-16
P-17P-18
P-19
P-20 P-21
P-22
P-23
P-24
P-25 P-26
P-27
P-28
PROJECT LIMIT POINT TABLE
POINT NO.
P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-9
P-10
P-11
P-12
P-13
P-14
NORTHING
391555.2
391776.8
391776.8
392708.2
392708.2
392892.6
392990.7
393369.7
393483.9
393554.0
394041.9
394287.9
394250.1
394063.7
EASTING
3494671.4
3494671.4
3494746.6
3494746.5
3494607.1
3494607.1
3494746.5
3494746.5
3494668.7
3494766.5
3494766.5
3495031.9
3495067.6
3494866.5
PROJECT LIMIT POINT TABLE
POINT NO.
P-15
P-16
P-17
P-18
P-19
P-20
P-21
P-22
P-23
P-24
P-25
P-26
P-27
P-28
NORTHING
393788.4
393640.6
393561.2
392669.2
392669.2
392177.0
392166.0
392127.2
392149.0
392471.6
392471.5
391575.2
391575.2
391555.2
EASTING
3494866.5
3494977.4
3494866.5
3494866.5
3495213.2
3495491.1
3495535.2
3495525.6
3495437.6
3495246.1
3494866.5
3494866.6
3494911.6
3494911.6
CONSTRUCTION ACCESS AND
PROJECT LAYOUT PLAN
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
N
SCALE: 1 INCH = 400 FEET
8004000 200
STAGING AREA/ HAUL ROUTE NOTES
1. THE CONTRACTOR'S STAGING AREA AND HAUL ROUTES SHALL BE AS
SHOWN ON THE PLANS.
2. ALL EXISTING GRASSED AREAS WHICH ARE DISTURBED SHALL BE
RESTORED TO THEIR ORIGINAL CONDITION OR BETTER AT THE COMPLETION
OF THE PROJECT AT NO ADDITIONAL COST TO THE OWNER.
3. THE CONTRACTOR WILL NOT BE PERMITTED TO UTILIZE ANY TAXIWAY OR
RUNWAY AS A HAUL ROUTE AT ANY TIME.
4. ALL TAXIWAYS AND RUNWAYS SHALL BE KEPT FREE OF FOD (DEBRIS, DIRT,
ETC.) AT ALL TIMES. ANY MATERIAL FOUND ON ANY TAXIWAY OR RUNWAY
SHALL BE IMMEDIATELY CLEANED UP TO THE SATISFACTION OF THE RPR
AND CORRECTIVE ACTIONS SHALL BE TAKEN TO PREVENT FUTURE FOD
FROM BEING DEPOSITED ON THE TAXIWAY OR RUNWAY PAVEMENTS.
5. THE CONTRACTOR SHALL HAVE A POWER SWEEPER, BLOWER, OR OTHER
APPROVED EQUIPMENT TO MAINTAIN THE CONSTRUCTION AREA AS WELL
AS THE AREAS ADJACENT TO THE CONSTRUCTION AREA.
6. DUST GENERATED DUE TO CONSTRUCTION ACTIVITIES SHALL BE
ADEQUATELY CONTROLLED AT ALL TIMES.
7. ALL EQUIPMENT MUST BE RETURNED TO THE STAGING AREA AT THE
COMPLETION OF THE WORK DAY AND REMAIN IN THE STAGING AREA UNTIL
NEEDED FOR CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING
ALL PERMANENT AND TEMPORARY CONNECTIONS TO THE STAGING AREA
AT NO ADDITIONAL COST TO THE OWNER.
9. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL PUBLIC
ROADWAYS THAT ARE UTILIZED TO ACCESS THE CONSTRUCTION AREA WITH
THE LA DOTD AND OBTAIN ALL NECESSARY PERMITS TO DO SO.
SURVEY CONTROL NOTES
1. THE SURVEY CONTROL POINTS ARE AVERAGED OPUS SOLUTIONS THAT
ESTABLISH THE CONNECTION TO THE NATIONAL SPATIAL REFERENCE
SYSTEM ON THE NAD 83/2011 EPOCH 2010.00 REFERENCE FRAME.
2. THE VERTICAL DATUM IS NAVD88 AND ORTHOMETRIC HEIGHTS ARE DERIVED
FROM APPLYING THE GEOD18 TO THE NAD83 ELLIPSOID HEIGHTS.
3. THE NAD83 LATITUDE AND LONGITUDE IS PROJECTED ON THE LOUISIANA
SOUTH ZONE STATE PLANE COORDINATE SYSTEM TO PRODUCE NORTHINGS
AND EASTINGS.
4. ALL UNITS ARE US SURVEY FEET UNLESS OTHERWISE NOTED.
5. SEE CS100 SERIES FOR ROADWAY ALIGNMENT INFORMATION.
TEMPORARY MARKINGS BARRICADES, AND TRAFFIC
CONTROL FOR ROADWAYS
1. ALL TRAFFIC CONTROL REQUIRED FOR PUBLIC ROADWAYS, SUCH AS:
AVIATION ROAD, ROUTE 24, OR ROUTE 659 SHALL BE PERFORMED IN
ACCORDANCE WITH LA DOTD STANDARD DRAWINGS. THE CONTRACTOR
SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL DEVICES.
CONTRACTOR
ACCESS POINT
(GATE M-6)
SR 24
SR 659
BAYOU TERREBONNE
AVIATION RD
NORTH
APRON
RUNWAY 18-36
TW B TW BTW B
TW
J TW
E
TW
D
TW
D
TW
C
TW
F
TW
A
EAST APRON
RUNW
AY
-3
CONTROL POINT
HUM1
N: 392,499.59 E: 3,495,157.34
ELEV: 7.76
CONTROL POINT
HUM2
N: 393,037.27 E: 3,494,836.26
ELEV: 5.90
CONTRACTOR
STAGING AREA
BAYOU TERREBONNE
BAYOU PETIT GAILLOU
LAFAYETTE W
OODS BLVD
TW F
THUNDERBIRD RD
TE
R M
IN
A
L R
D
TAXI RD
S A
FE
TY
R D
B A
U C
H R
D
ROUNDS RD
SR 659
SR 24
AIR TRAFFIC
CONTROL TOWER
GATE M-5
W. KING
C. WULFF
W. KING
HUM-D-MALSR-G-101
PROJECT
LIMITS
HAUL ROUTE
WULFFCS
WULFFCS
WULFFCS
RUNW
AY 12-30
(185' X 4,999')
TW
E
TW
H
TW
J
TW B
TW
B
R
SA
R
SA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
R O
FA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
TA
XI
W
AY
E
TAXIWAY B
TA
X
IW
A
Y B
TA
X
IW
A
Y
J RUNW
AY
2-
E W
O O
D
LA
N D
R A
N C
H R
DBAYOU CHAUVIN RUNWAY 18-36
250.00
250.00
J J
OH/E
WCOM
NG
TW
ATW
F
TW
C
TW
D
R
AM
P
TW B
TW A
C
T
T
C
E
E
E E
E E E E E
E E
E
E E E
X
X
X
X
E E E
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
OH/E
X
X
X
X
X
X
X
J
E E
E E
E E
E E
E
E
E
E
SAN
COM
W
W
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
J
E J E
JJ
J
JD
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
R
SA
RUNWAY 18-36
NORTH
APRON
TAXIWAY B
TA
X
IW
A
Y F
TA
X
IW
A
Y A
TA
X
IW
A
Y B
TA
X
IW
A
Y D
TA
XI
W
AY
D
TA
X
IW
A
Y C
SR 24
SR 65
BAYOU TERREBONNEAVIATION RD
FAA-P/C
E
E
E
D
FA
A-
P/ C
FAA-P/C
T
PHASING PLAN
SCALE: 1 INCH = 200 FEET
4002000 100
SUB-PHASE 2B SUB-PHASE 2A
GENERAL PHASING NOTES
1. THE PHASING PLANS HAVE BEEN DEVELOPED IN COORDINATION WITH FAA,
AIRPORT OPERATIONS, AND OTHER STAKEHOLDERS AND SHALL BE FOLLOWED
WITHOUT REVISION UNLESS APPROVED OTHERWISE IN WRITING BY THE RPR.
2. THE TOTAL CONTRACT DURATION SHALL BE 275 CONTINUOUS CALENDAR DAYS
(CCD), WHICH INCLUDES A 35 CCD CLOSEOUT PHASE THAT STARTS AT THE
COMPLETION OF PHASE 2.
3. WHEN A CLOSURE OF RUNWAY OR TAXIWAY IS SHOWN ALL ASSOCIATED
SIGNAGE SHALL BE COVERED AND ALL EDGE LIGHTING SHALL BE
DE-ENERGIZED FOR THE CLOSED PORTION OF THE TAXIWAY.
4. THE LOW-PROFILE BARRICADES AND RUNWAY CLOSURE DEVICES REQUIRED TO
CLOSE AIRFIELD PAVEMENTS WILL BE FURNISHED, ERRECTED, AND MAINTAINED
BY THE AIRPORT. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT AT
LEAST 7 CCD PRIOR TO THE START OF THE PHASE IN WHICH THEY ARE NEEDED.
5. PRIOR TO THE START OF PHYSICAL CONSTRUCTION THE CONTRACTOR SHALL
FURNISH AND INSTALL PLACE LOW-PROFILE BARRICADES ALONG THE PROJECT
LIMITS DEFINED ON SHEET G-101.
6. THE CONTRACTOR SHALL DEVELOP AND MAINTAIN A CONSTRUCTION SCHEDULE
PRIOR TO THE START OF CONSTRUCTION. THIS SCHEDULE SHALL BE UPDATED
WEEKLY TO PROVIDE AN ACCURATE 3-WEEK LOOK AHEAD.
PHASE 1
1. THE DURATION OF THIS PHASE IS 218 CONTINUOUS CALENDAR DAYS.
2. THE START OF THIS PHASE SHALL BE BASED ON THE CONTRACT NTP.
3. THIS PHASE HAS BEEN ESTABLISHED TO ALLOW THE CONTRACTOR PERFORM
THE FOLLOWING AS A MINIMUM TO AVOID DELAYS DURING CONSTRUCTION:
· SUBMIT DETAILED CONSTRUCTION SCHEDULE
· SUBMIT SAFETY PLAN COMPLIANCE DOCUMENT
· SUBMIT SUBMITTALS, AND OBTAIN APPROVAL, FOR LONG LEAD ITEMS, SUCH
AS BUT NOT LIMITED TO: BASE CANS, TRANSFORMERS, CONCRETE/
ASPHALT MIX DESIGNS, LIR SUPPORTS, ETC.
· DEVELOP TRAFFIC CONTROL PLAN FOR STATE ROUTES 26 AND 659, AND
AVIATION ROAD
· SET UP SURVEY CONTROL AND VERIFY EXISTING SITE CONDITIONS.
· PLACEMENT OF EMBANKMENT AT THE MALSR SHELTER SITE.
· CONSOLIDATION OF EMBANKMENT AT MALSR SHELTER SITE.
(APPROXIMATELY 6 MONTHS TOTAL)
4. ALL WORK REQUIRED TO SET UP SURVEY CONTROL FOR THE CONSTRUCTION
OF THE PROJECT AND TO VERIFY EXISTING CONDITIONS SHALL BE
COORDINATED WITH THE RPR WITHIN 5 DAYS OF THE CONTRACT NTP.
5. THE PLACEMENT OF EMBANKMENT SHALL NOT START UNTIL APPROVAL OF THE
FAA FORM 7460-1, WHICH CAN TAKE UP TO 45 CCD.
6. THE WORK AREA SHOWN SHALL BE AVAILABLE TO THE CONTRACTOR FOR 14
CCD, 24 HOURS A DAY TO ALLOW FOR THE PLACEMENT OF EMBANKMENT AT THE
MALSR SHELTER SITE AND INSTALLATION OF SETTLEMENT MONITORING
DEVICES.
PHASE 2
1. THIS PHASE HAS BEEN SPLIT INTO 2 SUB-PHASES AS DESCRIBED HEREIN BASED
ON THE WORKING RESTRICTIONS. THE TOTAL DURATION OF THIS PHASE IS 120
CCD.
2. THE START OF THIS PHASE IS 120 DAYS FOLLOWING THE CONTRACT NTP,
PROVIDED THE CONTRACTOR HAS ADEQUATE MATERIALS ON HAND AND ALL
LONG LEAD SUBMITTALS HAVE BEEN APPROVED. THIS PHASE SHALL NOT START
UNTIL THE APPROVAL OF LONG LEAD MATERIAL SUBMITTALS. NO ADDITIONAL
TIME WILL BE PROVIDED FOR LATE SUBMITTALS.
SUB-PHASE 2A
1. THE DURATION OF THIS SUB-PHASE IS 120 CCD.
2. WHILE WORKING IN ONLY THIS SUB-PHASE NO AIRFIELD CLOSURES ARE
REQUIRED.
3. WHEN WORKING WITHIN THE RIGHT OF WAY FOR STATE ROUTE 26 OR 659 THE
WORK SHALL BE COORDINATED WITH THE LA DOTD AND ALL REQUIRED TRAFFIC
CONTROL MEASURES SHALL BE IN PLACE.
4. THE WORK AREA SHOWN FOR THIS PHASE SHALL BE AVAILABLE TO THE
CONTRACTOR 24 HOURS A DAY, 7 DAYS A WEEK.
5. THE CONSTRUCTION OF THE INFRASTRUCTURE AT THE MALSR SHELTER SITE
SHALL NOT START UNTIL THE CONSOLIDATION OF THE EMBANKMENT HAS
COMPLETED.
SUB-PHASE 2B
1. THE DURATION OF THIS SUB-PHASE IS 60 CCD AND IS PERFORMED
CONCURRENTLY WITH THE LAST 60 CCD OF SUB-PHASE 2A
2. PRIOR TO ANY WORK STARTING IN THIS SUB-PHASE THE CONTRACTOR SHALL
HAVE ALL BARRICADES AND RUNWAY CLOSURE DEVICES IN PLACE AND
APPROVED BY THE RPR IN WRITING.
3. THE AREA SHOWN FOR THIS PHASE SHALL BE AVAILABLE TO THE CONTRACTOR
24 HOURS A DAY, 7 DAYS A WEEK.
LEGEND
LOW PROFILE BARRICADE PLACED EDGE OF
PAVEMENT TO EDGE OF PAVEMENT
(TO BE PLACED BY AIRPORT)
RUNWAY CLOSURE MARKER
(TO BE PLACED BY AIRPORT)
REV. APPROVED
DATE DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
30.00'
86.00
86.00
.0
POSITION RUNWAY CLOSURE
DEVICE ON THE RUNWAY
DESIGNATION
POSITION RUNWAY CLOSURE
DEVICE ON THE RUNWAY
DESIGNATION
0.
00 40 0.
0.
0.
0.
00 40 0.
0.
0.
1000.00
END OF RUNWAY
1000.0
END OF RUNWAY
HUM-D-MALSR-G-201
PHASE 1
WULFFCS
WULFFCS
WULFFCS
OH/E
W
W
COM
COM
NG
NG
C
C
X
X
X
X
RSA RSA RSA RSA RSA RSA RSA RSA
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
R O
FA
OH/E
OH/E
X
X
X
X
X
X
X
X
X
X
E E
E E
E E
E E
E E
SAN
SAN
SAN
COM
COM
COM
W
W
W
W
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
J
RSA RSA RSA RSA RSA RSA RSA RSA
R
SA
R
SA
R
SA
FAA-P
FAA-P
FAA-P FAA-P FAA-P FAA-P/C FAA-P/C FAA-P/CFAA-P/C
FAA-P/C
FAA-P/C
FAA-P/C
E
D
FAA-P/C
FA
A-
P/ C
FA
A-
P/ C
FA
A-
P/ C
FAA-P/C
FAA-P/C
T
0+00 5+00 10+00 15+00 20+00 25+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
0+
.0
2+
.0
4+
.0
6+
.0
8+
.0
+3
5.
+2
7.
+1
9.
+1
1.
+0
1.
+0
6.
+9
0.
+7
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
HOR SCALE: 1" = 100'
VER SCALE: 1" = 10'
RUNWAY 18 MALSR
-10.0
0.0
10.0
20.0
30.0
40.0
50.0
60.0
-10.0
0.0
10.0
20.0
30.0
40.0
50.0
60.0
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
0.00%
1.53%
0.00%
HUM-D-MALSR-G-300
MALSR PLAN AND PROFILE OVERALL
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
NOTES
1. AT THE THRESHOLD BAR (MALSR STA: 0+10.00), THE INSTALLATION HEIGHT ABOVE GRADE OF ALL LIGHTS ABOVE GRADE WILL BE UNIFORM, THE ELEVATION (MSL) OF THE LIGHTS WILL VARY.
2. THE LIGHTS AT MALSR STA: 0+10.00 AND 2+15.00 SHALL BE INSTALLED AT A MAXIMUM HEIGHT OF
14 INCHES ABOVE THE FOUNDATION
3. ALL LIGHTS AT MALSR STA: 10+35.00 SHALL BE INSTALLED AT THE SAME ELEVATION.
INFORMATION PROVIDED IS BASED ON EXTENDED CENTERLINE.
4. STRUCTURE HEIGHT IS THE DIFFERENCE IN ELEVATION BETWEEN THE CENTER OF THE FIXTURE
AND THE TOP OF THE FOUNDATION.
5. LIGHT PLANE IS CENTERED ON RUNWAY 18 MALSR BASELINE.
6. SUPPORT TYPE BASED ON FLOODPLAIN LIR HEIGHTS ABOVE GRADE.
7. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES WITHIN THE PROJECT
AREA.
8. PROFILE SHOWN IS FOR THE NEW SYSTEM INSTALLED AS PART OF THIS PROJECT.
SCALE: 1 INCH = 100 FEET
2001000 50
RUNWAY 18 MALSR INSTALLATION SCHEDULE
STATION
EXISTING
GRADE
ELEV.
TOP OF
FOUNDATION
ELEV.
LAMP CENTER ELEV.
SUPPORT
HEIGHT
(SEE NOTE 4)
LIGHT
ANGLE
SUPPORT
TYPE
(SEE NOTE 6)
MALS
0+10.00 7.04 7.04 7.04 (SEE NOTE 2 & 3) 0.83 3.10 EMT
2+15.00 6.91 7.00 7.04 (SEE NOTE 3) 0.83 3.20 EMT
4+20.00 6.25 6.25 10.18 3.93 3.26 EMT
6+25.00 6.32 6.50 13.31 6.81 3.32 MG-20
8+30.00 6.47 6.70 16.44 9.74 3.29 MG-20
10+35.00 7.12 7.25 19.57 (SEE NOTE 4) 12.32 3.35 MG-20
12+27.00 7.35 7.50 22.50 15.00 3.41 MG-20
14+19.00 6.77 7.00 22.50 15.50 3.51 MG-20
RAIL
16+11.00 3.52 5.75 22.50 16.75 6.00 MG-20
18+01.00 3.74 5.25 22.50 17.25 6.00 MG-20
20+06.00 4.04 5.60 22.50 16.90 6.00 MG-20
22+90.00 4.36 5.60 22.50 16.90 6.00 MG-20
24+70.00 4.22 5.60 22.50 16.90 6.00 MG-20
MALS RAIL
AVIATION ROAD
STATE ROUTE 24
BAYOU
TERREBONNE
STATE R
OUTE 65
MALSR SHELTER
RUNWAY 18 THRESHOLD
MALSR STA: 0.00
PAVED ACCESS
ROAD (TYP)
RUNWAY 18-36
TA
X
IW
A
Y A
TA
X
IW
A
Y B
AOA FENCE
BAYOU TERREBONNE
MALS RAIL
EXISTING
GRADE
PART 77 APPROACH
SURFACE (50H:1V)
RUNWAY 18
MALSR LIGHT
LANE PROFILE
(SEE NOTE 8)
FEMA FLOOD
ELEVATION
RUNWAY 18
THRESHOLD
(ELEV: 7.04')
UTILITIES
- NATURAL GAS
- TELECOM
- 10" WATER
ELECTRICAL LINE
OVERHEAD
ELECTRICAL LINE
UTILITY POLE
TILT TILT PARALLEL
TO ROAD
TILT TILT
AOA FENCE
(7' HEIGHT)
AVIATION ROAD HIGH
POINT (200' LEFT)
(15' CLEARANCE)
AVIATION ROAD
STATE ROUTE 24
(15' CLEARANCE)
RUNWAY 36-18
OBJECT FREE AREA
RUNWAY 36-18
SAFETY AREA
2.
59 MALSR SYSTEM ELECTRICAL
DUCTBANK (TYP)
2,470.00' 200.00
0.
' L
IG
H
T
PL
AN
E
100.00' PRIMARY
RAIL LIGHT LANE
150.00' SECONDARY
RAIL LIGHT LANE
150.00' SECONDARY
RAIL LIGHT LANE
RUNWAY 18
MALSR BASELINE
LIGHT STATION
0+10.00
LIGHT STATION
2+15.00
LIGHT STATION
4+20.00
LIGHT STATION
6+25.00
LIGHT STATION
8+30.00
LIGHT STATION
10+35.00
LIGHT STATION
12+27.00
LIGHT STATION
14+19.00
LIGHT STATION
16+11.00
LIGHT STATION
18+01.00
LIGHT STATION
20+06.00
LIGHT STATION
22+90.00
LIGHT STATION
24+70.00
N
TILT
TILT
TILT
TILT TILT TILT
UTILITIES
- SANITARY SEWER
UTILITIES
- ELECTRICAL
UTILITIES
- TELECOM
- 8" WATER
W. KING
C. WULFF
W. KING
WULFFCS
WULFFCS
WULFFCS
T
E E
E E
E E
E
E E E E E E E
E E
E E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
E E
E E
E E
E E
E E
E E
E E
E E E E
X
X
X
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
R O
FA
R
O
FA
J
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
J JD
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
REMOVE EXISTING RUNWAY 18
MALSR SHELTER AND FOUNDATION
ACCESS ROAD (GRAVEL)
A C
C E
S S
R O
A D
(G R
A V
E L)
REMOVE EXISTING EQUIPMENT
RACK AND FOUNDATION
R
R RRR STST
DEMOLISH EXISTING RUNWAY 18 MALSR
DISTRIBUTION PANEL FOUNDATION
RUNWAY 18
MALSR BASELINE
DEMOLISH
EXISTING RUNWAY
MALSR STA 10 EMT
FOUNDATIONS (15)
DEMOLISH EXISTING RUNWAY MALSR
STA 8 EMT FOUNDATIONS (5)
DEMOLISH EXISTING RUNWAY MALSR
STA 6 EMT FOUNDATIONS (5)
DEMOLISH EXISTING RUNWAY MALSR
STA 4 EMT FOUNDATIONS (5)
CUT CONDUITS FLUSH WITH
SURROUNDING PAVEMENT
AND FILL WITH GROUT
REMOVE ELEVATED JB
FOUNDATION
1-12" CMP
1-24" RCP
AIRPORT POWER
FEEDERS
REMOVE ELECTRICAL
CONDUITS UNDER ACCESS
ROAD
R
R R
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
STA: 0+11.50
OFF: 100.2 LT
STA: 0+08.50
OFF: 100.2 LT
STA: 0+11.50
OFF: 100.0 RT
STA: 0+08.50
OFF: 100.0 RT
LIMIT OF PCC REMOVAL
(SEE NOTES 2 AND 4)
REMOVE
LIGHT BASE
REMOVE
LIGHT BASE
PROTECT EXISTING
LIGHTING (TYP)
FILL JUNCTION
CAN WITH GROUT
J J
C
T
T
C
X
X
X
X
X
J
J
E J E
JJ
J
JD
HUM-D-MALSR-CD101
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
NOTES
1. LIMITS OF GRAVEL ACCESS ROAD AND MAINTENANCE AREAS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE GRAVEL AREA TO THE FULL EXTENT REQUIRED FOR THE INSTALLATION OF THE NEW
ACCESS ROAD, MAINTENANCE AREAS, AND 4 INCHES OF TOP SOIL.
2. SAW CUT PAVEMENT FULL DEPTH AT LIMIT OF REMOVAL PRIOR TO PAVEMENT REMOVAL.
3. PRIOR TO THE REMOVAL OF ANY FOUNDATION, EQUIPMENT RACK, ELECTRICAL JUNCTION
STRUCTURE, HANDHOLE, OR SHELTER ALL ELECTRICAL APPURTENANCES SHALL BE REMOVED IN
ACCORDANCE WITH THE ELECTRICAL DEMOLITION PLAN.
4. PCC REMOVAL SHOWN ALSO INCLUDES THE REMOVAL OF THE 20 MALSR THRESHOLD BAR LIGHT
BASES.
5. SEE SPECIFICATION SECTION P-101 FOR BACKFILL REQUIREMENTS.
RUNWAY 36-18
(PCC)
TA
X
IW
A
Y A
(P C
C
TA
X
IW
A
Y B
(P C
C
CIVIL DEMOLITION PLAN
M
AT
C H
L
IN
E
SH
EE
T
C D
RUNWAY 36-18
BLAST PAD (PCC)
KEY MAP
SCALE: 1 INCH = 40 FEET
160800 40
REMOVE ENTIRETY
OF STORM PIPES
(TYP)
R
R
W. KING
C. WULFF
W. KING
LEGEND
REMOVE GRAVEL ACCESS ROAD OR
MAINTENANCE AREA (SEE NOTE 1)
BITUMINOUS PAVEMENT REMOVAL (SEE
NOTE 2)
REMOVE PCC PAVEMENT (10" DEPTH) (SEE
NOTE 2)
REMOVE ELECTRICAL HANDHOLE
REMOVE ELECTRICAL JUNCTION STRUCTURE
REMOVE LIGHT BASE CAN
REMOVE TRANSFORMER FOUNDATION
REMOVE STORM PIPE (SIZE AND TYPE AS
INDICATED)
R RST
E R J R
RJ
T R
WULFFCS
WULFFCS
WULFFCS
J
X
X
W
W
W
W
W
W
WCOM
COM
COM
COM
COM
NG
NG
NG
NG
NG
STST
C
E
E
E
E
X
X
X
X
E E E E E E E E E E E
X
X
X
X
E E E E E E E E E E E E E E E E E E E E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E J E
JJ
J
ACCESS ROAD (GRAVEL) ACCESS ROAD (GRAVEL)
R R
R R
RUNWAY 18
MALSR BASELINE
DEMOLISH EXISTING RUNWAY MALSR
STA 12 MG-20 LIR FOUNDATION
DEMOLISH EXISTING RUNWAY MALSR
STA 14 MG-20 LIR FOUNDATION
DEMOLISH EXISTING RUNWAY MALSR
STA 18 MG-20 LIR FOUNDATION AND
JB/ ICC CABINET FOUNDATION
DEMOLISH EXISTING RUNWAY MALSR
STA 16 MG-20 LIR FOUNDATION AND
JB/ ICC CABINET FOUNDATION
DEMOLISH EXISTING RUNWAY MALSR
STA 20 MG-20 LIR FOUNDATION AND
JB/ ICC CABINET FOUNDATION
DEMOLISH EXISTING RUNWAY MALSR
STA 22 MG-20 LIR FOUNDATION AND
JB/ ICC CABINET FOUNDATION
REMOVE ENTIRE
STORM PIPE
(TYP)
LIMIT OF AGGREGATE ROAD
REMOVAL EDGE OF ROAD
LIMIT OF CONDUIT REMOVAL AT LIR
FOUNDATION (SEE NOTE)
36" CMP
REMOVE COLLAPSED CMP AND
REGRADE SWALE TO MAINTAIN
EXISTING DRAINAGE PATH
36" CMP
DEMOLISH WOODEN
WARNING SIGN AND POST
TPCG 6" PVC
TPCG 10" CI
UNITI FIBER
TPCG GAS
R
R R
R R
R
R 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
LIMIT OF BITUMINOUS
PAVEMENT REMOVAL
AT EDGE OF AVIATION
ROAD
J J
T
TX
X
X
X
X
J
J
E J E
JJ
J
JD
HUM-D-MALSR-CD102
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
AVIATION ROAD
STATE ROUTE 24
BAYOU TERREBONNE
N
KEY MAP
CIVIL DEMOLITION PLAN
M
AT
C H
L
IN
E
SH
EE
T
C D
M
AT
C H
L
IN
E
SH
EE
T
C D
NOTES
1. LIMITS OF GRAVEL ACCESS ROAD AND MAINTENANCE AREAS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE GRAVEL AREA TO THE FULL EXTENT REQUIRED FOR THE INSTALLATION OF THE NEW
ACCESS ROAD, MAINTENANCE AREAS, AND 4 INCHES OF TOP SOIL.
2. SAW CUT PAVEMENT FULL DEPTH AT LIMIT OF REMOVAL PRIOR TO PAVEMENT REMOVAL.
3. PRIOR TO THE REMOVAL OF ANY FOUNDATION, EQUIPMENT RACK, ELECTRICAL JUNCTION
STRUCTURE, HANDHOLE, OR SHELTER ALL ELECTRICAL APPURTENANCES SHALL BE REMOVED IN
ACCORDANCE WITH THE ELECTRICAL DEMOLITION PLAN.
4. SEE SPECIFICATION SECTION P-101 FOR BACKFILL REQUIREMENTS.
LEGEND
REMOVE GRAVEL ACCESS ROAD OR
MAINTENANCE AREA (SEE NOTE 1)
BITUMINOUS PAVEMENT REMOVAL (SEE
NOTE 2)
REMOVE PCC PAVEMENT (10" DEPTH) (SEE
NOTE 2)
REMOVE ELECTRICAL HANDHOLE
REMOVE ELECTRICAL JUNCTION STRUCTURE
REMOVE LIGHT BASE CAN
REMOVE TRANSFORMER FOUNDATION
REMOVE STORM PIPE (SIZE AND TYPE AS
INDICATED)
R RST
E R J R
RJ
T R
W. KING
C. WULFF
W. KING
WULFFCS
WULFFCS
WULFFCS
OH/E
OH/E
OH/E
OH/E
C
EEEE
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
E E E E
COM
COM
COM
COM
COM
COM
COM
COM
W
W
W
W
W
W
W
W
W
W
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
STATE R
OUTE 65
RUNWAY 18
MALSR BASELINE
DEMOLISH EXISTING RUNWAY MALSR
STA 22 MG-20 LIR FOUNDATION AND
JB/ ICC CABINET FOUNDATION
LIMIT OF AGGREGATE ROAD
REMOVAL EDGE OF ROAD
TPCG 8" PVC
R R24+00 25+00
J J
T
TX
X
X
X
X
J
J
E J E
JJ
J
JD
HUM-D-MALSR-CD103
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
CIVIL DEMOLITION PLAN
M
AT
C H
L
IN
E
SH
EE
T
C D
LAFAYETTE W
OODS BLVD
LAFAYETTE W
OODS BLVD
NOTES
1. LIMITS OF GRAVEL ACCESS ROAD AND MAINTENANCE AREAS ARE APPROXIMATE. CONTRACTOR SHALL REMOVE GRAVEL AREA TO THE FULL EXTENT REQUIRED FOR THE INSTALLATION OF THE NEW
ACCESS ROAD, MAINTENANCE AREAS, AND 4 INCHES OF TOP SOIL.
2. SAW CUT PAVEMENT FULL DEPTH AT LIMIT OF REMOVAL PRIOR TO PAVEMENT REMOVAL.
3. PRIOR TO THE REMOVAL OF ANY FOUNDATION, EQUIPMENT RACK, ELECTRICAL JUNCTION
STRUCTURE, HANDHOLE, OR SHELTER ALL ELECTRICAL APPURTENANCES SHALL BE REMOVED IN
ACCORDANCE WITH THE ELECTRICAL DEMOLITION PLAN.
4. SEE SPECIFICATION SECTION P-101 FOR BACKFILL REQUIREMENTS.
W. KING
C. WULFF
W. KING
LEGEND
REMOVE GRAVEL ACCESS ROAD OR
MAINTENANCE AREA (SEE NOTE 1)
BITUMINOUS PAVEMENT REMOVAL (SEE
NOTE 2)
REMOVE PCC PAVEMENT (10" DEPTH) (SEE
NOTE 2)
REMOVE ELECTRICAL HANDHOLE
REMOVE ELECTRICAL JUNCTION STRUCTURE
REMOVE LIGHT BASE CAN
REMOVE TRANSFORMER FOUNDATION
REMOVE STORM PIPE (SIZE AND TYPE AS
INDICATED)
R RST
E R J R
RJ
T R
WULFFCS
WULFFCS
WULFFCS
X
ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
R O
FA
R
O
FA
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
J
RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA RSA
R
SA
R
SA
R
SA
R
SA
R
SA
R
SA
ST
ST
E
E
E
E
E
D
T
ACCESS ROAD
AC
C
ES
S
R O
AD
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00
110+00 111+00
0+
1+
2+
3+
3+
NORTHING: 392457.96
EASTING: 3494813.04
RADIUS=194.00
LENGTH=52.29
DELTA=164.56
NORTHING: 392558.37
EASTING: 3494840.77
RADIUS=194.00
LENGTH=52.28
DELTA=164.56
NORTHING: 392630.04
EASTING: 3494840.77
RADIUS=194.00
LENGTH=52.30
DELTA=164.55
MALSR STA 2 THRU 18 ACCESS ROAD BASELINE
STATION = 100+00.00
OFFSET = 0.00
NORTHING = 391556.68
EASTING = 3494813.09
MALSR SHELTER ACCESS ROAD BASELINE
STATION = 203+88.56
OFFSET = 0.000
= MALSR STA 2 THRU 18 ACCESS ROAD BASELINE
STATION = 110+29.62
OFFSET = 0.00
NORTHING = 392583.18
EASTING = 3494840.77
MALSR SHELTER ACCESS ROAD BASELINE
STATION = 200+50.00
OFFSET = 0.00
NORTHING = 392583.20
EASTING = 3495179.33
0+00 5+00 10+000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
1-1 1-3 1-4
1-5
1-6
GEOMETRY POINT TABLE
POINT NO.
1-1
1-2
1-3
1-4
1-5
1-6
STATION
102+22.00
102+53.00
102+53.00
102+68.00
102+68.00
102+22.00
OFFSET
33.50 L
33.50 L
21.00 L
21.00 L
6.00 L
6.00 R
DESCRIPTION
PI
PI
PC
R=15.00'
PC
PI
1-2
1-8
1-10
1-11
1-12
1-13 1-14
1-151-16
1-17 1-18
1-191-7
1-9
GEOMETRY POINT TABLE
POINT NO.
1-7
1-8
1-9
1-10
1-11
1-12
1-13
STATION
203+83.66
203+68.74
203+68.74
200+55.21
200+55.21
200+70.21
201+00.20
OFFSET
19.43 L
21.00 L
6.00 L
6.00 L
41.00 R
56.00 R
56.00 R
DESCRIPTION
PRC
R=15.00'
PC
PI
PI
PI
PI
GEOMETRY POINT TABLE
POINT NO.
1-14
1-15
1-16
1-17
1-18
1-19
STATION
201+00.21
201+15.25
201+14.41
203+65.67
203+67.56
203+82.56
OFFSET
21.00 R
21.00 R
6.00 R
6.00 R
21.00 R
21.00 R
DESCRIPTION
PC
R=15.00'
PC
PC
R=15.00'
PC
X
HUM-D-MALSR-CS101
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
NOTES
1. FOR RUNWAY 18 MALSR BASELINE LAYOUT SEE SURVEY CONTROL PLAN.
2. WHERE PCC MAINTENANCE AREAS ARE ADJACENT TO THE ACCESS ROAD THE MAINTENANCE AREA SHALL ABUT THE ACCESS ROADWAY. THE ROADWAY GEOMETRY DICTATES THE INTERFACE OF THE
TWO AREAS.
RUNWAY 36-18
(PCC)
TA
X
IW
A
Y A
(P C
C
TA
X
IW
A
Y B
(P C
C
LIGHT STATION
0+10.00
LIGHT STATION
2+15.00
LIGHT STATION
4+20.00
LIGHT STATION
6+25.00
LIGHT STATION
8+30.00
CIVIL SITE PLAN
M
AT
C H
L
IN
E
SH
EE
T
C S1
RUNWAY 18 MALSR
SHETLER
RUNWAY 36-18
BLAST PAD (PCC)
12.00
(TYP)
80400 20
LEGEND
BITUMINOUS PAVEMENT
FAA FENCEX
CS501
E8
CS501
E8
CS501
E6
CS501
E6
CS501
C8
CS501
C8
LIGHT STATION 10+35.00
(SEE SHEET CS401)
RUNWAY 18 MALSR
BASELINE (SEE NOTE 1)
W. KING
C. WULFF
W. KING
MALSR STA 2 THRU 18
ACCESS ROAD BASELINE
MALSR SHELTER
ACCESS ROAD BASELINE
WULFFCS
WULFFCS
WULFFCS
W
W
W
W
W
W
WCOM
COM
COM
COM
COM
NG
NG
NG
NG
NG
C
X
X
X
X
X
X
X
X
E E E E E E E E E E E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
E
E
E
E
E
E
E
E
E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
ST ST
X
X X
X
X
X
X
X
X
ACCESS ROADACCESS ROAD ACCESS ROAD
118+99
111+00
112+00 113+00 114+00 115+00
116+00 117+00 118+00 150+00 151+00
NORTHING: 392730.45
EASTING: 3494813.02
RADIUS=194.00
LENGTH=52.29
DELTA=164.56
MALSR STA 2 THRU 18 ACCESS ROAD BASELINE
STATION = 118+00.00
OFFSET = 0.00
NORTHING = 393350.43
EASTING = 3494812.99
MALSR STA 22 AND 24 ACCESS ROAD BASELINE
STATION = 151+00.00
OFFSET = 0.00
NORTHING = 393838.18
EASTING = 3494812.96
15+00 20+0011+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
2-1 2-2
2-3
2-5
2-6
2-7 2-8
2-9 2-10
2-11
2-12
2-13 2-16
2-17
2-18
2-192-20
2-21 2-22
2-23
2-24 2-25
2-26 2-27
2-28
GEOMETRY POINT TABLE
POINT NO.
2-1
2-2
2-3
2-4
2-5
2-6
2-7
2-8
2-9
2-10
2-11
STATION
115+06.00
115+06.00
115+18.46
115+46.97
115+34.51
115+34.51
115+55.49
115+67.89
115+67.89
116+87.05
116+87.05
OFFSET
6.00 L
21.00 L
29.35 L
12.66 R
21.00 R
6.00 R
12.55 L
21.00 L
6.00 L
6.00 L
56.00 L
DESCRIPTION
PC
R=15.00'
PC MATCH EXISTING
PC MATCH EXISTING
R=15.00'
PC
PC MATCH EXISTING
R=15.00'
PC
PC
R=15.00'
GEOMETRY POINT TABLE
POINT NO.
2-12
2-13
2-14
2-15
2-16
2-17
2-18
2-19
2-20
2-21
2-22
STATION
117+31.72
117+57.25
117+57.25
117+65.25
117+65.25
117+85.25
117+85.25
117+81.50
115+96.70
115+96.70
115+84.18
OFFSET
33.55 L
22.00 L
50.00 L
50.00 L
30.00 L
30.00 L
3.88 R
6.00 R
6.00 R
21.00 R
29.27 R
DESCRIPTION
PRC
R=28.00'
PC
PC
R=20.00'
PC
PI
PI
PC
R=15.00'
PC MATCH EXISTING
GEOMETRY POINT TABLE
POINT NO.
2-23
2-24
2-25
2-26
2-27
2-28
3-1
STATION
151+30.50
151+30.50
151+50.50
151+48.66
151+58.50
151+58.50
151+83.70
OFFSET
6.00 R
30.00 L
30.00 L
49.91 L
50.00 L
22.00 L
34.20 L
DESCRIPTION
PI
PC
R=20.00'
PC
PC
R=28.00'
PRC (SHOWN ON CS103)
2-4
2-14 2-15
X
HUM-D-MALSR-CS102
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
AVIATION ROAD
STATE ROUTE 24
BAYOU TERREBONNE
LIGHT STATION
12+27.00
LIGHT STATION
14+19.00
LIGHT STATION
16+11.00
LIGHT STATION 18+01.00
(SEE CS401)
LIGHT STATION 20+06.00
(SEE CS401)
LIGHT STATION
22+90.00
N
KEY MAP
CIVIL SITE PLAN
M
AT
C H
L
IN
E
SH
EE
T
C S1
M
AT
C H
L
IN
E
SH
EE
T
C S1
12.00
(TYP)
CS501
E6
CS501
E6
CS501
E4
CS501
E4
CS501
C8
CS501
C8
RUNWAY 18 MALSR
BASELINE (SEE NOTE 1)
LEGEND
BITUMINOUS PAVEMENT
FAA FENCEX
W. KING
C. WULFF
W. KING
NOTES
1. FOR RUNWAY 18 MALSR BASELINE LAYOUT SEE SURVEY CONTROL PLAN.
2. WHERE PCC MAINTENANCE AREAS ARE ADJACENT TO THE ACCESS ROAD THE MAINTENANCE AREA SHALL ABUT THE ACCESS ROADWAY. THE ROADWAY GEOMETRY DICTATES THE INTERFACE OF THE
TWO AREAS.
ACCESS ROAD
TIE-IN (TYP)CS501
A8
MALSR STA 22 AND 24
ACCESS ROAD BASELINE
MALSR STA 2 THRU 18
ACCESS ROAD BASELINE
WULFFCS
WULFFCS
WULFFCS
OH/E
OH/E
OH/E
C
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
COM
COM
COM
COM
COM
COM
COM
COM
W
W
W
W
W
W
W
W
W
W
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
OH/E
X
X
LIGHT STATION
24+70.00
ACCESS ROAD152+00 153+00
154+00
155+00
156+00
156+47
MALSR STA 22 AND 24 ACCESS ROAD BASELINE
NORTHING: 394049.59
EASTING: 3494812.95
RADIUS=44.00
LENGTH=36.24
DELTA=132.81
MALSR STA 22 AND 24 ACCESS ROAD BASELINE
STATION = 156+47.06
OFFSET = 0.00
NORTHING = 394279.21
EASTING = 3495060.77
25+0024+00 25+00
3-1 3-2
3-3
3-4
3-5
3-6
3-7
3-8
3-9
GEOMETRY POINT TABLE
POINT NO.
3-1
3-2
3-3
3-4
3-5
3-6
3-7
3-8
3-9
STATION
151+83.70
152+28.70
152+28.70
156+11.64
156+11.64
156+26.64
156+27.85
156+12.88
156+12.88
OFFSET
34.20 L
56.00 L
6.00 L
6.00 L
21.00 L
21.00 L
20.18 R
21.00 R
6.00 R
DESCRIPTION
PRC
R=15.00'
PC
PC
R=15.00'
PC
PC
R=15.00'
PC
X
HUM-D-MALSR-CS103
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
STATE R
OUTE 65
CIVIL SITE PLAN
M
AT
C H
L
IN
E
SH
EE
T
C S1
12.00
LAFAYETTE W
OODS BLVD
LAFAYETTE W
OODS BLVD
DRIVEW
AY
DRIVEW
AY
DRIVEW
AY
CS501
C8
RUNWAY 18 MALSR
BASELINE (SEE NOTE 1)
LEGEND
BITUMINOUS PAVEMENT
FAA FENCEX
W. KING
C. WULFF
W. KING
NOTES
1. FOR RUNWAY 18 MALSR BASELINE LAYOUT SEE SURVEY CONTROL PLAN.
2. WHERE PCC MAINTENANCE AREAS ARE ADJACENT TO THE ACCESS ROAD THE MAINTENANCE AREA SHALL ABUT THE ACCESS ROADWAY. THE ROADWAY GEOMETRY DICTATES THE INTERFACE OF THE
TWO AREAS.
ACCESS ROAD
TIE-IN (TYP) CS501
A8
MALSR STA 22 AND 24
ACCESS ROAD BASELINE
WULFFCS
WULFFCS
WULFFCS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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18+00
HUM-D-MALSR-CS401
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
CIVIL SITE PLAN
ENLARGED VIEWS
SCALE: 1 INCH = 5 FEET
1050 2.5
1" = 5'
LIGHT STATION 18+01.00 ENLARGED PLAN
1" = 5'
MALSR LIGHT STATION 10+35.00 ENLARGED PLAN
RUNWAY 18
MALSR BASELINE
RUNWAY 18
MALSR BASELINE
MG-20 LIR POLE
FOUNDATION
(6.00' X 8.00')
HANDHOLE
(3.00' X 4.00')
CS502
D3
3.0'
PERSONEL
GATE
FENCE
CS502
D8
POLE TILT
CENTERLINE
STATE RT 24
22.00
42.50
4.00
10.50
6.50
1.00
(TYP)
CONTRACTION
JOINT (TYP),
SEE NOTE 3
HANDHOLE
(4.00' X 4.00')
MALSR DISTRUBUTION
PANEL AND
EQUIPMENT RACK
5.00
(TYP)
15.00 (TYP)
7.
MG-20 LIR POLE
FOUNDATION
(6.00' X 6.00'), (TYP)
STATION 10+35 RIGHT LIR TOWER
CENTERLINE (PARALLEL TO
RUNNWAY 18 MALSR BASELINE
STATION 10+35 LEFT LIR TOWER
CENTERLINE (PARALLEL TO
RUNNWAY 18 MALSR BASELINE
PCC MAINTENANCE
AREA
PCC
MAINTENANCE
AREA
1" = 5'
MALSR LIGHT STATION 20+06.00 ENLARGED PLAN
LIGHT STATION
10+35.00
LIGHT STATION
20+06.00
.0
.0
CS501
C6
CS501
C6
C S501 C
CS502
D33.0'
PERSONEL
GATE
FENCE
CS502
D8
6.00
LIGHT STATION
18+01.00
1.00
(TYP)
PCC MAINTENANCE
AREA
MG-20 LIR POLE
FOUNDATION
(6.00' X 8.00')
RUNWAY 18
MALSR BASELINE
HANDHOLE
(3.00' X 4.00')
5.50
5.
3.00
6.
.0
13.00
.0
6.
ACCESS ROADWAY/
TURN AROUND
22.00
31.50
N
RUNWAY 18 MALSR
BASELINE
STA: 20+17.86
OFF: 21.30 R
RUNWAY 18 MALSR
BASELINE
STA: 19+83.21
OFF: 3.30 L
W. KING
C. WULFF
W. KING
NOTES:
1. LIR POLE SHALL BE CUT TO LENGTH TO ALLOW FOR THE LIGHT TO BE INSTALLED AT THE ELEVATION SHOWN ON G-300.
2. AREA ADJACENT TO MAINTENANCE AREA SHALL TIE INTO EXISTING GRADE AT A MAXIMUM OF 3.0% BETWEEN STA 0+00
AND 10+00, ALL OTHER AREAS SHALL BE 4H:1V MAX.
3. PCC JOINT LAYOUT SHOWN IS NOTIONAL. CONTRACTOR SHALL PROVIDE JOINT LAYOUT BASED ON THE SIZE OF THE
JUNCTION STRUCTURES PROCURED WITH A MAXIMUM JOINT SPACING OF 12.5'.
CS501
A5ISOLATION
JOINT(TYP),
SEE NOTE 3
CS501
A6
CONTRACTION
JOINT (TYP),
SEE NOTE 3 CS501
A6
CS501
A5ISOLATION
JOINT(TYP),
SEE NOTE 3
CS501
A5ISOLATION
JOINT(TYP),
SEE NOTE 3
CONTRACTION
JOINT (TYP),
SEE NOTE 3 CS501
A6
6.
LAYDOWN SUPPORT
CS502
A6
LAYDOWN SUPPORT
CS502
A6
LAYDOWN SUPPORT
CS502
A6
3.00 (MIN)
WULFFCS
WULFFCS
WULFFCS
X X X X X X
X
X X
X
XXXXXXXX
X X
X X
X
VARIES SEE NOTE
VARIES, SEE TABLE (DETAIL C3 THIS SHEET)
7.
5.00
.0
.0
LIGHT STATION LENGTH
6+25.00 20.50' 8+30.00 23.50'
10+35.00 SEE NOTE
12+27.00 28.50' 14+19.00 29.50' 16+11.00 31.50'
18+01.00 SEE NOTE
20+06.00 SEE NOTE
22+90.00 31.50' 24+50.00 31.50'
MG-20 LIR POLE
HANDHOLE
(3.00' X 4.00'
3.00'
(MIN)
3.
M
IN
NOTE:
1. REFER TO CS401 FOR LIGHT STATION CONFIGURATION.
MG-20 LIR POLE
FOUNDATION
(6.00' X 6.00')
5.005.00
14.00
5.
3.
MALSR BASELINE/
EXTENDED RUNWAY
CENTERLINEMALSR BASELINE/
EXTENDED RUNWAY
CENTERLINE
HANDHOLE
(4.00' X 4.00'
EMT FOUNDATION
(4.00' X 14.00')
PCC MAINTENANCE
AREA
PCC MAINTENANCE
AREA
LIGHT MOUNTED
ON EMT
90.00°
VARIES SEE NOTE
VARIES, SEE TABLE (DETAIL C3 THIS SHEET)
4.
3.00
.0
.0
MG-20 LIR POLE
HANDHOLE
(2'-8" X 3'-8")
3.00'
(MIN)
MG-20 LIR POLE
FOUNDATION
(6.00' X 6.00')
MALSR BASELINE/
EXTENDED RUNWAY
CENTERLINE
PCC MAINTENANCE
AREA
90.00°
1.00
3.00
(MIN)
5.
3.0' PERSONNEL
GATE FENCE
3.00
NOTES:
1. LIR POLE SHALL BE CUT TO LENGTH TO ALLOW FOR THE LIGHT TO BE INSTALLED AT THE ELEVATION SHOWN ON G-300.
2. AREA ADJACENT TO MAINTENANCE AREA SHALL TIE INTO EXISTING GRADE AT A MAXIMUM OF 3.0% BETWEEN STA 0+00
AND 10+00, ALL OTHER AREAS SHALL BE 4H:1V MAX.
3. PCC JOINT LAYOUT SHOWN IS NOTIONAL. CONTRACTOR SHALL PROVIDE JOINT LAYOUT BASED ON THE SIZE OF THE
JUNCTION STRUCTURES PROCURED WITH A MAXIMUM JOINT SPACING OF 12.5'.
CS101
E8 TYPICAL LIGHT STATION EMT (5 LIGHTS)
CONTRACTION JOINT
(TYP), SEE NOTE 2
CS101
E6
NTS
TYPICAL LIGHT STATION MG-20 WITH LIGHT BAR
CS102
E4
NTS
TYPICAL LIGHT STATION MG-20 WITH RAIL
CONTRACTION JOINT
(TYP), SEE NOTE 3
CS101
C8
NTS
ACCESS ROAD TYPICAL SECTION
SEE NOTE
VARIES
(0.5-2.0%)
SEE NOTE
NOTES:
1. MAXIMUM SLOPE STA 102+00 TO 110+10 IS 3.0%, MAXIMUM SLOPE ALL OTHER LOCATIONS IS 4H:1V.
2. IF PLACED IN 2 LIFTS, BITUMINOUS TACK COAT SHALL BE APPLIED BETWEEN LIFTS.
3. ACCESS ROAD ADD ALTERNATE: 6" PCC WITH WELDED WIRE REINFORCEMENT (SEE C6, THIS
SHEET) ON 4" AGGREGATE BASE COURSE. MAXIMUM JOINT SPACING 12'. CONTRACTOR TO
SUBMIT JOINTING PLAN FOR APPROVAL.
MATCH
EXISTING
MATCH
EXISTING
6.00' 6.00'
4.0" ASPHALT PAVEMENT (SEE
NOTE 2 AND NOTE 3)
6.0" AGGREGATE BASE COURSE
(SEE NOTE 3)
EXISTING GRADE
FINISH GRADE
CS102 CS103
CS102, CS103
2.
0%
2.
0%
0.
0%
NOTES:
1. AREA ADJACENT TO MAINTENANCE AREA SHALL TIE INTO EXISTING GRADE AT A MAXIMUM OF
3.0%.
2. PCC JOINT LAYOUT SHOWN IS NOTIONAL. CONTRACTOR SHALL PROVIDE JOINT LAYOUT BASED
ON THE SIZE OF THE JUNCTION STRUCTURES PROCURED WITH A MAXIMUM JOINT SPACING OF
12.5'.
CS401
C6
NTS
MAINTENANCE AREA TYPICAL SECTION
2.0%
WIDTH OF
FOUNDATION
ACCESS ROAD BL
RUNWAY 18
MALSR BL
VARIES SEE
PLAN
VARIES SEE PLAN SEE SECTION C8
THIS SHEET
2.0%
SEE NOTE
MATCH
EXISTING
EXISTING GRADE
FINISH GRADE
NOTES:
1. MAXIMUM SLOPE STA 102+00 TO 110+10 IS 3.0%, MAXIMUM SLOPE ALL OTHER LOCATIONS IS 4H:1V.
2. WELDED WIRE REINFORCEMENT SHALL BE PLACED AT THE MID SLAB THICKNESS. BE
CONTINUOUS THROUGH ALL CONTRACTION JOINTS. IT SHALL STOP 3 INCHES FROM ISOLATION
JOINTS OR EDGES OF PAVEMENT.
6.0" PCC
4.0" AGGREGATE BASE COURSE
CS501
C6
.00
CS501
C6
CS501
C6
CS501
C3
NTS
LENGTH OF MAINTENANCE AREAS TABLE
CS502
D3
CS502
D8
6X6-W2.9XW2.9 WELDED WIRE
REINFORCEMENT (SEE NOTE 2)
GEOTEXTILE
GEOTEXTILE
CS501
.5
LIGHT STATION
REFERENCE POINT
LIGHT STATION
REFERENCE
POINT
LIGHT STATION
REFERENCE
POINT
8.
6.
CS101
A8
NTS
ACCESS ROAD TIE-IN (BASE BID ONLY)
24"
ACCESS ROAD
SEE SECTION C8 THIS
SHEET FOR MATERIALS
AND THICKNESS
EXISTING ROAD
MILL EXISTING ROADWAY TO
DEPTH OF PAVEMENT LIFT AND
RE-PAVE TO MATCH EXISTING
2" M
IN
EXISTING BITUMINOUS
PAVEMENT, THICKNESS
UNKNOWN
NOTES:
1. LIR POLE SHALL BE CUT TO LENGTH TO ALLOW FOR THE LIGHT TO BE INSTALLED AT THE ELEVATION SHOWN ON G-300.
2. AREA ADJACENT TO MAINTENANCE AREA SHALL TIE INTO EXISTING GRADE AT A MAXIMUM OF 3.0% BETWEEN STA 0+00 AND 10+00, ALL
OTHER AREAS SHALL BE 4H:1V MAX.
3. PCC JOINT LAYOUT SHOWN IS NOTIONAL. CONTRACTOR SHALL PROVIDE JOINT LAYOUT BASED ON THE SIZE OF THE JUNCTION STRUCTURES PROCURED WITH A MAXIMUM JOINT SPACING OF 12.5'. NO FENCE POST SHALL BE LOCATED WITHIN 12" OF A PCC JOINT.
CONTRACTION JOINT
(TYP), SEE NOTE 3
CS401
A6
NTS
CONTRACTION JOINT
CS401
A5
NTS
ISOLATION JOINT
1/2"
BOND BREAKING TAPE
INITIAL SAWCUT 1/8"
WIDE 2" DEEP
D
EP
TH
(S
EE
N
O
TE
PCC SURFACE
FINAL WIDENING FOR
JOINT SEAL RESERVOIR
1/ 4"
NTS
NOTES:
1. DEPTH OF SEALANT PER MANUFACTURER'S
RECOMMENDATIONS.
2. INSTALL CLOSED CELL RESILIENT FOAM, SIZED TO FIT
INITIAL SAW, CUT IMMEDIATELY FOLLOWING SAW CUT.
NOTES:
1. DEPTH OF SEALANT PER MANUFACTURER'S
RECOMMENDATIONS.
3/4"
D
EP
TH
(S
EE
N
O
TE
PCC SURFACE1/
4"
STRUCTURE
BOND BREAKING TAPE
NON-EXTRUDING
PREMOLDED
COMPRESSIBLE MATERIAL
JOINT SEALANTJOINT SEALANT
CS501
A6 ISOLATION JOINT (TYP),
SEE NOTE 3 CS501
A5
ISOLATION JOINT
(TYP), SEE NOTE 2CS501
A6
CS501
A5
ISOLATION JOINT
(TYP), SEE NOTE 3
CS501
A6
CS501
A5
4.00
CS501 CS501
SUBGRADESUBGRADE
1.00' (TYP) 1.00' (TYP)
APPLY BITUMINOUS
TACK COAT TO MILLED
SURFACE
MAINTENANCE STAND
CS502
A6MAINTENANCE STAND
CS502
A6
HUM-D-MALSR-CS501
TYPICAL LIGHT STATION LAYOUTS
AND PAVEMENT SECTIONS
REV. APPROVED
DATE
DESCRIPTION JCN REDLINE
DATE APVD
REVIEWED BY
SUBMITTED BY APPROVED BY
SUBMITTER'S TITLE APPROVER'S TITLE
DESIGNED BY
DRAWN BY
CHECKED BY
DATE
DRAWING NO.
JCN:
REV.
ISSUED BY
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
FOR OFFICIAL USE ONLY
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
8 7 6 5 4 3 2 1
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
8 7 6 5 4 3 2 1
HOUMA
CENTRAL SERVICE AREA FORTH WORTH, TX
ENGINEERING
SERVICES
NAVAIDS
MALSR
REPLACEMENT RUNWAY 18
HOUMA-TERRABONNE
AIRPORT
HOUMA, LOUISIANA
HOUMA-TERREBONNE AIRPORT LA
ARLINGTON, VA 22201
SUITE 500
1100 N GLEBE RD.
JACOBS
07-16-25 22001835
W. KING
C. WULFF
W. KING
WULFFCS
WULFFCS
WULFFCS
LOCK PIN
(TYP)
BARBED WIRE
(TYP)
3/8" PLAIN PIN RIVETED
FLUSH (TYP)
1'
1' - 1 0"
7.5" (T
YP)
35°
CORNER POST
3/8" PLAIN PIN RIVETED
FLUSH (TYP)
1'
45°
1'
1'
- 6
6" (TYP)
BARBED WIRE (TYP)
LINE POST
8.
1.
7-GAUGE STEEL TENSION
WIRE ATTACHED TO FABRIC
WITH 9 GAUGE CLIPS 24" O.C
LINE POST
CORNER
POST
9 GAUGE POST
CLIPS 12" O.C.
3 STRANDS OF 4
POINT…
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