1A - 100 Design Drawings.pdf
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SPOFFORD
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LAUGHLIN AFB
DEL RIO
BRACKETVILLE
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G-0.00
SHEET 01 OF 54
LAUGHLIN AIR FORCE BASE, TEXAS
REPLACE OVERRUNS ON CENTER RUNWAY
DEPARTMENT OF THE AIR FORCE
47TH CIVIL ENGINEER SQUADRON
LAUGHLIN AIR FORCE BASE, TEXAS
SUBMITTED BY: URS GROUP INC.
CONTRACT NO.: FA 3099-13-D-0001-0005
BID SET
G
D r a w n b y
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G-1.01
SHEET 2 OF 54
E B
DRAWING INDEX
SHEET
1 G-0.00 TITLE SHEET
2 G-1.01 INDEX AND ABBREVIATIONS
3 G-1.02 GENERAL NOTES
4 G-1.03 CONSTRUCTION PHASING PLAN 13C PHASE 1
5 G-1.04 CONSTRUCTION PHASING PLAN 31C PHASE 2
6 G-1.05 TEMPORARY RDM LAYOUT
7 G-1.06 CONSTRUCTION PHASING DETAILS
8 G-1.07 SURVEY CONTROL PLAN
9 G-1.08 SOIL BORING LOCATION PLAN
10 G-1.09 SOIL BORING LOGS B-1 THRU B-6
11 G-1.10 SOIL BORING LOGS B-7 THRU B-12
12 C-1.01 EROSION CONTROL PLAN 13C
13 C-1.02 EROSION CONTROL PLAN 31C
14 C-1.03 EROSION CONTROL DETAILS
15 C-2.01 DEMOLITION PLAN 13C
16 C-2.02 DEMOLITION PLAN 31C
17 C-3.01 MARKING PLAN 13C THRESHOLD RELOCATION
18 C-3.02 MARKING PLAN 31C THRESHOLD RELOCATION
19 C-3.03 MARKING PLAN THRESHOLD FINAL
20 C-4.01 GEOMETRY AND PAVEMENT PLAN 13C
21 C-4.02 GEOMETRY AND PAVEMENT PLAN 31C
22 C-5.01 PLAN AND PROFILE 13C
23 C-5.02 PLAN AND PROFILE 31C
24 C-6.01 ARRESTING SYSTEM PLAN
25 C-10.01 TYPICAL PAVEMENT SECTIONS
26 C-10.02 PAVEMENT DEMOLITION 13C
27 C-10.03 PAVEMENT DEMOLITION 31C
28 C-10.04 PAVEMENT MARKING DETAILS SHEET 1 OF 3
29 C-10.05 PAVEMENT MARKING DETAILS SHEET 2 OF 3
30 C-10.06 PAVEMENT MARKING DETAILS SHEET 3 OF 3
31 C-10.07 MISCELLANEOUS DETAILS
32 C-10.08 CROSS SECTIONS 13C SHEET 1 OF 3
33 C-10.09 CROSS SECTIONS 13C SHEET 2 OF 3
34 C-10.10 CROSS SECTIONS 13C SHEET 3 OF 3
35 C-10.11 CROSS SECTIONS 31C SHEET 1 OF 3
36 C-10.12 CROSS SECTIONS 31C SHEET 2 OF 3
37 C-10.13 CROSS SECTIONS 31C SHEET 3 OF 3
38 E-1.01 ELECTRICAL DEMOLITION PLAN 13C
39 E-1.02 ELECTRICAL DEMOLITION PLAN 31C
40 E-2.01 ELECTRICAL LIGHTING PLAN 13C
41 E-2.02 ELECTRICAL LIGHTING PLAN 31C
42 E-2.03 ELECTRICAL ENLARGED LIGHTING PART PLAN
43 E-3.01 ELECTRICAL DETAIL 1
44 E-3.02 ELECTRICAL DETAIL 2
45 E-3.03 ELECTRICAL DETAIL 3
46 E-3.04 ELECTRICAL DETAIL 4
47 E-3.05 ELECTRICAL DETAIL 5
48 E-3.06 ELECTRICAL DETAIL 6
49 E-3.07 ELECTRICAL DETAIL 7
50 E-3.08 ELECTRICAL DETAIL 8
51 E-3.09 ELECTRICAL DETAIL 9
52 E-3.10 ELECTRICAL DETAIL 10
53 E-3.11 ELECTRICAL DETAIL 11
54 E-4.01
ELECTRICAL WIRING DIAGRAM-13C
G
ITEM DESCRIPTION UNIT QUANTITY
SUMMARY OF QUANTITIES BASE BID CONTINUED
SUMMARY OF QUANTITIES, ALTERNATE 1
ITEM DESCRIPTION UNIT QUANTITY
A1-1
COLD MILLING OF BITUMINOUS PAVEMENTS, OFFSITE
DISPOSAL
SY
3,180
A1-2
EARTHWORK, OVER EXCAVATE SUBGRADE, VARIABLE
DEPTH, OFF-SITE DISPOSAL, OVERRUNS
CY 744
A1-3
EARTHWORK -SUBGRADE SCARIFY AND COMPACT 9"
DEPTH UNDER AIRFIELD PAVEMENT
SY
3,160
A1-4
PLACE AND COMPACT GRADED CRUSHED AGGREGATE
BASE COURSE, OVERRUN
CY 800
A1-5
BITUMINOUS PRIME COAT, CSS-1H, OVERRUN (0.35
GAL/SY)
SY
3,160
A1-6
HOT-MIX ASPHALT, THREE-INCH DEPTH, OVERRUN
Ton 240
A1-7
TEMPORARY PAVEMENT MARKINGS AND REMOVAL ,
TEMPORARY APPLICATION RATE, NO GLASS BEADS;
SF 390
A1-8
PAVEMENT MARKING, WATERBORNE, YELLOW,
PERMANENT APPLICATION RATE WITH TYPE IA GLASS
BEADS
SF
1,410
A1-9
PAVEMENT MARKING, WATERBORNE, BLACK, PERMANENT
APPLICATION RATE, NO GLASS BEADS
SF 380
SUMMARY OF QUANTITIES BASE BID
ITEM DESCRIPTION UNIT QUANTITY
1 GENERAL CONDITIONS LS 1
2 MOBILIZATION & DEMOBILIZATION LS 1
3 WORK IN CONTROLLED AREAS LS 1
SECURITY, SAFETY & OCCUPATIONAL HEALTH
LS 1
5 CONTRACTOR QUALITY CONTROL 2.5% LS 1
6 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS LS 1
ENVIRONMENTAL PROTECTION TEMPORARY STORM
WATER POLLUTION CONTROL DEVICES, SWPPP AND
TCEQ PERMIT
LS 1
CIVIL DEMOLITION, REMOVE MISCELLANEOUS CONCRETE
PADS
SY 191
CIVIL DEMOLITION, REMOVE ABANDONED
LIGHTBASECANS IN SOIL
EA 20
CIVIL DEMOLITION, REMOVE ACTIVE ARRESTING SYSTEM
GRADE BEAM, DUCTBANKS AND NET ANCHORS
LF 300
CIVIL DEMOLITION, REMOVE ABANDONED ARRESTING
SYSTEM, DUCTBANKS AND NET ANCHORS
LF 300
CIVIL DEMOLITION REMOVE AND REPLACE LOCALIZER
CHECKPOINT SURVEY MARKERS
EA 2
CIVIL DEMOLITION, REMOVE MISCELLANEOUS SURVEY
MARKERS
EA 42
CIVIL DEMOLITION, SAWCUT PAVEMENT
LF
2,044
15 PAVEMENT MARKING REMOVAL PHASE 1 AND 2 SF
57,990
TEMPORARY PAVEMENT MARKINGS PHASE 1 AND 2,
TEMPORARY APPLICATION RATE, YELLOW
SF
2,340
TEMPORARY PAVEMENT MARKINGS PHASE 1 AND 2,
TEMPORARY APPLICATION RATE, WHITE
SF
19,200
REMOVE ASPHALT PAVEMENT OFF-SITE DISPOSAL,
OVERRUN
SY
16,370
COLD MILLING OF BITUMINOUS PAVEMENTS, OFFSITE
DISPOSAL
SY
11,790
EARTHWORK, OVER EXCAVATE SUBGRADE, VARIABLE
DEPTH, OFF-SITE DISPOSAL, OVERRUNS
CY
8,410
EARTHWORK -SUBGRADE SCARIFY AND COMPACT 9"
DEPTH UNDER AIRFIELD PAVEMENT
SY
29,210
PLACE AND COMPACT GRADED CRUSHED AGGREGATE
BASE COURSE, OVERRUN
CY
7,600
BITUMINOUS PRIME COAT, CSS-1H, OVERRUN (0.35
GAL/SY)
SY
29,210
BITUMINOUS TACK COAT, CSS-1H, OVERRUN (0.15 GAL/SY)
SY
1,590
HOT-MIX ASPHALT, FOUR-INCH DEPTH, TAXIWAY H
TON 392
HOT-MIX ASPHALT, THREE-INCH DEPTH, OVERRUNS
TON
4,964
ARRESTING SYSTEM GRADE BEAMS, NET ANCHORS, 2 X
4" SCHED. 40 CONDUIT, WIRE HARNESS, COMPLETE
CY 40
PAVEMENT MARKING, WATERBORNE, YELLOW,
PERMANENT APPLICATION RATE, NO GLASS BEADS
SF
10,800
PAVEMENT MARKING, WATERBORNE, YELLOW,
PERMANENT APPLICATION RATE WITH TYPE IA GLASS
BEADS
SF
1,100
PAVEMENT MARKING, WATERBORNE, WHITE, PERMANENT
APPLICATION RATE WITH TYPE IA GLASS BEADS
SF
37,500
PAVEMENT MARKING, WATERBORNE, BLACK, PERMANENT
APPLICATION RATE, NO GLASS BEADS
SF 260
32 FINE GRADING AND TOPSOILING CY
1,220
33 SEEDING AND MULCHING SY
11,000
34 ELECTRICAL GENERAL CONDITIONS LS 1
ELECTRICAL DEMOLITION, REMOVE EXISTING AIRFIELD
CABLE FROM CONDUIT
EA
10,000
ELECTRICAL DEMOLITION, REMOVE EXISTING
CONCRETE-ENCASED LIGHT BAR AND ASSOCIATED
EQUIPMENT
EA 21
ELECTRICAL DEMOLITION, REMOVE EXISTING 1,000 FOOT
CROSSBAR L.I.R. STRUCTURES AND ASSOCIATED
EQUIPMENT
EA 5
ELECTRICAL DEMOLITION REMOVE EXISTING LIGHT
FIXTURES AND RETURN TO THE BASE
EA 122
TEMPORARY THRESHOLD LIGHTING, ELEVATED
BIDIRECTIONAL GREEN/RED THRESHOLD LIGHT AND BASE
PLATE, PLYWOOD MOUNTED, WITH ISOLATION
TRANSFORMER
EA 8
TEMPORARY THRESHOLD LIGHTING, DIRECTIONAL DRILL
1" HDPE CONDUIT AND #6AWG TEMPORARY AIRFIELD
CABLE
LF 400
TEMPORARY THRESHOLD LIGHTING, DISCONNECT
EXISTING RUNWAY EDGE LIGHT CIRCUIT VIA TEMPORARY
JUMPER CABLES
LS 1
42 MISCELLANEOUS ELECTRICAL TESTING LS 1
MEDIUM VOLTAGE CABLES, COPPER, XLP SHIELDING, 5KV,
#6
LF
17,500
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
ROD, COPPER CLAD, 10' LONG, 3/4" DIAMETER
EA 18
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS,
BARE COPPER WIRE, STRANDED, #4
LF
1,750
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS,
EXOTHERMIC WELD, 4/0 WIRE TO 1" GROUND ROD
EA 18
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS,
INSULATED GROUND WIRE, COPPER #6
LF
2,250
48 MISCELLANEOUS CAST IN PLACE CONCRETE CY 400
49 EXCAVATION TRENCH AND BACKFILL CY 80
ELECTRICAL UNDERGROUND DUCTS PVC, SCHEDULE 40,
W/ COUPLING, 2" DIAMETER
LF
6,000
ELECTRICAL UNDERGROUND MANHOLES,PRECAST WITH
IRON RACKS & PULLING IRONS, C.I. FRAME AND COVER, 6'
x 8' x 7' DEEP
EA 1
AIRFIELD SIGNALS, THRESHOLD & APPROACH LIGHT,
UNIDIR., 200W, FOR BASE HOUSING
EA 163
AIRFIELD SIGNALS, TRANSFORMER, 200W, 20/6.6A
EA 165
AIRFIELD SIGNALS, TRANSFORMER, 1500W, 20/6.6A
EA 5
AIRFIELD SIGNALS, BASE HOUSING, 24" DEEP, 12"
DIAMETER
EA 61
AIRFIELD SIGNALS, BASE HOUSING, 24" DEEP, 15"
DIAMETER
EA 34
AIRFIELD SIGNALS, CONNECTION KIT FOR 1 CONDUCTOR
CABLE
EA 300
AIRFIELD SIGNALS, ELEVATED FIXTURE, 200W, W/ BASE
AND TRANSFORMER
EA 31
AIRFIELD SIGNALS, NEW SEQUENCED FLASHING LIGHT
WITH INDIVIDUAL CONTROL CABINET AND JUNCTION BOX
EA 1
AIRFIELD SIGNALS,NEW LIR STRUCTURE FOR 1,000 FOOT
CROSSBAR ELEVATED LIGHT FIXTURE MOUNTING
EA 5
a
D e s i g n e d b y
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S y m b o l
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G-1.02
SHEET 3 OF 54
G
GENERAL NOTES:
1. THIS PROJECT MUST BE COMPLETED IN 245 CALENDAR DAYS.
2. WATER AND ELECTRICAL POWER IS NOT AVAILABLE TO THE CONTRACTOR ON SITE.
3. GEOTECHNICAL INVESTIGATION WAS PERFORMED AND REPORT PREPARED BY
ARIAS AND ASSOCIATES INC., SAN ANTONIO, TEXAS, OCTOBER 2014.
4. ENGINEERING SURVEY CONDUCTED BY MCGRAY AND MCGRAY LAND
SURVEYORS INC, AUSTIN, TEXAS, OCTOBER 2014
5. ACCESS IS PERMITTED BETWEEN 6:00 AM TO 6:00 PM ON WEEKDAYS ONLY
UNLESS OTHER ARRANGEMENTS ARE MADE WITH THE CONTRACTING OFFICER.
6. CALL TEXAS ONE-CALL AT 811 OR VISIT WWW.TEXAS811.ORG PRIOR TO
EXCAVATION.
7. THE LOCATIONS OF UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THE
PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE BELIEVED
TO BE CORRECT. NO GUARANTEE IS MADE AS TO THEIR ACCURACY OR
COMPLETENESS. THE CONTRACTOR SHALL LOCATE AND IDENTIFY ALL
UNDERGROUND UTILITIES IN THE WORK AREA PRIOR TO CONSTRUCTION. ANY
UNDERGROUND UTILITIES LOCATED WHICH DO NOT APPEAR ON THE PLANS
SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. ANY
DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE PROMPTLY
REPAIRED AT THE CONTRACTOR EXPENSE.
8. CONTRACTOR SHALL RETAIN THE SERVICES OF A PRIVATE UTILITY LOCATOR
SERVICE DURING THE EXECUTION OF THIS CONTRACT.
9. REFER TO SURVEY CONTROL PLAN, DRAWING G-1.07.
10. ALL MATERIALS SHALL BE DISPOSED OF OFFSITE.
SECURITY:
1. THE CONTRACTOR SHALL COMPLY WITH ALL SECURITY REGULATIONS AND
ACCESS REQUIREMENTS OF LAUGHLIN AFB.
2. THE CONTRACTOR SHALL COORDINATE SITE SECURITY WITH THE
CONTRACTING OFFICER.
3. VEHICLES AND HEAVY EQUIPMENT MUST TRAVEL ALONG PREDETERMINED
HAUL ROUTES AND PASS THROUGH ACCESS POINTS AS SHOWN ON THE
DRAWINGS.
4. ALL SECURITY REGULATIONS AND ACCESS REQUIREMENTS SHALL APPLY
EQUALLY TO THE CONTRACTOR AND ANY SUBCONTRACTORS.
5. ANY CONTRACTOR PERSONNEL FOUND TO BE IN VIOLATION OF SECURITY
REGULATIONS AND ACCESS REQUIREMENTS ARE SUBJECT TO DETAINMENT
AND SEARCH BY AIR FORCE SECURITY FORCES.
6. ALL CONTRACTOR EMPLOYEES SHALL UNDERGO A BACKGROUND CHECK.
7. ALL CONTRACTOR PERSONNEL WHO ARE DRIVING ON THE AIRFIELD SHALL
ATTEND FLIGHT LINE SECURITY AND DRIVERS TRAINING.
8. SECURITY COORDINATION WITH AIRFIELD OPERATION WILL BE ESTABLISHED IN
THE FREE ZONE PACKAGE WHICH WILL BE PROCESSED BY THE GOVERNMENT.
PRIOR TO CONSTRUCTION, AIRFIELD TRAINING WILL BE PROVIDED TO ALL
PERSONNEL DRIVING WITHIN THE AIRFIELD PERIMETER. TRAINING WILL DETAIL
ALL ACCESS PROCEDURES AND POLICES.
9. THE MAXIMUM WEIGHT LIMIT FOR ALL ROADS ON THE SITE IS THE LOAD LIMIT
ON PUBLIC ROADS.
10. ALL VEHICLES MUST REMAIN ON THE ROADWAYS SHOWN AND MUST NOT
DEVIATE FROM THE APPROVED ROUTE UNLESS APPROVED BY THE
CONTRACTING OFFICER.
11. PRIVATELY OWNED VEHICLES WILL NOT BE ALLOWED IN THE WORK AREAS.
THE CONTRACTOR'S EMPLOYEE PARKING SHALL BE AS SHOWN ON DRAWING
G-1.03 AND G-1.04. THE CONTRACTOR IS RESPONSIBLE FOR TRANSPORTING
EMPLOYEES FROM THE P.O.V. PARKING AREA TO THE WORK AREA IN COMPANY
VEHICLES.
12. THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH A LIST
OF PERSONNEL PERMITTED TO ENTER THE GATE.
13. ANY COSTS TO SECURE THE WORK AREA DURING CONSTRUCTION WILL BE AT
THE CONTRACTOR'S EXPENSE.
14. ALL CONTRACTOR VEHICLES SHALL DISPLAY A LARGE COMPANY SIGN ON BOTH
SIDES OF THE VEHICLE AT ALL TIMES.
15. CONTRACTOR VEHICLES SHALL BE EQUIPPED WITH YELLOW FLASHING LIGHT
AND 3'X3' ORANGE AND WHITE CHECKERED FLAG.
FOREIGN OBJECT DAMAGE (FOD):
1. CONTRACTOR SHALL PRACTICE STANDARD FOD PREVENTION TECHNIQUES.
2. THE CONTRACTOR SHALL VACUUM ALL PAVEMENTS TO THE SATISFACTION OF
THE CONTRACTING OFFICER PRIOR TO REOPENING PAVEMENT TO AIRCRAFT
TRAFFIC.
ENVIRONMENTAL:
1. IF HISTORIC SITES (WALLS, PLATFORMS, PAVEMENTS, MOUNDS) OR REMAINS
(ARTIFACTS, BURIALS) ARE ENCOUNTERED DURING CONSTRUCTION
ACTIVITIES, WORK SHALL CEASE IMMEDIATELY IN THE VICINITY OF THE FIND
AND THE AREA SHALL BE PROTECTED FROM FURTHER DAMAGE. THE
CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACTING OFFICER.
2. ALL MATERIAL MILLED OR EXCAVATED FROM THE SITE SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL
REGULATIONS.
3. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL
STANDARD CONTAINED IN THE TEXAS COMMISSION OF ENVIRONMENTAL
QUALITY (TCEQ) GENERAL PERMIT TXR150000.
4. THE CONTRACTOR SHALL PROVIDE TEMPORARY MEASURES TO ENSURE THAT
NO WATER WILL COLLECT IN EXCAVATED AREAS.
5. THE CONTRACT SHALL PREPARE A DUST CONTROL, FOD CONTROL PLAN FOR
SUBMITTAL TO THE CONTRACTING OFFICER . THE PLAN SHALL INCLUDE THE
USE OF SWEEPERS AND FOD REMOVAL FROM VEHICLES TIRES. CONTRACTOR
SHALL PREPARE A SPILL PREVENTION PLAN FOR SUBMITTAL TO THE
CONTRACTING OFFICER FOR FUEL STORAGE IN STAGING AND STORAGE
AREAS.
6. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA
AND SURROUNDING AREA FREE FROM DUST NUISANCE. THE CONTRACTOR
SHALL BE IN COMPLIANCE WITH TEXAS STATE LAW REGARDING AIR POLLUTION
CONTROL STANDARDS.
7. THE CONTRACTOR SHALL CONTROL DUST AND DEBRIS ON THE ACCESS AND
HAUL ROADS. CONTRACTOR SHALL MAINTAIN A SWEEPER VEHICLE ON SITE AT
ALL TIMES THROUGHOUT THE DURATION OF CONSTRUCTION.
SAFETY NOTES.
1. OPEN TRENCHES AND EXCAVATIONS SHALL BE PROMINENTLY MARKED IN
ACCORDANCE WITH SECTION 14 OF UFC 3-260-01.
2. THE PRIME CONTRACTOR SHALL HAVE AN ENGLISH SPEAKING JOB
SUPERINTENDENT ON SITE AT ALL TIMES WORK IS IN PROGRESS. THIS PERSON
SHALL BE FAMILIAR WITH ALL TYPES OF CONSTRUCTION BEING PERFORMED
AND SUBCONTRACTED ACTIVITIES.
3. THE CONTRACTOR IS EXCLUSIVELY RESPONSIBLE FOR MAINTAINING SAFETY
AND SECURITY OF CONSTRUCTION PERSONNEL AT ALL TIMES.
4. THE CONTRACTOR SHALL COMPLY WITH ANY INSTRUCTION ISSUED BY THE
CONTRACTING OFFICER IN THE EVENT OF AN EMERGENCY.
STAGING AND LAYDOWN AREAS:
1. THE CONTRACTOR'S STAGING AND LAYDOWN AREA SHALL BE AT THE
LOCATION SHOWN ON DRAWING G-1.03 AND G-1.04 OF THE PLANS. MATERIAL
STORAGE REQUIRES APPROVAL BY THE CONTRACTING OFFICER.
2. ALL EQUIPMENT AND MATERIALS MUST BE RETURNED TO THE STAGING AREA
AT THE END OF EACH WORK DAY UNLESS APPROVED BY THE CONTRACTING
OFFICER.
3. THE STAGING AREA MUST BE RETURNED TO ITS ORIGINAL CONDITION AT THE
END OF THE PROJECT.
4. ANY PAVEMENT, ROADWAY OR DRIVE, DAMAGE DURING CONSTRUCTION MUST
BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE
CONTRACTING OFFICER. NO ADDITIONAL COMPENSATION WILL BE MADE TO
THE CONTRACTOR FOR THIS WORK.
S L
S
B G
E B
ABBREVIATIONS:
ABC AGGREGATE BASE COURSE
AC ACRE, ASPHALTIC CONCRETE, ASPHALT CORE
ADS APPROCH DEPARTURE SURFACE
AFB AIR FORCE BASE
ASPH ASPHALT
BOT BOTTOM
CF CUBIC FOOT
CH FAT CLAY
CL CENTERLINE, LEAN CLAY
CO CLEANOUT
CY CUBIC YARD
CZ CLEARZONE
DIA DIAMETER
DO DELIVERY ORDER
EA EACH
ELEV ELEVATION
EX EXISTING
FIN FINISHED
FOD FOREIGN OBJECT DEBRIS
FT FOOT
GAL GALLON
GALV GALVANIZED
GB GRAB SAMPLE
GCA GRADED-CRUSHED AGGREGATE BASE COURSE
HDPE HIGH-DENSITY POLYETHYLENE
HMA HOT MIX ASPHALT
HOR HORIZONTAL
LF LINEAR FOOT
LL LIQUID LIMIT
LS LUMP SUM
LT LEFT
MAX MAXIMUM
MIN MINIMUM
RSU REMOTE SUPERVISORY UNIT
RT RIGHT
SF SILT FENCE, SQUARE FOOT
SS SPLIT SPOON
STA STATION
SW STRAW WATTLE
TEMP TEMPORARY
TBR TO BE REMOVED
TWY TAXIWAY
TYP TYPICAL
UIP USE IN PLACE
UON UNLESS OTHERWISE NOTED
VAR VARIES
VERT VERTICAL
WC WATER CONTENT
WWM WELDED WIRE MESH
N NORTH, NORTHING, NUMBER OF BLOWS
NAVD NORTH AMERICAN VERTICAL DATUM
NTS NOT TO SCALE
OFF OFFSET
OGM OPEN GRADED MATERIAL
OVEREX OVER EXCAVATION
PCC PORTLAND CEMENT CONCRETE
PERF PERFORATED
PG PROFILE GRADE
PI PLASTICITY INDEX
PL PLASTIC LIMIT
POV PRIVATELY OWNED VEHICLE
PVC POLYVINYL CHLORIDE
R RADIUS
RCM RUNWAY CLOSURE MARKER
RCP REINFORCED CONCRETE PIPE
RDM RUNWAY DISTANCE MARKER
RR RAILROAD
1000' OVERRUN 1200' TEMPORARY 7652' OVERRUN
200'
A D
S A
D S
A D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
P S
P S
P S
P S
PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS
P S
P S
P S
P S
PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPS
C Z
CZCZCZCZCZCZ
C Z
C Z
C Z
C Z
C Z
C Z
CZ CZ CZ CZ CZ CZ
C Z
209+52
99+00
100+00
110+00
120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00
1000'
SEE NOTE 6 SEE NOTE 7SEE NOTE 5
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
C
O N
S T
R U
C T
I O
N
L
A Y
O U
T
P
L A
N P
H A
S I N
G
P
L A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
C O
N S
T R
U C
T I O
N
P
H A
S I N
G
P L A
N
A
T
S
M A
R
G-1.03
SHEET 4 OF 54
PHASE 1 - RWY 13C OVERRUN
PRIMARY SURFACE
LEGEND
APPROACH DEPARTURE SURFACE
CLEAR ZONE
ACCESS AND HAUL ROUTE
EXISTING FEATURES
PRIMARY SURFACE
TAXIWAY CLEARANCE
CONSTRUCTION WORK AREA
BARRICADES
ADS
RWY 13C-31C
PHASE 1 NOTES
ORIGINAL RUNWAY LENGTH
8,852 FEET
TEMPORARY RELOCATED THRESHOLD
1,200 FEET
RUNWAY LENGTH
7,652 FEET
TAKEOFF DISTANCE AVAILABLE 13C-31C
7,652 FEET
TAKEOFF RUNWAY AVAILABLE 13C-31C
7,652 FEET
LANDING DISTANCE AVAILABLE 13C-31C
7,652 FEET
13C GLIDESLOPE NOT ACTIVE
31C GLIDESLOPE NOT ACTIVE
13C LOCALIZER ACTIVE
31C LOCALIZER NOT ACTIVE
13C PAPI NOT ACTIVE
31C PAPI ACTIVE
31C APPROACH LIGHTS NOT ACTIVE
13C APPROACH (RELOCATED THRESHOLD)
YES
13C DEPARTURE (RELOCATED THRESHOLD)
YES
31C APPROACH YES
31C DEPARTURE YES
13C ARRESTING SYSTEM YES
31C ARRESTING SYSTEM NO
TAXIWAY A * OPEN
TAXIWAY J OPEN
T
W
J
W
Y
B
T W
Y
C
T W
Y
F
T
CLEAR ZONE
3,000' X 3,000'
APPROACH AND DEPARTURE
SURFACE 50 TO 1 SLOPE
CZ
PS
THRESHOLD
RELOCATION
LOCALIZER
31C
LOCALIZER
13C
ENTRY POINT #1
G
NOTES:
1. TAXIWAY A CLEARANCE AREA REDUCED FROM 400' WIDE TO 145' WIDE FOR PHASE 1 CONSTRUCTION.
2. SEE DRAWING C-3.01 FOR PHASE 1 TEMPORARY MARKING PLAN.
3. SEE DRAWING G-1.06 FOR CONSTRUCTION PHASING DETAILS.
4. SEE DRAWING G1.05 FOR TEMPORARY RDM LAYOUT.
5. DISCONNECT EXISTING RUNWAY EDGE LIGHTS AND RUNWAY END INDICATOR LIGHTS BY TEMPORARY
JUMPER (TYP). SEE DRAWING E-3.05 FOR DETAILS.
6. EXISTING RUNWAY LIGHTS WITH AMBER/WHITE LENSES, USE IN PLACE.
7. TEMPORARILY REPLACE EXISTING RUNWAY EDGE LIGHT LENSES WITH SPLIT AMBER/WHITE LENSES.
8. TEMPORARY RUNWAY CLOSURE MARKINGS TO BE PLACED ON RUNWAY DESIGNATING MARKINGS WHEN
RUNWAY IS CLOSED FOR MARKING; TEMPORARY MARKING AND MARKING REMOVAL ACTIVITIES ONLY.
9. ACTIVITIES THAT REQUIRE A CLOSURE OF RUNWAY 13C-31C SHALL BE SCHEDULED FOR NON-OPERATIONAL
TIMES DURING WEEKENDS AND HOLIDAYS.
10. A FREE ZONE SHALL BE ESTABLISHED DURING CONSTRUCTION TO INCLUDE THE OVERRUN
CONSTRUCTION AREAS AND DEFINED HAUL ROUTES. THE CONTRACTOR SHALL SUPPLY AND MAINTAIN ALL
BARRICADES, MARKINGS, FLAGS SIGNS, AND BOUNDARY MARKERS REQUIRED FOR THE FREE ZONE AT NO
ADDITIONAL COST TO THE GOVERNMENT.
11. THE AIRFIELD MANAGER SHALL BE CONTACTED AND A NOTAM ISSUED FOR DISABLED APPROACH LIGHTS, GLIDESLOPE, LOCALIZERS AND PAPI SYSTEM.
12. BARRICADES AND RUNWAY/TAXIWAY CLOSED MARKERS INCIDENTAL TO WORK IN CONTROLLED AREAS.
BARRICADE
PHASE DURATION WORK HOURS
G-1.06
RUNWAY CLOSURE MARKING
TAXIWAY CLOSURE MARKING
EMPLOYEE PARKING AREA
PHASE 1 RUNWAY 13 OVERRUN
STAGING AND STORAGE AREA
RWY 13L-31R
TWY G
RWY 13R-31L
INSTALL TEMPORARY THRESHOLD
LIGHTS PER DETAILS, DWG. E-3.05
13C GLIDESLOPE
31C GLIDESLOPE
TEMPORARY
RELOCATED
THRESHOLD
MARKING
TEMPORARY FIXED
DISTANCE MARKING
CONSTRUCTION SCHEDULE
SEE NOTE 10
SEE NOTE 8
SEE NOTE 9
STABILIZED
CONSTRUCTION
ENTRANCE
C-1.03
REDUCE TWY
CLR 145'
STAGING AND
STORAGE AREA
G-1.06
G-1.06
13C ARRESTING
SYSTEM
31C ARRESTING
SYSTEM
1 70 DAYS 0730 - 1630
MOBILIZATION 59 DAYS 0730 - 1630
MAXIMUM
EQUIPMENT
HEIGHT IN
WORK AREA = 20'
* WHEN WORKING OUTSIDE REDUCED TAXIWAY
CLEARANCE AREA 145'
S L
S
B G
1000' OVERRUN1200' TEMPORARY7652' OVERRUN
200'
C Z
CZ CZ CZ CZ CZ CZ
C Z
C Z
C Z
C Z
C Z
C Z
CZCZCZCZCZCZ
C Z
A D
S A
D S
A D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
A
D
S
P S
P S
P S
P S
PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS
P S
P S
P S
P S
PSPSPSPSPSPSPSPSPSPSPSPSPSPSPSPS
209+52 100+00 110+00 120+00 130+00 140+00 150+00 160+00 170+00 180+00 190+00 200+00
1200' TEMPORARY1000' SEE NOTE 61000' SEE NOTE 7
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
C
O N
S T
R U
C T
I O
N
L
A Y
O U
T
P
L A
N P
H A
S E
I N
G
P
L A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
C O
N S
T R
U C
T I O
N
P
H A
S I N
G
P L A
N
A
T
S
M A
R
G-1.04
SHEET 5 OF 54
PHASE 2 - RWY 31C OVERRUN
PRIMARY SURFACE
RWY 13C-31C
T
W
Y
B
T W
Y
C
T W
Y
F
T
CLEAR ZONE
3,000' X 3,000'
APPROACH AND DEPARTURE
SURFACE 50 TO 1 SLOPE
THRESHOLD
RELOCATION
LOCALIZER
13C
LOCALIZER
13C
PHASE 2 NOTES
ORIGINAL RUNWAY LENGTH
8,852 FEET
TEMPORARY RELOCATED THRESHOLD
1,200 FEET
RUNWAY LENGTH
7,652 FEET
TAKEOFF DISTANCE AVAILABLE 13C-31C
7,652 FEET
TAKEOFF RUNWAY AVAILABLE 13C-31C
7,652 FEET
LANDING DISTANCE AVAILABLE 13C-31C
7,652 FEET
13C GLIDESLOPE NOT ACTIVE
31C GLIDESLOPE NOT ACTIVE
13C LOCALIZER NOT ACTIVE
31C LOCALIZER ACTIVE
13C PAPI ACTIVE
31C PAPI NOT ACTIVE
31C APPROACH LIGHTS NOT ACTIVE
13C APPROACH (RELOCATED THRESHOLD)
YES
13C DEPARTURE (RELOCATED THRESHOLD)
YES
31C APPROACH YES
31C DEPARTURE YES
13C ARRESTING SYSTEM NO
31C ARRESTING SYSTEM YES
TAXIWAY H CLOSED
TAXIWAY G * OPEN
TAXIWAY F OPEN
EMPLOYEE PARKING AREA
G
RWY 13L-31R
RWY 13R-31L
TWY-G
LEGEND
APPROACH DEPARTURE SURFACE
CLEAR ZONE
ACCESS AND HAUL ROUTE
EXISTING FEATURES
PRIMARY SURFACE
TAXIWAY CLEARANCE
CONSTRUCTION WORK AREA
BARRICADES
ADS
CZ
PS
G-1.06
RUNWAY CLOSURE MARKING
TAXIWAY CLOSURE MARKING
EMPLOYEE PARKING AREA
PHASE 2A RUNWAY 31C OVERRUN
PHASE 2B RUNWAY 31C OVERRUN
STAGING AND STORAGE AREA
INSTALL TEMPORARY THRESHOLD
LIGHTS PER DETAILS, DWG. E-3.05
PHASE DURATION WORK HOURS
2A 60 DAYS 0730 - 1630
CONSTRUCTION SCHEDULE
SEE NOTE 8
SEE NOTE 10
T
SEE NOTE 9
BARRICADES
(TYP)
NOTES:
1. TAXIWAY G CLEARANCE AREA REDUCED FROM 400' WIDE TO 145' WIDE FOR PHASE 2A AND 2B CONSTRUCTION.
2. SEE DRAWING G-3.02 FOR PHASE 2 TEMPORARY MARKING PLAN.
3. SEE DRAWING G-1.05 FOR CONSTRUCTION PHASING DETAILS.
4. SEE DRAWING G1.06 FOR TEMPORARY RDM LAYOUT.
5. DISCONNECT EXISTING RUNWAY EDGE LIGHTS AND RUNWAY END INDICATOR LIGHTS BY TEMPORARY
JUMPER (TYP). SEE DRAWING E-3.05 FOR DETAILS.
6. EXISTING RUNWAY LIGHTS WITH AMBER/WHITE LENSES, USE IN PLACE.
7. TEMPORARILY REPLACE EXISTING RUNWAY EDGE LIGHT LENSES WITH SPLIT AMBER/WHITE LENSES
IN LAST 1000 FEET.
8. TEMPORARY RELOCATE TAXIWAY G CENTERLINE 10' TO THE SOUTH FOR PHASE 2A AND 10' TO THE NORTH
FOR PHASE 2B SEE DRAWING C-3.02.
9. TEMPORARY RUNWAY CLOSURE MARKINGS TO BE PLACED ON RUNWAY DESIGNATING MARKINGS WHEN
RUNWAY IS CLOSED FOR MARKING; TEMPORARY MARKING AND MARKING REMOVAL ACTIVITIES ONLY.
10. A FREE ZONE WILL BE ESTABLISHED DURING CONSTRUCTION TO INCLUDE THE OVERRUN
CONSTRUCTION AREAS AND DEFINED HAUL ROUTES. THE CONTRACTOR SHALL SUPPLY AND MAINTAIN ALL
BARRICADES, MARKINGS, FLAGS, SIGNS, AND OTHER BOUNDARY MARKERS AT NO ADDITIONAL COST TO THE
GOVERNMENT.
11. A FLAG MAN SHALL BE PROVIDED TO DIRECT ALL CONSTRUCTION TRAFFIC CROSSING TAXIWAY G.
12. THE AIRFIELD MANAGER SHALL BE CONTACTED AND A NOTAM ISSUED FOR DISABLED APPROACH LIGHTS, GLIDESLOPE, LOCALIZERS AND PAPI SYSTEM.
13. BARRICADES AND RUNWAY/TAXIWAY CLOSURE MARKERS ARE INCIDENTAL TO WORK IN CONTROLLED AREAS.
14. BASE BID WORK INCLUDES PAVEMENT RECONSTRUCTION FROM STA 198+56.20 TO STA 203+50.00 AND STA
206+47.00 TO STA 208+54.16. ALTERNATE 1 WORK INCLUDES PAVEMENT RECONSTRUCTION FROM STA 203+50 TO
STA 204+27.66 AND STA 205+44.23 TO STA 206+47.00.
SEE NOTE 9
STABILIZED
CONSTRUCTION
ENTRANCE
G-1.06
G-1.06
G-1.06
ENTRY POINT #5
13C ARRESTING
SYSTEM
31C ARRESTING
SYSTEM
2B 42 DAYS 0730 - 1630
CLOSE OUT 14 DAYS 0730 - 1630
FLAGMAN REQUIRED
SEE NOTE 11
STAGING AND
STORAGE AREA
MAXIMUM
EQUIPMENT
HEIGHT IN
WORK AREA = 20'
WHEN WORKING OUTSIDE REDUCED TAXIWAY
CLEARANCE AREA 145'
ALTERNATE 1
SEE NOTE 14
S L
S
B G
7 6 5 4 3 2
65432
C
C
C
EXISTING - 8852'
13C THRESHOLD RELOCATED - 7652'
RUNWAY 13C-31C RDM LAYOUTS
NOT TO SCALE
G-1.05
C
7 6 5 4 3 2
65432
7 6 5 4 3 2
65432
7 6 5 4 3 2
65432
C
31C THRESHOLD RELOCATED - 7652'
C
6 5 4 3 2
65432
6 5 4 3 2
65432
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i e a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
U P r o j e c t s U
U
S A
C E
C
A D
E
L E
C S
H E
E T
S G d o t t e d
W e d n e s d a y
M a r
P
M b y
M a i s c h
B r i a n
T r a c k i n g
N o
G d w g
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
T
H
C
I V
I L
E
N G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
1000' TYP
NOTES:
1. TEMPORARILY RELOCATE EXISTING RDM SIGN LEGEND PANELS
FOR RUNWAY 13C-31C AS REQUIRED.
2. IF PANELS CANNOT BE REMOVED AND REINSTALLED, FABRICATE
OPAQUE BLACK COVERS WITH WHITE NUMERALS AND SECURELY
ATTACH TO EXISTING RDM SIGNS FOR RUNWAY 13C-31C.
3. RDM SHALL MEET REQUIREMENTS OF UFC 3-535-01 SECTION 9-6.
4. REFER TO CONSTRUCTION PHASING PLANS, G-1.03 AND G-1.04.
5. RDM SIGN WORK SHALL BE CLOSELY COORDINATED WITH THE
AIRFIELD MANAGER.
6. PROVIDE TEMPORARY OPAQUE BLACK SIGN FACE PANELS AS
SHOWN.
T E
M P
O R
A R
Y
R
M
Y O
U T
SHEET 6 OF 54
G-1.05
1200'
1200'
LEGEND:
RDM SIGN FACE
RDM SIGN FACE, BLACK
B R
M
B R
M
K L
B a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
C
O N
S T
R U
C T
I O
N
P
H A
S I N
G
D
E T
A I L
S d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
C O
N S
T R
U C
T I O
N
P
H A
S I N
G
D
E T
A I L S
N T
S
M A
R
G-1.06
SHEET 7 OF 54
RED FLASHING LIGHTS
8' SEPARATION
MULTI-BARRIER
8'-0"
BARRICADE NOTES:
1. BARRICADES SHALL BE SPACED 8' MAXIMUM SEPARATION, OR AS INSTRUCTED BY THE
CONTRACTING OFFICER.
2. INSTALL WHERE INDICATED ON PHASING PLANS OR IN LOCATIONS APPROVED BY THE
CONTRACTING OFFICER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING, MOVING, LIGHTING AND
MAINTAINING THE BARRICADES DURING CONSTRUCTION OF THE ENTIRE PROJECT.
BARRICADE LINES MUST BE MAINTAINED AT ALL TIMES.
4. INSTALL A MINIMUM OF 2 RED HIGH INTENSIVE FLASHING 12 VOLT LIGHT FLASHING LIGHTS
EQUALLY SPACED PER EACH 8' LONG BARRICADE.
5. 1 FLAG NO MORE THAN 18" SQUARE AND NO MORE THAN 30" HIGH SHALL BE AFFIXED FOR
EACH SPAN OF BARRICADES. FLAG SHALL BE AVIATION ORANGE (FED-STD-595, NO. 12197).
6. CONTRACTOR SHALL USE WATER-FILLED LOW PROFILE BARRICADES DESIGNED FOR
AIRPORT USE, SUCH AS MANUFACTURED BY MULTI-BARRIER, MODEL NO. AR10X96 OR
APPROVED EQUAL.
FLAG 18"X18"
M
A X
HIGHLY REFLECTIVE DIAGONAL
ALTERNATING ORANGE AND
WHITE STRIPES (BOTH SIDES)
AR 10X96
LOW PROFILE CONSTRUCTION BARRICADE
NOT TO SCALE
G-1.06
TEMPORARY RUNWAY AND TAXIWAY
CLOSURE MARKER
NOT TO SCALE
G-1.06
RUNWAY CENTERLINE
TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKING NOTES:
1. TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKINGS
MAY BE CONSTRUCTED OF DOUBLE-LAYERED PAINTED
SNOW FENCE, COLORED PLASTIC, PAINTED SHEETS OF
PLYWOOD, OR SIMILAR MATERIALS APPROVED BY THE
ENGINEER.
2. TEMPORARY RUNWAY AND TAXIWAY CLOSURE MARKINGS
MUST BE PROPERLY CONFIGURED AND SECURED TO
PREVENT MOVEMENT BY PROP WASH, JET BLAST, OR
OTHER WIND CURRENTS UP TO 110 MPH.
3. CONTRACTOR MAY ALSO USE PREFABRICATED
APPROPRIATE SIZED TEMPORARY RUNWAY OR TAXIWAY
CLOSURE MARKINGS AS PRODUCED BY NEUBERT AERO
CORPORATION, OR APPROVED EQUAL.
YELLOW PANELS
TAXIWAY CENTERLINE
YELLOW PANELS
G
S L
S
B G
99+00100+00 110+00 120+00 130+00 140+00 150+00
160+00 170+00 180+00 190+00 200+00 209+52
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
S
U R
V E
Y
C
O N
T R
A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
S U
R V
N
T R
O L
P
L A
N
N T
S
M A
R
G-1.07
SHEET 8 OF 54
M A
T C
H
L
I N
E
S
M A
T C
H
L
I N
E
S
TWY G1
T
W
Y
B
T
RWY 13C-31C
T W
Y
C
T
W
Y
C
RWY 13C-31C
T
W
Y
D
RWY 13C-31C
RWY 13C-31C
T W
Y
F
T
W
Y
F
T W
Y
B
T W
Y
A
RWY 13R-31L RWY 13R-31L
TWY G
T
TWY G
RWY 13R-31L
T
TWY G
TWY G
G
OVERRUN
CONSTRUCTION
AREA
PT. NO.110
LAFB CP-13C
PT. NO.118
LAFB CP-31C
OVERRUN
CONSTRUCTION
AREA
SURVEY CONTROL POINTS
POINT NO. NORTHING EASTING ELEVATION DESCRIPTION
11 13679479.08 1402441.16 1071.43' CTRL: LAFB CP-11
14 13681450.11 1401688.63 1079.18' CTRL: LAFB CP-14
NOTES:
1. CONTRACTOR SHALL VERIFY PROJECT CONTROL PRIOR TO CONSTRUCTION.
2. HORIZONTAL CONTROL = NAD 83 TEXAS STATE PLANE SOUTH CENTRAL ZONE.
3. VERTICAL CONTROL = NORTH AMERICAN VERTICAL DATUM (NAVD) 88.
LEGEND:
EXISTING FEATURES
CONSTRUCTION AREA
SURVEY CONTROL POINT
BASELINE CONTROL POINT
RWY 13L-31RRWY 13L-31R
RWY 13L-31R RWY 13L-31R
BASELINE CONTROL POINTS
POINT NO. NORTHING EASTING DESCRIPTION
1 13686289.05 1398316.01 STA 99+00
2 13678298.41 1405950.60 STA 209+52
RUNWAY 13C OVERRUN STA 99+00 TO STA 155+00
RUNWAY 31C OVERRUN STA 155+00 TO STA 209+52
PT. NO.120
LAFB CP-31R
PT. NO.119
LAFB CP-31L
PT. NO.14
LAFB CP-14
PT. NO.127
LAFB CP-DLFD
PT. NO.11
LAFB CP-11
PT. NO.109
LAFB CP-13
PT. NO.112
LAFB CP-13R
PT. NO.111
LAFB CP-13L
109 13683448.990 1399777.88 1068.03' CTRL: LAFB CP-13
110 13685493.72 1399075.90 1082.04' CTRL: LAFB CP-13C
111 13685756.65 1400207.99 1078.69' CTRL: LAFB CP-13L
112 13684900.56 1398951.33 1076.99' CTRL: LAFB CP-13R
118 13679093.75 1405190.71 1067.63' CTRL: LAFB CP-31C
119 13680388.58 1403262.62 1077.96' CTRL: LAFB CP-31L
120 13679744.10 1405951.81 1064.09' CTRL: LAFB CP-31R
127 13680796.03 1401665.61 1076.38' CTRL: LAFB CP-DLFD
106 13683049.31 1396543.24 1092.14' CTRL: BASE STATION
126 13683065.42 1405394.54 1072.14' CTRL: LAFB CP-DLFC
125 13686028.15 1401206.48 1088.66' CTRL: LAFB CP-DLFB
NOTE: NOT IN WORK AREA*
S L
S
B G
99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 209+52
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
S
O
R
I N
G
L
O C
A T
I O
N
P
L A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
S O
I L
B
O R
I N
G
L O
C A
T I O
N
P
L A
N
N T
S
M A
R
G-1.08
SHEET 9 OF 54
G
RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20
RUNWAY 31C OVERRUN STA 197+25 TO STA 209.52
NOTES:
1. ALL DISTANCES ARE EXPRESSED IN FEET, UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND MEASUREMENTS AND
ADVISE OWNER OF ANY DIFFERENCES.
3. REFER TO DRAWING G-1.07 FOR SURVEY
CONTROL PLAN.
4. REFER TO DRAWING G-1.09 AND G-1.10 FOR
BORING LOGS.
LEGEND:
EXISTING FEATURES
SOIL BORING
RUNWAY 13C OVERRUN
RWY 13C
RWY 31C OVERRUN
RWY 31C
T
W
Y
G
M A
T C
H
L
I N
E
S
M A
T C
H
L
I N
E
S
B-5
B-4
B-3
B-2
B-1
B-6
B-7
B-8
B-9
B-10
B-12
B-11
S L
S
B G a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
S
O
R
I N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
S O
I L
B
O R
I N
G
L O
T
H R
U
B
N T
S
M A
R
G-1.09
SHEET 10 OF 54
G
S L
S
B G a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
G
S
O
R
I N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
S O
I L
B
O R
I N
G
L O
T
H R
U
B
N T
S
M A
R
G-1.10
SHEET 11 OF 54
G
S L
S
B G
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
W
S W
S W
S W
SW SW SW SW SW SW SW SW SW SW SW SW SW
SW SW
38'
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
1078.0
.0
1082.0
1081.5
1081.5
1079.5
1080.0
.0
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
E
R O
S I O
N
C
O N
T R
A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
E R
O S
I O
N
C
O N
T R
O L
P
L A
N
C
N T
S
M A
R
C-1.01
SHEET 12 OF 54
RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20
RUNWAY 13C OVERRUN
RWY 13C
LEGEND:
EXISTING FEATURES
EXISTING CONTOURS
PROPOSED FEATURES
GRADING LIMITS
STRAW WATTLE
SILT FENCE
FLOW DIRECTION ARROWS
SEEDING AND MULCHING
SILT FENCE INLET
PROTECTION
SF
SW
C
STRAW WATTLE
C-1.03
SF
SF
M A
T C
H
L
I N
E
S
NOTES:
1. REFER TO EROSION CONTROL DETAILS ON
DRAWING C-1.03.
2. TOTAL DISTURBED AREA = 6.4 ACRES
3. MULCH AND SEED DISTURBED AREAS PER
SECTION 32 92 19.
4. CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING TEMPORARY EROSION AND
SEDIMENT CONTROL MEASURES. REFER TO
SPECIFIC MAINTENANCE NOTES FOR EACH
MEASURE AS IDENTIFIED IN DETAILS.
5. CONTRACTOR SHALL REMOVE TEMPORARY
DRAINAGE AND EROSION CONTROLS AFTER
VEGETATION IS REESTABLISHED OR AS
DIRECTED BY THE ENGINEER.
6. PROVIDE TEMPORARY DIVERSION DITCHES
AS REQUIRED TO ENSURE THAT WATER
FLOWS TO THE STORM DRAIN SYSTEM.
7. STRIP 4-INCHES OF TOPSOIL IN GRADED
AREAS AND STAGING AREAS AND
STOCKPILE ONSITE PER SECTION 31 00 00.
8. PLACE 4-INCHES OF TOPSOIL ON ALL AREAS
TO BE SEEDED PER SECTION 31 00 00.
9. STABILIZED CONSTRUCTION ENTRANCES
SEE DRAWINGS G-1.03 AND G-1.04.
10. CONTRACTOR SHALL PREPARE A SWPPP IN
CONFORMANCE WITH TCEQ GENERAL
PERMIT TXR 150000.
11. TEMPORARY EROSION CONTROLS ARE
INCIDENTAL TO SECTION 01-9
ENVIRONMENTAL PROTECTION
S L
S
B G
.0
.0
.0
1066.0
.0
1063.0
1065.0
.0
.0
1064.0
.0
.5
SW SW SW SW
S W
S W
S W
SW SW SW
SW SW
S
W
S
W
SW
SW
SW
SW
SW SW SW
198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00
60'
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
E
R O
S I O
N
C
O N
T R
A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
E R
O S
I O
N
C
O N
T R
O L
P
L A
N
C
N T
S
M A
R
C-1.02
SHEET 13 OF 54
RWY 31C OVERRUN
T
RUNWAY 31C OVERRUN STA 197+25 TO STA 209+52
RWY 31C
C
SILT FENCE INLET
PROTECTION 10'X10'
C-1.03
LEGEND:
EXISTING FEATURES
EXISTING CONTOURS
PROPOSED FEATURES
GRADING LIMITS
STRAW WATTLE
SILT FENCE
FLOW DIRECTION ARROWS
SEEDING AND MULCHING
SILT FENCE INLET
PROTECTION
ALTERNATE 1
SF
SW
SF
SF
STRAW WATTLE
C-1.03
STRAW WATTLE
C-1.03
M A
T C
H
L
I N
E
S
S
F
S
F
NOTES:
1. REFER TO EROSION CONTROL DETAILS ON
DRAWING C-1.03.
2. TOTAL DISTURBED AREA = 5.6 ACRES
3. MULCH AND SEED DISTURBED AREAS PER
SECTION 32 92 19.
4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
TEMPORARY EROSION AND SEDIMENT CONTROL
MEASURES. REFER TO SPECIFIC MAINTENANCE
NOTES FOR EACH MEASURE AS IDENTIFIED IN
DETAILS.
5. CONTRACTOR SHALL REMOVE TEMPORARY
DRAINAGE AND EROSION CONTROLS AFTER
VEGETATION IS REESTABLISHED OR AS DIRECTED
BY THE ENGINEER.
6. PROVIDE TEMPORARY DIVERSION DITCHES AS
REQUIRED TO ENSURE THAT WATER FLOWS TO
THE STORM DRAIN SYSTEM.
7. STRIP 4-INCHES OF TOPSOIL IN GRADED AREAS
AND STOCKPILE ONSITE PER SECTION 31 00 00.
8. PLACE 4-INCHES OF TOPSOIL ON ALL AREAS TO BE
SEEDED PER SECTION 31 00 00.
9. STABILIZED CONSTRUCTION ENTRANCES SEE
DRAWINGS G-1.03 AND G-1.04.
10. CONTRACTOR SHALL PREPARE A SWPPP IN
CONFORMANCE WITH TCEQ GENERAL PERMIT
TXR150000.
11. TEMPORARY EROSION CONTROLS ARE
INCIDENTAL TO SECTION 01-9 ENVIRONMENTAL
PROTECTION.
12. BASE BID CONSTRUCTION STA 198+56.20 TO STA
203+50.00 AND STA 206+47.00 TO STA 208+54.16.
13. ALTERNATE 1 CONSTRUCTION STA 203+50 TO STA
204+27.66 AND STA 205+44.23 TO STA 206+47.00.
ALTERNATE 1 (SEE NOTE 13)BASE BID (SEE NOTE 12) BASE BID (SEE NOTE 12)
S L
S
B G a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
E
R O
S I O
N
C
O N
T R
T
A I L
S d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
E R
O S
I O
N
C
O N
T R
O L
D
E T
A I L S
N T
S
M A
R
C-1.03
SHEET 14 OF 54
C
10' - 0" MAX. SPACING WITH BACKUP SUPPORT
FLOW
4"
M
I N
6' - 0" MAX. SPACING WITHOUT BACKUP SUPPORT
B
SECTION
B
P
A
N
P
A
N
9" DIAMETER
STRAW WATTLE
O
R
L E
S S
M
I N
T
R E
N C
H
T
Y P
4'4' 4'
1-1/8" X 1-1/8" X 30"
WOOD STAKES
NOTES:
1. OVERLAP ENDS OF STRAW WATTLE BY 2'.
2. STRAW WATTLE AEC
EXISTING INLET
SILT FENCE
SEE DETAIL 2,
ON THIS SHEET
INSTALL WIRE
FENCE SUPPORT
FOR THE GEOTEXTILE
2'X4' - W1 X W1
GEOTEXTILE FOR
TEMPORARY SILT
FENCE
M
I N
POST
GEOTEXTILE
BACKUP SUPPORT
COMPACTED
NATIVE SOIL
BURY GEOTEXTILE
IN TRENCH
1 STRAW WATTLE DETAIL
NOT TO SCALE
C-1.03
2 SILT FENCE DETAIL
NOT TO SCALE
4 SILT FENCE PEN DETAIL
NOT TO SCALE
N
N
8" MIN.
DEPTH
STABILIZED CONSTRUCTION
ENTRANCE DETAIL
NOT TO SCALE
R=25' MIN
4"-8" QUARRY SPALLS
(SEE NOTE 1)
GRADE TO PREVENT
RUNOFF FROM LEAVING
SITE
SUBGRADE
REINFORCEMENT
GEOTEXTILE
E
X
I
S
T
I
V
E
M
E
N
T
P
R
O
V
E
D
A
C
C
E
I
N
T
NOTE:
1. QUARRY ROCK MUST BE PLACED TO A DEPTH
OF 8 INCHES, AND MUST MEET THE FOLLOWING
SPECIFICATIONS:
4”-8”/40%-70% PASSING
2”-4” ROCK/30%-40% PASSING, AND
-2” ROCK/10%-20% PASSING.
C-1.03
C-1.03
C-1.03
S L
S
B G
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
D
E M
O L
I T
I O
N
P
L A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
D E
M O
L I T
I O
N
P
L A
N
C
N T
S
M A
R
C-2.01
SHEET 15 OF 54
RUNWAY 13C OVERRUN STA 99+00 TO STA 111+20
C-10.02
EX ALSF LIGHT BAR IN
PAVEMENT TO BE REMOVED
SEE DRAWING E-1.01
TYP OF 9 STATIONS
LEGEND:
DEMO ASPHALT
OVERRUN SECTION
EX LOCALIZER
PROTECT
EX BASE CANS
AND PCC SLAB
TO BE REMOVED
(TYP OF 10 STATION)
EX BAK 15 ARRESTING
SYSTEM PROTECT
EXISTING BAK-15 ARRESTING SYSTEM
PROTECT IN PLACE
EX APPROACH
LIGHT STATION
TO BE REMOVED
SEE DRAWING E1.01
RWY 13C
SAWCUT PCC/AC
EX ELECTRICAL
MANHOLE PROTECT
EX TRANSFORMER
ELECTRICAL PANEL
PROTECT
DEMO ASPHALT
OVERRUN SECTION
DEMO MISCELLANEOUS
CONCRETE
FULL DEPTH SAWCUT
EX THRESHOLD
LIGHT BAR
PROTECT
EX THRESHOLD
LIGHT BAR
PROTECT
RUNWAY 13C OVERRUN
NOTES:
1. CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND MEASUREMENTS AND
ADVISE OWNER OF ANY DIFFERENCES.
2. REFER TO DRAWING C-3.01 FOR MARKING
PLAN THRESHOLD 13C RELOCATION.
3. REFER TO DRAWING C-10.02 FOR PAVEMENT
DEMOLITION 13C.
4. REFER TO DRAWING E-1.01 FOR ELECTRICAL
DEMOLITION.
5. CONCRETE SLABS SHALL BE REMOVED TO
A MINIMUM DEPTH OF 3.0' BELOW
GRADE, EXCAVATED AREAS SHALL BE
BACKFILLED AND COMPACTED IN
ACCORDANCE WITH SPECIFICATION
SECTION 31 00 00 EARTHWORK.
6. DEMOLITION SHALL BE PERFORMED IN
ACCORDANCE WITH SPECIFICATION
SECTION 02 41 00.
7. LABEL, DISCONNECT AND REMOVE ARRESTING
SYSTEM 3-PHASE POWER CABLE AND
COMMUNICATION WIRE HARNESS FROM
TERMINAL. REINSTALL CABLES IN NEW
DUCTBANK PER DRAWING C-6.01.
C
C-10.02
SAWCUT PCC
EX ALSF LIGHT BAR IN
PAVEMENT TO BE REMOVED
SEE DWG E-1.01
NET ANCHORS, DUCT
BANKS AND CABLING
TO BE REMOVED.
SEE NOTE 7.
M A
T C
H
L
I N
E
S
EXISTING FEATURES
EX ANCHOR CHAIN MOVE
AS NEEDED FOR GRADING
(INCIDENTAL)
EX ANCHOR CHAIN MOVE
AS NEEDED FOR GRADING
(INCIDENTAL)
EX ALSF LIGHT BAR
TO BE REMOVED
SEE DRAWING E-1.01
EX BASE CANS
TO BE REMOVED
(TYP OF 10)
1 COORDINATE POINT
C-10.02
C-10.02
POINT NO. DESCRIPTION STATION OFFSET
1 CORNER POINT 100+07.86
108+48.07 75.72'
108+51.27
109+95.45
109+95.45
108+51.27
108+48.07
100+09.11
2 CORNER POINT
3 CORNER POINT
4 CORNER POINT
5 CORNER POINT
6 CORNER POINT
7 CORNER POINT
8 CORNER POINT
COORDINATE POINTS TABLE
75.36'
84.75'
77.01'
75.77'
85.47
75.02'
73.04'
EX CONCRETE PAD
TO BE REMOVED
EX SURVEY MONUMENTS
TO BE REMOVED (TYP 21)
EX ILS GROUND CHECK MARKER
REMOVE AND REPLACE
EX CONCRETE PAD
TO BE REMOVED
(TYP BOTH SIDES)
EX ABANDONED NET
ANCHORS AND DUCT BANK
TO BE REMOVED
C-10.07
S L
S
B G
198+00 199+00 200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00
12 13
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
D
E M
O L
I T
I O
N
P
L A
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
D E
M O
L I T
I O
N
P
L A
N
C
N T
S
M A
R
C-2.02
SHEET 16 OF 54
RWY 31C OVERRUN
T
RUNWAY 31C OVERRUN STA 197+25 TO STA 209+52
RWY 31C
EX BAK-15 ARRESTING
SYSTEM PROTECT
EX BAK-15 ARRESTING
SYSTEM PROTECT
SAWCUT
EX THRESHOLD
LIGHT BAR
PROTECT
EX THRESHOLD
LIGHT BAR
PROTECT
EX RUNWAY
EDGE LIGHT
PROTECT
(TYP OF 14)
EX ELECTRICAL
MANHOLE PROTECT
EX TAXIWAY EDGE
LIGHTS PROTECT
C-10.03
LEGEND:
DEMO ASPHALT
OVERRUN SECTION
ALTERNATE 1
C-10.03
DEMO ASPHALT
OVERRUN SECTION
DEMO MISCELLANEOUS
CONCRETE
FULL DEPTH SAWCUT
C
DEMO ASPHALT
OVERRUN SECTION
C-10.03
SAWCUT
O
U L D
E R
O
U L D
E R
EX TAXIWAY G
12" PCC PROTECT
IN-PAVEMENT
LIGHTING STATION
(TO BE REMOVED)
EX TRANSFORMER
AND ELECTRICAL
PANEL PROTECT
C-10.03
NET ANCHORS AND DUCT BANK
TO BE REMOVED SEE NOTE 7
EX SURVEY
MONUMENTS
TO BE REMOVED
(TYP OF 21)
ABANDONED
NET ANCHORS
AND DUCT BANK
(TO BE REMOVED)
EX TAXIWAY EDGE
LIGHT PROTECT (TYP)
EX CONCRETE PAD
AND ANCHOR CHAIN
PROTECT (TYP OF 2)
EX CONCRETE
REMOVE
(TYP BOTH SIDES)
M A
T C
H
L
I N
E
S
EXISTING FEATURES
EX ANCHOR CHAIN MOVE
AS NEEDED FOR GRADING
(INCIDENTAL)
EX ANCHOR CHAIN MOVE
AS NEEDED FOR GRADING
DEMO ASPHALT
OVERRUN SECTION
C-10.03
COORDINATE POINT
C-10.03 C-10.03
C-10.03
C-10.03
POINT NO. DESCRIPTION STATION OFFSET
9 CORNER POINT 198+56.20
10 CORNER POINT
11 CORNER POINT
12 CORNER POINT
13 CORNER POINT
14 CORNER POINT
15 CORNER POINT
16 CORNER POINT
COORDINATE POINTS TABLE
74.85'
17 CORNER POINT
18 CORNER POINT
19 CORNER POINT
20 CORNER POINT
EX LIGHT CANS
(TO BE REMOVED)
EX LIGHT CANS
(TO BE REMOVED)
EX LIGHT CANS
TO BE REMOVED
(TYP BOTH SIDES)
SEE DWG E-1.02
SAWCUT
NOTES:
1. CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND MEASUREMENTS AND
ADVISE OWNER OF ANY DIFFERENCES.
2. REFER TO DRAWING C-3.02 FOR MARKING
PLAN THRESHOLD 31C RELOCATION.
3. REFER TO DRAWING C-10.03 FOR PAVEMENT
DEMOLITION SECTIONS 31C.
4. REFER TO DRAWING E-1.02 FOR ELECTRICAL
DEMOLITION.
5. CONCRETE SLABS SHALL BE REMOVED TO
A MINIMUM DEPTH OF 3.0' BELOW
GRADE, EXCAVATED AREAS SHALL BE
BACKFILLED AND COMPACTED IN
ACCORDANCE WITH SPECIFICATION
SECTION 31 00 00 EARTHWORK.
6. DEMOLITION SHALL BE PERFORMED IN
ACCORDANCE WITH SPECIFICATION
SECTION 02 41 00.
7. LABEL, DISCONNECT AND REMOVE ARRESTING
SYSTEM 3-PHASE POWER CABLE AND
COMMUNICATION SYSTEM WIRE HARNESS
FROM TERMINAL. REINSTALL CABLES IN NEW
DUCTBANK PER DRAWING C-6.01.
EXISTING ILS
GROUND CHECK
MARKER REMOVED
AND REPLACED
C-10.07
SAWCUT
SAWCUT
203+50.00 74.72'
204+27.66 74.41'
204+27.66 84.61'
205+44.23 84.89'
74.31'205+44.23
74.31'205+98.05
74.11'206+47.00
77.65'206+47.00
74.38'208+54.16
78.65'208+54.16
85.32'205+99.46
203+50.00 76.58'
203+50.00 84.18'
CORNER POINT
CORNER POINT
CORNER POINT 198+56.20 76.07'
SAWCUT
ALTERNATE 1
S L
S
B G
99+00 100+00 110+00 120+00 130+00 140+00 150+00
1200.00' 1000.00'
99+00 100+00 110+00 120+00 130+00 140+00 150+00
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
M
A R
K I N
G
P
L A
N
T
H R
E S
H O
R
E L
O C
A T
I O
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
M A
R K
I N
G
P
L A
N
R
E S
H O
L D
R E
L O
C A
T I O
N
N T
S
M A
R
C-3.01
SHEET 17 OF 54
LEGEND:
TEMP MARKINGS
DEMO EXISTING MARKINGS
EXISTING FEATURES
NOTES
1. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON HMA
TO BE PERFORMED BY WATER BLASTING OR AS APPROVED
BY THE ENGINEER.
2. TEMPORARY DEMOLITION OF EXISTING MARKINGS ON PCC
TO BE PERFORMED BY WATER BLASTING OR AS APPROVED
BY THE ENGINEER.
3. ALL TEMPORARY MARKINGS SHOWN SHALL BE
COMPLETELY REMOVED AT THE END OF EACH PHASE AND
PERMANENT MARKING ESTABLISHED IN ACCORDANCE
WITH DRAWING C-3.03.
4. SEE DRAWING C-10.04 FOR TEMPORARY MARKING DETAILS.
5. SEE DRAWING C-10.05 FOR PERMANENT MARKING DETAILS.
6. SEE DRAWING E-3.05 FOR TEMPORARY ELECTRICAL.3
7. TEMPORARY MARKINGS SHALL BE APPLIED AT HALF OF
THE PERMANENT APPLICATION RATE.
PHASE 1 TEMPORARY MARKING, STA 99+00 TO STA 155+00
PHASE 1 EXISTING MARKING DEMOLITION, STA 99+00 TO STA 155+00
RWY 13C-31C
RWY 13C-31C
CONSTRUCTION
AREA
C
M A
T C
H
L
I N
E
S
M
A T
N
E
S
CONSTRUCTION AREA
T
W
Y
B
T W
Y
C
TEMP RELOCATED
THRESHOLD WHITE
WITH BEADS
STA 121+95.92
TEMP FIXED DISTANCE MARKINGS
WHITE WITH BEADS (TYP BOTH SIDES)
TEMP ARROW ON EXIST
CENTERLINE MARKING
YELLOW, WITH BEADS
(TYP OF 5)
TEMP DISPLACED THRESHOLD
ARROW HEADS YELLOW
WITH BEADS (TYP OF 4)
DEMO TRIPLE
TOUCHDOWN ZONE
MARKINGS
(TYP BOTH SIDES)
DEMO FIXED
DISTANCE
MARKINGS
(TYP BOTH SIDES)
DEMO SINGLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO RUNWAY
CENTERLINE DASH
MARKING 1 BAR
CONSTRUCTION
AREA
T
W
Y
B
T W
Y
C
RWY 13R-31L
RWY 13R-31L
DEMO 3' WIDE
THRESHOLD
DEMO SINGLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO DOUBLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO DOUBLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
C10.04
C10.04
C10.04
C10.04
S L
S
B G
1200.00'1000.00'
160+00 170+00 180+00 190+00 200+00 209+52
D r a
D e s i g n e d b y
R e v i e w e d b y
D a t e
S u b m i t t e d b y
D e s c r i p t i o n D a t e
A c t i o n
R e v
DRAWING
NUMBER:
A
B
C
D
F i l e n a m e
P l o t d a t e
P l o t s c a l e
S y m b o l
L A
G E
P r o j e c t s I N
F R
A v i a t i o n P r o j e c t s L a u g h l
E
O v e r r u n s
C
A D
D
R A
W I N
G S
C
M
A R
K I N
G
P
L A
N
T
H R
E S
H O
R
E L
O C
A T
I O
N d o t t e d
W e d n e s d a y
M a r
P
M b y
S o t o
S a n t o s
T r a c k i n g
N o
R E
P L A
E
R R
U N
S
N
T E
R
R
U N
W A
Y
L A
U G
H L
R
S
E
T
E X
A S
V
G
I N
E E
R
S
Q U
A D
R O
N
L A
U G
H L
R
S
E
T
E X
A S
U R
S
P
R O
J E
M
B E
R
P r o j e c t
I D
M X
C o n t r a c t
N o
D
U R
S
G
R O
U P
I N
C
A
M B
E R
G L E
N
B
L V
D
A U
S T
I N
T
E X
T E
X A
S
P
E
F
I R
M
B
T
M A
R K
I N
G
P
L A
N
R
E S
H O
L D
R E
L O
C A
T I O
N
N T
S
M A
R
C-3.02
SHEET 18 OF 54
PHASE 2 TEMPORARY MARKING, STA 155+00 TO STA 209+52
PHASE 2 EXISTING MARKING DEMOLITION, STA 155+00 TO STA 209+52
C
M A
T C
H
L
I N
E
S
M A
T C
H
L
I N
E
S
T W
Y
F
T
T
RWY 13R-31L
T W
Y
F
T
T
RWY 13R-31L
TEMP RELOCATED
THRESHOLD WHITE
WITH BEADS
STA 186+51.58
TEMP FIXED DISTANCE
MARKINGS WHITE
WITH BEADS
(TYP BOTH SIDES)
TEMP ARROW ON
EXISTING CENTERLINE
YELLOW, WITH BEADS
(TYP OF 5)
TEMP DISPLACED
THRESHOLD ARROW
HEADS YELLOW,
WITH BEADS
DEMO DOUBLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO RUNWAY
CENTERLINE DASH
MARKING 1 BAR
DEMO FIXED
DISTANCE
MARKINGS
(TYP BOTH SIDES)
DEMO TRIPLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO DOUBLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO SINGLE
TOUCHDOWN
ZONE MARKINGS
(TYP BOTH SIDES)
DEMO SINGLE
TOUCHDOWN
ZONE…
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