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1
D-701-1
30" STORMWATER PIPE
L.F.
292
D-701-2
REMOVAL OF 30" CONCRETE PIPE
L.F.
390
D-751-1
4'X4' SINGLE GRATE INLET (HEAVY-DUTY)
EACH
1
D-752-1
CONNECT 30" RCP TO EXIST. GRATE INLET,
COMPLETE IN-PLACE
L.S.
1
P-101-1
CONCRETE PAVEMENT REMOVAL
S.Y.
17,050
P-101-2
MILLING AND REMOVAL OF ASPHALT
PAVEMENT SURFACING (8" TO 0" THICKNESS)
S.Y.
2,110
P-152-1
UNCLASSIFIED EXCAVATION
C.Y.
1,100
P-152-2
BORROW EXCAVATION
C.Y.
6,000
P-152-3
UNSUITABLE EXCAVATION
C.Y.
180
P-154-1
8" SUBBASE COURSE
S.Y.
7,390
P-155-1
16" LIME-TREATED SUBGRADE
S.Y.
7,930
P-155-2
LIME
TON
300
P-156-1
SEDIMENT CONTROL FENCE
L.F.
2,680
P-156-2
INLET PROTECTION
EACH
3
P-501-1
12.5" PORTLAND CEMENT CONCRETE
PAVEMENT
S.Y.
6,840
P-605-1
CONCRETE JOINT CLEAN AND SEAL
L.F.
9,220
P-620-1
RETRO-REFLECTIVE PAVEMENT MARKINGS
S.F.
2,800
P-620-2
PREFORMED RUNWAY HOLD SIGN MARKINGS
S.F.
775
P-620-3
NON-REFLECTIVE BLACK OUTLINE
S.F.
4,950
P-620-4
PAVEMENT MARKING REMOVAL
T-901-1
SEEDING, INCLUDING FERTILIZING AND
WATERING
L.S.
1
ACRE
7.1
T-904-1
SODDING
S.Y.
970
T-905-1
TOPSOILING (OBTAINED ON SITE OR
REMOVED FROM STOCKPILE; 2" THICKNESS)
S.Y.
34,000
SS-300-5.1
LOCKOUT/TAGOUT AND CONSTANT CURRENT
REGULATOR CALIBRATION PROCEDURES
L.S.
1
SS-301-5.1
EXISTING AIRPORT ROTATING BEACON,
REMOVED
EACH
1
SS-301-5.2
EXISTING CONCRETE ENCASED, ELECTRICAL
JUNCTION STRUCTURE, REMOVED
EACH
2
7
EACH
12
SS-301-5.6
EXISTING IN-PAVEMENT EDGE LIGHT,
REMOVED
EACH
2
SS-301-5.7
ABANDONED SIGN BASE, REMOVED
EACH
4
SS-301-5.8
EXISTING BASE MOUNTED GUIDANCE SIGN,
REMOVED
EACH
16
SS-310-5.1
L-858(L) BASE MOUNTED, 3-MODULE
GUIDANCE SIGN, INSTALLED
EACH
2
EACH
2
EACH
39
L-861T(L) BASE MOUNTED TAXIWAY EDGE
LIGHT, INSTALLED ON EXISTING BASE
EACH
12
SS-310-5.5
FIELD LIGHTNING ARRESTOR, INSTALLED
EACH
4
SS-310-5.6
TEMPORARY AIRFIELD LIGHTING
L.S.
1
EACH
1
SS-310-5.2
SS-310-5.3
SS-310-5.4
L-101-5.1
L-862 BASE MOUNTED RUNWAY EDGE LIGHT,
INSTALLED
L-861T(L) BASE MOUNTED TAXIWAY EDGE
LIGHT, INSTALLED
L-802A, AIRPORT ROTATING BEACON, IN
PLACE
L-108-5.1
TRENCHING FOR DIRECT-BURIED CABLE, 18
INCH MINIMUM DEPTH
L.F.
20
L-108-5.2
NO. 8 AWG, 5 kV, L-824, TYPE C CABLE,
INSTALLED IN TRENCH, DUCT BANK, OR
CONDUIT
L.F.
6,900
L-108-5.3
NO. 6 AWG, SOLID, BARE COUNTERPOISE
WIRE, INSTALLED IN TRENCH, ABOVE THE
DUCT BANK OR CONDUIT, INCLUDING
GROUND RODS AND GROUND CONNECTORS
L.F.
5,200
L-108-5.4
TRENCHING FOR DIRECT-BURIED BARE
COUNTERPOISE WIRE, 8" MINIMUM DEPTH
L.F.
5,100
L-110-5.1
NON-ENCASED ELECTRICAL CONDUIT, 1W-2"C
L.F.
5,100
L-110-5.2
ENCASED ELECTRICAL CONDUIT, 1W-2"C,
WITH FLOWABLE FILL AND SAWCUT
PAVEMENT REPAIR
L.F.
140
1
2
3
4
5
6
7
8
9
10
11
12
13
1
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
G-101
G-102
G-103
G-201
G-301
G-302
G-303
G-304
G-401
C-101
C-201
C-202
C-203
C-204
C-301
C-302
C-401
C-402
C-501
C-502
C-503
C-504
C-505
C-601
C-701
C-702
C-801
C-901
C-902
32
33
C-903
C-904
C-1001
C-1002
34
35
36
37
M-101
M-102
M-103
M-104
38
39
40
41
42
43
44
45
46
XS-101
XS-102
XS-103
XS-104
XS-105
XS-106
XS-107
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
XS-108
XS-109
XS-110
XS-111
XS-112
XS-113
E-001
E-101
E-102
E-201
E-202
E-203
E-301
E-302
E-303
E-304
E-305
E-306
GENERAL
COVER SHEET
SHEET INDEX AND SUMMARY OF QUANTITIES
REGISTRATION NO.
F-5713
GENERAL NOTES
PROJECT LAYOUT AND SURVEY CONTROL PLAN
SAFETY AND PHASING PLAN
SAFETY AND PHASING DETAILS
SAFETY AND PHASING - PHASE IA
SAFETY AND PHASING - PHASE IB
GEOTECHNICAL INVESTIGATION PLAN
CIVIL
TYPICAL SECTIONS
SWPPP DETAILS I
SWPPP DETAILS II
SWPPP NOTES
SWPPP LAYOUT
EXISTING CONDITIONS LAYOUT I
EXISTING CONDITIONS LAYOUT II
DEMOLITION DETAILS
DEMOLITION LAYOUT
GRADING AND DRAINAGE DETAILS I
GRADING AND DRAINAGE DETAILS II
IL-H-G HORIZONTAL INLET TYPE H 1 OF 2
IL-H-G HORIZONTAL INLET TYPE H 2 OF 2
GRADING AND DRAINAGE PLAN
STORM DRAIN PROFILE
GEOMETRIC PLAN I
GEOMETRIC PLAN II
PAVEMENT PROFILES
JOINTING DETAILS I
JOINTING DETAILS II
JOINT LAYOUT PLAN I
JOINT LAYOUT PLAN II
JOINT ELEVATIONS LAYOUT I
JOINT ELEVATIONS LAYOUT II
MARKINGS
MARKING DETAILS
MARKING REMOVAL PLAN
MARKING AND SIGNAGE LAYOUT I
MARKING AND SIGNAGE LAYOUT II
CROSS SECTIONS
TAXIWAY D CROSS SECTIONS I
TAXIWAY D CROSS SECTIONS II
TAXIWAY D CROSS SECTIONS III
TAXIWAY D CROSS SECTIONS IV
TAXIWAY D CROSS SECTIONS V
TAXIWAY D CROSS SECTIONS VI
TAXIWAY D CROSS SECTIONS VII
TAXIWAY D CROSS SECTIONS VIII
TAXIWAY D CROSS SECTIONS IX
TAXIWAY H (DEMO) CROSS SECTIONS I
TAXIWAY H (DEMO) CROSS SECTIONS II
TAXIWAY G (DEMO) CROSS SECTIONS I
TAXIWAY G (DEMO) CROSS SECTIONS II
DIGITALLY SIGNED
08/08/2016
TAXIWAY D RECONSTRUCTION (2016)
L.S.
SS-301-5.5
EACH
BY
1
TDD
SITE PREPARATION
L.S.
Sheet List Table
JEFFERSON COUNTY, TX
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_G102_SI.dwg Last Save: 8/8/2016 4:32 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/8/2016 4:32 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
SS-120-1
MOBILIZATION
61
DESCRIPTION
Sect 105
EXISTING BASE MOUNTED EDGE LIGHT,
REMOVED
EXISTING BASE MOUNTED EDGE LIGHT,
REMOVED, BASE TO REMAIN
EACH
ADDENDUM # 1
SS-301-5.4
EXISTING STAKE MOUNTED EDGE LIGHT,
REMOVED
DATE
SS-301-5.3
QUANTITY
8/8/16
UNIT
1
ESTIMATED
DESCRIPTION
REV.
NO.
JACK BROOKS REGIONAL AIRPORT
SPEC.
ELECTRICAL
ELECTRICAL LEGEND AND NOTES
LIGHTING REMOVAL PLAN I
LIGHTING REMOVAL PLAN II
LIGHTING INSTALLATION PLAN I
LIGHTING INSTALLATION PLAN II
LIGHTING INSTALLATION PLAN III
ELECTRICAL DETAILS I
ELECTRICAL DETAILS II
ELECTRICAL DETAILS III
ELECTRICAL DETAILS IV
ELECTRICAL DETAILS V
ELECTRICAL DETAILS VI
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: TDD
DRAWN BY: JS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
G-102
SHEET
NUMBER
2
REGISTRATION NO.
F-5713
0
40'
80'
160'
240'
(IN FEET)
STA. 139+51.06; 63.05 RT
STA. 140+21.78; 28.49 RT
DIGITALLY SIGNED
08/08/2016
147+00
148+00
149+00
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
00
146+00
158+00
159+00
4+
STA. 158+48.92; 25.00 RT
30
STA. 158+00.00; 25.00 RT
STA. 302+67.08; 37.27' RT
STA. 202+50; 40.85' RT
STA. 202+50; 45.60' LT
STA. 301+51.70; 37.12' RT
STA. 201+50; 37.77' RT
STA. 300+65.73; 36.21' RT
STA. 301+80.48; 162.51' LT
0
1+
30
0
STA. 200+75.09; 118.48' LT
201+00
STA. 201+50; 38.10' LT
RUNWAY 12-30
00
0+
30
NOTES:
1.
WHERE EXISTING PAVEMENT TO REMAIN IS
ADJACENT TO PAVEMENT THAT IS TO BE REMOVED,
FULL-DEPTH SAWCUT THE PAVEMENT. SEE DETAILS
SHEET G-401.
2.
EXISTING PAVEMENTS SECTION INFORMATION FROM
BORE AND GEOTECHNICAL REPORT. CONTRACTOR
TO VERIFY EXISTING PAVEMENT SECTIONS.
3.
PAVEMENT REMOVAL DOES NOT INCLUDE BASE
UNDERLYING ASPHALT MATERIALS.
LEGEND
10.5" PORTLAND CEMENT CONCRETE,
3,321.18 SY
1
REV.
30
EXISTING TAXIWAY H
PAVEMENT TO REMAIN
DATE
EXISTING INLET TO REMAIN
STA. 200+75.09; 86.70' RT
JACK BROOKS REGIONAL AIRPORT
±324 L.F. OF EXISTING
30" PIPE REMOVAL
202+00
EXISTING TAXIWAY G
PAVEMENT TO REMAIN
200+00
REMOVE EXISTING
GRATE INLET
00
2+
STA. 139+78.10; 202.08 RT
8/8/16
3+
00
STA. 303+11.51; 39.70' LT
STA. 302+4.53; 54.57' LT
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_C402_DM.dwg Last Save: 8/5/2016 3:15 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/5/2016 3:23 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
203+00
STA. 145+70.20; 22.94 RT
30
TAXIWAY F
STA. 140+26.79; 128.40 RT
R = 100.00'
TAXIWAY D RECONSTRUCTION (2016)
145+00
STA. 158+00.00; 25.00 LT
1
JEFFERSON COUNTY, TX
00
5+
EXISTING
AREA INLET
TO REMAIN
30
TAXIW
AY D
144+00
BY
143+00
TDD
REMOVE EXISTING
JUNCTION BOX
142+00
DESCRIPTION
EXISTING
24" RCP
TO REMAIN
141+00
ADDENDUM # 1
140+00
204+50
EXISTING
30" RCP
TO REMAIN
±63 L.F. OF EXISTING
30" PIPE REMOVAL
STA. 140+91.42; 25.00 RT
139+00
204+00
138+00
12" PORTLAND CEMENT CONCRETE,
9,791.32 SY
VARYING HOT MIX ASPHALT, 6"
PORTLAND CEMENT CONCRETE 314.62 SY
REMOVE VARYING THICKNESS ASPHALT
TRANSITIONS (8" TO 0"), UNDERLYING
CONCRETE TO REMAIN 2,106.13 SY
8.5" PORTLAND CEMENT CONCRETE
AND 4" ASPHALT, 1,568.67 SY
10" PORTLAND CEMENT CONCRETE,
988.11 SY
VARYING THICKNESS ASPHALT
TRANSITION, 10" PORTLAND CEMENT
CONCRETE, 1,054.69 SY
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: TDD
DRAWN BY: JS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-402
18
SHEET
NUMBER
1 8/8/16 ADDENDUM # 1
TDD
1
NEW SHEET
1
8/8/16 ADDENDUM # 1 TDD
1
NEW SHEET
1 8/8/16 ADDENDUM # 1 TDD
1
NEW SHEET
NOTE:
INCLUDE COST OF DEWATERING IN PIPE
AND STRUCTURE INSTALLATION PRICING.
THERE WILL BE NO SEPARATE PAY FOR
DEWATERING.
REGISTRATION NO.
F-5713
0
40'
80'
160'
240'
(IN FEET)
WARNING - EXISTING FAA
CABLE TO REMAIN. USE
EXTREME CAUTION
EXACT LOCATION AND
DEPTH UNKNOWN
REGISTRATION NO.
F-000520
STA. 146+75.00; 69.00' LT
MATCH EXISTING GROUND
STA. 145+56.46; 71.31' LT
MATCH EXISTING GROUND
STA. 158+00.00; 69.00' LT
MATCH EXISTING GROUND
DIGITALLY SIGNED
08/08/2016
140+00
141+00
STA. 158+00.00; 40.00' RT
MATCH EXISTING GROUND
142+00
204+50
144+00
00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
203+00
00
0+
STA. 303+11.57; 39.70' LT
MATCH EXISTING GROUND
STA. 301+77.93; 158.06' LT
MATCH EXISTING GROUND
STA. 302+17.83; 77.34' LT
MATCH EXISTING GROUND
30
STA. 02+95.26 INSTALL 4' X 4'
GRATE INLET "G01"
N = 13927383.85
E = 3547114.21
TOP: 5.13; 30" FL (OUT) = 0.93
STA. 202+50.00; 60.00' RT
MATCH EXISTING GROUND
200+00
00
1+
30
STA. 145+10.28; 193.68' RT
MATCH EXISTING GROUND
TAXIWAY H
STA. 203+15.00; 138.00' LT
MATCH EXISTING GROUND STA. 202+50.00; 60.00' LT
MATCH EXISTING GROUND
201+00
00
2+
30
STA. 146+87.77; 180.00' RT
MATCH EXISTING GROUND
G
TAXIWAY F
STA. 302+54.02; 60.00' RT
MATCH EXISTING GROUND
AY
280 LF OF GRADING
DITCH AT 0.50%
202+00
EXISTING 24" RCP
30
3+
00
STA. 148+89.74; 85.00' RT
MATCH EXISTING GROUND
XIW
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_C505_GD.dwg Last Save: 8/8/2016 2:53 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/8/2016 2:59 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
30
4+
STA. 158+00.00; 85.00' RT
MATCH EXISTING GROUND
TA
STA. 144+63.36; 162.08' RT
MATCH EXISTING GROUND
159+00
RUNWAY 12-30
STA. 200+75.18; 138.00' LT
MATCH EXISTING GROUND
STA. 200+75.18; 87.00' RT
MATCH EXISTING GROUND
TAXIWAY D RECONSTRUCTION (2016)
151+00
JEFFERSON COUNTY, TX
150+00
DATE
149+00
1
148+00
REV.
147+00
00
146+00
8/8/16
30
145+00
204+00
AY D
5+
TAXIW
143+00
DESCRIPTION
139+00
JACK BROOKS REGIONAL AIRPORT
138+00
ADDENDUM # 1
BY
INSTALL ± 292 L.F.
OF 30" RCP AT 0.24%
TDD
STA. 0+00.00
TIE INTO EXISTING
GRATE INLET "G00.1"
N = 13927472.09
E = 3547395.82
TOP: 5.12
30" FL (IN) = 0.22
30" FL (OUT) = 0.22
1
STA. 300+52.01; 60.00' RT
MATCH EXISTING GROUND
STA. 301+38.56; 60.00' RT
MATCH EXISTING GROUND
STA. 201+50.00; 60.00' LT
MATCH EXISTING GROUND
STA. 201+50.00; 60.00' RT
MATCH EXISTING GROUND
JOB NO.: 16121501
DATE: JULY, 2016
SPI JOB NO.: 932102.00
DRAWN BY: N. REED
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-505
SHEET
NUMBER
23
1 8/8/16 ADDENDUM # 1 TDD
1
NEW SHEET
STA. 145+05.00; 600.00' LT
R = 575.00' (INNER RADIUS)
R = 625.00' (OUTER RADIUS)
REGISTRATION NO.
F-5713
0
25'
50'
100'
150'
(IN FEET)
1
STA. 145+05.00; 25.00' LT
142+0
0
143+0
0
BEGIN TAXIWAY 'D' REHABILITATION
STA. 137+98.25; 59.05' RT
144+0
0
145+0
0
146+00
STA. 137+69.01; 138.44' RT
R = 84.59'
147+00
STA. 140+26.78; 128.37' RT
R = 100.00'
STA. 138+38.93; 116.91' RT
STA. 145+05.00; 25.00' RT
STA. 139+27.16; 119.67' RT
END TAXIWAY 'D' REHABILITATION
BEGIN TAXIWAY 'D' RECONSTRUCTION
STA.145+70.20
PROJECT LAYOUT
STA. 138+66.19; 454.66' RT
DESCRIPTION
STA. 139+45.94; 69.50' RT
REALIGN AND RECONSTRUCT TAXIWAY 'D' PAVEMENT.
REMOVE AND INSTALL LIGHTING IMPROVEMENTS. REMARK
TAXIWAY 'D'.
RUNWAY 12-30
TAXIWAY 'D' AND 'F' PAVEMENT REHABILITATION, CRACK
CLEANING AND SEALING AND REMARKING. REMOVE AND
INSTALL LIGHTING IMPROVEMENTS.
1
JEFFERSON COUNTY, TX
141+0
0
TAXIWAY F
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_C701_GE.dwg Last Save: 8/8/2016 2:48 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/8/2016 3:02 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
140+0
0
REV.
139+00
BEGIN TAXIWAY 'D' REHABILITATION
STA. 137+88.07
JACK BROOKS REGIONAL AIRPORT
138+00
DATE
MATCHLINE STA. 147+00
137+00
8/8/16
STA.139+32.03; 34.91' LT
136+00
TAXIWAY D RECONSTRUCTION (2016)
BEGIN TAXIWAY 'D' REHABILITATION
STA. 137+83.78; 24.89' LT
ADDENDUM # 1
DESCRIPTION
BY
WARNING - EXISTING FAA
CABLE TO REMAIN. USE
EXTREME CAUTION
EXACT LOCATION AND
DEPTH UNKNOWN
TDD
DIGITALLY SIGNED
08/08/2016
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: TDD
DRAWN BY: JS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-701
25
SHEET
NUMBER
REGISTRATION NO.
F-5713
0
25'
50'
100'
150'
(IN FEET)
1
WARNING - EXISTING FAA
CABLE TO REMAIN. USE
EXTREME CAUTION
EXACT LOCATION AND
DEPTH UNKNOWN
BY
204+50
150+00
151+00
152+00
153+00
154+00
155+00
156+00
157+00
158+00
159+00
160+00
161+00
ADDENDUM # 1
149+00
2+
00
EXISTING TAXIWAY H
PAVEMENT TO REMAIN
1+
30
00
201+00
30
200+00
0
+0
RUNWAY 12-30
0
30
EXISTING TAXIWAY G
PAVEMENT TO REMAIN
JEFFERSON COUNTY, TX
202+00
JACK BROOKS REGIONAL AIRPORT
30
3+
TAXIWAY D RECONSTRUCTION (2016)
00
1
REV.
203+00
30
DATE
8/8/16
4+
00
148+00
204+00
30
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_C701_GE.dwg Last Save: 8/8/2016 2:48 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/8/2016 3:03 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
MATCHLINE STA. 147+00
147+00
DESCRIPTION
END TAXIWAY 'D' RECONSTRUCTION
STA. 158+00.00
5+
00
TAXIWAY D
TDD
DIGITALLY SIGNED
08/08/2016
PROJECT LAYOUT
DESCRIPTION
REALIGN AND RECONSTRUCT TAXIWAY 'D' PAVEMENT.
REMOVE AND INSTALL LIGHTING IMPROVEMENTS. REMARK
TAXIWAY 'D'.
CONSTRUCT AND MARK NEW TAXIWAY 'G' PAVEMENT.
INSTALL NEW TAXIWAY 'G' LIGHTING.
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: TDD
DRAWN BY: JS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
C-702
SHEET
NUMBER
26
5
0
300+00
301+00
302+00
TAXIWAY 'G' (DEMO) PROFILE
303+00
-5
304+00
10
5
5
0
0
158+50
-5
-5
0.86%
-0.87%
200+50
TAXIWAY 'D' PROFILE
PROPOSED
ALIGNMENT
5
0
305+00
-5
201+00
202+00
TAXIWAY 'H' (DEMO) PROFILE
203+00
10
EXISTING SURFACE
0
204+00
-5
8/8/16
DATE
15
1
DESCRIPTION
20
REV.
TDD
BY
TAXIWAY 'D' PROFILE
ADDENDUM # 1
STA: 204+00.00
ELEV: 6.86
154+00
5
0
SHEET
NUMBER
TAXIWAY D RECONSTRUCTION (2016)
3.00%
ELEV: 6.61
ELEV: 6.19
STA: 203+75.00
STA: 203+65.00
ELEV: 5.69
153+00
6.86
1.00%
5.36
6.04
0.20%
5.74
0.15%
BEGIN TW D
GRADING
STA: 203+15.00
PROPOSED
ALIGNMENT
5.66
ELEV: 5.56
BEGIN TW H
PAVEMENT
REMOVAL
STA: 202+50.00
152+00
5.45
5.56
1
5.56
5.49
ELEV: 5.41
151+00
5.40
5.41
5.41
END TW H
PAVEMENT
MILLING
STA: 201+50.00
-5
JACK BROOKS REGIONAL AIRPORT
20
5.87
ELEV: 6.10
150+00
PROPOSED GRADE
5.86
EXISTING GRADE
10
BEGIN TW H
PAVEMENT
MILLING
STA: 200+75.19
7.20
5.64
5.82
7.37
5.91
7.54
6.01
7.71
6.11
7.88
6.21
8.05
6.29
8.22
6.36
8.39
6.47
8.56
6.59
8.73
6.96
8.85
7.47
8.89
8.10
0.01%
JEFFERSON COUNTY, TX
ELEV: 6.83
15
ELEV: 8.63
STA. 155+20.66
EXISTING 24" RCP
FL = 0.46
15
7.41
%
5.39
6.43
-0.92%
20
STA: 304+90.75
-0.23%
20
7.41
1.50%
STA: 304+61.89
-5
ELEV: 8.88
5.64
0
8.37
158+00
ELEV: 8.63
5
8.37
STA: 304+21.44
6.83
5.31
ELEV: 6.92
END TAXIWAY D
RECONSTRUCTION.
MATCH EXISTING
TAXIWAY D
STA: 158+00.00
149+00
ELEV: 8.01
STA: 304+33.02
157+00
8.24
-0.62%
ELEV: 7.14
0.10%
8.24
0.19%
7.90
EXISTING
SURFACE
BEGIN TW D
GRADING
STA: 303+63.67
100.00 VC
PVI STA: 155+50.00
PVI ELEV: 6.70
LP STA: 155+76.71
LP ELEV: 6.74
STA: 157+64.17
148+00
6.90
5.35
6.85
5.45
8.88
8.23
8.88
8.34
EXISTING SURFACE
7.90
10
7.61
156+00
ELEV: 7.60
BEGIN TW G
PAVEMENT
REMOVAL
STA: 302+88.65
PVT STA: 156+00.00
PVT ELEV: 6.75
8.87
8.47
8.87
8.62
STA: 145+70.20
ELEV: 8.86
PVT STA: 149+50.00
PVT ELEV: 8.73
PVC STA: 148+50.00
PVC ELEV: 8.89
PROPOSED ALIGNMENT
7.61
7.54
-0.80%
6.80
5.57
6.75
5.64
147+00
7.54
-0.73%
7.41
155+00
7.41
EXISTING SURFACE
ELEV: 7.38
20
7.42
END TW G
PAVEMENT
MILLING
STA: 301+73.23
146+00
6.75
5.65
PVC STA: 155+00.00
PVC ELEV: 6.87
8.86
PROPOSED GRADE
8.78
10
7.42
154+00
6.87
5.72
10
ELEV: 8.07
PROPOSED
ALIGNMENT
7.93
ELEV: 8.34
BEGIN TW G
PAVEMENT
MILLING
STA: 300+86.70
7.03
15
7.93
15
8.34
20
STA: 300+50.00
145+50
PROPOSED GRADE
8.34
0
5.77
5
EXISTING GRADE
8.89
15
EXISTING GRADE
7.20
5.82
8.89
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_C801_PE.dwg Last Save: 8/8/2016 2:50 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/8/2016 3:06 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
20
100.00 VC
PVI STA: 149+00.00
PVI ELEV: 8.89
HP STA: 148+53.21
HP ELEV: 8.89
20
REGISTRATION NO.
F-5713
15
-0.34%
10
STA. 148+49.56
PROPOSED
30" RCP FL = 0.46
5
0
-5
DIGITALLY SIGNED
08/08/2016
1.00%
15
10
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: TDD
DRAWN BY: JS
BAR IS ONE INCH ON
ORIGINAL DRAWING
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
1"
DRAWING NUMBER
C-801
27
FAA
FAA
FAA
FAA
13
FAA
T/W "F"
FAA
2
FAA
15
FAA
4
FAA
1
FAA
FAA
2
7
FAA
0
FAA
3
FAA
25'
50'
100'
150'
REGISTRATION NO.
F-5713
FAA
"
FAA
19
13
T/W "D
(IN FEET)
19
GENERAL NOTE:
13
1
1.
7
5
4
SEE SHEET E-001 FOR
KEYED NOTES.
2
T/W "D
"
13
7
9
2
3
1
14
12
2
16
16
3
18
1
REV.
T/W "F"
DATE
4
DIGITALLY SIGNED
08/08/2016
BY
12
10
MCL
12
9
14
DESCRIPTION
11
ADDENDUM # 1
11
8/8/16
10
MATCHLINE SHEET E-102
10
4
16
4
12
4
12
13
13
8
11
11
8
R/W 12-30
DEMOLITION KEYED NOTES:
1
REMOVE EXISTING STAKE-MOUNTED TAXIWAY
EDGE LIGHT. (TYPICAL)
2
11
REMOVE EXISTING IN-PAVEMENT, ELEVATED
TAXIWAY EDGE LIGHT AND ISOLATION
TRANSFORMER. BASE TO REMAIN. (TYPICAL OF 12)
REMOVE EXISTING BASE MOUNTED TAXIWAY
GUIDANCE SIGN. (TYPICAL)
12
REMOVE EXISTING CABLE FROM EXISTING
CONDUIT SYSTEM.
DEMOLISH EXISTING ABANDONED CONCRETE
GUIDANCE SIGN BASE.
13
EXISTING AIRFIELD CIRCUIT TO REMAIN. (TYPICAL)
4
EXISTING GUIDANCE SIGN TO REMAIN. (TYPICAL)
14
DEMOLISH EXISTING JUNCTION STRUCTURE.
5
ABANDON EXISTING DEB SERIES CIRCUIT IN
PLACE. (TYPICAL)
15
EXISTING ELECTRICAL DUCT BANK TO REMAIN.
(TYPICAL)
7
EXISTING TAXIWAY EDGE LIGHT TO REMAIN.
(TYPICAL)
16
EXISTING JUNCTION STRUCTURE TO REMAIN.
18
8
EXISTING RUNWAY EDGE LIGHT TO REMAIN.
(TYPICAL)
REMOVE EXISTING CABLE FROM EXISTING
ELECTRICAL DUCT BANK.
3
CAUTION NOTES:
1.
UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN
MADE TO LOCATE THESE UTILITIES ON THE PLANS, HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE
ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE
LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS
UNTIL THEY ARE NO LONGER NECESSARY.
19
2.
TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS
ADVANCE NOTIFICATION THROUGH THE TEXAS ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED
EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS
1-800-245-4545. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL
UTILITY COMPANIES ARE MEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO
CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.
9
10
REMOVE AND STORE EXISTING IN-PAVEMENT,
ELEVATED TAXIWAY EDGE LIGHT. DEMOLISH
BASE.
REMOVE EXISTING AIRFIELD CIRCUIT AND
ABANDON EXISTING CONDUIT SYSTEM. (TYPICAL)
EXISTING FAA CABLE TO REMAIN. FIELD LOCATE
PRIOR TO DEMOLITION AND PROTECT DURING
CONSTRUCTION.
TAXIWAY D RECONSTRUCTION (2016)
13
15
JEFFERSON COUNTY, TX
4
JACK BROOKS REGIONAL AIRPORT
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_E101_DM.dwg Last Save: 8/5/2016 2:55 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: Garver Standard Half.ctb Plot Scale: 1:2 Plot Date: 8/5/2016 3:18 PM Plotter used: \\gfyvdc02\Canon iR C4080 PS
16
13
KEYMAP
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: MCL
DRAWN BY: JKS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-101
SHEET
NUMBER
52
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
19
1
0
25'
50'
100'
150'
REGISTRATION NO.
F-5713
(IN FEET)
1
5
1
5
1
2
7
5
T/W "D"
7
1
5
1
1
17
50
2
5
5
DATE
2
8
8
13
52
5
2
1
1
Y
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_E102_DM.dwg Last Save: 8/5/2016 2:54 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: AECmono.ctb Plot Scale: 1:2 Plot Date: 8/5/2016 3:18 PM Plotter used: DWG To PDF.pc3
17
5
13
6
13
5
5
13
Y
W
8
6
17
W
8
5
8
R/W 12-30
13
8
8
13
Y
W
1
2
5
51
2
REV.
1
4
TAXIWAY D RECONSTRUCTION (2016)
5
1
Y
W
JACK BROOKS REGIONAL AIRPORT
"G"
5
DESCRIPTION
T/W "H"
T/W
2
ADDENDUM # 1
1W-2"
2
JEFFERSON COUNTY, TX
3
5
MATCHLINE SHEET E-101
BY
2
2
MCL
DIGITALLY SIGNED
08/08/2016
1
8/8/16
5
2
DEMOLITION KEYED NOTES:
1
REMOVE EXISTING STAKE-MOUNTED TAXIWAY EDGE LIGHT. (TYPICAL)
2
REMOVE EXISTING BASE MOUNTED TAXIWAY GUIDANCE SIGN. (TYPICAL)
3
DEMOLISH EXISTING ABANDONED CONCRETE GUIDANCE SIGN BASE.
CAUTION NOTES:
4
EXISTING GUIDANCE SIGN TO REMAIN. (TYPICAL)
UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN
MADE TO LOCATE THESE UTILITIES ON THE PLANS, HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE
ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE
LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS
UNTIL THEY ARE NO LONGER NECESSARY.
5
ABANDON EXISTING DEB SERIES CIRCUIT IN PLACE. (TYPICAL)
6
REMOVE AND STORE EXISTING IN-PAVEMENT RUNWAY EDGE LIGHT. DEMOLISH BASE.
7
EXISTING TAXIWAY EDGE LIGHT TO REMAIN. (TYPICAL)
8
EXISTING RUNWAY EDGE LIGHT TO REMAIN. (TYPICAL)
GENERAL NOTE:
1.
1.
2.
SEE SHEET E-001 FOR
KEYED NOTES.
TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS
ADVANCE NOTIFICATION THROUGH THE TEXAS ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED
EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS
1-800-245-4545. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL
UTILITY COMPANIES ARE MEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO
CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.
13
EXISTING AIRFIELD CIRCUIT TO REMAIN. (TYPICAL)
17
REMOVE EXISTING AIRFIELD CIRCUIT AND DEMOLISH ELECTRICAL DUCT BANK IN PLACE.
19
EXISTING FAA CABLE TO REMAIN. FIELD LOCATE PRIOR TO DEMOLITION AND PROTECT DURING CONSTRUCTION.
KEYMAP
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: MCL
DRAWN BY: JKS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-102
SHEET
NUMBER
53
FAA
1
140+0
141+0
2 0
0
143+0
0
1
144+0
0
T
7
50.00'
10
9
2 EQUAL SPACES
@ 61.19'
10
10
10
DATE
T/W "F"
11
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_E201_RL.dwg Last Save: 8/5/2016 3:08 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: AECmono.ctb Plot Scale: 1:2 Plot Date: 8/5/2016 3:19 PM Plotter used: DWG To PDF.pc3
9
JACK BROOKS REGIONAL AIRPORT
10
9
REV.
10
R/W 12-30
0
25'
50'
100'
DIGITALLY SIGNED
08/08/2016
150'
JEFFERSON COUNTY, TX
9
TAXIWAY D RECONSTRUCTION (2016)
1
2
BY
1 SPACE
@ 27.27'
7
147+00
14
1
1
1 SPACE
@ 27.27'
146+00
MCL
1
ALIGN
145+0
0 2
DESCRIPTION
1
50.00'
13
SA
ADDENDUM # 1
3
8/8/16
T/W "D
"
4
7
1 SPACE
@ 12.76'
24
1
REGISTRATION NO.
F-5713
2 EQUAL SPACES
@ 54.44'
142+0
13
SA
7
1 SPACE @ 50.00'
(SPACING BASED ON
TAXIWAY CENTERLINE)
MATCHLINE SHEET E-202
2
FAA
ALIGN
ALIGN
ALIGN
0
4 EQUAL SPACES
@ 35.35'
3 EQUAL SPACES @ 160.90'
(SPACING BASED ON
TAXIWAY CENTERLINE)
ALIGN
3 EQUAL SPACES
@ 22.35' 139+
00
14
1
FAA
1 SPACE @ 50.00'
(SPACING BASED ON
TAXIWAY CENTERLINE)
ALIGN
T/W "F"
FAA
1
12
FAA
138+00
FAA
1 SPACE
@ 37.87'
FAA
T/W "D
"
137+00
4
FAA
136+00
20
135+00
FAA
3
FAA
134+00
(IN FEET)
GENERAL NOTE:
1.
SEE SHEET E-001 FOR KEYED
NOTES.
CAUTION NOTES:
1.
2.
UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN
MADE TO LOCATE THESE UTILITIES ON THE PLANS, HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE
ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE
LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS
UNTIL THEY ARE NO LONGER NECESSARY.
TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS
ADVANCE NOTIFICATION THROUGH THE TEXAS ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED
EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS
1-800-245-4545. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL
UTILITY COMPANIES ARE MEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO
CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.
INSTALLATION KEYED NOTES:
1
INSTALL NEW L-861T(L) BASE-MOUNTED TAXIWAY
EDGE LIGHT. (TYPICAL)
11
INSTALL NEW AIRFIELD CIRCUIT IN EXISTING
ELECTRICAL DUCT BANK.
2
INSTALL NEW TRENCH TYPE "A". (TYPICAL)
12
3
INSTALL NEW TRENCH TYPE "B". (TYPICAL)
4
INSTALL NEW BASE-MOUNTED L-858(L) GUIDANCE
SIGN. SEE SHEET E-305 FOR SIGN INDEX.
INSTALL NEW 2 FT WATERTIGHT CONDUIT
STUB-OUT FOR CONNECTION OF EXISTING DEB
CIRCUIT TO NEW AIRFIELD CIRCUIT. SPLICE
EXISTING CONDUCTORS TO NEW CONDUCTORS
UTILIZING DEB SPLICE. INSTALL NEW DUCT
MARKER AT SPLICE LOCATION.
7
INSTALL NEW TRENCH TYPE "C". (TYPICAL FOR
CONDUIT INSTALLED IN EXISTING PAVEMENT)
9
INSTALL NEW L-861T(L) BASE-MOUNTED TAXIWAY
EDGE LIGHT ON EXISTING BASE. (TYPICAL OF 12)
10
INSTALL NEW AIRFIELD CIRCUIT IN EXISTING
CONDUIT.
13
14
INSTALL NEW SURGE ARRESTOR IN LINE WITH THE
SERIES CIRCUIT. INSTALL BRASS INPAVEMENT
MARKER ON CONCRETE LIGHT BASE ENGRAVED
WITH "SA".
INSTALL DRAINABLE AGGREGATE AREA AT
INDICATED EDGE LIGHT. SEE DRAIN NOTE ON
SHEET E-301, DETAIL 1, NOTE 4.
KEYMAP
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: MCL
DRAWN BY: JKS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-201
SHEET
NUMBER
54
GENERAL NOTE:
1.
SEE SHEET E-001 FOR KEYED
NOTES.
0
25'
50'
1
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
FAA
(IN FEET)
FAA
FAA
FAA
FAA
100'
FAA
150'
REGISTRATION NO.
F-5713
FAA
FAA
7 EQUAL SPACES
@ 191.15'
14
1
2
14
2
147+00
148+00
T SA
149+00
150+00
151+00
152+00
154+00
155+00
156+00
13
157+00
158+00
159+00
5
T/W "D"
T/W "D"
2
153+00
1
13
5
14
DIGITALLY SIGNED
08/08/2016
BY
T
SA
160+00
MCL
T
2
ADDENDUM # 1
8/8/16
DATE
6
2
Y
W
Y
W
Y
W
6
2
ALIGN
15
R/W 12-30
Y
W
TAXIWAY D RECONSTRUCTION (2016)
6
JEFFERSON COUNTY, TX
2
W
1
REV.
Y
JACK BROOKS REGIONAL AIRPORT
15
6
ALIGN
File: L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Drawings\BPT_TWD_E202_RL.dwg Last Save: 8/5/2016 3:09 PM Last saved by: JSuarez
Last plotted by: Suarez, Javier Plot Style: AECmono.ctb Plot Scale: 1:2 Plot Date: 8/5/2016 3:20 PM Plotter used: DWG To PDF.pc3
MATCHLINE SHEET E-201
DESCRIPTION
7 EQUAL SPACES
@ 191.15'
INSTALLATION KEYED NOTES:
CAUTION NOTES:
1.
2.
UNDERGROUND UTILITIES EXIST WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN
MADE TO LOCATE THESE UTILITIES ON THE PLANS, HOWEVER, ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE
ACTUAL LOCATIONS OF THE UTILITIES MAY VARY FROM THE LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL CONTACT THE UTILITIES INVOLVED AND MAKE ARRANGEMENTS FOR THE
LOCATION OF THE UTILITIES ON THE GROUND. THE CONTRACTOR SHALL MAINTAIN THE UTILITY LOCATION MARKINGS
UNTIL THEY ARE NO LONGER NECESSARY.
TEXAS STATE LAW, THE UNDERGROUND FACILITIES DAMAGE PREVENTION ACT, REQUIRES TWO WORKING DAYS
ADVANCE NOTIFICATION THROUGH THE TEXAS ONE-CALL SYSTEM CENTER BEFORE EXCAVATING USING MECHANIZED
EQUIPMENT OR EXPLOSIVES (EXCEPT IN THE CASE OF AN EMERGENCY). THE ONE-CALL SYSTEM PHONE NUMBER IS
1-800-245-4545. THE CONTRACTOR IS ADVISED THAT THERE IS A SEVERE PENALTY FOR NOT MAKING THIS CALL. NOT ALL
UTILITY COMPANIES ARE MEMBERS OF THE TEXAS ONE-CALL SYSTEM; THEREFORE, THE CONTRACTOR IS ADVISED TO
CONTACT ALL NON-MEMBER UTILITIES AS WELL AS THE ONE-CALL SYSTEM.
1
INSTALL NEW L-861T(L) BASE-MOUNTED TAXIWAY EDGE LIGHT. (TYPICAL)
2
INSTALL NEW TRENCH TYPE "A". (TYPICAL)
5
CONNECT NEW 1W-2"C NON-ENCASED CONDUIT TO EXISTING CONDUIT STUB-OUT
FOR CONNECTION TO EXISTING TAXIWAY LIGHT.
6
CORE DRILL EXISTING LIGHT BASE FOR CONNECTION OF NEW CIRCUIT TO
EXISTING CIRCUIT.
13
INSTALL NEW SURGE ARRESTOR IN LINE WITH THE SERIES CIRCUIT. INSTALL
BRASS INPAVEMENT MARKER ON CONCRETE LIGHT BASE ENGRAVED WITH "SA".
14
INSTALL DRAINABLE AGGREGATE AREA AT INDICATED EDGE LIGHT. SEE DRAIN
NOTE ON SHEET E-301, DETAIL 1, NOTE 4.
15
INSTALL NEW L-862 RUNWAY EDGE LIGHT.
KEYMAP
JOB NO.: 16121501
DATE: JULY, 2016
DESIGNED BY: MCL
DRAWN BY: JKS
BAR IS ONE INCH ON
ORIGINAL DRAWING
1"
0
IF NOT ONE INCH ON
THIS SHEET, ADJUST
SCALES ACCORDINGLY.
DRAWING NUMBER
E-202
55
SHEET
NUMBER
12141 Wickchester Lane
Suite 640
Houston, TX 77079
TEL 713.491.8333
FAX 713.395.5486
www.GarverUSA.com
MEMORANDUM
To: Potential Bidders
Date: August 8, 2016
From: Thomas D Dodson, PE
RE: Jack Brooks Regional Airport – Taxiway D Reconstruction (2016)
Bidder Questions
See below for responses to Bidder questions regarding the Taxiway ‘D’ Reconstruction project at the
Jack Brooks Regional Airport.
Question 1: Would it be possible to quote the approximately 49 precast housing bases per the PCC
specs on P-610 and do we have to be preapproved by any agency (FAA, DOT, etc.) to bid on this
project?
Answer 1: Vendors and suppliers are welcome to provide precast elements for the project, provided
they are manufactured and consist of materials meeting the individual specifications item(s) they are a
component of, and that the items are not manufactured prior to execution of the contract with the
successful contractor. The Engineer reserves the right to visit the precaster’s facility to observe the
manufacturing, or may request photo-documentation of the manufacturing process for the specific
items to be installed on this project.
L:\2016\16121501 - BPT TW D Phase 3 FD & Bidding\Specifications\Front End\Addendum1\03_Q and A.2015-08-08.docx