4a-Runway -100% Drawings_Part 11.pdf
PDF 13 MB Posted
- Solicitation number
- RFP 171 260000002245 4
- Issued by
- Macomb County, Michigan
About this file
This is a 100% final submittal of runway design and construction drawings for the Runway Encroachment Solution Project #2 at Selfridge Air National Guard Base in Michigan, prepared by Mead & Hunt, Inc. for the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division. The project encompasses airfield improvements with Task 1 focused on extending the north overrun of Runway 01-19, including the proposed construction of a perimeter road with relocated sections of Irwin Drain and Rosso Highway, security fencing details, pavement grooving specifications, and comprehensive grading and drainage plans. The design documents consist of 467 total sheets, with this submittal containing detailed alignment plans (sheets CS180-CS186) showing station locations from 0+00 to 51+02.65, pavement grooming and surface treatment plans, security and blast fence specifications and details, runway and taxiway plan and profile sheets (CG151-CG157) covering stations 71+00 through 231+00, and grading and drainage plans (CG201-CG203) with elevation data and utility coordination. The drawings include specifications for 9-gage galvanized steel chain-link security fencing, fiberglass reinforced plastic blast deflectors designed to withstand 140 mph jet blast per FAA guidelines, and concrete pavement with transverse joint grooming for friction and drainage.
The project documents specify detailed construction standards including Portland cement concrete with a minimum 4500 PSI compressive strength at 28 days, asphalt milling and placement, proposed approach lighting and localizer maintenance roads, and comprehensive site utilities including communications ducts, electrical systems (50 kVA transformer noted), and stormwater management with existing underdrain systems to be protected throughout. Fencing specifications include mandatory frangibility zone requirements within 500 feet of the runway centerline with thin-wall steel or fiberglass composite posts and no bracing parallel to runway direction, along with standard security fence details featuring barbed wire extensions and swing gates with drop rod assemblies. The blast fence design includes corrugated FRP deflecting surfaces and molded exothermic weld or clamp-type copper connections for grounding, with foundation design considerations for allowable soil bearing capacity of 1000 PSF and lateral passive pressure of 250 PSF per foot depth. All construction and contraction joints are specified at 18-foot maximum centers with specific tolerances for foundation elevations (1/4 inch), anchorage plumbness (1/16 inch over projected height), and anchorage layout (1/16 inch on-center non-cumulative).
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Text version
SD
D D
D D
D D
D D
D D
SEE SHEET CS181
SEE SHEET CS182
SEE SHEET CS183
SEE SHEET CS185
SEE SHEET CS186
TO
W
N C
EN
TR
E
BL
VD
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+
9+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+00
20+00 21+00
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
32+00
33+00 34+00
35+00 36+00
37+00 38+00
39+00 40+00
41+00 42+00
43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
PROPOSED
PERIMETER ROAD
CONST. C.L.
SEE SHEET CS184
O
VE
R
AL
L
AL
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N
M
EN
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PL
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R O
AD
CS180
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
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JL
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B -3
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IN
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BM
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AG
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T, A N
D B
U D
G
ET
SCALE: 1" = 200'
OVERALL ALIGNMENT PLANA1
PLAN
NORTH
400'0 200'
TR
U
E N
SHEET 193 OF 467
TO
W
N
CE
NT
RE
B
LV
D.
(W
ID
TH
V
AR
IE
S)
96+00
97+00 97+05.72
+0
+92
.10
75+00 76+00 77+00 78+00
79+00
+00
81+00
82+00
83+00
+0
EXIST. HWY CENTERLINE
EXIST. HWY CENTERLINE
0+00 1+00 2+00 3+00 4+00
5+00
6+00
7+00
8+
9+
+0
+0
POB: 0+00.00
N: 415434.2912 E: 13533093.9793
5+00 6+00
7+00
8+00
9+00
10+00
11+00
+0
13+00
+0
PC
: 3
+3 7.
PT: 9+78.73
N86° 55' 43.25"E 337.00'
CURVE DATA
Δ= 58°49'47"
D= 009°10'02" T= 613.91' L= 641.73' R= 625.0'
PI STA: 6+89.38
N: 415471.2277
E: 13533782.3729
0+
1+
2+00
3+00
4+00
4+80.76
PC: 1+24.83
PT: 2
+00.10
PC: 2
+87.19
PT: 3+34.86
PI STA: 3+11.14
N: 415657.8334
E: 13533775.0040
PI STA: 1+64.35
N: 415547.1769 E: 13533877.1043
SUGARBUSH ROAD
STA. 3+85.76
EB ROSSO HWY
STA. 11+48.25
SUGARBUSH ROAD
STA. 2+50.16
PERIMETER ROAD
STA. 7+63.18
N
° 2 5'
3.
"E
4.
N29° 02' 27.99"W 145.89'
CURVE DATA
Δ= 13°39'21"
D= 028°38'52" T= 47.56' L= 47.67' R= 200.0'
CURVE DATA
Δ= 43°07'43"
D= 057°17'45" T= 73.51' L= 75.27' R= 100.0'
PROPOSED PERIMETER ROAD CONST. C.L.
SUGARBUSH CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
ST
A.
+0
TO
S
TA
. 9 +0
AL
IG
N
M
EN
T
PL
AN
PE
R
IM
ET
ER
R O
AD
CS181
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
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J
K
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D B
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SHEET ID
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1/
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B -3
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ST
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M
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N A
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C O
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ST
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N
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IN
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H
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AN
M
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AG
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EN
T, A N
D B
U D
SCALE: 1" = 40'
ALIGNMENT PLANC1
PLAN
NORTH
40' 80'0
TR
U
E N
MATCH LINE SEE SHEET CS182
CS181
CS182
CS183 CS184
CS185
CS186
KEY PLAN
SHEET 194 OF 467
+0
+0
+0 5.
81+00
82+00
83+00 84+00
85+00
86+00 86+57.65
EXIST. HWY CENTERLINE
EXIST. HWY CENTERLINE
9+00
10+00
11+00
12+00
13+00
14+00 15+00 16+00 17+00 18+00
13+00
14+00 15+00
16+00 17+00 18+00 19+00 20+00 21+00
PT: 9+78.73
PC
: 13+18.85
PT
: 1
4+
.7
PC
: 1
7+
.1
N28° 05' 56.25"E
340.11'
N37° 02' 47.87"E 313.38'
CURVE DATA
Δ= 8°56'52"
D= 007°09'43" T= 124.81' L= 124.93' R= 800.0'
PI STA: 13+81.44
N: 416137.3193
E: 13534138.0171
TOWN CENTRE BLVD. (W
IDTH VARIES)
PROPOSED PERIMETER ROAD CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
ST
A
9+
T O
S
TA
. 1 8+
AL
IG
N
M
EN
T
PL
AN
PE
R
IM
ET
ER
R O
AD
CS182
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
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TE
D B
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C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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N
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B
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C O
N
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SI
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M
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C R
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D
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SHEET ID
KL
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SH
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W
DR
P
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1/
0.
JL
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N
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D
TY
PE
B -3
0% F
IN
AL
S U
BM
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TA
L
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LF
R
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AI
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N
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D B
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W
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C R
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AI
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D
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PR
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MI ANGB
ST
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F M
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TM
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C
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FA
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M
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N A
N D
C O
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ST
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TI
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D
IV
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N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
ALIGNMENT PLANF1
PLAN
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C S1
TRUE N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C S1
CS181
CS182
CS183 CS184
CS185
CS186
SHEET 195 OF 467
18+00
19+00
20+00
21+00
22+00
23+00 24+00
25+00
26+00
27+00
28+00 22+00
23+00
24+00
25+00
26+00
27+00 28+00 29+00
30+00
31+00
32+00
PC: 17+57.16
CURVE DATA
Δ= 100°23'26" D= 006°29'20"
T= 1356.70' L= 1547.14' R= 883.0'
PROPOSED PERIMETER ROAD CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
PI STA: 28+16.79
N: 417283.1395 E: 13535002.9175
ST
A.
8+
T
O S
TA
. 2
7+
AL
IG
N M
EN
T
PL
AN
PE
R
IM
ET
ER
R
O
AD
CS183
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
EC
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D B
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D R
AW
N
B Y:
D
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B
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C O
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N O
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SHEET ID
KL
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1/
0.
JL
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B -3
0% F
IN
AL
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BM
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R
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AI
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D B
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AI
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C O
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LA
N C
IN
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H
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AN
M
AN
AG
EM
EN
T, A N
D B
U D
ALIGNMENT PLAND1
PLAN
NORTH
40' 80'0
TR
U
E N
M
ATCH LINE SEE SHEET CS182
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CS
CS181
CS182
CS183 CS184
CS185
CS186
SHEET 196 OF 467
28+00
29+00
30+00 31+00 32+00
33+00
34+00
35+00
36+00
37+00
33+00
34+00 35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
PT
: 3
3+
.3
S42° 33' 46.10"E912.18'
PROPOSED PERIMETER ROAD CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
ST
A.
7+
T
O S
TA
. 3
6+
AL
IG
N M
EN
T
PL
AN
PE
R
IM
ET
ER
R
O
AD
CS184
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
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M
N
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BM
IT
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D B
Y:
C H
EC
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D B
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D R
AW
N
B Y:
D
ES
IG
N
ED
B
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N O
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SHEET ID
KL
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JL
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IN
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AI
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AG
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T, A N
D B
U D
ALIGNMENT PLANF1 40' 80'0
PLAN
NORTH
M
ATCH LINE SEE SHEET CS183
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C S1
TRUE N
CS181
CS182
CS183 CS184
CS185
CS186
KEY PLAN
SHEET 197 OF 467
37+00 38+00 39+00 40+00 41+00 42+00 43+00
44+00
45+00
46+00
+00
43+00 44+00 45+00 46+00
47+00
48+00
49+00
50+00
PC
: 4
2+
.4
S42° 33' 46.10"E 912.18'
CURVE DATA
Δ= 50°20'22"
D= 009°10'02" T= 531.63' L= 549.12' R= 625.0'
PI STA: 45+10.18
N: 415614.5113 E: 13536535.3018
0+00
1+00
2+00
3+00
4+
4+
.0
PC: 1
+13.20
PT: 2
+0
1.7
PC: 2
+4
1.0
PT: 4+05.12
POB: 0
+00.00
N: 4 15479.7551
E: 1 3536146.7955
POE: 4+58.01
N: 415901.0742 E: 13536272.1368
N07° 40' 36.62"E
113.20'
N47° 26' 13.90"E 52.89'
PI STA: 3+28.01
N: 415806.4708
E: 13536169.1222
PI STA: 1+57.51
N: 415635.8581 E: 13536167.8372
CURVE DATA
Δ= 47°00'20"
D= 028°38'52" T= 159.52' L= 164.08' R= 200.0'
CURVE DATA
Δ= 7°14'43"
D= 008°11'06" T= 88.46' L= 88.52' R= 700.0'
PROPOSED PERIMETER ROAD CONST. C.L.
FALCON ROAD CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
ST
A.
6+
T
O S
TA
. 4
5+
AL
IG
N M
EN
T
PL
AN
PE
R
IM
ET
ER
R
O
AD
CS185
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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F
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M
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IT
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D B
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ALIGNMENT PLANC1 40' 80'0
PLAN
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SE
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SH
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C S1
MATCH LINE SEE SHEET CS186
TRUE N CS181
CS182
CS183 CS184
CS185
CS186
SHEET 198 OF 467
44+00
45+00
46+00
47+00 48+00 49+00 50+00 51+00
POE: 51+02.65
N: 415646.4474
E: 13537165.2508
50+00
51+00 52+00 53+00 54+00 55+00
PT
: 4
7+
.6
N87° 05' 52.07"E 337.06'
CURVE DATA
Δ= 50°20'22"
D= 009°10'02" T= 531.63' L= 549.12' R= 625.0'
PI STA: 45+10.18
N: 415614.5113
E: 13536535.3018
PROPOSED PERIMETER ROAD CONST. C.L.
RELOCATED ROSSO HWY ALIGNMENT
ST
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SCALE: 1" = 40'
ALIGNMENT PLANG1 40' 80'0
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TRUE N
CS181
CS182
CS183 CS184
CS185
CS186
KEY PLAN
SHEET 199 OF 467
HAMMERHEAD
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CS400
100' 200'0
TA
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KEY MAP
1 1/2"1/4" 1/4"
1/4"
GROOVING DETAIL FOR PCC AND HMA SURFACE 1
CS400 CS400
RUNWAY 01-19
EXISTING HAMMERHEAD
EXISTING BLAST PAD
RUNWAY 01-19
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RUNWAY 01-19
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10.00'
TA
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BLAST PAD
.0
0'
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0'
.0
0'
GROOVING NOTES:
1. WASTE AND DEBRIS PRODUCED FROM THE GROOVING OPERATIONS SHALL BE DISPOSED OF OFF BASE PROPERTY. TEMPORARY WASTE CONTAINMENT WITHIN THE STAGING AREA PER DETAIL ON CG502 IS ALLOWED FOR TEMPORARY DEBRIS PLACEMENT PRIOR TO BEING DISPOSED OF OFF BASE PROPERTY. AREA TO BE REFURBISHED TO ORIGINAL CONDITION AND APPROVED BY THE CONTRACTING OFFICER
AFTER USE.
2. DO NOT GROOVE WITHIN 6 INCHES ± 3 INCHES OF THE RUNWAY CENTERLINE AND EDGE OF PCC TRANSVERSE JOINTS. PROVIDE GROOVES THAT ARE NO CLOSER THAN 6 INCHES AND NO FURTHER THAN 18 INCHES FROM IN-PAVEMENT LIGHTING FIXTURES, INCLUDING BLOCK-OUTS FOR LIGHTING STRUCTURES. PROVIDE GROOVES THAT ARE AT LEAST 10 FEET AWAY, NOT TO EXCEED 15 FEET AWAY, FROM THE BEGINNING AND END OF THE RUNWAY. PROVIDE GROOVES THAT ARE AT LEAST 20 FEET AWAY, NOT TO EXCEED 25 FEET, FROM EITHER SIDE OF THE ARRESTING BARRIER CABLE (IF REQUIRED). TERMINATE GROOVES 10 FEET FROM THE PAVEMENT EDGE.
3. SEE SECTION 32 01 18.71 FOR ADDITIONAL REQUIREMENTS.
PROVIDE GROOVES TO
THE EXISTING TRANSVERSE
ROW OF SLABS THAT HAVE
NO GROOVES
AutoCAD SHX Text N00°26'17"E
AutoCAD SHX Text 14000.00'
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CS511
LINE POST CORNER POST
1'-0"
1' -0
1'- 6"
6"
(TYP.)
45°
RIVETED FLUSH (TYP.)
1' -0
1'-10" 7.5" (T
YP.)
RIVETED FLUSH (TYP.)
35°
LOCK PIN (TYP.) BARBED WIRE (TYP.)
3/8 " PLAIN PIN
3/8" PLAIN PIN
LINE POST ATTACHMENTS
END OR GATE POST DETAIL
TENSION BAND DETAIL
FABRIC
TIE WIRE
TENSION BAR
CARRIAGE BOLT
FABRIC
TENSION BAR TO
ENGAGE EACH FABRIC LINK
9-GAGE TIE WIRES
TENSION BAND
WITHIN 4" FROM
(12" O.C. MAX.)
BRACE RAIL ATTACHMENT
FROM BOTTOM OF FABRIC)
(15" O.C. MAX. AND WITHIN 4"
BOTTOM OF FABRIC)
TENSION WIRE
(15" O.C. MAX. AND
'-0
1' -0
FENCE POST
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP-TYPE
FITTING OF COPPER
STEEL GROUND ROD
COPPER WIRE
#8 AWG SOLID
3/4" DIA. COPPER-CLAD
FA
BR
IC
W
ID
TH
6"
10'-0" MAXIMUM
6"
3'16" MIN. DIA.
CONCRETE BASE
TOP RAIL
BRACE RAIL
LINE POST
LINE POST
GRADE
10" MIN. DIA.
TOP RAIL
PULL POSTLINE POST LINE POST
TRUSS ROD TRUSS ROD
10'-0" MAX. 10'-0" MAX.
BRACE RAILS
BRACE RAILS
TRUSS ROD
(3/8" MIN. DIA.)
DOUBLE RAIL END
LINE POST
FABRIC
BOTTOM RAIL
SECURE SIDE
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96" FABRIC WIDTH 108" AND OVER
CORNER, END & PULL POSTS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
TUBULAR - SQUARE
H-SECTION
C-SECTION (ROLL-FORMED)
2.375" O.D. 2.875" O.D. 4.00" O.D.
1.90" O.D. 2.375" O.D. 2.875" O.D.
1.66" O.D.
1.50" SQ.
1.625" X 1.50"
1.625" X 1.25"
3/8" CARRIAGE BOLT
W/PEENED THREADS
9-GAGE STEEL
TIE WIRES
(2'-0" O.C. MAX.)
TIE WIRES OR
CLIPS. (TYP.)
BOTTOM OF
FABRIC
CHAIN-LINK FABRIC (9
GAGE, 2" MESH)
TIE WIRES OR HOG
RINGS (TYP.)
CORNER, END, OR
PULL POST
BARBED-WIRE APRON ON
EXTENSION ARMS
BOTTOM RAIL OR
TENSION WIRE
3'
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
NOTE:
PROVIDE BRACE PANEL WHENEVER
STRAIGHT RUNS EXCEED 500 FEET.
EXCEPT WITHIN 500 FEET OF EACH
SIDE OF THE EXTENDED RUNWAY
CENTERLINE/ALIGNMENT.
1 1/2" MIN
2 1/2" MAX
1 1/2" MIN
2 1/2" MAX
TO BOTTOM OF
FABRIC
BOTTOM RAIL OR
TENSION WIRE
TENSION BAND
CONCRETE BASE
1 1/2" (TYP.)
TRUSS ROD (3/8"
MIN. DIA.)
TRUSS ROD (3/8"
MIN. DIA.)
NOTES:
1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE
SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE
PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
2. ONLY 9-CAGE GALVANIZED STEEL TIE WIRES SHALL BE USED FOR
FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS. 16-GAGE,
STAINLESS STEEL TIE WIRES SHALL BE USED FOR FASTENING FENCE
FABRIC TO TENSION WIRES. HOG RINGS SHALL NOT BE ALLOWED ON
SENSORED FENCES.
3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING 3/8"
CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE DRILLED
THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE BOLTS
PASS THROUGH THE BOTTOM RAIL AS SHOWN.
4. AIRFIELD PERIMETER FENCING WITHIN THE MANDATORY FRANGIBILITY
ZONE (MFZ). (SEE SHEETS CS173 AND CS174 FOR AREAS OF MFZ)
a. THE CHAIN-LINK FENCING WITHIN THE MFZ MUST MEET THE
REQUIREMENTS OF THAT MENTIONED ON THESE SHEETS AND WITHIN
THE SPECIFICATION EXCEPT FOR THAT MENTIONED IN PARAGRAPH
BELOW.
b. FENCE POSTS MUST BE THIN WALL STEEL, ALUMINUM, OR FIBERGLASS
COMPOSITE MATERIAL. DO NOT BRACE POSTS IN THE DIRECTION
PARALLEL TO THE DIRECTION OF THE RUNWAY. GATES, GATE POSTS,
CORNER POSTS, AND PULL POSTS ARE PROHIBITED IN THE MFZ.
FRANGIBLE CONNECTIONS AT THE BOTTOM OF FENCE POSTS ARE NOT
REQUIRED. ENSURE POSTS ARE NOT FILLED WITH CONCRETE OR
REINFORCED IN ANY WAY.
WITHIN 500 FEET OF EACH SIDE OF THE RUNWAY
CENTERLINE OR EXTENDED ALIGNMENT, LINE POSTS
MUST BE THIN WALL STEEL, ALUMINUM, OR FIBERGLASS
COMPOSITE MATERIAL. DO NOT BRACE POSTS IN THE
DIRECTION PARALLEL TO THE DIRECTION OF THE
RUNWAY. GATES, GATE POSTS, CORNER POSTS, AND
PULL POSTS ARE PROHIBITED IN THIS AREA. ENSURE
POSTS ARE NOT FILLED WITH CONCRETE OR
REINFORCED IN ANYWAY.
ENDS TWISTED AT LEAST
3 FULL TURNS
FE
ET
CHAIN-LINK SECURITY FENCE DETAILJ9 SCALE: NTS
EXTENSION ARM DETAILSM2 SCALE: NTS
GROUNDING DETAILJ5 SCALE: NTS
BRACE PANEL DETAILE1 SCALE: NTS
BOTTOM RAIL DETAILB3 SCALE: NTS
FASTENING DETAILSA9 SCALE: NTS
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1'-0"
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DOUBLE SWING GATE (TYPE FE7 FENCE)H4 SCALE: NTS (FOR TYPE FE8 ADD REINFORCED BARBED TAPE)
GATE POST SECTION AT CURB AND GUTTERA1 SCALE: NTS DROP ROD FOUNDATIONA6 SCALE: NTS
SWING GATE DETAILSA10 SCALE: NTS
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LEAF
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FENCE FABRIC
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GATE OPENING
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FENCE FABRIC (TYP.)
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DIRECTION GATE SWING (TYP.)
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CHAIN LINK
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FABRIC
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LINE POST
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GATE FRAME
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BRACE RAIL (TYP)
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HINGES (TYP)
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TRUSS ROD (TYP)
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BRACE RAIL (TYP)
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LINE POST
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GRADE LINE
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GATE FRAME
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6" DIA.
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DROP ROD
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CHAIN-LINK
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FABRIC
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3 HORIZONTAL STRANDS
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3 STRANDS OF BARBED
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WIRE (TYP.)
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WIRE (TYP.)
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6 STRANDS OF BARBED
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WIRE (TYP.)
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GATE OPENING
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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH ASSEMBLY
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AND GATE KEEPERS EXCEPT AS NOTED.
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TOP TENSION WIRE OR
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RAIL AS SPECIFIED (TYP)
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%%UOFFSET HINGE
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LATCH
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ASSEMBLY
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PAVED SUFACE
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BITIMINOUS
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1" ID STEEL PIPE
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SAND/GRAVEL
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1/2 " DIA. DROP ROD
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(INDUSTRY STANDARD)
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P.C. CONC.
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6" DIA. P.C.
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CONC.
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(TO HOLD GATE OPEN)
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%%UGATE KEEPER
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NEW CURB &
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GUTTER
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1/2 " EXP.
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JOINT
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WASHER
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NEW GATE
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STANDARD
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HINGE
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NEW GATE
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POST FTG.
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SEE
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ELEVATION
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2" MIN
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2" MAX FOR SENSORED FENCES
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5" MAX FOR NON-SENSORED FENCES
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EXIST.
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CURB
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16" DIA. MIN. FOR GATE
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POSTS 4" O. D. & LESS
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24" DIA. FOR GATE POSTS
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OVER 4" O.D.
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3'-10" FOR POSTS 8 5/8 " 0.D.
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3'-4" FOR POSTS 6 5/8 " O.D.
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3'-0" MIN. FOR POSTS
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4" O.D. & LESS
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3/8 " DIA.
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TRUSS
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RODS (TYP)
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GATE
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POST
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1/2 " EXP.
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JOINT
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GATE
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SAWCUT
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CURB FULL
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DEPTH
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SAWCUT
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GUTTER
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3" MIN.
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EXIST. CURB &
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GUTTER
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GATE POST SCHEDULE
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GATE LEAF WIDTH
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(NOMINAL)
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(NOMINAL)
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6' OR LESS
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2.875" OD
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2.5" SQ
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4.0" OD
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MORE THAN 18'
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8.625" OD
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6.625" OD
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GREATER THAN 6' TO 12'
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GREATER THAN 12' TO 18'
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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND
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METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.
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4. GATES SHALL BE DESIGNATED AS FOLLOWS:
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FENCE TYPE - FE5, FE6, ETC.
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FENCE HEIGHT - INCHES
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TYPE OPENING - SO (SINGLE)
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- DO (DOUBLE)
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HINGE - RA (STANDARD)
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- HO (OFFSET)
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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
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EXAMPLES: FE6-84-DO-RA-24
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FE5-48-SO-HO-6
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BOTTOM TENSION
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WIRE OR RAIL AS
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SPECIFIED (TYP)
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%%UPLAN
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%%ULATCH ASSEMBLY
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%%UDROP ROD ASSEMBLY
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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900
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AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN
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LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE
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CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION
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OF ALL GATES SUPPLIED.
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LEAF
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GATE OPENING
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FENCE FABRIC (TYP.)
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DIRECTION GATE SWING (TYP.)
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CHAIN LINK
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FABRIC
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LINE POST
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GATE FRAME
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HINGES (TYP)
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AND GATE KEEPERS EXCEPT AS NOTED.
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%%USTANDARD HINGE
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BITIMINOUS
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1" ID STEEL PIPE
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(INDUSTRY STANDARD)
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JOINT
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WASHER
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NEW GATE
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STANDARD
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HINGE
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(NOMINAL)
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4.0" OD
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8.625" OD
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6.625" OD
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GREATER THAN 6' TO 12'
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GREATER THAN 12' TO 18'
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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND
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METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.
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4. GATES SHALL BE DESIGNATED AS FOLLOWS:
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FENCE TYPE - FE5, FE6, ETC.
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FENCE HEIGHT - INCHES
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TYPE OPENING - SO (SINGLE)
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- DO (DOUBLE)
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HINGE - RA (STANDARD)
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- HO (OFFSET)
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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
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EXAMPLES: FE6-84-DO-RA-24
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FE5-48-SO-HO-6
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BOTTOM TENSION
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SPECIFIED (TYP)
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%%UPLAN
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%%ULATCH ASSEMBLY
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%%UDROP ROD ASSEMBLY
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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900
AutoCAD SHX Text
AT CONTRACTOR'S OPTION A WELDED HORIZONTAL BRACE MAY BE USED IN
AutoCAD SHX Text
LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE
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CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION
AutoCAD SHX Text
OF ALL GATES SUPPLIED.
AutoCAD SHX Text
1.90" NOMINAL (ROUND) GATE FRAMES SHALL BE OF WELDED
CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.
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CS513
252'-0" OVERALL BLAST FENCE LENGTH
M001
BLAST
M001
POST ASSEMBLY
M001
M001
M001
84 POSTS, 42 SPACES @ 6'-0" O.C. = 252'-0" OVERALL BLAST FENCE LENGTH
254'-6" (MIN) OVERALL FOUNDATION LENGTH
POST ASSEMBLY (TYP)
2'-0" 2'-0"
DIMENSIONS D AND W ARE
PER SEALANT MANUFACTURER
REQUIREMENTS
1 1/4"
(MIN)
1/4"
TO 3/8" W
1/4" x 1/4" BEVEL
D
T3 ± 1/4"
(SAW CUT)
M001 DEFLECTING SURFACE
0.3K
G13 B12
BLAST
WIND
1.9K
11.0K-FT
M001
(4) THREADED ROD ANCHORS (4) FRANGIBLE CONNECTORS
3"
10"
7"
1/4" x 1/4" BEVEL
BACKER ROD
3"
POST
ASSEMBLY
#5 REBAR @ 12" O.C.
EACH WAY
3"
3'-10 1/2"1'-3"
9'-0"
3"
9"
BACKER ROD
BOLT
1'-3"
1'-3"
(MIN)
POST ASSEMBLY
1' -8
9' -0
BL
AS
T
1' -3
1' -6
BL
AS
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T/
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3'
-1
1/ 2"
'-6
/1
6"
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BE
D
BLAST FENCE NOTES:
1. BLAST FENCE SHALL WITHSTAND TAXI/BREAKAWAY EXHAUST VELOCITIES OF COMMERCIAL
AND MILITARY AIRCRAFT. DESIGN LOADS ARE:
140 MPH JET BLAST PER FAA GUIDELINES 50.2 PSF (NOM.)
108 MPH (ULT.) WIND PER ASCE 7-16 58.4 PSF (ULT.) = 35.0 PSF (NOM.)
2. NO AIRCRAFT SHALL BE OPERATED WITH ENGINE NOZZLE CLOSER THAN 60' AND NO TAIL
CLOSER THAN 35' TO THE LEADING EDGE OF THE BLAST FENCE.
3. THE BLAST FENCE HAS A NOMINAL HEIGHT OF 13'.
4. POSTS SHALL CONSIST OF FIBERGLASS REINFORCED PLASTIC (FRP), PULTRUDED SHAPES.
BASEPLATE ASSEMBLY SHALL BE ASTM A572 GRADE 50 STEEL, AND SHALL BE HOT-DIP
GALVANIZED TO 2 OZ/FT² PER ASTM A123.
5. DEFLECTING SURFACES SHALL BE CORRUGATED FRP SHEETS DESIGNED TO SUPPORT
LOADS IN A SINGLE-SPAN, CANTILEVERED CONDITION. SHEET THICKNESS SHALL BE
MINIMUM 0.100” AND FLEXURAL MODULUS SHALL BE MINIMUM 1300 KSI.
6. ALL FIELD CONNECTIONS SHALL BE BOLTED (NO FIELD WELDING PERMITTED). METAL
FASTENERS SHALL BE SAE J429 GRADE 5, ASTM A449, OR ASTM F593 (ALLOY GROUP 2)
WITH AN APPROPRIATE COATING FOR CORROSION RESISTANCE (WHERE APPLICABLE).
ADEQUATE LOCKING PROPERTIES SHALL BE PROVIDED TO PREVENT FASTENERS FROM
WORKING LOOSE DURING NORMAL OPERATION (SUBJECT TO MANUFACTURER
MAINTENANCE GUIDELINES).
7. ALL ANCHORAGE SHALL BE SUPPLIED BY THE BLAST FENCE MANUFACTURER AND SHALL
BE INSTALLED INTO THE COMPLETED FOUNDATION DURING THE ERECTION OF THE BLAST
FENCE.
8. BLAST FENCE MANUFACTURER ONSITE SUPERVISION IS REQUIRED DURING INSTALLATION
FOR PRODUCT GUARANTEE.
9. ELECTRICAL, LIGHTING, SECURITY ATTACHMENTS, ETC. (IF REQUIRED) SHALL BE BY
OTHERS. FOUNDATION NOTES:
FOUNDATION NOTES:
10. FINAL FOUNDATION/SUBGRADE DESIGN AND APPROVALS ARE BY OTHERS AND SHALL BE
BASED ON SERVICE ANCHOR LOADS SHOWN, SITE SOIL CONDITIONS, AND GOVERNING
CODES. DESIGN SHOWN CONSIDERS JET EXHAUST CHARACTERISTICS AND INCORPORATES
LOAD REDUCTIONS AT FRAMES ADJACENT TO THE ENGINE CENTERLINES. THIS
SUGGESTED DESIGN IS BASED ON THE FOLLOWING ASSUMPTIONS:
ALLOWABLE SOIL BEARING CAPACITY 1000 PSF
SOIL LATERAL (PASSIVE) PRESSURE 250 PSF/FT DEPTH
STATIC FRICTION COEFFICIENT 0.40
11. CONTRACTOR SHALL VERIFY CORRECT LOCATION AND ELEVATION OF FOUNDATION.
12. BLAST FENCE MANUFACTURER SHALL FURNISH ALL ANCHORAGE (TO INCLUDE THREADED
ROD, FLAT WASHERS, AND HEX NUTS) PRIOR TO FOUNDATION CONSTRUCTION.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF EMBEDDED ANCHORAGE
DURING FOUNDATION CONSTRUCTION. FINISHED FOUNDATION SURFACE SHALL BE A
SINGLE PLANE AND MAY SLOPE UP TO 2% IN ANY SINGLE DIRECTION TO ACCOMMODATE
DRAINAGE OR TO MATCH EXISTING GRADES. THE FOLLOWING TOLERANCES SHALL APPLY:
FINISHED FOUNDATION ELEVATIONS ±1/4"
ANCHORAGE PLUMBNESS (OVER PROJ. HEIGHT) ±1/16"
ANCHORAGE LAYOUT (NON-CUMULATIVE) ±1/16" O.C.
FOUNDATION DIMENSIONS ±1/2"
14. PORTLAND CEMENT CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF
4500 PSI IN 28 DAYS IN ACCORDANCE WITH SECTION 03 30 53 MISCELLANEOUS
CAST-IN-PLACE CONCRETE.
15. CONSTRUCTION AND CONTRACTION JOINTS SHALL BE PLACED 18' O.C. (MAX.) OR PER
APPROVED DESIGN, BUT NOT WITHIN 12" OF ANY BLAST FENCE ANCHOR LOCATION.
16. BLAST DEFLECTOR MANUFACTURER SHALL FURNISH, LOCATE, AND SUPERVISE THE
INSTALLATION OF ALL ANCHORAGE.
17. MANUFACTURER AND BLAST FENCE PRODUCT SHOWN IS FROM THE FOLLOWING. PROVIDE
THIS PRODUCT OR AN APPROVED EQUAL. ANY BLAST FENCE PROVIDED FOR THE PROJECT
SHALL MEET THE MANDATORY FRANGIBILITY ZONE REQUIREMENTS AND BE MADE OF
MATERIALS THAT WILL NOT IMPACT ADJACENT NAVAIDs.
BLAST DEFLECTORS, INC.
8620 TECHNOLOGY WAY
RENO, NV 89521 USA
TEL: +1 775.856.1928
WEB: WWW.BDI.AERO
EMAIL: CONTACTBDI@BDI.AERO
(4) THREADED ROD
ANCHORS
(10" MIN EMBED)
4'-0" POST
SPACING
(TYP)
4'-0" POST
SPACING
(TYP)
3' -1
1/
2"
CONSTRUCTION OR
CONTRACTION JOINT; SEE
& FOUNDATION NOTE 13
FGV13-6FR FRONT ELEVATION VIEWL2 SCALE: NTS
FGV13-6FR ANCHOR BOLT LAYOUT PLANG1 SCALE: NTS
FGV13-6FR FOUNDATION SECTION VIEWB1 SCALE: NTS
(4) THREADED
ROD ANCHORS
DEFLECTING
SURFACE DETAILB9 SCALE: NTS
CONSTRUCTION JOINT DETAILB12 SCALE: NTS
FGV13-6FR SECTION VIEWK13 SCALE: NTS
DETAILL16 SCALE: NTS
DETAILJ17 SCALE: NTS
JOINT DETAILG13 SCALE: NTS
CONTRACTION
1'-3"
(MN)
2'-0"
(TYP)
3'-10 1/2"
1"Ø X 18" SMOOTH STEEL
DOWELS @ 12" O.C.
EPOXY-COATED, LUBRICATED
ONE SIDE ONLY
NON-EXTRUDED
PREMOLDED
COMPRESSIBLE
MATERIAL
PER SEALANT
MANUFACTURER
REQUIREMENTS
1/4" TO 3/8" 1/2" TO 3/4" ±1/8"
JOINT SEALANT
(JET FUEL
RESISTANT)
JOINT SEALANT (JET
FUEL RESISTANT)
DEFLECTING
SURFACE
FLANGED HEX
BOLT
HALF OVAL
WASHER
(4) FRANGIBLE
CONNECTOR
HEX NUT AND FLAT
WASHER AT TOP OF
BASE PLATE (TYP)
DEFLECTING
SURFACE
DEFLECTING
SURFACE
POST
ASSEMBLY
580.0
577.0
577.0
578.0 578.0578.0
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PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
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PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
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00 50 100
RUNWAY 01-19 PLANM2 SCALE: 1"=50'
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RUNWAY 01-19 PROFILE STA 87+00 - 98+00A1
VERTICAL SCALE:
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GENERAL NOTES:
1. SEE SHEET CP304 TO CP306 FOR PROPOSED TYPICAL SECTIONS.
EXISTING
CENTERLINE
PROFILE
MATCH
EXISTING,
TYP.
MATCH
EXISTING,
TYP.
MATCH
EXISTING,
TYP.
EX
IS
TI
N
G G
R
AD
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LEGEND
PROPOSED ASPHALT
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
ASPHALT MILLING
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
00 50 100
RUNWAY 01-19 PLANK1 SCALE: 1"=50'
00 5 10
RUNWAY 01-19 PROFILE STA 98+00 - 112+00A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TRUE N
PLAN
NORTH
ABI 001
ABI 001
ABI 001
ABI 001
ABI 002
ABI 002
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
E E E E E E E
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E E E E E E E E E E E E E E E E
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FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS FOC-ILS
E E E E E E E E E E E E E E E E E E E E
DD
C B
C B
C B
C B
C B
C B
C B
C B
UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
FR
FR
FR
FR
C B
C B C B
579.0 579.0
579.0 579.0
579.0
580.0 580.0
580.0
580.0 580.0
580.0
581.0 581.0581.0
581.0
578.5
578.5
578.5 578.5578.5578.5
578.5
579.5 579.5 579.5
579.5579.5579.5
580.5 580.5
580.5
580.5 580.5
580.5
112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00
CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP
CP CP CP CP CP CP CP CP CP CP CP CP CP CPALS-1S
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THLD-S
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G O
G Y
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G O
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G O
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G O
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G O
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G O
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G Y
G O
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W W
W W
W W
W W
W W
W Y
W Y
W Y
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RDR
RDR
CP
CP
JC
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R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1
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ALS-1S
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ALS-1S
ALS-1S
ALS-2S
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ALS-2S
ALS-3S
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ALS-3S
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PLZ
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CP CP CP CP
C P
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SD
SD
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SD
SD
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STA. 114+60.50
STA. 125+10.05
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RUNWAY 01-19
KEY MAP
M
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C H
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SH
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GRADING LIMITS
GRADING LIMITS
MATCH
EXISTING
TYP.
MATCH
EXISTING
TYP.
MATCH EXISTING
GRADES
EXISTING
CENTERLINE
PROFILE
PROPOSED
CENTERLINE
PROFILE
MATCH EXISTING
GRADES
EX
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TI
N
G G
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PR
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D G
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LEGEND
PROPOSED ASPHALT
PROPOSED PORTLAND CEMENT CONCRETE
CONCRETE REINFORCEMENT
ASPHALT MILLING
PROPOSED APPROACH LIGHTING AND
LOCALIZER MAINTENANCE ROAD ASPHALT
MILLINGS/ AGGREGATE SURFACED ROAD
00 50 100
RUNWAY 01-19 PLANK1 SCALE: 1"=50'
00 5 10
RUNWAY 01-19 PROFILE STA 112+00 - 126+00A1
VERTICAL SCALE:
00 50 100
HORIZONTAL SCALE:
TRUE N
PLAN
NORTH
TR
U
E N
PLAN
NORTH
TRUE N
PLAN
NORTH
ABI 001
ABI 001
ABI 002
ABI 002
BASE
BID
BASE BID
BASE
BID
ABI 001
ABI 001
ABI 002
ABI 002
-0.03% -0.03%
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text N00°26'17"E
577.0
578.0
579.0
E
E
E
E
E
E E
E E
E
E
E
E E E E E E E E E…
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