D_Civ3.pdf
PDF 33 MB Posted
- Solicitation number
- W912BU-18-R-0026
About this file
This solicitation seeks proposals for construction services for an Aircraft Maintenance Hangar at Dover Air Force Base, Delaware. The project scope includes construction of an 84,176 square foot hangar with office, maintenance, and support spaces. Related site work includes roads, utilities, and an optional parking area bid. The facility must achieve LEED Silver certification and have enhanced commissioning for energy performance validation. The fixed-price contract value is between $25-100 million. Proposals are due on April 5, 2019. A site visit is scheduled for March 1, 2019. The NAICS code is 236220 with a $36.5 million small business size standard. The basis for award is the tradeoff process evaluating technical and price factors.
Drawings - 3
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Other files
| File | Type | Posted |
|---|---|---|
| 18R0026_Specs-AM2.pdf | ||
| 18R0026_Dwgs-AM2.pdf | ||
| 18-R-0026_DAFB_AMH_Pre-proposal_Site_Visit_Attendance_Roster.pdf | ||
| 18R0026_Specs-AM1R1.pdf | ||
| D_Elec10.pdf | ||
| D_Civ2.pdf | ||
| D_Structural4.pdf | ||
| RFI_Format.pdf | ||
| D_Int6.pdf | ||
| D_Fire7.pdf | ||
| D_Arch5.pdf | ||
| D_Tel11.pdf | ||
| 18R0026-SpecsVol1-RTA.pdf | ||
| D_Plum8.pdf | ||
| D_Gen1.pdf | ||
| D_Mech9.pdf | ||
| 18R0026-SpecsVol3-RTA.pdf | ||
| 18R0026-SpecsVol2-RTA.pdf |
Show all 18
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Text version
PARIS STREET
MAINTENANCE HANGAR
FFE 26.70
X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
O T
S
C A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
N
C A
T E
G O
R Y
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
I
F
R
E
B
A S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
PNN
KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
D
CH104
HO
RI
ZO
NT
AL
C
ON
TR
OL
P
LA
N
BI
D
OP
TI
ON
MATCHLINE SHEET CH103
CH103
CH104
PNN
SCALE: 1''=20'-0''
20 10 0 20
LEGEND
PROPOSED PAINT
STRIPING
PROPOSED
BUILDING EDGE
X
EXISTING FENCE
EXISTING EDGE OF
PAVEMENT
PROPOSED EDGE OF
PAVEMENT
PROJECT LIMITS OF
DISTURBANCE
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
AutoCAD SHX Text W
AutoCAD SHX Text W
Line Table
Line #
L43
L45
L47
L49
L68
L72
L73
L74
L75
L80
L81
L82
L87
L88
L89
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
Length
16.903
180.668
143.128
1.078
0.000
19.998
132.643
260.000
132.643
5.500
73.712
14.499
14.499
68.869
14.499
14.499
56.000
8.499
8.499
9.227
8.849
8.876
11.106
6.500
6.500
15.833
8.499
8.499
19.500
8.153
8.499
55.833
87.000
37.333
37.333
45.332
3.374
60.952
20.667
38.494
144.659
178.667
13.333
18.667
22.165
26.667
30.833
37.500
65.000
18.667
30.833
20.500
30.833
7.333
11.000
13.333
7.333
77.667
7.333
20.275
17.667
7.333
26.275
29.667
13.333
Starting Northing
413457.848
413533.117
413707.999
413886.099
413459.502
413491.345
413948.125
413795.751
413795.751
413933.096
413929.873
413870.146
413856.787
413865.284
413809.481
413794.502
413802.999
413757.624
413747.782
413752.762
413745.286
413734.982
413740.154
413731.155
413720.864
413724.673
413711.844
413686.201
413691.182
413706.982
413681.339
413686.320
413641.080
413590.093
413616.826
413586.576
413555.147
413557.125
413496.874
413480.129
413497.826
413413.048
413557.817
413479.333
413464.208
413477.198
413469.881
413451.811
413421.426
413459.520
413492.974
413474.904
413458.294
413492.976
413488.679
413479.766
413560.769
413556.471
413493.540
413699.618
413687.736
413673.421
413704.479
413689.081
413665.043
Starting Easting
634967.130
634966.220
634808.647
634882.341
635012.323
635108.438
635264.042
635474.713
635474.713
635178.639
635183.096
635139.897
635148.128
635136.380
635096.019
635103.078
635091.330
635058.511
635061.881
635054.995
635049.587
635053.089
635045.876
635039.367
635039.945
635034.678
635025.399
635017.341
635010.455
635021.883
635013.825
635006.939
634974.217
635044.711
635071.453
635049.574
635082.788
635080.054
635159.944
635147.832
635113.125
635230.338
635335.047
635180.783
635169.843
635151.883
635225.987
635250.970
635228.993
635176.325
635242.689
635267.673
635255.659
635271.694
635277.636
635271.189
635320.727
635326.669
635281.152
635405.181
635421.610
635411.256
635408.698
635429.988
635412.601
Ending Northing
413471.752
413638.998
413824.215
413886.736
413459.502
413507.550
413840.648
413948.125
413688.274
413929.873
413870.146
413861.674
413865.284
413809.481
413800.984
413802.999
413757.624
413752.643
413752.762
413745.286
413740.130
413740.154
413731.155
413727.346
413724.673
413711.844
413706.863
413691.182
413706.982
413702.204
413686.320
413641.080
413590.093
413620.343
413586.576
413560.009
413557.125
413507.489
413480.129
413502.688
413413.048
413557.817
413565.631
413464.208
413477.198
413498.805
413451.811
413421.426
413459.520
413474.645
413474.904
413458.294
413476.364
413488.679
413479.766
413487.580
413556.471
413493.540
413497.838
413687.736
413673.421
413677.718
413689.081
413665.043
413672.857
Ending Easting
634976.743
634819.830
634892.191
634881.471
635012.323
635120.157
635186.306
635264.042
635396.977
635183.096
635139.897
635151.662
635136.380
635096.019
635107.767
635091.330
635058.511
635065.398
635054.995
635049.587
635056.779
635045.876
635039.367
635044.634
635034.678
635025.399
635032.286
635010.455
635021.883
635028.489
635006.939
634974.217
635044.711
635066.590
635049.574
635086.305
635080.054
635044.679
635147.832
635116.641
635230.338
635335.047
635324.243
635169.843
635151.883
635167.511
635250.970
635228.993
635176.325
635187.265
635267.673
635255.659
635230.675
635277.636
635271.189
635260.385
635326.669
635281.152
635275.210
635421.610
635411.256
635405.314
635429.988
635412.601
635401.798
Curve Table
Curve #
C18
C19
C20
C47
C48
C49
Radius
44.500
49.500
44.500
7.500
24.527
49.500
Length
68.955
77.611
69.521
11.782
37.128
72.917
Tangent
43.564
49.357
44.122
7.501
23.166
44.885
Chord
62.260
69.902
62.663
10.608
33.683
66.501
Bearing
N09° 43' 52.65"W
N09° 12' 19.97"W
N09° 02' 39.15"W
N09° 31' 42.45"W
N76° 53' 11.27"E
N78° 04' 34.01"E
Delta
088.7824
089.8339
089.5112
090.0114
086.7308
084.4010
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CH501
HO
RI
ZO
NT
AL
C
ON
TR
OL
T
AB
LE
Line Table
Line #
L1
L3
L4
L5
L7
L9
L11
L13
L15
L16
L17
L19
L20
L21
L23
L24
L25
L29
L31
L33
L34
L35
L39
L41
L43
L45
L47
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L63
L65
L66
L67
L68
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
L90
L91
L92
L93
L94
L95
L97
L98
Length
10.782
30.444
26.000
30.702
69.367
174.489
14.359
5.002
15.500
151.000
15.500
5.500
26.914
5.519
15.717
145.946
15.500
33.000
3.696
15.488
121.000
16.966
12.333
97.527
16.903
180.668
143.128
1.078
15.512
161.001
15.488
15.488
91.112
16.166
2.345
12.124
83.426
151.226
11.394
29.846
29.846
30.002
12.217
0.000
19.998
132.643
260.000
132.643
53.190
57.000
50.406
5.500
5.500
73.712
14.499
68.692
57.000
68.856
57.000
14.499
68.869
14.499
12.000
26.356
57.000
60.012
14.000
2.693
14.499
56.000
Starting Northing
413939.124
413941.126
413916.458
413931.695
413983.449
414017.866
413856.020
413848.613
413858.858
413867.941
413990.292
413982.218
413986.674
413970.901
413960.238
413951.027
413832.771
413826.416
413771.470
413762.184
413753.141
413655.098
413597.256
413567.036
413457.848
413533.117
413707.999
413886.099
413821.740
413830.797
413700.343
413685.009
413672.460
413619.261
413633.434
413611.837
413598.683
413709.612
413835.697
413791.007
413800.314
413685.668
413685.514
413459.502
413491.345
413948.125
413795.751
413795.751
413916.751
413873.652
413906.962
413947.804
413933.096
413929.873
413870.146
413902.093
413846.434
413812.998
413868.790
413856.787
413865.284
413809.481
413811.533
413818.565
413839.921
413806.515
413757.890
413766.064
413794.502
413802.999
Starting Easting
635220.439
635184.447
635166.605
635145.538
635159.645
635062.310
634963.668
634981.587
634983.633
634971.074
635059.568
635078.411
635081.634
635103.442
635101.121
635113.856
635028.324
635004.598
635037.055
635035.907
635048.481
634977.568
634965.881
634961.982
634967.130
634966.220
634808.647
634882.341
634953.099
634940.506
634846.151
634859.743
634850.667
634924.635
634940.335
634945.573
634918.227
634840.580
634949.107
635012.103
634982.034
634935.915
634909.744
635012.323
635108.438
635264.042
635474.713
635474.713
635166.200
635135.028
635088.773
635118.313
635178.639
635183.096
635139.897
635085.252
635044.994
635091.157
635131.511
635148.128
635136.380
635096.019
635034.561
635024.837
635040.283
635086.469
635051.299
635039.933
635103.078
635091.330
Ending Northing
413945.466
413916.458
413931.695
413956.573
414024.430
413876.234
413847.604
413852.574
413867.941
413990.292
413981.209
413986.674
413970.901
413966.416
413951.027
413832.771
413841.855
413807.076
413768.475
413753.141
413655.098
413665.004
413587.233
413509.879
413471.752
413638.998
413824.215
413886.736
413830.797
413700.343
413691.300
413672.460
413619.261
413632.400
413632.068
413601.983
413647.575
413832.390
413829.045
413808.433
413782.889
413703.190
413678.354
413459.502
413507.550
413840.648
413948.125
413688.274
413873.652
413906.962
413947.804
413951.027
413929.873
413870.146
413861.674
413846.434
413812.998
413868.790
413902.093
413865.284
413809.481
413800.984
413818.565
413839.921
413806.515
413757.890
413766.064
413768.246
413802.999
413757.624
Ending Easting
635211.720
635166.605
635145.538
635163.531
635103.678
634960.394
634975.303
634984.642
634971.074
635059.568
635072.127
635081.634
635103.442
635100.227
635113.856
635028.324
635015.765
635031.337
635034.889
635048.481
634977.568
634963.795
634958.695
635041.005
634976.743
634819.830
634892.191
634881.471
634940.506
634846.151
634858.725
634850.667
634924.635
634934.055
634942.240
634938.509
634850.629
634928.868
634958.358
634987.873
635006.264
634911.561
634919.643
635012.323
635120.157
635186.306
635264.042
635396.977
635135.028
635088.773
635118.313
635113.856
635183.096
635139.897
635151.662
635044.994
635091.157
635131.511
635085.252
635136.380
635096.019
635107.767
635024.837
635040.283
635086.469
635051.299
635039.933
635041.511
635091.330
635058.511
Line Table
Line #
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L121
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
L154
Length
8.499
8.499
9.227
8.849
8.876
11.106
6.500
6.500
15.833
8.499
8.499
19.500
8.153
8.499
55.833
87.000
37.333
17.245
120.737
55.668
95.868
12.327
37.333
45.332
3.374
60.952
20.667
38.494
144.659
178.667
13.333
18.667
22.165
26.667
30.833
37.500
65.000
18.667
30.833
20.500
30.833
7.333
11.000
13.333
7.333
77.667
7.333
20.275
17.667
7.333
26.275
29.667
13.333
10.054
Starting Northing
413757.624
413747.782
413752.762
413745.286
413734.982
413740.154
413731.155
413720.864
413724.673
413711.844
413686.201
413691.182
413706.982
413681.339
413686.320
413641.080
413590.093
413655.390
413631.400
413560.641
413515.308
413584.028
413616.826
413586.576
413555.147
413557.125
413496.874
413480.129
413497.826
413413.048
413557.817
413479.333
413464.208
413477.198
413469.881
413451.811
413421.426
413459.520
413492.974
413474.904
413458.294
413492.976
413488.679
413479.766
413560.769
413556.471
413493.540
413699.618
413687.736
413673.421
413704.479
413689.081
413665.043
413840.846
Starting Easting
635058.511
635061.881
635054.995
635049.587
635053.089
635045.876
635039.367
635039.945
635034.678
635025.399
635017.341
635010.455
635021.883
635013.825
635006.939
634974.217
635044.711
634977.162
634977.363
635075.193
635042.884
634963.165
635071.453
635049.574
635082.788
635080.054
635159.944
635147.832
635113.125
635230.338
635335.047
635180.783
635169.843
635151.883
635225.987
635250.970
635228.993
635176.325
635242.689
635267.673
635255.659
635271.694
635277.636
635271.189
635320.727
635326.669
635281.152
635405.181
635421.610
635411.256
635408.698
635429.988
635412.601
635009.482
Ending Northing
413752.643
413752.762
413745.286
413740.130
413740.154
413731.155
413727.346
413724.673
413711.844
413706.863
413691.182
413706.982
413702.204
413686.320
413641.080
413590.093
413620.343
413641.417
413560.641
413515.308
413571.492
413594.047
413586.576
413560.009
413557.125
413507.489
413480.129
413502.688
413413.048
413557.817
413565.631
413464.208
413477.198
413498.805
413451.811
413421.426
413459.520
413474.645
413474.904
413458.294
413476.364
413488.679
413479.766
413487.580
413556.471
413493.540
413497.838
413687.736
413673.421
413677.718
413689.081
413665.043
413672.857
413832.699
Ending Easting
635065.398
635054.995
635049.587
635056.779
635045.876
635039.367
635044.634
635034.678
635025.399
635032.286
635010.455
635021.883
635028.489
635006.939
634974.217
635044.711
635066.590
634967.056
635075.193
635042.884
634965.205
634970.348
635049.574
635086.305
635080.054
635044.679
635147.832
635116.641
635230.338
635335.047
635324.243
635169.843
635151.883
635167.511
635250.970
635228.993
635176.325
635187.265
635267.673
635255.659
635230.675
635277.636
635271.189
635260.385
635326.669
635281.152
635275.210
635421.610
635411.256
635405.314
635429.988
635412.601
635401.798
635003.589
Curve Table
Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C25
C29
C31
C33
C35
C37
C39
C40
C41
C43
C44
C46
C47
C48
C49
C50
C51
C52
Radius
19.500
19.514
29.500
14.500
4.500
4.500
4.500
4.505
4.500
4.500
25.500
4.499
4.500
9.524
39.237
14.500
44.498
44.500
49.500
44.500
4.526
4.500
4.500
14.500
14.500
44.500
14.500
5.002
5.000
5.000
5.000
15.000
15.000
7.500
24.527
49.500
31.000
9.000
44.738
Length
30.685
30.033
46.574
22.736
7.069
7.069
7.069
6.896
7.069
7.069
40.055
7.081
7.057
14.954
59.270
22.716
69.917
68.955
77.611
69.521
15.182
7.081
7.070
22.773
22.837
69.778
22.779
16.019
15.708
10.222
10.237
16.372
16.498
11.782
37.128
72.917
48.695
14.100
39.253
Tangent
19.555
18.904
29.736
14.460
4.500
4.500
4.500
4.328
4.500
4.500
25.500
4.514
4.488
9.518
36.942
14.440
44.517
43.564
49.357
44.122
42.347
4.512
4.501
14.497
14.561
44.377
14.502
164.485
INFINITY
8.181
8.209
9.109
9.195
7.501
23.166
44.885
31.000
8.962
20.991
Chord
27.616
27.156
41.885
20.478
6.364
6.364
6.364
6.242
6.364
6.364
36.062
6.372
6.355
13.465
53.793
20.463
62.943
62.260
69.902
62.663
9.000
6.372
6.365
20.504
20.549
62.846
20.508
10.000
10.000
8.533
8.540
15.572
15.679
10.608
33.683
66.501
43.841
12.701
38.006
Bearing
S80° 57' 29.19"W
N08° 13' 42.95"W
S80° 59' 02.07"W
S09° 12' 07.15"E
N80° 52' 39.04"E
N09° 07' 19.68"W
N80° 52' 39.04"E
S08° 14' 32.18"E
S80° 52' 39.04"W
S09° 07' 20.96"E
S09° 07' 20.96"E
S09° 11' 57.79"E
S80° 48' 02.21"W
S05° 44' 36.46"E
S07° 29' 25.84"E
S09° 14' 31.80"E
N80° 52' 03.43"E
N09° 43' 52.65"W
N09° 12' 19.97"W
N09° 02' 39.15"W
S35° 44' 57.83"W
S09° 11' 57.79"E
N80° 38' 41.31"E
S09° 21' 19.40"E
S80° 45' 28.20"W
N09° 12' 05.56"W
N80° 43' 08.57"E
N35° 43' 25.38"E
S35° 43' 25.38"W
N04° 17' 30.12"E
S67° 04' 09.32"W
S22° 51' 13.85"E
S85° 37' 53.05"E
N09° 31' 42.45"W
N76° 53' 11.27"E
N78° 04' 34.01"E
N09° 07' 20.96"W
N09° 14' 31.80"W
N10° 38' 11.78"E
Delta
090.1612
088.1793
090.4569
089.8413
090.0000
090.0000
090.0000
087.7137
090.0000
090.0000
090.0000
090.1917
089.8462
089.9694
086.5500
089.7606
090.0249
088.7824
089.8339
089.5112
192.2007
090.1538
090.0133
089.9871
090.2394
089.8419
090.0093
183.4839
180.0000
117.1360
117.3089
062.5373
063.0178
090.0114
086.7308
084.4010
090.0000
089.7606
050.2706
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CH502
HO
RI
ZO
NT
AL
C
ON
TR
OL
T
AB
LE
BI
D
OP
TI
ON
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
X X X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X X
X X
X X
X X
X X
X
CONCRETE AIRFIELD PAVEMENT
CONCRETE
SIDEWALK
CONCRETE VEHICLE
PAVEMENT
MAINTENANCE HANGAR
FFE 26.70
RAMP ROAD
PARIS STREET
CONCRETE AIRFIELD APRON PAVEMENT
CONCRETE AIRFIELD APRON PAVEMENT
P A
R
R
E E
T
E
X T
E N
S I O
N
CONCRETE CURB & GUTTER
ASPHALT PAVEMENT
FOR PARKING AREAS
HEAVY DUTY
ASPHALT
PAVEMENT
PARIS STREET
HEAVY DUTY
ASPHALT
PAVEMENT
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CP100
OV
ER
AL
L
SI
TE
P
AV
IN
G
PL
AN
PNN
SCALE: 1''=30'-0''
30 15 0 30
X X X X X X
X X
X X
X X
X
X
RAMP ROAD
CONCRETE
AIRFIELD
PAVEMENT
CONCRETE
VEHICLE
PAVEMENT
ASPHALT PAVEMENT
FOR PARKING AREAS
MAINTENANCE HANGAR
FFE 26.70
P A
R
R
E E
T
E
X T
E N
S I O
N
CP101
C-501
CP101C-501
CP101C-501
CONCRETE
APRON
PAVEMENT
CONCRETE
APRON
PAVEMENT
CP101
C-501
CP101
C-501
CP101
C-503
FLUSH PAVEMENT
EDGE TO
PAVEMENT
SURFACE
CP101C-503
FLUSH PAVEMENT
EDGE TO APRON
SURFACE
CP101
C-503
FLUSH PAVEMENT
EDGE TO APRON
SURFACE
HEAVY
DUTY
ASPHALT
PAVEMENT
CP101
C-501
CP101C-503
FLUSH PAVEMENT EDGE
TO PAVEMENT SURFACE
FLUSH PAVEMENT EDGE
TO PAVEMENT SURFACE
THICKENED EDGE
AT ASPHALT
CP101
C-503
CP101C-503
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
PNN
KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
LEGEND
PROPOSED CONCRETE
VEHICLE PAVEMENT
(APPROX. 158 S.Y.)
PROPOSED BUILDING
EDGE
PROPOSED FENCE
EXISTING FENCE
PROPOSED EDGE OF
PAVEMENT
PROPOSED ASPHALT
PAVEMENT FOR
PARKING AREAS
(APPROX. 264 S.Y.)
X
CP101
SI
TE
P
AV
IN
G
PL
AN
MATCHLINE SHEET CP102
CP101
CP102
PNN
SCALE: 1''=20'-0''
20 10 0 20
PROPOSED CONCRETE
AIRFIELD PAVEMENT
(APPROX. 1,465 S.Y.)
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
(APPROX. 2,667 S.Y.)
PROPOSED CONCRETE
APRON PAVEMENT
(APPROX. 2,343 S.Y.)
PROJECT LIMITS OF
DISTURBANCE
AutoCAD SHX Text W
X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X
HEAVY
DUTY
ASPHALT
PAVEMENT
MAINTENANCE HANGAR
FFE 26.70
PARIS STREET
CP102
C-501
FLUSH PAVEMENT
EDGE TO
PAVEMENT
SURFACE
CP102C-503
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
PNN
KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CP102
SI
TE
P
AV
IN
G
PL
AN
MATCHLINE SHEET CP101
CP101
CP102
PNN
SCALE: 1''=20'-0''
20 10 0 20
LEGEND
PROPOSED CONCRETE
VEHICLE PAVEMENT
(APPROX. 158 S.Y.)
PROPOSED BUILDING
EDGE
PROPOSED FENCE
EXISTING FENCE
PROPOSED EDGE OF
PAVEMENT
PROPOSED ASPHALT
PAVEMENT FOR
PARKING AREAS
(APPROX. 264 S.Y.)
X
PROPOSED CONCRETE
AIRFIELD PAVEMENT
(APPROX. 1,465 S.Y.)
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
(APPROX. 2,667 S.Y.)
PROPOSED CONCRETE
APRON PAVEMENT
(APPROX. 2,343 S.Y.)
PROJECT LIMITS OF
DISTURBANCE
AutoCAD SHX Text W
X X X X X X X
X X X X
X X
X X
X X
X X
X
LEGEND
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
PNN
KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CP103
PA
VE
ME
NT
JO
IN
TI
NG
P
LA
NPNN
SCALE: 1''=20'-0''
20 10 0 20
B B B B B B B B B B B B B
B B B B B B B B B B B B B
E E E E E E E E E EE E EE
B D D D B
B E E E B D D D B B
B D D D B
B D D D B
B D D D B
B D D D B
B E E E B D D D B E E E B
E E E E E E E E E EE E EE
E E E E E E E E E EE E EE
E E E E E E E E E EE E EE
E E E E E E E E E EE E EE
E E E E E E E E E EE E EE
DUMMY
CONTRACTION JOINT
DOWELED
CONSTRUCTION JOINT
B
E
D
THICKENED EDGE
ISOLATION JOINT
THICKENED EDGE
ISOLATION JOINT
DUMMY
CONTRACTION
JOINT
DOWELED
CONTRACTION
JOINT
CP103
RAMP ROAD
MAINTENANCE HANGAR
FFE 26.70
P A
R
R
E E
T
E
X T
E N
S I O
N
CP103C-502
CP103
C-502
CP103C-502
REINFORCED
CONCRETE PAVEMENT
B
B
B
B
B B
B
B
B
BE E E
E E E
E E E
E E E
E E E E E E
E E E
E E E
E E E
E E E
E E E
D
D
D
DD
D D
B B
B
B
B
BB
B
B
B
RIGID PAVEMENT
FILLET DETAIL
CP103C-501
B B
RIGID PAVEMENT
FILLET DETAIL
CP103C-501
PROJECT LIMITS OF
DISTURBANCE
PROJECT LIMITS
OF DISTURBANCE
PROJECT LIMITS
OF DISTURBANCE
PROJECT LIMITS
OF DISTURBANCE
D
D
D
D
D
D
D
AutoCAD SHX Text W
P T
I O
N B
T
I O
N B
T
I O
N B
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I O
N
BID OPTION
BID OPTION
B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
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X X X X X X
X X X
X X
X X
X X
X
X
RAMP ROAD
ASPHALT PAVEMENT
FOR PARKING AREAS
MAINTENANCE HANGAR
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P A
R
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T
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CP104
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PROJECT
LIMITS OF
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PROJECT
LIMITS OF
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PROJECT
LIMITS OF
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M A
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D E
S C
R I P
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1 2 3 4 5
A
B
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PLATE REFERENCE
NUMBER
SHEET OF
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P L
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B
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LEGEND
PROPOSED BUILDING
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PROPOSED FENCE
EXISTING FENCE
PROPOSED EDGE OF
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PROPOSED ASPHALT
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PARKING AREAS
(APPROX. 3,998 S.Y.)
X
CP104
SI
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MATCHLINE SHEET CP105
CP104
CP105
PNN
SCALE: 1''=20'-0''
20 10 0 20
PROJECT LIMITS OF
DISTURBANCE
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
BID OPTION LIMITSBID OPTION
AutoCAD SHX Text W
T
I O
N B
T
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N
B
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BID OPTION
BID OPTION
BID OPTION
BID OPTION
BID OPTION
B
T
I
O
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X X
X X
X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X
MAINTENANCE HANGAR
FFE 26.70
PARIS STREET
ASPHALT
PAVEMENT
FOR
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CP105
C-501
PROJECT
LIMITS OF
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PROJECT
LIMITS OF
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M A
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D E
S C
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1 2 3 4 5
A
B
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PLATE REFERENCE
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P L
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CP105
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PL
AN
BI
D
OP
TI
ON
MATCHLINE SHEET CP104
CP104
CP105
PNN
SCALE: 1''=20'-0''
20 10 0 20
LEGEND
PROPOSED BUILDING
EDGE
PROPOSED FENCE
EXISTING FENCE
PROPOSED EDGE OF
PAVEMENT
PROPOSED ASPHALT
PAVEMENT FOR
PARKING AREAS
(APPROX. 3,998 S.Y.)
X
PROJECT LIMITS OF
DISTURBANCE
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
BID OPTION LIMITSBID OPTION
AutoCAD SHX Text W
MAINTENANCE HANGAR
FFE 26.70
CONCRETE CURB & GUTTER
CROSSWALK
AIRCRAFT
CENTERLINE
CROSSWALK 3 PARKING
SPACES
P A
R
R
E E
T
E
X T
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S I O
N
PARIS STREET
RAMP ROAD
PARKING
SIGNS
STOP SIGN AND
STOP BAR
EXTERIOR
BUILDING SIGN
STOP SIGN AND
STOP BAR
ROADWAY
CENTERLINE
CROSSWALK
STOP SIGN AND
STOP BAR
STOP SIGN AND
STOP BAR
M A
R K
D E
S C
R I P
T I O
N D
A T
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P P
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1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
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T E
D
B
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P
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CM100
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P
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SCALE: 1''=30'-0''
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R
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S I O
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RAMP ROAD
X X X X X X X
X X X X
X X
X X
X X
X X
X X
X
MAINTENANCE HANGAR
FFE 26.70
HANDICAP
PARKING
STALL (1
VAN)
CROSSWALK
PARKING
STALL
(TYP.)
AIRCRAFT
CENTERLINE
CM101C-504
CM101C-504
CM101C-504
CM101C-504
ALTERNATIVE FUEL
VEHICLE PARKING
SPACE
STOP BAR
STOP SIGN
ROADWAY
CENTERLINE
ALTERNATIVE FUEL
VEHICLE PARKING
SIGN 1
CM101C-504
HANDICAP VAN
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SIGN
CM101C-504
CM101C-504
CM101C-504
CM101C-504
STOP BAR
STOP SIGN7
CM101C-504
CM101C-504
CROSSWALK9
CM101C-504
STOP BAR
STOP SIGN 7
CM101C-504
CM101C-504
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
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D
B
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B
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D O
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A
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P
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A W
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LEGEND
PROPOSED PAINT
STRIPING
PROPOSED BUILDING
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PROPOSED POST AND
CABLE FENCE
X
EXISTING FENCE
EXISTING LIGHT POLE
PROPOSED
DETECTABLE
WARNING SURFACE
EXISTING EDGE OF
PAVEMENT
PROPOSED EDGE OF
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PROPOSED
REMOVABLE BOLLARD
CM101
PA
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ME
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M
AR
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A
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S
IG
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P
LA
N
MATCHLINE SHEET CM102
CM101
CM102
PNN
SCALE: 1''=20'-0''
20 10 0 20
PROJECT LIMITS OF
DISTURBANCE
AutoCAD SHX Text W
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X X
X X
X X
MAINTENANCE HANGAR
FFE 26.70
CROSSWALK
PARIS STREET
CM102C-504
STOP BAR
STOP SIGN
CM102C-504
CM102C-504
RELOCATE
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BEHIND
SIDEWALK
CROSSWALK
CM102C-504
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CM102C-504
M A
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D E
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A
B
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PLATE REFERENCE
NUMBER
SHEET OF
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P L
A
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B
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P
LA
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MATCHLINE SHEET CM101
CM101
CM102
PNN
SCALE: 1''=20'-0''
20 10 0 20
LEGEND
PROPOSED PAINT
STRIPING
PROPOSED BUILDING
EDGE
PROPOSED POST AND
CABLE FENCE
X
EXISTING FENCE
EXISTING LIGHT POLE
PROPOSED
DETECTABLE
WARNING SURFACE
EXISTING EDGE OF
PAVEMENT
PROPOSED EDGE OF
PAVEMENT
PROPOSED
REMOVABLE BOLLARD
PROJECT LIMITS OF
DISTURBANCE
AutoCAD SHX Text W
R
R
E E
T
E
X T
E N
S I O
N
RAMP ROAD
X X X X X X X
X X X X
X X
X X
X X
X X
X X
X
B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
N
BID OPTION
BID OPTION
B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
N B
T
I O
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MAINTENANCE HANGAR
FFE 26.70
HANDICAP
PARKING
STALL (4, 1
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PARKING
STALL
(TYP.)
AIRCRAFT
CENTERLINE
CM103C-504
CM103C-504
CM103C-504
ALTERNATIVE FUEL
VEHICLE PARKING
SPACES (5)
HANDICAP PARKING
SIGN 2
CM103C-504
ALTERNATIVE FUEL
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SIGN 1
CM103C-504
HANDICAP VAN
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HANDICAP PARKING
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CM103C-504
CM103C-504
CROSSWALK
CM103C-504
PARKING
STALL
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CM103C-504
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
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P P
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1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
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D
B
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B
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B
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NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
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LEGEND
PROPOSED PAINT
STRIPING
PROPOSED BUILDING
EDGE
PROPOSED POST AND
CABLE FENCE
X
EXISTING FENCE
EXISTING LIGHT POLE
PROPOSED
DETECTABLE
WARNING SURFACE
EXISTING EDGE OF
PAVEMENT
PROPOSED EDGE OF
PAVEMENT
PROPOSED
REMOVABLE BOLLARD
CM103
PA
VE
ME
NT
M
AR
KI
NG
A
ND
S
IG
NA
GE
P
LA
N
BI
D
OP
TI
ON
MATCHLINE SHEET CM104
CM103
CM104
PNN
SCALE: 1''=20'-0''
20 10 0 20
PROJECT LIMITS OF
DISTURBANCE
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
BID OPTION LIMITSBID OPTION
AutoCAD SHX Text W
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X X
X X
X X
B
T
I O
N B
T
I O
N
B
T
I O
N B
T
I O
N
BID OPTION
B
T
I O
N
BID OPTION
BID OPTION
BID OPTION
BID OPTION
BID OPTION
BID OPTION
BID OPTION
B
T
I
O
N
MAINTENANCE HANGAR
FFE 26.70
PARKING
STALL
(TYP.)
PARIS STREET
STOP
BAR
STOP SIGN
CM104C-504
CM104C-504
CM104C-504
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
PROJECT
LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
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B
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B
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F I L
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D O
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A
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A F
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A I N
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N A
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T
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W
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R S
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R P
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N G
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NOT FOR
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KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
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CM104
PA
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ME
NT
M
AR
KI
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A
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S
IG
NA
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P
LA
N
BI
D
OP
TI
ON
MATCHLINE SHEET CM103
CM103
CM104
PNN
SCALE: 1''=20'-0''
20 10 0 20
LEGEND
PROPOSED PAINT
STRIPING
PROPOSED BUILDING
EDGE
PROPOSED POST AND
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X
EXISTING FENCE
EXISTING LIGHT POLE
PROPOSED
DETECTABLE
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EXISTING EDGE OF
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PROPOSED EDGE OF
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PROPOSED
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PROJECT LIMITS OF
DISTURBANCE
NOTE: THE BID OPTION INCLUDES ALL ADDITIONAL PAVEMENT,
PAVEMENT MARKINGS, SIDEWALKS, CURB RAMPS,
SIGNAGE, AND CURB AND GUTTER WITHIN THE IDENTIFIED
AREA. THE BID OPTION ALSO INCLUDES DIFFERENCES IN
SEDIMENTATION AND EROSION CONTROL, SITE GRADING
AND DRAINAGE, PERMANENT SITE RESTORATION, SITE
LIGHTING AND OTHER INCIDENTAL ITEMS RELATED TO
CONSTRUCTION OF THE PARKING LOTS AND ASSOCIATED
ACCESS DRIVES.
BID OPTION LIMITSBID OPTION
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PROJECT LIMITS OF DISTURBANCE
PROJECT LIMITS OF DISTURBANCE
PROJECT LIMITS OF DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
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A
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C
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PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
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D W
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US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
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A I R
C R
A F
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N A
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NOT FOR
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1 2 3 4 5
P
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A W
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CU100
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SCALE: 1''=30'-0''
30 15 0 30
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TIE-IN TO
EXISTING 8"
TRANSITE
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8" PVC
SANITARY PIPE
GAS CONNECTION
ELECTRICAL CONNECTION
SEE ELECTRICAL DRAWINGS
SANITARY CONNECTION AND
CLEANOUT
WATER CONNECTION
SEE PLUMBING DRAWINGS
WATER LINE TIE-IN TO
EXISTING 8" TRANSITE WATER
LINE
WATER LINE TIE-IN TO EXISTING 8"
TRANSITE WATER LINE
EXISTING FIRE
HYDRANT
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UNDERGROUND ELECTRICAL
LINE SEE ELECTRICAL DRAWINGS
TELECOM HANDHOLE
AND CONNECTION TO
EXISTING TELECOM
SEE TELECOM
DRAWINGS
TELECOM
HANDHOLE AND
CONNECTION TO
EXISTING TELECOM
SEE TELECOM
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UNDERGROUND ELECTRICAL LINE
SEE ELECTRICAL DRAWINGS
6" SANITARY LATERAL
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TELECOM HANDHOLE AND
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SEE TELECOM DRAWINGS
8" GATE VALVE
2" GAS
SERVICE
LATERAL
3" DUCTILE IRON
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SERVICE LATERAL
UNDERGROUND TELECOM LINE
SEE TELECOM DRAWINGS
UNDERGROUND TELECOM LINE
SEE TELECOM DRAWINGS
CU101
C-508
MAINTENANCE
HANGAR FFE 26.70
P A
R
R
E E
T
E
X T
E N
S I O
N
TELECOM CONNECTION
SEE TELECOM DRAWINGS
CU101
C-508
8" x 8" x 8" x
6" DUCTILE
IRON CROSS
8" GATE
VALVES (3)
8" DUCTILE IRON
WATER
LINE
8" DUCTILE IRON
WATER
LINE
CU101
C-516
8" x 8" x 8"
DUCTILE
IRON TEE 8" x 8" x 6" DUCTILE
IRON TEE
8" GATE VALVE
6" GATE VALVE
FIRE HYDRANT1
CU101C-516
8" GATE
VALVE
FIRE HYDRANT 1
C-516
CU101
SANITARY
MANHOLE (MH-3)
SANITARY
MANHOLE (MH-6)
OWS-1
PAD-MOUNTED
SECTIONALIZER
CABINET (SEE
ELECTRICAL
DRAWINGS)
6" DUCTILE
IRON WATER LINE
6" DUCTILE
IRON WATER LINE
CU101C-506
6" GATE VALVE
8" PVC
SANITARY
SEWER PIPE
CU101C-507
8" PVC
SANITARY
SEWER PIPE
8" PVC
SANITARY
SEWER PIPE
8" x 8" x 6" DUCTILE
IRON TEE
8" GATE VALVE
6" GATE VALVE
8" GATE
VALVE
8" DUCTILE IRON
WATER LINE8" GATE
VALVES (3)
FIRE
HYDRANT 1
C-516CU101
8" DUCTILE IRON
WATER LINE
CU101C-508
CU101C-508
CU101C-508
SANITARY
MANHOLE (MH-9)
CU101
C-507
PROJECT LIMITS OF DISTURBANCE
PROJECT LIMITS OF DISTURBANCE
PROJECT LIMITS OF DISTURBANCE
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RISER TRANSITION TO OVERHEAD. SEE
ELECTRICAL DRAWINGS
EXISTING SANITARY MANHOLE (MH-5)
CONNECT 8" SANITARY TO EXISTING
SANITARY MANHOLE EX. MH-5
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
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1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L
T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
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D E
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L I C
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D
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US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
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A I R
C R
A F
T
M
A I N
T E
N A
N C
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E
N G
I N
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KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
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W
RT
A
- 1 2 D
EC
CU101
SI
TE
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TI
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UNDERGROUND
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EXISTING GAS LINE
Eux EXISTING
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EXISTING
UNDERGROUND
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MATCHLINE SHEET CU102
CU101
CU102
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SCALE: 1''=20'-0''
20 10 0 20
G GAS LINE
Cu
TELECOM LINE
M A
T C
H L I N
E
T
H
H E
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M A
T C
H L I N
E
T
H
H E
E T
PROJECT LIMITS OF
DISTURBANCE
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AutoCAD SHX Text W u x
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8" DUCTILE IRON
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TELECOM LINE
SEE TELECOM DRAWINGS
8" DUCTILE IRON
WATER
LINE
8" PVC
SANITARY PIPE
2" HDPE GAS
SERVICE LATERAL
TELECOM HANDHOLE AND
CONNECTION TO EXISTING
TELECOM
SEE TELECOM DRAWINGS
TELECOM HANDHOLE
AND CONNECTION TO
EXISTING TELECOM
SEE TELECOM
DRAWINGS
WATER LINE
TIE-IN TO
EXISTING 8"
TRANSITE WATER
LINE
CONNECTION
TO EXISTING 8" TRANSITE
WATER LINE CONNECTION TO
EXISTING GAS LINE
UNDERGROUND ELECTRICAL
LINE SEE ELECTRICAL
DRAWINGS
FIRE HYDRANT
3" DUCTILE IRON
WATER LINE
ELECTRICAL TRANSFORMER
SEE ELECTRICAL DRAWINGS
CHILLER UNIT SEE
MECHANICAL
DRAWINGS
UNDERGROUND TELECOM LINE
SEE TELECOM DRAWINGS
UNDERGROUND TELECOM LINE
SEE TELECOM DRAWINGS
CU102
C-516
MAINTENANCE
HANGAR FFE 26.70
8" DUCTILE
IRON 45° FITTING
8" DUCTILE IRON
45° FITTING
CU102
C-516
8" x 8" x 6" DUCTILE
IRON TEE
8" GATE
VALVE
6" GATE
VALVE
3" VALVE BOX2
CU102
C-516
16" DUCTILE IRON
FIREWATER LINE
8" DUCTILE IRON
45° FITTING
8" x 8" x 6" DUCTILE
IRON TEE
CONNECT UNDERGROUND ELECTRIC TO
EXISTING OVERHEAD ELECTRIC. NEW
WOODEN POLE FOR UNDERGROUND
RISER TRANSITION TO OVERHEAD. SEE
ELECTRICAL DRAWINGS
EXISTING SANITARY
MANHOLE (EX. MH-1)
CONNECT 8" SANITARY TO EXISTING
SANITARY MANHOLE EX. MH-1
SANITARY MANHOLE
(MH-2)1
CU102
C-507
CU102C-508
CU102
C-508
SANITARY
MANHOLE (MH-8)
PAD-MOUNTED
SECTIONALIZER
CABINET (SEE
ELECTRICAL
DRAWINGS)
PAD-MOUNTED
SWITCH (SEE
ELECTRICAL
DRAWINGS)
PAD-MOUNTED
SECTIONALIZER
CABINET (SEE
ELECTRICAL
DRAWINGS)
8" PVC
SANITARY PIPE
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8" x 8" x 6" DUCTILE
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6" DUCTILE IRON
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16" x 16" x 16"
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TEE
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(MH-7)
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8" GATE
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8" GATE
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6" DUCTILE IRON
WATER LINE
FIRE HYDRANT
CU102
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OWS-2
CU102
C-516
CU102C-516
8" PVC SANITARY
PIPE 1
CU102
C-508
8" GATE VALVE
8" GATE
VALVE
FIRE TANK
VALVE VAULT
CU102
C-517
6" GATE VALVE
8" GATE
VALVE (2)
16" DUCTILE IRON
45° FITTING (4)
PROJECT LIMITS OF
DISTURBANCE
PROJECT LIMITS OF
DISTURBANCE
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L
T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
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B
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D A
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S I Z
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F I L
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S O
L I C
I T
A T
I O
N
N
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C O
N T
R A
C A
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G O
D
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US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L I T
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T
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W
B U
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A
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N G
I N
E E
R S
PNN
KEY PLAN
1 2 3 4 5
NOT TO SCALE
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CU102
SI
TE
U
TI
LI
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P
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MATCHLINE SHEET CU101
CU101
CU102
PNN
SCALE: 1''=20'-0''
20 10 0 20
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UNDERGROUND
ELECTRIC
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SANITARY SEWER
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STORM SEWER
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SANITARY
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EXISTING STORM
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Gx
EXISTING GAS LINE
Eux EXISTING
UNDERGROUND
ELECTRIC LINE
Cux
EXISTING
UNDERGROUND
COMMUNICATIONS
LINE
G GAS LINE
Cu
TELECOM LINE
PROJECT LIMITS OF
DISTURBANCE
AutoCAD SHX Text W
AutoCAD SHX Text T
AutoCAD SHX Text
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AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text W
HA
NG
AR
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25
-0+25 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25
EXISTING GRADE
PROPOSED GRADE
HA
NG
AR
EXISTING GRADE
HA
NG
AR
PROPOSED GRADE
EXISTING GRADE
PROPOSED GRADE
EXISTING GRADE
457mm RCP
STORM PIPE
381mm RCP
STORM PIPE
381mm RCP
STORM PIPE
381mm RCP
STORM PIPE
-0+25 0+00 0+25 0+50 0+75
-0+25 0+00 0+25 0+50 0+75
MH-5 (EX)
IN
V.
8" O
UT
.85 S
E
N
.76 E
.07
RI
M
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MH-3
IN
V.
8"
IN
.88
N W
IN
V.
8"
IN
.04
N E
IN
V.
8" O
UT
.88 S
N
.65 E
.37
RI
M
.76
239.55 L.F. 8"
SAN. PVC @ 0.82%
MH-3
IN
V.
8"
IN
.88
N W
IN
V.
8"
IN
.04
N E
IN
V.
8" O
UT
.88 S
N
.65 E
.37
RI
M
.76
MH-2
IN
V.
8"
IN
.17
N
IN
V.
8"
IN
.29 E
IN
V.
8" O
UT
.17 S
W
N
.93 E
.01
RI
M
.81
MH-1 (EX)
IN
V.
8"
IN
.00
N E
IN
V.
8"
IN
.92
S
IN
V.
8"
O
UT
.92
S W
N
.04 E
.18
RI
M
.12
57.82 L.F. 8"
SAN. PVC @ 0.30%
235.20 L.F. 8"
SAN. PVC @ 0.30%
MH-8
IN
V.
8"
IN
.08
N E
IN
V.
8" O
UT
.08 N
W
N
.06 E
.81
RI
M
.35
MH-2
IN
V.
8"
IN
.17
N
IN
V.
8"
IN
.29 E
IN
V.
8" O
UT
.17 S
W
N
.93 E
.01
RI
M
.81
71.27 L.F. 8"
SAN. PVC @ 0.50%
152.91 L.F. 8"
SAN. PVC @ 0.94%
33.53 L.F. 8"
SAN. PVC @ 0.93%
MH-6
IN
V.
8"
IN
.06
S E
IN
V.
8" O
UT
.06 S
W
N
.05 E
.10
RI
M
.62
MH-9
IN
V.
8"
IN
.44
N E
IN
V.
6"
IN
.50
S E
IN
V.
8" O
UT
.44 S
W
N
.33 E
.42
RI
M
.46
MH-3
IN
V.
8"
IN
.88
N W
IN
V.
8"
IN
.04
N E
IN
V.
8" O
UT
.88 S
N
.65 E
.37
RI
M
.76
79.13 L.F. 8"
SAN. PVC @ 0.50%
124.22 L.F. 8"
SAN. PVC @ 0.50%
21.99 L.F. 8"
SAN. PVC @ 0.50%
HA
NG
AR
PROPOSED GRADE
EXISTING GRADE
MH-9
IN
V.
8"
IN
.44
N E
IN
V.
6"
IN
.50
S E
IN
V.
8" O
UT
.44 S
W
N
.33 E
.42
RI
M
.46
CO-1
IN
V.
6"
IN
.80
S E
IN
V.
6" O
UT
.80 N
W
N
.91 E
.12
RI
M
.53
31.62 L.F. 6"
SAN. PVC @ 0.94% 5.00 L.F. 6"
SAN. PVC @ 1.40%
-0+25 0+00 0+25 0+50 0+75 1+00 1+25
-0+25 0+00 0+25 0+50 0+75 1+00 1+25
MH-7
IN
V.
8"
IN
.64
S E
IN
V.
8"
IN
.78
N E
IN
V.
8" O
UT
.64 W
N
.81 E
.01
RI
M
.63
OWS-2
IN
V.
8"
IN
.89
N E
IN
V.
8" O
UT
.89 S
W
N
.59 E
.38
RI
M
.61
34.01 L.F. 8"
SAN. PVC @ 0.50% 51.65 L.F. 8"SAN. PVC @ 4.09%
NEW 8" WTR.
NEW COMM.
NEW ELEC.
NEW GAS
NEW 3" WTR.
NEW ELEC.
NEW 8" WTR.
NEW COMM.
NEW ELEC.
EX. 8" WTR.
EX. COMM.
EX. GAS
EX. GAS
MH-7
IN
V.
8"
IN
.64
S E
IN
V.
8"
IN
.78
N E
IN
V.
8" O
UT
.64 W
N
.81 E
.01
RI
M
.63
EX. GAS
NEW COMM.
NEW ELEC.
22.01 L.F. 8"
SAN. PVC @ 0.50%
16.79 L.F. 8"
SAN. PVC @ 0.50%
CO-3
IN
V.
8"
IN
.28
S
IN
V.
8"
O
UT
.28
N W
N
.32 E
.79
RI
M
.38
OWS-1
IN
V.
8"
IN
.17
S E
IN
V.
8" O
UT
.17 N
W
N
.17 E
.92
RI
M
.75
HA
NG
AR
CO-2
IN
V.
8"
IN
.39
N E
IN
V.
8" O
UT
.39 S
W
N
.15 E
.57
RI
M
.61
6.96 L.F. 8"
SAN. PVC @ 0.91%
0.7 3'
1.6 5'
2.3 5'
2.3 5'3.0
3'
2.2 3'
1.4 3' 1.9
7'3.1 4'
1.8
1.2 6'
0.5 8'
2.3 2'
2.0 4'
2.6 7'
4.6 4'
4.0 2'4.4
7'
0.8
NE
T
DE
PT
H 5.8
NE
T
DE
PT
H 6.1
NE
T
DE
PT
H 6.0
NE
T
DE
PT
H 5.7
NE
T
DE
PT
H 7.9
NE
T
DE
PT
H 5.8
NE
T
DE
PT
H 7.6
NE
T
DE
PT
H 9.2
NE
T
DE
PT
H 5.2
NE
T
DE
PT
H 5.2
NE
T
DE
PT
H 7.9
NE
T
DE
PT
H 7.6
NE
T
DE
PT
H 5.1
NE
T
DE
PT
H 5.5
NE
T
DE
PT
H 6.0
NE
T
DE
PT
H 5.8
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
PR
OP
OS
ED
S
AN
IT
AR
Y
SE
W
ER
P
RO
FI
LE
S
CU201
HORIZONTAL SCALE:
1''=20'-0''
20 10 0 20
VERTICAL SCALE:
1''=4'-0''
4 2 0 4
SANITARY SEWER PROFILE:
MH-5 (EX) TO MH-3
SCALE: 1"=20' H, 1"=4' V
SANITARY SEWER PROFILE:
MH-3 TO MH-1 (EX)
SCALE: 1"=20' H, 1"=4' V
SANITARY SEWER PROFILE:
HANGAR TO MH-2
SCALE: 1"=20' H, 1"=4' V
SANITARY SEWER PROFILE:
HANGAR TO MH-3
SCALE: 1"=20' H, 1"=4' V
SANITARY SEWER PROFILE:
HANGAR TO MH-7
SCALE: 1"=20' H, 1"=4' V
SANITARY SEWER PROFILE:
HANGAR TO MH-9
SCALE: 1"=20' H, 1"=4' VCU201
CU101 CU201
CU101
CU201
CU101
CU201
CU102
CU201
CU102 CU201
CU101
SDx
D x
SDx
S
D x
S
D x
S
D x
SDx SDx
SDx
SDx
S D x S
D x
S D x
X X X X X X X X X X X
SDx SDx SDx SDx
SDx SDx SDx SDx
SDx
S
D x
S D x
S D x
S D x
S D x
S D x
S
D x
S
D x
SDx SDx
S D x S
D x
SDx
S D x
S
D x
SDx
SDx
SDx
S
D x
S
D x
S
D x
O
R
M
O
R
M
S
T O
R M
S
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
S D x
S D x
X X
X X
X X
X
X X
X
XX
P A
R
R
E E
T
E
X T
E N
S I O
N
RAMP ROAD
PARIS STREET
RADIO
TOWER
CFL
C F
L C
F L
C F
L
CFL CFL CFL CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
CFL
C F
L
C F
L
C F
L
CFL CFL CFL CFL CFL CFL CFL CFL CFL
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L
CFL
CFL
CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
CE101
E& S
CO
NT
RO
L
PL
AN
PH
AS
E
P A
R
R
E E
T
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
PNN
SCALE: 1''=30'-0''
30 15 0 30
IP-1
INLET PROTECTION
- TYPE 1 (TYP)
COMPOST
FILTER LOG
(TYP)
COMPOST
FILTER LOG
(TYP)
STABILIZED
CONSTRUCTION
ENTRANCE
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
LEGEND
COMPOST
FILTER
LOG
INLET PROTECTION -
TYPE 2
STABILIZED
CONSTRUCTION
ENTRANCE
INLET PROTECTION -
TYPE 1
IP-1
IP-2
SCE
LIMITS OF
DISTURBANCE
CFL
STABILIZED
CONSTRUCTION
ENTRANCE
SCE
SCE
IP-2
IP-2
IP-2
IP-2
AutoCAD SHX Text T
AutoCAD SHX Text 0/W
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE101
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE101
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE101
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE101
AutoCAD SHX Text C-514
AutoCAD SHX Text
CE101
X X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X
X X
X X
X X
X X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
C
B
S
D
SD
SD
S
D
SD SD
S
D
S
D
S D
S D
S D
S D
S D
S D
S
D
S D
S D
S
D
S
D
S
D
S D
S D
S
D
S
D
SD
SD
SD
SD
SD
X X X X X X X X
S D
S D
SD
SD
SD
SD
SD
SD
R
R
E E
T
E
X T
E N
S I O
N
RAMP ROAD
PARIS STREET
RADIO
TOWER
CFL
C F
L C
F L
C F
L
CFL CFL CFL CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
CFL
C F
L
C F
L
C F
L
CFL CFL CFL CFL CFL CFL CFL CFL CFL
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L
CFL
CFL
CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
272728 28
CE102
E& S
CO
NT
RO
L
PL
AN
PH
AS
E
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
PNN
SCALE: 1''=30'-0''
30 15 0 30
MAINTENANCE HANGAR
FFE 26.70
PARIS STREET
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
COMPOST
FILTER LOG
(TYP)
INLET
PROTECTION -
TYPE 1 (TYP)
INLET
PROTECTION -
TYPE 2 (TYP)
STABILIZED
CONSTRUCTION
ENTRANCE
COMPOST
FILTER LOG
(TYP)
PERMANENT
SEED MIXTURE
NO. 7
IP-2
IP-2
IP-1
STABILIZED
CONSTRUCTION
ENTRANCE
LEGEND
COMPOST
FILTER
LOG
INLET PROTECTION -
TYPE 2
STABILIZED
CONSTRUCTION
ENTRANCE
INLET PROTECTION -
TYPE 1
IP-1
IP-2
SCE
LIMITS OF
DISTURBANCE
CFL
IP-2
IP-1
IP-1
IP-1
IP-2
SCE
SCE
IP-2
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
CE102
X X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X
X X
X X
X X
X X
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
C
B
S
D
SD
SD
S
D
SD SD
S
D
S
D
S D
S D
S D
S D
S D
S D
S
D
S D
S D
S
D
S
D
S
D
S D
S D
S
D
S
D
SD
SD
SD
SD
SD
X X X X X X X X
S D
S D
SD
SD
SD
SD
SD
SD
R
R
E E
T
E
X T
E N
S I O
N
RAMP ROAD
PARIS STREET
RADIO
TOWER
CFL
C F
L C
F L
C F
L
CFL CFL CFL CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
CFL
C F
L
C F
L
C F
L
CFL CFL CFL CFL CFL CFL CFL CFL CFL
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L C
F L
C F
L
CFL
CFL
CFL
C F
L C
F L
LIMIT OF
DISTURBANCE
(TYP)
272728 28
CE103
E& S
CO
NT
RO
L
PL
AN
PH
AS
E 2 W
IT
H
BI
D
OP
TI
ON
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
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W
B
U
R
U S
A
R M
Y
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N G
I N
E E
R
D
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T R
I C
T
C O
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S
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F
E
N G
I N
E E
R S
AN
R P
M
E L
I
I R Y
N G
E S I
D
NOT FOR
CONSTRUCTION
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
PNN
SCALE: 1''=30'-0''
30 15 0 30
MAINTENANCE HANGAR
FFE 26.70
PARIS STREET
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-2
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
IP-1
INLET
PROTECTION -
TYPE 1 (TYP)
INLET
PROTECTION -
TYPE 2 (TYP)
COMPOST
FILTER LOG
(TYP)
COMPOST
FILTER LOG
(TYP)
STABILIZED
CONSTRUCTION
ENTRANCE
PERMANENT
SEED MIXTURE
NO. 7
IP-2
IP-2
IP-1
STABILIZED
CONSTRUCTION
ENTRANCE
LEGEND
COMPOST
FILTER
LOG
INLET PROTECTION -
TYPE 2
STABILIZED
CONSTRUCTION
ENTRANCE
INLET PROTECTION -
TYPE 1
IP-1
IP-2
SCE
LIMITS OF
DISTURBANCE
CFL
IP-1
IP-1
IP-1
IP-2
IP-2
SCE
SCE
IP-2
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
AutoCAD SHX Text
CE102
AutoCAD SHX Text C-514
AutoCAD SHX Text
CE102
C-501
ST
AN
DA
RD
D
ET
AI
LS
M A
R K
D E
S C
R I P
T I O
N D
A T
E A
P P
R
1 2 3 4 5
A
B
C
D
PLATE REFERENCE
NUMBER
SHEET OF
P L O
T
D
A T
E
P L
A
L E
S U
B M
I T
T E
D
B
Y
D W
N
B
Y
D E
S I G
N E
D
B
Y
C K
D
B
Y
D A
T E
S I Z
E
E
F I L
E
N
A M
E
X
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C A
T E
G O
D
E
US ARMY CORPS
OF ENGINEERS
PHILADELPHIA
DISTRICT
D O
V E
R
A
R
S
E
A I R
C R
A F
T
M
A I N
T E
N A
N C
E
F
A C
I L
I T
Y
T
E D
W
B
U
R
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
1 2 3 4 5
P
M
A W
V R
J D
J P
W
RT
A
- 1 2 D
EC
CL
PAVEMENT
THICKNESS
(INCHES)
REINFORCEMENT TABLE 1
MINIMUM
REQUIRED AREA
OF STEEL (SQ.
INCHES/FOOT)
6-8
13-17
WELDED WIRE
FABRIC
9-12
18-20.5 0.123 #3 BARS @ 12" C.C.
6x6-W5.5xW5.5 6x6-W4.0xW4.0 6x6-W2.9xW2.90.048
0.072 0.102
NOTES:
1. USE FOR ALL CONCRETE SLABS WITH "R" THAT CONTAIN STRUCTURES. SEE THIS SHEET C506 FOR REINFORCEMENT FOR CONCRETE PANELS
WITHOUT STRUCTURES AND TABLE 1 FOR REBAR OF WWF.
2. WELDED WIRE FABRIC SHALL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED OR OTHERWISE SECURELY FASTENED TO PREVENT SEPARATION
DURING CONCRETE PLACEMENT.
3. PROVIDE 3" SEPARATION BETWEEN REINFORCEMENT AND EDGE OF SLAB
SCALE:
TYPICAL AIRFIELD APRON SLAB REINFORCEMENT AROUND STRUCTURES
N.T.S.
SCALE:
RIGID PAVEMENT FILLET DETAIL
N.T.S.
C-501CS101
C-506CP103
CL
REINFORCEMENT PER TABLE 1
THIS SHEET
2 #5 BARS x 48" LONG @ 6" O.C. T&B @
RE-ENTRANT CORNERS (TYP.) SEE
NOTES 1 AND 2. ALL SLABS WITH
STRUCTURES
AIRFIELD MANHOLE
OR STRUCTURE
W (APRON PANEL WIDTH)
W (A
PR
ON
P
AN
EL
ID
TH
FILLET
EXISTING
TRAFFIC
LANE
R. OF FILLET
THICKENED EDGE
AT ASPHALT
1'
MI
N.
2'
MA
X.
1/2" WIRE SPACING
OR 3" MAX
REINFORCEMENT TABLE 1
PAVEMENT
THICKNESS
(INCHES)
MINIMUM
REQUIRED AREA
OF STEEL (SQ.
INCHES/FOOT)
WELDED WIRE
FABRIC
6-8 0.048 6x6-W2.9xW2.9 9-12 0.072 6x6-W4.0xW4.0
13-17 0.102 6x6-W5.5xW5.5
18-20.5 0.123 #3 BARS @ 12" C.C.
0.6L
MIN.
THICKNESS
OF SLAB (T) DIAM LENGTH SPACING
3/4"<8" 8"-11.5"
12"-15.5" 16"-20.5"
1" 1-1/4" 1-1/2"
16" 16" 20" 20"
12" 12" 15" 18"
DOWEL BAR SIZE - TABLE 2
SCALE:
AIRFIELD APRON PAVEMENT
PORTLAND CEMENT CONCRETE
N.T.S.
SCALE:
DOWEL BAR ASSEMBLY
N.T.S.
SCALE:
REINFORCED CONCRETE PAVEMENT
N.T.S.
SCALE:
DOWEL BAR LOCATIONS AND SIZES
N.T.S.
SCALE:
AIRFIELD WHEELPATH PAVEMENT
PORTLAND CEMENT CONCRETE
N.T.S.
NOTES:
1. SLABS INDICATED ON THE JOINT LAYOUT PLAN SHALL BE REINFORCED WITH STEEL REBAR OR WELDED WIRE FABRIC OF THE SIZES SHOWN. OTHER WELDED WIRE FABRIC SIZES MAY BE USED PROVIDED THE STEEL AREA ( SQUARE INCHES PER FOOT) IN THE LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT SHOWN IN TABLE 1 ON THIS SHEET FOR REINFORCEMENT LAYOUT AROUND STRUCTURES ON THE
AIRFIELD APRON.
2. WELDED WIRE FABRIC OR REBAR SHALL BE…
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