4a-Runway -100% Drawings_Part 9.pdf
PDF 14 MB Posted
- Solicitation number
- RFP 171 260000002245 3
- Issued by
- Michigan
About this file
This is a 100% Final Submittal design and construction document package for the Runway Encroachment Solution - Project #2 Airfield Improvements Task 1 at Selfridge Air National Guard Base in Michigan, prepared by the State of Michigan Department of Technology, State Facilities Administration, Design and Construction Division in Lansing. The project addresses runway encroachment mitigation through comprehensive airfield improvements including demolition and reconstruction of existing runway, overrun, blast pad, and approach lighting infrastructure across both the south and north runway systems. The document set contains detailed 100% design drawings with demolition site plans, utility plans, and typical sections covering stations 0+00 through approximately 207+90, with contractor work limits clearly delineated through coordinate-based reference points. Multiple match lines throughout the drawing set indicate continuity across sheets CD202 through CD217 for demolition plans and CD210 through CD217 for utility demolition plans. Existing conditions documented include pavements ranging from 3-inch to 18.6-inch Portland cement concrete and 3-9 inches of hot mix asphalt, with variable depths of base courses, subbase materials, and drainage systems. The drawings illustrate detailed removal sequences for concrete pavements using double sawcut methods, removal of existing communication, fiber optic, gas, water, and storm sewer lines, railroad removal, and security fence demolition along perimeter roads and approach areas.
The proposed construction specifications detail new pavement sections including 16.5-inch PCC runways with 4-inch stabilized drainage layers and 12-inch Portland cement-stabilized base courses, 3.5-inch hot mix asphalt overlays with variable 13-22 inch graded crushed aggregate base courses, and new runway edge lighting systems with in-pavement and elevated light bar configurations. Typical sections include proposed shoulder improvements with 3.5-inch HMA overlay, runway grading at 1.25-1% slopes, perimeter road construction with asphalt and aggregate base courses, and complete underdrain systems with 6-inch perforated corrugated plastic tubing. The project incorporates subgrade stabilization using 3x1 stone, salvaged topsoil placement with seeding and fertilizer, and flowable fill for abandoned utility locations. Existing maintenance roads and access routes are incorporated into the design with appropriate pavement sections specified. The drawings reference coordination with electrical systems for in-pavement conduits and light bar connections, waterline relocations associated with the Irwin Drain repositioning, and temporary culvert considerations during Rosso Highway relocation. Standard MDOT specifications and Michigan Department of Transportation special provisions govern material and installation requirements throughout the project scope.
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Text version
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FURNISHED WETLAND LIMIT (TYP.)
583583
584 584 585
6 582583
584587
581582
579580
589590
596 594
581 582
583583
584585
588589
FURNISHED WETLAND
LIMIT (TYP.)9
11+
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
N: 415702.2689 E: 13534007.6493
N: 415986.9841 E: 13534162.8045
N: 416129.8401 E: 13534247.0187
N: 416060.7870 E: 13534200.8829 N: 416295.6297
E: 13534371.4185
N: 415901.5255 E: 13533925.2597
N: 415847.2185 E: 13533875.2085 N: 416020.5660
E: 13534003.8705
N: 416041.8180 E: 13534015.8775 N: 416204.5030
E: 13534134.3212 N: 416498.5871 E: 13534357.9034
N: 415780.2134 E: 13533812.2730
N: 415898.6253 E: 13533923.5253
N: 416004.3891 E: 13533981.9656
N: 416208.9981 E: 13534135.6253
N: 416417.7281 E: 13534299.4850 N: 416492.5390
E: 13534365.1812
N: 415746.6274 E: 13534032.7167
N: 415801.9433 E: 13534062.6088
N: 415802.3158 E: 13533830.6777
JONES DRAIN
N: 416413.0792 E: 13534301.5341
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DEMOLITION SITE PLANC1
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1. STRIP SOD AND TOPSOIL.
2. REMOVE GRAVEL.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
CD202
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GRASS
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21+
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
N: 416456.5225 E: 13534408.5207
N: 416648.9466 E: 13534490.8710
N: 416499.8463 E: 13534356.8518
N: 416822.0337 E: 13534796.9762
N: 416832.9865 E: 13535202.4839
N: 416412.2300 E: 13534461.8190
N: 416642.5035 E: 13534780.4575
N: 416685.7021 E: 13535181.4526
N: 416498.8930 E: 13534358.0045
N: 416603.4319 E: 13534440.9338
N: 416713.7025 E: 13534567.5985 N: 416820.7920
E: 13534823.6515
N: 416847.7310 E: 13535030.8404
N: 416830.3485 E: 13535202.1072
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DEMOLITION SITE PLAND1
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1. STRIP SOD AND TOPSOIL.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
CD202
CD203
CD204
CD205
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CD209
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SHEET 132 OF 467
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BH#06 BH#07
BH#08
579581
583 584
582583
589588
7 58
578 579 580 581 582 583 584 585 586 587
584585586
580 581 582
58727
31+
00 33
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
N: 416641.6320 E: 13535352.7430
N: 416669.7332 E: 13535251.1660
N: 416685.7021 E: 13535181.4526
N: 416456.7540 E: 13535635.9327
N: 416556.4623 E: 13535499.0836
N: 416223.5403 E: 13535850.1952
N: 416785.9802 E: 13535353.7799
N: 416832.9865 E: 13535202.4839
N: 416756.1086 E: 13535462.0120 N: 416697.0487
E: 13535574.1742 N: 416530.5574 E: 13535748.9079
N: 416353.7818 E: 13535908.5348
N: 416312.7599 E: 13535947.3472
N: 416658.9335 E: 13535488.1131
N: 416582.9121 E: 13535574.4967
N: 416524.1809 E: 13535640.9523
N: 416448.6706 E: 13535719.0646
N: 416354.1417 E: 13535808.2197
N: 416261.2978 E: 13535891.3096
N: 416695.4425 E: 13535516.2036
N: 416631.7530 E: 13535620.5866
N: 416581.2894 E: 13535682.6423
N: 416479.5889 E: 13535778.8085
N: 416382.2783 E: 13535869.0109
N: 416305.2921 E: 13535939.2155
N: 416808.4137 E: 13535286.7590
N: 416830.3485 E: 13535202.1072
N: 416753.7687 E: 13535456.8036
N: 416666.4611 E: 13535612.4621
N: 416519.4174 E: 13535759.7538
N: 416414.7145 E: 13535845.1718
N: 416782.1219 E: 13535349.8402
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KEY PLAN
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CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
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SHEET 133 OF 467
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FU
RNISHED W
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581582
582 582583584585
578578
580 581
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579 580 581 582 583 584 585 586 58
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46 +
0 + 00
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2 + 00
3 + 00
4 + 00
4 + 58
.8
.8
.5
CONTRACTOR WORK LIMITS
N: 415969.9226 E: 13536083.2037
N: 416223.2479 E: 13535850.4638
N: 415966.9710 E: 13536145.7133
N: 415942.3028 E: 13536168.8768
N: 415868.0438 E: 13536198.1493
N: 416261.0187 E: 13535891.5507
N: 416305.0443 E: 13535939.4416
N: 416310.6970 E: 13535945.5905
N: 416312.5203 E: 13535947.5739
N: 416207.5449 E: 13536046.8951 N: 415958.1908
E: 13536276.8275
N: 415843.4165 E: 13536398.8253
N: 415771.4907 E: 13536561.6872
N: 415808.1422 E: 13536485.9501
N: 415739.2429 E: 13536593.9486
FALCON ROAD CONST. C.L.
N: 416166.5120 E: 13535973.1521
N: 416006.8583 E: 13536110.9283
N: 415817.7741 E: 13536296.7959
N: 415839.0678 E: 13536363.0838
N: 415551.9927 E: 13536519.3389
N: 415743.5715 E: 13536555.5981
N: 415881.5176 E: 13536323.1237
N: 416126.6141 E: 13536103.8058
N: 416007.3145 E: 13536251.8816
N: 416082.1710 E: 13536153.0165
N: 415979.6795 E: 13536285.3569
N: 415908.9248 E: 13536328.3248N: 415877.3311
E: 13536359.3706
N: 415771.7221 E: 13536551.1750
N: 415737.5400 E: 13536593.2701
N: 415807.1460 E: 13536155.1260
N: 415770.9650 E: 13536144.1260
N: 415708.5113 E: 13536150.9200
N: 415465.6376 E: 13536116.4744
N: 415460.7967 E: 13536172.3989
N: 415531.1480 E: 13536125.5643
N: 415534.1307 E: 13536182.5743
N: 415516.6608 E: 13536006.7814
N: 415524.8060 E: 13536006.7696
N: 415514.7124 E: 13535965.1169
N: 415682.0853 E: 13536133.3287
N: 415662.9767 E: 13536129.4242
N: 415631.9341 E: 13536151.3691
2RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
N: 415807.3391 E: 13536330.5398
N: 415808.9445 E: 13536352.7144
N: 416009.3852 E: 13536253.2481
N: 416004.0130 E: 13536229.6998
N: 415978.8199 E: 13536282.0929
N: 415957.1799 E: 13536274.0041
N: 415860.3515 E: 13536369.6286
N: 415784.3925 E: 13536520.8800
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION SITE PLANA1
PLAN
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
M
ATCH LINE SEE SHEET CD207
TRUE N
ST
A
+0
TO
S
TA
5+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
S
IT
E
PL
AN
CD206
1. REMOVE ASPHALT AND BASE COURSE.
2. STRIP SOD AND TOPSOIL.
3. REMOVE CONCRETE.
4. REMOVE RAILROAD. SEE DETAIL F9, SHEET CP401.
5. REMOVE GRAVEL.
6. REMOVE PERIMETER SECURITY FENCE.
7. REMOVE AIRFIELD SECURITY FENCE & CONCRETE.
MATCH LINE SEE SHEET #####
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
PERIMETER ROAD CONST. C.L.
CD202
CD203
CD204
CD205
CD206
CD208
CD209
SHEET 134 OF 467
SD SD SD SD
W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
GRAVELGRAVEL
ASPH
ASPH
BRUSH
GRASS
G G G G G G G G G G G GGGGG
6" C.L. FENCE
8' C.L. FENCE W/BARBED WIRE
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C.L. FENCE W/BARBED WIRE
G G
G
GRAVEL GRAVEL
BH#10
ASPH
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G
6"
6"6" 6"
6" 6"
6" 6"
36" 36"
12"
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
6"
576577
578 577
576576
576578
578576
576577
44+
00 47
51+
CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
CANADIAN NATIONAL RAILROAD
PERIMETER ROAD
D O
O
LI
TT
LE
D R
PERIMETER ROAD CONST. C.L.
N: 415577.8894 E: 13536988.4661
N: 415696.4532 E: 13536987.4265
N: 415681.0281 E: 13536749.4635
N: 415739.2429 E: 13536593.9486
N: 415559.0780 E: 13536652.9227
N: 415551.9927 E: 13536519.3389
N: 415566.0605 E: 13536652.5447 N: 415582.2803
E: 13536987.9613
N: 415693.3975 E: 13536981.4508
N: 415736.3401 E: 13536592.7920
N: 415688.6321 E: 13536739.3789
N: 415699.6587 E: 13536668.2215
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
DEMOLITION SITE PLANG1
PLAN
NORTH
40' 80'0
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CD
TRUE N
ST
A
+0
TO
S
TA
0+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
S
IT
E
PL
AN
CD207
1. REMOVE ASPHALT AND BASE COARSE.
2. STRIP SOD AND TOPSOIL.
3. REMOVE RAILROAD. SEE DETAIL F9/CP401.
4. REMOVE PERIMETER SECURITY FENCE.
5. REMOVE AIRFIELD SECURITY FENCE & CONCRETE.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
CD202
CD203
CD204
CD205
CD206
CD208
CD209
SHEET 135 OF 467
W
W
W
W
W
W
W
W
W W W
W W
W W
W W
W
W
W W
W W
W W W W W W W W W W W W W W W W W W
FO FO FO FO FO FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
W
W
W
W
W
W
W
W
W
W
W
COMM COMM COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
M
CO
M
M
C O
M M
C O
M M
W
W
AS
PH
AS
PH
GRASS
GRASS
G G
G G
G G
G G
G G
G G
G G
G G
G G
GGGG
TAX PARCEL No.
17-12-06-200-001
C
C
(R)
ASPH
CONC
ASPH
DD
84" SD
6" C
.L . F
EN
C
E
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G
G
G G G G G G G G G G G G G 6"
6" 6"
6" 6" 6" 6" 6"
6"
6"
6"
6"
6"
6"
16"
16"
16"
16"
16"
16"
16"
16"
36" 36" 30" 30" 30" 30" 30"
16"
16"
8"
8"
8"
8"
8"
6" 6"
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
584 583 582581 580
578 577 576 575
580582581581
578579
586587
9 58
5 58
5 TU
CK
ER
J
ON
ES
D
RA
IN
11+ 00
12 + 00
EX PERIMETER ROAD
SU
G
AR
BU
SH
R
D. N: 415386.4279 E: 13534406.0033
N: 415373.8991 E: 13534033.6645
N: 415447.6126 E: 13534551.3920
N: 415521.4605 E: 13534025.5778
N: 415471.2571 E: 13534997.1773
N: 415571.7078 E: 13534991.6723
SCALE: 1" = 40'
DEMOLITION SITE PLANA1
PLAN
NORTH
40' 80'0
TR
U
E N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
1. REMOVE ASPHALT AND BASE COARSE.
2. REMOVE CONCRETE.
3. STRIP SOD AND TOPSOIL.
4. REMOVE RAILROAD. SEE DETAIL F9/CP401.
5. REMOVE PERIMETER SECURITY FENCE.
6. REMOVE AIRFIELD SECURITY FENCE & CONCRETE.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
EX
IS
TI
N
G P
ER
IM
ET
ER
R O
AD
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
S
IT
E
PL
AN
CD208
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
CD202
CD203
CD204
CD205
CD206
CD208
CD209
CD207
MATCH LI
NE SEE SHEET C
D20
SHEET 136 OF 467
W
W W
W W
W
W
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
C O
M M
C O
M M
C O
M M
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM
W
E E
E E
E E
E E
E E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E
E
EE
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
H
H
E E
E
EP
GRASS
G
E
E
E
C
E
C
G G G G G G G G G G G G G G G G G G G G
E
E
E
6" S
D
CONC. DUCT BANK (TYP.)
GRAVEL
D
GRAVEL
D
8' C.L. FENCE W/BARBED WIRE
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING 8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
8' C.L. FENCE W/BARBED WIRE
APPROACH LIGHTS (TYP.)
G G G G G G G G G G G G G G G G G G G G G GG G G G G G G G G G G G G G G G G G G G G 6" 6" 6" 6" 6" 6"
6" 6" 6" 6" 16" 16" 16" 16"
30" 30" 30" 30" 30" 30"30"30"
16" 16"
FURNISHED WETLAND LIMIT (TYP.)
580580580
578 578 576 577
578578 580 580
581 580 57
582 580
CONTRACTOR WORK LIMIT
1EX. PERIMETER ROAD
N: 415471.2571 E: 13534997.1773
N: 415571.7078 E: 13534991.6723
N: 415418.8711 E: 13535611.1869
N: 415503.9290 E: 13535734.5265
N: 415514.7124 E: 13535965.1169
N: 415522.5739 E: 13535964.6861
N: 415621.9562 E: 13535959.23975
N: 415493.2294 E: 13535411.4347
N: 415490.4295 E: 13535358.6463
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION SITE PLANA1
PLAN
NORTH
40' 80'0
TR
U
E N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
1. REMOVE ASPHALT AND BASE COARSE.
2. REMOVE GRAVEL.
3. STRIP SOD AND TOPSOIL.
4. REMOVE RAILROAD. SEE DETAIL F9/CP401.
5. REMOVE PERIMETER SECURITY FENCE.
6. REMOVE AIRFIELD FENCE & CONCRETE.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
EX
IS
TI
N
G P
ER
IM
ET
ER
R O
AD
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
S
IT
E
PL
AN
CD209
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
CONCRETE REMOVAL
RAILROAD REMOVAL
REMOVE GRAVEL
BITUMINOUS
PAVEMENT REMOVAL
STRIP SOD & TOPSOIL
DEMOLITION LINE
CONTRACTOR WORK LIMITS
REMOVE LINEAR FEATURE
CD202
CD203
CD204
CD205
CD206
CD208
CD209
SHEET 137 OF 467
FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFO
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM COMM COMM COMM COMM COMM COMM COMM
ASPH
ASPH
GRASS
8' C.L. FENCE W/BARBED WIRE
144" X 96"
" C
O N
C . C
&G
30" CONC. C&G
CONC.
BH#01
ASPH
ASPH
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G G G G G G
G
G G G G G G
G G G G G G G G G G G G G G G G G G G G G
6" 6" 6" 6"
6" 6" 6" 6"
6"
6"
6"
6"2"
24"
6" SD
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
582583 580 579 578 578577
583 584
579580
578578
584 585
5 584
582583580 576577
582584
586588
CONTRACTOR WORK LIMITS
1+
7 +
8 + 00
9 + 00
0 + 00
1+ 00
2 + 00
3 + 00
4 + 00
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED ROSSO HWY
EXISTING IRWIN DRAIN
PERIMETER ROAD
CONST. C.L.
SUGARBUSH SERVICE
DRIVE CONST. C.L.
CANADIAN NATIONAL RAILROAD
N: 415372.6185 E: 13533132.3856
N: 415571.3514 E: 13533702.6537
N: 415480.5087 E: 13533333.0248
N: 415505.9399 E: 13533545.3579
N: 415401.8196 E: 13533622.4401
RELOCATED IRWIN DRAIN
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
SCALE: 1" = 10'
DEMOLITION UTILITY PLANE1
PLAN
NORTH
10' 80'0
TR
U
E N
MATCH LINE SEE SHEET CD210
ST
A
0+
T O
S
TA
+0
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD210
1. REMOVE COMMUNICATION LINE.
2. REMOVE FIBER OPTIC LINE.
3. REMOVE GAS LINE.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
CD215
SHEET 138 OF 467
W W
W W
W W
W W
W W
W W
W W
W
W
W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
FO
FO
W W
W W
COMM
COMM
COMM
COM
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
COMM
COMM
W
STANDING W
ATER
GRASS
GRASS
GRASS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C
6" C.L. FENCE
BH#02
BH#03
ASPH
6" C.L. FENCE
(POSSIBLE SD-NO RECORDS)
6"
6"
6"
6"
6"
16"
16"
16"
16"
16"
8"
W W
W W
W W
W W
W W
FURNISHED WETLAND LIMIT (TYP.)
583583
584 584 585
584587
581582
579580
589590
596 594
581 582
584585
588589
FURNISHED WETLAND
LIMIT (TYP.)9
11 +
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
N: 415871.0768 E: 13533923.6312N: 415862.5801
E: 13533914.2065
N: 415871.0768 E: 13533923.6312 N: 415871.0768 E: 13533923.6312
N: 416400.0558 E: 13534452.0153
TUCKER JONES DRAIN
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION UTILITY PLANG1
PLAN
NORTH
40' 80'0
TRUE N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
ST
A
9+
T O
S
TA
8+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD211
1. REMOVE CHAIN LINK FENCE.
2. REMOVE COMMUNICATION LINE.
3. REMOVE GAS LINE.
4. REMOVE WATER LINE.
5. REMOVE STORM SEWER.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
CD215
MATCH LINE SEE SHEET CD216
SHEET 139 OF 467
W
W
W
W
W
W
W W
W W
W W
W W W W W W W W W W
W W
W W
W
W
W
W
W
W
W
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
STANDING WATER
GRASS
E
E
E
BH#04
BH#05
AS
PH
D
(P O
SS
IB
LE
S
D -N
O R
EC
O
R D
S)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
4 58
586 586
586 585
584583
21+
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
N: 416591.6289 E: 13534441.4838
N: 416820.7920 E: 13534823.6515
TU
CK
ER
JO
NE
S
DR
AI
N
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION UTILITY PLAND1
PLAN
NORTH
40' 80'0
TR
UE
N
M
ATCH LINE SEE SHEET CD211
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CD
ST
A
+0
TO
S
TA
7+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD212
1. REMOVE STORM SEWER.
2. REMOVE WATER MAIN.
3. REMOVE ELECTRICAL LINES. SEE AIRFIELD ELECTRICAL
SHEETS.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
SHEET 140 OF 467
W
W
W W
W W
W W
W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
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
BH#06 BH#07
BH#08
579581
583 584
582583
589588
7 58
578 579 580 581 582 583 584 585 586 587
584585586
580 581 582
58727
31+
00 33
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
PERIMETER ROAD CONST. C.L.
CONTRACTOR WORK LIMITS
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION UTILITY PLANF1
PLAN
NORTH
40' 80'0
M
ATCH LINE SEE SHEET CD212 M
AT
C
H L
IN
E
SE
E
SH
EE
T C
D
TRUE N
ST
A
+0
TO
S
TA
6+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD213
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
SHEET 141 OF 467
SD
SD
SD
WW
W
W
W
W
W
W W
W W
W W
W W
W W
W W W W W W W W
W
W
W
W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
W
COMM
COMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
W
GRAVEL
GRAVEL
CONC
CONC
FA
LC
ON R
D. GRASS
GRASS
GRASS
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
8' C.L.
F
ENCE W
/B
ARBED W
IR
EGRAVEL
BH#0
BH#0
BH#1
GR
AV
EL
GRAVEL
GRAVEL
ASPH
ASPH
8' C.L.
F
ENCE W
/B
ARBED W
IR
E &
C
ONC. F
OOTI
NG
8' C.L.
F
ENCE W
/B
ARBED W
IR
E &
C
ONC. F
OOTI
NG
" S
D
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
6"
6"
6"
6"
6"
6"
6"
6"
6"
" S
D
" S
D
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
FU
RNISHED W
ETL
AND LI
MIT
(TY
P.)
FU
RNISHED W
ETL
AND LI
MIT
(TY
P.)
581582
582 582583584585
578578
580 581
4 57
582583584585
577577
579 580 581 582 583 584 585 586 58
41+
46 +
0 + 00
1+ 00
2 + 00
3 + 00
4 + 00
4 + 58
.8
.8
.5
CONTRACTOR WORK LIMITS
FALCON ROAD CONST. C.L.
RELOCATED IRWIN DRAIN
RELOCATED ROSSO HWY
N: 415729.0714 E: 13536556.3303
N: 415794.6336 E: 13536510.7691
N: 415805.3307 E: 13536438.8179
N: 415936.6102 E: 13536263.5611N: 416022.6620
E: 13536212.7307
N: 415685.3209 E: 13536364.9567
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION UTILITY PLANA1
PLAN
NORTH
40' 80'0
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
M
ATCH LINE SEE SHEET CD215
TRUE N
ST
A
+0
TO
S
TA
5+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD214
1. TEMPORARY CULVERT IS ANTICIPATED TO BE
CONSTRUCTED AS PART OF THE RELOCATION OF ROSSO
HIGHWAY. CONTRACTOR SHALL REMOVE END SECTIONS
IN IRWIN DRAIN, AND ABANDON CULVERT WITH
NON-STRUCTURAL FLOWABLE FILL. CONTRACTOR IS TO
CONFIRM PIPE SIZE AND LENGTH PRIOR TO
CONSTRUCTION. FOR PURPOSES OF BIDDING ASSUME
NON-STRUCTURAL FLOWABLE FILL FOR 200' of 24" CMP.
NON-STRUCTURAL FLOWABLE FILL SHALL MEET MICHIGAN
DEPARTMENT OF TRANSPORTATION (MDOT) SPECIAL
PROVISION FOR NON-STRUCTURAL FLOWABLE FILL
(20RC205-A590-02).
2. CONTRACTOR IS RESPONSIBLE FOR STAGING
CONSTRUCTION. PROTECTIVE MEASURES ARE REQUIRED
ALONG THE NEW PERIMETER FENCING WHERE CULVERTS
ARE GREATER THAN 10". AT NO POINT SHALL THE 24" PIPE
BE OPEN UNDER THE PERIMETER FENCE WITHOUT
PROTECTIVE END COVERINGS. SUCH BARRIER
PENETRATIONS REQUIRE SECURE FASTENED GRILLS TO
PREVENT FORCED ENTRY PENETRATION RESISTANCE
EQUAL TO THAT OF THE FENCE.
3. A PORTION OF THE TEMPORARY CULVERT AND HEADWALL
WILL NEED TO BE REMOVED TO CONSTRUCT THE
DRAINAGE DITCH ON THE SOUTH SIDE OF PERIMETER
ROAD. CONTRACTOR WILL NEED TO VERIFY FIELD
CONDITIONS TO DETERMINE REMOVAL QUANTITIES. FOR
PURPOSES OF BIDDING ASSUME 100' OF 24" CMP
REMOVAL.
4. REMOVE GAS LINE.
5. REMOVE 16" WATER LINE.
6. REMOVE FIBER OPTIC LINE.
7. REMOVE COMMUNICATION LINE.
8. REMOVE STORM SEWER.
MATCH LINE SEE SHEET CD217
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
PERIMETER ROAD CONST. C.L.
CD210
CD211
CD212
CD213
CD214
CD216
CD217
SHEET 142 OF 467
SD SD SD SD
W
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
W W
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
GRAVELGRAVEL
ASPH
ASPH
BRUSH
GRASS
G G G G G G G G G G G GGGGG
6" C.L. FENCE
8' C.L. FENCE W/BARBED WIRE
8' C
.L . F
EN
C
E W
/B
AR
BE
D
W
IR
E
C O
N C
. F O
O
TI
N G
8' C.L. FENCE W/BARBED WIRE
G G
G
GRAVEL GRAVEL
BH#10
ASPH
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G
6"
6"6" 6"
6" 6"
6" 6"
36" 36"
12"
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
6"
576577
578 577
576576
576578
578576
576577
44+
00 47
51+
CONTRACTOR WORK LIMITS
CONTRACTOR WORK LIMITS
RELOCATED ROSSO HWY
RELOCATED IRWIN DRAIN
CANADIAN NATIONAL RAILROAD
PERIMETER ROAD
D O
O
LI
TT
LE
D R
PERIMETER ROAD CONST. C.L.
4 5
N: 415592.9284 E: 13536974.6619
N: 415576.7564 E: 13536834.6643
N: 415674.2581 E: 13536731.7156
N: 415602.0127 E: 13536612.4160
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
G
ET
SCALE: 1" = 40'
DEMOLITION UTILITY PLANG1
PLAN
NORTH
40' 80'0
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CD
TRUE N
ST
A
+0
TO
S
TA
0+
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD215
1. REMOVE FIBER OPTIC LINE.
2. REMOVE COMMUNICATION LINE.
3. REMOVE GAS LINE.
4. TEMPORARY CULVERT IS ANTICIPATED TO BE
CONSTRUCTED AS PART OF THE RELOCATION OF ROSSO
HIGHWAY. CONTRACTOR SHALL REMOVE END SECTIONS
IN IRWIN DRAIN, AND ABANDON CULVERT WITH
NON-STRUCTURAL FLOWABLE FILL. CONTRACTOR IS TO
CONFIRM PIPE SIZE AND LENGTH PRIOR TO
CONSTRUCTION. FOR PURPOSES OF BIDDING ASSUME
NON-STRUCTURAL FLOWABLE FILL FOR 200' of 24" CMP.
NON-STRUCTURAL FLOWABLE FILL SHALL MEET MICHIGAN
DEPARTMENT OF TRANSPORTATION (MDOT) SPECIAL
PROVISION FOR NON-STRUCTURAL FLOWABLE FILL
(20RC205-A590-02).
5. CONTRACTOR IS RESPONSIBLE FOR STAGING
CONSTRUCTION. PROTECTIVE MEASURES ARE REQUIRED
ALONG THE NEW PERIMETER FENCING WHERE CULVERTS
ARE GREATER THAN 10". AT NO POINT SHALL THE 24" PIPE
BE OPEN UNDER THE PERIMETER FENCE WITHOUT
PROTECTIVE END COVERINGS. SUCH BARRIER
PENETRATIONS REQUIRE SECURE FASTENED GRILLS TO
PREVENT FORCED ENTRY PENETRATION RESISTANCE
EQUAL TO THAT OF THE FENCE.
6. A PORTION OF THE TEMPORARY CULVERT AND HEADWALL
WILL NEED TO BE REMOVED TO CONSTRUCT THE
DRAINAGE DITCH ON THE SOUTH SIDE OF PERIMETER
ROAD. CONTRACTOR WILL NEED TO VERIFY FIELD
CONDITIONS TO DETERMINE REMOVAL QUANTITIES. FOR
PURPOSES OF BIDDING ASSUME 100' OF 24" CMP
REMOVAL.
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
SHEET 143 OF 467
W
W
W
W
W
W
W
W
W W W
W W
W W
W W
W
W
W W
W W
W W W W W W W W W W W W W W W W W W
FO FO FO FO FO FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
W
W
W
W
W
W
W
W
W
W
W
COMM COMM COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
M
CO
M
M
C O
M M
C O
M M
W
W
AS
PH
AS
PH
GRASS
GRASS
G G
G G
G G
G G
G G
G G
G G
G G
G G
GGGG
TAX PARCEL No.
17-12-06-200-001
C
C
(R)
ASPH
CONC
ASPH
DD
84" SD
6" C
.L . F
EN
C
E
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G
G
G G G G G G G G G G G G G 6"
6" 6"
6" 6" 6" 6" 6"
6"
6"
6"
6"
6"
6"
16"
16"
16"
16"
16"
16"
16"
16"
36" 36" 30" 30" 30" 30" 30"
16"
16"
8"
8"
8"
8"
8"
6" 6"
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
584583 582581 580
578 577 576 575
580582581581
578579
586587
9 58
5 58
5 TU
CK
ER
J
ON
ES
D
RA
IN
11+ 00
12 + 00
EX PERIMETER ROAD
SU
G
AR
BU
SH
R
D.
1 1
EX. ROSSO HWY W/ PAVEMENT
SURFACE REMOVED
SCALE: 1" = 40'
DEMOLITION UTILITY PLANA1
PLAN
NORTH
40' 80'0
TR
U
E N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
1. REMOVE GAS LINE.
2. REMOVE FIBER OPTIC LINE.
3. REMOVE STORM LINE.
4. REMOVE COMMUNICATION LINE.
5. REMOVE WATER LINE.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
EX
IS
TI
N
G P
ER
IM
ET
ER
R O
AD
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD216
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
CD210
CD211
CD212
CD213
CD214
CD216
CD217
CD215
MATCH LI
NE SEE SHEET C
D21
SHEET 144 OF 467
W
W W
W W
W
W
W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
C O
M M
C O
M M
C O
M M
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM COMM COMM COMM
W
E E
E E
E E
E E
E E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E
E
EE
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
H
H
E E
E
EP
GRASS
G
E
E
E
C
E
C
G G G G G G G G G G G G G G G G G G G G
E
E
E
6" S
D
CONC. DUCT BANK (TYP.)
GRAVEL
D
GRAVEL
D
8' C.L. FENCE W/BARBED WIRE
8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING 8' C.L. FENCE W/BARBED WIRE & CONC. FOOTING
8' C.L. FENCE W/BARBED WIRE
APPROACH LIGHTS (TYP.)
G G G G G G G G G G G G G G G G G G G G G GG G G G G G G G G G G G G G G G G G G G G 6" 6" 6" 6" 6" 6"
6" 6" 6" 6" 16" 16" 16" 16"
30" 30" 30" 30" 30" 30"30"30"
16" 16"
FURNISHED WETLAND LIMIT (TYP.)
580580580
578 578 576 577
578578 580 580
581 580 57
582 580
CONTRACTOR WORK LIMIT
EX. PERIMETER ROAD1
1 2
6 6
EX. ROSSO HWY W/ PAVEMENT
SURFACE REMOVED
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
KL
J
SH
G
EL
W
DR
P
Y
1/
0.
JL
M
FI
LE
N
O
JU
N
E 8, AN
SI
D
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
EX
TE
N D
N O
R
TH
O
VE
R R
U N
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
DEMOLITION UTILITY PLANA1
PLAN
NORTH
40' 80'0
TR
U
E N
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
1. REMOVE GAS LINE.
2. REMOVE WATER LINE.
3. REMOVE COMMUNICATION LINE.
4. REMOVE ELECTRICAL LINE. SEE AIRFIELD ELECTRICAL
SHEETS.
5. REMOVE FIBER OPTIC LINE.
6. REMOVE STORM SEWER.
M
AT
C H
L
IN
E
SE
E
SH
EE
T
C D
EX
IS
TI
N
G P
ER
IM
ET
ER
R O
AD
PE
R
IM
ET
ER
R O
AD
D
EM
O
LI
TI
O N
U
TI
LI
TY
P
LA
N
CD217
SHEET KEYNOTES
KEY PLAN
SHEET LEGEND
REMOVE LINEAR FEATURE
CONTRACTOR WORK LIMITS
CD210
CD211
CD212
CD213
CD214
CD216
CD217
SHEET 145 OF 467
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
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SHEET OF 467
MI ANGB
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, ST
AT
E
FA
C
IL
IT
IE
S
AD
M
IN
IS
TR
AT
IO
N D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
LA
N C
IN
G
, M
IC
H
IG
AN
M
AN
AG
EM
EN
T, A N
D B
U D
JU
N E
5, AN
SI
D
M
EA
D
H U
N T, IN
C
D
EM
IN
G W
AY
M
ID
D
LE
TO
N , W
I
SE
LF
R
ID
G E
AI
R
N
AT
IO
N
AL
G
U
AR
D B
AS
E, M
IC
H
IG
AN
R
U N
W
AY
E N
C R
O
AC
H M
EN
T
SO
LU
TI
O
N
PR
O
JE
C
T #2
AI
R
FI
EL
D
IM
PR
O
VE
M
EN
TS
TA
SK
M C
C A
M
IT
IG
AT
E R
U N
W
AY
E N
C R
O
AC
H M
EN
T
Y
TY
PE
B -3
0% F
IN
AL
S U
BM
IT
TA
L
M
JR
D
LU
PA
B
D R
P
EX
IS
TI
N G
T
YP
IC
AL
S
EC
TI
O
N S
CP301
3"-3.5"± AC
8"± GRADED CRUSHED AGGREGATE BASE COURSE OR CEMENT
STABILIZED BASE
12"± LIME MODIFIED SUBGRADE OR CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS AND APE)
200'
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
RUNWAY
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
150'
RUNWAY
150'
RUNWAY
14"-14.5"± PCC
3"-4"± DRAINAGE LAYER (STABILIZED W/ EITHER CEMENT OR ASPHALT)
13"-17"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS AND APE)
EXISTING SUBGRADE, SP-SM, SM, OR CL
3"± AC
6-18"± VARIABLE DEPTH GRADED CRUSHED AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS)
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
SHOULDER VARIES
15' TO 25'
SHOULDER VARIES
15' TO 25'
25'
14"-14.5± PCC
4"± DRAINAGE LAYER (STABILIZED W/ EITHER CEMENT OR ASPHALT)
12"-14"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS AND APE)
12"± LIME MODIFIED SUBGRADE OR CEMENT STABILIZED SUBGRADE
3"± AC
6-18"± VARIABLE DEPTH GRADED CRUSHED AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS)
(VERIES FROM 187.5' TO 4' AT FILLETS) 25'
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
18.6"± PCC THICKENED EDGE
EXISTING (PER AS-BUILTS)
18.6" ± PCC THICKENED EDGE
(PER AS-BUILTS) EXISTING
EXISTING SOUTH HAMMERHEAD SECTION SHOWN FOR REFERENCE ONLY
REMOVE THIS PORTION
OF PAVEMENT FIRST
SECOND FULL DEPTH SAWCUT
(WHEEL TYPE SAW WITHIN 1.5-INCH
KERF RELIEF CUT)
PAVEMENT TO BE CAREFULLY REMOVED
AFTER ADJACENT PAVEMENT IS REMOVED FIRST
INITIAL FULL DEPTH SAWCUT AT LOCATION SHOWN IN PLAN SET
(DIAMOND TYPE SAW) CUT 1" INTO EXISTING PAVEMENT TO REMAIN
PROTECT EDGE FROM DAMAGE24" MIN.
EXISTING PAVEMENT TO REMAIN
EXISTING DEMOLITION GENERAL NOTES:
1) SEE SHEETS CD101 TO CD119 FOR LOCATIONS.
2) CONCRETE TO BE DOUBLE SAWCUT FOR REMOVAL, FIRST SAWCUT TO BE FULL DEPTH AT LOCATION SHOWN, WITH THE FINAL FULL DEPTH SAWCUT A MINIMUM OF 24" INTO AREA TO BE REMOVED AND PARALLEL TO FIRST SAWCUT. THE 24" SECTION TO BE PULLED
AWAY FROM EDGE AFTER ALL OTHER REMOVALS HAVE BEEN COMPLETED. (SEE DETAIL BELOW)
3) IF NEW SAWCUT EDGE IS DAMAGED DURING CONSTRUCTION, IT IS TO BE SAWCUT AGAIN AT (FULL DEPTH) FULL LENGTH TO REMOVE DAMAGED AREA. SAWCUT, REMOVAL, AND EXTRA MATERIALS REQUIRED TO REPLACE THE DAMAGED AREA WILL BE DONE
AT NO COST TO THE GOVERNMENT.
4) CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT UNDERMINING OF EXISTING PAVEMENTS. IF UNDERMINING OCCURS, THE EXISTING PAVEMENT IS TO BE SAWCUT BACK AT THE REQUIRED DISTANCE TO REMOVE UNDERMINED AREA. ALL COSTS ASSOCIATED WITH SAWCUTTING, REMOVAL, AND NEW PAVEMENT IN ADDITIONAL AREA WILL BE DONE AT NO COST TO THE
GOVERNMENT.
5) CONCRETE INFORMATION OBTAINED FROM PREVIOUS AS-BUILTS, AIRFIELD PAVEMENT EVALUATION (APE) REPORT, AND
GEOTECHNICAL REPORT.
SLAB ROW WITH EXISTING
IN-PAVEMENT EDGE LIGHTS
14"-14.5"± PCC
3"-3.5"± DRAINAGE LAYER (STABILIZED W/ EITHER CEMENT OR ASPHALT)
13"-14"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS AND APE)
EXISTING SUBGRADE, SP-SM, SM
EXISTING SUBGRADE, SM OR CH
RELIEF CUT REQUIRED FOR REMOVAL OF CONCRETE PAVEMENT ADJACENT TO PAVEMENT TO REMAINK11 SCALE: NTS EXISTING SOUTH BLAST PADK1 SCALE: NTS STA 88+00 - 90+00
EXISTING SOUTH OVERRUN AND HAMMERHEADE3 SCALE: NTS STA 90+00 - 95+50
EXISTING SOUTH RUNWAY AND OVERRUNA7 SCALE: NTS STA 95+50 - 115+00
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CP302
20'
EXISTING APPROACH LIGHT BAR
CONCRETE FOUNDATION
20'20'
8' 8'4'
14"± PCC
4"± DRAINAGE LAYER (STABILIZED
W/ EITHER CEMENT OR ASPHALT)
14"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS)
EXISTING SUBGRADE
EXISTING #3 DEFORMED BARS
@ 12" EACH WAY W/ GRID
OVERLAY OF 12"
4.
5"
7"
18.5"± PCC THICKENED EDGE
TAPERED DRAINAGE LAYER
18.5"± CEMENT STABILIZED
SUBBASE THICKENED EDGE
(PER AS-BUILTS) EXISTING
A A
SECTION A-A PLAN VIEW
EXISTING APPROACH LIGHT BAR
CONCRETE FOUNDATION
EXISTING 4 - 7' LONG, #5 BARS
@ 6" 0.C. PLACED 3"± AND 9"±
FROM PAVEMENT SURFACE
EXISTING OVERRUN JOINTS
EXISTING OVERRUN PCC
PAVEMENT OR BLAST PAD
ASPHALT PAVEMENT
EXISTING TURFED
GROUND
4"± TOPSOIL
EXISTING
TURF
150'
RUNWAY
6"-9"± AC
4"-5"± GRADED CRUSHED AGGREGATE BASE
COURSE (AS-BUILTS) OR 4"-17"± CONCRETE/CEMENT
STABILIZED BASE GEOTECH BORING LOGS, AND APE
16"-36" ± RUBBILIZED PCC (AS-BUILT AND APE)
OR FINE SAND FILL (GEOTECH BORING LOGS)
EXISTING (PER AS-BUILTS, GEOTECH
BORING LOGS, AND APE)
EXISTING SUBGRADE, SP-SM, SM, OR CL-CH
3"± AC
6-18"± VARIABLE DEPTH GRADED
CRUSHED AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR
CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS)
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
15'15'
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
150'
RUNWAY
6"-8"± AC
4"-5"± GRADED CRUSHED AGGREGATE BASE
COURSE (AS-BUILTS) OR CONCRETE STABILIZED
BASE (APE)
13" ± RUBBILIZED PCC
EXISTING (PER AS-BUILTS AND APE)
EXISTING SUBGRADE, GP, SW-SM, OR CH
3"± AC
6-18"± VARIABLE DEPTH GRADED
CRUSHED AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR
CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS)
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
15'15'
4" ± AC
EXISTING SOUTH RUNWAY ASPHALTK11 SCALE: NTS STA 115+00 - 154+00
EXISTING NORTH RUNWAY ASPHALTE11 SCALE: NTS STA 154+00 - 172+00
EXISTING IN-PAVEMENT APPROACH LIGHT BARK1 SCALE: NTS
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SHEET ID
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CP303
3"-3.75"± AC
8"-10"± GRADED CRUSHED AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS AND APE)
200'
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
RUNWAY
EXISTING SUBGRADE, SP-SM OR CH
EXISTING TURFED
GROUND
4"-8"± TOPSOIL
EXISTING
TURF
150'
RUNWAY
14"± PCC
3"-5"± DRAINAGE LAYER (STABILIZED W/ EITHER CEMENT OR ASPHALT)
11"-14"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS, GEOTECH
BORING LOGS, AND APE)
EXISTING SUBGRADE, SP-SM, SM, OR CH (AS-BUILTS AND
APE) OR 12"-24"± OF FINE TO MEDIUM SAND FILL OVER
EXISTING SUBGRADE, CL OR CH (GEOTECH BORING LOGS)
3"± AC
EXISTING (PER AS-BUILTS)
6" PERFORATED CORRUGATED
PLASTIC TUBING (UNDERDRAIN); PEA
STONE; AND GEOTEXTILE FABRIC
(PER AS-BUILTS) EXISTING
SHOULDER VARIES
15' TO 25'
SHOULDER VARIES
15' TO 25'
EXISTING NORTH RUNWAY AND OVERRUNK10 SCALE: NTS STA 172+00 - 198+00
EXISTING NORTH BLAST PADF11 SCALE: NTS STA 198+00 - 200+00
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CP304
4'
EXISTING TYPE C SAWCUT
CONTRACTION JOINT
EXISTING TYPE B SAWCUT
EXPANSION JOINT
EXISTING #6 REBAR (TYP.)
G G G G G G G G G G G G G G G G G G G
R R R R R
EXISTING TYPE C SAWCUT
CONTRACTION JOINT
G = GREEN
R = RED
EXISTING THRESHOLD/END LIGHT BAR - PLAN
A
A
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3'
T T T T T T T T T E T T E T T E T T E T T E T T
T = THRESHOLD LIGHT (GREEN TOWARDS APPROACH)
E = END LIGHT (RED TOWARDS RUNWAY)
EXISTING THRESHOLD/END LIGHT BAR - ELEVATION (HALF SHOWN)
EXISTING TYPE C
CONTRACTION JOINT (TYP.)
EXISTING TYPE B
EXPANSION JOINT (TYP.)
EXISTING EXPANSION
COUPLING FOR CONDUIT
40' 5'
BETWEEN
THRESHOLD
LIGHTS
(TYP.)
IN LINE WITH RUNWAY
EDGE LIGHTS RUNWAY EDGE
10' 40' 35'
1'-6" BETWEEN
THRESHOLD & END LIGHTS
3'
4'
EXISTING #6 REBAR (TYP.)
EXISTING
EXPANSION JOINT
LIGHT BASE
SECTION A
EXISTING PCC
PAVEMENT
EXISTING PCC
PAVEMENT
EXISTING PCC PAVEMENT
RUNWAY
18'
2' 3'-6" 3'-6" 3'-6" 3'-6" 2'
4'
2'
2'
A A
EX
IS
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N
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U N
W
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AP
PR
O
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H
EXISTING 4" CONDUIT
EXISTING LIGHT BAR PAD AND PULL BOX PLAN
EXISTING ALSF-1 + SALS - CENTERLINE BARRETTES:
· TYP. THROUGH 1000' OVERRUN (L-850E INPAVEMENT LIGHTS, BASE-MOUNTED)
EXISTING #6 REBAR
TOP & BOTTOM
EXISTING #6 REBAR
RECTANGLE 3'-6" X 2'-6" (TYP.)
3"
4"
4"
21" TYP.3"
4'
EXISTING 2" CONDUIT TO
APPROACH LIGHTS (CAPPED
CONDUIT ON PULLBOX STATIONS
WHERE NO APPROACH LIGHTS
ARE INSTALLED)
4"
6" 1'
-6
1' -6
6"
EXISTING #6 REBAR
EXISTING PULL BOX PLAN
EXISTING DUCTILE IRON FRAME AND
LID (AIRCRAFT TRAFFIC LOADING,
NEENAH R-6067, OR APPROVED
EQUAL), BOLTED OR LOCKING DEVICE
EXISTING 3/4" CHAMFER
EXISTING 4" CONDUIT
EXISTING 2W-4" DUCTBANK
CONCRETE ENCASED
3'
6" 12" 12" 6"
3'
EXISTING AC
2'
1'
3'-6" 3'-6"
3'-6" 3'-6"
3" TYP.
EXISTING 4000 PSI
PCC
EXISTING REBAR CAGE (TYP.)
EXISTING L-805E SEMI-FLUSH FIXTURE OR E-982
EXISTING #6 REBAR
EXISTING ASPHALT
PAVEMENT
EXISTING LIGHT BAR PAD AND PULL BOX SECTION A
1'-6" 1' 2'-6" 1' 2'-6" 1' 2'-6" 1' 2'-6" 1' 1'-6"
EXISTING 3/4" X 10' COPPER
CLAD STEEL GROUND ROD6" 2' 6"
EXISTING #6 GROUND
EXISTING #6 BCU
GROUND3'
-6
M
AX
EXISTING #4 GROUND
HH TO HH (TYP.)
BONDED GROUND TO GROUND
ROD WITH EXOTHERMIC WELD8"
EXISTING BASE STEEL REINFORCING CAGE
EXISTING
L-868B BASE
EXISTING (5) #4, 24" LONG
REBARS EQUAL SPACING
(72 DEG), WELDED TO
RING (INSIDE)
EXISTING (5) #3 REBAR
RINGS, 18" DIAMETER,
SPACED AT ±6" O.C.
EXISTING 2"
PVC CONDUIT
3" MIN. PCC
COVER
3" MIN.
CLEAR
EXISTING THRESHOLD/END LIGHT BAR J1 SCALE: NTS
EXISTING IN-PAVEMENT LIGHT BAR AND PULL BOXA4 SCALE: NTS
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D B
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SHEET ID
SHEET OF 467
MI ANGB
ST
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CP305
18'
2' 3'-6" 3'-6" 3'-6" 3'-6"
4'
2'
2'
A A
EX
IS
TI
N
G R
U N
W
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AP
PR
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AC
H
EXISTING 4" CONDUIT
EXISTING LIGHT BAR PAD AND PULL BOX PLAN
EXISTING ALSF-1 + SALS - CENTERLINE BARRETTES:
· TYP. THROUGH 1000' OVERRUN (E-982 LIGHTS ON EMT OR LIR STRUCTURES)
EXISTING #6 REBAR
TOP & BOTTOM
EXISTING #6 REBAR
RECTANGLE 3'-6" X 2'-6" (TYP.)
3"
4"
4"
21" TYP.3"
3'
EXISTING AC
2'
1'
3'-6" 3'-6" ℄ 3'-6" 3'-6"
3" TYP.
EXISTING 4000 PSI
PCC
EXISTING
REBAR CAGE
(TYP.)
EXISTING
EMT EXISTING #6 REBAR
EXISTING ASPHALT
PAVEMENT
EXISTING LIGHT BAR PAD AND PULL BOX SECTION A
1'-6" 1' 2'-6" 1' 2'-6" 1' 2'-6" 1' 2'-6" 1'
1'-6"
EXISTING 3/4" X 10' COPPER
CLAD STEEL GROUND ROD6" 2' 6"
EXISTING #6 GROUND
EXISTING #6 BCU
GROUND3'
-6
M
AX
EXISTING #4 GROUND
HH TO HH (TYP.)
BONDED GROUND TO GROUND
ROD WITH EXOTHERMIC WELD8"
3'-6"
EXISTING E-982 FIXTURE
FRANGIBLE COUPLING CONNECTOR DETAIL
EXISTING L-823 CONNECTOR
(MALE) FLASHER (TYP.)
EXISTING 2" THREADED
COUPLING
EXISTING BASE COVER
EXISTING CABLE CLAMP
EXISTING L-823 CONNECTOR
KIT FLASHER (TYP.)
A A
2'
11'
3'-6"
4'
2'
2'
EXISTING LIGHT BAR PAD AND PULL BOX PLAN
3'-6" 2'
21" TYP.3"
4"
4"
3"
EXISTING #6 REBAR
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2'
20" TYP. EXISTING #6 REBAR
EXISTING 2"
CONDUIT
4"
4"
3"
EXISTING LIGHT BAR PAD AND PULL BOX PLAN
2'
14'-6"
5' 5' 2'-6"
EXISTING #6 REBAR
EXISTING L-850E
SEMI-FLUSH FIXTURE
EXISTING AC
EXISTING 4000 PSI
PCC
EXISTING
REBAR CAGE
(TYP.)
3'-6" ℄ 3'-6"
3"
EXISTING SEALANT
3' 2'
1'
1'-6" 1' 2'-6" 1' 2'-6" 1' 1'-6"
EXISTING LIGHT BAR PAD AND PULL BOX SECTION A
LOCATIONS:
· WING BARS AT TERMINATING LIGHT BARS
LOCATIONS:
· WING BARS PRE-THRESHOLD LIGHT BARS
5' ℄5'
EXISTING
4000 PSI
PCC
EXISTING
REBAR CAGE
(TYP.)
EXISTING AC
EXISTING #6 REBAREXISTING L-868 12"
DIAMETER LIGHT CAN
EXISTING E-982 FIXTURE
3' 2'
1'
1'-6" 1' 4' 1' 4' 1' 2'
3"
EXISTING LIGHT BAR PAD AND PULL BOX SECTION A
EXISTING ELEVATED LIGHT BAR AND PULL BOXH9 SCALE: NTS
EXISTING ELEVATED LIGHT BAR AND PULL BOXA9 SCALE: NTS
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CP306
150'
PROPOSED UNDERDRAIN,
SEE DETAIL UP502
16.5" PCC PAVEMENT (32 13 14.13)
4" STABILIZED DRAINAGE LAYER (32 11 23.23)
12" PORTLAND CEMENT-STABILIZED
BASE (SEPARATION LAYER, 32 11 33.13)
PROPOSED
COMPACTED SUBGRADE PER
31 00 00
3.5" HOT MIX ASPHALT (HMA, 32 12 15.13)
VARIABLE 13"-22" GRADED CRUSHED AGGREGATE
BASE COURSE (GCABC, 32 11 23)
PROPOSED
6" 3X1 STONE FOR SUBGRADE
STABILIZATION (31 00 00)
4" SALVAGED TOPSOIL (SEED,
FERTILIZER, MULCH, 32 92 19)
COMPACTED SUBGRADE PER
31 00 00
MATCH EXISTING
18.75' TYP.18.75' TYP.
EXISTING GROUND
RUNWAY
CL
25'25'VARIES 75' 75'
20'
EXISTING APPROACH LIGHT BAR
CONCRETE FOUNDATION
REMOVAL APPROXIMATE DEPTH
(3-FOOT FROM SURFACE)
20'14'
5' 5'4'
PROPOSED
3.5" HOT MIX ASPHALT (HMA, 32 12 15.13)
20'
EXISTING APPROACH LIGHT BAR
CONCRETE FOUNDATION
REMOVAL APPROXIMATE DEPTH
(3-FOOT FROM SURFACE)
20'20'
8' 8'4'
14"± PCC
4"± DRAINAGE LAYER (STABILIZED
W/ EITHER CEMENT OR ASPHALT)
14"± CEMENT STABILIZED SUBBASE
EXISTING (PER AS-BUILTS)
EXISTING SUBGRADE
18.5"± PCC THICKENED EDGE
TAPERED DRAINAGE LAYER
18.5"± CEMENT STABILIZED
SUBBASE THICKENED EDGE
(PER AS-BUILTS) EXISTING
PROPOSED
18.5" PCC PAVEMENT
(32 13 14.13)
PROPOSED DOWELS, SEE
DETAILS ON SHEET CP501
3"-4"± AC
8"-10"± GRADED CRUSHED
AGGREGATE BASE COURSE
12"± LIME MODIFIED SUBGRADE OR
CEMENT STABILIZED SUBGRADE
EXISTING (PER AS-BUILTS)
AND GEOTECH BORING LOGS
EXISTING SUBGRADE, SM OR CH
9" GRADED CRUSHED AGGREGATE
BASE COURSE (GCABE 32 11 23)
FLOWABLE FILL (31 00 00)
ASPHALT SAWCUT, 5-FOOT
MIN. AROUND EXISTING
CONCRETE LIGHT BAR
DOUBLE CONCRETE
SAWCUT REQUIRED
DURING REMOVALS,
SEE DETAIL 1/CP301
TACK EDGE, (32 12 13) TYP.
TACK EDGE, TYP.
PROPOSED
FLOWABLE FILL (31 00 00)
DOUBLE CONCRETE
SAWCUT REQUIRED
DURING REMOVALS,
SEE DETAIL 1/CP301
10' MODIFIED PAVEMENT AREA
5'
THICKENED
EDGE
1.
H
H B
S
T1
T2
T3 T4
DOWELED EXPANSION
JOINT, SEE JOINT
SEALER DETAIL 1
THICKENED EDGE
BUTT JOINT
SYMBOL THICKNESS DESCRIPTION
H THICKNESS OF PCC (16.5")
B THICKNESS OF DRAINAGE LAYER (4")
T THICKNESS OF HMA PAVEMENT SECTION, 36"
T1 HMA SURFACE COURSE THICKNESS, 3"
T2 HMA BINDER COURSE THICKNESS, 3"
T3 THICKNESS OF AGGREGATE BASE COURSE, 18"
T4 COMBINED THICKNESS OF RIGID DRAINAGE LAYER AND SUBBASE COURSES, 12"
T
1.
5"
D R
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2' TYP.
2' TYP.
DOWELED CONSTRUCTION JOINT
AND JOINT SEALANT, SEE FIELD
MOLDED JOINT SEALER DETAIL 5
ON SHEET CP501
VARIES
PRIME COAT (32 12 13)
LIGHT BAR REMOVAL HMA PAVEMENT REPAIRK13 SCALE: NTS STA 89+88, 99+00, 99+90, 190+00, AND 191+00SOUTH RUNWAY PCC SECTIONK2 SCALE: NTS STA 114+60 - 125+00
RIGID-FLEXIBLE PAVEMENT JUNCTION - TYPE RD2 SCALE: NTS
LIGHT BAR REMOVAL PCC PAVEMENT REPAIRE13 SCALE: NTS STA 190+00 TO 196+00
1%
EXISTING RUNWAY HMA SECTION
(BASE BID)(BASE BID)
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