Attachment G-1596603dwg11of11_R-E-T.pdf
PDF 18 MB Posted
- Attached to
- Construction of P447 Explosive Railcar Yard
- Solicitation number
- N40085-20-R-0048
About this file
This solicitation is for a construction project at two sites on Naval Support Activity Crane in Crane, Indiana. At the Railcar Site, the project includes demolishing existing buildings and rail track totaling approximately 11,000 linear feet. It will construct a new rail holding yard with associated site work including signage and pavement. Site work will also address surveying, identifying, and managing munitions and explosives of concern and potential radiological items. At the new Defense Logistics Agency Disposition Site, the project will construct a new operations building, a new storage building with loading ramp, and associated site work including aggregate and concrete storage areas. It will also extend off-site fiber/support structures to Building 18 and relocate an existing radiation detector from the Railcar Site to the DLA Site.
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ABBREVIATIONS:
ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
MANUAL TURNOUT
PS
LAST SWITCH TIE
" POINT
OF FROG
HEEL OF FROG
TYPICAL TURNOUT
IDENTIFYING POINTS
POINT OF SWITCH (MANUAL)
SYMBOLS
RAILROAD CROSSING SYMBOL
RAILROAD SIGNAL (SINGLE UNIT)
RAILROAD SIGNAL (DOUBLE UNIT)
WHITE STOP LINE
SIGNPOST
AND
AT
DEGREE(S)
FOOT or FEET or MINUTE(S)
INCH or INCHES or SECOND(S)
PERCENT
POUND or NUMBER
ASPHALT CONCRETE
APPROXIMATELY
AVENUE
CATCH BASIN
CENTERLINE
CORRUGATED METAL PIPE
CORRUGATED
DESCRIPTION
ELEVATION
EXISTING
GRADE
GAS VALVE
LENGTH
MAXIMUM
MINIMUM
NORTH or NORTHERLY or NORTHING
NUMBER or NORTHERN
NOT TO SCALE
PULLBOX
POINT OF INTERSECTION
POINT OF INTERSECTION OF TURNOUT
POINT OF BEGINNING
POINT OF ENDING
PROPOSED
POINT OF TANGENT
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
REINFORCED CONCRETE BOX
RIGHT-OF-WAY
RAILROAD
SOUTHERN
STATION
STANDARD
TRACK
TYPICAL
AC
APPROX
AVE
CB
CMP
CORR
DESC
E
G
GV
L
MAX
MIN
MP
N
NO
NTS
PB
PI
PITO
POB
POE
PROP
PT
PVC
PVI
PVT
R/W
RR
S
SO
STA
STD
TC
TF
TRK
TYP
MT MAIN TRACK
GB GRADE BREAK
TG TOP OF GRATE
TURNOUT
T/R or TOR TOP OF RAIL
RT RIGHT
FL
BC BEGINNING OF CURVE
EC END OF CURVE
GM GAS MATER
DR DRIVE
INVERTINV
OP OVERPASS
OTM OTHER TRACK MATERIAL
CIP CAST IRON PIPE or CAST IN PLACE
PCC
PRC POINT OF REVERSE CURVATURE
EAST or EASTERLY or EASTING
HORIZ HORIZONTAL
HP
LP LOW POINT
CC CENTER OF CURVE
EF EACH FACE
EACH WAY
ANGLE POINTAP
SMH or SSMH
FT
G1
G2
LT
MH MANHOLE
LEFT
GRADE ENTERING VERTICAL CURVE
GRADE EXITING VERTICAL CURVE
FINISHED SURFACEFS
CONC CONCRETE
CP CONTROL POINT
BOULEVARD
ga GAGE
VITRIFIED CLAY PIPE
VERTICAL
WEST or WESTERLY
CROSSING
VCP
VERT
W
WM WATER METER
CS
ST
BM BENCHMARK
BLVD
RD ROAD
BR BRIDGE
SUB SUBDIVISION
LH
LENGTH OF SPIRAL
RCP REINFORCED CONCRETE PIPE
RH RIGHT HAND
PS POINT OF SWITCH
PC POINT OF CURVE
SUPERELEVATION, UNBALANCED
DC DEGREE OF CURVE
TS TANGENT TO SPIRAL
SC SPIRAL TO CURVE
UP UNDERPASS
UNO
DWG DRAWING
DU DUCT
PIP PROTECT IN PLACE
HIGH POINT
MILEPOST
RCB
O. TO O. OUT TO OUT
V
FLOWLINE
LEFT HAND
CURVE TO SPIRAL
VELOCITY
T.O. or TO
POINT OF COMPOUND CURVATURE
POINT OF VERTICAL CURVE or POLYVINYL CHLORIDE
OD OUTSIDE DIAMETER
I TOTAL INTERSECTION ANGLE
CENTRAL ANGLE OF CIRCULAR CURVE
EQUAL or EQUATION
TT TIMBER TRANSITION TIES
CT CONCRETE TIES
FOOT or FEET
C or CL
T
R RADIUS or RATE OF CHANGE
XO CROSSOVER
Ls or LS
Lc LENGTH OF CURVE (CIRCULAR)
UD UNDERDRAIN
VAR VARIES
GRD GROUND
SDMH STORM DRAIN MANHOLE
SF
LF LINEAR FOOT or LINEAR FEET
Ea SUPERELEVATION, ACTUAL
SOUTH or SOUTHERLY or SLOPE
SQUARE FOOT or SQUARE FEET
SANITARY SEWER MANHOLE
STREET or SPIRAL TO TANGENT
TRACK CENTER(S) or TOP OF CURB
TRACK FOOT or TRACK FEET
UNLESS NOTED OTHERWISE
FH FIRE HYDRANT
TANGENT
CLR CLEAR
CTLVR CANTILEVER
EQUATION AHEAD
EQUATION BACK
HWY HIGHWAY
NW NORTHWEST
OH OVERHEAD
OPP
SW SOUTHWEST
OPPOSITE
MAIN MAIN TRACK
SB SUBBASE
SG SUBGRADE
TW TOP OF WALL
SSP SMOOTH STEEL PIPE
DD DITCH DEPTH
POT POINT ON TANGENT
POVC POINT ON VERTICAL CURVE
EX or EXIST
EL or ELEV
EQ
EQNAHD
EQNBK
EW
Eu
PERM PERMANENT
L
TRACK A1
TRACK A2
TRACK B1
TRACK B2
TRACK B3
TRACK C1
TRACK C2
TRACK C3
TRACK A
TRACK B
N
H I G
H W
A Y
NTS
OVERALL TRACK SCHEMATIC
SIGNAGE
R1-1 (MUTCD)
C
R
O
S
I
N
G
L
O
A
D
R15-1 (MUTCD)
EXPLOSIVE LIMITS SIGN
6"
1"
3"
10"
12"
12"
12"
30"
36"
GROUND
BASE SECTION
2X2 POST
MINIMUM 10'-0" TO
CENTER OF TRACK
10"
8"
2"
12"
8" 1"
1"
1"
TRACK SIGN DETAILS
D
6"
36"
W10-1
E
R
A
I
L
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
12805364
AW AW
PM
12/18/19
1.0 (TYP.)
1%
1%
1%
CROWN
12" BALLAST UNDER TIMBER TIE
EXISTING GROUND
T R
A C
K
A
T R
A C
K
A
T R
A C
K
A
T R
A C
K
B
T R
A C
K
B
T R
A C
K
B
T R
A C
K
B
T R
A C
K
C
T R
A C
K
C
T R
A C
K
C
F E
N C
E
F E
N C
E
EXISTING
GROUND
OVERHEAD LIGHTNING PROTECTION WIRE
50' MIN FROM
WIRE TO TOR
T R
A C
K
C
E N
T E
R
L
I N
E
12" BALLAST UNDER TIMBER TIE (MIN)
DOUBLE-SHOULDER TIE PLATE
(1:40 CANT PREFERRED)
115 LB/YD AREMA RAIL
2'-4 1/4"
1.0'
14.0 14.0 22.0 14.0 14.0 14.0 16.5 14.0 14.0
30.0
28.0'
7.1
LIGHTNING PROTECTION POLE
(TYP)
SWITCH STAND
WALKWAY (R=4')
8.25'
TOP OF SUBGRADE
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPATED SUBGRADE
8.5' TIMBER TIE
TOP OF SUBGRADE
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE
TIMBER TIE (9" WIDE x 7" HIGH x 8.5' LONG)
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019TYPICAL SECTION (LOOKING NORTH)
B1
NTS
12805365
AW AW
TRACK DETAIL
A4
SWITCH STAND WALKWAY
A1
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
B-10
B-12
B-13
B-11
B-09
B-07
OFFSET
B-07
B-05
B-06
B-03
B-02
B-04
B-01
B-08
1" = 100'
OVERALL TRACK PLAN
200'50' 100'
1" = 100'
GENERAL NOTES
1. ALL TRACK WORK BY UFC/CONTRACTOR FORCES.
2. ALL SIGNING & STRIPING WORK BY UFC/CONTRACTOR FORCES.
3. TRACK SHALL BE CONSTRUCTED USING 115#RE RAIL AND 7"X9"X8.5' TIMBER
TIES.
4. ALL TURNOUTS HAVE TIMBER TIES.
5. FOR TURNOUT INFORMATION, DERAIL LOCATION AND CURVE DATA, SEE
DRAWINGS R1312 TO R1332.
6. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
7. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO R1502.
8. FOR DEMOLITION PLAN, SEE DRAWINGS C1012 TO C1042.
9. FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
10. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312 TO
C1342.
11. FOR COORDINATES SEE SURVEYOR'S "V" DRAWINGS.
12. BOND RAIL SECTIONS AND CONNECT TO GROUNDING SYSTEM PER DWG. NO.
E5013.
13. PAINT WEB OF RAILS RED AT ENDS OF ZONE OF PROTECTION.
14. SLIDING WHEEL WITH DERAIL CROWDER PER UNION PACIFIC STANDARD
DRAWING 2007F.
15. INSTALL "DERAIL" SIGNS ADJACENT TO DERAILS AT 12 FEET FROM TRACK
CENTERLINE.
16. WHERE NEEDED TO COMPLETE TRACK SECTIONS, RAILS MAY BE JOIN
THERMITE WELDING.
ZONE OF PROTECTION: NO EXPLOSIVE ORDINANCE
ALLOWED OUTSIDE OF THIS AREA - FOR INFORMATION
ONLY
LEGEND
R1122
R1132
R1142
PROPOSED TRACK
H
I G
H
W
12805366
AW AW
PM
NED BY
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
1" = 30'
PROPOSED TRACK
60'15' 30'
1" = 30'
LEGEND
M A
T C
H
L
I N
E
R
PROPOSED TRACK
CARDINAL POINTS
CURVE NUMBER
TURNOUT NUMBERS1
A1 - 1
EXISTING TRACK
CURVE DATA
TURNOUT TABLE
CURVE NUMBER DEGREE OF CURVE
12°00'00"
12°00'00"
12°00'00"
12°00'00"
12°00'00"
12°00'00"
12°00'00"
TURNOUT NUMBER
S1
S2
S3
S4
S5
S6
S7
TYPE
LH
RH
RH
LH
RH
RH
LH
FROM TRACK STA
TRK A1 21+24.79
TRK A1 19+88.48
TRK B1 101+12.44
TRK B2 200+00.80
TRK B2 201+09.38
TRK C2 1999+97.91
TRK C2 2000+88.36
TO TRACK STA
TRK A 11+23.98
TRK A2 29+88.40
TRK B 41+11.64
TRK B1 100+00.00
TRK B3 301+08.58
TRK C3 2999+95.13
TRK C1 1000+89.16
A - 1
A1 - 1
A2 - 1
B - 1
B3 - 1
C2 - 1
C3 - 1
SPIRAL LENGTH
0'
0'
0'
0'
0'
0'
35'
SEE GENERAL NOTES - DRAWING R1112
EXISTING CONTOUR
DERAIL NUMBERD1
12805367
AW AW
PM
S
D
S
D
E x
S
D
S
D
S
D
S
D
S
D
S
D
C TRACK B1
C TRACK B2
C TRACK B3
C TRACK C1
AREMA NO.8 TURNOUT (TYP)
FENCE (PER CIVIL PLAN)
C TRACK C2
C TRACK C3
C TRACK B
C TRACK A1
L
C TRACK A2
L
L
L
L
L
L
L
L
A
A1 - 1
A2 - 1
B
B3 - 1
C2 - 1
C
- 1
C TRACK A
L
S1
S3
S4
S5
S6
S7
13+00
20+
21+00
22+00
23+00
31+00 32+00
33+00
43+00
100+00
102+00
103+00
201+00
202+00
203+00
303+00
2003+00
3002+00
3003+00
1002+00
1003+00
H
I G
H
W
P C
PC
S
C
P C
PT
C
S ST
T
S
P C
PT
P C
PT
PT
PT
P C
PT
FENCE (PER CIVIL PLAN)
P O
B
T
K
P O
B
T
P O
B
T
P O
B
T
B
O
B
T
P O
B
T
POB TRK B3
P O
B
T
P O
B
T
POB TRK C1
D2
D
D
D4
D5
D
D
PVC UNDERDRAIN
(PER CIVIL PLAN)
RCP (PER CIVIL PLAN)
SLIDING DERAIL WITH
WHEEL CROWDER (TYP) (SEE NOTE 12)
S2
GRAVEL PAVEMENT
(PER CIVIL PLAN)
INSULATING JOINTS
N 1308555.37
E 3028391.37
SURVEY POINT #1195
N 1308413.77
E 3028446.92
EL 531.40
SURVEY POINT #1198
N 1308413.58
E 3028449.54
EL 531.96
SURVEY POINT #1247
N 1308482.21
E 3028452.94
EL 532.26
INSULATING JOINTS
N 1308568.37
E 3028447.87
INSULATING JOINTS
N 1308567.41
E 3028464.52
ENTRANCE GATE
(PER CIVIL PLAN)
R1-1
R15-1
R1-1
R15-1
ENTRANCE GATE
(PER CIVIL PLAN)
REPAINT PAVEMENT
MARKERS
REPAINT PAVEMENT
MARKERS
SURVEY POINT #18
N 1308899.82
E 3028383.40
EL 532.73
EXPLOSIVE LIMITS SIGN
EXPLOSIVE LIMITS SIGN
W10-1
W10-1
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
60'15' 30'
1" = 30'
M A
T C
H
L
I N
E
R
LEGEND
PROPOSED TRACK
CARDINAL POINTS
CURVE NUMBER
TURNOUT NUMBERN1
A1 - 1
EXISTING TRACK
CURVE DATA
TURNOUT TABLE
CURVE NUMBER DEGREE OF CURVE
12°00'00"
12°00'00"
12°00'00"
12°00'00"
TURNOUT NUMBER
N7
N8
TYPE
RH
RH
FROM TRACK STA
TRK C2 2009+49.71
TRK C2 2008+17.20
TO TRACK STA
TRK B3 309+47.89
TRK C1 1008+16.40
A1 - 2
B - 2
C2 - 2
C3 - 2
M A
T C
H
L
I N
E
R
SPIRAL LENGTH
0'
0'
0'
35'
SEE GENERAL NOTES - DRAWING R1112
536 EXISTING CONTOUR
12805368
AW AW
PM
S
D
S
D
S
D
S D
S D
S D
S
D
S
D
S
D
S D
C TRACK A
C TRACK A1
C TRACK B
C TRACK B1
C TRACK B2
C TRACK B3
C TRACK A2
C TRACK C1
C TRACK C2
C TRACK C3
L
L
L
L
L
L
L
L
L
L
A1 - 2
B - 2
C 2 -
C 3 -
N7
N8
14+00
15+00
16+00
17+00
18+00
19+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00
44+00
45+00
46+00
47+00
48+00
49+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00
204+00
205+00
206+00
207+00
208+00
209+00
210+00
304+00
305+00
306+00
307+00
308+00
309+00
2004+00
2005+00
2006+00
3004+00
3005+00
3006+00
3007+00
1004+00
1005+00
1006+00
1007+00
FENCE (PER CIVIL PLAN)
FENCE (PER CIVIL PLAN)
PVC UNDERDRAIN
(PER CIVIL PLAN)
TS
SC
C S
S T
PC
P T
PC
P T
P T
PC
P O
E
T
AREMA NO.8 TURNOUT (TYP)
P O
E
T
P O
E
T
PVC UNDERDRAIN
(PER CIVIL PLAN)
RCP (PER CIVIL PLAN)
RCP (PER CIVIL PLAN)
EXPLOSIVE LIMITS SIGN
INSTALL CROSSTIE &
CABLE BUMPER
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
60'15' 30'
1" = 30'
M A
T C
H
L
I N
E
R
LEGEND
PROPOSED TRACK
CARDINAL POINTS
CURVE NUMBER
TURNOUT NUMBERN1
A1 - 1
EXISTING TRACK
CURVE DATA
TURNOUT TABLE
CURVE NUMBER
B1 - 1
DEGREE OF CURVE
12°00'00"
TURNOUT NUMBER
N1
N2
N3
N4
N5
N6
TYPE
LH
RH
LH
LH
LH
RH
FROM TRACK STA
TRK A1 31+50.56
TRK B1 114+36.70
TRK B1 113+31.71
TRK B1 111+71.08
TRK B1 110+82.50
TRK C2 2010+62.15
TO TRACK STA
TRK A2 41+49.75
TRK A1 34+39.68
TRK C3 3013+36.07
TRK C2 2011+74.59
TRK B 50+83.30
TRK B2 210+59.45
SEE GENERAL NOTES - DRAWING R1112
536 EXISTING CONTOUR
12805369
AW AW
PM
NO SCALE
C4
CROSSTIE & CABLE BUMBER
S
D
C TRACK A1
C TRACK A2
C TRACK B1
C TRACK C2
C TRACK C3
AREMA NO.8 TURNOUT (TYP)
FENCE (PER CIVIL PLAN)
L
L
L
L
L
B
N1
N2
N3
N4
N5
N6
41+00
111+00
112+00
113+00
114+00
P T
PC
P
T
INSTALL CROSSTIE
& CABLE BUMPER
P O
E
T
P O
E
T
O
E
T
P O
E
T
P O
E
T
P O
E
T
P
E
T
PVC UNDERDRAIN
(PER CIVIL PLAN)
PVC UNDERDRAIN
(PER CIVIL PLAN)
RCP (PER CIVIL PLAN)
SURVEY POINT #11
N 1309910.60
E 3028405.26
EL 533.47
INSULATING JOINTS
N 1309904.60
E 3028403.02
INSULATING JOINTS
N 1309905.23
E 3028412.81
EXPLOSIVE LIMITS SIGN
GRATE INLET (PER CIVIL PLAN)
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
VERTICAL SCALE : 1" = 10'
TRACK PROFILE - TRACK A
C1
HOR. 1" = 50' VER. 1" = 10'
TRACK PROFILE - TRACK A2
12805370
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK A
AREMA NO.8
TURNOUT
LIGHTNING PROTECTION AREA
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
S1
P V
C
S
P V
I
S
P V
T
S
P O
E
S
-0.12% 0.25%
Sag
L = 100.00'
G1 -0.12%
R = 0.37
H T
O
P O
B
S
T O
P
O
F
R
A I L
E
X I S
T I N
G
G
R O
U N
D
G2 0.25%
EXISTING GROUND
TOP OF RAIL, TRACK A2
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
S2
N1
P V
C
S
P V
I
S
P V
T
S
-0.12% 0.25%
Sag
L = 100.00'
G1 -0.12%
R = 0.37
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
(-0.12%)
D E
R A
I L
S T
A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
VERTICAL SCALE : 1" = 10'
S E
E
B
E L
W
F
T
S E
E
A
B O
V
G
H
TRACK PROFILE - TRACK A1
TRACK PROFILE - TRACK A1
12805371
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK A1
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
S1
S2
N1
P V
C
S
P V
I
S
P V
T
S
-0.12%
0.25%
Sag
L = 100.00'
G1 -0.12%
R = 0.37
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
S T
A
T
O
S T
A
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
(-0.12%)
0.25%
D E
R A
I L
S T
A
AREMA NO.8
TURNOUT
33+00 34+00 35+00
N2
T
O
P O
E
S
0.25%
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
TRACK PROFILE - TRACK B
TRACK PROFILE - TRACK B2
12805372
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK B
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00
S3
N5
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
O
P O
B
S
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
EXISTING GROUND
TOP OF RAIL, TRACK B2
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00
S4
S5
N6
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
S T
A
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
(0.10%)
100+00
S T
A
D E
R A
I
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
VERTICAL SCALE : 1" = 10'
S E
E
B
E L O
W
L E
F
TRACK PROFILE - TRACK B1
TRACK PROFILE - TRACK B1
12805373
AW AW
PM
S E
E
A
B O
G
H T
EXISTING GROUND
TOP OF RAIL, TRACK B1
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00
S3
S4
N3
N4
N5
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
S T
A
T
O
S T
A
T
O
S T
A
T
O
S T
A
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
(0.10%)
D E
R A
I L
S T
A
AREMA NO.8
TURNOUT
AREMA NO.8 TURNOUT
AREMA NO.8
TURNOUT
TOP OF RAIL, TRACK B1
EXISTING GROUND
113+00 114+00 115+00 116+00
N2
N3
P O
E
S
T
O
S T
A
T
O
S T
A
0.25%
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
TRACK PROFILE - TRACK B3
TRACK PROFILE - TRACK C1
12805374
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK C1
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00
S7
N8
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
O
P O
B
S
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
S T
A
D E
R A
I L
EXISTING GROUND
TOP OF RAIL, TRACK B3
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00
S5
N7
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
O
P O
B
S
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
TRACK PROFILE - TRACK C2
12805375
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK C2
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
1999+00 2000+00 2001+00 2002+00 2003+00 2004+00 2005+00 2006+00 2007+00 2008+00 2009+00 2010+00 2011+00 2012+00
S6
S7
N4
N6
N7
N8
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
S T
A
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
S T
A
T
O
S T
A
T
O
S T
A
T
O
P O
E
S
G2 0.25%
G1 0.10%
(0.10%)
S T
A
D E
R A
I
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 100'25' 50'
HORIZONTAL SCALE : 1" = 50'
0 20'5' 10'
VERTICAL SCALE : 1" = 10'
S E
E
B
E L
F
T
S E
E
A
B O
G
H
TRACK PROFILE - TRACK C3
TRACK PROFILE - TRACK C3
12805376
AW AW
PM
EXISTING GROUND
TOP OF RAIL, TRACK C3
AREMA NO.8
TURNOUT
LIGHTNING PROTECTION AREA
AREMA NO.8
TURNOUT
2999+00 3000+00 3001+00 3002+00 3003+00 3004+00 3005+00 3006+00 3007+00 3008+00 3009+00 3010+00 3011+00 3012+00 3013+00
S6
P V
C
S
P V
I
S
P V
T
S
0.10%
0.25%
Sag
L = 100.00'
R = 0.15
T
E
X I S
T I N
G
T
O
P O
B
S
T
O
P O
E
S
E
X I S
T I N
G
G
R O
U N
D
T O
P
O
F
R
A I L
G2 0.25%
G1 0.10%
(0.10%)
S T
A
D E
R A
I L
AREMA NO.8
TURNOUT
AREMA NO.8
TURNOUT
3013+00 3014+00
N3
T
O
P O
E
S
3015+00
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
GEOMETRY TABLE
12805377
AW AW
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
DESC BEARING DISTANCE STATION NORTHING EASTING Dc RADIUS L
PC
PI
PT
POE
T
NO. 8
LHTO
A - 1
TRACK A GEOMETRY TABLE
POB/PS
PITO
12°00'00" 478.34 7°09'10" 59.72 29.90
11+23.98 1308691.33 3028381.92
11+44.91 1308712.26 3028381.59
N00°54'08"W 20.93
12+27.45 1308793.98 3028370.03
N08°03'18"W 82.54
1308823.59 3028365.84
12+87.17 1308853.48 3028365.37
19+84.47 1309550.70 3028354.39
N00°54'08"W 697.30
DESC BEARING DISTANCE STATION NORTHING EASTING
PC
PI
PT
478.34 3°25'56"12°00'00" 28.65 14.33
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
PS
PS
TRACK A1 GEOMETRY TABLE
POB/PS
PITO
NO. 8
RHTO
A1 - 1
NO. 8
LHTO PITO
A1 - 2
NO. 8
LHTO
PITO
NO. 8
RHTO
PITO
POE/PS
Dc RADIUS L T
19+88.48 1308555.37 3028391.37
20.93
20+09.41 1308576.24 3028389.79
N04°20'04"W
20+96.13 1308662.72 3028383.23
N04°20'04"W 86.72
1308677.01 3028382.15
21+24.79 1308691.33 3028381.92
0.00
21+24.79 1308691.33 3028381.92
20.93
21+45.72 1308712.27 3028381.59
N00°54'08"W
N00°54'08"W
29+87.37 1309553.82 3028368.34
N00°54'08"W 841.65
1309583.71 3028367.87
30+47.09 1309613.43 3028371.13
82.54
31+29.63 1309695.48 3028380.11
20.93
31+50.56 1309716.28 3028382.39
N06°15'02"E
N06°15'02"E
34+18.75 1309982.88 3028411.59
N06°15'02"E 268.19
34+39.68 1310003.80 3028411.26
N00°54'08"W 20.93
DESC BEARING DISTANCE STATION NORTHING EASTING
PC
PI
PT
478.34 3°43'14"12°00'00" 31.06 15.54
TRACK A2 GEOMETRY TABLE
NO. 8
RHTO
NO. 8
LHTO
POB/PS
POE/PS
PITO
PITO
A2 - 1
Dc RADIUS L T
29+88.40 1308555.37 3028391.37
30+09.33 1308576.24 3028389.79
N04°20'04"W 20.93
31+16.31 1308683.09 3028395.05
N02°49'06"E 106.98
1308698.61 3028395.81
31+47.37 1308714.14 3028395.57
41+28.83 1309695.48 3028380.11
N00°54'08"W 981.46
41+49.75 1309716.28 3028382.39
N06°15'02"E 20.93
DESC BEARING DISTANCE STATION NORTHING EASTING
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
TRACK B GEOMETRY TABLE
POB/PS
PITO
PITO
POE/PS
NO. 8
RHTO
NO. 8
RHTO
B - 1
B - 2
Dc RADIUS L T
41+11.64 1308679.90 3028434.72
20.93
41+32.57 1308700.62 3028431.78
N08°03'18"W
42+15.11 1308782.35 3028420.22
N08°03'18"W 82.54
1308811.95 3028416.03
42+74.82 1308841.84 3028415.56
49+20.12 1309487.06 3028405.40
N00°54'08"W 645.30
1309516.95 3028404.93
49+79.83 1309546.67 3028408.18
50+62.37 1309628.72 3028417.17
N06°15'02"E 82.54
50+83.30 1309649.64 3028416.84
N00°54'08"W 20.93
PI
PC
PS
POE
PS
PS
PS
PS
478.34
PT
16°46'10"12°00'00" 140.00 70.50
DISTANCE STATION NORTHINGDESC BEARING EASTING
B1 - 1
TRACK B1 GEOMETRY TABLE
POB/PS
NO. 8
LHTO
NO. 8
RHTO
NO. 8
RHTO
NO. 8
RHTO
NO. 8
LHTO
NO. 8
LHTO
PITO
PITO
PITO
PITO
PITO
PITO
Dc RADIUS L T
100+00.00 1308568.37 3028447.87
100+20.93 1308589.30 3028447.54
N00°54'08"W 20.93
91.51
101+12.44 1308679.90 3028434.72
N08°03'18"W
101+33.36 1308700.62 3028431.78
N08°03'18"W 20.93
928.21
110+61.57 1309628.72 3028417.17
20.93
110+82.50 1309649.64 3028416.84
67.66
111+50.16 1309717.29 3028415.77
20.93
111+71.08 1309738.22 3028415.44
139.70
113+10.78 1309877.89 3028413.24
20.93
113+31.71 1309898.82 3028412.91
84.07
114+15.78 1309982.88 3028411.59
20.93
114+36.70 1310003.80 3028411.26
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
114+46.70 1310013.80 3028411.10
N00°54'08"W 10.00
1310084.30 3028409.99
115+86.70 1310151.47 3028388.59
115+91.70 1310156.24 3028387.07
N17°40'17"W 5.00
DESC BEARING DISTANCE STATION NORTHING EASTING
PS
TRACK B2 GEOMETRY TABLE
NO. 8
LHTO
NO. 8
RHTO
NO. 8
RHTO POE/PS
PITO
PITO
PITO
Dc RADIUS L T
POB/PS 200+00.80 1308568.37 3028447.87
20.93
200+21.73 1308589.30 3028447.54
87.65
201+09.38 1308676.94 3028446.16
20.93
201+30.31 1308697.86 3028445.83
210+38.52 1309605.97 3028431.53
908.21
210+59.45 1309626.69 3028428.59
20.93
N00°54'08"W
N00°54'08"W
N00°54'08"W
N00°54'08"W
N08°03'18"W
DESC BEARING DISTANCE STATION NORTHING EASTING
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
POB/PS
PITO
PITO
POE/PS
B3 - 1
NO. 8
RHTO
NO. 8
RHTO
TRACK B3 GEOMETRY TABLE
Dc RADIUS L T
301+08.58 1308676.94 3028446.16
301+29.51 1308697.86 3028445.83
N00°54'08"W 20.93
302+12.05 1308779.91 3028454.81
N06°15'02"E 82.54
1308809.63 3028458.07
302+71.76 1308839.53 3028457.60
309+26.96 1309494.64 3028447.28
N00°54'08"W 655.19
309+47.89 1309515.36 3028444.35
N08°03'18"W 20.93
DESC BEARING DISTANCE STATION NORTHING EASTING
TRACK C1 GEOMETRY TABLE
POB/PS
POE/PS
PITO
PITO
NO. 8
LHTO
NO. 8
RHTO
Dc RADIUS L T
1000+89.16 1308657.32 3028474.36
1001+10.08 1308678.13 3028476.64
N06°15'02"E 20.93
1007+95.48 1309363.43 3028465.85
N00°54'08"W 685.39
1008+16.40 1309384.15 3028462.92
N08°03'18"W 20.93
S1
S2
S1
N1
N2
S2
N1
S3
N5
S4
S4
S5
N6
S3
N5
N4
N3
N2
S5
N7
S7
N8
S1 TURNOUT NUMBER
12805378
AW AW
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
DESC BEARING DISTANCE STATION NORTHING EASTING
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
PC
PI
PT
478.34 7°09'10"12°00'00" 59.72 29.90
PS
PS
PS
PS
DESC BEARING DISTANCE STATION NORTHING EASTING
TS
PI
CS
478.34 10°06'48"12°00'00" 84.43 42.33
TS
PI
CS
478.34 2°57'38"12°00'00" 24.72 12.36
SC
ST
SC
ST
degrees feet
Y feet feet
O feet
LT
feet feet feet
2°05'46" 35.00 0.43 0.11 17.50 23.33 11.67
2°05'46" 35.00 0.43 0.11 17.50 23.33 11.67
2°05'46" 35.00 0.43 0.11 17.50 23.33 11.67
2°05'46" 35.00 0.43 0.11 17.50 23.33 11.67
TRACK C2 GEOMETRY TABLE
POB/PS
POE/PS
NO. 8
RHTO
NO. 8
LHTO
NO. 8
LHTO
NO. 8
RHTO
NO. 8
RHTO
NO. 8
RHTO
C2 - 1
C2 - 2
PITO
PITO
PITO
PITO
PITO
PITO
CURVE DATA SPIRAL DATA
C3 - 1
C3 - 2
NO. 8
LHTO
NO. 8
RHTO
POB/PS
PITO
PITO
POE/PS
47.35
47.35
77.31
77.31
X X ST TsO
Dc RADIUS L T
Dc RADIUS L T
1999+97.91 1308567.41 3028464.52
20.93
2000+18.84 1308588.21 3028466.79
69.52
2000+88.36 1308657.32 3028474.36
20.93
2001+09.29 1308678.13 3028476.64
N06°15'02"E
N06°15'02"E
N06°15'02"E
2001+91.83 1308760.18 3028485.63
N06°15'02"E 82.54
1308789.89 3028488.88
2002+51.54 1308819.79 3028488.41
2006+54.02 1309222.21 3028482.08
N00°54'08"W 402.48
1309252.11 3028481.61
2007+13.73 1309281.71 3028477.42
82.54
2007+96.27 1309363.43 3028465.85
20.93
2008+17.20 1309384.15 3028462.92
111.59
2009+28.79 1309494.64 3028447.28
20.93
2009+49.71 1309515.36 3028444.35
91.51
2010+41.22 1309605.97 3028431.53
20.93
2010+62.15 1309626.69 3028428.59
N08°03'18"W
N08°03'18"W
N08°03'18"W
N08°03'18"W
N08°03'18"W
N08°03'18"W
2011+53.66 1309717.29 3028415.77
N08°03'18"W 91.51
2011+74.59 1309738.22 3028415.44
N00°54'08"W 20.93
2999+95.13 1308567.41 3028464.52
3000+16.06 1308588.21 3028466.79
N06°15'02"E 20.93
3000+97.42 1308667.36 3028485.65
N13°24'12"E 81.36
3001+32.42 1308701.50 3028493.35
35.00
1308743.00 3028501.65
3002+16.85 1308785.32 3028502.53
3002+51.85 1308820.31 3028502.41
35.00
3006+85.57 1309253.99 3028495.58
N00°54'08"W 433.72
3007+20.57 1309288.97 3028494.60
35.00
1309301.31 3028493.95
3007+45.29 1309313.61 3028492.67
3007+80.29 1309348.32 3028488.19
35.00
3013+15.14 1309877.89 3028413.24
N08°03'18"W 534.85
3013+36.07 1309898.82 3028412.91
N00°54'08"W 20.93
TRACK C3 GEOMETRY TABLE
S6
S7
N8
N7
N6
N4
S6
N3 s o
N1 TURNOUT NUMBER
EASTINGNORTHINGSTATIONDERAIL
TRK A1 20+79.06 1308645.69 3028384.52D1
1308646.34 3028393.24TRK A2 30+79.51D2
D3 TRK B1 100+91.11 1308658.79 3028437.70
D4 TRK B2 200+91.38 1308658.95 3028446.44
D5 TRK C1 1001+80.27 1308748.30 3028475.54
D6 TRK C2 2001+78.94 1308747.37 3028484.23
D7 TRK C3 3000+86.25 1308656.49 3028483.06
DERAIL LOCATION
12805379
AW AW
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
1.0' (TYP.)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
4' WALKWAY
AT TURNOUT
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
T U
R N
O U
T
S
B A
L L
A S
T
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.1 37.5
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
NOTE
CROSS SECTION 100+00
1" = 10'
CROSS SECTION 100+85
CROSS SECTION 101+00
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805380
AW AW
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
1.0' (TYP.)
4' WALKWAY
AT TURNOUT
4' WALKWAY
AT TURNOUT
4' WALKWAY
AT TURNOUT
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
T U
R N
O U
T
S
B A
L L
A S
T
O F
F
T U
R N
O U
T
S
B A
L L
A S
T
T U
R N
O U
T
S
B A
L L
A S
T
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
36.827.8
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 101+08
CROSS SECTION 101+12
CROSS SECTION 101+31
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805381
AW AW
EXISTING GROUND (TYP)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.035.0
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 102+00
CROSS SECTION 103+00
CROSS SECTION 104+00
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3. FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805382
AW AW
EXISTING GROUND (TYP)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.0 35.0
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 105+00
CROSS SECTION 106+00
CROSS SECTION 107+00
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805383
AW AW
EXISTING GROUND (TYP)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
T U
R N
O U
T
N
B A
L L
A S
T
4' WALKWAY
AT TURNOUT
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.0 35.3
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 108+00
CROSS SECTION 108+16
CROSS SECTION 109+00
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112
TO C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805384
AW AW
EXISTING GROUND (TYP)
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
O F
F
T R
A C
K
C
T U
R N
O U
T
N
B A
L L
A S
T
4' WALKWAY
AT TURNOUT
4' WALKWAY
AT TURNOUT
T U
R N
O U
T
N
B A
L L
A S
T
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.3
35.3
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 109+48
CROSS SECTION 110+00
CROSS SECTION 110+59
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805385
AW AW
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
O F
F
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
C
4' WALKWAY
AT TURNOUT
T U
R N
O U
T
N
B A
L L
A S
T
4' WALKWAY
AT TURNOUT
T U
R N
O U
T
N
B A
L L
A S
T
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.3 35.3
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 110+83
CROSS SECTION 111+00
CROSS SECTION 111+50
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805386
AW AW
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
C
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T R
A C
K
C
4' WALKWAY
AT TURNOUT
O F
F
T U
R N
O U
T
N
B A
L L
A S
T
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.3
35.3
10" BALLAST (TYP)
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 111+71
CROSS SECTION 112+00
CROSS SECTION 113+00
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112
TO C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805387
AW AW
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
1.0' (TYP.)
O F
F
T R
A C
K
A
O F
F
T R
A C
K
C
O F
F
T R
A C
K
B
O F
F
O F
F
T R
A C
K
A
O F
F
T R
A C
K
B
O F
F
T U
R N
O U
T
N
T R
A C
K
A
O F
F
T R
A C
K
B
4' WALKWAY
AT TURNOUT
T U
R N
O U
T
N
B A
L L
A S
T
4' WALKWAY
AT TURNOUT
O F
F
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
35.0 35.0
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 113+32
CROSS SECTION 114+00
CROSS SECTION 114+37
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112 TO
C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805388
AW AW
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
0 10 20 30 40 50 60 70 80 90 100 110 120-10-20-30-40-50-60-70-80-90-100
7"x 9"x 8.5' TIMBER TIE (TYP)
12" BALLAST UNDER TIMBER TIE (TYP)
EXISTING GROUND (TYP)
1.0' (TYP.)
O F
F
T R
A C
K
B
O F
F
T R
A C
K
B
F E
N C
E
F E
N C
E
F E
N C
E
F E
N C
E
34.9 35.1
INDOT TYPE 2A GEOTEXTILE FABRIC ON TOP OF
COMPACTED SUBGRADE (TYP) (SEE NOTE 4)
GRAPHIC SCALE
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
0 20'5' 10'
1" = 10'
CROSS SECTION 115+00
CROSS SECTION 115+92.70
1. FOR PROPOSED TRACK PROFILES, SEE DRAWINGS R1212 TO R1272.
2. FOR PROPOSED TRACK CROSS SECTIONS, SEE DRAWINGS R1412 TO
R1502.
3 FOR SITE LAYOUT, FENCE AND UTILITY PLAN, SEE DRAWINGS C1112
TO C1142.
4. FOR OVERALL GRADING AND DRAINAGE PLAN, SEE DRAWINGS C1312
TO C1342.
5. RAILROAD STATIONING BASED ON "B" AND "B1" TRACK, SPECIFICALLY
THE LATTER.
6. ALL SECTIONS LOOKING NORTH.
12805389
AW AW
(15)
ELECTRICAL SYMBOLS
S L 1 A
LIGHTING FIXTURES
SUBSCRIPTS: A = LIGHT FIXTURE TYPE
L1A:1b = PANELBOARD NAME, CIRCUIT 1, CONTROL ZONE b
RECESSED, CEILING OR PENDANT MOUNTED FIXTURE
WALL MOUNTED LIGHT FIXTURE
EMERGENCY FIXTURE
WALL WASHER
LINEAR WALL WASHER
SURFACE OR PENDANT STRIP FIXTURE
RECESSED OR SURFACE 2 x 2 FIXTURE
RECESSED OR SURFACE 2 X 4 FIXTURE
RECESSED OR SURFACE 1 X 4 FIXTURE
WALL MOUNTED FIXTURE
PENDANT LINEAR FIXTURE
BATTERY PACK WITH HEADS
ILLUMINATED BOLLARD
ROADWAY OR PARKING LOT STANDARD
BUILDING MOUNTED WALLPACK
CEILING OR PENDANT MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
SHADING INDICATES ILLUMINATED FACE OF EXIT SIGN
ARROW INDICATES EXIT SIGN DIRECTIONAL ARROW
RECEPTACLES
SUBSCRIPTS: 1b = CIRCUIT 1, CONTROL ZONE b, K=K RATED POWER, P=PROJECTOR, WP =
WEATHERPROOF WHILE IN USE COVER, S = SWITCHED, F = FLUSH FLOOR, SM = SURFACE
MOUNT FLOOR
DUPLEX RECEPTACLE, (CT = COUNTER TOP HEIGHT, GFI = GROUND-FAUL INTERRUPTER)
QUADRUPLEX RECEPTACLE
SPECIAL RECEPTACLE, NEMA DESIGNATION AS INDICATED
DUPLEX CEILING RECEPTACLE
QUADRUPLEX CEILING RECEPTACLE
SPECIAL CEILING RECEPTACLE, NEMA DESIGNATION AS INDICATED
DUPLEX FLOOR RECEPTACLE
QUADRUPLEX FLOOR RECEPTACLE
SPECIAL FLOOR RECEPTACLE, NEMA DESIGNATION AS INDICATED
SWITCHES AND CONTROLS
SINGLE POLE TOGGLE SWITCH
SUBSCRIPTS: 3b = TYPE 3, CONTROL ZONE b
3 = 3-WAY, 2 = DOUBLE POLE, 4 = 4 WAY,
D = DIMMER, K = KEY OPERATED, XP = EXPLOSION PROOF,
T = TIMER OPERATED, LV = LOW VOLTAGE,
OS = OCCUPANCY SENSOR, F = FUSED, P = PILOT LIGHT,
M = MANUAL MOTOR STARTER
DIMMING SYSTEM
OCCUPANCY SENSOR, CEILING MOUNTED, MULTI DIRECTIONAL
OCCUPANCY SENSOR, WALL MOUNTED, DIRECTIONAL
TIME CLOCK
PUSHBUTTON OR CONTROL STATION
PHOTOELECTRIC RELAY
LIGHTING CONTACTOR
FUSED DISCONNECT SWITCH
30 = SWITCH AMPERE RATING
(15) = FUSE AMPERE RATING
NON-FUSED DISCONNECT SWITCH
30 = SWITCH AMPERE RATING
VARIABLE FREQUENCY DRIVE
PRE-WIRED CONTROL PANEL
SITE
POLE MOUNTED TRANSFORMER
PAD MOUNTED TRANSFORMER
UTILITY POLE
NEW MANHOLE, E=ELEC, C=COMM, P=PULLBOX, H=HANDHOLE
ELECTRICAL DUCTBANK (PRIMARY)
ELECTRICAL DIRECT BURIED CONDUITS (SECONDARY)
OVERHEAD WIRES
REFER TO CIVIL PLANS, SHEET C0011, FOR OTHER
UTILITY SYMBOLS AND ABBREVIATIONS.
GENERAL:
CIRCUIT HOME RUN
EQUIPMENT
MOTOR
RACEWAYS AND WIRES
JUNCTION BOX, CEILING MOUNTED
JUNCTION BOX WALL MOUNTED
JUNCTION BOX FLOOR MOUNTED
DEPICTION OF EXISTING AND NEW ELECTRICAL WORK
LIGHTWEIGHT SOLID LINE = EXISTING TO REMAIN
HEAVY DASHED LINE = REMOVE OR RELOCATE EXISTING
HEAVY SOLID LINE = NEW WORK
DISTRIBUTION EQUIPMENT (EQUIPMENT PREFIX)
LIGHTING OR RECEPTACLE PANELBOARD
RELAY CABINET (RC)
TRANSFORMER (T)
EQUIPMENT DESIGNATION LOGIC
SPECIAL PREFIX (E=EMERGENCY, S=STANDBY, U=UPS, K=K-RATED) IF
APPLICABLE
VOLTAGE (L=208Y/120V, H=480Y/277V)
AREA DESIGNATOR, BUILDING, LEVEL OR FLOOR NO.
SEQUENCE (A, B, C...), IF APPLICABLE
ONE-LINE DIAGRAMS
FUSED CUTOUT
TRANSFORMER
CURRENT TRANSFORMER
PANELBOARD
DISCONNECT SWITCH, 30 = AMPERE RATING
FUSE, (20) = AMPERE RATING
MOLDED CASE CIRCUIT BREAKER, 20 = TRIP RATING
SURGE PROTECTIVE DEVICE
ELECTRICAL UTILITY METER: M=UTILITY METER
V=VOLT METER
W=WATT METER
GROUND
ES
PE
T
M
J
J
J
3b
VFD
PWCP
(20)
(XX)
M
SPD
ELECTRICAL GENERAL NOTES
1. ALL SYMBOLS, ABBREVIATIONS AND GENERAL NOTES SHOWN ARE NOT
NECESSARILY USED ON THIS PROJECT.
2. SEE ONE-LINE DIAGRAM FOR WIRE SIZES, CONDUIT SIZES, AND DEVICE RATINGS
NOT SHOWN ON SITE PLANS.
3. VOLTAGE DROP SHALL BE CONSIDERED WHEN DETERMINING THE EXACT ROUTING
OF BRANCH WIRING. INCREASE BRANCH CIRCUIT CONDUCTOR SIZE AS
NECESSARY TO MAINTAIN NO MORE THAN 3 PERCENT VOLTAGE DROP BETWEEN
THE PANELBOARD AND THE FURTHEST BRANCH DEVICE. BASED ON THE PANEL
BOARD DIRECTORY LOAD AND ACTUAL CIRCUIT ROUTING.
4. UNLESS OTHERWISE NOTED, ALL ELECTRICAL WORK AND MATERIALS ARE NEW
AND SHALL BE PROVIDED BY CONTRACTOR.
5. MOUNTING HEIGHTS ABOVE FINISHED GRADE, TO CENTERLINE OF DEVICE.
6. ALL UNDERGROUND CONDUITS SHALL BE PVC CONDUITS EXCEPT WHEN
TRANSITIONING FROM BELOW GRADE TO ABOVE WHERE RIGID STEEL CONDUIT
SHALL BE USED. RIGID STEEL CONDUIT SHALL ALSO BE USED WITHIN 6-INCHES
PRIOR TO TRANSITION.
ELECTRICAL ABBREVIATIONS
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ARCH ARCHITECTURAL
AV AUDIO AND VISUAL
BKR BREAKER
BLDG BUILDING
C CONDUIT
CAB CABINET
CB CIRCUIT BREAKER
CKT CIRCUIT
CLG CEILING
CONST CONSTRUCTION
CONT CONTINUATION
CT COUNTER TOP
DIST DISTRIBUTION
DS DISCONNECT SWITCH
DWG DRAWING
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
FACP FIRE ALARM CONTROL PANEL
FDR FEEDER
G GROUND
GEN GENERATOR
GFI GROUND FAULT CIRCUIT INTERRUPTER
GFGI GOVERNMENT FURNISHED, GOVERNMENT
INSTALLED
GFCI GOVERNMENT FURNISHED, CONTRACTOR
INSTALLED
HVAC HEATING, VENTILATION AND AIR CONDITIONING
IDS INTRUSION DETECTION SYSTEM
JB JUNCTION BOX
LTG LIGHTING
MCB MAIN CIRCUIT BREAKER
MECH MECHANICAL
MH MOUNTING HEIGHT
MLO MAIN LUGS ONLY
MTS MANUAL TRANSFER SWITCH
N NEUTRAL
OH OVERHEAD
PC PERSONAL COMPUTER
PWR POWER
QTY QUANTITY
RECP RECEPTACLE
RM ROOM
SECT SECTION
SPEC SPECIFICATION
SURF SURFACE
SW SWITCH
SYM SYMMETRICAL
SPD SURGE PROTECTION DEVICE
TEL TELEPHONE
TELCOM TELECOMMUNICATIONS
TYP TYPICAL
UG UNDERGROUND
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER
SUPPLY
VD VOLTAGE DROP
VFD VARIABLE FREQUENCY DRIVE
WP WEATHERPROOF
XFMR TRANSFORMER
XP DUST IGNITION-PROOF
Y WYE CONNECTED
L1B-1,3
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
12805390
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
H
I G
H
W
S D
S D
S D
S
D
S
D
S
D
S
D
S D
E1002
B1
P#2
S1
L1A:1,3
P#3
S1
L1A:1,3
S2
L1A:1,3
S1
L1A:5,7
S2
L1A:5,7
S1
L1A:5,7
S2
L1A:5,7
S1
L1A:5,7
S1
L1A:5,7 S1
L1A:5,7
S1
L1A:5,7
S1
L1A:9,11
S1
L1A:9,11
S1
L1A:9,11
S2
L1A:9,11
L1A-9,11 L1A-13,15
S2
L1A:13,15
S1
L1A:13,15
S2
L1A:13,15
P#6
P#7 P#8
P#9
P#10
P#11
P#13
P#14
P#12
P#15
P#18
P#19
P#20
P#21
P#22
P#23
P#24
P#16
S1
L1A:13,15
P#17
P#1
P#4
E S
E S
E S
E S
ES
ES
E S
ES
ES
E S
E S
E
E
E
E S
E S
ES
ES
ES
ES
ES
ES
ES
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
ES
ES
E S
E S
ES
ES
E S
E S
ES
E S
E S
ES
ES
E
S
ES
ES
S1
L1A:1,3
S1
S1
L1A:6
L1A-12
L1A:2,4
S1
L1A:1,3
S1
L1A:5,7
L1A:8
L1A:10
L1A-14
L1A-16
INTERCEPT POINT "A"
INTERCEPT POINT "B"
EXISTING
IDEA-1-2
LOCATION
P#5
S1
E S
E S
ES
ES
E
E
E
IDEA-1-1A
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
1" = 60'
A1
OVERALL SITE PLAN
N
1" = 30'
B1
PARTIAL SITE PLAN
KEYNOTES
1. NEW 50-FOOT WOOD POLE , CLASS 3. SEE DETAILS ON E-5022.
2. RELOCATED EXISTING OHW FROM EXISTING POLE IDEA-1-2 TO NEW POLE.
LABEL NEW POLE IDEA-1-1A. SHORTEN THE LENGTH OF EXISTING OHW AS
REQUIRED PER NEW POLE LOCATION.
3. TRANSITIONING AT UTILITY POLE FROM OH DOWN TO UG 15kV, 3/C, CABLE IN
NEW 2-INCH PVC CONCRETE ENCASED CONDUIT BETWEEN NEW UTILITY
POLE AND INTERCEPT POINT A.
4. UG 15kV, CABLE IN EXISTING UG CONCRETE ENCASED CONDUIT BETWEEN
INTERCEPT POINT A & B.
5. PAD MOUNTED TRANSFORMER. EXTEND CONDUIT FROM INTERCEPT B TO
PRIMARY COMPARTMENT OF TRANSFORMER.
6. AMI METER MOUNTED TO THE POLE NEAR TRANSFORMER.
7. NEMA 4X, MAIN DISCONNECT AND PANELBOARD L1A MOUNTED TO
U-CHANNEL STRUCTURE NEAR TRANSFORMER.
8. TELECOMMUNICATIONS CABINET. COORDINATE REQUIREMENTS WITH
TELECOMMUNICATIONS DRAWING PRIOR TO INSTALLATION OF CONDUITS
AND RELATED BRANCH CIRCUITS. REFER TO ONE LINE DIAGRAM.
9. LIGHT POLE, TYPICAL. REFER TO DETAILS ON SHEET E5012.
10. POWER TO CAMERA MOUNTED ON THIS POLE. REFER TO
TELECOMMUNICATIONS DRAWINGS FOR POWER CONNECTION
REQUIREMENTS AND MOUNTING DETAILS. PROVIDE 2#10,1#10G, IN 1-INCH
CONDUIT UON.
11. GUY WIRE TO BALANCE NEW UTILITY POLE. REFER TO DETAIL ON SHEET
E5022.
12. 2#8, 1#8G IN 1-INCH DIRECT BURIED, SCHEDULE 40, PVC CONDUIT FOR
LIGHTING.
13. 2#6, 1#6G IN 1-INCH DIRECT BURIED, SCHEDULE 40, PVC CONDUIT FOR
LIGHTING.
14. ONE 2-INCH CONDUIT FOR LIGHTING AND ONE 2-INCH CONDUIT FOR POWER
TO CAMERA ON EAST SIDE. PLUS TWO SPARE 2-INCH CONDUITS WITH PULL
STRING. ALL CONDUITS UNDER RAILROAD TRACKS SHOULD BE CONCRETE
ENCASED WITH REINFORCED BARS AND MINIMUM 5'-6" BELOW BASE OF
RAIL. REFER TO DETAIL A1 ON SHEET E5012.
15. STANDARD ELECTRICAL HANDHOLE, NON-TRAFFIC, TYPE 7, 12-INCHES X
24-INCHES X 24-INCHES DEEP. WITH (2) 2-INCH MOUSEHOLES.
16. CONNECT NEW UG DUCTBANK TO EXISTING UG DUCTBANK AT INTERCEPT
POINT "A". EXISTING 15KV CABLE TO BE REMOVED BACK TO POLE IDEA1-2.
REFER TO CIVIL DRAWING FOR ADDITIONAL DEMOLITION NOTES.
GENERAL SHEET NOTES
1. REFER TO DEMOLITION SHEETS AND CIVIL SITE DEMOLITION SHEETS FOR
ELECTRICAL SITE AND BUILDING DEMOLITION REQUIREMENTS.
2. LIGHT POLES ARE NUMBERED "P#" FOR COORDINATION PURPOSES.
3. REFER TO LIGHTNING PROTECTION DRAWING FOR ADDITIONAL
INFORMATION. COORDINATE LIGHTNING PROTECTION SYSTEM (LPS) POLE
LOCATIONS AND LPS GROUNDING LOOP WITH LIGHT POLE LOCATIONS,
RELATED UG POWER CONNECTIONS AND OTHER UTILITIES ON THE SITE.
120'30' 60'
1" = 60'
GRAPHIC SCALE
12805391
3000 PSI CONCRETE
FINISHED GRADE
WARNING TAPE
M
I N
4.62"
(REF)
T
Y P
M
I N
4.0"
(MIN)
M
I N
21.12"
(2) #4 STEEL REBAR
(TOP AND BOTTOM)
#4 STEEL REBAR TIES @12-INCHES
SNAP-LOCK BASE SIZE 2"X2" OR
APPROVED EQUAL (INSTALL AT 8'
INTERVALS)
POLYETHYLENE INSULATED SOLID
COPPER TRACER WIRE
2-INCH PVC CONDUIT
FOR SITE LIGHTING
2-INCH CONDUIT
FOR POWER TO CAMERAS
4.25"
(REF)
BASE OF RAIL TRACKS
2-INCH CONDUIT
SPARE
2-INCH PVC CONDUIT
SPARE
3000 PSI CONCRETE
FINISHED GRADE
WARNING TAPE
M
I N
4.62"
(REF)
T
Y P
M
I N
4.0"
(MIN)
M
I N
21.12"
UNDER PAVED SURFACES
ONLY: (2) #4 STEEL REBAR
(TOP AND BOTTOM)
#4 STEEL REBAR TIES @12-INCHES
SNAP-LOCK BASE SIZE 2"X2" OR
APPROVED EQUAL (INSTALL AT 8'
INTERVALS)
POLYETHYLENE INSULATED SOLID
COPPER TRACER WIRE
2-INCH PVC CONDUIT
2-INCH CONDUIT
4.25"
(REF)
EXISTING
MESH
SYSTEM
ANTENNA MOUNTED
TO APPROVED
LOCATION
PSNET
POP
ELECTRIC
AMI METER
WITH RADIO
ION8600, FORM 9S OR
APPROVED EQUAL
ILLUSTRATION:
ELECTRIC METER ENCLOSURE WITH INTEGRATED - OUTDOOR
(MOUNTED ON POLE OR C-CHANNEL STRUCTURE)
U-CHANNEL
STRAPPED
TO POLE
U-CHANNEL
SUPPORT
CONCRETE BASE
KEYNOTES
1. PROVIDE OUTDOOR RATED COAX CABLE (LMR400 OR EQUAL) INSIDE 3/4
INCH CONDUIT FROM METER ENCLOSURE TO ANTENNA LOCATION.
2. INSTALLATION HEIGHT SHALL BE A MINIMUM OF 50-INCHES, A
RECOMMENDED HEIGHT OF 60-INCHES ABOVE GROUND LEVEL.
3. ALL UNITS SHALL BE EQUIPPED WITH INTEGRATED LIGHTNING
ARRESTORS.
4. WIRING AND CONDUIT FROM TRANSFORMER SECONDARY COMPARTMENT
TO CT'S AND METER ENCLOSURE. REFER TO ONE-LINE DIAGRAM FOR
CONDUIT AND WIRING SIZES AND DETAIL C1/E5022 FOR ADDITIONAL
INFORMATION.
5. #1/0 GROUNDING CONDUCTOR. BOND TO LIGHTING PROTECTION SYSTEM
(LPS). REFER TO LPS DRAWING FOR BONDING REQUIREMENTS.
501 North Broadway
Saint Louis, MO 63102
(314) 335-4000
LAUREN SHIPMAN
CRANE ARMY AMMO ACTIVITY
11/21/2019
TOP VIEW
19 IN
4 IN
POLE AS
INDICATED
36.5 IN
LUMINARIES REQUIREMENTS:
1. HOUSING - DIE-CAST ALUMINUM OR DIE-CAST AND EXTRUDED ALUMINUM WITH INTEGRAL, SELF-CLEANING
HEAT SINK FINS, RIBS, OR EQUIVALENT PASSIVE COOLING MECHANISM. HEAT SINK SHALL BE INCORPORATED
DIRECTLY INTO HOUSING TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION.
2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER POWDER COAT. FINISH
SHALL PASS 2500 HOUR SALT SPRAY TEST PER ASTM B117. FINISH COLORS INCLUDE DARK BRONZE, SILVER, OR BLACK WITH CUSTOM COLORS AVAILABLE.
3. POWER SUPPLY/LED DRIVER - PROVIDE IN SEPARATE COMPARTMENT ACCESSIBLE WITHOUT THE USE OF
HAND TOOLS. CLASS 1 DRIVER SHALL OPERATE AT 240V, 60 HZ; OTHER VOLTAGES OPTIONAL. POWER
FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD. MINIMUM EFFICACY SHALL BE 60 LM/W
AT MAXIMUM 600 mA OPERATING CURRENT.
4. LED OPTICAL ASSEMBLY - NUMBER OF LED ARRAYS SHALL VARY TO ACCOMMODATE DESIRED LUMINARIES
OUTPUT. PROVIDE WITH EQUIVALENT NEMA TYPE III, IV OR V DISTRIBUTION AS INDICATED. BUG UPLIGHT
RATING OF U0, WITH BACKLIGHT AND GLARE RATINGS AS DETERMINED BY LIGHTING ZONE INSTALLED.
MINIMUM COLOR RENDERING INDEX (CRI) SHALL BE 70 FOR CORRELATED COLOR TEMPERATURE (CCT) OF
5000 DEGREES K.
5. SURGE PROTECTION - 6 kV MINIMUM, COMPLIANT WITH ANSI C62.41.2.
6. CERTIFICATION - UL AND/OR ETL LISTED, MINIMUM IP65 RATED PER ANSI/IEC 60529, AND RoHS COMPLIANT.
7. OPTIONS - PHOTOCELL, BIRD SPIKES.
8. OTHER - THE ABOVE SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE THAT MAY
MEET THE SPECIFICATION REQUIREMENTS AND IS NOT INTENDED TO INDICATE A CERTAIN MANUFACTURER'S
PREFERENCE. ALL DIMENSIONS ARE NOMINAL AND VARY PER MANUFACTURER.
REVISED: MARCH 2013
XL-03
LUMINAIRE PLATE:
LED AREA LUMINAIRE
OPTIONAL
PHOTOCELL
SOURCE
EACH
WATTS
LAMPMOUNTINGMARK
LAMP DATA
VOLTS
STYLE NO. & TYPE
LUMINAIRE SCHEDULE
NOTE :
1. POLES WITH CAMERAS SHALL BE STEEL WITH CONCRETE BASE, POLE XL-27E, ANCHOR BASE XL-29, PROVIDE APPROPRIATE MOUNTING BRACKET. PROVIDE
LOW TEMPERATURE LED DRIVER. USE WOOD TYPE POLES FOR ALL OTHER LIGHT POLES. AS BID OPTION PROVIDE PRICING FOR USE OF STEEL POLES WITH
CONCRETE BASES FOR ALL LIGHT POLES.
2. DUAL FUSE FOR 240V FIXTURE.
3. EXTENDED TEMPERATURE RANGE FOR LED DRIVERS REQUIRED FOR LUMINAIRES LOCATED OUTDOORS.
4. REFER TO TELECOMMUNICATIONS DRAWINGS FOR CAMERA MOUNTING POWER CONNECTION REQUIREMENTS.
DISTRIBUTION TYPE
LUMENS
S1 POLE MOUNTED 140WLED 240VXL-03 18,5514000K
NOTES
NOTE 1, 2, 3
B.O.D. LIGHT
TYPE IV FORWARD THROW
REVISED: MARCH 2013
XL-29
LUMINAIRE PLATE:
ANCHOR BASE POLE FOUNDATION
A
POLE
HEIGHT
B
31'-40' 78" 30"
"A"
4"
"B"
FINISHED GRADE
INSULATED COPPER GROUNDING
CONDUCTOR ATTACHED TO INTERNAL
LUG WELDED TO INTERIOR OF POLE.
#1/0 COPPER.
CHAMFER ALL EDGES OF CONCRETE
BASE 1/2"
HANDHOLE
POLE
CONDUIT STUBBED UP ADJACENT TO
HANDHOLE; NUMBER AND SIZE AS
REQUIRED
SET TOP OF CONCRETE
FOUNDATION 4" ABOVE
GRADE
COPPER EQUIPMENT
GROUNDING CONDUCTOR -
ATTACH TO INTERNAL LUG
WELDED TO INTERIOR OF
POLE. CONDUCTOR TO BE
SAME SIZE AND TYPE AS
SUPPLY PHASE
CONDUCTOR.
CIRCUIT CONDUCTORS AND CONDUIT
TO POWER SOURCE OR NEXT POLE
(1) CONDUIT FOR LIGHTING POWER
(1) CONDUIT FOR CAMERA POWER
(1) CONDUIT FOR
TELECOMMUNICATIONS
CONCRETE PER
SPECIFICATION
CIRCUIT CONDUCTORS AND
CONDUIT TO POWER SOURCE OR NEXT POLE
(1) CONDUIT FOR LIGHTING POWER
(1) CONDUIT FOR CAMERA POWER
(1) CONDUIT FOR TELECOMMUNICATIONS
ANCHOR BOLTS AS
RECOMMENDED BY
MANUFACTURER OF POLE
#4 BARS VERTICAL AT 6"
EACH FACE
#3 BARS AT 12" ON CENTER
HORIZONTALLY
3/4" X 10' GROUND ROD
REVISED: MARCH 2013
XL-27
LUMINAIRE PLATE:
ANCHOR BASE STEEL POLE
TAPERED OR STRAIGHT STEEL POLE. CROSS SECTIONAL SHAPE AND
COLOR AS INDICATED.
NOTES:
COORDINATE TOTAL EPA WITH SPECIFICATIONS.
WIRING HANDHOLE MINIMUM 2 1/2" X 5" CLEAR OPENING WITH COVER
AND STAINLESS STEEL SCREWS.
INTERNAL GROUNDING LUG.
TERMINATE C0NDUITS INTERNALLY, ADJACENT TO HANDHOLE.
FULL BASE COVER - TW0 PIECE GALVANIZED STEEL.
CONCRETE FOUNDATION - SEE PLATE XL-29.
(1) CONDUIT FOR LIGHTING POWER
(1) CONDUIT FOR CAMERA POWER
(1) CONDUIT FOR TELECOMMUNICATIONS
REFER TO DRAWINGS FOR CONDUIT SIZES.
"U"
POLE
TYPE
FOR WIRING. COORDINATE WITH LUMINAIRE.
XL-27
E
MAST ARM OPTION - COORDINATE WIRING AND BOLT HOLES
WITH MAST ARM PROVIDED.
DIM
1'-6"
"U"
9"
12"
BASIS OF DESIGN
BASIS OF DESIGN
NOT TO SCALE
A1
TYPICAL DUCTBANK DETAIL
NOT TO SCALE
A3
AMI METERING CONNECTION DETAIL
NOT TO SCALE
A4
AMI METERING MOUNTING DETAIL
NOTE 3
S2 POLE MOUNTED 140WLED 240VXL-03, XL-17, XL-29 18,5514000K NOTE 1, 2, 3, 4TYPE IV FORWARD THROW
12805392
WOOD CROSSARM
SUSPENSION INSULATOR
AL TO CU CONNECTOR (TYP)
#2 ASCR, 15KV CONDUCTOR
600V, #4, COPPER CONDUCTOR
9KV LIGHTNING ARRESTER
GROUND WIRE
NEW GUY AND ANCHOR
15KV FUSE CUTOUT
SEE ONE LINE FOR SIZE
15KV CABLE TERMINATION
15KV SHIELDED CABLE
PROVIDE BUSHING AND SEAL
END OF CONDUCTOR
SEE ONE LINE FOR SIZE
2" RGS RISER
SEE ONE LINE FOR SIZE
LAG BOLT
WITH SQUARE
WASHER
GUY ATTACHMENT
FIBERGLASS STRAIN
INSULATOR
7 STRAND GUY WIRE
DEADEND FOR
GUY STRAND
DEADEND FOR
GUY STRAND
SERVE OR CLIP
MAX AFTER
STRAIN IS
APPLIED
5"
6"
12"
5"
GRADE
SCREW ANCHOR
PROVIDE NEW
ANCHOR ROD
NOTES:
1. ANCHOR AND GUY…
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