W912ES20B0010 Montevideo RR PLANS.pdf
PDF 11 MB Posted
- Attached to
- Montevideo Railroad Emergency Flood Barrier Construction Federal contract opportunity
- Solicitation number
- W912ES20B0010
About this file
This document package includes plans and specifications for the Montevideo Railroad Emergency Flood Barrier Construction project. The U.S. Army Corps of Engineers, St Paul District is soliciting bids for construction of an emergency flood barrier across the Twin Cities and Western Railroad alignment in Montevideo, Minnesota. Work requires time-sensitive railroad closure under a MnDOT bridge with low head room. The project has an estimated value between $500,000 to $1,000,000. The NAICS code is 237990 for other heavy and civil engineering construction. Bids are due by the date specified in solicitation number W912ES20B0010. Plans show layout of closure structures, retaining walls, and grading points. Specifications provide requirements for sheet piling, concrete, reinforcing, stoplogs, and railroad components.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES20B0010 Montevideo RR Closure Bid Abstract.pdf | ||
| W912ES20B0010 0003 Montevideo RR Bid Procedures.pdf | ||
| W912ES20B0010 0002 Montevideo RR Work Completion.pdf | ||
| W912ES20B0010 0001 Montevideo RR Updates.pdf | ||
| W912ES20B0010 Montevideo RR SPECS.pdf |
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Text version
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ELEVATION - RAILROAD CLOSURE AND WALLS (LANDSIDE)
0 4' 8'2'
0 4' 8'2'
TIE (TYP.)
RAILROAD
SCALE: 1/4" = 1'
SCALE: 1/4" = 1'
(T Y
P
/4
7'-2 1/4 " 3'-9 1/2 " 7'-2 1/4 "4'-4"
11" 11"
PILE EL. 914.92
BOT. OF SHEET
BALLAST
TRACK
TIE
RAILROAD
28'-8"
7'-2 1/4 "4'-4" 4'-4"7'-2 1/4 "
28'-8"
4'-8 1/2 "
D5
SR301
D1
SR301
A1
SR301
D8
SR301
EL. 925.36
M F
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A3
ST501
B8
SR301 D3
ST501
D6
ST501
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ST501
T S
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PLAN VIEW - RAILROAD CLOSURE AND WALLS
S T P
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PILE EL. 939.92
TOP OF SHEET
3/16 3
3/16 3
CAP EL. 939.95
TOP OF CHANNEL ABUTMENT, TYP.
OF SHEET PILE INTO
9" EMBEDMENT
THICKNESS OF 3/8"
SHEET PILE, MIN. WEB
CHANNEL CAP WELDED TO
THICKNESS OF 3/8"
SHEET PILE, MIN. WEB
CHANNEL CAP WELDED TO
GENERAL SHEET PILES SHEET NOTES:
S T P
A U
L
M
IN
N E
S O
T A
M O
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E V
ID
E O F
R M R
A
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L O
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M O
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ID
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M N
M O
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LANDSIDE
RIVERSIDE
E L E
V A
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IO
N D
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V E
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LINE
GROUND
EXISTING
STRAP (TYP.)
TIE DOWN
PLATE (TYP.)
3/16" BENT
CAP EL. 939.95
TOP OF CHANNEL
PILE EL. 939.92
TOP OF SHEET
90.49°
.9
'-8 /8
CHANNEL
CAP
9 3/4 " CHANNEL CAP
16'-11" CHANNEL CAP
AFTER SHEET PILE DRIVING.
THE EMBANKMENT SLOPE SHOULD BE RESTORED TO PRE-PROJECT GRADES
4. EMBEDDED SHEET PILE SHOULD HAVE FILLED OVER IT TO ELEVATION 941.00 AND
PILE DRIVING PER MANUFACTURER’S INSTRUCTION.
SHALL BE APPLIED TO THE ENTIRE LENGTH OF THE INTERLOCKS PRIOR TO SHEET
3. ALL SHEET PILE INTERLOCKS SHALL HAVE INTERLOCK SEALANT. THE SEALANT
SEE SPECIFICATIONS SECTION: 31 41 16 METAL SHEET PILING
MINIMUM SECTION MODULUS PER FOOT OF WALL: 31.0 IN /FT
MINIMUM WEB AND FLANGE THICKNESS: 0.375 INCHES
MATERIAL: ASTM A572 GRADE 50
2. SHEET PILE SECTIONS SHALL MEET THE FOLLOWING REQUIREMENTS:
ONLY.
1. SHOWN SHEET PILE SECTIONS LAYOUT IS BASED ON PZ22. IT IS FOR ILLUSTRATION
SEE NOTE 4
SEE NOTE 4
EL. 926.36
EL. 926.11
M
IN
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H E
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M B
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M E
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EMBEDMENT)
'-0 " M
IN
SHEET
PI
LE
~34'-11" (SHEET PILE)27'-2" (SHEET PILE)~56'-5 3/4" (SHEET PILE)
EL. 933.96
TOP OF SILL
V A
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S S
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B A
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EL. 940.94
3'-9 1/2 "
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U .S
A R
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D1
A1
B5
B8
D5
D8
EL. 928.36
EL. 926.36
EL. 928.36
EL. 926.36
EL. 928.36
EL. 926.36
EL. 933.41
EL. 933.41
EL. 933.96
EL. 933.41
EL. 926.36
EL. 928.36
SECTION - CLOSURE STRUCTURE ON SOUTH WEST SIDE SECTION - THROUGH CLOSURE STRUCTURE ABUTMENT
SCALE: 1/2" = 1' SCALE: 1/2" = 1' SCALE: 1/2" = 1'
SCALE: 1/2" = 1'
SCALE: 1" = 1' SCALE: 1" = 1'
SECTION - CLOSURE STRUCTURE SILL
SECTION - CLOSURE STRUCTURE @ COLUMN/PIER
DETAIL - RAIL CLIP AT CLOSURE STRUCTURE DETAIL - RAIL CLIP AT SILL
0 2' 4'1' 0 2' 4'1' 0 2' 4'1'
0 2' 4'1'
0 1' 2'6" 0 1' 2'6"
6'-0"
7 5/8 "
3'-0" 1'-0" 1'-0" 2'-0"
7 5/8 "
1'-0"4'-0"
F O
R
L A
P F O
R
L A
P
16'-0"
2'-9"2'-9"
16'-0"
2'-9"
16'-0"
2'-9"
16'-0"
2'-0" 1'-0"
ABUTMENT
STRUCTURE
CLOSURE
(TYP.)
STOPLOG
EL. 933.96
& TOP OF RAIL
TOP OF SILL
#6 @ 6" W/
#6 @ 6"
#6 @ 12"
#6 @ 6"
#6 @ 12"
#6 @ 6"
#6 @ 12"
A1
ST501
EL. 925.36 EL. 925.36 EL. 925.36
EL. 915.78
#6 @ 6"
4" CLR TYP.
C L
R
C L
R
REINFORCING
SEE ABUTMENT
REINF.
MATCH ABUTMENT
DOWELS W/ STD
EL. 933.96
& TOP OF RAIL
TOP OF SILL
#6 @ 6" W/
#6 @ 6"
4" CLR TYP.
C L
R
C L
R
ABUTMENT
STRUCTURE
CLOSURE
E1
ST501
A7
ST501
LANDSIDE RIVERSIDE RIVERSIDELANDSIDE
LANDSIDE RIVERSIDE
EL. 933.96
& TOP OF RAIL
TOP OF SILL
EL. 933.41
EL. 915.78 EL. 915.78
EL. 915.78
#6 @ 6"
#6 @ 12"
EL. 925.36
C L
R
C L
R
4" CLR TYP.
#6 @ 6"
#6 @ 6" W/
B5 RECOMMENDATION
MANUFACTURER'S
GROUTED PER
DRILLED & EPOXY
SILL SUPPORT
STRUCTURE
CLOSURE
5" LONG
@ 12" C. TO C.
RAIL
CHANNEL
BASE
S.S. C10x20
RAIL
C10x20 (TYP.)
CHANNEL, S.S.
STOPLOG SILL
STOPLOG
PLATE
3/16" BENT
STRAP
TIE DOWN
T S
U L L
Y
SR301
N K
T S
F
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A N
S I
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A S -B
U
IL
T N
O
F
IL
E N
A M
E
RIVERSIDE LANDSIDE
(TYP.)
GUIDE
STOPLOG
1'-0"
3/4" U-BOLT
3/4" U-BOLT
S T P
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S O
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D1
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D1
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D1
SS101
D1
SS101
D1
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A
IL
S
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L O
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A L L S
2'-3 3/4 " (TYP.)
(TYP.)
BALLAST
TIE (TYP.)
RAILROAD
8"x7"
/8
(TYP.)
1'-0"
STRUCTURE
AROUND THE
FOR BACKFILL
CLASS 5 FILL
M O
N T
E V
ID
E O
SHEET PILE SHEET PILE
BEYOND
SHEET PILE
EL. 939.92
TOP OF SHEET PILE
SHEET PILE
SHEET PILE
M O
N T
E V
ID
E O
M N
EL. 940.94
EL. 940.94EL. 940.94
E L E
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IZ
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.9
B
EL. 933.41
CLASS V BACKFILL
SUBBALLAST
S S
S S
S S
(TYP.)
RECOMMENDATION
MANUFACTURER'S
GROUTED PER
DRILLED & EPOXY
(TYP.)
RAIL CLIP
NO. 62
1'-8"
11"
7"
PAD
1/2" ELASTOMERIC
8" (TYP.)
SHIMS
AND STEEL
SOLE PLATE
3/4" STEEL
RAIL CLIP (TYP.)
NO. 62
L
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D B
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D B
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IS
S
U E D
A T
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B
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D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
/2
P
A U
L
M
IN
N E
S O
T A
M O
N T
E V
ID
E O F
R M R
A
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R O
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L O
S U
R E
S T P
A U
L D
IS
T R
IC
T
M F
R M
R R
S
T d g n
E1
DETAIL - STOPLOG SLOT
D3
DETAIL - CHANNEL BASE AT CLOSURE STRUCTURE
D6
PLAN - TYPICAL STOPLOG
E8
SCALE: N.T.S.
A1
SCALE: 1" = 1'
DETAIL - SHEET PILE EMBEDMENT
A3
A5
A7
C9
DETAIL - CLOSURE SILL AT RAIL
GENERAL SHEET NOTES:
STOPLOG SLOT
ABUTMENT
TOP OF
H.S. @ 12" O.C.
SILL
CONCRETE
SILL CHANNEL
S. S. C10x20
O .C
10"
/8
C H
A N
N E
L O
U T S
ID
E O
F T
R A
C K
S E
A C
H
/4
/2
C H
A N
N E
L B
E T
W E
E N T
R A
C K
S E
A C
H /4
/1
/4
D
IA
X
H .S S
T U
D S O .C
/1
/4
D
IA
X
H .S S
T U
D S O .C
/2
1'-4 1/2 "
4'-4"
/4
5/8 "
6"
2'-0"
V E
R
IF
Y
6"
E8
STOP LOG
ALUMINUM
6" X 6" X 1/4"
STOP LOG
ALUMINUM
6" X 6" X 1/4"
SEAL PAD
3/8" X 6"
SPACING
@ 24" EA. SIDE, ALT.
C SHEET PILEL
TIE REINFORCEMENT
BURN HOLES FOR
RIVERSIDE FACE ONLY
8 #6 VERT. BARS
(TYP.)
#6 @ 6"
CLR
4"
U/S
A5
1/4
(TYP.)
STOPLOG
H.S. @ 12" O.C.
BENT PLATE
3/8" S.S.
DETAIL - FRAME SILL PLATEDETAIL - TYPICAL STOPLOG GROOVEDETAIL - ABUTMENT REINF. TYP.
NOTE: PROVIDE 14 STOPLOGS.
SURFACE (TYP.)
BELOW PAD
RECESS HEAD 1/16"
COUNTER BORE TO
W/ WASHERS @ 12" O.C.
NO. 10 ALUM. SCREWS
12", 6" LONG
STOPLOG
(TYP.)
APPROVED ADHESIVE
CLOTH BACKING W/
3/8"x6" SEAL PAD W/
BENT PLATE
3/8" S.S.
TOP OF RAIL
LEVEL WITH
TOP OF SILL
SILL PLATE
SEE FRAME
CHANNEL,
U .N .O
C L
R T
Y P
ADHESIVE ON THE LANDSIDE
AND APPLY APPROVED
PAD SURFACE (TYP.),
SCREWS' HEAD 1/16" BELOW
COUNTER BORE TO RECESS
WASHERS @ 12" O.C. AND
GALVANIZED SCREWS W/
TO BENT PLATE W/ NO. 12
STOPLOG GROOVE, ATTACHED
THE FULL LENGHT OF
3/8" X 5" SEAL PAD FOR
SURFACE
HEAD 1/16" BELOW PAD
COUNTER BORE TO RECESS
WASHERS @ 12" O.C.
NO.10 ALUM. SCREWS W/
7"
STOP LOG FRAME
THE SILL ON THE
12" O.C. CENTER
C10x20 S.S. W/
1/4
(TYP.)
ST501
N K
T S
F
T M
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A N
S I
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A S -B
U
IL
T N
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A M
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T S
U L L
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R A
IL
R O
A D C
L O
S U
R E W
A L L S D
E T
A
IL
S
3/4" U-BOLT
3/4" U-BOLT
SILL
CONCRETE
S T P
A U
L
M
IN
N E
S O
T A
M
IN
N E
S O
T A R
IV
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SR301
D8
SS101
D1
SR301
D1
SS101
D1
SR301
D1
SS101
A1
1' 2'0 6"
SCALE: 1 1/2" = 1'
1' 2'0 6"
SCALE: 1 1/2" = 1'
1' 2'0 6"
SCALE: 1 1/2" = 1'
0 1' 2'6" 0 1' 2'6" 0 1' 2'6" 0 1' 2'6"
0 1' 2'6"
SS101
D1
M O
N T
E V
ID
E O
FILLER
BITUMINOUS
3'-0" LONG
CONTRACTOR
DETAILED AND SUPPLIED BY THE
LOGS ARE INSTALLED, TO BE
& SECURED IN PLACE WHEN STOP-
2'-0" LONG RUBBER SEAL FIT TIGHT
#4 TIES @ 6" O.C.
#6 TIES @ 6" O.C.
3"
STOPLOG
WELDED TO
M O
N T
E V
ID
E O
M N
SHOWN.
HAVE THE SAME STRENGTH AS THE ALUMINUM STOPLOGS
WEIGHT LESS THAN THE ALUMINUM STOPLOGS SHOWN AND
THE CONTRACTING OFFICER. ALTERNATE STOPLOGS SHALL
BY THE CONTRACTOR FOR THE REVIEW AND APPROVAL OF
ALONG WITH SILL PLATE AND SIDE SLOTS MAY BE PROPOSED
1. AN ALTERNATIVE TO ALUMINUM STOPLOG SHAPE AND SEAL
E L E
V A
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U M
V E
R T
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O N
T R
O L
C O
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D
IN
A T
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Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
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C O
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IN
E D F
A C
T O
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C F
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M N S
P C
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O N
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.9
B
SECTION - STOPLOG
6" LONG
@ 12" C. TO C.
S S
S S
S S
11"
CLIP (TYP.)
NO. 62 RAIL
BOLT (TYP.)
PAD
1/2" ELASTOMERIC
SHIMS
PLATE AND STEEL
3/4" STEEL SOLE
| L: | |
| j: | |
| 4 i t: | |
| DESCRIPTION: | |
| GENERAL PROJECT NOTES: | |
| GENERAL: | |
| COVERSHEET: | |
| LOCATION AND VICINITY MAP: | |
| INDEX AND LEGEND: | |
| SITE MAP AND BENCHMARKS: | |
| Row1: | |
| fill_15: | |
| Row2: | |
| fill_19: | |
| BORING LOCATIONS: | |
| BORING LOG AND LEGEND: | |
| B301Row1: | |
| MFRMRR B301XXXDGN: | |
| B301Row2: | |
| MFRMRR B301XXXDGN_2: | |
| REMOVAL PLAN: | |
| REMOVAL PROFILE: | |
| SITE PLAN: | |
| SITE PROFILES RAILROAD DRAINAGE: | |
| SECTIONS: | |
| SECTIONS RAILROAD DRAINAGE: | |
| HORIZONTAL CONTROL TABLES: | |
| Row1_2: | |
| Row1_3: | |
| Row1_4: | |
| Row2_2: | |
| fill_40: | |
| RAILROAD CLOSURE PLAN VIEW AND ELEVATIONS: | |
| CONCRETE PAD PLAN VIEW AND SECTIONS: | |
| Row1_5: | |
| Row1_6: | |
| Row1_7: | |
| Row2_3: | |
| Row2_4: | |
| Row2_5: | |
| Row3: | |
| Row3_2: | |
| Row3_3: | |
| GADD FILEHYDROGRAPHS: | |
| MINNESOTA RIVER HYDROGRAPHS 2005 2014: | |
| MONTE HYDROS2: | |
| MINNESOTA RIVER FLOW DURATION CURVES JULY DECEMBERRow1: | |
| MONTE DUR4Row1: | |
| MINNESOTA RIVER EXCEEDANCE: | |
| 8: | |
| GENERAL CROSSREFERENCING SYMBOLS: | |
| PROFILESECTIONDETAIL: | |
| E1: | |
| SUPPLEMENTAL INFORMATION: | |
| A: | |
| 2: | |
| 99999: | |
| Row1_8: | |
| of Engineers: | |
| Row1_9: | |
| Row1_10: | |
| undefined: | |
| Row1_11: | |
| Row2_6: | |
| Row2_7: | |
| Row2_8: | |
| Row2_9: | |
| Row2_10: | |
| Row2_11: | |
| Row3_4: | |
| Row3_5: | |
| Row3_6: | |
| Row3_7: | |
| Row3_8: | |
| Row3_9: | |
| Row4: | |
| Row4_2: | |
| Row4_3: | |
| Row4_4: | |
| Row4_5: | |
| Row4_6: | |
| GENERAL LEGEND: | |
| undefined_2: | |
| undefined_3: | |
| vVX: | |
| undefined_4: | |
| Ex: | |
| undefined_5: | |
| undefined_6: | |
| 3110Row1: | |
| NOl1dllclJS30Row1: | |
| llclllJRow1: | |
| 3110Row2: | |
| NOl1dllclJS30Row2: | |
| llclllJRow2: | |
| 3110Row3: | |
| NOl1dllclJS30Row3: | |
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| undefined_7: | |
| 3110Row4: | |
| NOl1dllclJS30Row4: | |
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| 3110Row5: | |
| NOl1dllclJS30Row5: | |
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| 3110Row6: | |
| NOl1dllclJS30Row6: | |
| llclllJRow6: | |
| 3110Row7: | |
| NOl1dllclJS30Row7: | |
| llclllJRow7: | |
| 3110Row8: | |
| NOl1dllclJS30Row8: | |
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| undefined_8: | |
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| undefined_10: | |
| undefined_11: | |
| undefined_12: | |
| undefined_13: | |
| undefined_14: | |
| 0: | |
| D 0 e t N: | |
| a 0 0 e t N: | |
| D r i o: | |
| a 0 r i o: | |
| 1: | |
| undefined_15: | |
| undefined_16: | |
| 0_2: | |
| undefined_17: | |
| undefined_18: | |
| undefined_19: | |
| undefined_20: | |
| PPEWA RIVER CHAN NE: | |
| undefined_21: | |
| undefined_22: | |
| undefined_23: | |
| undefined_24: | |
| l A 0: | |
| 0_3: | |
| undefined_25: | |
| undefined_26: | |
| J: | |
| undefined_27: | |
| undefined_28: | |
| undefined_29: | |
| undefined_30: | |
| undefined_31: | |
| ci z f z 0: | |
| ci z f lD ch: | |
| J 0 w w 0rff zuoo wwro uUJLJJ o rn z z zz 0 a J a i s j orii uaCC a a Cii 0 J J I: | |
| MONTEVIDEO RR CLOSURE GRADING POINTS Bl POINT ID Northing Y Easting X Elevation FEET B1 104181129 217728230 92700 B2 104179728 217723739 92800 B3 104168573 217724646 92800 B4 104167736 217729647 92700 B5 104124894 217727019 92600 B6 104124985 217725931 92621 B7 104110035 217724707 92621 B8 104109946 217725773 92600: | |
| GENERAL NOTES: | |
| SHEET KEY NOTES: | |
| w O J 0 J 0 0 O z 0 0 O 0 wo Q w 010 ow f ij 0 w z 1 u z Oz OO w 0 z 0 z 5 l w I Cl: | |
| 1 STAGING AREA HAS HEAVY TREE COVER AND IS LOW IN ELEVATION WHICH WILL REQUIRE SIGNIFICANT WORK TO ALLOW STAGING 2 POTHOLE STRIPPING AREA PRIOR TO MASS MATERIAL REMOVAL TO VERIFY DEPTH TO SAND IN THE CHANNEL DEPTH OF EXCAVATION SHOULD NOT EXCEED 2 IN THE CHANNEL BANK IF DEPTH EXCEEDS 2 COORDINATE WITH CONTRACTING OFFICER STRIP ORGANIC MATERIAL UNTIL SANDY MATERIAL IS ENCOUNTERED SANDY MATERIAL TO BE LEFT UNCOVERED: | |
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| ox 242014740: | |
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| 4780 SN2: | |
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| 21772752638880_2: | |
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| 104075934: | |
| 217726404: | |
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| S 93949 E: | |
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| 217715911: | |
| H 108442: | |
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| H4Row1: | |
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| N 33415 WH5: | |
| 17176 H5: | |
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| 217705971: | |
| s222101 w: | |
| 18744: | |
| WL10Row1: | |
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| S 890555 EWL11: | |
| 7533WL11: | |
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| 1041285932896: | |
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| N 731413 EWL12: | |
| 2896WL12: | |
| WL12Row1: | |
| 1041294288746: | |
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| S 900000 EWL13: | |
| 8746WL13: | |
| 217717895Row1: | |
| WL14: | |
| 104124731: | |
| 217717991: | |
| S 11014 E: | |
| 10944: | |
| WL15: | |
| 10411378912533: | |
| 21771821512533: | |
| S 11014 EWL16: | |
| 12533WL16: | |
| WL16Row1: | |
| 10410125949487: | |
| 21771847149487: | |
| S 11014 EWL17: | |
| 49487WL17: | |
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| 1040517824872: | |
| 2177194824872: | |
| S 883059 EWL18: | |
| 4872WL18: | |
| WL18Row1: | |
| 1040516556614: | |
| 2177243526614: | |
| S 02353 EWL19: | |
| 6614WL19: | |
| 1040450419700: | |
| 2177243989700: | |
| N 805458 EWL20: | |
| 9700WL20: | |
| WL20Row1: | |
| 104046572381 02: | |
| 217733977381 02: | |
| N 93946 WWL21: | |
| 104084134: | |
| WL21Row1: | |
| 21772758118938: | |
| 104103038: | |
| 21772871719227: | |
| N 131202 E: | |
| WL23: | |
| 104121758: | |
| 2177331083122: | |
| N 40007 EWL24: | |
| 3122WL24: | |
| 1041248 74: | |
| 2177333 26: | |
| N 31953 W: | |
| 5451: | |
| WL25Row1: | |
| 1041303166839: | |
| 2177330106839: | |
| N 572007 EWL26: | |
| 6839WL26: | |
| N 380142 E: | |
| 2711: | |
| WL27Row1: | |
| 104136143105 70: | |
| 217740437105 70: | |
| N225539 E: | |
| 1041458786845: | |
| N621135 WWL29: | |
| 6845WL29: | |
| WL29Row1: | |
| 1041490727140: | |
| 2177385 017140: | |
| S443136 wWL30: | |
| 7140WL30: | |
| WL30Row1: | |
| 1041439814194: | |
| 2177334944194: | |
| N 20602 EWL31: | |
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| WL31Row1: | |
| 1041481739430: | |
| 2177336489430: | |
| N 73219 WWL32: | |
| 9430WL32: | |
| WL32Row1: | |
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| N 293148 EWL33: | |
| 6999WL33: | |
| WL33Row1: | |
| 1041636134742: | |
| 2177358604742: | |
| N 30905 WWL34: | |
| 4742WL34: | |
| WL34Row1: | |
| 10416834814002: | |
| 2177355 9914002: | |
| N 190758 WWL35: | |
| 14002WL35: | |
| WL35Row1: | |
| 10418157714388: | |
| 21773101014388: | |
| N 115012 WWL36: | |
| 14388WL36: | |
| WL36Row1: | |
| 1041956597259: | |
| 2177280597259: | |
| 104194895: | |
| 21772083954756: | |
| WL1: | |
| BEARINGSL1: | |
| DISTANCE FEETSL1: | |
| SL1Row1: | |
| 1041454229519: | |
| 2177432779519: | |
| S 225539 WSL2: | |
| 9519 SL2: | |
| S 380142 W: | |
| 1041366552387: | |
| 2177395682387: | |
| 2387 SL3: | |
| SL3Row1: | |
| 10413477469 96: | |
| 21773809769 96: | |
| S 571048 WSL4: | |
| 69 96 SL4: | |
| SL4Row1: | |
| 1041309822005: | |
| 2177322182005: | |
| S 252757 WSL5: | |
| 2005 SL5: | |
| SL5Row1: | |
| 1041291723220: | |
| 2177313553220: | |
| N 594013 WSL6: | |
| 3220 SL6: | |
| SL6Row1: | |
| 10413079810498: | |
| 21772857610498: | |
| N 360957 ESL7: | |
| 10498 SL7: | |
| SL7Row1: | |
| 1041392739409: | |
| 2177347 719409: | |
| N 261845 ESL8: | |
| 9409 SL8: | |
| SL8Row1: | |
| 1041477084900: | |
| 2177389424900: | |
| S 6211 35 ESL1: | |
| 4900 SL1: | |
| BEARINGT1: | |
| DISTANCE FEETT1: | |
| 104138227: | |
| 217730957: | |
| S 00000 W: | |
| 2500: | |
| T2Row1: | |
| 104135727: | |
| 217730957_2: | |
| T3: | |
| T3_2: | |
| T3Row1: | |
| 1041357272500: | |
| 2177297 572500: | |
| N 00000 ET4: | |
| 2500 T4: | |
| T4Row1: | |
| 1041382271200: | |
| 2177297571200: | |
| BEARINGRR1: | |
| DISTANCE FEETRR1: | |
| RR1Row1: | |
| 1041352 853753: | |
| 2177101 753753: | |
| N 14347 WRow1: | |
| 104139037067: | |
| 217710061067: | |
| N270741ERR3: | |
| 067 RR3: | |
| RR3Row1: | |
| 10413909614 33: | |
| 21771009214 33: | |
| N 300548 ERR4: | |
| 14 33 RR4: | |
| RR4Row1: | |
| 1041403361433: | |
| 2177108111433: | |
| N 301522 ERR5: | |
| 1433 RR5: | |
| RR5Row1: | |
| 1041415741694: | |
| 2177115331694: | |
| N 303550 E: | |
| 1694: | |
| N 303550 E_2: | |
| 1694_2: | |
| 1041430 33: | |
| 2177123 95: | |
| BEARINGCL1: | |
| DISTANCE FEETCL1: | |
| CL1Row1: | |
| 1041288182369: | |
| 2177293042369: | |
| N 585321 2770 WCL2: | |
| 2369 CL2: | |
| CL2Row1: | |
| 1041300432412: | |
| 2177272752412: | |
| N 5943155820 WCL3: | |
| 2412 CL3: | |
| CL3Row1: | |
| 1041312592285: | |
| 2177251922285: | |
| N 5953386679 WCL4: | |
| 2285 CL4: | |
| CL4Row1: | |
| 1041324 062597: | |
| 2177232 152597: | |
| N 595732 5809 WCL5: | |
| 2597 CL5: | |
| CL5Row1: | |
| 1041337062514: | |
| 2177209662514: | |
| N 5949349980 WCL6: | |
| 2514 CL6: | |
| CL6Row1: | |
| 1041349702453: | |
| 2177187922453: | |
| N 5954510663 WCL7: | |
| 2453 CL7: | |
| CL7Row1: | |
| 10413620025 19: | |
| 21771666925 19: | |
| N6015478753WCL8: | |
| 25 19 CL8: | |
| CL8Row1: | |
| 1041374492497: | |
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| N 5931297005 WCL9: | |
| 2497 CL9: | |
| CL9Row1: | |
| 1041387162374: | |
| 2177123292374: | |
| N 6008106602 WCL10: | |
| 2374 CL10: | |
| CL10Row1: | |
| 1041398982440: | |
| 2177102702440: | |
| N 5950327685 WCL11: | |
| 2440 CL11: | |
| CL11Row1: | |
| 1041411242382: | |
| 2177081602382: | |
| N 5950388514 WCL12: | |
| 2382 CL12: | |
| CL12Row1: | |
| 1041423212485: | |
| 2177061002485: | |
| N 5956498028 WCL1: | |
| 2485 CL1: | |
| undefined_32: | |
| undefined_33: | |
| undefined_34: | |
| ci z f en ch: | |
| undefined_35: | |
| 2020-05-18T08:58:14-0500 | |
| Michael J. Bart, PE |
| 2020-05-07T14:13:21-0500 | |
| BEHLING.CHRISTOPHER.W.1230533535 |
| 2020-05-07T14:30:14-0500 | |
| SULLY.THOMAS.B.1231345864 |
| 2020-05-07T13:18:22-0500 | |
| KNOFF.MICHAEL.R.1231198497 |
| 2020-05-06T13:35:33-0500 | |
| GREENLEAF.BONNIE.K.1230480822 |
File details come from the government source that posted it. Updated .