W912P6-16-R-0034-113567_HobartMarshMit_Plans.pdf
PDF 47 MB Posted
- Attached to
- ENVIRONMENTAL RESTORATION SERVICES FOR LITTLE CALUMET RIVER PROJECT WETLAND MITIGATION AT HOBART MARSH
- Solicitation number
- W912P6-16-R-0034
About this file
PLANS AND SPECS FOR HOBART MARSH
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Amend_07.pdf | ||
| Amendment_06.pdf | ||
| ATTACHMENT_to_AMEND_05.pdf | ||
| AMEND_05_13_SEPT_2016.pdf | ||
| Amend_04.pdf | ||
| AMENDMENT_03.pdf | ||
| AMENDMENT_0002_HOBART_MARSH_MITIGATION.pdf | ||
| Amendment_01.pdf | ||
| W912P6-16-R-0034_113567_HobartMarshMit_specs.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
/2
/2
G -0
.d g n
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
P R
O J E
C T M
A N
A G
E R
C H
IE
F
D E
S
IG
N B
R A
N C
H
D A
T E
D A
T E
D A
T E
A L L D
R A
W
IN
G S I
N T
H
IS
S
E T
IN
D
IC
A T
E O
F F
IC
IA
L R
E C
O M
M E
N D
A T
IO
N O
F
R E
Q U
IR
E D B
Y E
R
-1 -8
S
IG
N A
T U
R
T H
E S
C O
P E O
F T
H E
IR
E
M P
L O
Y M
E N
T A
N T
H E
S E P
R O J E
C T D
O C
U M
E N
T S W
IT
IN
IO
N D
E S
IG
N A
T
IO
N S O
F I
N D
IV
ID
U A
L S A
P P
E
IN
IT
IA
L S O
R S
IG
N A
T U
R E
S A
N D R
E G
IS
T R
A
C H
IC
A G
O D
IS
T R
IC
T C
O R
P S O
F E
N G
IN
E E
R S T
H E
T H
IS
P
R O J E
C T W
A S D
E S
IG
N E
D B
Y T
D
A W
IN
G S C
O N
T A
IN
E D I
N T
H E S
H E
E T I
N D
E X
R E
C O
M M
E N
D A
T
D A
P P
R O
V A
L F
O R A
L
IG
N A
T U
R E A
F F
IX
E D B
E L
O W I
N D
IC
A T
E O
F F
IC
V
IE
W E
D B
Y
A P
P R
O V
E D B
Y
A P
P R
O V
A L R
E C
O M
M E
N D
E D B
Y
A T
R T
E A
M L
E A
D E
R
NN NN
SHEET OF
LOCATION MAP VICINITY MAP
(N.T.S.) (N.T.S.)
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
G-001
/S
/S
/S
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
IC
A N
S I
.B
L O
C A
L
IT
Y A
N D V
IC
IN
IT
Y M
A P
I-
61st AVE
I-
49th AVE
L
IV
E R
P O
O L R
D
PROJECT AREA
HOBART MARSH MITIGATION
HOBART, INDIANA
F L
O O
D C
O N
T R
O L P
R O J E
C T
LITTLE CALUMET RIVER, INDIANA
FLOOD CONTROL PROJECT
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
J O
H N G
R O
B O
S K I, P .E
R O
X A
N N
E V
ID
A U
R R
E
J U
L Y
Z A
C H L
A N
G E
L
JULY 2016 P
A
U L S
T O
D O
J
U N
E
J O
S E
P H S
C H
M
ID
T P .E
J
U N
E
M
IC
H A
E L P
A D
IL
J
U N
E
W P -1
-R -0
CERTIFIED FINAL DOCUMENTS - RTA W912P6-16-R-0034
/2
G -0
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
G-002
SHEET INDEX GENERAL NOTES
STORM MANHOLE
WATER MANHOLE
TRAFFIC SIGNAL MAST ARM
MONUMENT
ELECTRIC MANHOLE
MONITORING WELL
WATER VALVE VAULT
E
MW
W
D
W
FIRE HYDRANT
CB CATCH BASIN
WATER LEVEL
H ELECTRIC HANDHOLE
GUY WIRE
POLE NEW
POLE EXISTING
TREE
SYMBOLS
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
J
H N G
R O
B O
S K I, P .E
A N
S I
D
W P -1
-R -0
R O
X A
N N
E V
ID
A U
R R
E
D .B
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
S H
E E
T I
N D
E X S
Y M
B O
L S
A B
B R
E V
IA
T
IO
N S A
N D G
E N
E R
A L N
O T
PLANTING PATTERNS
INTERMEDIATE CONTOUR
INDEX CONTOUR
SHORELINE
-11
-10
FENCE
LINE STYLES
WORK LIMITS
STANDARD ABBREVIATIONS
HORIZONTAL & VERTICAL CONTROL POINT
HORIZONTAL CONTROL POINT
STATIONSTA.
DEGREE OF CURVED
DEFLECTION ANGLE
LENGTHL
RADIUSR
CENTER OF CURVATURECC
POINT OF CURVATUREPC
POINT OF ELEVATIONPI
WORK POINTWP
WORK LIMITWL
WELL POINTSWLP
VERTICALV
VERIFY IN FIELDVIF
TYPICALTYP.
STEEL SHEET PILESSP
REINFORCED CONCRETE PIPERCP
PIPE SLOPES
OCEAN SURVEYS, INC.OSI
NOT TO SCALENTS
NORTH AMERICAN VERTICAL DATUMNAVD
NATURAL WATER LINENWL
NATIONAL GEODETIC VERTICAL DATUMNGVD
MONITORING WELLMW
MINIMUMMIN
MANHOLEMH
LOCAL CONTROL PANELLCP
ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT
HORIZONTALH
HIGH WATER ELEVATIONHWL
GRATED MANHOLEG.M.H.
GRATE DRAING.D.
GRADE AT FOUNDATIONGF
FIRE HYDRANTFH
FINISH FLOORFF
EXTRACTION WELLEN
EXPANSION JOINTEJ
ELEVATIONELEV
ELECTRICAL MAN HOLEEMH
ELECTRICAL HAND HOLEEHH
DUCTILE IRON PIPED.I.P.
DIGITAL TERRAIN MODELDTM
DIAMETER AT BREAST HEIGHTDBH
DIAMETERDIA.
CORRUGATED METAL PIPECMP
CORPS OF ENGINEERSCOE
CONTRACTING OFFICER'S REPRESENTATIVECOR
CONSTRUCTION JOINTCJ
CENTERLINECL
CATCH BASINCB
ARMY CORPS OF ENGINEERSACOE
VERT./HORIZ. ALIGNMENT ABBREVIATIONS
WET PRAIRIE
SWALE
STREAM BANK
SEDGE MEADOW
OAK WOODS
OAK RAVINE
MESIC/WET-MESIC SAVANNA
MESIC - WET MESIC PRAIRIE
EMERGENT WETLAND
MESIC PRAIRIE (GRAMINOID)
DRAIN TILE
Z A
C H L
A N
G E
L
J U
L Y
REQUIREMENTS MANUAL EM 385-1-1.
7. ALL WORK MUST BE IN ACCORDANCE WITH CORPS OF ENGINEERS SAFETY AND HEALTH
PRE-CONSTRUCTION CONDITION OR AS SPECIFIED IN THE PLANS AND SPECIFICATION.
6. ALL AREAS AND FACILITIES DISTURBED DUE TO CONSTRUCTION WORK MUST BE RESTORED TO
GOVERNMENT.
CONSTRUCTION MUST BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE
NOT DESIGNATED TO BE REMOVED WITHIN THE WORK LIMITS. UTILITIES DAMAGED DURING
5. THE CONTRACTOR MUST BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT ARE
ANY DISCREPANCIES TO THE COR.
VERIFIED BY THE CONTRACTOR IN THE FIELD. THE CONTRACTOR MUST IMMEDIATELY REPORT
4. UTILITIES AND SITE FEATURES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND MUST BE
UTILITIES PRIOR TO PERFORMING ANY EXCAVATION WORK.
3. THE CONTRACTOR MUST CALL INDIANA811 AT 811 OR 800-382-5544 TO LOCATE UNDERGROUND
FENCE LINE.
2. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND
1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.
FENCE DETAILC-502 31
A-FRAME GATE DETAILC-501 30
HORIZONTAL CONTROL P.I. DATA (FOR GULLIES 1-8)CG112 29
PARKING LOT AT QUAIL HOLLOW, PLAN AND SECTIONCG111 28
PARKING LOT AT BUNDALO, PLAN AND SECTIONCG110 27
PARKING LOT AT BAILEY, PLAN AND SECTIONCG109 26
GULLY 9, CROSS SECTIONSCG108 25
GULLY 8, CROSS SECTIONSCG107 24
GULLIES 5 THROUGH 7, CROSS SECTIONSCG106 23
GULLIES 3 AND 4, CROSS SECTIONSCG105 22
GULLIES 1 AND 2, CROSS SECTIONSCG104 21
GULLY 9, PLAN AND PROFILECG103 20
GULLIES 4 THROUGH 8, PLAN AND PROFILE CG102 19
GULLIES 1 THROUGH 3, PLAN AND PROFILE CG101 18
DRAIN TILE PLAN SHEET 5 OF 5C-114 17
DRAIN TILE PLAN SHEET 4 OF 5C-113 16
DRAIN TILE PLAN SHEET 3 OF 5C-112 15
DRAIN TILE PLAN SHEET 2 OF 5C-111 14
DRAIN TILE PLAN SHEET 1 OF 5C-110 13
PLANTING PLAN SHEET 4 OF 4C-109 12
PLANTING PLAN SHEET 3 OF 4C-108 11
PLANTING PLAN SHEET 2 OF 4C-107 10
PLANTING PLAN SHEET 1 OF 4C-106 9
WORK LIMITS SHEET 4 OF 4C-105 8
WORK LIMITS SHEET 3 OF 4C-104 7
WORK LIMITS SHEET 2 OF 4C-103 6
WORK LIMITS SHEET 1 OF 4 C-102 5
SITE PLANC-101 4
SURVEY CONTROL INFORMATIONV-101 3
SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-002 2
LOCATION AND VICINITY MAPG-001 1
REFERENCENUMBER
TITLE SHEET SHEET
HOBART-001
HOBART-002
HOBART-003
HOBART-004
/2
V -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
V-101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
S I
D
D .B
J O
H N G
R O
B O
S K I, P .E
F L
O O
D C
O N
T R
O L P
R O J E
C T
Z A
C H L
A N
G E
L
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
J U
L Y
R O
X A
N N
E V
ID
A U
R R
E
HORIZONTAL & VERTICAL CONTROL POINTS
DESCRIPTION
NAVD88
IN WEST NAD83 STATEPLANE COORDINATES
POINT
EASTING (X)
ELEV. ELEV.
NORTHING (Y)
GENERAL NOTES
N
BRONZE DISK648.242,896,154.9722,287,874.181HOBART-004
BRONZE DISK 650.602,894,036.0172,287,883.070HOBART-003
BRONZE DISK647.692,891,480.5942,285,238.669HOBART-002
BRONZE DISK676.982,888,694.2012,285,378.455HOBART-001
200'0 100'
U
R V
E Y C
O N
T R
O L I
N F
O R
M A
T
IO
N
HOBART-003, AND HOBART-004.
REFERENCED TO USACE MONUMENTS HOBART-001, HOBART-002,
4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE
AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. FEET.
3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH
AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.
STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH
2. ALL COORDINATES SHOWN ARE REFERENCED TO THE INDIANA
ACCORDINGLY IN THE BID.
CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST
TAKE ALL NECESSARY ACTIONS TO ASSESS THE EXISTING
VARY AND DIFFER FROM THOSE SHOWN. THE CONTRACTOR SHALL
THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY
ASSOCIATES, INC. AND REPRESENTS CONDITIONS EXISTING AT
A MARCH 2008 SURVEY PERFORMED BY BOLLINGER, LACH, &
1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM
20 Acres
BAILEY NE
80 Acres
BAILEY SE
47 Acres
QUAIL HOLLOW
60 Acres
KIM
18 Acres
BAILEY NW
32 Acres
BAILEY SW
25 Acres
BUNDALO
17 Acres
NOZRIK S
33 Acres
NOZRIK N
23.42 Acres
SCentral
BAILEY
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-101
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
S
IT
E P
L A
N
800'0 400'
SCALE:1"=400'
NN
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
R O
X A
N N
E V
ID
A U
R R
E
I-
49th AVE.
49th AVE.
L
IV
E R
P O
O L R
D
LIV
ERPOOL R
D.
OAK SAVANNA TRAIL
I-
SEE SHEET CG-101
GULLY #1
SEE SHEET CG-101
GULLY #2
SEE SHEET CG-101
GULLY #3
SEE SHEET CG-102
GULLY #4
SEE SHEET CG-102
GULLY #5
SEE SHEET CG-102
GULLY #6
SEE SHEET CG-103
GULLY #9
(SEE SHEET CG109 AND C-501)
GATE AT BAILEY
GRAVEL PARKING LOT AND
(SEE SHEET CG111 AND C-501)
GATE AT QUAIL HOLLOW
GRAVEL PARKING LOT AND
(SEE SHEET CG110 AND C-501)
GATE AT BUNDALO
GRAVEL PARKING LOT AND
Z A
C H L
A N
G E
L
J U
L Y
TO BE FILLED
BLOWOUT AREA
TO BE FILLED
BLOWOUT AREA
TO BE FILLED
BLOWOUT AREA
SEE SHEET CG-102
GULLY #8
BY THE CONTRACTOR IN THE FIELD.
ENTRANCE FROM 53 AVE. QUANTITY OF DEBRIS HAS NOT BEEN SURVEYED AND WILL NEED TO BE CONFIRMED
CONTAINS MISC. CONCRETE AND METAL IN GULLY 4. BAILEY NW CONTAINS A DEBRIS PILE NEAR THE
KIM TRACT HAS A PILE OF 3" PVC PIPE WITH VARYING LENGTH, 12" CMP THAT IS APPROX. 20 FT IN LENGTH, AND
SIGNFICANT DEBRIS (MOSTLY METAL) IS SCATTERED THROUGHOUT THE CHANNEL FOR THE BAILEY SE TRACT.
CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING DEBRIS LOCATED ON THE PROJECT SITE. 9.
AND INSTALLATION.
8. CONTRACTOR SHALL COORDINATE SIGN PLACEMENT WITH COR AND LOCAL SPONSOR PRIOR TO FABRICATION
SIGN.
BETWEEN SIGN #1 AND SIGN #4. REFER TO SPECIFICATION SECTION 01 58 00.00 03 PROJECT SIGN AND SAFETY
7. CONTRACTOR SHALL PLACE SIGN #4 ALONG THE PROPERTY LINES EVERY 200-250 FEET, ALTERNATING
AND SIGN #4. REFER TO SPECIFICATION SECTION 01 58 00.00 03 PROJECT SIGN AND SAFETY SIGN.
#1 SHALL ALSO BE PLACE ALONG THE PROPERTY LINES EVERY 200-250 FEET, ALTERNATING BETWEEN SIGN #1
6. CONTRACTOR SHALL PLACE SIGN #1 AT ALL PROPERTY CORNERS AND ENTRANCES TO PARKING AREAS. SIGN
PLACED IN AREAS COORDINATED WITH THE COR.
BLOWOUT AREAS IN THE BUNDALO TRACT. ADDITIONAL EXCAVATED MATERIAL TO REMAIN ON SITE AND
5. CONTRACTOR TO UTILIZE EXCAVATED MATERIAL TO FILL
OBSTRUCTIONS TO SITE ACCESS.
4. CONTRACTOR SHALL NOTE THAT THERE ARE OVERHEAD LINES AND ROADWAY GUARD RAILS AS POSSIBLE
3. CONTRACTOR SHALL MINIMIZE AREA OF IMPACT FOR SITE ACCESS IN ALL PROJECT AREAS.
2. STAGING AND STORAGE LOCATIONS SHALL BE COORDINATED WITH THE COR PRIOR TO CONSTRUCTION.
1. CONTRACTOR SHALL UTILIZE PROPOSED PARKING LOT AREAS AS STAGING AND STORAGE AREAS.
NOTES:
IN CHANNEL SEE NOTE 9
MISC DEBRIS SCATTERED
SEE NOTE 3
ROUTES
ACCESS
SEE NOTE 4
SEE NOTES
STORAGE
STAGING AND
CONTRACTOR
REMOVAL
DEBRIS
REMOVAL
DEBRIS
47 Acres
QUAIL HOLLOW
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
NN
WORK LIMITS
400'0 200'
SCALE:1"=200'
WORK LIMIT COORDINATES
NORTHING EASTINGPT
WL 16WL 15
WL 14WL 13
WL 12
WL 11
WL 23
WL 22
WL 21
WL 20
WL 19
WL 18
WL 17
49th AVE.
L a S a ll e S t.
C-103
W O
R K L
IM
IT
S
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
2,896,780.272,286,554.36WL23
2,897,437.972,286,556.50 WL22
2,897,434.772,285,938.73 WL21
2,898,091.432,285,932.27 WL20
2,898,089.242,286,552.63 WL19
2,898,641.962,286,549.34 WL18
2,898,352.092,287,039.48 WL17
2,898,346.562,287,883.44 WL16
2,897,726.082,287,886.51 WL15
2,897,729.952,287,456.48 WL14
2,897,428.572,287,456.22 WL13
2,897,442.992,287,210.11 WL12
2,896,789.042,287,220.29 WL11
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
R O
X A
N N
E V
ID
A U
R R
E
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
Z A
C H L
A N
G E
L
J U
L Y
650 650
0 66
20 Acres
BAILEY NE
80 Acres
BAILEY SE
18 Acres
BAILEY NW
32 Acres
BAILEY SW
23.42 Acres
SCentral
BAILEY
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-104
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
400'0 200'
SCALE:1"=200'
A N
S I
D
D .B
W O
R K L
IM
IT
S
S H
E E
T O
F
53RD AVE
M
IS
S
IS
S
IP
P I S
T
I-
L
IV
E R
P O
O L R
D
WL 27
WL 26
WL 25
WL 32
WL 33
WL 37
WL 36
WL 35
WL 34
WL 41
WL 40
WL 39
WL 38
WL 43
WL 42
WL 31
WL 45
WL 44
WL 30
WL 29
WL 28
WL 47
WL 24
WL 46
PT NORTHING EASTING
WORK LIMIT COORDINATES
I-
J O
H N G
R O
B O
S K I, P .E
2,891,506.242,283,844.99 WL47
2,891,500.832,285,264.80 WL46
2,889,085.232,285,287.94 WL45
2,888,877.372,283,867.13 WL44
2,288,847.042,283,182.81 WL43
2,888,847.882,285,178.67 WL42
2,888,719.572,285,260.46 WL41
2,888,565.672,284,839.48 WL40
2,888,237.652,283,405.20 WL39
2,888,239.402,283,168.29 WL38
2,887,526.802,283,286.11 WL37
2,887,979.712,283,211.97 WL36
2,888,070.222,283,780.52 WL35
2,888,228.852,284,483.94 WL34
2,888,431.812,285,249.51 WL33
2,887,531.042,285,267.90 WL32
2,888,746.552,285,351.41 WL31
2,890,165.082,285,298.78 WL30
2,890,161.972,285,911.60 WL29
2,888,980.462,285,913.64 WL28
2,888,675.862,285,920.63 WL27
2,888,478.392,285,369.39 WL26
2,887,547.932,285,351.68 WL25
2,887,544.722,285,931.64 WL24
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
R O
X A
N N
E V
ID
A U
R R
E
WEST ZONE, NAD83(FT)
COORDINATES: INDIANA STATE PLANE,
J U
L Y
Z A
C H L
A N
G
630630
0 630
635 635
25 Acres
BUNDALO
17 Acres
NOZRIK S
33 Acres
NOZRIK N
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-105
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
400'0 200'
SCALE:1"=200'
A N
S I
D
D .B
W O
R K L
IM
IT
S
S H
E E
T O
F
PT NORTHING EASTING
WORK LIMIT COORDINATES
LIV
ERPOOL R
D.
L
IV
E R
P O
O L R
D
W 49TH AVE
WL 49
WL 52
WL 53 WL 54
WL 55
WL 56
WL 57
WL 58
WL 59
WL 60
WL 61 WL 62
WL 63
WL 50
WL 48
WL 51
WORK LIMITS
WORK LIMITS
J O
H N G
R O
B O
S K I, P .E
2,895,449.292,286,908.36 WL63
2,895,444.562,287,889.09 WL62
2,894,501.302,287,894.51 WL61
2,894,501.962,287,411.78 WL60
2,894,146.222,287,406.16 WL59
2,894,155.472,286,915.32 WL58
2,894,127.132,286,824.20 WL57
2,894,122.362,287,731.23 WL56
2,893,967.352,287,732.30 WL55
2,893,966.402,287,898.47 WL54
2,892,800.032,287,905.06 WL53
2,892,805.352,286,834.20 WL52
2,892,812.712,285,261.99 WL51
2,894,135.442,285,245.79 WL50
2,894,132.152,285,871.25 WL49
2,892,809.802,285,882.45 WL48
F L
O O
D C
O N
T R
O L P
R O J E
C T
Z A
C H L
A N
G E
L
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
J U
L Y
R O
X A
N N
E V
ID
A U
R R
E
WEST ZONE, NAD83(FT)
COORDINATES: INDIANA STATE PLANE,
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-106
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
IV
E R
P O
O L R
D
53rd AVE.
400'0 200'
SCALE:1"=200'
LIV
ERPOOL R
D.
A N
S I
D
D .B
S H
E E
T O
F
0.85 AC
60 ACRES
KIM
1.15 AC
P L
A N
T
IN
G P
L A
N
J O
H N G
R O
B O
S K I, P .E
J U
L Y
F L
O O
D C
O N
T R
O L P
R O J E
C T
Z A
C H L
A N
G E
L
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
10.61 AC
16.21 AC
9.93 AC
20.43 AC
LEGEND
R O
X A
N N
E V
ID
A U
R R
E
FIRE BREAK
MESIC PRAIRIE
OAK RAVINE
MESIC/WET - MESIC SAVANNA
MESIC - WET MESIC PRAIRIE
EMERGENT WETLAND
MESIC PRAIRIE (GRAMINOID)
WET PRAIRIE
SWALE
STREAM BANK
SEDGE MEADOW
OAK WOODS
0.65 AC
SEE SHEETS C-101 - C-102
EASEMENT
ACCESS
1.51 AC
C-101 - C-102
SEE SHEETS
ACCESS EASEMENT
/2
C -1
.d
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
400'0 200'
SCALE:1"=200'
49th AVE.
L a S a ll e S t.
C-107
S H
E E
T O
F
47 ACRES
QUAIL HOLLOW
6.55 AC
16.38 AC
11.22 AC
12.85 AC
J O
H N G
R O
B O
S K I, P .E
D .B
P L
A N
T
IN
G P
L A
N
A N
S I
D
F L
O O
D C
O N
T R
O L P
R O J E
C T
Z A
C H L
A N
G E
L
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
LEGEND
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
R O
X A
N N
E V
ID
A U
R R
E J
U L
Y
SEE SHEET C-501
PROPOSED GATE
LOT SEE SHEET CG-111
PROPOSED PARKING
FIRE BREAK
MESIC PRAIRIE
OAK RAVINE
MESIC/WET - MESIC SAVANNA
MESIC - WET MESIC PRAIRIE
EMERGENT WETLAND
MESIC PRAIRIE (GRAMINOID)
WET PRAIRIE
SWALE
STREAM BANK
SEDGE MEADOW
OAK WOODS
650 650
0 66
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-108
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
N
S I
D
D .B
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
P L
A N
T
IN
G P
L A
N
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
53RD AVE
M
IS
S
IS
S
IP
P I S
T
I-
L
IV
E R
P O
O L R
D
I-
1.95 AC
11.68 AC
4.22 AC
10.10 AC
9.90 AC
14.71 AC
2.50 AC
20.92 AC
33.60 AC
17.29AC
30.10 AC
5.42 AC
400'0 200'
SCALE:1"=200'
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
R O
X A
N N
E V
ID
A U
R R
E
FARM FIELD TYPE WIRE FENCE
32 Acres
BAILEY SW
80 Acres
BAILEY SE
18 Acres
BAILEY NW
20 Acres
BAILEY NE
SEE SHEET C-501
PROPOSED GATE
SEE SHEET CG109
PARKING LOT
PROPOSED GRAVEL
LEGEND
MESIC PRAIRIE
OAK RAVINE
MESIC/WET - MESIC SAVANNA
MESIC - WET MESIC PRAIRIE
EMERGENT WETLAND
MESIC PRAIRIE (GRAMINOID)
WET PRAIRIE
SWALE
STREAM BANK
SEDGE MEADOW
OAK WOODS
10.95 AC
FIRE BREAK
Z A
C H L
A N
G E
L
J U
L Y
23.42 Acres
BAILEY S CTR
PLACEMENT.
COR PRIOR TO
COORDINATED WITH
PLACEMENT TO BE
FOR DETAILS. GATE
FENCE SEE SHEET C-502
FARM FIELD TYPE WIRE
(8 CY)
DEBRIS REMOVAL
6-7 (8 CY LOADS)
DEBRIS REMOVAL
630630
0 630
635 635
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-109
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
400'0 200'
SCALE:1"=200'
A N
S I
D
D .B
S H
E E
T O
F
P L
A N
T
IN
G P
L A
N
J O
H N G
R O
B O
S K I, P .E
F L
O O
D C
O N
T R
O L P
R O J E
C T
Z A
C H L
A N
G E
L
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
J U
L Y
LEGEND
LIVERPOOL RD.
L
IV
E R
P O
O L R
D
W 49TH AVE
25 Acres
BUNDALOMETAL FENCE
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
FOR DETAILS
SEE SHEET C-502
WIRE FENCE
FARM FIELD TYPE
R O
X A
N N
E V
ID
A U
R R
E
33 Acres
NOZRIK NORTH
17 Acres
NOZRIK SOUTH
SEE SHEET C-501
PROPOSED GATE
EXISTING FENCE
REMOVE
SEE SJEET CG-110
PARKING LOT
PROPOSED GRAVEL
FIRE BREAK
MESIC PRAIRIE
OAK RAVINE
MESIC/WET - MESIC SAVANNA
MESIC - WET MESIC PRAIRIE
EMERGENT WETLAND
MESIC PRAIRIE (GRAMINOID)
WET PRAIRIE
SWALE
STREAM BANK
SEDGE MEADOW
OAK WOODS
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-110
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
400'0 100'
SCALE:1"=100'
A N
S I
D
D .B
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
D R
A
IN
T
IL
E P
L A
N
R O
X A
N N
E V
ID
A U
R R
E
CLAY TILES DRAINS
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
>>E X 12" C
L.D .T
CP14
32 Acres
BAILEY SW
23 Acres
SCentral
BAILEY
BAILEY2,887,480.702,283,496.28CP14
PROPERTY EASTING NORTHINGPT.No.
FLOW TO OPEN CHANNEL
DISCHARGES ACTIVE
EXISTING DRAIN TILE
J U
L Y
Z A
C H L
A N
G E
L
(BY OTHERS)
WATERSHED AS A MUTUAL DRAIN
TO CONTINUE TO SERVICE UPLAND
EXIST 12" CLAY TILE
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH DRAIN TILE CONTRACTOR PRIOR TO
TILES.
1. THE EXISTING DRAIN TILE SURVEY SHOWS APPROXIMATE LOCATION OF THE DRAIN
NOTES:
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-111
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
SCALE: 1"=100'
A N
S I
D
D .B
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
>>EX. 4" CL.D.T.>
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
D R
A
IN
T
IL
E P
L A
N
R O
X A
N N
E V
ID
A U
R R
E
CLAY TILES DRAINS
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
BAILEY2,890,624.812,284,382.72CP15
PROPERTY EASTING NORTHINGPT.No.
CP15
80 Acres
BAILEY SE
J U
L Y
Z A
C H L
A N
G E
L
(BY OTHERS)
BE ABANDONED
EXISTING DRAIN TILE TO
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH DRAIN TILE CONTRACTOR PRIOR TO
TILES.
1. THE EXISTING DRAIN TILE SURVEY SHOWS APPROXIMATE LOCATION OF THE DRAIN
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
C-112
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
SCALE:1"=100'
A N
S I
D
D .B
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
D R
A
IN
T
IL
E P
L A
N
R O
X A
N N
E V
ID
A U
R R
E
CLAY TILES DRAINS
KIM2,893,979.442,285,055.47CP13
KIM2,894,107.292,284,723.34CP12
KIM2,894,107.682,284,134.76CP11
KIM2,894,021.282,283,939.38CP10
KIM2,893,832.862,283,831.09CP09
KIM2,891,761.532,283,914.72CP08
PROPERTY EASTING NORTHINGPT.No.
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
E X
IS
TI
N
G " C
LA
Y D
R A
IN
T
IL
E
E
X
IS
T
IN
G
C L A
Y D
R A
IN
T
IL
E
E
X
IS
T
IN
G
C L A
Y D
R A
IN
T
IL
E
E
X . 4
" C L .D .T
>>EX. 7" CLAY DRAIN TILE
>>EX. 7" CLAY D.T.>>
E
X
IS
T
IN
G
C L A
Y D
R A
IN
T
IL
E
E
X
IS
T
IN
G " C
L A
Y D
R A
IN
T
IL
E
E
X . 4
" C L
A Y D
R A
IN
T
IL
E
E
X . 4
" C L
A Y D
R A
IN
T
IL
E
E X . 6" C
L.D .T
<<EX. 8" CL.D.T.<<<
E
X
IS
T
C L A
Y D .T
CP08
CP11
CP12
CP13
CP09
CP10
60 Acres
KIM
FLOW TO OPEN CHANNEL
DISCHARGES ACTIVE
EXISTING DRAIN TILE
Z A
C H L
A N
G E
L
J U
L Y
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH DRAIN TILE CONTRACTOR PRIOR TO
TILES.
1. THE EXISTING DRAIN TILE SURVEY SHOWS APPROXIMATE LOCATION OF THE DRAIN
NOTES:
(BY OTHERS)
WATERSHED AS A MUTUAL DRAIN
CONTINUE TO SERVICE UPLAND
EXISTING 6" CLAY DRAIN TILE TO
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 6" PVC PIPE
REPLACE EXISTING 6" CLAY
(BY OTHERS)
WATERSHED AS A MUTUAL DRAIN
CONTINUE TO SERVICE UPLAND
EXISTING 4" CLAY DRAIN TILE TO
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 8" PVC PIPE
REPLACE EXISTING 7" CLAY
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 8" PVC PIPE
REPLACE EXISTING 7" CLAY
(BY OTHERS)
TO BE ABANDONED,
EXISTING DRAIN TILE
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
SCALE:1"=100'
C-113
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
D R
A
IN
T
IL
E P
L A
N
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
R O
X A
N N
E V
ID
A U
R R
E
CLAY TILES DRAINS
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
E
X
IS
T C
L A
Y D
R A
IN
T
IL
E
E
X
IS
T . 8
" C L
A Y D .T
E
X
IS
T . 1
" C
L A
Y D .T
CP01 CP02 CP03
BUNDALO2,894,820.582,287,554.19CP03
BUNDALO2,894,364.752,287,559.51CP02
BUNDALO2,894,331.142,287,566.04CP01
PROPERTY EASTING NORTHINGPT.No.
25 Acres
BUNDALO
DRAINAGE CHANNEL
DISCHARGE ACTIVE FLOW TO
DRAIN TILE OUTFALL SECTIONS
EXISTING 8" & 12" CLAY
Z A
C H L
A N
G E
L
J U
L Y
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH DRAIN TILE CONTRACTOR PRIOR TO
TILES.
1. THE EXISTING DRAIN TILE SURVEY SHOWS APPROXIMATE LOCATION OF THE DRAIN
NOTES:
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 6" PVC PIPE
REPLACE EXISTING 6" CLAY
(BY OTHERS)
MUTUAL DRAIN.
WATERSHED AS A
TO SERVICE UPLAND
DRAIN TILES TO CONTINUE
EXISTING 8" & 12" CLAY
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 12" PVC PIPE
REPLACE EXISTING 12" CLAY
(BY OTHERS)
MATCH EXISTING FLOWLINES
DRAIN TILE WITH 8" PVC PIPE
REPLACE EXISTING 8" CLAY
/2
C -1
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
SCALE:1"=100'
C-114
S H
E E
T O
F
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
D R
A
IN
T
IL
E P
L A
N
F L
O O
D C
O N
T R
O L P
R O J E
C T
L
IT
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
H O
B A
R T M
A R
S H M
IT
IG
A T
IO
N
H O
B A
R T
IN
D
IA
N A
R O
X A
N N
E V
ID
A U
R R
E
CLAY TILES DRAINS
COORDINATES: INDIANA STATE PLANE, WEST ZONE, NAD83(FT)
QUAIL HOLLOW2,892,849.362,287,808.30CP07
QUAIL HOLLOW2,898,145.882,287,619.85CP06
QUAIL HOLLOW2,898,060.562,287,851.75CP05
QUAIL HOLLOW2,897,261.892,286,888.84CP04
PROPERTY EASTING NORTHINGPT.No.
E X C L A Y D .T
E X . 4 " C
L A Y D
R A
IN
T
IL
E
>EX. 4" CL.D.T.>>
E
X
C L A
Y D
R A
IN
T
IL
E
CP04
CP05
CP06
CP07
47 Acres
QUAIL HOLLOW
Z A
C H L
A N
G E
L
J U
L Y
CONSTRUCTION.
2. CONTRACTOR SHALL COORDINATE WITH DRAIN TILE CONTRACTOR PRIOR TO
TILES.
1. THE EXISTING DRAIN TILE SURVEY SHOWS APPROXIMATE LOCATION OF THE DRAIN
NOTES:
(BY OTHERS)
ABANDONED.
EXISTING DRAIN TILE TO BE
(BY OTHERS)
ABANDONED.
EXISTING DRAIN TILE TO BE
(BY OTHERS)
EXISTING DRAIN TILE TO BE ABANDONED.
PROFILE (GULLY #1)
PROFILE (GULLY #2)
PLAN
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
010 10 20ft
VERT. SCALE: 1"= 10'
010 10 20ft
VERT. SCALE: 1"= 10'
0 30 30 60FT
SCALE: 1''= 30'
630630
630630
G
G
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
G
1+ G
1+56 G
1+56 G
G
G
G
G
1+ G
1+40 G
0+ G
G
G
G
0+ G
0+ G
G
G
G
G
G
G
630630
630630
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
LINE
EXCAVATION
TYPICAL SECTION
N.T.S.
VARIES
DEPTH
VARIES
LINE
EXCAVATION
LINE
EXCAVATION
GROUND
EXISTING
GROUND
EXISTING
S T
A .0
.8
P .O .B .S
T A .1
.9
P .O .E
EL.622.53EL.628.75
S T
A .0
.0
P .O .B
S T
A .0
.6
P .O .E
EL.620.35
EL.626.66
S T
A .0
.0
P .O .B
S T
A .1
.8
P .O .E
EL.616.67
EL.626.99
STA.1+47.91
P.O.E.
STA.0+94.61
P.O.E.
STA.0+20.00
P.O.B.
STA.1+05.89
P.O.E.
STA.0+55.00
P.O.B.
SECTION & NOTE 3)
BERM #2 (SEE TYPICAL
E 2,893,045.50
N 2,284,025.81
E 2,893,093.29
N 2,284,037.92
E 2,893,136.52
N 2,284,075.08
N.T.S.
8'
4'
GROUND
EXISTING
6'
100'
SECTION & NOTE 3)
BERM #1 (SEE TYPICAL
BERM #1 & #2 TYPICAL SECTION
E 2,892,957.14
N 2,284,127.86
E 2,892,887.36 N 2,284,197.07
SPECIFICATION SECTION 31 00 00.
4. PLACE GEOTEXTILE FABRIC ALONG SLOPE OF GULLIES. REFER TO
3. BERM SHALL BE CONSTRUCTED OF EXCESS GULLY EXCAVATION MATERIAL.
2. SEE SHEET CG-112 FOR HORIZONTAL CONTROL P.I. DATA.
1. SEE SHEETS CG-104 & CG-105 FOR CROSS SECTIONS.
PROFILE (GULLY #3)
630630
630630
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
LINE
EXCAVATION
GROUND
EXISTING
G
G
G
G
STA.0+56.89
P.O.B.
GULLY #3
GULLY #1
GULLY #2
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W
P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
C
IC
A G
O
IL
18 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
Z A
C H L
A N
G E
L R .V
J U
L Y
R O
X A
N N
E V
ID
A U
R R
E
CG101
P L
A N A
N D P
R O
F
IL
E
G U
L L
IE
S T
H R
O U
G H
NN
SECTION & NOTE 3)
BERM #1 (SEE TYPICAL
SECTION & NOTE 3)
BERM #2 (SEE TYPICAL
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
E L E
V A
T
IO
N
PROFILE (GULLY #6)
G
G
G
G
G
E L E
V A
T
IO
N
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
S T
A .0
.0
P .O .E
LINE
EXCAVATION
GROUND
EXISTING
PROFILE (GULLY #4)
E L E
V A
T
IO
N
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
0 30 30 60FT
SCALE: 1''= 30'
PLAN
G
G
G
G
5 0 G
5 0 G
G
PROFILE (GULLY #5)
G
G
G
G
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
G
G
G
G
G
G
G
G
G
E L E
V A
T
IO
N
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
GULLY #4
GULLY #5
GULLY #6
GULLY #8
630630
630630
G
G
G
G
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
G
1+00 G4
1+ 84 G
1+ 84 G
G
G
0+ G
0+80 G4
1+20 G
1+40 G
1+ 60 G
1+
80 G
0+00 G8
1+00 G8
G
G
0+ 20 G
0+40 G8
0+
G8
G
G
G
LINE
EXCAVATION
TYPICAL SECTION
N.T.S.
VARIES
DEPTH
VARIES
S T
A .0
.9
P .O .B
S T
A .1
.2
P .O .E
EL.619.68
EL.626.07
S T
A .0
.9
P .O .B .S
T A .0
.8
P .O .E
EL.617.95
EL.626.38
S T
A .0
.3
P .O .B
EL.622.93
EL.627.49
S T
A .0
.3
P .O .B .S
T A .1
.0
P .O .E
EL.621.97
EL.626.23
STA.0+28.90
P.O.B.
STA.0+74.83
P.O.E.
STA.0+10.34
P.O.B.
STA.0+55.00
P.O.E.
STA.0+26.35
P.O.B.
STA.1+30.00
P.O.E.
LINE
EXCAVATION
LINE
EXCAVATION
LINE
EXCAVATION
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
N 2,284,543.72
E 2,893,241.13
N 2,284,473.97 8'
4'
GROUND
EXISTING
N.T.S.
2'
N 2,284,379.89 E 2,893,506.10
N 2,284,408.66
SECTION & NOTE 3)
BERM #5 (SEE TYPICAL
E 2,893,676.18 N 2,284,697.87
E 2,893,655.87 N 2,284,680.08
SECTION & NOTE 3)
BERM #6 (SEE TYPICAL
BERM #4, #5 & #6 TYPICAL SECTION
27'
SPECIFICATION SECTION 31 00 00.
4. PLACE GEOTEXTILE FABRIC ALONG SLOPE OF GULLIES. REFER TO
3. BERM SHALL BE CONSTRUCTED FROM EXCESS GULLY EXCAVATION MATERIAL.
2. SEE SHEET CG-112 FOR HORIZONTAL CONTROL P.I. DATA
1. SEE SHEETS CG-105 TO CG-107 FOR CROSS SECTIONS.
NOTES:
E 2,893,447.81
STA.0+69.97
P.O.B.
STA.1+66.22
P.O.E.
PROFILE (GULLY #8)
E 2,893,328.51
SECTION & NOTE 3)
BERM #4 (SEE TYPICAL
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
J U
L Y
NN
P L
A N A
N D P
R O
F
IL
E S
G U
L L
IE
S T
H R
O U
G H
19 31
J O
H N G
R O
B O
S K I, P .E
Z .L
R .V
R O
X A
N N
E V
ID
A U
R R
E
A N
S I
D
CG102
LINE
EXCAVATION
N.T.S.
VARIES
DEPTH
VARIES
GULLY TYPICAL SECTION
640640
640640
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E L E
V A
T
IO
N
E L E
V A
T
IO
N
EXCAVATION LINE
GROUND
EXISTING
S T
A .0
P .O .B
S T
A .0
P .O .E
N.T.S.
20'
4'
GROUND
EXISTING
EL.637.88
BERM #9 TYPICAL SECTION
PROFILE (GULLY #9)
0 30 30 60FT
HORIZ. SCALE: 1''= 30'
010 10 20ft
VERT. SCALE: 1"= 10'
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2284982.40 2893030.25
PI ( ) 0+20.02 2285000.98 2893037.72
Tangent Direction: N 21^53'28.0330" E
Tangent Length: 20.0250
Element: Linear
PI ( ) 0+20.02 2285000.98 2893037.72
PI ( ) 0+30.99 2285011.35 2893041.30
Tangent Direction: N 19^01'27.2475" E
Tangent Length: 10.9688
Element: Linear
PI ( ) 0+30.99 2285011.35 2893041.30
PI ( ) 0+43.15 2285023.13 2893044.30
Tangent Direction: N 14^18'46.5535" E
Tangent Length: 12.1531
Element: Linear
PI ( ) 0+43.15 2285023.13 2893044.30
PI ( ) 0+60.03 2285040.01 2893044.63
Tangent Direction: N 1^07'08.6693" E
Tangent Length: 16.8828
Element: Linear
PI ( ) 0+60.03 2285040.01 2893044.63
PI ( ) 0+80.40 2285059.56 2893050.32
Tangent Direction: N 16^13'44.1875" E
Tangent Length: 20.3706
Element: Linear
PI ( ) 0+80.40 2285059.56 2893050.32
PI ( ) 0+89.96 2285069.12 2893050.63
Tangent Direction: N 1^49'45.6491" E
Tangent Length: 9.5596
Element: Linear
PI ( ) 0+89.96 2285069.12 2893050.63
PI ( ) 1+04.36 2285083.47 2893051.89
Tangent Direction: N 5^00'38.3384" E
Tangent Length: 14.4046
Element: Linear
PI ( ) 1+04.36 2285083.47 2893051.89
PI ( ) 1+29.41 2285108.52 2893051.89
Tangent Direction: N 0^00'00.0000" E
Tangent Length: 25.0479
Element: Linear
PI ( ) 1+29.41 2285108.52 2893051.89
PI ( ) 1+56.79 2285127.30 2893071.80
Tangent Direction: N 46^40'08.0640" E
Tangent Length: 27.3762
Element: Linear
PI ( ) 1+56.79 2285127.30 2893071.80
PI ( ) 1+82.35 2285152.79 2893069.78
Tangent Direction: N 4^31'14.0471" W
Tangent Length: 25.5663
Element: Linear
PI ( ) 1+82.35 2285152.79 2893069.78
PI ( ) 2+10.16 2285180.19 2893074.54
Tangent Direction: N 9^50'47.7777" E
Tangent Length: 27.8097
Element: Linear
PI ( ) 2+10.16 2285180.19 2893074.54
PI ( ) 2+40.07 2285209.06 2893066.75
Tangent Direction: N 15^05'29.9023" W
Tangent Length: 29.9029
Element: Linear
PI ( ) 2+40.07 2285209.06 2893066.75
PI ( ) 2+58.81 2285227.53 2893063.58
Tangent Direction: N 9^45'26.1444" W
Tangent Length: 18.7436
Element: Linear
PI ( ) 2+58.81 2285227.53 2893063.58
PI ( ) 2+75.39 2285243.04 2893057.71
Tangent Direction: N 20^42'43.1581" W
Tangent Length: 16.5785
Element: Linear
PI ( ) 2+75.39 2285243.04 2893057.71
PI ( ) 3+30.48 2285296.42 2893044.10
Tangent Direction: N 14^18'36.8168" W
Tangent Length: 55.0934
Element: Linear
PI ( ) 3+30.48 2285296.42 2893044.10
POE ( ) 3+98.89 2285363.23 2893058.83
Tangent Direction: N 12^26'13.2144" E
Tangent Length: 68.4076
0 30 30 60FT
SCALE: 1''= 30'
PLAN
GULLY #9
0+00 G9
1+00 G9
2+00 G9
3+0 0 G9
3+99 G9 3+99 G9
0+20 G9
0+40 G9
0+60 G9
0+80 G9
1+20 G9
G
1+60 G9
1+80 G9
2+2 0 G
2+4 0 G
2+
G9
2+8 0 G9
3+2 0 G9
3+40 G9
3+60 G9
3+80 G9
HORIZONTAL CONTROL P.I. DATA HORIZONTAL CONTROL P.I. DATA, CONTINUED
E 2,893,033.88 N 2,285,000.96 P.O.B.
E 2,893,058.83 N 2,285,363.23
P.O.E.
E 2,893,013.60
N 2,285,296.31
E 2,893,020.06
N 2,285,193.52
E 2,892,976.54 N 2,285,031.44
NOTE 2)
SECTION &
(SEE TYPICAL
BERM #9
EL.636.18
GULLIES. REFER TO SPECIFICATION SECTION 31 00 00.
3. PLACE GEOTEXTILE FABRIC ALONG SLOPE OF
GULLY EXCAVATION MATERIAL.
2. BERM SHALL BE CONSTRUCTED FROM EXCESS
1. SEE SHEET CG-108 FOR CROSS SECTIONS.
NOTES:
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
20 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
CG103
P L
A N A
N D P
R O
F
IL
E
G U
L L
Y
Z A
C H L
A N
G E
L
J U
L Y
0 20 20 40FT
SCALE: 1''= 20'
0 10 20 30 40 50-10-20-30-40-50
0+60 G1
0 10 20 30 40 50-10-20-30-40-50
0+70 G1
0 10 20 30 40 50-10-20-30-40-50
0+80 G1
0 10 20 30 40 50-10-20-30-40-50
0+90 G1
0 10 20 30 40 50-10-20-30-40-50
1+00 G1
0 10 20 30 40 50-10-20-30-40-50
1+10 G1
0 10 20 30 40 50-10-20-30-40-50
1+20 G1
0 10 20 30 40 50-10-20-30-40-50
1+30 G1
0 10 20 30 40 50-10-20-30-40-50
1+40 G1
0 10 20 30 40 50-10-20-30-40-50
0+20 G2
0 10 20 30 40 50-10-20-30-40-50
0+30 G2
0 10 20 30 40 50-10-20-30-40-50
0+40 G2
0 10 20 30 40 50-10-20-30-40-50
0+50 G2
0 10 20 30 40 50-10-20-30-40-50
0+60 G2
0 10 20 30 40 50-10-20-30-40-50
0+70 G2
0 10 20 30 40 50-10-20-30-40-50
0+80 G2
0 10 20 30 40 50-10-20-30-40-50
0+90 G2
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
21 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
C R
O S
S S
E C
T
IO
N S
G U
L L
IE
S A
N D
CG104
Z A
C H L
A N
G E
L
J U
L Y
0 10 20 30 40 50-10-20-30-40-50
0+60 G3
0 10 20 30 40 50-10-20-30-40-50
0+70 G3
0 10 20 30 40 50-10-20-30-40-50
0+80 G3
0 10 20 30 40 50-10-20-30-40-50
0+90 G3
0 10 20 30 40 50-10-20-30-40-50
1+00 G3
0 10 20 30 40 50-10-20-30-40-50
0+70 G4
0 10 20 30 40 50-10-20-30-40-50
0+80 G4
0 10 20 30 40 50-10-20-30-40-50
0+90 G4
0 10 20 30 40 50-10-20-30-40-50
1+00 G4
0 10 20 30 40 50-10-20-30-40-50
1+10 G4
0 10 20 30 40 50-10-20-30-40-50
1+20 G4
0 10 20 30 40 50-10-20-30-40-50
1+30 G4
0 10 20 30 40 50-10-20-30-40-50
1+40 G4
0 10 20 30 40 50-10-20-30-40-50
1+50 G4
0 10 20 30 40 50-10-20-30-40-50
1+60 G4
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
22 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
C R
O S
S S
E C
T
IO
N S
G U
L L
IE
S A
N D
CG105
Z A
C H L
A N
G E
L
J U
L Y
0 10 20 30 40 50-10-20-30-40-50
0+30 G5
0 10 20 30 40 50-10-20-30-40-50
0+40 G5
0 10 20 30 40 50-10-20-30-40-50
0+50 G5
0 10 20 30 40 50-10-20-30-40-50
0+60 G5
0 10 20 30 40 50-10-20-30-40-50
0+70 G5
0 10 20 30 40 50-10-20-30-40-50
0+10 G6
0 10 20 30 40 50-10-20-30-40-50
0+20 G6
0 10 20 30 40 50-10-20-30-40-50
0+30 G6
0 10 20 30 40 50-10-20-30-40-50
0+40 G6
0 10 20 30 40 50-10-20-30-40-50
0+50 G6
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
23 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
C R
O S
S S
E C
T
IO
N S
CG106
G U
L L
IE
S T
H R
O U
G H
Z A
C H L
A N
G E
L
J U
L Y
0 10 20 30 40 50-10-20-30-40-50
0+20 G8
0 10 20 30 40 50-10-20-30-40-50
0+30 G8
0 10 20 30 40 50-10-20-30-40-50
0+40 G8
0 10 20 30 40 50-10-20-30-40-50
0+50 G8
0 10 20 30 40 50-10-20-30-40-50
0+60 G8
0 10 20 30 40 50-10-20-30-40-50
0+70 G8
0 10 20 30 40 50-10-20-30-40-50
0+80 G8
0 10 20 30 40 50-10-20-30-40-50
0+90 G8
0 10 20 30 40 50-10-20-30-40-50
1+00 G8
0 10 20 30 40 50-10-20-30-40-50
1+10 G8
0 10 20 30 40 50-10-20-30-40-50
1+20 G8
0 10 20 30 40 50-10-20-30-40-50
1+30 G8
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
24 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
C R
O S
S S
E C
T
IO
N S
CG107
G U
L L
Y
Z A
C H L
A N
G E
L
J U
L Y
0 10 20 30 40 50-10-20-30-40-50
0+20 G9
0 10 20 30 40 50-10-20-30-40-50
0+40 G9
0 10 20 30 40 50-10-20-30-40-50
0+60 G9
0 10 20 30 40 50-10-20-30-40-50
0+80 G9
0 10 20 30 40 50-10-20-30-40-50
1+00 G9
0 10 20 30 40 50-10-20-30-40-50
1+20 G9
0 10 20 30 40 50-10-20-30-40-50
1+40 G9
0 10 20 30 40 50-10-20-30-40-50
1+60 G9
0 10 20 30 40 50-10-20-30-40-50
1+80 G9
0 10 20 30 40 50-10-20-30-40-50
2+00 G9
0 10 20 30 40 50-10-20-30-40-50
2+20 G9
0 10 20 30 40 50-10-20-30-40-50
2+40 G9
0 10 20 30 40 50-10-20-30-40-50
2+60 G9
0 10 20 30 40 50-10-20-30-40-50
2+80 G9
0 10 20 30 40 50-10-20-30-40-50
3+00 G9
0 10 20 30 40 50-10-20-30-40-50
3+20 G9
0 10 20 30 40 50-10-20-30-40-50
3+40 G9
0 10 20 30 40 50-10-20-30-40-50
3+60 G9
0 10 20 30 40 50-10-20-30-40-50
3+80 G9
0 10 20 30 40 50-10-20-30-40-50
3+99 G9
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
IC
A G
O
IL
25 31
J O
H N G
R O
B O
S K I, P .E
A N
S I
D
R .V
R O
X A
N N
E V
ID
A U
R R
E
C R
O S
S S
E C
T
IO
N S
CG108
G U
L L
Y
Z A
C H L
A N
G E
L
J U
L Y
PARKING LOT - TYPICAL SECTION
N.T.S.
EXISTING SUBGRADE
BASE COURSE (INDOT No. 53)
(10" INDOT No.73)
SURFACE COURSE AGGREGATE
GEOTEXTILE FABRIC
10"
6"
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
26 31
O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
CG109
R O
X A
N N
E V
ID
A U
R R
E
N 2,285,236.11 E 2,890,928.66
N 2,285,236.11
E 2,890,952.66
E 2,891,003.16
N 2,285,236.11
N 2,285,176.11 E 2,891,003.12
E 2,890,878.12
N 2,285,176.11
E 2,890,878.16 N 2,285,236.11
60'
SECTION 207 FOR SUBGRADE TREATMENT.
NOTE: SEE INDOT 2016 STANDARD SPECIFICATION
PARKING LOT AT BAILEY
40'10'0 20'
53RD STREET
N
P L
A N A
N D S
E C
T
IO
N
P A
R K
IN
G L
O T A
T B
A
IL
E Y
125'
EDGE OF PAVED ROAD
GROUND
EXISTING
MATCH
N 2,285,274.53 E 2,890,967.81N 2,285,275.05
E 2,890,913.81
GATE SEE SHEET C-501
PROPOSED DOUBLE SWING
50.5'24'50.5'
15° R 15° R
38'
Z A
C H L
A N
G E
L
J U
L Y
G - 652.4
G - 652.4
G - 652.4
G - 651.5
G - 651.5
G - 652.4
1.5% SLOPE
1.5% SLOPE
PROPOSED SIGN #1
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
27 31
O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
CG110
R O
X A
N N
E V
ID
A U
R R
E
E 2,895,140.14 N 2,287,867.06
70'
38'
PARKING LOT AT BUNDALO
40'10'0 20'
49TH STREET
N
N 2,287,867.06 E 2,895,040.14
E 2,895,078.14
N 2,287,867.06 N 2,287,867.06
E 2,895,102.14
N 2,287,792.48
E 2,895,134.35
38'
N 2,287,792.48 E 2,895,034.35
P L
A N A
N D S
E C
T
IO
N
P A
R K
IN
G L
O T A
T B
U N
D A
L O
SECTION.
2. SEE SHEET CG-109 FOR PARKING LOT TYPICAL
207 FOR SUBGRADE TREATMENT.
1. SEE INDOT 2016 STANDARD SPECIFICATION SECTION
NOTES:
100'
MATCH EXISTING GROUND
EDGE OF PAVED ROAD
24'
SEE SHEET C-501
SWING GATE
PROPOSED DOUBLE
15°R 15°R
E 2,895,117.23 N 2,287,895.58
E 2,895,063.23
N 2,287,895.89
29'
Z A
C H L
A N
G E
L
J U
L Y
G - 651.6
G - 651.6 G - 651.6
G - 651.6
G - 650.6
1.5% SLOPE
1.5% SLOPE
G - 650.6
/2
C G
.d
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
T R
A C
K
IN
G N
O
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
®of Engineers
US Army Corps of Engineers
US Army Corps
Chicago District
SHEET OF
A C
T
IO
N D
A T
E D
E S
C R
IP
T
IO
N M
A R
K T
R A
C K
IN
G N
O
A C
T
IO
N D
A T
E
H O
B A
R T
IN
D
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C H
IC
A G
O
IL
C H
IC
A G
O D
IS
T R
W P -1
-R -0
T L E C
A L
U M
E T R
IV
E R
IN
D
IA
N A
F L
O O
D C
O N
T R
O L P
R O J E
C T
H O
B A
R T M
A R
S H M
IT
IG
A T
28 31
O
H N G
R O
B O
S K I, P .E
A N
S I
D
D .B
CG111
R O
X A
N N
E V
ID
A U
R R
E
40'10'0 20'
49TH STREET
N
PARKING LOT AT QUAIL HOLLOW
N 2,287,859.78 E 2,897,880.09
N 2,287,824.78 E 2,897,880.09
N 2,287,864.37
E 2,897,907.05 E 2,897,946.11 N 2,287,880.47
E 2,897,925.09
N 2,287,824.7845'
35'
P L
A N A
N D S
E C
T
IO
N
P A
R K
IN
G L
O T A
T Q
U A
IL
H
O L L
O W
SECTION.
2. SEE SHEET CG-109 FOR PARKING LOT TYPICAL
207 FOR SUBGRADE TREATMENT.
1. SEE INDOT 2016 STANDARD SPECIFICATION SECTION
NOTES:
MATCH EXISTING GROUND
2% SLOPE
EDGE OF PAVED ROAD
15°R 15°R
E 2,897,892.11 N 2,287,880.64
SEE SHEET C-501
SWING GATE
PROPOSED DOUBLE
24'21'
Z A
C H L
A N
G E
L
J U
L Y
G - 543.5
G - 543.5
G - 542.8 G - 542.8
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2284274.47 2892926.00
PI ( ) 0+67.27 2284264.47 2892859.48
Tangent Direction: S 81^27'05.5290" W
Tangent Length: 67.2704
Element: Linear
PI ( ) 0+67.27 2284264.47 2892859.48
PI ( ) 0+72.91 2284264.97 2892853.86
Tangent Direction: N 84^49'41.1360" W
Tangent Length: 5.6352
Element: Linear
PI ( ) 0+72.91 2284264.97 2892853.86
PI ( ) 0+81.86 2284266.60 2892845.06
Tangent Direction: N 79^31'05.4118" W
Tangent Length: 8.9557
Element: Linear
PI ( ) 0+81.86 2284266.60 2892845.06
PI ( ) 0+89.15 2284271.41 2892839.58
Tangent Direction: N 48^41'29.9408" W
Tangent Length: 7.2876
Element: Linear
PI ( ) 0+89.15 2284271.41 2892839.58
PI ( ) 0+96.61 2284277.90 2892835.89
Tangent Direction: N 29^38'25.1075" W
Tangent Length: 7.4603
Element: Linear
PI ( ) 0+96.61 2284277.90 2892835.89
PI ( ) 1+08.86 2284288.85 2892830.41
Tangent Direction: N 26^35'58.8571" W
Tangent Length: 12.2473
Element: Linear
PI ( ) 1+08.86 2284288.85 2892830.41
PI ( ) 1+18.86 2284297.72 2892825.79
Tangent Direction: N 27^29'11.8383" W
Tangent Length: 10.0041
Element: Linear
PI ( ) 1+18.86 2284297.72 2892825.79
PI ( ) 1+25.14 2284303.10 2892822.54
Tangent Direction: N 31^14'14.9423" W
Tangent Length: 6.2818
Element: Linear
PI ( ) 1+25.14 2284303.10 2892822.54
PI ( ) 1+30.27 2284307.82 2892820.55
Tangent Direction: N 22^46'24.8437" W
Tangent Length: 5.1274
Element: Linear
PI ( ) 1+30.27 2284307.82 2892820.55
PI ( ) 1+39.69 2284316.61 2892817.17
Tangent Direction: N 21^02'55.7167" W
Tangent Length: 9.4169
Element: Linear
PI ( ) 1+39.69 2284316.61 2892817.17
POE ( ) 1+56.27 2284333.00 2892814.60
Tangent Direction: N 8^54'24.1396" W
Tangent Length: 16.5838
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2284129.44 2893055.54
PI ( ) 0+29.80 2284102.88 2893042.02
Tangent Direction: S 26^58'26.6645" W
Tangent Length: 29.8024
Element: Linear
PI ( ) 0+29.80 2284102.88 2893042.02
PI ( ) 0+38.88 2284100.67 2893033.22
Tangent Direction: S 75^53'22.3733" W
Tangent Length: 9.0759
Element: Linear
PI ( ) 0+38.88 2284100.67 2893033.22
PI ( ) 0+50.60 2284091.11 2893026.43
Tangent Direction: S 35^23'56.0223" W
Tangent Length: 11.7227
Element: Linear
PI ( ) 0+50.60 2284091.11 2893026.43
PI ( ) 0+62.60 2284095.71 2893015.35
Tangent Direction: N 67^29'39.4489" W
Tangent Length: 11.9941
Element: Linear
PI ( ) 0+62.60 2284095.71 2893015.35
PI ( ) 0+71.66 2284093.27 2893006.61
Tangent Direction: S 74^23'24.8900" W
Tangent Length: 9.0665
Element: Linear
PI ( ) 0+71.66 2284093.27 2893006.61
PI ( ) 0+79.94 2284087.85 2893000.35
Tangent Direction: S 49^11'13.6196" W
Tangent Length: 8.2819
Element: Linear
PI ( ) 0+79.94 2284087.85 2893000.35
POE ( ) 1+03.52 2284076.80 2892979.52
Tangent Direction: S 62^01'49.4264" W
Tangent Length: 23.5752
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2283989.22 2893342.33
PI ( ) 0+51.08 2283962.45 2893298.83
Tangent Direction: S 58^23'31.8970" W
Tangent Length: 51.0842
Element: Linear
PI ( ) 0+51.08 2283962.45 2893298.83
PI ( ) 0+59.10 2283961.56 2893290.86
Tangent Direction: S 83^37'27.7352" W
Tangent Length: 8.0180
Element: Linear
PI ( ) 0+59.10 2283961.56 2893290.86
PI ( ) 0+68.07 2283957.75 2893282.73
Tangent Direction: S 64^52'00.2878" W
Tangent Length: 8.9720
Element: Linear
PI ( ) 0+68.07 2283957.75 2893282.73
PI ( ) 0+77.10 2283953.52 2893274.76
Tangent Direction: S 62^03'58.5861" W
Tangent Length: 9.0255
Element: Linear
PI ( ) 0+77.10 2283953.52 2893274.76
POE ( ) 1+19.96 2283945.92 2893232.57
Tangent Direction: S 79^47'33.0718" W
Tangent Length: 42.8649
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2284405.92 2893381.14
PI ( ) 0+54.98 2284421.75 2893328.49
Tangent Direction: N 73^16'00.5887" W
Tangent Length: 54.9802
Element: Linear
PI ( ) 0+54.98 2284421.75 2893328.49
PI ( ) 0+64.96 2284428.77 2893321.40
Tangent Direction: N 45^15'02.6480" W
Tangent Length: 9.9792
Element: Linear
PI ( ) 0+64.96 2284428.77 2893321.40
PI ( ) 0+84.00 2284447.51 2893318.01
Tangent Direction: N 10^16'42.1215" W
Tangent Length: 19.0384
Element: Linear
PI ( ) 0+84.00 2284447.51 2893318.01
PI ( ) 1+02.69 2284465.99 2893320.76
Tangent Direction: N 8^28'02.5211" E
Tangent Length: 18.6928
Element: Linear
PI ( ) 1+02.69 2284465.99 2893320.76
PI ( ) 1+17.97 2284479.15 2893328.52
Tangent Direction: N 30^32'28.9980" E
Tangent Length: 15.2794
Element: Linear
PI ( ) 1+17.97 2284479.15 2893328.52
PI ( ) 1+24.97 2284484.62 2893332.89
Tangent Direction: N 38^36'26.3499" E
Tangent Length: 6.9983
Element: Linear
PI ( ) 1+24.97 2284484.62 2893332.89
PI ( ) 1+34.08 2284492.76 2893337.00
Tangent Direction: N 26^46'27.4352" E
Tangent Length: 9.1105
Element: Linear
PI ( ) 1+34.08 2284492.76 2893337.00
PI ( ) 1+49.41 2284504.07 2893347.35
Tangent Direction: N 42^27'42.3684" E
Tangent Length: 15.3359
Element: Linear
PI ( ) 1+49.41 2284504.07 2893347.35
POE ( ) 1+83.99 2284528.44 2893371.88
Tangent Direction: N 45^10'48.8894" E
Tangent Length: 34.5785
STATION NORTHING EASTING
Element: Linear
POB ( ) 0+00.00 2284485.09 2893478.67
PI ( ) 0+48.43 2284451.56 2893513.61
T…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .