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Project Location
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
TITLE SHEET
BJS
ARB
AS NOTED
OCTOBER 2019
201835.00
1 11
INDIANA DEPARTMENT OF NATURAL RESOURCES (IDNR)
DIVISION OF WATER
WINONA - OUTLET STRUCTURE REPAIR
WAYNE TWP., KOSCIUSKO COUNTY, INDIANA
SECTION 17, T-32N, R-6E
LOCATION MAP
KOSCIUSKO COUNTY
INDIANA DEPARTMENT OF ADMINISTRATION (IDOA)
PROJECT No. DEL2006321280
DRAWING INDEX
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 EXISTING SITE PLAN AND GENERAL NOTES
3 EXISTING SITE PICTURES
4 PROPOSED SITE PLAN AND ELEVATION
5 OUTLET STRUCTURE SECTIONS
6 EXISTING STRUCTURE AND REMOVAL DETAILS
7 PROPOSED STRUCTURE
8-11 CROSS SECTIONS
KOSCIUSKO COUNTY
PROJECT LOCATION SHOWN BY
02000' 1000' 4000'2000'
BAR SCALE
10/10/19
10/10/19
10 11 12
P.O.T. Sta. 10+00.00 "T-1"
N=2177120.6754
E=278594.9603
P.O.T. Sta. 12+90.00 "T-1"
N=2177261.3101
E=278848.5779
807
806
807 805
804
806 807 808
813813814
813812
807
807
805 807
805
806
807807
807808
809 810811812813
814
816
815
814
815
816
817
813
812811
809808
807808
807
808808
N60°59'28"E
Line "T-1"
Ex. Conc.
(To be Removed)
Ex. Outlet Structure
53.55'
154.77'
TBM A
N=2177169.27
E=278509.90
Winona 1, 1977
N=2177214.96
E=278671.06
Kosciusko County Bridge #209
N=2177114.88
E=278599.21
CP 2
CP 3
Ex. San. Sewer Ex. Riprap
Beginning of Ex. Upstream
Sheet Pile Wall
to be Replaced
End of Ex. Downstream
Sheet Pile Wall
to be Replaced
Ex. Riprap
Beginning of Ex. Downstream
Sheet Pile Wall
to be Replaced
End of Ex. Upstream
Sheet Pile Wall
to be Replaced
Winona Lake
Outlet Channel
Ex. Tree
to be Removed
No Access for Construction
Ex. San. SewerEx. Drive
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
EXISTING SITE PLAN
AND GENERAL NOTES
BJS
ARB
1" = 20'
OCTOBER 2019
201835.00
2 11
NOTES:
1. Contractor shall maintain the normal seasonal lake level throughout
construction.
2. Vertical datum is National Geodetic Vertical Datum of 1929 (NGVD29).
3. Horizontal datum is InSPC - East Zone U.S. Feet.
VERTICAL CONTROL (NGVD29)
ID ELEVATION REMARKS
TBM A 817.21
R.R. Spk.; E Face Pwp. 634-749; N.W. Quad. Country Club
and Eagle Creek; 1.1’ Above Ground Level
Kosciusko
County
Bridge
#209
817.81
Brass Tablet Stamped “Kosciusko County Bridge #209”;
S.E. Conc. Wingwall of the Country Club Bridge over Eagle
Creek
Winona 1,
1977
813.52
Brass Tablet Stamped “Winona 1 1977”; N.W. Conc.
Abutment of the Outlet Structure for Winona Lake;
1.25’ Above Ground Level
HORIZONTAL CONTROL
(InSPC - East Zone U.S. FEET)
ID NORTHING EASTING MARKER
CP1 2176762.4911 278797.9676
1
2
”x18” Rebar w/ Green Cap Stamped
“LAWSON FISHER”
CP2 2177138.3996 278532.3547
1
2”x18” Rebar w/ Green Cap Stamped
“LAWSON FISHER”
CP3 2177252.5806 278832.8361
1
2”x18” Rebar w/ Green Cap Stamped
“LAWSON FISHER”
020' 10' 40'20'
BAR SCALE
EXISTING MISCELLANEOUS LINES
Existing Top Of Bank
Existing Fence
LEGEND:
EXISTING SYMBOLS
Existing Benchmark
Existing Cleanout
Existing Control Point
Existing Coniferous Tree
Existing Deciduous Tree
Existing Flag Pole
Existing Ground Light
Existing Mailbox
Existing Post
Existing Power Pole
Existing Sanitary Manhole
Existing Sign - Single Post
10/10/19
10/10/19
Winona Lake
Outlet Channel
7
1
6
4
3
2
5
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
EXISTING SITE PICTURES
BJS
ARB
NOT TO SCALE
OCTOBER 2019
201835.00
3 11
EXISTING GATE EXISTING DOWNSTREAM SHEET PILING
EXISTING OUTLET STRUCTURE
LOOKING DOWNSTREAM
EXISTING OUTLET STRUCTURE
LOOKING UPSTREAM
EXISTING UPSTREAM SHEET PILING
EXISTING UPSTREAM SHEET PILING EXISTING UPSTREAM SHEET PILING
PHOTO ORIENTATION
AND LOCATION MAP
1 2 3 4 5
6 7
10/10/19
10/10/19
10 11 12
P.O.T. Sta. 10+00.00 "T-1"
N=2177120.6754
E=278594.9603
P.O.T. Sta. 12+90.00 "T-1"
N=2177261.3101
E=278848.5779
807
806
807
805
804
806 807 808
813813814
813812
807
805 807
805
806
807807
807808
809 810811812813
814
816
815
814
815
816
817
813
812811
809808
807
808
807
808808
N60°59'28"E
Line "T-1"
Proposed PZ22
Sheet Piles
(See Sheet 5)
Ex. Outlet Structure
Proposed
PZ22
Sheet Piles
83 Sheets PZ22 = 152'-2" (21' Long)
14.92'15 Sheets
PZ22 = 27'-6"
(21' Long)
Upstream Channel
D
o
w
n
s
t
r
e
a
mChannel
1
5
S
h
e
e
t
s
P
Z
2
2
=
2
7
'
-
6
"
(
2
1
'
L
o
n
g
)
Ex. Timber Piles
to be Removed
A
A
TBM A
N=2177169.27
E=278509.90
Winona 1, 1977
N=2177214.96
E=278671.06
Kosciusko County Bridge #209
N=2177114.88
E=278599.21
CP 2
CP 3
Winona Lake
Outlet Channel
Proposed 4-Slide Gates
Proposed Weir
El. 811.06
N=2177181.03
E=278693.29
No Access for Construction
Ex. Tree
to be Removed
Ex. Gravel Driveway
to Be Replaced after
Construction
Existing Gate to
Remain
Proposed
PZ22
Sheet Piles
See Detail B
Ex. Tree
to be Removed
Ex. Fence
14'-11"
Ex. Outlet Structure
Channel Bottom
at the North Shorewall
El.=811.99El.=811.99El.=812.09
El.=810.03
El.=811.99El.=812.49
* Ex. Elevation
El.=789.03
El.=790.59
El.=790.99
Bottom of Downstream
North Sheet Piling
Bottom of Upstream
North Sheet Piling
El.=790.99
El.=807.50*
El.=807.83*
El.=806.74*
El.=806.96*
El.=790.97El.=790.99
Channel Bottom
at the North Shorewall
Top of Proposed and
Ex. Sheeting
21'
PZ22
Top of Proposed and
Ex. Sheeting
21'
PZ22
152'-2"±27'-6"20'-6"7'-6"
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
PROPOSED SITE PLAN
AND ELEVATION
BJS
MW
AS NOTED
OCTOBER 2019
201835.00
4 11
PLAN
NORTH BANK ELEVATION
See Detail A
DETAIL A
PLAN VIEW
Ex. Conc.
(To be Removed)
Rotate Sheet as Req'd.
to Achieve a Tight Fit
Against Ex. Conc.
Ex. Conc.Shorewall
Channel Side
Fill Side
NOTES:
1. Contractor shall maintain the normal seasonal lake level
throughout-construction.
2. Vertical datum is National Geodetic Vertical Datum of 1929 (NGVD29).
3. Horizontal datum is InSPC - East Zone U.S. Feet.
4. Contractor shall verify all dimensions and elevations.
5. No sediment to leave site.
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
02' 1' 2' 4'
020' 10' 40'20'
BAR SCALE
05' 2.5' 10'5'
BAR SCALE
DETAIL B
PLAN VIEW
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
04' 2' 4' 8'
Ex. UpstreamSouth Wingwall
7
S
h
e
e
t
s
P
Z
2
2
=
1
2
'
-
1
0
"
(
2
1
'
L
o
n
g
)
4
5
°
'
CONSTRUCTION SEQUENCE:
1. Remove enough of existing rubble around existing wingwall to
provide a clear area to drive sheet piles.
2. Drive sheets until the top of the sheets is 6"± below existing grade
(El.=812.0±).
3. Replace rubble and bury the sheets.
10/10/19
10/10/19
SECTION B-B
2
3
4
"±
9"
Ex. Sheet Pile
Proposed PZ22 x
21' Long
3"±
Min.
Concrete
SECTION A-A
Ex. Channel Bottom
Proposed PZ22
Ex. Ground Line
2
3
4
"±
3"±
Min.
9"
BB
21' PZ22
Ex. Sheet Pile
El. Varies
Concrete
Top of Proposed and
Ex. Sheeting
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
OUTLET STRUCTURE SECTIONS
GDH
MW
AS NOTED
OCTOBER 2019
201835.00
5 11
NOTES:
1. Contractor shall begin construction at the existing control structure,
driving the first sheet pile of the upstream section tight against the
existing east wing wall, and driving the first sheet pile of the
downstream section tight against the existing west wing wall.
2. Vertical datum is National Geodetic Vertical Datum of 1929
(NGVD29).
DESIGN STRESSES
fy
=
60,000 psi (Reinforcement)
Fy
=
50,000 psi (Sheeting, ASTM A572)
F
allow
=
32,000 psi (Sheeting, ATM A572)
0.5'
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
1'0
1'
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
2'0
10/10/19
ELEVATION - LOOKING DOWNSTREAM
PLAN
C
C
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
17'-8"
El.=817.0
El.=814.0
El.=809.66
Upstream Weir
10 Ea. 4" I.D. PVC Pipe
Weep Holes
El.=805.72
Base of Conc. Slab
El.=802.22
Base of Conc. Toe Wall
El.=800.5
Bot. of Steel Sheet Piling
El.=806.25
Top of Piling Under Conc.
Ex. Grade
1
1
2
" ID Handrail
7"
15'-0"
40'-0"
8"
(Typ.)
4"
1'-0"
2'-6"
C Ex. Steel
Sheet Piling
and Concrete
Gate to be Removed
and saved for Gate Owner
1
L
C Ex. Steel
Sheet Piling
and Concrete
L
C Ex. Steel
Sheet Piling
and Concrete
L
Flow
Existing Handrails and Walkways to be Removed
El.=810.66
Removal Line
SECTION C-C
15'-0"
3'-6"
1'-0"
6'-9
3
8
"
Top of Conc. Apron
El.=806.72
El.=812.0
1'-0"
6"
El.=807.15
Top of Ex. Steel
Sheet Piling
El.=814.0
Ex. Walkway
2'-6" 1'-0"
El.=813.5
Top of Existing Steel
Sheet Piling
El.=809.66
3'-6"
El.=810.06
3'-4"
Cut Reinf. at El.=810.89
See Note 7
and 8
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
EXISTING STRUCTURE
AND REMOVAL DETAILS
BJS
ARB
AS NOTED
OCTOBER 2019
201835.00
6 11
- Gates and are 3.1 ft. Wide and 3.71 ft. High.
- Gates through are 4 ft. Wide and 3.71 ft. High.
- Summer Legal Lake Level = 811.06 ft.
- Winter Legal Lake Level = 810.06 ft.
1 9
2 8
NOTES:
1. Contractor shall maintain the normal seasonal lake level throughout
construction.
2. Vertical datum is National Geodetic Vertical Datum of 1929 (NGVD29).
3. Horizontal datum is InSPC - East Zone U.S. Feet.
4. Information obtained from plan set dated August 30, 1976 prepared by
IDNR and Lawson-Fisher 2018 field survey.
5. Contractor shall verify all dimensions and elevations.
6. Denotes bay/gate number.
7. Pneumatic hammers, up to a maximum of 45 Lb may be used for all
removal areas between elevation 810.89 and elevation 810.06.
8. Existing reinforcement shall be cleaned and incorporated into the new
construction.
#
0
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
1' 2' 4'2'
4'2'1'02'
BAR SCALE
4'2'1'02'
BAR SCALE
LEGEND
Concrete to be Removed From Existing Dividers
Between Gates 1 and 2, 2 and 3, and 3 and 4
NOTE:
Removal of gates not shown in this view for clarity.
10/10/19
10/10/19
PLAN
C
C
El.=811.06
Top of Proposed Weir
10 Ea. 4" I.D. PVC Pipe
Weep Holes
El.=805.72
Base of Conc. Slab
El.=802.22
Base of Conc. Toe Wall
El.=800.5
Bot. of Steel Sheet Piling
El.=806.25
Top of Piling Under Conc.
1
1
2
" I.D. Handrail
40'-0"
1'-0"
El.=809.66
Upstream Weir
Four Proposed Slide Gates and Operators
Four Proposed Slide Gates and Operators
Proposed Weir
(Typ.)
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
Gate to be Removed
and saved for Gate Owner
1
Ex. Gate to Remain
in Place and Sealed
Gate Crests Should be Slightly
Lower Than Weir Fixed Crest
Ex. Grade
ELEVATION - LOOKING DOWNSTREAM
C Ex. Steel
Sheet Piling
and Concrete
L
C Ex. Steel
Sheet Piling
and Concrete
L
C Ex. Steel
Sheet Piling
and Concrete
L
Flow
Existing Dividers to be Partially Removed
(See Sheet 6)
Proposed Weirs Shall be Constructed
(See Section C-C)
8"
(Typ.)
Divider Cap
(Typ.)
SECTION C-C
15'-0"
3'-6"
1'-0"
6'-9
3
8
"
Top of Conc. Apron
El.=806.72
El.=806.72
El.=812.0
1'-0"
6"
El.=807.15
Top of Ex. Steel
Sheet Piling
1'-0"
El.=813.5
Top of Ex. Steel
Sheet Piling
El.=809.66
3'-6"
El.=811.06
Proposed Weir
1'-0"
6"
3'-4"±
1'-0"
2'-3
1
4
"2
3
4
"
Proposed Conc.
Divider Cap
Proposed
Weir
(Typ.)
#4 Stirrups,
(Typ.)
#4 Bars
#4a Bars
Roughened Surface,
3
4
" Amplitude (Typ.)
D
D
#4 Bars @
10-1/2" Spa. F.F. and B.F.
#4a Bars @
10-1/2" Spa., (Typ.)
6"
Typ.
2" Clr.
#4 Bars @ ±12" Spa. F.F. and B.F.
1
2 3 4 = 4.0'
= 3.1'
, ,
Ex. Wall
8" Typ.
3'-10"±
6"
6" 6"
1'-0"
6"
Typ.
#4 Bar
#4 Stirrups
@ 3" Spa.
(Typ.)
#4 Bars
E.W. and E.F.
#4a Bars
Anchored Into
Ex. Wall
PROPOSED WEIR
ELEVATION - LOOKING UPSTREAM SECTION D-D
2" Clr. 2" Clr.
8
1
4
"
8
1
4
"
3 Spa. @ 10
1
2
"
2 Spa. @ 10
3
8
"±
8
1
4
"
8
1
4
"
2 3 4
1
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
PROPOSED STRUCTURE
BJS
ARB
AS NOTED
OCTOBER 2019
201835.00
7 11
- Summer Legal Lake Level = 811.06 ft.
- Winter Legal Lake Level = 810.06 ft.
NOTES:
1. Contractor shall maintain the normal seasonal lake level throughout
construction.
2. Vertical datum is National Geodetic Vertical Datum of 1929 (NGVD29).
3. Horizontal datum is InSPC - East Zone U.S. Feet.
4. Information obtained from plan set dated August 30, 1976 prepared by
IDNR and Lawson-Fisher 2018 field survey.
5. Contractor shall verify all dimensions and elevations.
6. Denotes bay/gate number.
7. Slide gates shall be Waterman SS-250 series fabricated slide gate, or
approved equal.
#
0
BAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALEBAR SCALE
1' 2' 4'2'
4'2'1'02'
BAR SCALE
4'2'1'02'
BAR SCALE
1' 0 0.5' 1' 2'
BAR SCALE
1' 0 0.5' 1' 2'
BAR SCALE
NOTE:
Anchors shall be Hilti HIT-HY200 Adhesive Anchoring System installed
in
5
8
" dia. holes x 6' deep per manufacturers specifications, or equal.
#4 Stirrups
11
1
2
"
8"
3
"
17" 6"
2
1
2
"
Bar 4a
2
"
R
.
10/10/19
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
10
+
50
10
+
50
10
+
25
10
+
25
10
+
00
10
+
00
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
FILL
Scale 1 inch = 5 feet
CROSS SECTIONS
CUT
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
CROSS SECTIONS
LINE "T-1"
BJS
ARB
1" = 5'
1" = 5'
OCTOBER 2019
201835.00
8 11
10/10/19
10/10/19
800
805
810
815
820
800
805
810
815
820
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
11
+
25
11
+
25
11
+
00
11
+
00
10
+
75
10
+
75
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
FILL
Scale 1 inch = 5 feet
CROSS SECTIONS
CUT
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
CROSS SECTIONS
LINE "T-1"
BJS
ARB
1" = 5'
1" = 5'
OCTOBER 2019
201835.00
9 11
10/10/19
10/10/19
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
800
805
810
815
820
800
805
810
815
820
12
+
00
12
+
00
11
+
75
11
+
75
11
+
50
11
+
50
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
FILL
Scale 1 inch = 5 feet
CROSS SECTIONS
CUT
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
CROSS SECTIONS
LINE "T-1"
BJS
ARB
1" = 5'
1" = 5'
OCTOBER 2019
201835.00
10 11
10/10/19
10/10/19
800
805
810
815
820
800
805
810
815
820
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
805
810
815
820
825
12
+
75
12
+
75
12
+
50
12
+
50
12
+
25
12
+
25
PZ 22 Sheet Pile
L=21'
PZ 22 Sheet Pile
L=21'
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
555045403530252015105C5101520253035404550556065 60 65 70
L
7075 75
FILL
Scale 1 inch = 5 feet
CROSS SECTIONS
CUT
SIGNATURE
DRAWN:
CHECKED:
DATE
VERTICAL SCALE
DATE
SURVEY BOOK
HORIZONTAL SCALEREVISIONS PROJECT NUMBER
OF
SHEETS
PH. (574) 234-3167
525 W. WASHINGTON AVENUESOUTH BEND, INDIANA 46601
LAWSON-FISHER ASSOCIATES P.C.
SIGNATURE DATE
INDIANA DEPARTMENT OF NATURAL RESOURCES
WINONA LAKE
OUTLET STRUCTURE REPAIR
CROSS SECTIONS
LINE "T-1"
BJS
ARB
1" = 5'
1" = 5'
OCTOBER 2019
201835.00
11 11
10/10/19
10/10/19
