STAGE 2 PLANS US 41 GAFF DITCH N 250 W MERIDIAN RD PlansXSect 1700076 for Bridge... · n 400 w n...
Transcript of STAGE 2 PLANS US 41 GAFF DITCH N 250 W MERIDIAN RD PlansXSect 1700076 for Bridge... · n 400 w n...
2726
25
34
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36
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US 41
SR 14
N 250 W
MERID
IAN
RD
DIVISION RD
G
A
F
F
D
I
T
C
H
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILE
1
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\Bridge\CAD
\M
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APPROVED
FOR LETTING:
DATE
PHONE NUMBER
PLANS
PREPARED BY:
DATE
CERTIFIED BY:
INDIANA DEPARTMENT OF TRANSPORTATION
BRIDGE FILE
PROJECT LOCATION SHOWN BY
PROJECT DESIGNATION
CONTRACT
INDIANA DEPARTMENT
OF TRANSPORTATION
O A
A
AT
I
N TF T R N S PO
RT
AT
ION
NA
DE
PR
ME
ND I
TOTAL LENGTH:
BRIDGE LENGTH:
ROADWAY LENGTH:
MAX. GRADE: %
LATITUDE: LONGITUDE:
MI.
MI.
MI.
Newton County
0.65
0.006
0.037
0.043
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2020
TO BE USED WITH THESE PLANS
(574) 334-5460Lochmueller Group, Inc.
ROUTE: SR 14 AT: RP 2+23
Location Map
Newton County
Scale: 1" = 2,000'
41° 00' 49" 87° 24' 24"
Bridge Replacement, Concrete on SR 14 over Gaff Ditch
Located 2.27 Miles East of US 41
Sections 25 & 36, T-30-N, R-9-W, McClellan Township, Newton County
1700076 1700076
014-56-10319B-40608
1700076
014-56-10319
B-40608 1700076
ELECTRONIC
TRAFFIC DATA
SR 14
A.A.D.T. (2022) 2,274 V.P.D.
A.A.D.T. (2042) 2,909 V.P.D.
D.H.V. (2042)
224 V.P.H.
DIRECTIONAL DISTRIBUTION
55% EB / 45% WB
TRUCKS 34% A.A.D.T.
40% D.H.V.
DESIGN DATA
DESIGN SPEED 55 M.P.H.
PROJECT DESIGN CRITERIA
3R (NON-FREEWAY)
FUNCTIONAL CLASSIFICATION STATE COLLECTOR
RURAL/URBANRURAL
TERRAIN LEVEL
ACCESS CONTROL NONE
STAGE 2 PLANS
03/01/2020
17
FOR SPANS OVER 20 FEET
BRIDGE PLANS
PROJECT NO. 1700076 P.E.
1700076 R/W
1700076 CONST.
STRUCTURE TYPE SPAN AND SKEW OVER STATION
014-56-10319
Precast Reinforced
Concrete Three-Sided
Structure
1 Span: 24'-0",
Skew: 28° Rt.
Gaff Ditch
245+75.98
Line "A"
STRUCTURE INFORMATION
R-9-W R-8-W
T-29-N
T-30-N
T-29-N
T-30-N
R-9-W R-8-W
HUC 12: 071200021301
HUC 14: 07120002150010
Begin Project
Sta. 244+75.00 Line "A"
End Project
Sta. 247+00.00 Line "A"
Structure 014-56-10319
Over Gaff Ditch
Sta. 245+75.98 Line "A"
ADDITIONAL RIGHT-OF-WAY
REQUIRED FOR THIS PROJECT
INDEX
N/A
REVISIONS
UTILITIESGENERAL NOTES INDEX
SUBJECTSHEET NO.
REVISEDDATESHEET NO.
TITLE SHEET
INDEX
DJGEJG
ACS EJG
1700076
1700076B-40608
014-56-10319
2
N/A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:30pm
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\M
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SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of
1
2
17ELECTRONIC
LAYOUT
7
PLAN AND PROFILE
6
--/--/--
COMMUNICATIONS: AT&T DISTRIBUTION
240 N MERIDIAN ST., RM 1791
INDIANAPOLIS, IN 46204
MATT SPINDLER
317-265-3050
ELECTRIC: NEWTON COUNTY R.E.M.C.
207 E GOSS ST., PO BOX 125
KENTLAND, IN 47951
JIM EVERS
219-474-6244
GENERAL PLAN
8 - 9
Know what's below.before you dig.Call
R
COORDINATE LISTING: RANDOM CONTROL POINTS
PT.# NORTHING EASTING DESCRIPTION
2500 232489.7440 784238.8520 SET REBAR /REF CAP
2501 232496.6460 786856.5600 FND. REBAR W/ CAP "SAYERS PS 2020002"
7001 232459.412 784484.503 P.I. 234+99.92 Line "A" IRON PIN IN MON. BOX
7006 232460.456 785784.603 P.I. 248+00.02 Line "A", Delta = 0°01'27" Left (No Curve), FND. IRON PIN IN MON. BOX
7002 232461.927 786984.593 P.I. 260+00.01 Line "A", Delta = 0°01'46" Left (No Curve), FND. IRON PIN IN MON. BOX
7003 232464.012 788184.590 P.I. 272+00.01 Line "A", Delta = 0°03'36" Right (No Curve), FND. IRON PIN IN MON. BOX
7004 232464.680 789149.789 P.I. 281+65.25 Line "A", IRON ROD IN MON. BOX
CROSS SECTIONS
MAINTENANCE OF TRAFFIC
5
TYPICALS
3
12 - 17
PLAT NO. 1
4
ROAD SUMMARY
11
BRIDGE SUMMARY
10
R
13'-0"
Line "A"
13'-0"
TYPICAL INCIDENTAL SECTION
Sta. 244+00.00 Line "A" To Sta. 244+75.00 Line "A"
Sta. 247+00.00 Line "A" To Sta. 247+75.00 Line "A"
M
Existing Ground
Existing Ground
Varies
1.6% to
2.0%
Varies
2.0% to 2.2%
Line "A"
TYPICAL FULL DEPTH SECTION
Sta. 244+75.00 Line "A" To Sta. 247+00.00 Line "A"
J
K
12'-0"
2.0%
Profile Grade
12'-0"
2.0%
4.0
%
4.0
%
Varies
2'-0" to 6'-0"
Varies
2'-0" to 6'-0"
2'-0"
Typ.
3
:
1
Existing Ground
Existing Ground
3
:
1
3
:
1
3
:
1
O
7'-0"3'-6"
4.0
%
J
10.0%O
7'-0"3'-6"
4.0
%
10.0%
2'-0"
Typ.
Varies
Varies
Varies Varies
50' R/W
J
J
7"
2'-0"
30°
J
SAFETY EDGE DETAIL
O
Limits of Subgrade Treatment*
Varies 50'-115' R/W
MGS W-Beam
Guardrail
MGS W-Beam
Guardrail
Profile Grade
50' R/W
Varies 50'-100' R/W
Existing Ground
3
:
1
3
:
1
J
O
7'-0"3'-6"
4.0
%
Varies
Varies
Sta. 244+75.00 Line "A" To Sta. 245+57.95 Line "A"
Sta. 246+51.70 Line "A" To Sta. 247+00.00 Line "A"
TYPICAL SECTION WITHOUT GUARDRAIL
50' R/W
Sta. 244+75.00 Line "A" To Sta. 245+00.26 Line "A"
Sta. 245+94.01 Line "A" To Sta. 247+00.00 Line "A"
TYPICAL SECTION WITHOUT GUARDRAIL
3
:
1
Existing Ground
3
:
1
O
7'-0"3'-6"
4.0
%
10.0%
2'-0"
Typ.
Varies Varies
J
50' R/W
10.0%
3
:
1
3
:
1
O
4'-0"Varies
12'-0" Obstruction Free Zone
12'-0" Obstruction Free Zone
*Subgrade not used from
Sta. 245+61.45 Line "A" to Sta. 245+90.51 Line "A"
33
33
12'-0" Obstruction Free Zone
12'-0" Obstruction Free Zone
4
:
1
3
:
1
3
:
1
O
4'-0" Varies
4
:
1
TYPICAL CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1/4" = 1'-0"
1/4" = 1'-0"
1700076
1700076B-40608
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\Plans\Typicals.dw
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VERTICAL SCALE
R QC/QA-HMA, 3, 70, Surface, 9.5mm
J Pavement Design Will Be Determined After Completion
Of Geotechnical Report
K Pavement Design Will Be Determined After Completion
Of Geotechnical Report
M
Milling, Asphalt, 1
1
2
"
O Compacted Aggregate, No. 53
ELECTRONIC
33 Milled HMA Corrugations, Conventional
(Longitudinal Rumble Stripes)
235+
00
235+
00
236+
00
242+
00
243+
00
244+
00
245+
00
246+
00
247+
00
248+
00
249+
00
250+
00
PLAT NO. 1
1" = 60'
NGMDV
BKA EJG
1700076
1700076B-40608
014-56-10319
4
N/A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:32pm
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\Bridge\CAD
\M
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wgs\Plat 1.dw
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SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of17ELECTRONIC
--/--/--
G
A
F
F
D
I
T
C
H
G
A
F
F
D
I
T
C
H
S.R. 14 - Line "A"
P.I. 234+99.92 Line "A"
FND. IRON PIN IN MON. BOX
N 232459.412
E 784484.503
P.I. 248+00.02 Line "A"
Delta = 0°01'27" Left (No Curve)
FND. IRON PIN IN MON. BOX
N 232460.456
E 785784.603
SEC. 36, T30N, R9W
MCCLELLAN TWP.
NEWTON COUNTY
SEC. 25, T30N, R9W
MCCLELLAN TWP.
NEWTON COUNTY
BATH, KENNETH L,SUBJECT TO LIFE ESTATE
IN VIRGINIA C BATH
NEIBERT, JOYCE A
BATH, KENNETH L,SUBJECT TO LIFE ESTATE
IN VIRGINIA C BATH
NEIBERT, JOYCE A
NEIBERT, JOYCE A
R/W
R
/
W
R/W
R/W
R/W
S. Line, W. 1/2, SW. 1/4, Sec. 25-T30N-R9W
R/W
R/W
R/W
R/W
R/W
R
/
W
R
/
W
R
/
W
Begin Project
Sta. 244+75.00 Line "A"
End Project
Sta. 247+00.00 Line "A"
End Incidental Construction
Sta. 247+75.00 Line "A"
Begin Incidental Constrruction
Sta. 244+00.00 Line "A"
R/W
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
500'500'
US 41
SR 14
S 250 W
S M
ERID
IAN
RD
DIVISION RD
SR 55
W 200 S
SR 114
S 100 E
S 200 E
S 300 E
W 300 S
E 200 S
E 300 S
2
1
2
B
D
C
A
B
B
C
C B
C
C
B
C
B
C
B
C
B
CB
C
B
C
B
C
D
XW20-3
XW20-2
B
XW20-3 XW20-2
C
XW20-3
XW20-2
B
XW20-3XW20-2
XW20-3
1
C
C
B
Mt Ayr
Morocco
1000'
500'
500'
1000'
500'
500'
1000'
500'500'
1000'
E 225 S
S 500 E
S 400 E
S 600 E
S 525 E
E 100 S
N 550 E
CO
UN
TY LIN
E RD
N 400 E
SR 55
N 100 E
N M
ERID
IAN
RD
N 250 W
N 400 W
S 400 W
W 50 S
W 275 S
W 350 S
W 400 S
S 425 W
S 300 W
S 200 W
500' 500' 500' 500' 500' 500'
XW20-3
MAINTENANCE OF TRAFFIC
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 1000'
1" = 1000'
1700076
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014-56-10319
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\Plans\M
aintenance of Traffic.dw
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VERTICAL SCALE
GENERAL NOTES
1. All maintenance of traffic devices, signs and pavement
markings shall conform to the latest edition of the
Indiana MUTCD.
2. See INDOT Std. Dwg. 801-TCDT-02 for sign spacing
requirements and additional notes.
3. See INDOT Std. Dwg. 801-TCLG-02 for standard notes.
4. The cost of R11-2 and R11-4 shall be included in the
cost of the road closure sign assembly.
5. Type B construction warning lights shall be used with
all signs located on barricades. Type A construction
warning lights shall be used on all other construction
signs.
DETOUR DETOUR DETOUR
A B C D
END
DETOUR
M3-2S TO M3-3S
XM4-8
M4-1 OR M1-6
XM4-8
M4-1 OR M1-6
XM4-8
XM4-8a
M5-1(R OR L)S M6-1 (R OR L)S M1-4 TO M1-6 M1-4 OR M1-8
M6-3S
1 1 11
LEGEND
AHEAD
CLOSED
ROAD
XW20-3XW20-2
DETOUR
AHEAD
ROAD
CLOSED
R11-4
ROAD CLOSURE SIGN ASSEMBLY W/ TYPE III-A BARRICADE (24 LFT.) AND
R11-2 SIGN
2
CONSTRUCTION SIGN SCHEDULE
DESCRIPTION SIZE (IN) TYPE
"ROAD CLOSED" SIGN 48 x 30 (1) 2
SIGN. NO. EST. QTY.
R11-2
XW20-2
Detour Route Marker Assemblies: 37 Req'd
Road Closure Sign Assemblies: 4 Req'd
Type III-A Barricades: 48 Lft.
Type III-B Barricades: 24 Lft.
(1) Included with road closure sign assembly.
"ROAD CLOSED AHEAD" SIGN
"DETOUR AHEAD" SIGN
48 x 48
48 x 48
A
A
4
XW20-3
TOTAL TYPE
"A" SIGNS
10
16
ROAD CLOSURE SIGN ASSEMBLY W/ TYPE III-B BARRICADE (12 LFT.) AND
R11-4 SIGN WITH XM4-10 (L OR R)
1
ROAD CLOSED
TO
THRU TRAFFIC
R11-2
CONSTRUCTION ZONE
DETOUR ROUTE
"ROAD CLOSED TO THRU TRAFFIC" SIGN 60 x 30 (1) 2R11-4
XM4-10(L OR R)
"DETOUR" SIGN
48 x 18
(1) 2
INDIANA
14
INDIANA
14
INDIANA
14
INDIANA
14
ELECTRONIC
Des No. 1700076
Des No. 1701492Des No. 1700124
Sawcut 7" into Existing
Paved Roadway
Const. Limits
BM
+53.0, 19.6 BM
250 IN
DO
T BM
D
ISK L0078
+28.2, 28.2 15" RCP
+90.2, 35.9 PO
ST 8"
+28.0, 17.5 M
ILE M
ARKER 2+
27
+24.1, 19.7 SIG
N N
ARRO
W BRID
GE
+51.4, 20.0 SIG
N N
ARRO
W BRID
GE
+27.0, 18.6 SIG
N N
ARRO
W BRID
GE
+00.5, 18.5 SIG
N N
ARRO
W BRID
GE
+99.8, 16.9 PAIN
TED
U
/G
ELEC. CLEAR
+00.02, 0.00 FN
D. IRO
N RO
D IN
M
ON
BO
X - PAIN
TED
248+
00.02
NEIBERT, JOYCE A.NEIBERT, JOYCE A.
BATH, KENNETH L., SUBJECT TO LIFEESTATE IN VIRGINIA C. BATH
BATH, KENNETH L., SUBJECT TOLIFE ESTATE IN VIRGINIA C. BATH
BM #250
E
x. 1
2
" S
to
rm
G
a
f
f
D
i
t
c
h
(Asphalt Over Concrete)
(Asphalt Over Concrete)
(Field)
(Field)
(Field)
(Field)
(Field)
(Field)
(Field)
(Field)
(Grass)(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Asphalt)
(Asphalt)
(Grass)
SR 14
SEC. 25, T30N, R9W
MCCLELLAN TWP.
NEWTON CO.
SEC. 36, T30N, R9W
MCCLELLAN TWP.
NEWTON CO.
241+
00
242+
00
243+
00
244+
00
245+
00
246+
00
247+
00
248+
00
249+
00
250+
00
N 89°57'14" E N 89°55'47" E
2'
13'
13'
7'
12'
12'
7'
2'
13'
13'
2'
7'
12'
12'
7'
Line "A"
SR 14
C
o
n
s
t
.
L
i
m
i
t
s
Const. Limits
50' R/W
100' R/W
50' R/W
50' R/W
50' R/W
115' R/W
J
M R
J
K M R
J
J
J
J
Proposed Ditch Centerline
Proposed Ditch Centerline
Proposed Ditch
Centerline
2'
Sawcut 7" into Existing
Paved Roadway
CP7006
P.I. = 248+00.02 Line "A"
(No Curve)
Delta = 0°01'27" Lt.
6'
13'
13'
6'
6'
13'
13'
6'
Sawcut 7" into Existing
Paved Roadway
Sawcut 7" into Existing
Paved Roadway
Const. Limits
+83.39
+83.39
20'
20'
Existing Concrete Pavement
To Be Removed
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
A
p
p
.
PL
Monument Type B Req'd.
Monument Type B Req'd.
R
9
"
+00, Rt. STR No. 11
Type E-7 Catch Basin
42 lft of 12" Type 2 Pipe
+00, Lt. STR No. 12
Type E-7 Catch Basin
59 lft of 12" Type 2 Pipe
+57, Lt. STR No. 13
Type E-7 Catch Basin
54 lft of 12" Type 2 Pipe
O
O
O
O
+99, Rt. STR No. 14
Type E-7 Catch Basin
51 lft of 12" Type 2 Pipe
+52, Rt. STR No. 15
Type E-7 Catch Basin
57 lft of 12" Type 2 Pipe
+52, Lt. STR No. 16
Type E-7 Catch Basin
42 lft of 12" Type 2 Pipe
+87, Lt. STR No. 18
35 lft of 15" Type 3 Pipe
2 End Sections Req'd
+65, Rt. STR No. 17
35 lft of 15" Type 3 Pipe
2 End Sections Req'd
C Structure
Sta. 245+75.98 Line "A"
Skew: 28° Rt.
Begin Incidental Construction
P.O.T. 244+00.00 "A"
Begin Project
P.O.T. 244+75.00 "A"
End Project
P.O.T. 247+00.00 "A"
End Incidental Construction
P.O.T. 247+75.00 "A"
+75.00
50.00'
+85.00
100.00'
+75.00
50.00'
+40.00
50.00'
+65.00
115.00'
+60.00
100.00'
+00.00
50.00'
+00.00
50.00'
+85.00
115.00'
+75.00
R/W
+75.00
R/W
+00.00
R/W
+00.00
R/W
+86.79 Class V Dr.
W = 24'
+29.07 Class V Dr.
W = 24'
+65.17 Class V Dr.
W =24'
+22.88 Class V Dr.
W = 24'
+95.00
50.00'
+10.00
50.00'
+55.00
50.00'
L
Proposed
Ditch Centerline
640
650
660
670
680
690
700
710
640
650
660
670
680
690
700
710
+0.65%
-0.49%
P.V.I. Sta. = 246+13.02
Elev. = 669.31
V.C. = 165.00'
666.5
666.8
667.0
667.3
667.7
667.9
668.0
668.2
668.6
668.7
668.8
669.0
668.9
668.8
668.8
668.6
668.4
668.3
668.3
668.57
668.89
669.06
669.06
668.89
241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
Begin Project
Sta. = 244+75.00
Elev. = 668.41
Begin Incidental Construction
Sta. = 244+00.00
Elev. = 667.99
End Project
Sta. = 247+00.00
Elev. = 668.89
End Incidental Construction
Sta. = 247+75.00
Elev. = 668.83
Existing Profile Grade
Proposed Profile Line "A"
Guardrail, Terminal System,
W-Beam, Curved, 1 Lt.
93'-9" Guardrail, MGS W-Beam 6'-3" Spacing Lt.
w/ 5 Top-Mounted Posts
Guardrail, Terminal System,
W-Beam, Curved, 1 Lt.
93'-9" Guardrail, MGS W-Beam 6'-3" Spacing Rt.
w/ 5 Top-Mounted Posts
+00.26
+94.01
+51.70
+57.95
Mill and Resurface Mill and Resurface
Full Depth Pavement
Incidental
Construction
Project Limits
Incidental
Construction
-1.22%
+0.50%
241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
-0.40%
+1.07%
241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+00
+00.00
665.90'
+50.00
666.00'
+00.00
665.50'
+75.00
667.34'
+00.00
666.60'
+00.00
665.38'
+50.00
666.29'
+75.00
666.91'
Proposed Ditch, Rt.
(Plotted 10' Below Datum)
Proposed Ditch, Rt.
(Plotted 10' Below Datum)
Proposed Ditch, Lt.
(Plotted 10' Above Datum)
Proposed Ditch, Lt.
(Plotted 10' Above Datum)
+75.00
+00.00
+75.00
+00.00
Guardrail, Terminal System,
W-Beam, Curved, 1 Rt.
Guardrail, Terminal System,
W-Beam, Curved, 1 Rt.
Inv=663.21
Inv=663.00
Rim=666.50
Inv=663.50
Inv=663.77
Inv=666.21
Inv=666.59
Inv=663.80
Inv=664.29
Inv=664.66
Rim=666.67
Inv=664.00
STR 11
STR 12
STR 13
STR 14STR 15
STR 16
42 lft @ 0.50%
54 lft @ 0.50%
51 lft @ 0.50%
42 lft @ 0.50%
15' lft of Rip-Rap
Lined Ditch
15' lft of Rip-Rap
Lined Ditch
47' lft of Sodded Ditch
70' lft of Sodded Ditch
Inv=665.59Inv=666.00
PLAN AND PROFILE
LINE "A"
1" = 30'
1700076
1700076B-40608
014-56-10319
6
1" = 10'
17ELECTRONIC
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:33pm
U
ser N
am
e: BStutzm
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File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Plan and Profile.dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of
--/--/--
MDVBSS
BKA BKA
All R/W and Topography described from Line "A" unless otherwise noted.
See Sheet 2 for utility owners and control point information.
Line "A" to be constructed.
R QC/QA-HMA, 3, 70, Surface, 9.5mm
J Pavement Design Will Be Determined After Completion
Of Geotechnical Report
K Pavement Design Will Be Determined After Completion
Of Geotechnical Report
M
Milling, Asphalt, 1
1
2
"
O Compacted Aggregate, No. 53
BM250
INDOT bench mark disk L0078 in the NW corner of the
existing bridge structure.
Sta. 245+52.9, Line "A", 19.58' Lt.
Elev. = 668.18'
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
243+
00
244+
00
245+
00
246+
00
247+
00
248+
00
NEIBERT, JOYCE A.NEIBERT, JOYCE A.
BATH, KENNETH L., SUBJECT TO LIFEESTATE IN VIRGINIA C. BATH
BATH, KENNETH L., SUBJECT TOLIFE ESTATE IN VIRGINIA C. BATH
6
5
5
6
6
0
6
6
5
655
6
6
0
6
6
5
6
5
5
6
5
5
6
6
06
6
0
6
6
5
6
6
5
6
7
0
6
7
0
6
7
0
E
x. 1
2
" S
to
rm
(Asphalt over Concrete)
(Asphalt over Concrete)
(Field)
(Field)
(Field)
(Field)
(Field)
(Field)
(Grass)
(Grass)
(Grass)
(Grass)
SR 14
SEC. 25, T30N, R9W
MCCLELLAN TWP. NEWTON CO.
SEC. 36, T30N, R9W
MCCLELLAN TWP., NEWTON CO.
___ Tons Revetment Riprap
on ___ sys Geotextiles for
Riprap, Type ___
CP7006
P.I. 248+00.02 Line "A"
(No Curve)
Delta = 0°01'27" Left
BM250
___ Tons Revetment Riprap
on ___ sys Geotextiles for
Riprap, Type ___
Const. Limits
Const. Lim
its
Const. Lim
its
+95.00
50.00'
+85.00
100.00'
+85.00
115.00'
+40.00
50.00'
+10.00
50.00'
+60.00
100.00'
+55.00
50.00'
+65.00
115.00'
App. Sec. Line
N 89°57'14" E Line "A" N 89°55'47" E Line "A"SR 14
Begin Project
Sta. 244+75.00 Line "A"
Monument Type B Req'd.
End Project
Sta. 247+00.00 Line "A"
Monument Type B Req'd.
End Incidental Construction
Sta. 248+80.00 Line "A"
Structure
Sta. 245+75.98 Line "A"
Skew: 28° Rt.
G
a
f
f
D
i
t
c
h
50' R/W
100' R/W
50' R/W
50' R/W
50' R/W
115' R/W
Const. Lim
its
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
A
p
p
.
PL
Existing Concrete Pavement
To Be Removed
+22.88 Class V Dr.
W = 24'
+86.79 Class V Dr.
W = 24'
+75.00
R/W
+75.00
50.00'
+75.00
R/W
+75.00
50.00'
+00.00
R/W
+00.00
50.00'
+00.00
R/W
+00.00
50.00'
667.7
667.9
668.0
668.2
668.6
668.7
668.8
669.0
668.9
668.8
668.8
668.6
668.4
668.57
668.89
669.06
669.06
668.89
243+00 244+00 245+00 246+00 247+00 248+00 249+00
+0.65%
-0.49%
P.V.I. Sta. = 246+13.02
Elev. = 669.31
V.C. = 165.00'
STA =
244+
75.00
ELEV =
668.41
STA =
247+
00.00
ELEV =
668.89
Structure
Limits
+11.45
+40.51
Q100 El. 662.10
Revetment Riprap on
Geotextiles for Riprap,
Type, ___ (Typ.)
Limits of Structure
Backfill, Type 5 (Typ.)
Flowline El. 654.44
Low Structure
El. 665.78
Limits of Structure
Backfill, Type 2 (Typ.)
Slope 1:4 (Typ.)
Existing Ground
Proposed Profile,
Line "A"
+0.50%
-0.40%
+1.0
7%
+00.00
666.18'
+0.50%
+50.00
665.93'
+31.00
666.20'
+50.00
666.79'
+50.00
666.99'
+00.00
665.98'
+20.00
665.38'
+00.00
666.76'
Ord. High Water El. 656.10
640
650
660
670
680
690
240+00
LAYOUT
1" = 30'
1700076
1700076B-40608
014-56-10319
7
1" - 10'
17ELECTRONIC
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:34pm
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File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Layout.dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of
All R/W and existing topography described from Line "A" unless otherwise noted.
See Sheet 2 for utility owners and control point information.
Line "A" to be constructed.
--/--/--
HYDRAULIC SCOUR DATA
HYDRAULIC DATA
Drainage Area
Q100 Discharge
Q100 Elevation
Q100 Backwater
Q100 Velocity
Proposed Waterway Opening, Below Q100
Low Structure Elevation
Skew
Existing Waterway Opening
Existing Low Structure Elevation
Existing Backwater
0.88 SQ. MI.
130.00 CFT./SEC.
662.10 M.S.L.
0.01 FT.
0.91 FT./SEC.
143.63 SFT.
665.78 M.S.L.
28°00'00"
128.33 SFT.
665.78 M.S.L.
0.01 FT.
Q100 Discharge
Q100 Elevation
Q100 Scour Velocity
Q100 Contraction Scour Depth
Q100 Total Scour Depth
Q100 Low Scour Elevation
Q500 Discharge
Q500 Elevation
Q500 Scour Velocity
Q500 Contraction Scour Depth
Q500 Total Scour Depth
Q500 Low Scour Elevation
130.00 CFT./SEC.
662.10 M.S.L.
1.07 FT./SEC.
0.00 FT.
0.00 FT.
654.44 M.S.L.
169.00 CFT./SEC.
662.94 M.S.L.
1.77 FT./SEC.
0.00 FT.
0.00 FT.
654.44 M.S.L.
FILL __ cys
FILL + 15% __ cys
COMMON EXCAVATION __ cys
USABLE WATERWAY EXCAVATION __ cys
BORROW __ cys
TOTAL WATERWAY EXCAVATION __ cys
EXCAVATION FOUNDATION UNCLASSIFIED __ cys
BENCHING __ cys
No direct payment for Benching. Benching will not be paid for as
Common Excavation.
EARTHWORK TABULATION
EXISTING STRUCTURE
The existing structure, 014-56-03655, is a single span reinforced concrete
filled arch bridge built in 1946 with a 25 ft. span and 37 ft. clear roadway.
Existing structure to be removed.
DJGEJG
ACS EJG
1. See Plan and Profile Sheet for approach work, incidental
construction and addition details.
2. M.S.L = Mean Sea Level.
3. See Sheet 2 for utility owners and control point information.
NOTES
BM250
INDOT bench mark disk L0078 in the NW corner of the
existing bridge structure.
Sta. 245+52.9, Line "A", 19.58' Lt.
Elev. = 668.18'
690
680
670
660
650
640
PRECAST REINFORCED CONCRETE
THREE-SIDED STRUCTURE
SPAN: 24'-0"; RISE: 13'-6"
SPAN: 27' 2 1/8" ALONG C ROADWAY
38'-0" CLEAR ROADWAY; 28° SKEW RT.
SR 14 OVER GAFF DITCH
NEWTON COUNTY
L
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
75' Drainage Easement From top of Bank
1'-6" Sump
Profile
Grade
Top of Footing
El. 652.44 (Typ.)
Flowline El. 654.44
Low Structure El. 665.78
Top of Headwall
El. 669.78 (Typ.)
38'-0" 38'-0"
76'-0"
1'-0" (Typ.)
2%**
12'-0"**
Travel Lane
7'-0"**
Shoulder
Roadway
& Line "A"
4%**
4%**
2%**
12'-0"**
Travel Lane
7'-0"**
Shoulder
4%**
4%**
Existing Ground
Low
Structure
El. 665.78
Q100
El. 662.10
Structure
(Symmetrical About )
12'-0" 12'-0"
24'-0" Clear Span
13'-6" Rise
1'-6" Sump
Depth
2
1
2
1
Revetment Riprap
Over Geotextile for
Riprap, Type _ (Typ.)
6'-0" (Typ.)
Flowline
El. 654.44
2
11
Base of Leg El. 652.28
Top of Footing
El. 652.44
2
Ord. High Water
El. 656.10
12'-0"
Lane
12'-0"
Lane
G
a
f
f
D
i
t
c
h
SR 14
B
B
32'-0"
3
5
'
-
0
"
35'-0"
7
8
'
-
0
"
7'-0"
Shoulder
7'-0"
Shoulder
1
2
'
-
0
"
1
2
'
-
0
"
2
4
'
-
0
"
C
l
e
a
r
S
p
a
n
N 89°57'14" E Line "A"
App. Sec. Line
Benchmark Tablet Required
3
2
'
-
0
"
WING C
W
I
N
G
B
WING A
W
I
N
G
D
60°0'0"
6
0
°
0
'
0
"
60°0'0"
6
0
°
0
'
0
"
3
9
'
-
0
"
3
9
'
-
0
"
Profile
Grade
12'-0"
Travel Lane
67'-1 3/8"
Roadway
& Line "A"
7'-0"
Shoulder
Varies
8'-6 3/8" to 19'-7"
Varies 27'-6 3/8" to 39'-7"
12'-0"
Travel Lane
1'-1 5/8" (Typ.)
7'-0"
Shoulder
Varies
19'-7" to 8'-6 3/8"
Varies 39'-7" to 27'-6 3/8"
1'-6" Sump
Top of Footing
El. 652.44 (Typ.)
Flowline El. 654.44
Low Structure El. 665.78
Top of Headwall
El. 669.78 (Typ.)
Existing Ground
2%
4%
2%
4%
4% 4%
GENERAL PLAN
As Noted
1700076
1700076B-40608
014-56-10319
8
As Noted
17ELECTRONIC
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:34pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\G
eneral Plan (2).dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of
--/--/--
Structure
Sta. 245+75.98 Line "A"
P.G. El. 669.00
DJGEJG
ACS EJG
DESIGN DATA
Live Load
Designed for HL-93 loading, in accordance with the AASHTO
LRFD Bridge Design Specifications, Eighth Edition, 2017 and
its subsequent interims.
Dead Load
Actual weight plus 35 PSF for future wearing surface.
NOTES
1. An alternate flat top, precast, reinforced concrete,
three-sided structure with a 24'-0" perpendicular span
and a 13'-6" rise may be substituted for the structure
shown.
2. A true-arch structure will not be permitted at this
location.
3. Contractor shall verify the existing flowline elevation to
set the appropriate sump depth.
ELEVATION
Scale: 3/16" = 1'-0"
PLAN
Scale: 3/32" = 1'-0"
SECTION B - B
Scale: 1/8" = 1'-0"
** Indicates Perpendicular to Line "A"
Skew: 28° Rt.
PRECAST REINFORCED CONCRETE
THREE-SIDED STRUCTURE
SPAN: 24'-0"; RISE: 13'-6"
SPAN: 27' 2 1/8" ALONG C ROADWAY
38'-0" CLEAR ROADWAY; 28° SKEW RT.
SR 14 OVER GAFF DITCH
NEWTON COUNTY
245+
00
245+
50
246+
50
246+
00
L
TYPICAL SECTION
Scale: 1/8" = 1'-0"
Structure
Backfill,
Type 5
1
'-
6
"
Earth Backfill
0'-4" ±
1
1
Top of Footing
El. 652.44
T
o
p
s
o
il
a
n
d
S
e
e
d
1'-6"
A
B
C
El. E
El. D
Location
Dimension A
Wing A Wing B Wing C Wing D
Dimension B
Dimension C
Elevation D
Elevation E
Area (SFT)
Total (SFT)___
WINGWALL TABLE
___
Resistance Factor (∅b)
Nominal Bearing Capacity (Qn)
Factored Bearing Resistance (Qr)
Angle of Friction of Backfill Material
Friction Factor (Tan ) of the Foundation Soil
Angle of Internal Friction of the Foundaion Soil (∅)
SOIL PARAMETERS FOR WINGWALL DESIGN
Ultimate Cohesion of Foundation Soil (c)
Ultimate Adhesion Between Foundation Soil
and Poured Concrete Footing (Ca)
--
-- ksf
-- ksf
--°
--
--°
--- psf
-- psf
___ ___ ___
___ ___ ___ ___
___ ___ ___ ___
669.78 669.78 669.78 669.78
___ ___ ___ ___
___ ___ ___ ___
Bottom of wall
El. 652.28
13'-6" Rise
24'-0" Clear Span
1'-6" Sump
Flowline El. 654.44
Low Structure
El. 665.78
Structure Backfill,
Type 5
Structure Backfill,
Type 2
1
4
BACKFILL DETAIL
Scale: 3/16" = 1'-0"
Structure Backfill,
Type 5
Structure Backfill,
Type 2
1
4
1'-6"1'-6"
Proposed Pavement
Top of Subgrade
Bottom of Subgrade
Bottom of Subgrade
GENERAL PLAN
As Noted
1700076
1700076B-40608
014-56-10319
9
As Noted
17ELECTRONIC
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:34pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\G
eneral Plan (2).dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of
--/--/--
DJGEJG
ACS EJG
TYPICAL WING SECTION
Scale: 1/4" = 1'-0"
WINGWALL DETAIL
Scale: 1/4" = 1'-0"
PRECAST REINFORCED CONCRETE
THREE-SIDED STRUCTURE
SPAN: 24'-0"; RISE: 13'-6"
SPAN: 27' 2 1/8" ALONG C ROADWAY
38'-0" CLEAR ROADWAY; 28° SKEW RT.
SR 14 OVER GAFF DITCH
NEWTON COUNTY
L
BRIDGE SUMMARY
N/A
DJGEJG
ACS EJG
1700076
1700076B-40608
014-56-10319
10
N/A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:35pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\M
iscD
wgs\Bridge Sum
mary.dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of17ELECTRONIC
--/--/--
ROAD SUMMARY
N/A
BSSBSS
BKA BKA
1700076
1700076B-40608
014-56-10319
11
N/A
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
Date: Feb 24, 2020, 1:35pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\M
iscD
wgs\Road Sum
mary.dw
g
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
VERTICAL SCALE
of17ELECTRONIC
--/--/--
244+00
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
244+50
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
243+75
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
667.99
668.0
668.17
668.2
AC
15.9
VC
7.4
AF
0.0
VF
0.0
AC
35.0
VC
47.1
AF
0.0
VF
0.0
667.9
Begin Incidental Construction
Sta. 244+00 Line "A"
Proposed R/W
AC
0.0
VC
0.0
AF
0.0
VF
0.0
Proposed R/W
Proposed R/W
Proposed R/W
Proposed R/W
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1712
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC
245+00
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
244+75
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
244+65.17
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
668.41
668.4
668.57
668.6
AC
59.3
VC
18.1
AF
0.9
VF
0.2
AC
88.8
VC
68.6
AF
0.0
VF
0.4
Begin Project
Sta. 244+75.00 Line "A"
Proposed R/W
Proposed R/W
STR 12 STR 11
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1713
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
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File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC
245+50
655
660
670
680
655
660
670
680
00-10-20-30-40-50-60-70
246+00
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700
245+22.88
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
668.89
668.7
669.06
668.8
AC
13.3
VC
2.5
AF
3.9
VF
7.9
AC
42.5
VC
22.3
AF
4.0
VF
21.7
STR 13
STR 14
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1714
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC
246+50
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
246+29.07
655
660
670
680
690
655
660
670
680
690
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
669.06
669.0
AC
77.5
VC
33.3
AF
0.0
VF
0.0
Proposed R/W
STR 16
STR 15
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1715
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC
246+86.79
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
247+00
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
247+50
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
668.89
668.9
668.80
668.8
AC
47.5
VC
22.1
AF
0.0
VF
0.0
AC
13.9
VC
56.9
AF
0.0
VF
0.0
Proposed R/W
Proposed R/W
Proposed R/W
Proposed R/W
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1716
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC
248+00
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
247+75
655
660
670
680
655
660
670
680
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
668.8
AC
0.0
VC
5.5
AF
0.0
VF
0.1
668.70
668.8
AC
12.0
VC
12.0
AF
0.1
VF
0.1
End Incidental Construction
Sta. 248+80 Line "A"
Proposed R/W
Proposed R/W
Proposed R/W
Proposed R/W
CROSS SECTIONS
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEET
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
INDIANA
DEPARTMENT OF TRANSPORTATION
--/--/--
MDVMDV
BKA BKA
1" = 5'
1700076
1700076B-40608
014-56-10319
1717
Date: Feb 24, 2020, 1:36pm
U
ser N
am
e: BStutzm
an
File: S:\_2017\217-0372\_D
BD
\Bridge\CAD
\Plans\Section Sheet - (2).dw
g
VERTICAL SCALE
1" = 5'
ELECTRONIC