HomeMy WebLinkAboutLong Term Occupancy Permit - Selge Construction Co., Inc.
ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT JORDAN V. GATHERS MURRAY L. MILLER
1316 COUNTY-CITY BUILDING
227 W. JEFFERSON BOULEVARD
SOUTH BEND, INDIANA 46601-1830
PHONE 574/ 235-9251
FAX 574/ 235-9171
CITY OF SOUTH BEND JAMES MUELLER, MAYOR
BOARD OF PUBLIC WORKS
June 13, 2023
Mr. Robert Kuhns
Selge Construction Co., Inc.
2833 South 11TH St.
Niles, MI 49120
aswinehart@selgeconstruction.com
RE: Long Term Occupancy Permit – W. North Shore Dr., W. Angela Blvd., Iroquois St.
Dear Mr. Kuhns:
At its June 13, 2023 meeting, the Board of Public Works approved the Long-Term
Occupancy Permit for constructing a concrete bike trail along the old Coal Line Railroad from
North Shore Dr., equipment will be stored within R/W for duration of project. This permit will
be valid from March 13, 2023 to November 30, 2023.
If you have any further questions regarding this matter, please call this office at (574)
235-9254.
Sincerely,
/s/ Theresa Heffner
Theresa Heffner, Clerk
Enclosures
TH/lh
Application and Permit
Long Term Occupancy of City Right-of-Way
Applicant: _______________________________________________________ Date: _________________
Applicant Address: ________________________________________________________________________
Project Site Address: _______________________________________________________________________
Note: Occupancy limited to street(s) immediately in front of construction site.
Nature and extent of Occupancy (e.g.: proposed construction activities, equipment proposed
to occupy public right-of-way, construction deliveries, etc.):
____________________________________________________________________________________
____________________________________________________________________________________
Duration of Occupancy: ___________________________________________
Signature of Applicant: _____________________________________________
THE TERMS AND PROVISIONS OF CHAPTER 6, ARTICLE 5 and CHAPTER 18, ARTICLE 7, Sec 18-62 OF THE
SOUTH BEND MUNICIPAL CODE ARE INCORPORATED HEREIN IN THEIR ENTIRETY. FAILURE TO COMPLY
WITH THESE PROVISIONS SHALL RESULT IN CANCELLATON OF THIS PERMIT.
THIS PERMIT SHALL BE CONDITIONED UPON THE EXECUTION AND FILING WITH THE BOARD OF PUBLIC
WORKS OF A BOND IN AN AMOUNT APPROVED BY THE BOARD OF PUBLIC WORKS, CONDITIONED TO
INDEMNIFY, SAVE AND KEEP HARMLESS THE CITY OF SOUTH BEND, INDIANA, FROM ANY AND ALL LOSS,
EXPENSE, COST OR LIABILITY OF ANY KINDS WHATSOEVER WHICH THE CITY MAY SUFFER OR BE PUT TO
FROM OR BY REASON OF ANY ACT OR THING DONE OR NEGLECT TO BE DONE, OR BY VIRTUE OF THE
AUTHORITY GIVEN IN SUCH PERMIT.
TO BE COMPLETED BY CITY STAFF ONLY:
Bond/Fee Amount: $ _____________ Date Bond/Fee Filed: ___________________
Compliance with CH 6, ART 5 and CH18, ART 7, Sec 18-62 of the South Bend Municipal Code
Fee Paid
Date Issued: ___________________Issued By: __________________________________________
BOARD OF PUBLIC WORKS
City of South Bend/Public Works
227 W. Jefferson Blvd
South Bend, IN 46601
V 2.1 [1.15.21]June 13, 2023
Scale 1" = 1,000'
PROJECT DESIGNATION
CONTRACT BRIDGE FILE
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2022
TO BE USED WITH THESE PLANS
INDIANA DEPARTMENT
OF TRANSPORTATION
SHARED USE PATH PLANS
Trail Length (PII):
Net Length:
Maximum Grade:
0.538MI.
0.538MI.
5.60 %
PROJECT LOCATION MAP
CITY OF SOUTH BEND
THE SCOPE OF THE PROJECT IS THE EXPANSION OF AN URBAN TRAIL ALONG AN ABANDONED RAILROAD CORRIDOR.
PHASE II – NORTHSHORE DRIVE TO EAST BANK TRAIL (APPROX. 3,500’)
THIS PROJECT IS LOCATED IN SECTIONS 35 AND 36, TOWNSHIP 38 NORTH, RANGE 2 EAST, & IN SECTIONS 1 & 2,
TOWNSHIP 37 NORTH, RANGE 2 EAST, , PORTAGE TOWNSHIP, CITY OF SOUTH BEND, ST. JOSEPH COUNTY, INDIANA.
T 38 N
T 37 N
P.O.T. 42+42.15 "PR-CLT 2"
End Project 1401811
WILBER ST.DIAMOND AVE.W.ANGELA BLVD.
LIN
C
O
L
N
W
A
Y
W
.
P
O
R
T
A
G
E
A
V
E
.N. MICHIGAN ST.363534
12
T 38 N
T 37 N
86°15'47" WLATITUDE:41°41'38" N LONGITUDE:
PROJECT LOCATION SHOWN BY
3
PHASE IIRIVERSIDE DR.P.O.T.14+01.40 "PR-CLT 2"
Begin Project 1401811
PROJECT NO. 1401811 (PHASE II) P.E., R/W
14 Digit HUC: 04050001240040
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Title Sheet.dwg Plot Date: 3/1/2022 Plotted By: Hunter WhittenINDIANA DEPARTMENT OF TRANSPORTATION DATE
PHONE NUMBER
FOR LETTING:
APPROVED
CERTIFIED BY:
PREPARED BY:
PLANS
8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED SHEETS
of
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOK
N/A
1401811
-
R-38065-C
1 47
1401811R-38065-C1401811
R-38065-C
1401811
DATE
N/A
8/1/2022
SHEET NO. DESCRIPTION
1 TITLE SHEET
2 INDEX & GENERAL NOTES
3 TYPICAL SECTIONS & MISCELLANEOUS DETAILS
4-5 SURVEY CONTROL, REFERENCE TIES & BENCHMARK SUMMARY
6-8 MAINTENANCE OF TRAFFIC PLANS
9-14 PLAN & PROFILE - LINE "CLT-2"
15-19 GRADING DETAILS
20 LAYOUT PLAN ENLARGMENTS
21 SITE DETAILS
22-23 SIGN DETAILS
24-28 LANDSCAPE PLAN
29 MSE WALL DETAILS
30-33 LIGHTING PLANS
34 APPROACH TABLE & STRUCTURE DATA TABLE
35-47 CROSS SECTIONS - LINE "CLT-2"
SHEET NO.DATE REVISION
SHEET NO.DESCRIPTION
9 - 14 Additional information on AEP's underground duct bank can be found on their work plan
UTILITIES
REVISIONS
INDEXGENERAL NOTES
Gas
Telephone
Water
Sewer
Fiber Optic Telecommunications
Telecommunications
NIPSCO
801 East 86th Ave
Merrillville, Indiana 46410
Phone: (574) 284-2214
Cell: (574) 220-3804
pmgriffin@nisource.com
Phil Griffin
AT & T
307 S. Main St.
South Bend, Indiana 46601-2205
Phone: (574) 257-8380
db2741att.com
Dennis Bunch
City of South Bend - Sanitary Sewer
1316 County-City Building
South Bend, Indiana 46601
Phone: (574) 235-9254
dhanson@southbendin.gov
Donna Hanson
South Bend Water Works
915 S. Olive
South Bend, Indiana 46601
Phone: (574) 245-6108
eherman@southbendin.gov
Ed Herman
St. Joseph Valley Metronet
130 S. Main St., Suite 275
South Bend, Indiana 46601
Phone: (574) 968-5342
bhudson@metronetzing.org
Ben Hudson
Comcast North
1920 McKinley Ave.
Mishawaka, Indiana 46545
Phone: (847) 789-1039 Ext. 71039
jay-castello@cable.comcast.com
Jay Castello
Electric AEP Distribution
2929 West Lathrop Street
South Bend, Indiana 46628
Phone: (574) 236-1653
rjstrasburg@aep.com
Bob Strasburg
North Shore Club
1600 Wildflower Way
South Bend, IN 46617
Phone: (574) 289-3780
northshoreclub@sbcglobal.net
Gini Stipp
Notre Dame University
100 Facilities Building
Notre Dame, IN 46556
Phone: (574) 631-0142
kempf.2@nd.edu
Paul Kempf
Notre Dame University
100 Facilities Building
Notre Dame, IN 46556
Phone: (574) 631-0142
kempf.2@nd.edu
Paul Kempf
Notre Dame University
100 Facilities Building
Notre Dame, IN 46556
Phone: (574) 631-0142
kempf.2@nd.edu
Paul Kempf
Notre Dame University
100 Facilities Building
Notre Dame, IN 46556
Phone: (574) 631-0142
kempf.2@nd.edu
Paul Kempf
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Index & General Notes.dwg Plot Date: 3/1/2022 Plotted By: Hunter WhittenDESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
N/A
N/A
N/A
1401811
-
R-38065-C
2 47
1401811
INDEX & GENERAL NOTES
INDIANA
DEPARTMENT OF TRANSPORTATION8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
F1
1.5%
Line "PR-CLT 2"
5'-0"2'-0"5'-0"
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 2"
From 38+77.20 To 40+42.00 "PR-CLT 2"
Existing Ground
℄
Varies
Existing Curb and Gutter6:1
6:1
2'-0"
Existing Ground
LEGEND
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
Compacted Aggregate, No. 53
Nursery Sodding
F1
26
0
Seeding27
F1
1.5%
Line "PR-CLT 2"
5'-0"2'-0"5'-0"
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 2"
From 40+42.00 To 42+42.15 "PR-CLT 2"
Varies
6:1
Existing Ground
Existing Ground
Existing Roadway
3:1
3:1
27
27
26
Existing Ground
Existing Ground
F1
1.5%
3:1
3:1
Line "PR-CLT 2"
6'-0"2'-0"6'-0"2'-0"Varies
Profile Grade
Subgrade Treatment Type III
TYPICAL SECTION - LINE "PR-CLT 2"
From 14+01.40 To 36+49.20 "PR-CLT 2"
Varies
6:16:1
27
27
℄
℄
11'-0"11'-0"11'-0"11'-0"11'-0"2'-0"
Ex. Curb
and Ground
1'-6"
5'-0" Min
3:1
27
10' Clearing
10' Clearing
10' Clearing
Sidewalk Concrete, 5"F
3"
8"
5"1'-3"Ex. Pvmt.4"2"
2"
CONCRETE CURB, TYPE B
NOT TO SCALE
F1
1.5%
Line "PR-CLT 2"
5'-0"2'-0"5'-0"
Profile Grade
Subgrade Treatment Type III
MODULAR-BLOCK-WALL TYPICAL SECTION
From 36+49.20 To 38+77.20 "PR-CLT 2"
Existing Ground
℄
Varies
Existing Curb and Gutter6:1
2'-0"
Existing Ground
Modular-Block-Wall
Drainage Aggregate
Leveling Pad
Existing Curb and Gutter
Benching as necessary
15 Combination Curb and Gutter, Type B
(City of South Bend)
Existing Ground
Existing Ground
3:1
3:1
27
27
1 1
1 Station 34+68.6 Equals 6.0 feet,
From Station 34+68.6 to 35+25.7 Varies 6.0 feet to 5.0 feet
Station 35+35.7 Equals 5.0 feet
File Name: P:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Typical Sections.dwg Plot Date: 7/29/2022 Plotted By: Andy Allison8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
2 1/2" x 2 1/2" x 1/4"
Steel Posts With Caps
Finished Surface
3/4" x 3/4"
Steel Bars
Max. Post Spacing
6'-0"
1 3/4" Sch. 40
Pipe (Rails)
ELEVATION - TYPICAL RAILING PANEL
16 Spa. @ 4 1/2 = 6'-0"
Notes:
1.Ornamental Trail Railing shall be powder coated in accordance with
ASTM D7803 and D3359.
2.The color of the powder coated ornamental railing shall be coordinated
with the Engineer.
3.Concrete Post Foundation shall be Class A Concrete (3500 PSI)
4.All final connection details shall be designed by railing fabricator.
ORNAMENTAL TRAIL RAILING
NOT TO SCALE CONCRETE FOUNDATION SECTION
Steel Bar Spacing
Encase Post In 1'-0"
Concrete Foundation
1'-0"6"3'-0"3" Min.4"4'-2"4'-6"3"DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
WRC WRC
NOT TO SCALE
NOT TO SCALE
N/A
1401811
-
R-38065-C
3 47
1401811
TYPICAL SECTIONS &
MISCELLANEOUS DETAILS
INDIANA
DEPARTMENT OF TRANSPORTATION
9+00 10+00 15+00 20+00
25+00
P.I. 25+21.47 "PR-CLT 2" =
O.P.O.T. 161+83.64 "A", 0.46' Rt.
P.I. 22+82.18 "PR-CLT 2" =
O.P.O.T. 159+40.60 "A", 21.00' Rt.
145+00
150+00 155+00
160+00
P.C. 24+86.00 "PR-CLT 2"=
O.P.O.T. 161+48.18 "A", 0.81' Lt.
P.C. 20+85.74 "PR-CLT 2"=
O.P.O.T. 157+47.21 "A", 3.08' Lt.
P.T. 24+71.84 "PR-CLT 2"=
O.P.O.T. 161+34.00 "A", 0.92' Lt.
P.T. 25+55.66 "PR-CLT 2"=
O.P.O.T. 162+24.07 "A", 18.06' Rt.
Line "PR-CLT 2" N 89°34'20" E Line "PR-CLT 2" N 89°25'03" E
N 63°
2
3'
3
2
"
E
CURVE DATA
P.I. Sta 22+82.18 Line "PR-CLT 2"
Delta = 26°01'31" Lt.
R = 850.00'
T = 196.44'
L = 386.09'
E = 22.40'
CURVE DATA
P.I. Sta 25+21.47 Line "PR-CLT 2"
Delta = 26°36'28" Rt.
R = 150.00'
T = 35.47'
L = 69.66'
E = 4.14'
P.I. 14+01.31 "PR-CLT 2"
Δ = 0°09'17" Lt.
No Curve Run
P.I. 14+01.31 "PR-CLT 2"=
O.P.O.T. 150+62.73 "A", 1.38' Lt.
P.O.T. 10+00.00 "PR-CLT 2"=
O.P.O.T. 146+61.42 "A", 0.95' Lt.
N 90°00'00" E
Line "A" N 89°42'09" E N 89°33'55" E Line "A" N 89°38'30" E Line "A" N 89°33'55" E
CURVE DATA
P.I. Sta 159+82.68 Line "A"
Delta = 31°37'57" Rt.
R = 875.00'
T = 247.87'
L = 483.08'
E = 34.43'
P.I. Sta. 159+82.68 "A"P.C. 157+34.81 "A"
P.T. 162+17.89 "A"
P.T. 141+40.49 "A"
PNT. #110 PNT. #111 PNT. #112
PNT. #113 PNT. #114
PNT. #115
PNT. #109
N 89°33'55" E
P.I. 144+84.24 "A"
Δ = 0°08'15" Lt.
No Curve Run
P.I. 150+77.07 "A"
Δ = 0°04'36" Lt.
No Curve Run
P.I. 147+03.06 "A"
Delta = 0°04'36" Rt.
No Curve RunCP 1
TBM 100
TBM 107TBM 106
P.I. 14+01.31 "PR-CLT 2" =
O.P.O.T. 150+62.73 "A", 1.38' Lt.
P.O.C. 24+98.56 "PR-CLT 2"=
P.O.C. 161+60.71 "A"
30+00
35+00
40+00
45+00
P.C. 35+25.74 "PR-CLT 2"=
O.P.O.T. 172+05.90 "A", 22.26' Lt.
P.C. 35+91.46 "PR-CLT 2"=
O.P.O.T. 172+71.16 "A", 29.24' Lt.
P.T. 35+62.95 "PR-CLT 2"=
O.P.O.T. 172+42.97 "A", 25.02' Lt.
P.T. 36+26.47 "PR-CLT 2"=
O.P.O.T. 173+06.03 "A", 31.98' Lt.
P.I. 35+44.38 "PR-CLT 2" =
O.P.O.T. 172+24.53 "A", 22.26' Lt.
P.I. 36+08.99 "PR-CLT 2" =
O.P.O.T. 172+88.50 "A", 31.83' Lt.
P.I. 40+67.34 "PR-CLT 2" =
O.P.O.T. 177+46.89 "A", 35.74' Lt.
P.I. 42+22.91 "PR-CLT 2" =
O.P.O.T. 179+01.48 "A", 18.06' Lt.
P.T. 40+79.56 "PR-CLT 2"=
O.P.O.T. 177+59.06 "A", 34.35' Lt.
P.T. 42+34.25 "PR-CLT 2"=
O.P.O.T. 179+12.85 "A", 18.06' Lt.
P.C. 40+55.09 "PR-CLT 2"=
O.P.O.T. 177+34.64 "A", 35.64' Lt.
P.C. 42+11.54 "PR-CLT 2"=
O.P.O.T. 178+90.18 "A", 19.36' Lt.
165+00 170+00
175+00 180+00
P.O.T. 45+76.51 "PR-CLT 2"=
O.P.O.T. 182+55.11 "A", 17.96' Lt.
Line "PR-CLT 2" N 90°00'00" E N 81°28'22" E
Line "PR-CLT 2" N 89°29'42" E S 83°29'38" E
N 90°00'00" E
CURVE DATA
P.I. Sta 35+44.38 Line "PR-CLT 2"
Delta = 8°31'38" Lt.
R = 250.00'
T = 18.64'
L = 37.21'
E = 0.69'
CURVE DATA
P.I. Sta 36+08.99 Line "PR-CLT 2"
Delta = 8°01'20" Rt.
R = 250.00'
T = 17.53'
L = 35.00'
E = 0.61'
CURVE DATA
P.I. Sta 40+67.34 Line "PR-CLT 2"
Delta = 7°00'40" Rt.
R = 200.00'
T = 12.25'
L = 24.47'
E = 0.37'
CURVE DATA
P.I. Sta 42+22.91 Line "PR-CLT 2"
Delta = 6°30'22" Lt.
R = 200.00'
T = 11.37'
L = 22.71'
E = 0.32'
Line "A" N 89°33'55" E S 6
2
°
0
9
'
5
7
"
E
Line "A" N 89°59'01" E
E.P. 183+00.00 "A"E.P. 183+00.00 "A"
PNT. #116
PNT. #118
PNT. #119 PNT. #120PNT. #117
P.I. 170+61.17 "A"
Delta = 28°16'08" Rt.
No Curve Run P.I. 171+61.17 "A"
Δ = 27°51'02" Lt.
No Curve Run
P.O.T. 166+50.00 "A"
P.O.T. 176+00.00 "A"P.O.T. 180+75.00 "A"
TBM 108
TBM 109
TBM 110P.I. 40+67.34 "PR-CLT 2" =
O.P.O.T. 177+46.89 "A", 35.74' Lt.P.I. 42+22.91 "PR-CLT 2" =
O.P.O.T. 179+01.48 "A", 18.06' Lt.
P.O.C. 34+38.83 "PR-CLT 2"=
P.O.C. 171+13.46 "A"File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Survey Control.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKJN2
WRC WRC
1" = 80'
N/A
N/A
1401811
-
R-38065-C
4 47
1401811
SURVEY
CONTROL
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 27+00 Line PR-CLT 2"Matchline - Sta. 27+00 Line PR-CLT 2"Note: See "REFERENCE TIES &
BENCHMARK SUMMARY" Sheet
For Additional Information
NORTHING 20000.00001EASTING 15000.0000
O.P.O.T. 145+53.27 "A", 52.26' RT.
110
P.I. 144+84.24 "A"
NORTHING 20051.7358
EASTING 14930.5679
NORTHING 20053.3965111EASTING 15149.3891
P.I. 147+03.06 "A"
112
P.I. 150+77.07 "A"
113
P.C. 157+34.81 "A"
NORTHING 20055.7351
EASTING 15523.3896
NORTHING 20060.7269
EASTING 16181.1059
NORTHING 20062.6081114EASTING 16428.9677
P.I. 159+82.68 "A"
115
P.T. 162+17.89 "A"
116
P.O.T. 166+50.00 "A"
NORTHING 20194.2060
EASTING 16639.0178
NORTHING 20197.4855
EASTING 17071.1168
NORTHING 20200.6060117EASTING 17482.2745
P.I. 170+61.17 "A"
118
P.I. 171+61.17 "A"
119
P.O.T. 176+00.00 "A"
NORTHING 20153.9148
EASTING 17570.7049
NORTHING 20154.0411
EASTING 18009.5352
NORTHING 20154.1778120EASTING 18484.5352
P.O.T. 180+75.00 "A"
11778
WEST QTR. COR., SEC. 36, T.38N., R.2E.
12318
NE. COR., SEC. 2, T.37N., R.2E.
NORTHING 22764.4638
EASTING 17536.1139
NORTHING 20121.0528
EASTING 17541.4464
LINE "A"
5/8" REBAR
W/UNITED
CONTROL
POINT CAP SET
RAILROAD
SPIKE SET
MAG NAIL
W/WASHER SET
MAG NAIL
W/WASHER SET
5/8" LFA CAPPED
REBAR FOUND
LINE "A"
LINE "A"LINE "A"LINE "A"LINE "A"
LINE "A"LIN
E
"
A
"
LINE "A"LINE "A"
LINE "A"
GARAGE
(1)
(2)
(3)
GRAVEL
ALLEY
(1) NE. COR.
OF GARAGE
24.4', 170°
(2) NW. COR.
OF GARAGE
30.8', 205°
(3) END OF
VINYL FENCE POST
33.4', 235°
LINE "A"
UNITED
CAPPED
REBAR
SET
ANGELA BLVD.357°27.0'185°34.2'200°44.3'MAG NAIL
E. FACE PWP.
#J211-3
MAG NAIL
W. FACE PWP.
#J235-2262
NE. FACE OF
FIRE HYDRANT
STAND PIPE
±1.0' UP
ANGELA BLVD.45°35.4'3
1
7
°
3
4
.
7
'
MAG NAIL
S. FACE PWP.
#J211-519
SW. EXPOSED
ANCHOR BOLT
OF LIGHT
POLE
FACE OF
CURB
9.6', 0°
60°
76.2'15°45.8'3
1
0
°
5
5
.
4
'
BUILDI
N
G
SE. FACE
C.L.F. COR.
POST
SW. FACE
C.L.F. COR.
POST
SE. FACE
C.L.F. COR.
POST
100° 18.
2
'15°42.0'170°63.0'MAG NAIL
E. FACE PWP.
#J23A-1697
MAG NAIL
E. FACE PWP.
#J-2348
W. FACE
SOUTH
GATE POST
UNITED
CAPPED
REBAR SET NORTHSHORE DR.30°27.4'1
6
0
°
7
7
.
0
'
80°
77.0'
MAG NAIL IN
W. FACE OF
18" SYCAMORE
MAG NAIL
N. FACE PWP
MAG NAIL
S. FACE
4"X6" POST
UNITED
CAPPED
REBAR SET
1
0
.
6
9
'6.44'7.15'NAIL IN
W. FACE OF
12" TREE
NAIL IN
N. FACE OF
12" TREE
NAIL IN
E. FACE OF
24" TREE
5/8" ABONMARCHE
0050 CAPPED
REBAR FOUND 10
.
1
2
'21.15'31.90'303ANGELA6"X6"
WOOD POST
NE. BLDG.
COR.
NW. BLDG.
COR.RIVERSIDEDRIVE25.9', 210°
END OF
RETAINING WALL
22.1', 150°
END OF WROUGHT
IRON FENCE
22.0', 85°
STONE
COLUMN
NO REFERENCES AVAILABLE
UNITED
CAPPED
REBAR SET
NO REFERENCES AVAILABLE
UNITED
CAPPED
REBAR SET
NO REFERENCES AVAILABLE
UNITED
CAPPED
REBAR SET
UNITED
CAPPED
REBAR SET
NO REFERENCES AVAILABLE NO REFERENCES AVAILABLE
UNITED
CAPPED
REBAR SET
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plat No 1.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
WRC WRC
N/A
N/A
N/A
1401811
-
R-38065-C
5 47
1401811
REFERENCE TIES &
BENCHMARK SUMMARY
INDIANA
DEPARTMENT OF TRANSPORTATION
TBM SUMMARY
ADJ. DIFF.
BENCHMARK LEVELED ELEV.
(N.A.V.D. 88)
STATION OFFSET DESCRIPTION
CP 1 *681.809 OPOT 145+53.3 “A”52.3’ RT.
TBM 100 681.257 OPOT 145+37.2 “A” 114.0’ RT.
* OPUS solution elevation.
UNITED CAPPED REBAR SET ±55
FEET WEST OF THE CENTERLINE
OF RIVERSIDE DRIVE AND ±130
FEET NORTH OF THE CENTERLINE
OF ANGELA BOULEVARD ±12 FEET
NORTHWEST OF A POWER POLE.
CUT SQUARE SET IN
CONCRETE IN THE TOP OF THE
SOUTH END OF A HANDRAIL
ALONG THE BACK OF WALK IN
THE NORTHWEST QUADRANT
OF THE ROUND-A-BOUT AT THE
INTERSECTION OF ANGELA
BOULEVARD AND RIVERSIDE
DRIVE.
TBM SUMMARY
ADJ. DIFF.
BENCHMARK LEVELED ELEV.
(N.A.V.D. 88)
STATION OFFSET DESCRIPTION
TBM 106 682.556 OPOT 151+21.7 “A”62.1’ RT.
TBM 107 679.760 OPOC 158+41.3 “A”65.0’ RT.
TBM SUMMARY
ADJ. DIFF.
BENCHMARK LEVELED ELEV.
(N.A.V.D. 88)
STATION OFFSET DESCRIPTION
TBM 108 682.418 OPOT 167+19.6 “A”86.6’ RT.
TBM 109 706.439 OPOT 174+31.3 “A”25.3’ LT.
TBM 110 729.518 OPOT 179+49.8 “A”25.1’ LT.
MAG SPIKE SET IN THE NORTH
FACE OF POWER POLE 100A
J234-93 ±25 FEET EAST OF THE
CENTERLINE OF NORTH SHORE
DRIVE AND ±150 FEET NORTH OF
THE CENTERLINE OF ANGELA
BOULEVARD.
MAG SPIKE SET IN THE NORTH
FACE OF POWER POLE
J234-101 LOCATED ALONG THE
SOUTH SIDE OF THE ALLEY AT
THE NORTHWEST CORNER OF
THE PROPERTY AT 607
ANGELA BOULEVARD.
MAG SPIKE SET IN THE NORTH
FACE OF POWER POLE
J234-108 LOCATED ALONG THE
SOUTH SIDE OF THE ALLEY AT
THE NORTHWEST CORNER OF
THE PROPERTY AT 409
ANGELA BOULEVARD.
MAG SPIKE SET IN THE SOUTH
FACE OF POWER POLE J211-2
±25 FEET NORTH OF THE
CENTERLINE OF ANGELA
BOULEVARD AND ±60 FEET
EAST OF THE NORTHERLY
EXTENDED CENTERLINE OF
HILLCREST ROAD.
MAG SPIKE SET IN THE SOUTH
FACE OF A POWER POLE ±35
FEET NORTH OF THE
CENTERLINE OF ANGELA
BOULEVARD AND ±340 FEET
WEST OF THE CENTERLINE OF
MICHIGAN STREET.
7
4
4
4
7
Temporary Curb Ramps added
8
4
5
5
7
5
4
4
4 4
4
4
4
4
4
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\MOT Ped Detour.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKTLPHSW
CCR CCR
1" = 100'
N/A
N/A
1401811
-
R-38065-C
6 47
1401811
MAINTENANCE OF TRAFFIC
PEDESTRIAN DETOUR
INDIANA
DEPARTMENT OF TRANSPORTATION
M4-9b (L or R)
SIGN LEGEND
R9-10
Construction Area
Construction Sign, Type B
Construction Warning Light, Type "A"
Detour Route
Direction of Traffic Flow
LEGEND
Barricade, Type III-B
Detour Route Marker Assembly
SIDEWALK CLOSED
USE OTHER SIDE
DETOUR
R9-11
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK
CLOSED
R9-9
R9-11a
Beale Street
Riversi
d
e
Dri
v
e
Nor
thsho
re
D
r
ive
Angela Boulevard
IroquoisStreetUS 933Riverside DriveMarquette AveLafaye
t
te
B
lvd Hil
l
c
r
e
s
t
R
o
a
d OstegoStreetEast BankTrailW. Pokagon Street
54
6 7 8
W
Y50'-0"10:1 Lane Shift Taper100'-0"10:1 Lane Shift Taper100'-0"9'-6"9'-6"NORTH SHORE DR.200'ROAD
AH EADTRUCCONSTION
ROAD
AH EADTRUCCONSTION
W20'-0"500'
Y
Y
Y
Y
10:1 Lane Shift Taper100'-0"70'-0"NORTH SHORE DR.120'-0"10:1 Lane Shift Taper100'-0"ROAD
AH EADTRUCCONSTION
500'200'ROAD
AH EADTRUCCONSTION
10'-0"10'-0"Line "PR-CL
T
2
"
ROAD
AH EADTRUCCONSTION
500'
ANGELA BVL
D
.14+0015+0016+00Line "PR-CL
T
2
"
ROAD
AH EADTRUCCONSTION
500'
ANGELA BVL
D
.14+0015+0016+00Line "PR-CL
T
2
"
ROAD
AH EADTRUCCONSTION
500'
ANGELA BVL
D
.14+0015+0016+00File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\MOT Plans.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
1" = 30'
N/A
N/A
1401811
-
R-38065-C
7 47
1401811
MAINTENANCE OF TRAFFIC PLAN
NORTH SHORE DRIVE
INDIANA
DEPARTMENT OF TRANSPORTATION
Temporary Pavement Marking, White, 4", Removable
Construction Sign
Type "A" Construction Warning Light
Standard Drum
Barricade, Type III-B
W
MAINTENANCE OF TRAFFIC LEGEND
Traffic Flow Direction
Area To Be Constructed
Lane Line RemovalTemporary Pavement Marking, Yellow, 4", RemovableY
1.Maintenance of traffic design speed is 25 MPH
2.Placement of all advanced warning signs shall
be completed prior to the placement of any
maintenance of traffic devices.
3.Placement of all maintenance of traffic devices
shall be completed prior the start of any construction.
4.All existing pavement lane lines removed as required
for maintenance of traffic shall be replaced immediately
upon the removal of maintenance of traffic devices.
MAINTENANCE OF TRAFFIC NOTES
Y
W
W
W
PHASE 1 PHASE 2 PHASE 3
DETOUR QUANTITY SUMMARY
Detour Route Riverside
Drive
North
Shore
Angela
Blvd Total Units
Construction Sign, A 0 4 0 4 Each
Construction Sign, B 14 4 17 35 Each
ROAD
AH EADTRUCCONSTION
200'10:1 Lane Shift Taper100'-0"50'-0"10:1 Lane Shift Taper100'-0"10:1 Lane Shift Taper100'-0"25'-0"
Temporary Curb Ramp
500'
ROAD
AH EADTRUCCONSTION
500'ROAD
AH EADTRUCCONSTION500'ROAD
AH EADTRUCCONSTION500'ROAD
AH EADTRUCCONSTION
DETOUR
DETOUR
DETOURNORTH SHORE DR.SIDEWALK
CLOSED
5
5
4
HILLCREST RD.OTSEGO ST.POKAGON ST.
ANGELA BLVD.
4
4
4
4
4
4
4
4
4
7
8
US 93333+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0045+77Line "PR-CLT 2"
Line "PR-CLT 2
"
7
4
ANGELA BVLD.
4
IROQUOIS ST.17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+00Line "PR-CLT 2"
Line "PR-
C
L
T
2
"File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\MOT Plans.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAHSW
CCR CCR
1"= 50
N/A
N/A
1401811
-
R-38065-C
8 47
1401811
MAINTENANCE OF TRAFFIC PLAN
IROQUOIS ST.
INDIANA
DEPARTMENT OF TRANSPORTATION
SIDEWALK CLOSED
USE OTHER SIDE
DETOUR
M4-9b (L or R)
SIGN LEGEND
R9-10
Construction AreaConstruction Sign, Type B
Construction Warning Light, Type "A"Detour Route
Direction of Traffic Flow
Barricade, Type III-B
Detour Route Marker Assembly
R9-11
SIDEWALK CLOSED
CROSS HERE
SIDEWALK CLOSED
CROSS HERE
AHEAD
SIDEWALK
CLOSED
R9-9 R9-11a Matchline Sta. 33+00, "PR-CLT 2"Matchline Sta. 33+00, "PR-CLT 2"W11-2, W16-7P
876543
Temporary Pavement Marking, White, 4", Removable
Construction Sign
Type "A" Construction Warning Light
Standard Drum
Barricade, Type III-B
W
MAINTENANCE OF TRAFFIC LEGEND
Traffic Flow Direction
Area To Be Constructed
Lane Line RemovalTemporary Pavement Marking, Yellow, 4", RemovableY
1.Maintenance of traffic design speed is 25 MPH
2.Placement of all advanced warning signs shall
be completed prior to the placement of any
maintenance of traffic devices.
3.Placement of all maintenance of traffic devices
shall be completed prior the start of any construction.
4.All existing pavement lane lines removed as required
for maintenance of traffic shall be replaced immediately
upon the removal of maintenance of traffic devices.
MAINTENANCE OF TRAFFIC NOTES
Temporary Curb Ramp. 8% Max grade
connected to existing sidewalk
655
660
665
670
675
680
685
655
660
665
670
675
680
685
682.16682.17682.20682.1682.23682.5682.26662.4682.29659.5682.32652.1682.35649.8682.38661.1682.40662.6682.43681.1682.51682.4681.70680.8681.02680.7-2.50%+0.25%+0.06%
10+00 11+00 12+00 13+00 14+00 15+00
PVI STA. = 15+25.00
PVI ELEV. = 681.00
V.C. = 100'
Begin Construction
Sta. 14+01.40 "PR-CLT 2"
Elev. 682.43
Existing Ground
Profile Grade
Existing Ground
Profile Grade
St. Joseph River
North Shore
Drive Limits
PVI STA. = 14+63.43
PVI ELEV. = 682.54
PVI STA. = 14+28.01
PVI ELEV. = 682.45
P.I. 14+01.31 "PR-CLT 2"
18" RCP
12" RCP
1
2
"
R
C
P 10" VCP10"
V
C
P
24" RCP12" VCP(asphalt)(concrete)(concrete)
(gravel/grass)
(grass)(grass)(concrete)(asphalt)(concrete)(grass)
(water)
(water)
(trees)
(trees)(asphalt)(asphalt)(gravel)(gravel)(gravel)
(trees)
(trees)RIVERSIDE DRIVENORTHSHORE DR.ST. JOSEPHRIVER146+40.2 47.7' WARNING SIGN146+24.2 51.4' C.L.T.F. COR.146+40.8 65.3' LIGHT POLE146+50.2 79.9' C.L.T.F. COR.146+69.8 90.8' WARNING SIGN147+12.3 41.2' PWP147+13.9 44.2' NO DUMPING SIGN147+08.5 43.5' TRAIL RULES SIGN147+49.8 37.4' 18" TREE147+38.9 33.3' 28" TREE147+36.1 22.0' 30" TREE147+54.1 39.6' 10" TREE147+56.0 34.2' 10" TREE147+55.9 58.3' 20" TREE147+52.8 58.6' 10" TREE147+55.7 52.8' 10" TREE147+41.2 65.1' END HANDRAIL147+53.0 98.7' HANDRAIL147+57.4 123.0' BENCH147+58.6 122.7' INLET147+21.7 0.9' GATE147+22.1 5.5' END RAILRD. TIE147+32.0 7.4' BRIDGE SEAT147+28.5 10.5' END HEADWALL150+62.7 6.3' END RAILRD. TIE150+25.9 9.5' END C.L.T.F.150+30.1 15.9' C.L.T.F.150+26.9 25.9' 32" TREE150+49.5 8.4' RETAINING WALL150+53.5 18.1' END RETAINING WALL150+68.7 21.0' C.L.T.F.150+83.9 20.6' 30" TREE150+79.4 28.8' 28" TREE150+66.2 34.1' 18" TREE150+92.2 62.1' 30" TREE150+86.9 27.3' GAS MARKER POST150+88.8 24.8' STEEL POST150+87.7 25.0' WOOD POST150+80.1 2.6' EDGE OF WOODS150+89.2 41.7' TELE. PED.150+80.1 44.7' TELE. PED.150+90.5 56.2' EDGE OF WOODS151+38.2 34.0' 30" TREE151+41.8 57.9' 24" TREE151+70.4 35.9' END HEADWALL151+69.0 29.9' END HEADWALL151+70.0 31.7' END 18" RCP151+98.8 5.3' EDGE OF WOODS146+05.7 14.5' INLET146+45.0 13.1' CURB INLET146+44.9 24.4' SIGN146+41.7 28.4' LIGHT POLE145+99.2 88.6' DIRECTION SIGN146+61.8 23.4' TRAF. SIG. CONT. BOX146+55.1 36.5' COLUMN146+54.9 37.7' END HANDRAIL146+46.8 66.5' END HANDRAIL146+46.7 67.7' COLUMN146+46.8 68.9' END HANDRAIL146+47.1 84.6' END 5.6' X 18.1' BOX CULVERT146+45.5 98.5' END HANDRAIL146+45.4 99.7' COLUMN146+46.8 98.3' END WALL146+46.6 99.5' END HANDRAIL146+88.4 101.6' END 12" RCP146+76.4 103.2' END HANDRAIL146+78.5 103.9' END HANDRAIL146+77.5 103.4' COLUMN146+89.8 103.6' WALL147+32.4 103.4' END HANDRAIL147+32.4 102.1' COLUMN147+31.3 102.5' END HANDRAIL147+09.9 105.1' END HANDRAIL147+08.7 105.1' COLUMN147+07.5 105.1' END HANDRAIL147+32.1 100.6' END WALL147+34.0 101.3' END WALL147+41.8 88.8' WALL147+41.1 84.7' WALL147+23.2 66.4' END WALL147+25.3 74.6' WATER VALVE147+21.7 75.6' UTILITY VAULT147+12.3 75.7' STORM M.H.146+90.8 66.2' END 12" RCP147+04.1 60.4' ELEC. H.H.147+12.6 61.4' PWP146+79.8 34.9' 4" TREE146+96.6 27.2' 4" TREE147+12.4 29.3' CONT. BOX147+21.9 26.8' 12" TREE147+29.4 20.6' 12" TREE147+17.7 34.7' END C.L.T.F.147+21.7 3.5' END RAILRD. TIE147+28.3 11.6' END HEADWALL147+32.3 7.1' COR. OF BRIDGE SEAT150+62.8 3.6' END RAILRD. TIE150+49.2 5.0' RETAINING WALL COR.150+53.2 14.1' END RETAINING WALL150+14.3 36.3' 52" TREE150+22.8 23.0' 60" TREE150+18.2 35.9' 30" TREE150+22.0 9.3' END C.L.T.F.150+27.3 14.5' C.L.T.F. COR.150+65.9 18.1' C.L.T.F. COR.150+63.9 12.1' END HEADWALL150+73.5 16.7' 30" TREE150+78.1 21.0' GAS MARKER POST150+67.0 56.5' EDGE OF WOODS150+79.6 56.0' SAN. M.H.150+94.1 47.6' SAN. M.H.151+21.7 62.1' TBM151+98.6 4.2' EDGE OF WOODS150+30.1 15.9' 18" TREE147+20.8 2.6' END C.L.T.F.F1 6.0'
6.0'
150+00
Begin Construction
P.O.T. 14+01.40 "PR-CLT 2"
YTL
1400 RIVERSIDE DR
WARREN B. &
IVY E. CHATWIN
ET UX.
833 ANGELA BLVD
STEPHEN
SOBIERALSKI
827 ANGELA BLVD
HOSSEIN
HAKIMZADEH
1722 NORTHSHORE DR
CITY OF
SOUTH BEND
NORTH SHORE
CLUB
HOMEOWNERS
ASSOCIATION,
INC.
6.0'
6.0'
Const. Limits
Const. Limits
Const. LimitsConst. LimitsConst. Limits
Const. Lim
i
t
s
Note: See
"GRADING
DETAILS"
This AreaConst. LimitsConst. Limits +27.5Line "A"Line "A"Line "A"Line "A"
Section Line & App. PL
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L.R/WR/W
R/W R/W
Const. Limits
Const. LimitsSection Line Section Line Section Line
SF
SF SF
SF
SF
SF
SF
SF SF
Bollard
Bollard+77.0+70.0+50.0Line "A"
Line "PR-CLT 2"Line "PR-CLT 2"Line "PR-CLT 2"10+00 11+00 12+00 13+00 15+00
F
2610+0011+0012+0013+0014+0015+0015
S
S
S
R/WR/W
Do Not Disturb Sycamore Tree
Maintain Ex. Curb
+88.4
PL(48.6')
+66.2
PL(51.4')
Clean Existing Pipe
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
9 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 15+50CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
EARTHWORK SUMMARY TABLE
Commom Excavation
Line "PR-CLT2" =2,656 Cyd
Benching Line "PR-CLT2"662 Cyd
Total Common Excavation =3,318 Cyd
Fill
Line "PR-CLT2" =1,537 Cyd
25% Shrinkage 384 Cyd
Total Fill =1,921 Cyd
Balance
Total Fill =1,921 Cyd
Less Common Excavation =3,318 Cyd
Waste =1,397 Cyd
660
665
670
675
680
685
690
660
665
670
675
680
685
690
681.02680.7680.85680.9680.75680.3680.65680.4680.55680.5680.45680.2680.35680.4680.25680.2680.15680.3680.05680.3679.98680.3680.66680.7681.74681.7681.88681.816+00 17+00 18+00 19+00 20+00 21+00
Existing Ground
Profile Grade-0.20%
PVI STA. = 21+40.00
PVI ELEV. = 681.79
V.C. = 55'
PVI STA. = 20+75.00
PVI ELEV. = 679.90
V.C. = 75'
24" Pipe @ 0.25%
671.76
FO FO
FO
P.C. 20+85.74 "PR-CLT 2"
24" RCP
24" RCP (gravel)(gravel)
(gravel)
(trees)
(trees)
(trees)
(trees)
(grass)
(grass)
ALLEY ALLEY154+10.8 6.0' EDGE OF WOODS156+28.5 5.6' EDGE OF WOODS157+94.5 6.5' EDGE OF WOODS152+22.3 22.9' COR. OF LANDSCAPE TIMBERS152+62.5 22.0' COR. OF LANDSCAPE TIMBERS152+99.2 4.4' EDGE OF WOODS153+68.1 63.6' 3/4" PIPE MON. FND.154+68.8 64.4' CAPPED REBAR FND.154+70.0 53.1' SAN. M.H.154+72.0 5.8' EDGE OF WOODS155+23.3 29.9' LIGHT POLE155+26.2 7.4' EDGE OF WOODS156+28.4 6.5' EDGE OF WOODS157+95.0 6.1' EDGE OF WOODS158+17.1 57.7' SAN. M.H.158+41.3 65.0' TBMF1 6.0'
6.0'
F1 6.0'
6.0'155+00
(trees)
LANCE D.
NETTROUER
821 ANGELA BLVD
GEORGE A.
CASSODAY
815 ANGELA BLVD
CHRISTOPHER
HUFFMAN
&
ANNAMARIE DIBLEY
809 ANGELA BLVD
CHRISTOPHER
D. FORD
801 ANGELA BLVD
RICK
RYDZYNSKI
729 ANGELA BLVD
LEONARD &
RUTH A.
MAXWELL
723 ANGELA BLVD
717 W ANGELA,
L.L.C.
717 ANGELA BLVD
ROSE M.
BRZEZINSKI
709 ANGELA BLVD
ADAM
DUKER
701 ANGELA BLVD
CAROL L. LUX
631 ANGELA BLVD
ANDREW
GUSTAFSON
625 ANGELA BLVD
SAMUEL AND
JENNIFER
OCHSTEIN
619 ANGEL
BLVD
BENJAMIN
DILLON
615 ANGELA
BLVD
NORTH SHORE CLUB
HOMEOWNERS
ASSOCIATION, INC.
HOSSEIN HAKIMZADEH
1722 NORTHSHORE DR
Const. Limits
Const. Li
mits
Const. Limits
Const.
Li
mi
t
s
Const. Limits
Const. Limits
Line "A"
Line "A"
Line "A"
Section Line & App. PL
Section Line & App. PL
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W
App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.R/W
R/W
R/W
R/W R/W
R/W
SF
SF
SF SF SF
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF SF SF
SF SF
+20.0+50.0Line "PR-CLT 2"Line "PR-CLT 2"Line "PR-CLT 2"
Line "PR-CLT 2"
16+00 17+00 18+00 19+00 20+00 21+00
S
S S16+0017+0018+0019+0020+0021+00+00.0
8.0'
+00.2
8.0'
+50.0
8.0'
+00.2
8.0'
S
S
S
S
24" RCP
R/W P.C.
20+73.25
53.1
R/W P.C.
20+73.51
46.9
6 Tons of Revetment Riprap &
13 Sys of Geotextiles for Riprap
Type 1A Req'd.
AEP Underground Duct Bank
Underground AEP
Vault w/ manholes
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
10 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 21+75 "PR-A"Matchline - Sta. 15+50CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
Pipe Outlets to Existing Ditch
660
665
670
675
680
685
690
660
665
670
675
680
685
690
+0.25%
-4.74%
-0.40%681.88681.8681.94681.7682.06681.8682.19682.2682.31682.1682.44681.7682.41682.0681.29682.3679.07679.9677.24675.4676.50675.5676.30676.3676.10676.3676.16676.0PVI STA. = 24+75.00
PVI ELEV. = 682.63
V.C. = 100'
22+00 23+00 24+00 25+00 26+00 27+00
PVI STA. = 26+00.00
PVI ELEV. = 676.70
V.C. = 100'
Existing Ground
Profile Grade
24" Pipe @ 0.25%
672.50 673.00 Pipe to be left for connection
to future ditch to be constructed
by the City of South Bend
Str. No. 300
25+50.3, 18.1 Lt. "PR-CLT 2"
100' Of 24" RCP Req'd.
24" Pipe @ 0.25%
303 301
672.71672.69672.11672.10
24'' Pipe @ 0.25%
P.C. 24+86.00 "PR-CLT 2"
P.T. 24+71.84 "PR-CLT 2"
P.T. 25+55.66 "PR-CLT 2"
24" RCP
24" RCP
(gravel)
(gravel)
(trees)
(trees)
(trees)
(trees)
(grass)ZZALLEYALLEY
ALLEY159+46.4 8.6' EDGE OF WOODS160+58.8 8.5' EDGE OF WOODS162+16.4 4.8' EDGE OF WOODS162+60.4 37.8' EDGE OF WOODS164+53.0 133.0' CAPPED REBAR FND.158+41.3 65.0' TBM159+40.4 11.0' EDGE OF WOODS160+19.9 58.3' 1" PIPE MON. FND.161+09.1 10.1' EDGE OF WOODS161+64.3 60.1' SAN. M.H.161+47.4 49.9' CAPPED REBAR FND.162+62.8 86.3' 1" PIPE MON. FND.162+14.2 9.0' EDGE OF WOODS163+55.7 9.7' STEEL POST163+55.6 36.0' STEEL POSTF1 6.0'
6.0'
F1
6.0'
6.0'160+00
JAMES M. & PAMELA
S. CREECH
607 ANGELA BLVD
DONNA M. GLOWACKI
549 ANGELA BLVD
JUDITH A.
STREITMATTER
537 ANGELA BLVD
JESSICA ANN
HUGHES
531 ANGELA BLVD
GORDON
GIVAN
521 ANGELA BLVD
MICAH J. FERRELL
525 ANGELA BLVD
BRUCE A.
HARRIS,
ET AL.
513 ANGELA BLVD
MARIJKE
BROWN
507 ANGELA BLVD
ROBERT J. & SANDRA
BRUCE, ET UX.
INSTR. NO. 9235825
501 ANGELA BLVD
THE POINT AT NORTH SHORE
WOODS ASSOCIATION, INC.
217 ANGELA BLVD
HOSSEIN HAKIMZADEH
1722 NORTHSHORE DR
R
/W
+PL(+44.41)
23.00'
+PL(+74.83)
49.09'
+90.00
PL(67.16')
Const. Limits
Const. Limi
t
s
Const.
Li
mi
t
s
Line "A"
Line "
A"
Line "A"
Line "
A
"
23' R/W
App. P.
L.
&
E
xi
st.
R
/
W
App. P
.
L
.
&
E
xi
s
t
.
R
/
W
App. P.L. & Exist. R/W
App. P.L. & Exist. R/WApp. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.R/W R/W
R/W
R/W
App. P.L.
App.
P.
L.
App. P.L.
App.
P.
L.
App. P.L. &
E
x
i
s
t
.
R
/
W
R/W
R/W
R/W
Section Line Section Line Section Line
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
Concrete Washout
Line "PR-CLT 2"
Line "PR-
C
L
T
2
"
Line "
P
R
-
C
L
T
2
"
Line "PR-CLT 2"
22+00
23+00
24+00
25+00
26+00 27+00 28+00
A
22+0023+0024+0025+0026+0027+00S
S
S
S
S
S
S
S
Str. No. 300
25+41.2, 13.0 Lt. "PR-CLT 2"
120' Of 24" RCP Req'd.23' R/W
24" RC
P
24" RCP
24+88.4 Lt. "PR-CLT 2"
MH Type C &
237' Of 24" Pipe Type 2 Req'd.
Str. No. 301
22+44.6 Lt. "PR-CLT 2"
MH Type C &
140' Of 24" Pipe Type 2 Req'd.
Str. No. 303
Const.
Li
mi
t
s
Const. Limits
Underground
AEP Duct Bank
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJNII
CCR CCR
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
11 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 28+00Matchline - Sta. 21+75CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
660
665
670
675
680
685
690
660
665
670
675
680
685
690
+3.24%
+0.30%
+2.82%676.16676.0677.11677.0678.50678.8679.20678.6679.38679.3679.53679.5679.75678.0680.36676.6681.40678.7682.78679.9684.19682.1685.62683.6687.31685.1688.28686.229+00 30+00 31+00 32+00 33+00 34+00
PVI STA. = 29+13.00
PVI ELEV. = 679.12
V.C. = 100'
PVI STA. = 28+12.00
PVI ELEV. = 675.85
V.C. = 100'
PVI STA. = 31+45.00
PVI ELEV. = 679.81
V.C. = 150'
Existing Ground
Profile Grade
(gravel)
(gravel)
(trees)
(trees)
(grass)
(grass)IROQUOIS ST.JAYSEN J. &
ELIZABETH
A. DINGS,
ET UX.ZZZZZALLEYALLEY165+74.8 12.9' C.L.T.F.165+69.8 7.4' C.L.T.F.165+23.0 20.5' EDGE OF WOODS165+72.7 17.4' EDGE OF WOODS165+49.9 21.7' 8" TREE165+31.8 29.0' 6" TREE165+23.8 20.9' 10" TREE165+39.9 58.3' BUSH166+42.9 87.6' 1" PINCHED PIPE FND.167+19.6 86.6' TBM167+64.1 27.4' COR. OF SHED167+53.5 26.9' COR. OF SHED167+53.0 39.2' COR. OF SHED167+63.6 39.6' COR. OF SHED170+40.4 73.6' GUY POLE170+36.1 83.9' TELE. PED.170+84.9 85.8' PWP170+83.5 78.9' W. W. FENCE171+42.8 4.6' W. W. FENCE171+57.3 14.1' BUSH171+58.2 37.6' 18" TREE171+55.5 63.4' END WOOD FENCE171+55.5 63.4' BUILDINGF1 6.0'
6.0'
165+00
170+00
App. P.L. & Exist. R/WCASEY A. VIEGELAHN, ET AL.
429 ANGELA BLVD
JILL L.
LUCAS
421 ANGELA BLVD
ANDREA K. &
KATHLEEN
SOBIERALSKI
417 ANGELA
BLVD
MARCELLA
TRAVERSA
413 ANGELA
BLVD
BEVERLY J.
KRUEGER,
ET AL.
409 ANGELA
BLVD
RICHARD BERNARD
COLLINS JR.
405 ANGELA BLVD
BETTY
IVANOVICH
325 ANGELA BLVD
ANTHONY
PENNINO
321 ANGELA BLVD
FELIX L., JR. &
SUSAN OWSLEY
317 ANGELA BLVD
RICHARD LAMANNA
315 ANGELA BLVD
PAUL C. &
ESTHER A.
COSTELLO
303 ANGELA
BLVD
HOLY
CROSS
COLLEGE,
INC.
F1 6.0'
6.0'
Const. Limits
Note: See
"GRADING
DETAILS"
This Area
Const. Limits
Const. Limits
Const. Limits
+PL(04.89)
80.00'
+PL(24.92)
75.00'
+35.00
PL(66.82')
Const. Limits
Line "A"Line "A"
Lin
e
"
A
"App. P.L. & Exist. R/WApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W App. P.L. & Exist. R/W
App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.App. P.L.Section Line
Section LineSection Line
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF+50.0+50.0+25.0+00.0F1
Line "PR-CLT 2"Line "PR-CLT 2"
A
28+00 29+00 30+00 31+00 32+00 33+00 34+0029+0030+0031+0032+0033+0034+00S
S S
S
S
S
D
23' R/W 23' R/W 23' R/W 23' R/W
Const. Limits
Const. Limits
Underground AEP Duct Bank
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
12 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 34+25Matchline - Sta. 28+00CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
695
700
705
710
715
720
725
705.65707.3708.46710.1711.26712.2714.06717.5716.86721.4719.66723.7722.28725.238+00 39+00 40+00
+5.60%
Existing Ground
Profile Grade
+38
704.95IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIP.C. 35+25.74 "PR-CLT 2"
P.C. 35+91.46 "PR-CLT 2"
P.T. 35+62.95 "PR-CLT 2"
P.T. 36+26.47 "PR-CLT 2"6" CPP6" CPP
12" VCP
10" VCP12" VCP
12" PVC
12" PVC 6" CPP
12"-15" VCP12" V
C
P12" PVC6" VCP 10" VCP10" VCP10" VCP10" VCP
10" VCP 10"
V
C
P
12" VCP
(trees)
(grass)
(gravel)
(concrete)
(grass)
(trees)
(concrete)
(asphalt)
(asphalt)
(concrete)
(concrete)
(trees)
(grass)(concrete)(asphalt)(asphalt)
(grass)
(concrete)
(grass)(grass)(grass)(grass)
(concrete)(concrete)
(conc
r
e
t
e
)ANGELA BVLD.HILLCREST RD.ZZ ZALLEYZ171+79.1 25.5' POST172+44.7 12.1' PWP172+47.1 2.7' CURVE SIGN172+42.1 0.5' EDGE OF WOODS172+64.6 10.8' CURVE SIGN172+71.5 13.3' EDGE OF WOODS173+32.7 24.4' EDGE OF WOODS172+75.0 3.2' GUARD RAIL173+32.5 17.6' GUARD RAIL173+77.3 17.6' CURB INLET173+75.0 23.7' STORM M.H.173+73.6 19.9' GUARD RAIL173+78.8 56.2' C.L.T.F.174+22.4 19.1' END GUARD RAIL174+31.3 25.3' TBM174+32.3 25.7' PWP174+32.3 37.5' GUY ANCHOR174+75.1 31.0' EDGE OF WOODS174+78.5 50.6' C.L.T.F.175+53.7 31.9' EDGE OF WOODS175+50.5 24.4' NO PARKING SIGN175+98.9 26.8' PWP175+96.4 27.7' TELE. PED.176+14.2 12.8' STORM M.H.176+40.7 44.6' W. I. FENCE176+42.3 25.1' SLIPPERY WHEN WET SIGN177+14.6 25.1' NO PARKING SIGN177+28.2 13.1' STORM M.H.171+63.4 16.4' W. W. FENCE171+81.2 43.4' WALL171+77.2 55.7' WALL171+76.5 55.0' POST171+80.1 57.2' END BUSH ROW171+61.4 77.9' WALL171+80.2 58.3' END WALL171+95.2 44.0' NO PARKING SIGN172+01.8 45.9' STORM M.H.171+74.3 74.5' END GUARD RAIL172+13.1 36.1' GUARD RAIL172+40.1 2.7' WARNING ARROW SIGN172+44.5 12.5' GUARD RAIL172+59.0 18.7' STORM M.H.172+78.2 44.5' NO PARKING SIGN172+85.3 63.7' BOLLARD172+86.4 66.4' BOLLARD172+78.1 60.3' C.L.T.F.172+69.8 48.6' END GUARD RAIL172+66.5 83.0' COR. OF BLOCK FND.ATION172+77.7 78.4' COR. OF BLOCK FND.ATION172+56.4 71.8' C.L.T.F.172+35.6 75.5' GUARD RAIL171+95.4 117.6' GUARD RAIL172+12.2 111.9' 18" TREE172+11.7 132.5' 12" TREE172+05.3 146.7' 12" TREE171+92.3 140.7' END GUARD RAIL171+91.9 144.8' LIGHT POLE171+71.8 189.3' STORM M.H.173+27.8 62.2' EDGE OF WOODS172+88.3 69.2' C.L.T.F.173+75.3 80.8' C.L.T.F.173+54.7 26.7' NO PARKING SIGN173+92.0 56.6' EDGE OF WOODS173+96.4 54.9' WATER VALVE173+91.6 45.2' CURB INLET173+76.6 28.0' STORM M.H.174+08.0 18.1' STORM M.H.174+28.3 75.4' 3/4" IRON PIN FND.174+32.1 46.3' EDGE OF WOODS174+24.1 44.4' STOP SIGN174+18.5 55.6' CURB INLET175+16.4 42.9' EDGE OF WOODS175+23.1 63.3' 48" TREE175+34.5 32.1' WATER VALVE - SERVICE175+46.2 45.4' COR. OF RETAINING WALL175+55.5 42.4' COMMERCIAL SIGN175+55.5 50.7' COMMERCIAL SIGN175+74.9 45.6' COR. OF RETAINING WALL175+69.4 32.3' FIRE HYDRANT - AUTO SPRINKLER175+99.1 50.6' WOOD FENCE COR.176+00.4 49.5' BUSH175+94.3 34.1' PWP176+09.7 14.0' STORM M.H.176+48.0 50.4' WOOD FENCE COR.176+63.9 52.5' 2" TREE176+88.6 20.5' NO PARKING SIGN177+28.4 35.2' CURB INLET177+26.8 43.8' WATER VALVE - SERVICE177+26.5 57.9' WATER VALVE177+22.9 58.8' FIRE HYDRANT175+49.8 45.8' END W. I. FENCE175+49.8 45.8' END C.L.T.F.F1 6.0'
6.0'
10.0'
F1 5.0'
5.0'
175+00ZHOLY CROSS COLLEGE, INC.
LA DOLCE VITA
PROPERTIES, LLC
1330 LAFAYETTE
BLVD
650 WEST GOLF, LLC
1318 HILLCREST RD
DUANE &
KIMBERLY
SHAFFER-
NEUERBURG
202 ANGELA BLVD
PAUL C. & ESTHER A.
COSTELLO
303 ANGELA BLVD
F1 5.0'
5.0'
36+95.5, 8.9 Rt. "PR-CLT 2"
Adjust Casting To Grade
Str. No. 100
Const. Limits
Const. Limits
Const. Limits
+95.00
23.00'
+46.00
38.00'
+81.00
35.00'
Lin
e
"
A
"
Line "A"Line "A"Line "A"
App. P.L. & Exist. R/W
App. P.L. & Exist. R/W App. P.L. & Exist. R/W App. P.L. & Exist. R/W
R/W
R/W R/W
R/WConst. Limits
Section Line Section Line Section Line
SF SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
+00.0+00.1+51.6+67.6F1 Const. Limits
Line "PR-CLT
2
"
Line "PR-CLT 2"Line "PR-CLT 2"
Note: See
"GRADING
DETAILS"
This Area+68.6+25.735+00
36+00
37+00 38+00 39+00 40+0035+0036+0037+0038+0039+0040+00S
S
S
S
+49.3+77.2See Retaining Wall Details
End TaperBegin Taper2626
26
23' R/W
Do Not Disturb Existing Guardrail
Underground AEP Duct Bank
680
685
690
695
700
705
710
688.28686.2689.34687.5691.73690.2694.44696.1697.25700.3700.05702.9702.85704.535+00 36+00 37+00
PVI STA. = 34+35.00
PVI ELEV. = 688.00
V.C. = 200'
+5.60%
Existing Ground
Profile Grade
+38
704.95
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
WRC WRC
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
13 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline - Sta. 40+50Matchline - Sta. 34+25CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
710
715
720
725
730
735
740
710
715
720
725
730
735
740
41+00 42+00 43+00 44+00 45+00 46+00722.28725.2724.34724.6725.82725.9726.72726.4727.05726.8726.98727.0726.91726.9726.84727.1726.76727.0726.69726.9726.61726.6-0.15%
Existing Ground
Profile Grade
End Construction
Sta. 42+42.16 "PR-CLT 2"
Elev. 727.04
PVI STA. = 41+35.00
PVI ELEV. = 727.23
V.C. = 250'IIFOFO
FO
P.C. 40+55.09 "PR-CLT 2"
P.C. 42+11.54 "PR-CLT 2"
P.T. 40+79.56 "PR-CLT 2"
P.T. 42+34.25 "PR-CLT 2"10" VCP1
0
"
V
C
P
/
C
P
P
12" VCP
10"
V
C
P
10" VCP
(asphalt)
(asphalt)
(concrete)
(grass)
(grass)(grass)
(grass)(asphalt)(grass)
(grass)
(grass)(asphalt)
(asphalt)
(grass)
(concrete)(concrete)OTSEGO AVE.(VACATED ALLEY)ZZANGELA BVLD.177+34.7 17.4' CURB INLET177+42.8 27.1' PWP177+51.7 25.0' 20 MPH CURVE SIGN177+71.9 45.1' GATE178+72.9 19.2' NO PARKING SIGN178+87.9 25.9' PWP178+97.4 25.2' FIBER OPTIC MARKER POST179+19.1 46.3' FENCE COR.179+19.0 18.8' FENCE COR.179+08.8 18.7' END FENCE179+08.8 10.8' PEDESTRIAN CROSSING SIGN179+45.6 48.2' FENCE179+46.6 20.0' FENCE COR.179+49.8 25.1' TBM179+50.7 25.7' PWP179+72.5 19.7' FENCE177+34.7 18.9' STORM M.H.177+60.8 31.5' STOP SIGN177+57.4 36.0' CURB INLET178+10.1 57.1' WATER M.H.178+31.7 56.5' BUSH178+47.6 41.7' 24" TREE178+52.9 40.1' WATER VALVE - SERVICE178+81.5 26.5' NO PARKING SIGN178+83.4 18.2' WATER M.H.179+56.2 60.9' EAST BANK TRAIL SIGN179+49.4 62.2' LIGHT POLE179+64.2 58.4' 1" PIPE MON. FND.179+70.8 60.3' PWP179+65.5 45.1' GUY ANCHOR179+48.4 34.2' WARNING SIGN177+49.4 45.0' END W. I. FENCE179+90.9 22.9' SIGN POST (NO SIGN)179+88.1 11.8' LANE ENDS WARNING SIGN180+49.1 13.1' STORM M.H.180+46.4 4.8' WATER VALVE180+55.8 35.7' SIGN180+52 24.9' PWP180+75.7 25.7' GUY ANCHOR181+03.9 19.9' TRAF. SIG. POLE181+05.7 12.4' SIGN181+13 37.1' 30" TREE181+35.5 12.2' SIGN181+46.4 34.4' 18" TREE182+04 31.2' 40" TREE182+33.5 8.9' INLET182+54.4 48.9' TRAF. SIG. M.H.182+48.7 45.5' FIRE HYDRANT182+48.6 27.4' LIGHT POLE182+48.9 19.3' TRAF. SIG. M.H.182+34.5 19.4' TRAF. SIG. POLE180+12.9 20.1' STORM M.H.179+96.6 38.7' WATER VALVE179+95.3 46.9' FIRE HYDRANT179+82 50.8' GUY ANCHOR180+02.9 50.4' PWP179+98.1 68.7' 12" TREE180+45.7 50.1' CURB INLET180+42.7 52.9' PWP180+25.7 91.3' INLET180+55.7 66.4' 12" TREE180+69.2 66.8' SIGN180+91.5 58' PWP180+94.2 68' 8" TREE181+05.8 58.8' TRAF. SIG. POLE181+52.2 60.2' BOLLARD181+48.5 60.2' BOLLARD181+44.4 60.3' BOLLARD181+40.2 60.3' BOLLARD181+36.1 60.2' BOLLARD182+30.4 21' TRAF. SIG. DET. LOOP182+00.8 20.6' TRAF. SIG. DET. LOOP182+15.3 20.3' TRAF. SIG. DET. LOOP182+07.4 26.4' TRAF. SIG. DET. HOUSING182+30.1 32.7' TRAF. SIG. DET. LOOP182+14.5 32.1' TRAF. SIG. DET. LOOP181+99.3 32.2' TRAF. SIG. DET. LOOP182+06.2 36.8' TRAF. SIG. DET. HOUSING182+15.5 36.7' WATER VALVE182+29.9 43.9' TRAF. SIG. DET. LOOP182+15.5 43.5' TRAF. SIG. DET. LOOP182+00.3 43.4' TRAF. SIG. DET. LOOP182+09.1 51.1' TRAF. SIG. M.H.182+11.2 51' PWP182+39 19.3' STORM M.H.182+32.2 47.9' INLET182+48.5 58.6' TRAF. SIG. M.H.182+37 57.8' TRAF. SIG. POLE10.0'
5.0'
180+00
P.O.T. 183+00.00 "A"N MICHIGAN ST.181+66.1 80.3'16" TREEApp. P.L. & Exist. R/W
EAST BANK TRAILEnd Construction
P.O.T. 42+42.16 "PR-CLT 2"
+54, Class I Drive
W= 23.4'
BROTHERS OF
THE HOLY CROSS
UNIVERSITY OF NOTRE DAME DU LAC
GEOFFREY F.
SAMORA
150 ANGELA BLVD
LINDBORG REAL
ESTATE, LLC
138 ANGELA BLVD
HOLY CROSS
COLLEGE, INC.
MEMORIAL
HEALTH SYSTEM
1345 MICHIGAN ST
Const. Limits
10.0'
ANGELA BVLD.
+PL(+69.46)
10.00'
+23.65
8.00'
Line "A"
Line "A"
Line "A"
App. P.L. & Exist. R/W App. P.L. & Exist. R/WApp. P.L. & Exist. R/W App. P.L. & Exist. R/WApp. P.L. & Exist. R/WApp. P.L. & Exist. R/W
R/W
R/W
R/W R/W
Section Line
Section LineSection Line
F1
S
15
26
Line "PR-CLT 2
"
Line "PR-CLT 2"Line "PR-CLT 2"+54.8End Incidental Construction
P.O.T. 45+76.51 "PR-CLT 2"
41+00
42+00
43+00 44+00 45+00
C 45+7741+0042+0043+0044+0045+00S
S
C
Underground AEP
Vault w/ Manholes Underground
AEP Duct Bank
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\Plan & Profile.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAJN2
CCR CCR
1" = 20'
1" = 5'
N/A
1401811
-
R-38065-C
14 47
1401811
PLAN & PROFILE
LINE "PR-CLT 2"
INDIANA
DEPARTMENT OF TRANSPORTATIONMatchline - Sta. 40+50CONSTRUCTION DETAILS LEGEND CR Curb Ramp, Concrete
A
Concrete Sidewalk, 5"F
Sidewalk,Decorative
(See Architectural Details)
PCCP, 9"C
D
Detectable Warning ElementsG
TEMPORARY EROSION CONTROL LEGEND
Proposed Ditch Flow Line
Existing Ditch Flow Line
Silt FenceSFSF
Culvert Pipe Protection
Inlet Protection (Ditch)
Inlet Protection (Curb)
Modified Check Dam, Revetment Riprap
Erosion Control Blanket Proposed Luminaire Post Foundation
(See Lighting Plans)
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
1.5" Milling, Asphalt, thenM
165 #/Sys QC/QA-HMA, 2, 64, Surface, 9.5 mm
A1 Architectural Fixture/Feature
(See Architectural Details)
Ornamental Railing
All Existing Topography Is Described
From Line "A". All R/W is described from
Line "PR-CLT-2" unless otherwise noted.
Line "PR-CLT-2" to be constructed. All
proposed construction station/offsets are
described from Line "PR-CLT-2" unless
otherwise noted.
Bollard, (See Layout Plan
Enlargment For Type & Location)
HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Sidewalk Remove
Proposed Bridge Luminaire
(See Lighting Plans)
Sidewalk Removal
Seed Mixture US
Concrete Curb Type B15
Concrete Curb16
Sodding, Nursery26
Railroad Flashing Light
14+00
15+00
1.5%5.0%3.5%6.8%1.5%5.0%NORTHSHORE DR.16.0'4.0'
TS TSCSCS
+29.69
18.00' Rt.
Elev. 681.83
+55.11
18.00' Rt.
Elev. 681.92
+59.72
37.28' Rt.
Elev. 681.21
+31.53
8.00' Rt.
Elev. 682.33
+34.49
8.00' Lt.
Elev. 682.51
+36.32
18.00' Lt.
Elev. 682.16
+31.72
37.23' Lt.
Elev. 681.81
+61.74
18.00' Lt.
Elev. 681.92
+59.90
8.00' Lt.
Elev. 682.60
+56.95
8.00' Rt.
Elev. 682.42
+72.72
34.29' Lt.
Elev. 681.39
15
15
15
15
R5.0'
F
R10.0'
R
1
0
.
0
'
R10.0'
+42.59
34.03' Lt.
+61.70
35.39' Lt.
+25.11
19.53' Lt.+71.58
16.19' Lt.
+28.80
9.00' Rt.
+09.05
11.47' Rt.
R10.0'
R10.
0'
+64.72
20.05' Rt.
+49.37
33.91' Rt.
+08.48
30.31' Rt.
Elev. 681.70
+18.79
32.27' Rt.
Elev. 681.20
+28.61
34.17' Rt.3.5%
"PR-CLT 2"
"PR-CLT 2"
R
1
0
.
0
'1.9%2.7%10.0'19.3'R
3
.
0
'10.0'16.0'10.0'26.0'
10.0'
+55.59
5.89' Lt.
Elev. 682.52
+53.38
6.07' Rt.
Elev. 682.51
+59.59
5.90' Lt.
Elev. 682.53
+57.38
6.11' Rt.
Elev. 682.52
+78.11
6.00' Lt.
Elev. 682.17
+78.11
6.00' Rt.
Elev. 682.17
+35.86
6.17' Rt.
Elev. 682.47
+38.07
5.79' Lt.
Elev. 682.48
+34.07
5.83' Lt.
Elev. 682.47
+31.86
6.12' Rt.
Elev. 682.46
+10.15
6.12' Rt.
Elev. 682.44
+10.34
5.88' Lt.
Elev. 682.44
+14.71
13.66' Rt.
Elev. 682.44
+24.55
15.48' Rt.
Elev. 682.45
+66.14
6.00' Lt.
Elev. 682.47
+63.91
6.12' Rt.
Elev. 682.53
+27.53
6.00' Lt.
Elev. 682.45
+25.32
5.96' Rt.
Elev. 682.45
2.5%
3.0%
R
1
0
.
0
'
R
1
0
.
0
'
+19.85
16.19' Rt.3.9%3.00'6.00'6.00'1.00'1.00'Travel LaneTravel LaneEqualEqualEqualEqualSPEED TABLE MARKINGS
NOT TO SCALE
18"
Buffer
6'
Transition
9'
Crosswalk
Treatement
DETAILS - RAISED CROSSWALK
NOT TO SCALE
ELEVATION
SECTION A-A
Top of Curb
Flowline
Bottom of Pvmt.
18"
Buffer
6'
Transition Top of Curb
Flowline
Bottom of Pvmt.
9' Crosswalk
Treatment 6' Transition
"A""A"
6' Transition
2'12'2'Travel LaneTravel LanePLAN
18" Buffer18" Buffer
12' Speed Table
18" x 1-1/4"
Dowels
12" O.C.
18" x 1-1/4"
Dowels
12" O.C.
12' Speed Table
KEYMAP NORTHSHORE DR.ST. JOSEPH RIVERTS TSCSCS
TSCS 5.0'5.0'5.0'5.0'RIVERSIDE DRIVE15
15
15
15
+87.88
151.64' Rt.
Elev. 679.00
+11.32
69.28' Rt.
Elev. 680.60
+01.48
67.48' Rt.
Elev. 680.80
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Grading Details.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKHEKHSW
WRC CCR
1" = 5'
N/A
N/A
1401811
-
R-38065-C
15 47
1401811
GRADING
DETAILS
INDIANA
DEPARTMENT OF TRANSPORTATION
Matchline
Sta. 14+16.73
600.00 Existing Spot Elevation Proposed Spot Elevation
Top Curb/Bottom Curb
600.00
600.50
600.00
600.50
600.00
Existing Spot Elevation
Top Curb/Bottom Curb
Proposed Spot Elevation
Concrete Sidewalk, 5"F
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
LEGEND
Nursery Sodding26
Concrete Curb Type B15
D HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Curb Ramp, ConcreteCR
CR
Angela Blvd2.0%
NORTH
SHORE D
R
.8.0%8.0%2.0%Angela BlvdTS
CS
5.0'5.0'5.0'5.0'+73.13
187.71' Rt.
Elev. 679.44
+73.64
193.53' Rt.
Elev. 679.33
+87.63
177.50' Rt.
Elev. 678.85
+87.59
182.50' Rt.
Elev. 678.75
+91.25
186.16' Rt.
Elev. 678.41
+96.44
182.56' Rt.
Elev. 678.17
+96.48
177.56' Rt.
Elev. 678.14
+97.18
174.52' Rt.
Elev. 678.13
F10.0'+82.59
182.46' Rt.
Elev. 678.85+82.63
177.46' Rt.
Elev. 678.95
+97.88
152.03' Rt.
Elev. 678.80
2.0%+87.88
151.64' Rt.
Elev. 679.002.0%+11.32
69.28' Rt.
Elev. 680.60
+01.48
67.48' Rt.
Elev. 680.802.0%15
Existing Curb to Remain
CR
KEYMAP NORTHSHORE DR.ST. JOSEPH RIVERTS TSCSCS
TSCSRIVERSIDE DRIVE15
15
15
15
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Grading Details.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKTLPHSW
CCR CCR
1" = 5'
N/A
N/A
1401811
-
R-38065-C
16 47
1401811
GRADING
DETAILS
INDIANA
DEPARTMENT OF TRANSPORTATIONMatchline Sta. 14+16.73600.00 Existing Spot Elevation Proposed Spot Elevation
Top Curb/Bottom Curb
600.00
600.50
600.00
600.50
600.00
Existing Spot Elevation
Top Curb/Bottom Curb
Proposed Spot Elevation
Concrete Sidewalk, 5"F
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
LEGEND
Nursery Sodding26
Concrete Curb Type B15
D HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Curb Ramp, ConcreteCR
IROQUOIS ST.28+00R20.0'R20.0
'
F1
+02.11
6.00' Rt.
Elev. 676.10
+22.11
6.00' Rt.
Elev. 676.39
+17.11
17.18' Rt.
Elev. 676.40
+07.11
17.18' Rt.
Elev. 676.26
+17.11
39.30' Rt.
Elev. 676.41
+07.11
39.70' Rt.
Elev. 676.36
+95.98
49.71' Rt.
Elev. 676.10
+96.15
62.61' Rt.
Elev. 675.60
+05.07
79.35' Rt.
Elev. 675.35
+27.24
49.30' Rt.
Elev. 676.62
+27.35
63.78' Rt.
Elev. 675.94
+19.56
77.97' Rt.
Elev. 675.41
+20.12
128.93' Rt.
Elev. 674.69
+04.83
128.93' Rt.
Elev. 675.01
+97.11
39.70' Rt.
+27.11
39.30' Rt.
+85.07
79.26' Rt.
+34.93
77.17' Rt.
D
Note: Stations from
Line "PR-CLT2"
unless otherwise
noted
0.5%
0.0%
22.5'10.0'12.9'16.7'49.6'20.0'10.0'11.1'10.1'1.5%
3.9%
0.7%
1.5%
3.3
%
4.7%
1.3%2.3%1.1%
0.
0
%1.5%"PR-CLT 2"D
R10.0
'R10.0'+12.11
6.00' Rt.
R10.0'
R
1
0
.
0
'R5.0'R5.0
'
+22.11
17.18' Rt.
+02.11
17.18' Rt.
KEYMAP
Angela Blvd
Iroquois StRemove existing sidewalk
LAFAYETTEBVLD.Note: Stations fromLine "PR-CLT2"unless otherwisenotedNote: Stations from
Line "PR-CLT2"
unless otherwise
noted
Angela Blvd.+20.66
177.74' Rt.
Elev. 676.50
+04.60
178.50' Rt.
Elev. 676.14
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Grading Details.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKTLPHSW
CCR CCR
1" = 5'
N/A
N/A
1401811
-
R-38065-C
17 47
1401811
GRADING
DETAILS
INDIANA
DEPARTMENT OF TRANSPORTATION Matchline Sta. 28+09Matchline Sta. 28+09600.00 Existing Spot Elevation Proposed Spot Elevation
Top Curb/Bottom Curb
600.00
600.50
600.00
600.50
600.00
Existing Spot Elevation
Top Curb/Bottom Curb
Proposed Spot Elevation
Concrete Sidewalk, 5"F
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
LEGEND
Nursery Sodding26
Concrete Curb Type B15
D HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Curb Ramp, ConcreteCR
R10.0'+89.69
11.11' Rt.
Elev. 690.34
+80.68
5.79' Rt.
Elev. 690.69
+12.53
54.31' Rt.
Elev. 688.41
+12.74
69.76' Rt.
Elev. 687.86
+22.36
60.08' Rt.
Elev. 689.07
+00.04
16.22' Rt.
Elev. 691.70
+09.82
5.28' Rt.
Elev. 692.17
Angel
a
Bl
v
d
Ex. Sidewalk
Remove existing sidewalk
N 81°28'22" E
28.51'
CURVE DATA
P.I. Sta 35+44.38 Line "PR-CLT 2"
Delta = 8°31'38" XX
R = 250.00'
T = 18.64'
L = 37.21'
E = 0.69'
SE = X.XX%
CURVE DATA
P.I. Sta 36+08.99 Line "PR-CLT 2"
Delta = 8°01'20" XX
R = 250.00'
T = 17.53'
L = 35.00'
E = 0.61'
SE = X.XX%
35+00
36+00
+80.85
15.79' Rt.
+09.99
15.28' Rt.
+05.65
62.70' Rt.4.0%4.0%5.3%5.3%5.4%
Saw Cut5.5%3.7%4.
0
%3.6%"PR-CLT 2"
F1
+94.06
19.38' Rt.
Elev. 689.97 +05.16
27.53' Rt.
Elev. 691.03
+11.17
38.90' Rt.
Elev. 690.35
+17.83
51.51' Rt.
Elev. 689.60
+99.85
30.33' Rt.
Elev. 689.48
+05.86
41.71' Rt.
Elev. 688.974.0%4.0%
F1
Note: Stations from
Line "PR-CLT2"
unless otherwise
noted 12.4
'12.9
'14.3
'
6.0'9.4
'
F1
R
1
0
.
0
'
11
.
0
'20.4'R10.0'
KEYMAP
Angela Blvd
Iroquois StRemove existing sidewalk
LAFAYETTEBVLD.Note: Stations fromLine "PR-CLT2"unless otherwisenotedNote: Stations from
Line "PR-CLT2"
unless otherwise
noted
File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\CLT2 - Grading Details.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd.
Suite 200
Indianapolis, IN 46250
Phone 317-895-2585
www.ucindy.comConsulting
UNITED
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
SHEETS
of
VERTICAL SCALE
HORIZONTAL SCALE
CONTRACT
BRIDGE FILE
PROJECT
DESIGNATION
SURVEY BOOKAJAHSW
CCR CCR
1" = 5'
N/A
N/A
1401811
-
R-38065-C
18 47
1401811
GRADING
DETAILS
INDIANA
DEPARTMENT OF TRANSPORTATION4.0%
600.00 Existing Spot Elevation Proposed Spot Elevation
Top Curb/Bottom Curb
600.00
600.50
600.00
600.50
600.00
Existing Spot Elevation
Top Curb/Bottom Curb
Proposed Spot Elevation
Concrete Sidewalk, 5"F
Multi-Use Path
140 #/Sys HMA Surface, Type "B" on
220 #/Sys HMA Intermediate, Type "B" on
6" Compacted Aggregate, No. 53, Base
F1
LEGEND
Nursery Sodding26
Concrete Curb Type B15
D HMA for Approaches, Type B,
165 #/Sys HMA Surface, Type "B", on
275 #/Sys HMA Intermediate, Type "B", on
660 #/Sys HMA Base, Type "B" , on
Subgrade Treatment, Type II
(6" Coarse Aggregate No. 53), on
Geogrid, Type 1B
Curb Ramp, ConcreteCR12.7'