FT Plans(Part 1) 1383180 for Contract Services1
ROAD PLANS
GUILFORD ROAD
PROJECT LOCATION SHOWN BY
DESIGNATION
SHEETS
PROJECT
SURVEY BOOK
CONTRACT
of
A.A.D.T. (2018)
A.A.D.T. (2038)
D.H.V (2038)
DIRECTIONAL DISTRIBUTION
TRUCKS
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
50% POS.
PROJECT DESIGNATION
CONTRACT INDIANA DEPARTMENT
OF TRANSPORTATION
O A
A
ATIN
T
F T R N SPORTATIONNA
DEPRME
N D I
1.5% A.A.D.T.
1.5% D.H.V.
APPROVED
FOR LETTING:
DATE
PHONE NUMBER
PLANS
PREPARED BY:
DATE
CERTIFIED BY:
LATITUDE: 39° 58' 77" N LONGITUDE: 86° 08' 27" W
INDIANA DEPARTMENT OF TRANSPORTATION
TRAFFIC DATA
DESIGN DATA
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS DATED 2018
TO BE USED WITH THESE PLANS
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: TITLESHT.dwgDATE/USER: 7/23/2018 9:44 AM / AwolfGUILFORD RD.
CROSSROAD ENGINEERS, P.C.
1383180 1383180
R-36906
6,885 V.P.D.
8,265 V.P.D.
670 V.P.H.
1383180
1383180R-36906
(317) 780-1555
HAMILTON COUNTY
PROJECT NO.1383180 PE
MAIN ST.
RECONSTRUCTION (NON-FREEWAY)
MINOR ARTERIAL
URBAN (BUILT-UP)
LEVEL
NONE
35 M.P.H.
Road Reconstruction on Guilford Road from City Center Drive to West Main Street
Located 0.9 Miles North of 116th Street
Section 25 and 36, T-18-N, R-3-E, Clay Township, Hamilton County, Indiana.
49% POS.
1% A.A.D.T.
1% D.H.V.
10,590 V.P.D.
12,710 V.P.D.
1,200 V.P.H.
RECONSTRUCTION (NON-FREEWAY)
MINOR ARTERIAL
URBAN (BUILT-UP)
LEVEL
NONE
30 M.P.H.
HAMILTON CO.
C L A Y
2627 25 30
31363534
6123
19242322
29
32
5
20
U. S. 31Guilford Rd.Keystone Pkwy.City
Main St.
E 116th St.
Carmel Dr.
BEGIN PROJECT
STA. 14+95.30 "B"
END PROJECT
STA. 50+39.01 "B"
U. S. 3
1
Main St.Keystone Pkwy.GROSS LENGTH:
MAX. GRADE:
MI.
MI.
%
NET LENGTH:
0.7
4.00
0.7
SCALE: 1" = 2000'
BEGIN CONSTRUCTION
STA. 8+20.75 "S-1-B"
END CONSTRUCTION
STA. 12+19.06 "S-1-B"
1383180 R/W
1383180 CONSTR
CenterDr.
4/2/18
PLANS PREPARED BY
TRANSPORTATION &
DEVELOPMENT CONSULTANTS
3417 SHERMAN DRIVE
BEECH GROVE, IN 46107
(317) 780-1555
CROSSROADENGINEERS.COM
ANDR E W J OHN W
O
L
F76
TYPICAL CROSS SECTIONS
INDEX SHEET AND GENERAL NOTES2
TITLE SHEET1
DRAWINGS INDEXSHEET NO.
INDEX
REVISEDDATESHEET NO
GENERAL NOTESUTILITIES
REVISIONS
ROAD PLAN AND PROFILES
MAINTENANCE OF TRAFFIC
CROSS SECTIONS (57 SHEETS)
MISCELLANEOUS TABLES
PAVEMENT MARKING AND SIGNING DETAILS
**
3
XS-1 - XS-57
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: RD-INF.dwgDATE/USER: 7/23/2018 9:44 AM / AwolfINDEX SHEET
13-19
CONSTRUCTION DETAILS
4-6
43-44
20-34
7-12
PLAT NO. 1
LIGHTING, CONDUIT, AND COMMUNICATION DETAILS
EROSION CONTROL SHEETS
2
STRUCTURE DATA TABLE
GEOMETRIC DETAILS
35-40
ROUNDABOUT EXISTING & PROPOSED CONTOURS
41
CULVERT DETAILS
42
SIGN SUMMARY TABLES
UNDERDRAIN TABLES
PIPE MATERIAL SHEET
45
48-53
54-56
57-59
60-62
63
64
65
The exact location of all utilities shall be field verified by the contractor prior to starting any work.
Sheet signs and square posts shall not be ordered until the exact number of signs and length of each post have been
determined upon field investigation.
A utility location service will be contacted by the construction contractor in accordance with Indiana Code (IC) 8-1-26
prior to construction to ensure that public water systems and other public utilities are not adversely affected.
If groundwater is encountered at 811 West Main Street or 808 West Main Street, lab anlysis will occur prior to
management of the groundwater.
Do not work in the waterway from April 1 through June 30 without the prior written approval of the Division of Fish
and Wildlife.
Do not excavate in the low flow areas except for the placement of piers, foundations, and riprap, or removal of the
old structure.
Do not construct any temporary runarounds or causeways.
404 Regional General Permit (RGP) general conditions can be found on the permits tab of the contract documents. All
conditions shall be followed unless specifically removed in a special condition or the permit amended by the
contractor.
401 Water Quality Certification conditions can be found on the permits tab of the contract documents. All conditions
shall be followed unless specifically removed in a special condition or the permit amended by the contractor.
The Rule 5 SWPPP, NOI and NOS can be found on the permits tab of the contract documents. The NOI and NOS shall
be posted at the job site. The Rule 5 SWPPP, Storm Water Quality Control Plan (SWQCP), and all amendments shall
be housed in project construction office and available upon request. The SWQCP shall be approved by INDOT at least
14 days before earth disturbance. All storm water quality measures and erosion and sediment control necessary to
comply with 327 IAC 15-5 must be implemented in accordance with the SWQCP and sufficient to minimize off site
sedimentation and pollution releases. Construction activities shall follow all current standard specifications including
RSP 205-R-636 and the SWQCP unless specifically amended during project development or agreed to by the project
engineer.
All permits obtained for this project will be posted and maintained at the project site until the project is completed.
*
*
*
*
*
AT&T
Contact: Jeff Rice
Ph: (317) 610-5438
jr2647@att.com
CARMEL SANITARY
Contact: Joe Faucett
Ph: (317) 571-2634
jfaucett@carmel.in.gov
CARMEL WATER
Contact: Steve Cook
Ph: (317) 716-3913
scook@carmel.in.gov
CENTURYLINK
Contact: Dewayne Hamilton
Ph: (317) 966-9956
dewayne.hamilton@centurylink.com
COMCAST
Contact: Scott Evans
Ph: (317) 752-6569
sevans@telecomplacement.com
DUKE ENERGY
Contact: Dan Benson
Ph: (317) 776-5340
dan.benson@duke-energy.com
SPECTRUM
Contact: Joe Burton
Ph: (317) 632-9077
joe.burton@charter.com
VECTREN
Contact: Brian Harger
Ph: (317) 776-5534
bharger@vectren.com
ZAYO BANDWIDTH
Contact: Waylon Higgins
Ph: (765) 341-1199
waylon.higgins@zayo.com
SPOT ELEVATION DETAILS
ROUNDABOUT CURB PROFILES AND SPOT ELEVATIONS
66-67
CITY OF CARMEL STANDARD DETAILS68-69
WATER MAIN AND SANITARY SEWER REPLACEMENT DETAILS70-76
RETAINING WALL DETAILS46-47
*
*
*
*
Combined Concrete Curb & Gutter, Barrier, Modified
Concrete Curb (Barrier)
165#/Syd. QC/QA-HMA, 3, 64, Surface 9.5 mm on
1.5" Surface Milling
Modified Roll Curb
Sodding
C2
HMA Pavement
165#/Syd. QC/QA-HMA, 3, 64, Surface 9.5 mm, on
275#/Syd. QC/QA-HMA, 2, 64, Intermediate 19.0 mm, on
330#/Syd. QC/QA-HMA, 2, 64, Base 19.0 mm, on
PCCP, 7" (Slate Green color) with D-1 Contraction Joints Spaced at 14' Max, on
10" Compacted Aggregate No. 53, on
Subgrade Treatment Type IB (Cement Option)
Combined Concrete Curb & Gutter, Barrier, Dry, Modified
Concrete Center Curb, Type D
LEGEND
K1
R
14
15
16
18
19
26
Concrete Sidewalk, 4"F
Varies 11'-0" to 24'-11" Lane Varies Varies 11'-0" to 26'-7" Lane2'-7"2'-7"
Grade As Shown
On Profile
Grade As Shown
On Profile
2%2%
2%2%
K1
18
26
18
K1
Varies
TYPICAL CROSS SECTION
STA. 8+90.8 "S-1-B" to STA. 9+40.9 "S-1-B"
Line "B" or "S-1-B"Varies
UNDERDRAIN DETAIL 2'-0"1'-2"2'-0"
1.87'
2.0'
TRUCK APRON RADIAL JOINT DETAIL
RAB
CENTER
Concrete to be "Slate Green" color.
Concrete to be broom finished perpendicular to road.
D-1 contraction joints to fall at tooled joints.
(No greater than 14' apart)
2%
2'-7"
2'-0"7"
1"6"2"R1"R
2%7"8"1'-1"2'-7"
2'-0"7"
1"6"2"R1"R 2%7"8"1'-1"1'-2"1"
Aggregate for
Underdrain Geotextile for
Underdrain, Type 1AVariesPipe, Type 4,
Circular, 6"
K2%
C2
UNDERDRAIN DETAIL AT ROUNDABOUT
16
165#/Syd. HMA Surface, Type B, on
275#/Syd. HMA Intermediate, Type B, on
P
6" Compacted Aggregate No. 53, on
Subgrade Treatment Type III
HMA for Sidewalk
Varies 12' to 13'
TYPICAL CROSS SECTION
R R
STA. 14+95.30 "B" to STA. 21+39.10 "B"
Varies 14' to 15' 1'
Line "B"
App. Centerline
11' Lane
Grade As Shown On Profile
TYPICAL CROSS SECTION
11' Lane
K1 2%2%K1
STA. 32+69.30 "B" to STA. 35+29.80 "B"
2%
8'-0"2'-0"
Line "C" & Profile Grade
TYPICAL CROSS SECTION
18'-0"
C2
K12%
16
STA. 0+00 "C" to STA. 2+63.89 "C"
Underdrain
(See Detail)
Varies 0'0" to 9'-4"32'-0"
Center
Circle
6 in. of Compacted Aggregate No. 53, on
Subgrade Treatment Type IB (Cement Option)
Varies 0'-0" to 11'-0"Varies 0'-0" to 11'-0"
Line "B"
26
Varies: 11' to 23.5'
TYPICAL CROSS SECTION
R R
STA. 50+39.01 "B" to STA. 50+63.54 "B"
STA. 6+84 "S-1-B" to STA. 8+21 "S-1-B"
STA. 12+19 "S-1-B" to STA. 12+30 "S-1-B"
Varies: 7' to 20.5'
Line "B" or "S-1-B"
STA. 10+60.1 "S-1-B" to STA. 11+10.3 "S-1-B"
STA. 46+67.70 "B" to STA. 47+60 "B"
STA. 48+80 "B" to STA. 49+25 "B"
Varies: 14' to 28'
Grade As Shown
On Profile
TYPICAL CROSS SECTION
K1 2%2%K1
Line "B" or "S-1-B"
Varies: 8' to 22'
STA. 49+25.00 "B" to STA. 50+39.01 "B"
STA. 8+21 "S-1-B" to STA. 8+90.80 "S-1-B"
STA. 11+10.30 "S-1-B" to STA. 12+19.06 "S-1-B"
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
4:1
26
5'-0"
1.5%F26
6'
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
2' if P 0' if F
4:1
26
1.5%
F26
6'2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
2'
4:1
26
1.5%P 26
Varies 4'-0" to 6'-0"5'-0", 8'-0", or 10'-0"
F or
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
2'
4:1
26
1.5%P 26
Varies 4'-0" to 6'-0"5'-0", 8'-0", or 10'-0"
F or
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
2'
4:1
26
1.5%
P 26
Varies 4'-0" to 6'-0"5'-0", 8'-0", or 10'-0"
F or
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
4:1
26
5'-0"
1.5%F26
6'
2'-7"
15
1'-6" Appurtenance
Free Zone
10' Clear Zone
4:1
26
5'-0"
1.5%
F26
6'
14
1'
14
1'26
D+4 1/8"D
14" R.
14" R.4"3/8"
24"5/8"
ROLL CURB, MODIFIED
16
8'-0"
1.5%P26
5'-0"
5'-0", 8'-0"
or 10'-0"
Por
STA. 35+29.80 "B" to STA. 36+33.70 "B"STA. 21+39.10 "B" to STA. 22+47.80 "B"
STA. 22+93.10 "B" to STA. 24+03.10 "B"
STA. 28+12.50 "B" to STA. 29+51.90 "B"
STA. 31+45.30 "B" to STA. 32+69.30 "B"
STA. 38+08.80 "B" to STA. 39+27.10 "B"
STA. 42+68.70 "B" to STA. 43+63.10 "B"
STA. 44+57.20 "B" to STA. 45+18.20 "B"
STA. 45+64.20 "B" to STA. 46+67.70 "B"
Varies
STA. 21+51.90 "B" to STA. 31+45.30 "B"
STA. 22+47.80 "B" to STA. 22+93.01 "B"
STA. 24+03.10 "B" to STA. 28+12.50 "B"
STA. 39+27.10 "B" to STA. 42+68.70 "B"
STA. 43+63.20 "B" to STA. 44+63.20 "B"
STA. 45+27.20 "B" to STA. 45+64.20 "B"
STA. 36+33.70 "B" to STA. 38+08.80 "B"
Subgrade Treatment,
Type IB
Pipe, Type 4, Circular, 6 in.
Aggregate for Underdrain
6"
4"
7"
Geotextile for Underdrain, Type 1A
Geotextile for Underdrain, Type 1A
(Required at Curb Installation)
4:1
Varies
Varies
4:1
4:1
STD. DITCH LT.
STA. 22+22 "B" to STA. 26+55 "B"
3'-0"
(Typ)
9" (Typ)
STD. DITCH RT.
STA. 32+75 "B" to STA. 33+91 "B"
6'
(Typ)
1.5' Typ
4:1
9.5
(Typ)
2.3' Typ
STD. DITCH RT.
STA. 40+50 "B" to STA. 42+62 "B"
CURB & GUTTER,
BARRIER, MODIFIED
CURB & GUTTER, BARRIER,
DRY, MODIFIED
15 18
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: TYPSEC.dwgDATE/USER: 7/31/2018 10:26 AM / AwolfTYPICAL CROSS SECTIONS
N/A
N/A
3A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
LF
Sec. 36, T18N, R3E
Clay Township
Hamilton County12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0011+00TWIN LAKES APARTMENTS
OF CARMEL LLC
NEW BUFFALO LAND
IMPROVEMENT
JANET PICKERING WALTER
GUILFORD COMMONS LLC
HUNT LAKES OF CARMEL
LLC
LOTUS REALITY LLC
S. GUILFORD ROAD
Line "B"
PHASE I OF TIMBER RIDGE
HORIZONTAL PROPERTY
REGIME
PHASE II OF TIMBER RIDGE
HORIZONTAL PROPERTY
REGIME
W. CITY CENTER DRIVEWATERLILY WAYW. 126th ST.App. Exist. R/W
App. Exist. R/W
Sec. 36, T18N, R3E
Clay Township
Hamilton County Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton CountySection LineSection LineApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp. Exist. R/WApp PLBEGIN PROJECT
14+95.30 "B"Temp R/W
App. Exist. R/W
App. Exist. R/W
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PLAT-1.dwgDATE/USER: 3/28/2018 5:24 PM / ApercifieldPLAT NO. 1
1"=50'MATCH LINE 26+00 "B"4
27+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+001802 CONDO LLC FRANK ANTHONY
& KAREN S.
RUTKKOWSKI
RYAN D. MCHOME CARRIE E. STOCK
DAVID M. &
ANGELA E.
CONCANNON
PAUL J. MILLERJULIE M. WEBB
EQUITY TRUST
COMPANY
CUSTODIAN FBO
DAVID M. WALTERS
MICHAEL D. &
CAROL L. KEEN
AMARJIT &
BALWINDER
KAUR h&w SINGH
CARMEL CLAY SCHOOLS
TWIN LAKES APARTMENTS
OF CARMEL LLC
S. GUILFORD ROAD
Line "B"
CARMEL 2002 SCHOOL
BUILDING CORPORATION
CARMEL CLAY SCHOOLS
HELEN KEEN CT.COLLEGE WAYEMERSON RD.App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton CountyCHIMNEY ROCK DR.GRAND BLVD.CARMEL CLAY SCHOOLS
App. Exist. R/WApp. Exist. R/WWILSON
VILLAGE
CONDOMINIUMS
App. Exist. R/W
App PLApp PLApp PLApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PLApp PLApp. Exist. R/W
App PLApp PLApp PLR/W
Temp R/W Temp R/W
Temp R/W
Temp R/W
App. Exist. R/W
Temp R/W
Temp R/W
Temp R/W Temp R/W
R/W
LITTLE CO
O
L
CREEK LITTLE COOLCREEKA
p
p
.
E
x
i
s
t
.
R
/W
R/WApp. Exist. R/W
Temp R/W
Perpetual Drainage Easement
R/WApp. Exist. R/W App. Exist. R/W App. Exist. R/W
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PLAT-1.dwgDATE/USER: 3/28/2018 5:24 PM / Apercifield1"=50'MATCH LINE 26+00 "B"5 MATCH LINE 41+00 "B"PLAT NO. 1
42+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+00AUBREY S. & JANIE D.
NARAINE
TERESA ANN
KANE
MAIN & GUILFORD
PLAZA LLC
MIG GUILFORD
RESERVE LLC
S. GUILFORD ROAD
Line "B"DRUID HILL DR.WILSON TERRACE CT.W. MAIN ST.CARMEL CLAY SCHOOLS
SHOTZIE LLC
MATT D.
MITCHEL
App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
STANLEY A.
& ANGELA D.
HUNNICUTT
MELNICHEK,
VLADIMIR &
TATIANA
FRANK B. DIXON
AMERICAN LEGION
POST 155
Sec. 25, T18N, R3E
Clay Township
Hamilton County
ALTA JANE ROTHFUSS
TRUSTEE OF ALTA JANE
ROTHFUSS REV TRUST
JAMES & PAULA S.
QUINN
Line "S-1-B"8+00
7+00
6+00
9+00
11+00GUILFORD TRAIL DR.1+002+00
Line "C"
WILSON
VILLAGE
CONDOMINIUMS
WILSON
VILLAGE
CONDOMINIUMS
GUILFORD
TRAIL
TOWNHOMESApp PLApp PLApp. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLApp PLApp. Exist. R/WApp PLApp PL W. MAIN ST.Line "S-1-B"END INCIDENTAL
CONSTRUCTION
50+63.54 "B"
END PROJECT
50+39.01 "B"
BEGIN INCIDENTAL
CONSTRUCTION
6+83.34 "S-1-B"
BEGIN PROJECT
8+20.75 "S-1-B"
END PROJECT
12+19.06 "S-1-B"
END INCIDENTAL
CONSTRUCTION
12+29.06 "S-1-B"
12+00
13+00
14+00
P.O.T. 48+20.44 "B"
= P.O.T. 10+00.00 "S-1-B"
Temp R/W
Temp R/W
Temp R/W
Temp R/W
R/W
R/
W
R
/WR/W
Temp R/W
R/W
R/W
R/WA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
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OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PLAT-1.dwgDATE/USER: 3/28/2018 5:24 PM / Apercifield1"=50'MATCH LINE 41+00 "B"6PLAT NO. 1
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-DETOUR.dwgDATE/USER: 7/31/2018 5:40 PM / AwolfA.J.W.
RECOMMENDED
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DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
SEFSPRO NO.
ASTATE OF
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27 EERIGEETS
DANDREW J OHN W
O
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FMAINTENANCE OF TRAFFIC
DETOUR ROUTE - PHASE 1
7
NTS
NTS
XM4-10(L)
R11-3XM4-10(R)
R11-3
R11-3
R11-2
R11-2
CLOSED
ROAD
CONSTRUCTION SIGNS, TYPE "A"
AHEAD
DETOUR
AHEAD
XW20-3
36" X 36"
XW20-2
36" X 36"
XW20-1
36" X 36"
CONSTRUCTION
ROAD
R11-3
XM4-10(L)
R11-3XM4-10(R)
(G)
(M)
(G)
(G)
R11-3XM4-10(R)
(G)
(M)(M)
(M)(G)
(M)(G)(M)(G)
(M)(G)
(M)(G)
(M)(G)
(M)(G)
(M)
(G)
(M)
(M)
(M)
(G)
(G)
(G)
(G)
(G)
(M)
(M)
(M)
(M)(M)(M)
(M)(M)(M)
(M)
(M)(M)
(M)
XM4-10(L)
(M)
R11-3
(G)
(M)(G)
(M)(G)
R11-2
R11-2
R11-2
R11-2
CONSTRUCTION SIGNS, TYPE "A"
CLOSED
GUILFORD RD.
AT MAIN ST.
CLOSED
MAIN STREET
AT GUILFORD RD.
CLOSED
ROAD
AHEAD
DETOUR
AHEAD
XW20-3
36" X 36"
XW20-2
36" X 36"
XW20-1
36" X 36"
CONSTRUCTION
ROAD
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-DETOUR.dwgDATE/USER: 7/31/2018 5:40 PM / AwolfA.J.W.
RECOMMENDED
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DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
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SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
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SPRONO.
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D
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IN
LA
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27 EERIGEETS
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L
FMAINTENANCE OF TRAFFIC
DETOUR ROUTE - ROUNDABOUT CLOSURE
8
NTS
NTS
R11-3XM4-10(L)
R11-3XM4-10(R)
R11-2
R11-2
R11-2
R11-2
R11-3
R11-2
R11-2
CONSTRUCTION SIGNS, TYPE "A"
CLOSED
ROAD
AHEAD
DETOUR
AHEAD
XW20-3
36" X 36"
XW20-2
36" X 36"
XW20-1
36" X 36"
CONSTRUCTION
ROAD
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-DETOUR.dwgDATE/USER: 7/31/2018 5:40 PM / AwolfA.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
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of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
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IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
O
L
FMAINTENANCE OF TRAFFIC
DETOUR ROUTE - PHASE 2
9
NTS
NTS
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
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SPRONO.
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FMATCHLINE STA. 35+0036+00MATCHLINE STA. 35+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0021+00GUILFORD ROAD
WATERLILY WAYCHIMNEY ROCK DRHELEN KEEN CTCOLLEGE WAYSCHOOLENTRANCEGRAND BLVDEMERSON ROAD126TH STSCHOOLENTRANCESCHOOLENTRANCEGUILFORD ROAD
47+00MAINTENANCE OF TRAFFIC
PHASE 1
10
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-PHASING.dwgDATE/USER: 7/31/2018 5:37 PM / Awolf1"=50'
N/AW. MAIN STREETW. MAIN STREETGENERAL LEGEND
WORK AREA
TYPE III BARRICADE
ROAD CLOSURE SIGN ASSEMBLY R9-92' X 1'WILSON TERRACE CTDRUID HILL DR(NO OUTLET-14 DUPLEXES)(NO OUTLET-CONDO COMMUNITY)GUILFORD TRAIL DR(NO OUTLET- MUTI-UNIT HOUSING)COMMERCIAL ENTRANCE(ALTERNATE ACCESS FROM W. MAIN ST)GUILFORD ROAD
MAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSR9-9 R9-9
A.J.W.
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of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
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SPRONO.
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FMATCHLINE STA. 35+0036+00MATCHLINE STA. 35+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0021+00GUILFORD ROAD
WATERLILY WAYCHIMNEY ROCK DRHELEN KEEN CTCOLLEGE WAYSCHOOLENTRANCEGRAND BLVDEMERSON ROAD126TH STSCHOOLENTRANCESCHOOLENTRANCEGUILFORD ROAD
47+00MAINTENANCE OF TRAFFIC
PHASE 1 - ROUNDABOUT CLOSURE
11
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-PHASING.dwgDATE/USER: 7/31/2018 5:37 PM / Awolf1"=50'
N/AMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSW. MAIN STREETW. MAIN STREETGENERAL LEGEND
WORK AREA
R9-9
R9-9
R9-9
TYPE III BARRICADE
ROAD CLOSURE SIGN ASSEMBLY R9-92' X 1'WILSON TERRACE CTDRUID HILL DR(NO OUTLET-14 DUPLEXES)(NO OUTLET-CONDO COMMUNITY)GUILFORD TRAIL DR(NO OUTLET- MUTI-UNIT HOUSING)COMMERCIAL ENTRANCE(ALTERNATE ACCESS FROM W. MAIN ST)GUILFORD ROAD
MAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSR9-9
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
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CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
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LA
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01306
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27 EERIGEETS
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FMATCHLINE STA. 35+00MATCHLINE STA. 35+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0021+00GUILFORD ROAD
WATERLILY WAYCHIMNEY ROCK DRHELEN KEEN CTCOLLEGE WAYSCHOOLENTRANCEGRAND BLVDEMERSON ROADWILSON TERRACE CTDRUID HILL DR126TH STGUILFORD TRAIL DRW. MAIN STREETGUILFORD ROADSCHOOLENTRANCESCHOOLENTRANCEGUILFORD ROAD
MAINTENANCE OF TRAFFIC
PHASE 2
12
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: MOT-PHASING.dwgDATE/USER: 7/31/2018 5:37 PM / Awolf1"=50'
N/AMAINTAIN ACCESS FROMEMERSON ROAD(CLOSED)(NO OUTLET-8 HOUSES)ACCESS TO SCHOOL ONLYMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESSMAINTAIN ACCESS(CLOSED)MAINTAIN ACCESS(CLOSED)(CLOSED)(CLOSED)(CLOSED)ACCESS FROM WATERLILY WAYACCESS FROM SHERMAN DR36+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0047+00GENERAL LEGEND
WORK AREA
R9-9
R9-9
R9-9
R9-9
TYPE III BARRICADE
ROAD CLOSURE SIGN ASSEMBLY R9-92' X 1'(CLOSED)ACCESS FROM CHIMNEY ROCK DR(CLOSED)ACCESS FROM GRAND BLVD
Sec. 36, T18N, R3E
Clay Township
Hamilton County12+0013+0014+0015+0016+0017+0018+0011+00HUNT LAKES OF CARMEL
LLC
LOTUS REALITY LLC
S. GUILFORD ROAD Line "B"
PHASE I OF TIMBER RIDGE
HORIZONTAL PROPERTY
REGIME
W. CITY CENTER DRIVEApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
(grass)
(grass)
(grass)
Sec. 36, T18N, R3E
Clay Township
Hamilton County
(conc walk)(bu
s
h
e
s
)
(trees/grass)+74.5, 40.6', Guy Wire+90.6, 40.6', PP w/Riser+43.7, 50.0', 12" Dec.+48.1, 48.1', 6" Dec.+93.3, 48.4', 3" Dec.+99.6, 49.5', 9" Dec.+67.6, 40.6', PP w/Riser+79.5, 41.7', 6" Dec.+06.7, 49.8', Gas Marker+13.0, 45.5', Sprinkler Head+54.6, 23.0', 15" Dec.+50.1, 48.0', 12" Con.+08.6, 23.6', 24" Dec.+09.0, 37.0', Sprinkler Head+45.7, 18.0', 6" Dec.+36.3, 39.7', PP w/Riser+37.6, 39.4', Tele Box+85.9, 18.1', 9" Dec.+31.0, 18.8', 6" Dec.+64.6, 19.0', 6" Dec.+99.7, 19.5', 6" Dec.+26.7, 33.2', Rnd. Inlet+22.8, 49.3', 15" Dec.+71.6, 45.5', 36" Bush+72.8, 47.7', 36" Bush+73.7, 49.8', 36" Bush+76.0, 44.8', Air Cond.+78.4, 43.2', 24" Bush+77.5, 48.2', Air Cond.+80.1, 46.9', 24" Bush+02.8, 41.1', PP w/Riser+20.2, 14.3', Inlet+92.1, 22.0',Storm M.H.+53.6, 23.5',San. M.H.+95.1, 22.6',Storm M.H.+90.7, 33.8',6" Con.+22.5, 36.6',6" Con.+49.7, 33.2',6" Con.+73.8, 40.3',6" Con.+94.0, 37.2',6" Con.+22.5, 35.8',12" Dec.+54.1, 34.0',6" Dec.+71.9, 37.6',6" Dec.+87.1, 34.1',6" Dec.+97.5, 18.9',Sign (35 MPH)+10.3, 41.3',6" Con.+27.1, 18.8',6" Dec.+35.6, 32.2',6" Con.+60.5, 18.7',6" Dec.+63.8, 35.3',12" Dec.+95.0, 18.8',6" Dec.+94.5, 31.2',6" Con.+21.3, 36.2',6" Con.+28.0, 18.7',6" Dec.+37.4, 48.2',Elec. Box+55.5, 35.1',6" Con.+61.5, 18.9',6" Dec.+67.5, 35.1',6" Con.+79.7, 37.1',6" Con.+90.6, 18.9',6" Dec.+86.2, 44.5',6" Con.+98.3, 34.7',60" Bush+09.9, 40.2',60" Bush+23.5, 38.1',60" Bush+28.9, 19.3',9" Dec.+33.7, 48.9',48" Bush+56.4, 49.0',12" Dec.+61.9, 18.4',6" Dec.+89.7, 29.3',???+02.6, 18.5',6" Dec.+19.3, 15.6',Inlet+20.4, 19.6',Storm M.H.(Asph.)
BEGIN PROJECT
14+95.30 "B"
12" Pipe
12" Pipe24" Pipe18" Pipe 18" Pipe 24" Pipe15" Pipe12" Pipe24" Pipe 12" Pipe12" Pipe15" Pipe18" Pipe(conc walk)App. Exist. R/WEasementEasementEasement EasementEasementApp PLConstr. Limits
Easement
(Asph.)
(Asph.)+20.0, 35.8', 15" Dec.+81.2, 29.8', 15" Dec.Easement
Proposed Grade
Exist. &
Proposed Grade
@ Line "B"
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00843.31843.49843.68843.86843.69843.49843.29843.15843.26843.49843.80844.12844.45844.78845.09845.41845.65846.07846.32846.30846.28846.20846.07845.93845.78845.63845.49845.31845.10844.84844.64844.49846.35846.42846.42846.35846.20846.00845.81845.62845.43845.23845.04844.85844.68844.59PVI STA: 15+48.50
PVI ELEV: 846.59
VCL: 105.00
PVI STA: 18+34.69
PVI ELEV: 844.39
Exist. Grade
@ Line "B"846.35846.42846.42846.35846.20846.00845.81845.62845.43845.23845.04844.85844.68844.59BEGIN PROJECT
STA. 14+95.30 "A"
ELEV. = 846.33
-0.77%
+0.50%
PROPOSED
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
(A) CENTER OF WATER METER, 44.10'
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(C) MAG W/ WASHER FOUND ON E SIDE OF PP# 300186 UP 1.0', 91.20'
(D) CENTER OF WATER VALVE, 48.50'
(E) CENTER OF GAS VALVE, 60.60'
(F) T.B.M. 473, CUT "X" ON NORTH BONNET BOLT OF HYD, 104.15'
CONTROL POINT 173 (PIN WITH CAP) - O.P.O.T. STA. 21+91.78', 14.97' (R) LINE "B"
N = 47558.1910
E = 60720.0750
(A) NW CRNR OF CURB INLET (ON BC), 29.25'
(B) ON BC WHERE CONCRETE SIDEWALK EDGE MEETS CURB, 6.00'
(C) SW CRNR OF CONCRETE SIDEWALK, 9.02'
(D) CENTER OF TRAFFIC MH, 35.92'
(E) NW CRNR OF CURB INLET (ON BC), 84.00'
(F) NE CORNER OF CONCRETE SIDEWALK, 10.70'
(G) SOUTHERNMOST CRNR OF METAL BOX UP 1.0, 14.95'
(H) T.B.M. 478, CUT "X" INTO NNE BONNET BOLT OF HYD,N = 46407.9956
E = 60678.6862
CONTROL POINT 178 (MAG NAIL) - O.P.O.T. STA. 10+41.56', -26.96' (L) LINE "B"
C.P. 178 GUILFORD RD.(A)
(B)(C)
(D)LINE "B"AMERICAN LEGION
C.P. 173
(A)(B)
(C)
(D)
GUILFORD RD.
LINE "B"126th ST.(E)(F)
WATERLILY
WAY
(E)(F)
(G)(H)
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'LINE "B"
All R/W and Topo from Line "B" Unless Noted Otherwise
Removal (Pvmt, Sidewalk, Concrete)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
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CHECKED:
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DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 18+25 "B"845
850
855
13
835
830
825
840
845
850
855
EARTHWORK SUMMARY
COMMON EX. = 8,975 CYD*
FILL = 2,785 CYD
FILL +25% = 3,480 CYD
BORROW = 1,235 CYD
*Assume 2,245 CYD useable
Does not include pipe spoils.
Raw Earthwork is calculated by section method up
to the roundabout and then in Civil 3D by
comparing the existing DEM to the Final DEM as
shown on Sheets 43 and 44.
5,103 CYD asphalt pavement removal was
estimated and is included in Common Excavation.
19+0020+0021+0022+0023+0024+0025+00HUNT LAKES OF CARMEL
LLC
TWIN LAKES APARTMENTS
OF CARMEL LLC
NEW BUFFALO
LAND
IMPROVEMENT
JANET PICKERING WALTER
GUILFORD COMMONS LLCPHASE II OF TIMBER RIDGE
HORIZONTAL PROPERTY
REGIME
S. GUILFORD ROAD
Line "B"WATERLILY WAYW. 126th ST.App. Exist. R/W
App. Exist. R/W
(grass)
(grass)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Section LineSection Line(trees)
(trees)
(grass)(conc walk)(grass)
(grass)(asph)(asph)(conc walk)
(asph path)
T.B.M. 473
C.P. 173+29.8, 18.4', 6" Dec.+70.7, 48.9', 12" Dec.+89.1, 41.0', 48" Bush+88.8, 44.6', Yard Light+88.4, 46.2', 48" Bush+90.9, 44.5', 48" Bush+90.9, 42.1', 48" Bush+90.9, 40.0', 48" Bush+79.7, 44.8', 48" Bush+86.8, 42.4', 48" Bush+87.2, 40.1', 48" Bush+61.1, 40.9', PP w/Riser+64.6, 20.1', 6" Dec.+98.0, 20.2', 6" Dec.+70.5, 24.9', 24" Dec.+19.6, 37.9', Tele Box+19.6, 41.1', PP w/Riser+44.5, 41.2', Guy Wire+46.8, 41.5', Guy Wire+54.0, 42.0', Guy Wire+68.2, 50.2', 15" Dec.+84.1, 30.4', Sign (Stop)+87.1, 35.3', Storm M.H.+14.3, 35.2', San. M.H.+17.5, 40.4', Gas Vavle+17.2, 40.6', Gas Vavle+33.3, 39.2',???+46.0, 39.1',???+69.8, 42.5', 24" Stump+47.5, 23.0', 24" Dec.+77.7, 42.5', 24" Dec.+78.7, 45.3', Water Valve+86.6, 47.8', 9" Con.+07.8, 39.8', 18" Con.+19.4, 33.2', San. M.H.+25.2, 45.7', 12" Con.+30.8, 50.5', 15" Con.+53.5, 38.9', 6" Con.+63.6, 43.4', Water Valve+67.9, 47.1', 9" Con.+85.0, 47.3', 12" Con.+95.1, 44.3', 6" Con.+33.3, 46.4', 9" Con.+54.5, 44.5', 9" Con.+55.5, 46.3', 6" Con.+74.6, 34.7', 18" Con.+82.4, 44.1', 12" Con.+89.9, 29.5', Sign+09.8, 29.0', San. M.H.+16.1, 47.8', 15" Con.+37.6, 38.2', 15" Con.+73.2, 30.2', 12" Con.+71.8, 48.3', 18" Con.+98.5, 32.1', 3" Con.+29.6, 17.7',6" Dec.+64.1, 18.4',6" Dec.+93.5, 17.7',6" Dec.+93.7, 48.5',12" Dec.+27.7, 18.1',6" Dec.+63.3, 18.3',6" Dec.+96.9, 17.6',6" Dec.+09.9, 47.6',9" Con.+29.2, 18.7',6" Dec.+63.5, 17.9',6" Dec.+73.4, 29.6',Tele M.H.+78.2, 45.8',6" Con.+94.3, 27.0',???+94.5, 26.6',Guy Wire+99.1, 27.6',???+99.1, 27.4',Guy Wire+01.7, 27.7',???+02.1, 27.9',Guy Wire+04.9, 27.3',???+18.9, 27.9',PP w/Riser+20.8, 27.9',Tele Box+69.8, 15.0',Inlet+85.4, 30.1',Tele Box+92.5, 31.6',3" Con.+11.8, 45.4',48" Bush+17.9, 49.4',1" Dec.+29.7, 39.3',Guy Wire+47.7, 44.3',3" Dec.+73.4, 44.5',3" Dec.+91.0, 27.4',PP w/Riser+06.3, 48.4',6" Dec.+10.3, 41.8',Yard Light+18.1, 48.2',Yard Light+24.1, 39.6',Gas Vavle+25.0, 39.8',Gas Marker+26.5, 44.0',Irr. Valve+69.6, 39.6',Sign (Stop)+59.1, 27.3',Power Pole+64.7, 17.9',Sign (35 MPH)+57.8, 41.1',Irr. ValveN0°01'40"W
P.I. STA: 21+85.45
(No Curve)
N0°06'57"E
12" Pipe1
2
"
P
i
p
e 10" San.12" San.6" San.12" San.
12" San.8" San.Easement
Easement EasementApp. Exist. R/WApp PL(asph path)
App. Exist. R/W
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
Temp R/W
for Drive Const.
Easement
Easement
Easement
+22 "B"
PL(39')
+25 "B"
81'+71 "B"
81'
+71 "B"
PL(39')
12" Pipe
12" PipeStr. No. 23
Str. No. 21
Str. No. 22A
Str. No. 21A
Str. No. 22
Str. No. 27
Str. No. 20 Str. No. 25
Str. No. 26
Str. No. 24
91°7'5"
88°46'54"91°4'29"
89°1'32"
Proposed Grade
Exist. Grade
@ Line "B"
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00844.49844.52844.59844.74844.92845.06845.14845.16845.12844.97844.71844.43844.11843.77843.39843.21843.29843.38843.51843.66843.81843.92843.84843.61843.17842.58841.90841.32840.86840.63840.46840.34844.59844.56844.61844.72844.84844.97845.09845.16845.12844.97844.73844.42844.12843.82843.58843.44843.40843.46843.58843.71843.83843.87843.76843.51843.12842.58842.01841.51841.09840.75840.48840.29PVI STA: 20+25.03
PVI ELEV: 845.34
VCL: 105.00
PVI STA: 23+86.00
PVI ELEV: 844.14
VCL: 130.00
PVI STA: 18+34.69
PVI ELEV: 844.39
VCL: 112.00 PVI STA: 22+00.00
PVI ELEV: 843.20
VCL: 112.00
PVI STA: 25+76.32
PVI ELEV: 839.51
VCL: 250.00
844.59844.56844.61844.72844.84844.97845.09845.16845.12844.97844.73844.42844.12843.82843.58843.44843.40843.46843.58843.71843.83843.87843.76843.51843.12842.58842.01841.51841.09840.75840.48840.2921"∅ PIPE @ 0.30%18"∅ PIPE @ 0.30%
INV. = 835.60
INV. = 836.45
INV. = 835.60
21"
Str. No. 23 Str. No. 27
+22.16
841.42
+39.75
842.51
Std. Ditch Lt.
9" Deep.
5.5%
Str. No. 20
15"∅ PIPE @ 0.50%
+0.51%
+0.50%-1.22%
-2.44%
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(C) MAG W/ WASHER FOUND ON E SIDE OF PP# 300186 UP 1.0', 91.20'
(D) CENTER OF WATER VALVE, 48.50'
(E) CENTER OF GAS VALVE, 60.60'
(F) T.B.M. 473, CUT "X" ON NORTH BONNET BOLT OF HYD, 104.15'
CONTROL POINT 173 (PIN WITH CAP) - O.P.O.T. STA. 21+91.78', 14.97' (R) LINE "B"
N = 47558.1910
E = 60720.0750
(B) ON BC WHERE CONCRETE SIDEWALK EDGE MEETS CURB, 6.00'
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
C.P. 173
(A)(B)
(C)
(D)
GUILFORD RD.
LINE "B"126th ST.(E)(F)
WATERLILY
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'LINE "B"
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 26+00 "B"845
850
855
14
835
830
825
840
845
850
855MATCH LINE 18+25 "B"
27+0028+0029+0030+0031+0032+0033+001802 CONDO LLCJULIE M. WEBB
EQUITY TRUST COMPANY
CUSTODIAN FBO DAVID M.
WALTERS
MICHAEL D. & CAROL L. KEEN
AMARJIT & BALWINDER
KAUR h&w SINGH
CARMEL CLAY SCHOOLS
GUILFORD COMMONS LLC
TWIN LAKES
APARTMENTS
OF CARMEL LLC
S. GUILFORD ROAD
Line "B"
CARMEL CLAY SCHOOLS
HELEN KEEN CT.COLLEGE WAYApp. Exist. R/WApp. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)
(lawn)
(lawn)(lawn)(grass)+01,20'(asph)CHIMNEY ROCK DR.+35,22'(asph)+84,55'(asph)+90,12'(asph)+54,12'(conc)+53,15'(asph)+16,30'(conc.) (asph)+08,44'(asph)+57,16'(asph)(conc)(conc walk)(conc walk)(conc walk)(conc. walk)(conc)(conc walk)(asph. path)
(grass)(grass)
T.B.M. 472
C.P. 172+08.8, 49.0', 18" Con.+19.7, 29.7', 15" Con.+32.0, 40.5', 12" Con.+52.5, 43.4', 18" Con.+72.4, 49.3', 3" Con.+92.6, 47.0', 3" Con.+95.1, 16.4', Sign+16.3, 22.8', Rnd. Inlet+26.7, 30.2', 6" Con.+45.6, 35.9', Water Valve+48.8, 37.5', Water Valve+51.4, 34.6', Water Valve+63.3, 34.5', Water Valve+81.3, 27.4', San. M.H.+83.9, 32.6', Fire Hyd.+85.4, 34.6', Water Valve+83.0, 48.6', 6" Con.+03.2, 21.5', Storm M.H.+31.9, 37.5', Sign+32.5, 37.1', Sign+35.6, 35.7',???+36.8, 38.0',???+39.1, 38.9',???+39.2, 42.2', Power Pole+38.0, 44.2', Tele Box+43.8, 48.9', Sign (Stop)+64.2, 22.9', San. M.H.+50.1, 23.6', Inlet+66.9, 22.2',???+67.3, 24.6', Power Pole+87.7, 39.3', Storm M.H.+76.9, 44.4', Sign (Stop)+15.3, 12.4', San. M.H.+48.0, 46.3', Water Valve+63.6, 41.3', Water Valve+67.2, 44.2', 6" Dec.+00.3, 45.5', 6" Dec.+35.9, 45.8', 6" Dec.+68.4, 44.8', 6" Dec.+70.5, 23.4', Inlet+04.6, 15.9',???+20.5, 26.4',Power Pole+56.7, 24.5',Rnd. Inlet+85.5, 49.8',Irr. Valve+03.1, 47.2',Sq. Inlet+16.7, 28.5',Storm M.H.+13.8, 40.4',Sign (Stop)+22.6, 36.8',Tele Box+36.8, 21.9',Sign+37.1, 24.1',3" Dec.+36.9, 26.0',Sign (25 MPH)+41.6, 30.0',Water Meter+73.8, 20.8',Mailbox+75.0, 45.1',6" Dec.+89.0, 26.4',3" Dec.+05.9, 26.1',PP w/Riser+22.1, 23.0',???+34.9, 23.9',Mailbox+62.3, 37.8',Water Meter+93.0, 24.8',Sign (25 MPH)+86.1, 50.3',18" Dec.+20.1, 48.1',Sign+25.7, 9.5',Water Valve+49.9, 44.3',Sign (Stop)+67.8, 11.7',Mailbox+61.8, 25.7',PP w/Riser+61.7, 28.9',60" Bush+59.5, 42.7',Guy Wire+59.7, 43.8',Guy Wire+70.4, 45.0',15" Con.+03.9, 41.0',Water Meter+28.9, 33.1',3" Dec.+40.2, 43.7',24" Dec.+67.5, 12.9',Gas Marker+66.5, 13.5',Power Pole+69.5, 19.6',Guy Wire+69.6, 23.2',Guy Wire+66.1, 31.0',60" Bush+43.5, 20.9',24" Bush+42.7, 40.9',Yard Light+39.7, 21.3',24" Bush+34.7, 13.9',Sign (W11A-2)+34.9, 21.3',24" Bush+30.3, 21.2',36" Bush+25.4, 21.2',36" Bush+19.0, 12.0',Mailbox+20.3, 21.2',24" Bush+15.5, 21.1',24" Bush+10.6, 21.5',24" Bush+22.4, 49.4',6" Dec.+11.3, 48.0',30" Dec.+05.4, 20.7',24" Bush+00.5, 20.9',24" Bush+94.6, 20.9',24" Bush+89.2, 20.5',24" Bush+83.1, 20.8',24" Bush+78.0, 11.7',Gas Marker+76.4, 21.2',24" Bush+83.9, 41.9',36" Dec.+69.5, 39.4',Power Pole+63.2, 20.0',24" Bush+66.3, 19.5',24" Bush+69.1, 17.5',24" Bush+73.4, 19.3',24" Bush+77.8, 21.5',24" Bush+80.4, 23.2',24" Bush+85.1, 27.2',24" Bush+87.0, 28.5',12" Bush+88.4, 30.7',24" Bush+89.2, 36.3',24" Bush+73.2, 39.4',48" Dec.+01.1, 29.2',Water Valve+98.2, 32.1',Water Valve+96.4, 37.6',Water Valve+90.1, 46.1',24" Bush+90.2, 49.7',24" Bush+33.5, 42.0',Sign (Stop)+36.4, 43.4',Gas Vavle+37.9, 30.3',San. M.H.+46.6, 28.3',Power Pole+62.9, 43.9',30" Dec.+62.9, 43.9',30" Dec.+12.2, 22.4',Mailbox+10.7, 46.1',30" Bush+22.1, 42.4',Water Meter+62.2, 39.8',Guy Wire+63.8, 43.3',96" Bush+73.2, 40.4',PP w/Riser+73.4, 48.5',Guy WireN0°06'57"E
12"
P
i
p
e
18" Pipe(asph. path)12" Pipe12" Pipe
12" Pipe
12" Pipe GRAND BLVD.36" Pipe36" Pipe36" Pipe 24" Pipe
12" Pipe2
4
"
P
i
p
e12" Pipe24" Pipe
10" Pip
e
12" San.12" San.12" San.12" San.24" San.12" San.12" San.
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/W(conc. walk)(conc. walk)
App. Exist. R/W
App PLApp PLApp PLApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PLApp PLApp PLConstr. Limits
Constr. Limits
Constr. Limits Constr. Limits
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
App. Exist. R/W App. Exist. R/W
+38 "B"
PL(41')
+33 "B"
51'
+33 "B"
81'+78 "B"
81'
+77.82 "B"
51'
+73 "B"
PL(41')
+81 "B"
PL(39')
+PL(+21.99 )"B"
81'
+81 "B"
81'
Str. No. 41
Str. No. 40
Str. No. 34
Str. No. 39
Str. No. 33Str. No. 38
Str. No. 45
Str. No. 32
Str. No. 37
Str. No. 42
Str. No. 44
Str. No. 29A
Str. No. 30
Str. No. 29
Str. No. 30A
Str. No. 28
12"
San
.
Proposed Grade
26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00840.34840.25840.15840.25840.38840.39840.58840.84841.14841.56841.92842.21842.32842.33842.36842.35842.37842.42842.52842.66842.84843.03843.20843.32843.32843.14842.67842.19841.59840.76840.01839.32840.29840.18840.15840.19840.31840.47840.64840.80840.96841.12841.29841.45841.61841.77841.94842.10842.26842.42842.59842.75842.91843.07843.23843.30843.23843.01842.65842.16841.52840.80840.14839.54PVI STA: 32+25.73
PVI ELEV: 843.73
VCL: 160.00
PVI STA: 25+76.32
PVI ELEV: 839.51
VCL: 250.00
840.29840.18840.15840.19840.31840.47840.64840.80840.96841.12841.29841.45841.61841.77841.94842.10842.26842.42842.59842.75842.91843.07843.23843.30843.23843.01842.65842.16841.52840.80840.14839.54 PIPE @ 0.30%24"∅ PIPE @ 0.30%24"∅ PIPE @ 0.30%
24"∅ PIPE @ 0.30%INV. = 835.20
INV. = 834.73 INV. = 834.20
INV. = 833.21INV. = 834.20
INV. = 835.20 INV. = 834.73
21"∅ PIPE @ 0.30%
Str. No. 38 Str. No. 41
Str. No. 45
24"∅ PIPE @ 0.30%
Str. No. 31 Std. Ditch Rt.
(In Utility Strip)
1.5' Deep.
Std. Ditch Rt.
(In Utility Strip)
1.53' Deep.
+75
840.78
-2.97%+0.65%
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(C) MAG W/ WASHER FOUND ON E SIDE OF PP# 300186 UP 1.0', 91.20'
(D) CENTER OF WATER VALVE, 48.50'
(E) CENTER OF GAS VALVE, 60.60'
(F) T.B.M. 473, CUT "X" ON NORTH BONNET BOLT OF HYD, 104.15'
CONTROL POINT 173 (PIN WITH CAP) - O.P.O.T. STA. 21+91.78', 14.97' (R) LINE "B"
N = 47558.1910
E = 60720.0750
(B) ON BC WHERE CONCRETE SIDEWALK EDGE MEETS CURB, 6.00'
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
C.P. 173
(A)(B)
(C)
(D)
GUILFORD RD.
LINE "B"126th ST.(E)(F)
WATERLILY
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'LINE "B"
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 33+75 "B"845
850
855
15
835
830
825
840
845
850
855MATCH LINE 26+00 "B"
34+0035+0036+0037+0038+0039+0040+0041+00FRANK ANTHONY & KAREN
S. RUTKKOWSKI
RYAN D.
MCHOME CARRIE E.
STOCK
DAVID M. & ANGELA E.
CONCANNON
PAUL J. MILLER
S. GUILFORD ROAD
Line "B"
CARMEL 2002 SCHOOLS
BUILDING CORPORATION
(concrete sl
o
p
e
w
a
l
l
)EMERSON RD.App. Exist. R/W App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)(lawn)
(asph. path)+45,10'(asph)+16,30'(asph)+24,19'(asph)+82,24'(asph)(grass)
(grass)+10,17'(asph)(grass)+68,35'(asph)+63,30'(asph)(conc. walk)(conc. walk)
(conc. walk)
(conc. walk)
(grass)(conc. walk)(asph. p
a
t
h
)
(grass)
T.B.M. 471
C.P. 171+03.3, 44.3', 6" Dec.+37.1, 43.8', 6" Dec.+63.0, 23.3', Inlet+70.3, 44.6', 6" Dec.+49.5, 39.7', Rnd. Inlet+67.1, 41.9', Sign (Stop)+59.0, 48.0', Tele Box+68.6, 41.7', 24" Dec.+95.4, 43.0', 6" Dec.+18.5, 42.0', 6" Dec.+43.7, 42.1', 6" Dec.+93.7, 41.5', 18" Dec.+15.7, 22.9', Inlet+20.6, 21.7', San. M.H.+45.9, 23.3', Inlet+19.8, 41.8',Water Meter+30.3, 24.6',Mailbox+62.4, 23.7',Water Valve+62.4, 25.3',Fire Hyd.+74.3, 23.3',Mailbox+08.8, 41.4',Water Meter+16.5, 170.1',12" Con.+51.4, 39.4',PP w/Riser+98.9, 41.2',Water Meter+06.7, 24.2',Mailbox+37.6, 29.8',San. M.H.+43.9, 25.3',Sign (25 MPH)+56.4, 45.3',24" Dec.+86.5, 41.2',Water Meter+91.2, 45.3',18" Dec.+95.9, 24.0',Mailbox+39.3, 38.9',Power Pole+73.2, 49.0',Water Meter+15.8, 24.6',Sign (W11A-2)+30.5, 48.1',9" Con.+48.4, 24.7',Water Valve+79.9, 32.6',Inlet+79.1, 43.6',Sign (Stop)+83.1, 39.5',PP w/Light+12.4, 27.2',Fire Hyd.+50.0, 23.9',Water Valve+70.9, 25.3',3" Dec.+26.2, 38.5',Power Pole+76.8, 26.1',6" Dec.+68.2, 40.7',9" Con.+58.7, 48.8',6" Con.+00.4, 23.8',Water Valve+06.4, 26.1',1" Dec.+37.4, 23.1',Sign (30 MPH)+44.7, 42.7',9" Con.+09.0, 42.8',6" Con.+47.4, 32.3',Inlet+34.8, 37.7',PP w/RiserN0°06'57"E10" Pip
e
24" Pipe
1
8
"
P
i
p
e
15" Pipe15" Pipe
12" Pi
p
e
24" Pipe
24" Pipe
12" Pipe
24" Pipe
24" Pipe12" Pipe?
?
"
P
ip
e
24" Pipe
24" Pip
e
24"
P
i
p
e
24"
P
i
p
e
24" Pipe
24" Pipe
12" Pipe108" CMP12" Pipe
(Conc. P.S.D.)
15" Pipe
15" Pipe
12" Pipe12" Pipe (conc. walk)CARMEL CLAY SCHOOLS
+16.2, 52.0', Rnd. Inlet+60.6, 52.3', F/O Box+98.1, 53.4', 6" Dec.+44.8, 71.6', Inlet+46.2, 55.2', Storm M.H.+17.7, 71.4', Inlet+91.9, 71.4', Inlet+93.1, 57.5', Storm M.H.+19.1, 54.2', Elec. Box+38.3, 52.9', Sign (Stop)+39.0, 59.2', Light Pole+53.1, 80.9', Inlet+16.4, 103.9', Rnd. Inlet+28.8, 36.8', Storm M.H.+49.9, 32.9', San. M.H.+58.1, 39.5', Rnd. Inlet+79.8, 71.3', Inlet+87.1, 51.1', 30" Dec.+21.9, 55.5',San. M.H.+32.2, 40.1',Pipe End Sect.+32.2, 55.5',San. M.H.+29.6, 60.7',San. M.H.+35.4, 28.6',Pipe End Sect.+19.2, 63.1',San. M.H.12" San.
12" San.8" San.8" San.12" San.
12" San.
WILSON VILLAGE
CONDOMINIUMSApp PLApp PLApp. Exist. R/W
App PLApp PLApp PLConstr. Limits
(conc.)App. Ex
ist.
R/W
Constr. Limits
Constr. Limits
Constr. Limits
R/W
R/WR/WR/WR/W
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
R/W R/W
App. Exist. R/W App. Exist. R/WApp. Exist. R/W
Constr. Limits
+60 "B"
PL(40')
+60 "B"
75'
+04 "B"
75'
+04 "B"
46'
+11 "B"
PL(40')
+11 "B"
45'
+36 "B"
PL(50')
+36 "B"
91'
+02 "B"
91'
+02 "B"
PL(50')
+81 "B"
50'+81 "B"
PL(40')
+85 "B"
PL(50')
+85 "B"
62'+29 "B"
62'
+29 "B"
PL(50')
+26 "B"
PL(40')
+26 "B"
93'
+58 "B"
93'
+81 "B"
57'
+03 "B"
PL(40')
+13 "B"
68'
+30 "B"
PL(40')
+21.50 "B"
PL(40')
+21.56 "B"
53'
+97.96 "B"
53'
+98 "B"
PL(40')
+35.82 "B"
PL(40')
+35.82 "B"
57'
+12.22 "B"
57'
+12.32 "B"
PL(40')+98.73 "B"
PL(40')
+98.79 "B"
53'
+75.19 "B"
53'
+75.23 "B"
PL(40')
+50.89 "B"
PL(40')
+50.94 "B"
50'
+37.04 "B"
50'
+37.06 "B"
PL(40')
Temp R/W
for Clearing and
Grading
+03 "B"
74'
+72 "B"
81'
+61.83 "B"
87'
Str. No. 47B
Str. No. 48
Str. No. 47
Str. No. 46
Str. No. 54 Str. No. 61 Str. No. 66
Str. No. 50
Str. No. 53
Str. No. 49
Str. No. 58
Str. No. 55
Str. No. 57
Str. No. 67
Str. No. 65
Str. No. 62 Str. No. 62A
Str. No. 60A
Str. No. 60
Str. No. 64
Str. No. 51 Str. No. 56
Str. No. 52
Str. No. 63
Str. No. 47A
Str. No. 56A
Proposed Grade
Exist. Grade
@ Line "B"
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00839.32838.62838.15837.77837.53837.34837.24837.16837.11837.05837.00836.94836.84836.75836.66836.58836.50836.44836.38836.29836.19836.11836.01835.98836.05836.06836.07836.25836.50836.90837.30837.88839.54839.02838.56838.16837.83837.57837.37837.24837.16837.07836.99836.91836.83836.74836.66836.58836.50836.41836.33836.25836.17836.08836.04836.05836.12836.24836.42836.65836.93837.27837.66838.11PVI STA: 34+30.87
PVI ELEV: 837.63
VCL: 250.00 PVI STA: 40+69.50
PVI ELEV: 835.52
VCL: 350.00
839.54839.02838.56838.16837.83837.57837.37837.24837.16837.07836.99836.91836.83836.74836.66836.58836.50836.41836.33836.25836.17836.08836.04836.05836.12836.24836.42836.65836.93837.27837.66838.1127"∅ PIPE @ 0.30%27"∅ PIPE @ 0.30%27"∅ PIPE @ 0.30%18"∅ PIPE @ 0.30%
INV. = 832.27 INV. = 831.80 INV. = 831.38
INV. = 832.80 INV. = 832.27 INV. = 831.80
18"∅ PIPE @ 0.30%
24"∅ PIPE @ 0.30%
Str. No. 48 Str. No. 54 Str. No. 58
Str. No. 61
Str. No. 66
Std. Ditch Rt.
(In Utility Strip)
2.3' Deep.
Std. Ditch Rt.
(In Utility Strip)
2.3' Deep.
+70
835.98
+50
834.37
-2.0%
Std. Ditch Rt.
(In Utility Strip)
1.53' Deep.
Str. No. 47B
+90.69
837.84
-0.33%
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
(A) CUT "X" ON EAST EDGE OF RIM OF MH, 34.65'
(B) MAG NAIL SET ON NORTH SIDE OF PP #186034 UP 1.0', 49.95'
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
N = 48483.4849
E = 60686.5859
CONTROL POINT 172 (MAG NAIL) - O.P.O.T. STA. 31+17.00', -20.39' (L) LINE "B"
(A) MAG W/ WASHER FOUND ON W SIDE OF PP# 300184 UP 1.0', 99.79'
(B) MAG W/ WASHER FOUND ON W SIDE OF PP# 300185 UP 1.0', 74.02'
(A) MAG NAIL ON W SIDE OF POWER POLE #300216 UP 1.0', 64.66'
(B) CENTER OF WATER VALVE, 60.50'
(C) CUT "X" ON EAST EDGE OF NORTH SAN MH, 51.77'
(D) T.B.M. 400, CUT "X" ON NNW BONNET BOLT OF HYD, 99.98'
N = 49366.6736
E = 60687.5396
CONTROL POINT 171 (MAG NAIL) - O.P.O.T. STA. 40+00.19', -21.22' (L) LINE "B"
C.P. 171
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"EMERSONCARMEL MIDDLE SCHOOL
C.P. 172
(A)
(B)
(C)(D)
GUILFORD RD.
LINE "B"
COLLEGE
CARMEL MIDDLE SCHOOL
WAY
(A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 41+50 "B"845
850
855
16
835
830
825
840
845
850
855MATCH LINE 33+75 "B"
42+0043+0044+0045+0046+0047+0048+0049+00SHOTZIE LLCAUBREY S. & JANIE D.
NARAINE
MAIN & GUILFORD PLAZA
LLC
MIG GUILFORD RESERVE
LLC
S. GUILFORD ROAD
Line "B"DRUID HILL DR.WILSON TERRACE CT.W. MAIN ST.CARMEL CLAY SCHOOLS
MATT D.
MITCHEL
App. Exist. R/W
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County+22,33(asph)(conc. walk)
(grass)
(grass)
(conc. walk)
(grass)
(grass)
(grass)
(bushes)
(grass)+96,22'(asph)+42,16'(asph)+14,24'(asph)(conc. walk)(conc. walk)
(conc. walk)
(conc. walk)
(grass)
(grass)
ALTA JANE ROTHFUSS
TRUSTEE OF ALTA JANE
ROTHFUSS REV TRUST Line "S-1-B"C.P. 170T.B.M. 471
N0°06'57"E N1°29'20"EN88°49'50"EN88°57'59"E15" Pipe
(bushes)(bushes)GUILFORD TRAIL DR.(conc. walk
)
P.I. STA: 48+20.44
(No Curve)
(Face of Exist. Bldg.)(conc. walk)(grass)(conc. walk)+50.3, 39.1', RR Spike SetT+75.3, 48.1', 36" Dec.+98.3, 19.6', Sign (25 MPH) begin school zone+00.6, 35.4', Guy Wire+00.5, 37.6', Guy Wire+12.0, 37.9', 6" Dec.+99.0, 23.2', Flashing Sig. Pole, School Zone 25 mph+00.1, 50.7', Power Pole+39.5, 22.6', 3" Dec.+66.7, 23.3', 3" Dec.+77.0, 28.9', San. M.H.+93.3, 23.7', 3" Dec.+05.5, 25.8', Sign+21.4, 23.5', 3" Dec.+58.3, 27.6', Rock+74.4, 52.0', Water Valve+77.6, 55.0', Water Valve+81.5, 57.0', Water Valve+93.0, 28.0', San. M.H.+57.5, 24.8', Middle of Sign in Mulch+89.4, 39.6', 36" Bush+93.8, 27.9', 3" Dec.+95.8, 39.6', PP w/Riser+46.0, 28.3', 3" Dec.+70.5, 28.0', 3" Dec.+90.0, 28.3', 3" Dec.+05.1, 28.5', 3" Dec.+19.7, 30.6', 3" Dec.+31.9, 40.8', Cor. Bldg.+37.2, 42.3', Cor. Bldg.+57.7, 63.7', Cor. Bldg.+47.2, 8.0', Detector+47.9, 30.8', Rnd. Inlet+61.3, 32.1', Signal Pole+66.6, 26.3', Traf. M.H.+74.1, 36.5', 3" Dec.(mulch/shrubs)+77.8, 78.1', Water Valve+91.4, 78.2', Rnd. Inlet+82.1, 93.5', 3" Dec.+99.6, 20.8', Water Valve+00.3, 27.8', Water Valve+52.1, 41.1', Signal Pole+60.8, 11.1', Detector+65.4, 57.6', Irr. Valve+67.1, 40.7', PP w/Riser+74.3, 49.5', Sign+81.9, 44.2', 72" Bush+88.0, 41.8', 72" Bush+13.4, 41.1', 12" Dec.+99.1, 41.8', 3" Dec.+82.9, 47.1', 2 Guy Wires+06.3, 70.9', Light Pole(shrubs/mulch)+87.5, 62.7', Pipe End Sect.+53.0, 57.5',6" Dec.+60.3, 43.4',Sprinkler Head+60.5, 44.6',Sprinkler Head+67.9, 45.8',48" Bush+71.4, 24.5',Water Meter+71.6, 40.4',Sprinkler Head+93.5, 43.8',24" Dec.+29.5, 45.6',24" Dec.+35.2, 45.3',3" Con.+41.2, 45.6',3" Con.+48.0, 45.5',3" Con.+51.3, 46.5',3" Con.+65.9, 42.1',6" Con.+77.1, 44.4',9" Con.+69.9, 38.1',Tele Box+86.3, 37.8',PP w/Light+93.6, 36.2',Mag Nail Fnd+97.1, 58.9',9" Dec.+48.4, 26.5',Street Sign+71.5, 15.9',Sign, End Sch. Zn.+48.0, 51.1',Sign in Mulch w/shrubs+94.7, 41.8',Tele Box+77.8, 31.0',San. M.H.+27.8, 48.9',Irr. Valve+31.0, 54.0',30" Dec.+94.5, 54.6',30" Dec.+58.3, 41.4',9" Con.+70.9, 42.1',9" Con.+95.9, 40.7',9" Con.+66.2, 24.7',Water Valve+80.2, 22.2',Water Valve+83.4, 38.3',PP w/Riser+25.1, 38.0',PP w/Riser+40.7, 30.2',San. M.H.+50.1, 41.4',9" Con.+67.1, 51.2',48" Bush+77.9, 24.5',Water Valve+76.0, 50.5',Sign (No Outlet)+83.4, 47.4',Gas Vavle+95.0, 34.1',Mag Nail Fnd+15.7, 52.0',Sign in Mulch/Shrubs+25.2, 28.9',RR Spike SetT+30.9, 37.5',PP w/Light+33.0, 49.6',Sq. Inlet+66.2, 26.3',Fire Hyd.+54.1, 42.1',3" Dec.+52.9, 50.0',24" Bush+54.3, 47.3',24" Bush+54.4, 52.6',24" Bush+61.0, 47.2',12" Dec.+61.7, 51.8',18" Dec.+90.1, 37.9',Sprinkler Head+91.5, 55.3',24" Dec.+11.0, 54.8',24" Dec.+99.5, 39.9',Water Meter+20.5, 39.0',PP w/Riser+30.7, 17.4',Water Valve+39.4, 38.2',Guy Wire+44.5, 38.0',Guy Wire+46.3, 38.0',Guy Wire+49.7, 38.6',Guy Wire+49.7, 40.0',Sprinkler Head+77.3, 35.6',Tele M.H.+72.8, 10.7',Detector+89.9, 30.9',Gas Marker+98.6, 25.5',Water Valve+86.5, 30.8',San. M.H.+01.4, 47.8',Signal Pole+56.7, 44.6',Power Pole+60.7, 35.2',Signal Pole+17.7, 43.7',9" Dec.12" Pipe12" Pipe12" Pipe12" Pipe(bldg.)
(Face of Exist. Bldg.)1+002+00
Line "C"
12" San.8" San.12" San.
8" San.8" San.8" San.12" San.12" San.12" San.6" San.6"WILSON
VILLAGE
CONDOMINIUMS
WILSON
VILLAGE
CONDOMINIUMS
GUILFORD
TRAIL
TOWNHOMESApp PLApp PLApp. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp PL
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
+40.0, 36.1',Traf. M.H.R/W
R/W
R/W
R/
W
R/W
R
/W
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
App. Exist. R/W
+PL(+19.47 )"B"
50'
+70 "B"
75'
+20 "B"
75'
+20 "B"
PL(40')
+70 "B"
PL(40')
+PL(+19 )"S-1-B"
50'
+08 "B"
PL(40')
+02 "B"
49'
+88 "S-1-B"
40'
+PL(+12 )"S-1-B"
30'
+99 "B"
PL(40')
+99 "B"
75'+53 "B"
75'
+53 "B"
PL(40')
+29.97 "B"
PL(40')
+30 "B"
53'
+54 "B"
50'
+54 "B"
PL(40')
+54 "B"
53'
+12 "B"
50'
+43 "B"
60'
+12 "S-1-B"
PL(42')
+12 "S-1-B"
49'
Do Not
Disturb Sign
Str. No. 77
Str. No. 78 Str. No. 82
Str. No. 80 Str. No. 81
Str. No. 83
Str. No. 71
Str. No. 73
Str. No. 72Str. No. 68
Str. No. 70
Str. No. 69
Str. No. 75
Str. No. 76
SEE THE PROFILES AND SPOT ELEVATION SHEETS FOR ROUNDABOUT GRADES
Proposed Grade
Exist. Grade
@ Line "B"
42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00837.88838.46839.12839.80840.45841.09841.70842.33843.01843.68844.36845.04846.02846.93847.57848.21848.87849.53850.13850.50850.74850.82850.81850.72850.63850.68850.63850.58850.35850.24850.16850.19838.11838.62839.18839.79840.46841.14841.82842.50843.19843.87844.55845.24845.92846.60847.29847.97848.65849.22849.65849.95850.12PVI STA: 46+04.79
PVI ELEV: 850.15
VCL: 125.00
838.11838.62839.18839.79840.46841.14841.82842.50843.19843.87844.55845.24845.92846.60847.29847.97848.65849.22849.65849.95850.1212"∅ PIPE @ 0.50%
12"∅ PIPE @ 2.05%
INV. = 845.18
INV. = 836.16
INV. = 831.97
INV. = 840.06
18"∅ PIPE @ 0.30%
Str. No. 68
Str. No. 71
Str. No. 77
12"∅ PIPE @ 2.25%
Str. No. 75
Std. Ditch Rt.
(In Utility Strip)
2.3' Deep.+61.21
838.49
+2.73%
+0.00%
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
(C) CUT NOTCH ON W SIDE OF PED CROSSING PIC POST UP 1.0', 38.37'
(D) T.B.M. 411, SET RR SPIKE ON W SIDE OF PP# 185562 UP 1.0', 60.27'
CONTROL POINT 175 (MAG NAIL FLUSH) - O.P.O.T. STA. 50+77.44', -27.22' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON S FACE PP# 300667, 61.38'
(B) CENTER OF GAS VALVE IN WALK, 10.85'
(C) MAG NAIL FND UP 1.0' ON E FACE PP# 086533, 33.87'
(D) MAG NAIL SET UP 1.0' ON N FACE PP# 300669, 76.66'
LINE "B"(A)
(B)
(C)(D)
C.P. 175
N = 50444.4976
E = 60689.8885
(A) MAG NAIL ON W SIDE OF POWER POLE #300216 UP 1.0', 64.66'
(B) CENTER OF WATER VALVE, 60.50'
(C) CUT "X" ON EAST EDGE OF NORTH SAN MH, 51.77'
(D) T.B.M. 400, CUT "X" ON NNW BONNET BOLT OF HYD, 99.98'
N = 49366.6736
E = 60687.5396
CONTROL POINT 171 (MAG NAIL) - O.P.O.T. STA. 40+00.19', -21.22' (L) LINE "B"
C.P. 171
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"
GUILFORD RD.
SHELL
EMERSONCARMEL MIDDLE SCHOOL
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840 MATCH LINE 49+25 "B"845
850
855
17
835
830
825
840
845
850
855MATCH LINE 41+50 "B"
50+0051+0052+0053+0054+0055+00MATT D.
MITCHEL
N. GUILFORD ROAD
Line "B"
SHOTZIE LLC
+29,18'(conc)+21,32'(asph)+54,19'(asph)+80,16'(asph)(conc. walk)
(conc. walk)
(grass)
(trees/brush)
(grass)(grass)(grass)
STANLEY A.
& ANGELA D.
HUNNICUTT
MELNICHEK,
VLADIMIR &
TATIANA
FRANK B. DIXON
AMERICAN LEGION
POST 155
C.P. 175 C.P. 176
N1°29'20"E
END PROJECT
50+39.01 "B"
(shrubs/mulch)+42.4, 42.8', 3" Dec.+55.4, 40.6', Guy Wire+58.4, 40.8', Guy Wire+68.1, 41.1', PP w/Riser+94.0, 49.8', Monitoring Well+41.5, 34.1', Water Valve+42.7, 50.8', Water Valve+44.2, 50.8', Fire Hyd.+46.3, 41.8', PP w/Riser+58.0, 43.1', Guy Wire+61.9, 43.5', Guy Wire+65.6, 43.3', Guy Wire+74.9, 37.8', Gas Vavle+13.7, 21.7', Guy Wire+19.7, 22.1', Guy Wire+22.8, 22.0', Guy Wire+39.1, 22.3', Power Pole+96.8, 23.2', Power Pole+58.2, 28.1', Power Pole+47.7, 12.0',Mailbox+21.3, 24.7',Power Pole+29.2, 10.9',24" Stump+72.2, 8.9',Mailbox+76.8, 10.0',Gas Vavle+82.8, 33.4',24" Dec.+09.0, 9.6',24" Stump+39.4, 7.7',Sign (35 MPH)+40.9, 8.6',18" Dec.+40.6, 33.3',Water Valve+42.9, 26.7',San. M.H.+62.1, 7.0',Mailbox+64.0, 7.1',Mailbox+03.7, 17.8',12" Dec.+42.0, 17.4',12" Dec.+79.2, 15.6',12" Dec.+97.0, 34.3',12" Dec.+18.1, 15.0',12" Dec.12" Pipe
END INCIDENTAL
CONSTRUCTION
50+63.54 "B"
App. Exist. R/W
App. Exist. R/W
App PLApp PLApp PLApp PLConstr. Limits
Constr. Limits
Temp R/W
for Drive Const.
+PL(+19 )"S-1-B"
+64 "B"
PL(30')
+58.66 "B"
PL(32')
+60.79 "B"
35'
+38.52 "B"
50'+31.58 "B"
PL(40')
50+00 51+00 52+00 53+00 54+00 55+00850.27850.35850.40850.44850.59850.80850.95850.97850.99851.03851.15851.27851.35851.32851.12850.90850.60END PROJECT
STA. 50+39.01 "A"
ELEV. = 850.75
All R/W and Topo from Line "B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
CONTROL POINT 176 (PIN WITH CAP) - O.P.O.T. STA. 53+43.61', -31.96' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON WEST FACE OF PP# 086951, 14.85'
(B) CENTER OF SAN MH, 53.35'
(C) MAG NAIL SET UP 1.0' ON N FACE OF PP# 201145, 167.00'
(D) T.B.M. 476, CUT X ON SSE BONNET BOLT OF HYD
(A)
(B)
(C)
C.P. 176
N = 50710.6996
E = 60692.0669
CONTROL POINT 175 (MAG NAIL FLUSH) - O.P.O.T. STA. 50+77.44', -27.22' (L) LINE "B"
(A) MAG NAIL SET UP 1.0' ON S FACE PP# 300667, 61.38'
(B) CENTER OF GAS VALVE IN WALK, 10.85'
(C) MAG NAIL FND UP 1.0' ON E FACE PP# 086533, 33.87'
(D) MAG NAIL SET UP 1.0' ON N FACE PP# 300669, 76.66'
LINE "B"(A)
(B)
(C)(D)
C.P. 175
N = 50444.4976
E = 60689.8885
DRIVEGUILFORD RD.
SHELL
LINE "B"
GUILFORD RD.
(D)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-B.dwgDATE/USER: 7/20/2018 4:25 PM / AwolfPLAN AND PROFILE
LINE "B"
1"=30'
1"=5'
835
830
825
840
845
850
855
18
835
830
825
840
845
850
855MATCH LINE 49+25 "B"
AUBREY S. &
JANIE D.
NARAINE
TERESA ANN
KANE
MAIN &
GUILFORD
PLAZA LLC N. GUILFORD ROADLine "B"MATT D.
MITCHEL
(grass)(conc. walk)(conc. walk)+29,18'
(conc)(conc. walk)(grass)(grass)SHOTZIE LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
W. MAIN ST.
SEAN
SUTTON &
KAREN
VONKAMECKE
ALTA JANE
ROTHFUSS
TRUSTEE OF
ALTA JANE
ROTHFUSS
REV TRUST ROSALIE M.
DAVENPORT
AMANDA L.
GILL
SANDRA JO
WILSON &
KELLY M.
SEYER
MARILYN K.
MELANGTONJAMES &
PAULA S.
QUINN
Line "S-1-B" & Section Line 8+007+009+0011+0012+0013+00App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W+79,32'(asph)(asph)
(awning)
(conc walk)
(grass)
(conc walk)
(grass)
(conc walk)
(conc walk)
T.B.M. 471
C.P. 170+26.3, 28.8', Inlet+29.9, 33.3', Rnd. Inlet+42.4, 28.5', Monitoring Well+27.2, 26.8', Sign (W11A-2)+53.1, 37.7', Monitoring Well+56.4, 39.9', Irr. Valve+65.6, 48.7', Fire Hyd.+44.5, 47.6', Irr. Valve+60.4, 33.5', Signal Pole+61.5, 48.5', PP w/Riser+90.8, 40.8', Detector+37.0, 18.0', Traf. M.H.+46.2, 34.2', Power Pole+16.8, 36.7', 6" Dec.+47.0, 38.0', Water Meter+71.3, 21.0', Mailbox+73.1, 37.8', Yard Light+97.1, 18.5', Power Pole+96.6, 19.0',???+01.9, 14.1', Inlet+04.2, 20.0', Sign Carmel Hospitality+47.5, 5.3', Detector+41.5, 30.3', 6" Con.+42.3, 40.9', 3" Con.+61.4, 25.0', 6" Dec.+76.2, 22.8', Water Meter+19.4, 12.3', Inlet+23.4, 39.8', 12" Dec.+46.3, 31.3', Sign (Stop)+52.7, 34.6',San. M.H.+84.2, 27.3',Sign (30 MPH)+38.9, 44.3',Water Meter+49.2, 24.4',Traf. M.H.+53.5, 33.6',Elec. Box conc+46.7, 49.0',6" Dec.+51.9, 46.6',Gas Vavle+51.5, 46.7',Gas Marker+04.9, 41.0',6" Dec.+14.9, 28.6',Rnd. Inlet+31.8, 40.0',3" Dec.+48.6, 40.0',Fire Hyd.+63.5, 19.3',Water Valve+58.6, 39.2',6" Dec.+81.6, 38.1',3" Dec.+51.7, 34.9',San. M.H.+78.8, 20.3',Water Valve+71.7, 19.5',Water Valve+62.5, 45.5',3" Dec.+21.2, 27.3',Rnd. Inlet+21.0, 40.9',Curb Stop+21.0, 40.8',Water Valve+05.2, 36.7',3" Dec.+05.7, 37.1',3" Dec.+09.7, 47.8',Detector+25.1, 22.3',Water Valve+30.3, 31.1',Gas Marker+30.1, 34.6',San. M.H.+34.7, 43.9',Tele M.H.+47.4, 20.0',Signal Pole+73.3, 27.1',36" Dec.+30.8, 23.9',12" Con.+35.6, 21.8',6" Con.+52.3, 41.4',Tele M.H.+58.0, 18.7',12" Dec.+67.7, 18.5',12" Dec.+73.1, 17.7',18" Dec.+95.8, 17.0',Power Pole+95.8, 25.2',Guy Wire+32.1, 18.6',36" Stump+34.2, 18.5',6" Dec.+52.5, 19.0',24" Stump+64.9, 19.9',18" Dec.+96.7, 19.4',18" Dec.+93.1, 49.9',3" Dec.+18.2, 46.6',Light Pole+29.3, 45.7',12" Dec.+46.9, 45.2',60" Bush+87.2, 49.1',12" Con.+80.5, 36.0',Gas Marker+60.9, 44.2',24" Dec.+57.5, 34.6',Water Valve+51.6, 49.6',12" Dec.+95.0, 42.7',Sprinkler HeadN88°49'50"E N88°57'59"E
N0°06'57"EN1°29'20"EP.I. STA: 10+00.00
(No Curve)
BEGIN INCIDENTAL
CONSTRUCTION
6+84.00 "S-1-B"
BEGIN CONSTRUCTION
8+21.00 "S-1-B"
END PROJECT
12+19.00 "S-1-B"
END INCIDENTAL
CONSTRUCTION
12+30.00 "S-1-B"
1
2
"
P
i
p
e
12" Pipe
12" Pipe
15" Pipe
15" Pipe15" Pipe
15" Pipe12" Pipe12" Pipe 12" Pipegas pumpgas pumpgas pumpgas pump(conc)+66.6, 58.4',Signal Pole12" Pipe
(31 shrubs/mulch)+72.5, 53.2',Traf. M.H.+67.6, 71.9',Rnd. Inlet(conc. walk)(conc. walk)(17 shrubs/mulch)+98.0, 87.8', Bollard+01.6, 85.8', Bollard+24.0, 87.9', Bollard+27.5, 85.7', Bollard+50.0, 87.8', Bollard+75.9, 87.8', Bollard+79.4, 85.7', Bollard+54.0, 80.7', Monitoring Well+03.7, 62.3', Monitoring Well+05.7, 62.3', Monitoring Well+10.8, 83.3', Monitoring Well+42.7, 70.5',Brick Gas Sta. Sign+53.0, 56.1', Sign+55.8, 64.6', 2 Guy WiresLine "C"2+001
+
0
0
12" San.12" San.12" San.6"
S
a
n
.
12" Pipe
(shrubs/mulch)(shrubs/mulch)App. Exist. R/WApp. Exist. R/W
App. Exist. R/WConstr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
App PLApp PLApp PLApp PLApp PLApp PLApp PLApp PLApp. Exist. R/W10+00R/W
Temp R/W
for Drive Const.
R
/W
Temp R/W
for Drive Const.R/W
R/W
R/WR/WR/W+12 "B"
50'
+43 "B"
60'
+12 "S-1-B"
49'
+12 "S-1-B"
42'
+70 "S-1-B"
32'
+95 "S-1-B"
PL(30')
+70 "S-1-B"
40'
+44 "S-1-B"
40'
+44 "S-1-B"
30'
+31.58 "B"
40'
+38.52 "B"
50'
+60.79 "B"
35'
+12 "S-1-B"
30'
+88 "S-1-B"
40'
+02 "B"
49'
+64 "B"
30'
Temp R/W
for Grading
+97 "S-1-B"
PL(42')
+83 "S-1-B"
47'
+34 "B"
47'
+10 "B"
PL(40')
+19 "S-1-B"
PL(50')
+08 "B"
PL(40')
Str. No. 81
Str. No. 80
Str. No. 82
Str. No. 83
Str. No. 84
92°39'31"
88°42'53"91°8'58"
87°28'38"
7+00 8+00 9+00 10+00 11+00 12+00 13+00845.92846.05846.22846.39846.60846.80847.12847.46847.83848.13848.41848.84849.13849.63850.09850.62850.82850.99850.39849.15847.76846.38845.17844.12843.11842.11841.05839.97838.94837.94836.93846.39846.59846.83847.11847.44847.79848.14848.49+0.73%
+1.40%
PVI STA: 7+53.57
PVI ELEV: 846.79
VCL: 96.00
-4.00%-4.00%
BEGIN INCIDENTAL CONSTRUCTION
STA. 6+83.34
ELEV. 846.27
END INCIDENTAL CONSTR.
STA. 12+29.06
ELEV. 842.96
Exist. Grade @
Line "S-1-B"
Proposed Grade
Proposed Grade
847.13846.13845.13844.13843.13BEGIN CONSTRUCTION
STA. 8+21 "A"
ELEV. = 847.77
END CONSTRUCTION
STA. 12+19 "A"
ELEV. = 843.37
SEE THE PROFILES AND SPOT ELEVATION SHEETS FOR ROUNDABOUT GRADES
Str. No. 81
12"∅ Pipe @ 0.51%
Str. No. 80
12"∅ Pipe @ 0.50%
Str. No. 82
12"∅ Pipe @ 0.50%
Str. No. 83
12"∅ Pipe @ 0.50%
Str. No. 84
All R/W and Topo from Line "S-1-B" Unless Noted Otherwise
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve
Gas Meter
Sanitary Cleanout
Water Line
Water Valve
Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser)
Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole
Guy Wire
Electric Box
Fiber Optic Line
Telephone Line
Telephone Manhole
Cable TV Line
Cable TV Box
Telephone Riser
Utility Manhole
Wood Fence
Iron Pin
Sign
Flag Pole
Bush
Tree Trunk
Deciduous Tree
Coniferous Tree
Overhead Utility Line
Wood Fence
Wire Fence
Chainlink Fence
Iron Fence
Irr. Valve
Mailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
TBM #474 - Cut " " on SW Corner of Square Concrete Light Pole
Foundation in Parking Lot at SE Corner of 852 W. Main St.
Sta. 5+10.70 "S-1-B", 93.46'' Lt., Elev. = 847.88'
TBM #471 - Cut "X" on WNW Bonnet Bolt of Fire Hydrant.
Sta. 39+12.52 "B", 26.67' Rt., Elev. = 836.47'
TBM #472 - RR Spike set 1.0' up on W. face of Power Pole
#185-562. Sta. 30+66.56 "B", 12.53' Rt., Elev. = 842.79'
TBM #473 - Cut "X" on N Bonnet Bolt of Fire Hydrant.
Sta. 22+78.42 "B", 42.79' Lt., Elev. = 844.99
TBM #478 -Cut "X" on NNE Bonnet Bolt of Fire Hydrant.
Sta. 11+66.72 "B", 62.69' Rt., Elev. = 845.12'
TBM #470 - Top of NW Corner of Bottom Porch Step
Sta. 47+35.12 "B", 88.05' Rt., Elev. = 852.06'
ORIGINATING BENCHMARK
DESIGNATION - V 42 PID - LB0600
STATE/COUNTY - IN/HAMILTON
USGS QUAD - WESTFIELD (1992)
VERT ORDER - SECOND CLASS 0
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
1.8 MILES SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT WESTFIELD,
HAMILTON COUNTY, 6 1
2 RAILS SOUTH OF CULVERT B-165.1 IN
THE NORTHEAST ANGLE OF A GRAVEL ROAD, 9 YARDS EAST OF
THE EAST RAIL, 6 YARDS NORTH OF THE CENTERLINE OF THE
ROAD, AND ABOUT 3 FEET HIGHER THAN THE RAIL. A STANDARD
DISK, STAMPED V 42 1934 AND SET IN THE TOP OF A CONCRETE
POST PROJECTING ONE-HALF FOOT ABOVE GROUND.
ELEVATION = 884.62 (NAVD 88)
CONTROL POINT 174 (MAG NAIL FLUSH) - O.P.O.T. STA. 4+75.10', -39.34' (R) LINE "S-1-B"
(A) CENTER OF WATER METER, 44.10'
(B) N FACE OF AUTO SPRINKLER POLE UP 0.20', 5.02'
(C) MAG NAIL IN W FACE OF PP #189550 UP 1.0', 101.35'
(D) T.B.M. 474, - SW CRNR OF LIGHT POLE,
W. MAIN
(A)
(B)
(C)
(D)
C.P. 174
N = 50215.4962
E = 60184.8242
LINE "S-1-B"
AMERICAN LEGION (A) MAG NAIL ON NW SIDE OF CONCRETE BASE OF TRAFFIC POLE, 13.34'
(B) CUT "X" ON WEST SIDE OF TELEPHONE MH RIM, 18.82'
(C) MAG NAIL SET ON W SIDE OF PP# 186109 UP 1.0', 69.93'
(D) T.B.M. 470, TOP NW CRNR OF BOTTOM PORCH STEP ON N SIDE OF
HOUSE, 66.85'
N = 50155.7055
E = 60759.1670
CONTROL POINT 170 (MAG NAIL) - O.P.O.T. STA. 10+48.18', 32.05' (R) LINE "S-1-B"
C.P. 170
(A)
(B)
(C)
(D)
GUILFORD RD.
LINE "B"MAIN ST.LINE "S-1-B"A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PP-S-1-B.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldPLAN AND PROFILE
LINE "S-1-B"
1"=30'
1"=5'
835
830
825
840
845
850
855
19
835
830
825
840
845
850
855
Sec. 36, T18N, R3E
Clay Township
Hamilton County15+0016+0017+00HUNT LAKES OF CARMEL LLC
PHASE I OF TIMBER RIDGE
HORIZONTAL PROPERTY REGIME
App. Exist. R/W
(grass)
Sec. 36, T18N, R3E
Clay Township
Hamilton County
(conc walk)(bu
s
h
e
s
)12" PipeEasementApp PLN0°01'40"W
Line "B"
EasementEasement
S. GUILFORD ROAD
App. Exist. R/W
13.4'14.9'8'R
P
Constr. Limits
Constr. Limits
Constr. Limits
BEGIN PROJECT
14+95.30 "B"
(asph)
(asph)
(asph)
App. Exist. R/W
Drainage, Utility and Sidewalk Easement
App. Exist. R/W
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 17+50 "B"20
18+0019+0020+00PHASE II OF TIMBER RIDGE
HORIZONTAL PROPERTY REGIME
App. Exist. R/W
App. Exist. R/W
(grass)
(grass)
(grass)
(conc walk)12" Pipe15" Pipe18" Pipe
Easement
Constr. Limits
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
PHASE I OF TIMBER RIDGE
HORIZONTAL PROPERTY REGIME
HUNT LAKES OF CARMEL LLC
N0°01'40"W
Line "B"
S. GUILFORD ROAD13.7'14.7'8'R
P
Easement
App. Exist. R/W
Constr. Limits
(asph)
Drainage, Utility and Sidewalk Easement
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 20+50 "B"21MATCH LINE 17+50 "B"
21+0022+00NEW BUFFALO LAND IMPROVEMENTW. 126th ST.(grass)Section LineSection Line(trees)
(trees)
(grass)(conc walk)(asph)(asph path)
Street Approach
W=20'
+99
C.P. 173
N0°01'40"W
P.I. STA: 21+85.45
(No Curve)
N0°06'57"E
12" Pipe1
2
"
P
i
p
e 10" San.12" San.EasementApp PL+18+48Constr. Limits
PHASE II OF TIMBER RIDGE
HORIZONTAL PROPERTY REGIME
Sec. 36, T18N, R3E
Clay Township
Hamilton County
Sec. 36, T18N, R3E
Clay Township
Hamilton County
HUNT LAKES OF CARMEL LLC
EasementSec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
TWIN LAKES APARTMENTS OF CARMEL LLC
App. Exist. R/W
Drainage, Utility and Sidewalk Easement
App. Exist. R/W
Easement
S. GUILFORD ROAD
Line "B"App. Exist. R/WApp. Exist. R/W
Constr. Limits
Constr. Limits
14'14'0°8'37"
40' Utility Easement R40'R
K1
15
14
15
PP
R
26
P
13.9'14.4'8'H
19
14
REMOVE
App. Exist. R/W
Str. No. 23, +40 "B"
Manhole 'C-4' with
280' of 18" Pipe
Str. No. 21, +40 "B"
Inlet 'C-15' with
18' of 18" Pipe
Str. No. 22A, +53 "B"
Inlet 'B-15' with
13' of 12" Pipe
Str. No. 21A, +53 "B"
Inlet 'B-15' with
13' of 12" Pipe
Str. No. 22, +40 "B"
Inlet 'C-15' with
17' of 12" Pipe
Str. No. 20, +22 "B"
Inlet 'E-7' with
30' of 15" Pipe
REMOVE
Monument, B
10 Tons Revetment Riprap on
7 Sys. Geotextile, Type 1A
+39D
Easement
Easement14'14'4'14'3'10'21'
ADJUST SAN MH
TO GRADE
F
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/AMATCH LINE 22+75 "B"22MATCH LINE 15+25 "B"
23+0024+0025+00TWIN LAKES APARTMENTS OF CARMEL LLC
GUILFORD COMMONS LLC
S. GUILFORD ROAD
Line "B"WATERLILY WAYSec. 25, T18N, R3E
Clay Township
Hamilton County
(grass)
(grass)(asph)Street Approach
W=26'
+48
T.B.M. 473
+93.1
12" San.6" San.12" San.8" San.App. Exist. R/W
(asph path)
App. Exist. R/W
Constr. Limits
+93.1
+03.1
+53.1
+03.1
Temp R/W
for Drive Const.
12" San.
Constr. Limits
Sec. 25, T18N, R3E
Clay Township
Hamilton County
NEW BUFFALO LAND IMPROVEMENT
Constr. Limits 18'18'18'18'22'12'18'18'8'4'12'12'R4
0
'
R40'
26
R
K1
15 15
15
P
P
26
19 14
14
14
App. Exist. R/W
R5'
R5'
Constr. Limits
App. Exist. R/W
H
F
H(asph path)
+PL(+71 )"B"
39'
+PL(+22 )"B"
39'
+71 "B"
81'
+25 "B"
81'
Str. No. 27, +20 "B"
Manhole 'C-4' with
135' of 21" Pipe
Str. No. 25, +20 "B"
Inlet 'C-15' with
19' of 12" Pipe
Str. No. 26, +20 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 24, +20 "B"
Inlet 'E-7' with
18' of 12" Pipe
D12'12'2'6'4'26'+899'8'4'12'3'10'ADJUST SAN MH
TO GRADE
ADJUST SAN MH
TO GRADE
PROPOSED
Concrete Curb (Barrier)14
15
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
Combined Concrete Curb & Gutter
(Barrier)
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
D HMA For Approaches
(See Typical Sheet for Additional Details)
Mill and OverlayR
Sodding26
16
18
Concrete Center Curb, Type 'D'19
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb RampH
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 25+75 "B"23MATCH LINE 22+75 "B"
27+0028+00AMARJIT & BALWINDER KAUR h&w SINGH
GUILFORD COMMONS LLC
TWIN LAKES APARTMENTS OF CARMEL LLC
(grass)
(lawn)
(grass)
Class I Drive
W = 16'
Conc.
+57(asph)CHIMNEY ROCK DR.+57,16'(asph)Street Approach
W=20'
+01
12"
P
i
p
e
18" Pipe(asph. path)
12" Pipe 12" San.App. Exist. R/W
App PLConstr. Limits +13Constr. Limits +63Constr. Limits
Temp R/W
for Drive Const.
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
S. GUILFORD ROAD
Line "B"
App. Exist. R/W26+0011.5'5'12'12'12'12'22'2'4'8'R10'R20'R4
0
'
R40'
14
14
26
K1
K1
R
14
14
K1
1818
C
F F
19
P 28+00H
H
No Work Required
Adjust Casting to Grade, Storm +56+81 "B"
81'
+PL(+21.99 )"B"
81'
+PL(+81 )"B"
39'
Str. No. 29A, +47 "B"
Inlet 'B-15' with
8' of 12" Pipe
Str. No. 30, +55 "B"
Inlet 'C-15' with
19' of 12" Pipe
Str. No. 29, +55 "B"
Inlet 'C-15' with
19' of 15" Pipe
Str. No. 30A, +47 "B"
Inlet 'B-15' with
8' of 12" Pipe
Replace with Type 4 Casting,
Adjust to Grade
Str. No. 28, +55 "B"
Inlet 'E-7' with
18' of 15" Pipe
+74D
Str. No. 31, +55 "B"
Manhole 'C-4' with
156' of 24" Pipe
8'10'8'4'12'3'10'ADJUST SAN MH
TO GRADE
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/AMATCH LINE 28+00 "B"24MATCH LINE 25+75 "B"
29+0030+0031+00EQUITY TRUST COMPANY CUSTODIAN FBO
DAVID M. WALTERS
MICHAEL D. & CAROL L. KEEN
CARMEL CLAY SCHOOLS
S. GUILFORD ROAD
Line "B"HELEN KEEN CT.(conc. walk)
(asph. path)
(lawn)
(lawn)+35,22'(asph)(asph)+90,12'(asph)(conc)(conc)(conc walk)(conc walk)(conc)
Class I Drive
W = 12'
Conc.
+90
Class I Drive
W = 12'
Conc.
+54
Street Appr.
W=55'
+84
Street Approach
W=22'
+35
(grass)
T.B.M. 472
N0°06'57"E12" Pipe12" Pipe
12" Pipe
GRAND BLVD.36" Pipe36" Pipe 24" Pipe
12" Pipe2
4
"
P
i
p
e 12" Pipe12" San.12" San.App. Exist. R/WApp. Exist. R/W(conc. walk)
App. Exist. R/W
App PL+13+52+45+95Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App PL+84,55'App. Exist. R/W12" San.
App. Exist. R/W(asph. path)(grass)
S. GUILFORD ROAD
AMARJIT & BALWINDER KAUR h&w SINGHApp. Exist. R/W
Constr. Limits
Constr. Limits
Constr. Limits 11.5'5'2'12'22'12'12'12'R40
'
R
4
0
'
R40'R20'R
1
0
'R10'R20'R6'R23'
19
P
F
F
R R
F
15
15
15
D
R
F
C
26
F F F
14
14
D
15
15
CF
App. Exist. R/W28+0031+00Sec. 25, T18N, R3E
Clay Township
Hamilton County
HH
H H
15
19App. Exist. R/W
A
p
p
.
E
x
i
s
t
.
R
/W
K1
REMOVE EXISTING INLET
AND PLUG PIPE
Adjust Casting to Grade
A
p
p
.
E
x
i
s
t
.
R
/W
Str. No. 41, +88 "B"
Manhole 'C-4' with
332' of 24" Pipe
Str. No. 40, +12 "B"
Inlet 'B-15' with
29' of 12" Pipe
Str. No. 34, +17 "B"
Inlet 'B-15' with
70' of 12" Pipe
Str. No. 39, +88 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 33, +48 "B"
Inlet 'C-15' with
41' of 12" Pipe
Str. No. 38, +11 "B"
Manhole 'C-4' with
177' of 24" Pipe
Str. No. 32, +11 "B"
Inlet 'C-15' with
19' of 12" Pipe
Str. No. 37, +11 "B"
Inlet 'B-15' with
19' of 12" Pipe
+35+06P+85Constr. Limits
3'11.5'5'5'30'18'8'
6'8'+43.5
57'9.6'10.5'2'6'4'10'10'ADJUST SAN MH
TO GRADE
(See Typical Sheet for Additional Details)
Mill and OverlayR
Sodding26
16
18
Concrete Center Curb, Type 'D'19
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb RampH
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
(See Typical Sheet for Additional Details)
PROPOSED
Concrete Curb (Barrier)14
15
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
Combined Concrete Curb & Gutter
(Barrier)
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
D HMA For Approaches
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A
25MATCH LINE 28+00 "B"MATCH LINE 31+00 "B"
31+0032+0033+001802 CONDO LLC
CARMEL CLAY SCHOOLS
(conc. walk)
(lawn)
(lawn)+53,15'(asph)(asph)(conc walk)(conc. walk)(conc walk)Class I Drive
W = 15'
Conc.
+53
(asph. path)
Street Approach
W=44'
+08
Street Appr.
W=30'
+16
(grass)C.P. 172
24" Pipe
24" San.12" San.12" San.
(conc. walk)App PLApp PLConstr. Limits+45+69+19+69Constr. Limits
Temp R/W
for Drive Const.
CARMEL CLAY SCHOOLS
App. Exist. R/W
JULIE M. WEBB
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/WApp. Exist. R/WCOLLEGE WAY+16,30'(conc.) (asph)12" San.
(asph. path)
(grass)
(grass)+08,44'1802 CONDO LLC
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W
(lawn)App PLSec. 25, T18N, R3E
Clay Township
Hamilton County
Line "B"
Constr. Limits
Constr. Limits
Constr. Limits
App. Exist. R/W
Constr. Limits11.5'5'11.5'5'2'18'18'22'12'R40'R40'R40'
R4
0
'R20'R1
0
'
15
19
15
C
F
R
K1
K1
15
19
14
K1
F F
F
15
F
26 12'12'12'10" Pi
p
e
24" Pipe
H H
HH
14
REMOVE EXISTING INLET
AND PLUG PIPE
+33 "B"
81'
+78 "B"
81'
+38 "B"
PL(41')
+73 "B"
PL(41')
+78 "B"
48'
+33 "B"
51'
App. Exist. R/W
Str. No. 45, +20 "B"
Manhole 'C-4' with
137' of 24" Pipe
Str. No. 42, +20 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 44, +20 "B"
Inlet 'B-15' with
20' of 12" Pipe+32+1212"
San
.
PP
6'
6'9.6'9.5'40'
44'10'24'5'4'4'
5.7'6'2'3'4'4'ADJUST SAN MH
TO GRADE
ADJUST SAN MH
TO GRADE
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 33+75 "B"26MATCH LINE 31+00 "B"
34+0035+0036+00FRANK ANTHONY &
KAREN S. RUTKKOWSKI
RYAN D. MCHOME
CARRIE E. STOCK
(conc. walk)
(asph. path)
(grass)
(grass)
(lawn)
(lawn)
(lawn)
(asph. path)
Class I Drive
W = 10'
Conc.
+45 +45,10'(asph)Class I Drive
W = 15'
Conc.
+86+16,30'(asph)Class I Drive
W = 10'
Conc.
+23 +24,19'(asph)+82,24'(asph)(grass)
Street Approach
W=24'
+82
(grass)
(conc. walk)
10" Pi
p
e
24" Pipe
1
8
"
P
i
p
e
15" Pipe15" Pipe
12" Pi
p
e
24" Pipe 24" Pipe12" Pipe (conc. walk)12" San.App PLApp PLApp. Exist. R/W
App PLConstr. Limits
(conc.)+30+80+30+34Constr. Limits
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
Sec. 25, T18N, R3E
Clay Township
Hamilton County
(conc. walk)
Line "B"
S. GUILFORD ROAD
Line "B"
Constr. Limits
Sec. 25, T18N, R3E
Clay Township
Hamilton County
CARMEL CLAY SCHOOLS
Temp R/W
for Drive Const.
App. Exist. R/W App. Exist. R/W
App. Exist. R/W2'5'5'5'5'12'12'12'12'22'R40
'
R40'R20'R10'R
1
0
'
R1
0
'R20'R6'R6'26
14
14
C
F
C
19
15
15
F
R
15
15
15
26 26
14
C
D
K126
F10" PipeConstr. Limits
12'12'F
DAVID M. & ANGELA E. CONCANNON
H
H
H
H
H
14
+36 "B"
57'
+12 "B"
58'
+99 "B"
53'
+75 "B"
53'
+51 "B"
51'
+37 "B"
51'
+04 "B"
75'+60 "B"
75'
+36 "B"
PL(40')
+12 "B"
PL(40')+99 "B"
PL(40')
+75 "B"
PL(40')+51 "B"
PL(40')
+37 "B"
PL(40')
+11 "B"
PL(40')
+60 "B"
PL(40')
+11 "B"
45'
+04 "B"
46'
Str. No. 47B, +91 "B"
Inlet 'E-7' with
34' of 12" Pipe
Str. No. 48, +57 "B"
Manhole 'J-4' with
178' of 27" Pipe
Str. No. 47, +60 "B"
Inlet 'C-15' with
20' of 12" Pipe
Str. No. 46, +70 "B"
Inlet 'B-15' with
23' of 12" Pipe
Str. No. 54, +35 "B"
Manhole 'J-4' with
156' of 27" Pipe
Str. No. 50, +35 "B"
Inlet 'C-15' with
19' of 12" Pipe
Str. No. 53, +46 "B"
Inlet 'C-15' with
22' of 12" Pipe
Str. No. 49, +46 "B"
Inlet 'B-15' with
89' of 12" Pipe
Str. No. 51, +93 "B"
Inlet 'E-7' with
16' of 12" Pipe
Str. No. 52, +92 "B"
Inlet 'C-15' with
53' of 12" Pipe
Str. No. 47A, +22 "B"
Inlet 'F-7' with
42' of 12" Pipe +22+66+96REMOVE INLET AND PLUG PIPE
REMOVE
F
P P
R20'5'11.5'10'8.7'10'11.5'+10+006'+7410'7.8'24'10'12'4'3'ADJUST SAN MH
TO GRADE
F
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 36+75 "B"27MATCH LINE 33+75 "B"
37+0038+0039+00PAUL J. MILLER
Line "B"EMERSON RD.App. Exist. R/W
App. Exist. R/W(grass)+10,17'(asph)Class I Drive
W = 17'
Conc.
+10 +68,35'(asph)Street Approach
W=30'
+63+63,30'(asph)(conc. walk)(conc. walk)T.B.M. 471
N0°06'57"E
24" Pipe
12" Pipe
24" Pipe 12" Pipe24" Pipe
24" Pip
e
12" Pipe 12" Pipe
12" San.8" San.App PL+09+59+09Street Approach
W=35'
+68
Temp R/W
for Drive Const.
Temp R/W
for Drive Const.
R/W R/W
Constr. Limits
CARMEL CLAY SCHOOLS
12" San.App. Exist. R/WCARMEL CLAY SCHOOLS
Sec. 25, T18N, R3E
Clay Township
Hamilton County
DAVID M. & ANGELA E. CONCANNON
Constr. Limits
Constr. Limits Constr. Limits
App. Exist. R/W
Constr. Limits
App. Exist. R/W5'5'2'12'22'12'12'R40'R40
'
R
4
0
'R40'R10'R20'F
19
C
R
15P
F
F
15
R
D
D
15 15
F F
F
14
14
26
App. Exist.
R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
DAVID M. & ANGELA E. CONCANNON 11.5'5'HH
H H
K1
REMOVE EXISTING INLET
AND PLUG PIPE
REMOVE
+02 "B"
PL(50')
+36 "B"
PL(50')
+81 "B"
PL(40')
+21.50 "B"
PL(40')+98.01 "B"
PL(40')
+02 "B"
91'
+36 "B"
91'
+21.50 "B"
54'+98 "B"
53'
+81 "B"
50'
Str. No. 58, +91 "B"
Manhole 'J-4' with
140' of 27" Pipe
Str. No. 55, +91 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 57, +91 "B"
Inlet 'C-15' with
19' of 12" Pipe
Str. No. 56, +62 "B"
Inlet 'E-7' with
33' of 12" PipeStr. No. 56A, +98 "B"
24' of 15" Pipe
and 2 Pipe End Sections
REMOVE+84P
12'3'4'11.5'5'36'10'7.7'10'+84+3429'
6'10'Str. No. SS-3
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/AMATCH LINE 39+25 "B"28MATCH LINE 36+75 "B"
40+0041+0042+00(concrete s
l
o
p
e
w
a
l
l
)
App. Exist. R/W
(conc. walk
)
(conc. walk)
(grass)
(asph. p
a
t
h
)
(grass)
24"
P
i
p
e
24"
P
i
p
e
24" Pipe
24" Pipe
12" Pipe108" CMP12" Pipe
(Conc. P.S.D.)
CARMEL CLAY SCHOOLS8" San.12" San.
12" San.
WILSON VILLAGE CONDOMINIUMSApp PL+77.1 +27Constr. Limits
Constr. Limits
Constr. Limits
R/WR/WR/WR/W
12" San.
R/W
CARMEL CLAY SCHOOLS
Sec. 25, T18N, R3E
Clay Township
Hamilton County
Sec. 25, T18N, R3E
Clay Township
Hamilton County
App. Exist. R/W App. Exist. R/W
Constr. Limits
Constr. Limits11.5'5'2'32'12'11.5'5'10'28'18'6'12'22'P
REMOVE
19
26
P
26
15
14
K1
14
15
K115
15
F
174 Tons Class I Riprap on
174 Sys. Geotextile, Type 1A
38 Tons Class I Riprap on
37 Sys. Geotextile, Type 1A
Constr. LimitsF+27.1REMOVE EXISTING INLET
AND PLUG PIPE
+29 "B"
50'
+29 "B"
62'
+85 "B"
62'
+85 "B"
50'
+30 "B"
PL(40')
+13 "B"
68'
+03 "B"
74'
+72 "B"
81'
+61.83 "B"
87'
+81 "B"
57'
+58 "B"
93'+26 "B"
93'
+26 "B"
PL(40')
+03 "B"
PL(40')
Perpetual
Drainage Easement
Temp R/W
for Grading
Str. No. 68, +00 "B"
Manhole 'C-4' with
172' of 18" Pipe
Str. No. 70, +00 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 69, +00 "B"
Inlet 'B-15' with
29' of 12" Pipe
Str. No. 61, +30 "B"
Manhole 'J-4' with
19' of 27" Pipe
Str. No. 66, +28 "B"
Manhole 'C-4' with
25' of 18" Pipe
Str. No. 67, +50 "B"
Inlet 'B-15' with
36' of 12" Pipe
Str. No. 65, +12 "B"
Inlet 'C-15' with
44' of 18" Pipe
Str. No. 62, +30 "B"
Manhole 'J-15' Modified,
with 31' of 27" Pipe
Str. No. 62A, +38 "B"
Inlet 'B-15' with
8' of 12" Pipe
Str. No. 60A, +38 "B"
Inlet 'B-15' with
8' of 12" Pipe
Str. No. 60, +30 "B"
Inlet 'C-15' with
29' of 12" Pipe
Str. No. 64, +50 "B"
Inlet 'E-7' with
39' of 12" Pipe
Remove 7 Lft.
of Pipe
Remove 11 Lft.
of Pipe
Str. No. 63, +04 "B"
16' x 6' x 103'
REINFORCED CONCRETE
BOX CULVERT W/WINGWALLS
K1
Replace with Type 4 Casting,
Adjust to Grade
Line "B"28'6'4'12'3'Str. No. SS-4
Str. No. SS-2
Str. No. SS-1
See Sanitary Plan and Profile
for Sanitary Sewer
Construction Notes
and Profile
PROPOSED
Concrete Curb (Barrier)14
15
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
Combined Concrete Curb & Gutter
(Barrier)
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
D HMA For Approaches
(See Typical Sheet for Additional Details)
Mill and OverlayR
Sodding26
16
18
Concrete Center Curb, Type 'D'19
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb RampH
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 42+25 "B"29MATCH LINE 39+25 "B"
43+0044+00CARMEL CLAY SCHOOLS
App. Exist. R/W
Street Appr.
W=33'
+26+22,33(asph)(conc. walk)
(grass)
(grass)
(conc. walk)
(grass)
(grass)
(grass)
(bushes)
(conc. walk)
15" Pipe
(bushes)
(Face of Exist. Bldg.)
12" San.8" San.WILSON VILLAGE CONDOMINIUMS
GUILFORD TRAIL TOWNHOMESApp PL+69+63+88+18.7
Constr. Limits
Temp R/W
for Drive Const.
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
12'11.5'5'10'28'18'6'12'22'2'4'22'18'18'11.5'5'6'10'R40'R40'R
6
'
Constr. Limits
Constr. Limits
App. Exist. R/W
15
15
D
R
F F
P
26
14
14
15
15
R/W
App. Exist. R/W
P
H H
19
K1
Do Not Disturb Sign
FFFF
+53 "B"
PL(40')
+99 "B"
PL(40')
+99 "B"
75'
+53 "B"
75'
Constr. Limits
+PL(+19.47 )"B"
50'Str. No. 71, +90 "B"
Manhole 'C-4' with
190' of 12" Pipe
Str. No. 73, +90 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 72, +90 "B"
Inlet 'B-15' with
19' of 12" Pipe
19
+68.7
Line "B"12'30'10'ADJUST SAN MH
TO GRADE
ADJUST SAN MH
TO GRADE
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/AMATCH LINE 44+25 "B"30MATCH LINE 42+25 "B"
45+0046+00MIG GUILFORD RESERVE LLC
S. GUILFORD ROAD
Line "B"WILSON TERRACE CT.App. Exist. R/W
Street Approach
W=22'
+94+96,22'(asph)+42,16'(asph)Class I Drive
W = 16'
Conc.
+42
Class III Drive
W = 24'
Conc.
+14
+14,24'(asph)N0°06'57"E
(bushes)GUILFORD TRAIL DR.Street Approach
W=24'
+89
(conc. walk)
(Face of Exist. Bldg.)
12" San.
8" San.8" San.8" San.12" San.
WILSON VILLAGE CONDOMINIUMS App PLApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W+32+57+18+64Temp R/W
for Drive Const.
Temp R/W
for Drive Const.18'19.7'10'6'2'12'4'12'12'22'18'18'11.5'5'6'10'2'R20'R20'R28'R
2
8
'
R20'
R1
0
'R10
'R20'Constr. LimitsConstr. Limits
15
15
15
14
14
26
15
P P
K1
C1
15
CF F
18
15
R58'R58'GUILFORD TRAIL TOWNHOMES
App. Exist. R/W
Sec. 25, T18N, R3E
Clay Township
Hamilton County
AUBREY S. & JANIE D. NARAINE
MAIN & GUILFORD PLAZA LLC
18
19
19
H H
HH
F
F
F
R4'
R
4
'
+30 "B"
PL(40')
+30 "B"
53'
+54 "B"
53'
+54 "B"
50'
Temp R/W
for Grading
Constr. Limits
FF
D
D
+20 "B"
75'
+70 "B"
75'
+20 "B"
PL(40')
+70 "B"
PL(40')R4'R4'Str. No. 76, +41 "B"
Inlet 'B-15' with
19' of 12" Pipe
Str. No. 75, +41 "B"
Manhole 'C-4' with
151' of 12" Pipe
Str. No. 77, +65 "B"
Manhole 'C-4' with
123' of 12" Pipe
Str. No. 78, +69 "B"
Inlet 'B-15' with
29' of 12" Pipe+25R
Line "B"
6'
21'
22'
21'
4'10'ADJUST SAN MH
TO GRADE
ADJUST SAN MH
TO GRADE
F +67PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/AMATCH LINE 46+75 "B"31MATCH LINE 44+25 "B"
47+0048+0049+00AUBREY S. & JANIE D. NARAINE
MAIN & GUILFORD PLAZA LLC
(grass)
(conc. walk)
(conc. walk)
(conc. walk)
(grass)
(grass)
C.P. 170
N1°29'20"E(mulch/shrubs)(shrubs/mulch)12" Pipe12" Pipe1+002+00
Line "C"
12" San.6" San.6" SanApp. Exist. R/WApp. Exist. R/WConstr. Limits
R/W
R/W
R/W
R
/WR/W
Constr. Limits
App. Exist. R/W 6'5'10'6'5'App. Exist. R/W
15
26
26
C2
26
26
K1
15
F
15
15
15
15
26
15
K1
16
18
26
26
F
F
K1
F
App. Exist. R/WP.I. STA: 48+20.44
(No Curve)
Sec. 25, T18N, R3E
Clay Township
Hamilton County
MATT D. MITCHEL
SHOTZIE LLC
H
H
H
H
H
H
H
H
H
P.O.T. 0+00.00 "C"
= P.O.T. 9+58.00 "S-1-B"
REMOVE INLET
+19 "S-1-B"
PL(50')
Remove Inlet
and Pipe
W
+02 "B"
49'
+08 "B"
PL(40')
Line "B"Line "S-1-B"Line "B"
Ap
p
.
E
x
i
s
t
.
R
/
W
App. Exist. R/WApp. Exist. R/W+34 "B"
47'
+10 "B"
40'
+43 "B"
60'
+12 "B"
50'
Temp R/W
for Grading
S. GUILFORD ROAD
Str. No. 82, +92 "B"
Inlet 'B-15' with
56' of 12" Pipe
Str. No. 80, +92 "B"
Inlet 'B-15' with
8' of 12" Pipe
Str. No. 81, +80 "B"
Inlet 'B-15' with
22' of 12" Pipe and
1 Pipe End Section
Str. No. 83, +50 "B"
Inlet 'C-15' with
139' of 12" Pipe
Monument, C
Monument, BW. MAIN ST.+22See Retaining Wall Detail Sheets
for Additional Information
19
18
18
18
18
18
18
18
15
ADJUST SAN MH
TO GRADE
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 49+25 "B"32MATCH LINE 46+75 "B"MATCH LINE 10+75 "S-1-B"
MATCH LINE 9+00 "S-1-B"
50+0051+00MATT D. MITCHEL
N. GUILFORD ROAD
Line "B"
SHOTZIE LLC
+29,18'(conc)+21,32'(asph)+54,19'(asph)(conc. walk)
(grass)
(grass)(grass)
STANLEY A. & ANGELA D. HUNNICUTT FRANK B. DIXON
C.P. 175
Class I Drive
W = 18'
Conc.
+48
(shrubs/mulch)
12" Pipe
App. Exist. R/W
App. Exist. R/W
App PLApp PLConstr. Limits
Constr. Limits
Temp R/W
for Drive Const.
R/W
Mod.Class III Drive
W = 41'
Asph.
+21
15
15
K1
R
C
END PROJECT
50+39.01 "B"
END INCIDENTAL
CONSTRUCTION
50+63.54 "B"
+64 "B"
PL(30')
+58.72
R/W
+60.79 "B"
35'
+38.85 "B"
51'
+31.58
R/W App PLMonument, B
+59F
F F
15
14'8'29'7'+57R25'Sec. 25, T18N, R3E
Clay Township
Hamilton County
ADJUST VALVE
TO GRADE
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A
33MATCH LINE 49+25 "B"12'R
3
8
'27'26'
Line "S-1-B"
N88°49'50"E
(conc. walk)
(grass)
(conc. walk)
12" Pipe
12" San.
Constr. Limits
Constr. Limits
10'
18
18
15
15
K2
F
SHOTZIE LLC
BEGIN CONSTRUCTION
6+83.34 "S-1-B"
R1
BEGIN PROJECT
8+20.75 "S-1-B"
Constr. Limits
Constr. Limits
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
Line "S-1-B"Monument, B
10 Tons Revetment Riprap on
7 Sys. Geotextile, Type 1A
7 Tons Revetment Riprap on
5 Sys. Geotextile, Type 1A
F F
15
19
Sec. 25, T18N, R3E
Clay Township
Hamilton County
W. MAIN ST.+909'R26'R26'24'21'23'17'14'14'6'2'W. MAIN ST.
N88°57'59"E
App. Exist. R/W
App. Exist. R/W App PLConstr. Limits
R
/W
18
18
26
15
K1
15
F
F
F
Class I Drive
W = 12'
Conc.
+49
AUBREY S. & JANIE D. NARAINE
MATT D. MITCHEL
H
H
H
Constr. Limits
END INCIDENTAL
CONSTRUCTION
12+29.06 "S-1-B"
END PROJECT
12+19.06 "S-1-B"
Temp R/W
for Drive Const.
R/W
+44 "S-1-B"
PL(30')
+44 "S-1-B"
40'
+70 "S-1-B"
40'
+70 "S-1-B"
32'
+95 "S-1-B"
PL(30')
C
+88 "S-1-B"
40'
+12 "S-1-B"
PL(30')
+83 "S-1-B"
47'
+97 "S-1-B"
42'
+12 "S-1-B"
49'
+12 "S-1-B"
PL(42')
W
R/W
Temp R/W
for Grading
R/W
Line "S-1-B"
Str. No. 84, +13 "S-1-B"
Inlet Type 'C-15'
Tie into Existing Pipe
Monument, B+82R
See Retaining Wall Detail Sheets
for Additional Information
+0519
Sec. 25, T18N, R3E
Clay Township
Hamilton County
PROPOSED
(See Typical Sheet for Additional Details)
Concrete Curb (Barrier)14
Mill and OverlayR
15
Sodding26
16
Coniferous TreeMailbox
Concrete Sidewalk, 4"F
18
Concrete Center Curb, Type 'D'19
Combined Concrete Curb & Gutter
(Barrier)
Modified Roll Curb
Combined Concrete Curb & Gutter
(Barrier) (Dry)
Concrete Curb Ramp
C2 PCCP, 7" with D-1 Contraction Joints
Spaced at 14' Max.
HMA for SidewalkP
Asphalt ShoulderJ
C PCCP, For Approaches 6" on
Subgrade Treatment Type II.
H
C1 PCCP, For Approaches 9" on
Subgrade Treatment Type II.
Retaining WallW
Full Depth Asphalt PavementK1
Removal (Pvmt, Sidewalk, Concrete)
D HMA For Approaches
(See Typical Sheet for Additional Details)
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONSTR-DETAILS.dwgDATE/USER: 7/20/2018 4:24 PM / ApercifieldCONSTRUCTION DETAIL
LINE "B"
1"=10'
N/A MATCH LINE 9+00 "S-1-B"34MATCH LINE 10+75 "S-1-B"R20'R
1
0
'48'
126th STREETLine "B"
GUILFORD ROAD 8'6'
+34.17 "B"
843.32
+34.16 "B"
843.20
+28.14 "B"
842.92
+28.16 "B"
842.84
+20.78 "B"
842.79
+24.72 "B"
842.85
+13.87 "B"
842.62
+16.99 "B"
842.65
22
Ex. 842.17
+06.89 "B"
842.20
+51.15 "B"
843.15
+97.74 "B"
843.16
+97.95 "B"
843.45
+97.54 "B"
842.82
+97.34 "B"
842.69
1
.
5%
0.4%
+39.60 "B"
843.181.5%2.9%2.0%1.8
%1.8%
2.0%6.7%
6.0%1.7%1.5%1.5%0.5%
0.0%
0.3%
23 24
+17.50 "B"
842.99
+14.03 "B"
843.00
+26.49 "B"
842.82
+08.01 "B"
843.06
+88.91 "B"
843.58
+88.14 "B"
843.47
+08.03 "B"
843.35 +14.03 "B"
842.85
Ex. 843.02
Ex. 843.0510'6'
Line "B"
GUILFORD ROAD
WATERLILLIY WAYEx. 842.90
Ex. 843.11
+66.71 "B"
842.67
+74.68 "B"
842.80
+78.68 "B"
842.83
+69.72 "B"
842.69
existing asph. path
existing conc. walk+03.01 "B"
843.57
+03.05 "B"
843.11
10'6'
+29.41 "B"
842.80
+21.38 "B"
842.96
+48.07 "B"
843.51
+48.06 "B"
843.29
+48.06 "B"
843.09
+93.03 "B"
843.33
+61.04 "B"
842.46
+35.06 "B"
842.53
Ex. 842.34 Ex. 842.48 Ex. 842.302.0%1.2
%
1
.
2%1.2%8.3%1.5%0.6%8.3%
0.4%1.2%1.7%2.0%2.0%1.5%
1.6%2.3%
2.1%
1.0%1.0%1.0%1.5%
4.2%1.0%
1.0%
+82.14 "B"
842.86
+82.11 "B"
842.810.1%12.4'12.4'
0.3%0.5%
0.3%
27
Ex. 840.61
Ex. 840.88
+70.20 "B"
840.17
+70.26 "B"
840.30
+77.57 "B"
840.10
+88.62 "B"
840.30+82.68 "B"
840.21
+73.73 "B"
840.07 +01.29 "B"
840.02
+01.33 "B"
840.07
+16.95 "B"
840.10
+24.96 "B"
840.04
+25.46 "B"
840.04
+21.20 "B"
840.08
+46.54 "B"
839.78
+47.87 "B"
839.68
5.6%
5.6%1.3%0.3%0.5%1.
1
%0.5%
+28.39 "B"
840.00
+34.33 "B"
839.93
+34.30 "B"
839.89
+28.31 "B"
839.95
+53.30 "B"
840.30
+38.58 "B"
840.17
10'6'3.5'
0.8%
12.4'
6'5'0.9%0.7%1.2%1.2%
1.3%1.3%1.5%
7.12'
+64.29 "B"
840.48
+64.34 "B"
840.63
2.2%2.2%+49.30 "B"
839.79
+91.30 "B"
840.62 +11.30 "B"
840.55
Ex. 840.97 Ex. 841.02Ex. 840.61
4.0%3.7%2.9%+01.30 "B"
840.20
+01.28 "B"
839.96
+01.31 "B"
840.44
+11.25 "B"
840.73
+91.33 "B"
840.75
2.9%3.2%2.0%0.5%
1.1%0.2%
0.1%
+13.60 "B"
840.14
2.9%+85.68 "B"
840.23
1
.
0%CHIMNEY ROCKGUILFORD ROAD
1.7%0.5%0.5%0.7%
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
126th ST., WATERLILLY WAY,& CHIMNEY ROCK
35
1"=10'
NA
28 29 30
+12.55 "B"
840.68
+54.62 "B"
841.50
+54.46 "B"
841.56
+53.97 "B"
841.63
+83.16 "B"
841.14 +51.87 "B"
841.59
+09.88 "B"
842.02
+09.72 "B"
842.07
+82.21 "B"
841.89
+82.03 "B"
842.02
Ex. 841.63 Ex. 842.22 Ex. 842.35
Ex. 842.04
Ex. 842.03
Ex. 842.14
+08.93 "B"
842.05
2.0%1.9%Ex. 842.56
Ex. 842.56
+11.70 "B"
842.07
+11.92 "B"
842.02
1.4%0.4%
0.2%1.6%1.5%+43.50 "B"
841.72
+40.04 "B"
841.83
+45.83 "B"
841.66
+45.81 "B"
841.62
+51.90 "B"
841.56
+51.84 "B"
841.508'6'
2.0%
Ex. 842.36
Ex. 842.02
+51.76 "B"
842.02
+45.78 "B"
842.14
1.7%8.3%7.7%0.6%0.5%0.7%6'1.5%
+51.39 "B"
842.09
Ex. 842.73
Ex. 842.78
Ex. 842.67
Ex. 842.89
8.0%
8.0%0.7%1.3%0.6%0.6%
6'8'GRAND BLVD.GUILFORD ROAD
HELEN KEEN CT.Ex. 840.88Ex. 840.73
Ex. 841.59
Ex. 841.68
Ex. 841.64
Ex. 841.58
+98.34 "B"
841.24
+85.33 "B"
841.80+33.88 "B"
841.47
+20.90 "B"
841.12
+22.74 "B"
841.10
+56.38 "B"
841.50
+52.55 "B"
841.44
+34.26 "B"
841.37
+34.12 "B"
841.39
+98.25 "B"
841.83
+98.35 "B"
841.92
+07.90 "B"
841.41
+07.89 "B"
841.49
+17.93 "B"
841.12
+19.98 "B"
841.10
+13.95 "B"
841.18
+13.93 "B"
841.19
1.5%
1.5%
3.8%
4.8%4.4%
4.4%3.3%3.3%5'6'
+21.01 "B"
841.49
6'
4'
+23.95 "B"
840.96
+34.91 "B"
841.18
+45.83 "B"
841.111.5%0.9%0.4%0.5%0.5%0.4%2.2%
0.4%2.4%
+55.69 "B"
841.46
+59.95 "B"
841.51
Ex. 840.89
Ex. 840.92
+73.05 "B"
841.64
+81.25 "B"
841.03
1.5%4
.
8%
+63.43 "B"
841.40
+63.41 "B"
841.47
0.8%
1.5%1.5%2.5%
+82.67 "B"
840.962.5%0.8%3.5'5'0.7%0.7%
+48.49 "B"
841.24 +16.31 "B"
841.88
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
GRAND BLVD. & HELEN KEEN CT.
36
1"=10'
NA
32 SCHOOL ENTRANCEGUILFORD ROAD
COLLEGE WAY+62.99 "B"
842.93
+17.18 "B"
842.73
+71.37 "B"
841.91
Ex. 841.29Ex. 841.43
Ex. 841.29
+17.18 "B"
842.35
+17.18 "B"
842.26
+39.99 "B"
841.88
+36.18 "B"
841.79
+94.37 "B"
842.06
+98.19 "B"
841.96
+45.28 "B"
842.84 +07.28 "B"
842.82
+69.28 "B"
841.92
+40.01 "B"
842.59
+32.43 "B"
842.77
+82.07 "B"
843.29
+74.38 "B"
843.17 +07.28 "B"
842.81
+07.28 "B"
842.88
+27.28 "B"
843.01
+87.28 "B"
843.09
Ex. 841.62
Ex. 841.52
Ex. 841.58
Ex. 841.66 2.0%2.8%3.7%+17.18 "B"
841.91
1.3%
1.7%
2.2%
2.8%
2.
5
%
1
.
5%2.8%1.5%3.0%H.P.+52.81 "B"
842.03
+60.76 "B"
842.10
+61.01 "B"
842.03
+90.83 "B"
842.10
+95.07 "B"
841.99
0.0%
0.0%
+88.49 "B"
842.00 1.5%+43.55 "B"
841.92
+39.30 "B"
841.82
+52.46 "B"
842.03
+52.47 "B"
842.10
1.2%
1.5%3.0%
+45.86 "B"
841.92
1.3%1.5%6'5'2.9'
4'
7.2'
6'5'2.9'
4'
Ex. 843.74
Ex. 843.90
Ex. 843.09
Ex. 842.93
+79.14 "B"
843.28
+70.65 "B"
843.14+67.49 "B"
843.20
+61.49 "B"
843.70
+61.59 "B"
843.70
+67.59 "B"
843.35
1.5%1.7%5.8%
8.3%2.0%
0.6%1.0%1.0%0.7%1
.
5%
2.0
%
+35.41 "B"
842.75
+43.85 "B"
842.53
2.0%
+47.11 "B"
842.60
+53.24 "B"
842.89
+53.11 "B"
843.04
+47.11 "B"
842.75
4.8%1.5%1.7%4.8%
0.0%2.0%Ex. 842.84 Ex. 842.97
Ex. 842.99
+07.26 "B"
843.06 Ex. 843.02Ex. 843.02
0.3%
0.4%1.8%
1.4%10'6'
11.5'
3.2'
6'
11.7'
3.2'
5'6'
1.4%0.4%
0.0%
0.1%
+46.52 "B"
841.97
1.5%1.5%+81.90 "B"
842.03
34
+98.31 "B"
838.70
+08.31 "B"
838.51
+08.31 "B"
838.75+98.31 "B"
838.95
+98.31 "B"
839.05
+08.31 "B"
838.86
+08.31 "B"
838.75
+98.31 "B"
838.95
+08.31 "B"
838.51
+98.31 "B"
838.70
+08.31 "B"
837.97
+98.31 "B"
838.26
+08.31 "B"
838.30
+98.31 "B"
838.38
+08.31 "B"
838.10
+98.31 "B"
838.10
+98.31 "B"
838.02
+08.31 "B"
838.022.0%2.0%2.0%2.0%2.0%2.0%5.7%4.3%1.5%1.9%
1.9%
Ex. 837.82Ex. 838.11
1.5%1.5%4.0%5'10'5.5'6'10'8.7'5.4'5.4'GUILFORD ROAD
0.0%
0.8%
1.9%
1.9%
36SCHOOL ENTRANCEGUILFORD ROAD
Ex. 837.27 Ex. 837.33 Ex. 837.39
Ex. 837.39Ex. 837.44
+29.81 "B"
836.98
+57.72 "B"
836.49
+65.95 "B"
836.56
+62.91 "B"
836.55
+53.66 "B"
836.51
+81.75 "B"
836.88
+81.75 "B"
836.99
+97.61 "B"
836.90
+05.93 "B"
836.71 +10.04 "B"
836.74
+00.66 "B"
836.88
+33.41 "B"
836.60
+91.65 "B"
837.24
+71.82 "B"
837.04
+81.75 "B"
836.77
2.0%1.1%1.1%1.1%Ex. 837.85
+69.23 "B"
837.50
+46.25 "B"
L.P. 836.42
3.8%
+50.19 "B"
836.48
+50.22 "B"
836.33
1.5%3.8%2.2%0.5%
3.5%
2.7%
1.8%
0.6%
0.6%1.5%
0.
3
%
1
.
5%
7.9%
0.5%
+13.58 "B"
836.94
3.0%
0.3%
7.2'10'6'
3.6'
13'6'12.7'10'0.3%0.3%
+65.80 "B"
837.13
1.5%1.5%+13.58 "B"
836.791.5%Ex. Inlet El.
=835.47
+29.74 "B"
837.441.5%+44.20 "B"
836.10
+44.17 "B"
836.25
1.5%1.5%+19.56 "B"
837.27
+19.63 "B"
837.12
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
COLLEGE WAY - S. SCHOOL ENT.
MID SCHOOL ENT., & CROSSWALK
37
1"=10'
NA
38 39
+11.11 "B"
836.02
+45.99 "B"
836.46+34.32 "B"
836.60
+34.36 "B"
836.75 +50.91 "B"
836.63
+42.91 "B"
836.44
+48.13 "B"
836.62
+84.32 "B"
836.68
+84.30 "B"
836.51
Ex. 837.97
Ex. 837.86 Ex. 837.72
1.1%1.5%+40.36 "B"
836.49
1.8%
+39.61 "B"
836.73 2.9%1.4%2.2%2.0%1.5%2.9%3.0%+69.12 "B"
836.27
+69.09 "B"
836.11
+92.22 "B"
836.48
+01.68 "B"
836.26
+27.16 "B"
835.48
Ex. 837.41
+53.16 "B"
837.23 +84.94 "B"
837.40
+69.13 "B"
835.73
Ex. 837.92
1.5%1.2%2.0%+30.35 "B"
836.18
+30.31 "B"
836.031.5%3.0%1
.
5%
3.0
%
+95.45 "B"
836.45
+06.11 "B"
836.16
+10.35 "B"
836.08
2.0%0.3%0.3%
+16.36 "B"
836.06
+16.40 "B"
836.21
+10.40 "B"
836.23
0.3%1.5%0.3%10'6'14.9'6'7.8'10'3.2'
8'
4.1'
2.0%0.9%
1.5%0.2%
0.4%
0.4%
+08.81 "B"
836.02
+40.19 "B"
835.31
+44.01 "B"
835.22
+50.81 "B"
834.80
+76.64 "B"
834.69
+83.44 "B"
835.05
+87.26 "B"
835.14
+18.64 "B"
835.69
+63.72 "B"
835.84
+63.72 "B"
835.57
+63.72 "B"
835.49
Ex. 835.14
Ex. 835.10
Ex. 834.52 Ex. 834.75
Ex. 834.45
Ex. 834.65 Ex. 834.612.0%2.0%1.5%1.9%2.0
%
1
.
5%1.7%
+09.07 "B"
835.69
+08.46 "B"
835.61
+27.72 "B"
835.46
+27.72 "B"
835.38
+33.72 "B"
835.40
+33.72 "B"
835.32
+36.64 "B"
835.36
+40.88 "B"
835.24
+38.39 "B"
835.27
1.1%
1.1%1.5%0.7%+63.74 "B"
834.94
1.2%2.0%
1.5%
2.5%
1.5%1.5%1.5%+99.73 "B"
835.18
+99.73 "B"
835.10
+93.73 "B"
835.16+86.58 "B"
835.08
+90.84 "B"
835.18
1.5%1.0%
0.0%
1.1%
6'
7.2'5'2.9'6'5'2.9'
4'
7.2'
GUILFORD ROADSCHOOL ENTRANCEEMERSON RD0.3%0.3%
+49.80 "B"
837.12+41.95 "B"
837.24
1.5%1.5%A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
COLLEGE WAY & SOUTH SCHOOL ENTRANCE
38
1"=10'
NA
43
+68.68 "B"
840.61
+25.26 "B"
842.15
+81.83 "B"
843.70
+50.46 "B"
842.21
+46.64 "B"
842.10
+39.83 "B"
841.13
+10.46 "B"
840.89
+06.37 "B"
H.P. 841.25
+00.06 "B"
841.09
+25.26 "B"
841.67
+25.26 "B"
841.58
+96.49 "B"
841.06+87.60 "B"
840.58
+93.60 "B"
841.08
+87.60 "B"
840.65
+93.60 "B"
841.15
+00.67 "B"
841.15
+49.84 "B"
842.13
+56.92 "B"
842.26
+62.92 "B"
842.41
+62.92 "B"
842.49
+56.92 "B"
842.35+54.05 "B"
842.31+68.68 "B"
839.77
+68.68 "B"
839.81 1.5%1.0%8.3%
8.3%
0.0%
0.7%
1.4
%
1
.
4%2.4%+03.88 "B"
841.18
Ex. 840.41
Ex. 841.06
Ex. 840.89
2.7%2.7%
1.9%
1.5%
2.8%
2.5%2.0%3.5%1.5%3.3%4.2%1.5%4.0%1.4%
1.8%
2.4%
2.4%1.5%6'
7.2'5'2.9'6'5'2.9'
7.2'
GUILFORD ROAD
DRUID HILL DR.45
Ex. 847.03 Ex. 847.20
Ex. 847.61
+77.35 "B"
846.60
+98.40 "B"
847.45
+18.35 "B"
847.43+57.35 "B"
845.76
+54.97 "B"
846.66
+54.97 "B"
846.81
+60.97 "B"
846.63
+60.97 "B"
846.78
+74.68 "B"
846.79
+70.41 "B"
846.44
+73.78 "B"
846.43
+01.99 "B"
847.35+05.20 "B"
847.30
+13.99 "B"
847.80
+13.99 "B"
847.95
+07.99 "B"
847.45
+00.99 "B"
847.45
+87.82 "B"
846.80
+87.82 "B"
846.97
+87.82 "B"
846.59
+07.99 "B"
847.30
2.7%2.7%2.0%2.6%1.5%2.7%1.2%3.5%
2.1%0.9%0.9%
+09.96 "B"
L.P. 847.25
8.3%
8.3%1.5%0.0%4.6%3.9%
3.7%2.8%1.5%1.5%0.6%
0.6%2.0%
0.0%
+74.72 "B"
847.49
+70.68 "B"
847.55 1.5%
6'
13.7'10'9.5'
6'10'7'
2.8'
GUILFORD ROADGUILFORD TRAIL DR.+74.73 "B"
847.18
46GUILFORD ROAD
WILSON TERRACE+53.75 "B"
848.38
+67.57 "B"
848.33
+73.57 "B"
848.50
+76.08 "B"
848.55
+78.90 "B"
848.49
+83.75 "B"
847.78
+94.20 "B"
849.19
+94.20 "B"
848.93
+94.20 "B"
848.85
+94.20 "B"
847.99
+05.10 "B"
848.40
+04.66 "B"
848.68
+06.71 "B"
849.19
+09.23 "B"
849.28
+24.75 "B"
849.49
+81.70 "B"
848.47
+67.57 "B"
848.24+73.57 "B"
848.42
+09.51 "B"
849.22
+12.33 "B"
849.30
+14.89 "B"
849.27
+15.08 "B"
849.35
+21.08 "B"
849.78
+20.99 "B"
849.70
+79.18 "B"
848.56
+83.43 "B"
847.42
Ex. 847.76Ex. 846.78 Ex. 847.37
Ex. 849.27
Ex. 849.19
0.
6%1.5%6.3%2.0%1.5%6.1%2.0%3.1%1.1%
2.8%2.0%1.5%3.0%2.3%
2.2%2.4%7.2%
1.7%
7.2%
0.8%1.5%1.5%6'5'5'4'
2.5'
5.3'
6'2.7'
2.0%1.4%2.0%+80.72 "B"
848.59
Ex. 847.20
Ex. 847.52
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
DRUID HILL,GUILFORD TR.,& WILSON TERRACE
39
1"=10'
NA
9Line "S-1-B"
Ex. 849.54
Ex. 849.59
Ex. 849.77
Ex. 849.73
Ex. 849.94
Ex. 849.94
Ex. 848.44
Ex. 848.37
+04.46 "S-1-B"
849.51
+99.79 "S-1-B"
849.13
+08.62 "S-1-B"
849.271.5%1.4
%
8.2
%
+11.09 "S-1-B"
848.77
+01.81 "S-1-B"
848.63
+02.89 "S-1-B"
848.63
+12.16 "S-1-B"
848.77
+19.46 "S-1-B"
849.12
+09.79 "S-1-B"
848.98
2.0
%
2.0
%1.4%0.4
%1.4%+05.46 "S-1-B"
848.28
+04.77 "S-1-B"
848.28
+14.37 "S-1-B"
848.41
+15.06 "S-1-B"
848.41
+20.72 "S-1-B"
848.83
+21.43 "S-1-B"
848.84
+11.26 "S-1-B"
848.69+10.55 "S-1-B"
848.68
+03.16 "S-1-B"
848.40
+12.76 "S-1-B"
848.53
+15.96 "S-1-B"
848.46
2.1%
2.0%1.3%1.5%+20.53 "S-1-B"
849.12
+10.87 "S-1-B"
848.98
10'6'
4.4'
3.0%
5.3%
5'
2.8'
2.7'
6'10'
5'
10'
4.1'
2.0%
2.0%
1.5%Edge Existing WalkEdge Existing Building1.3%1.4%8.2
%
49
Line "B"
+08.43 "B"
849.50
+17.80 "B"
849.57
+10.70 "B"
849.60 +19.61 "B"
849.69
+05.39 "B"
850.06
+03.11 "B"
849.99
+07.33 "B"
849.50
+16.81 "B"
849.56
+10.60 "B"
849.87 +09.64 "B"
849.87
+01.03 "B"
849.83
+99.93 "B"
849.83
+98.94 "B"
849.91
+99.42 "B"
849.91
+08.90 "B"
849.94
+09.29 "B"
849.94
+13.00 "B"
849.72
+13.48 "B"
849.72
+03.42 "B"
849.69
+03.93 "B"
849.69
+04.98 "B"
850.27
+14.51 "B"
850.21
+16.27 "B"
850.30+06.77 "B"
850.36
Ex. 849.57
Ex. 849.56
1.5%1.8%0.6
%
0.4%
0.3%
0.3%1.1%1.0%1.9%2.0%8.2%8.2%1.5%1.6%4.5%
10.1'
10'
10.1'6'8.5'5'6'1.6%2.3%2.8%
10'6'4.4'2.6'4.7'4.8'0.8%1.0%0.6%
0.9
%11+82.91 "S-1-B"
849.03
+82.07 "S-1-B"
848.53
+81.67 "S-1-B"
848.52
+91.45 "S-1-B"
848.31+91.69 "S-1-B"
848.35
+92.52 "S-1-B"
848.84
+93.63 "S-1-B"
848.93
+84.39 "S-1-B"
849.13
+78.11 "S-1-B"
848.81
+77.81 "S-1-B"
848.81
+88.21 "S-1-B"
848.60
+87.76 "S-1-B"
848.61
+78.82 "S-1-B"
848.73
+79.65 "S-1-B"
848.73
+88.38 "S-1-B"
848.57
+89.21 "S-1-B"
848.57
+94.69 "S-1-B"
848.19
+95.49 "S-1-B"
848.19
+97.51 "S-1-B"
848.68
+85.16 "S-1-B"
848.40 +86.04 "S-1-B"
848.40
+88.11 "S-1-B"
848.89
8.3%
8.3%
1.5%2.0%2.0%1.4%
1.2%1.6%2.1%
2.4%2.0%8.3%
8.1%
1.5%10.1'10'6'
2.9'
2.6'
4.9'4.9'
0.8%
0.1%10'10'5'2.0%2.0%47
+22.03 "B"
849.99
+20.66 "B"
850.48
+30.38 "B"
850.53
+31.74 "B"
850.03
+32.33 "B"
850.03
+22.61 "B"
849.98
+38.69 "B"
850.52+29.29 "B"
850.46
+28.17 "B"
850.46 +38.05 "B"
850.51
+39.40 "B"
850.39
+29.88 "B"
850.37
+29.46 "B"
850.31
+39.43 "B"
850.33
+23.14 "B"
849.97
+32.90 "B"
849.94
+22.38 "B"
849.97 +32.16 "B"
849.94
+20.14 "B"
850.44
+30.46 "B"
850.43
+19.52 "B"
850.56
+29.24 "B"
850.61
+38.66 "B"
850.33
+28.49 "B"
850.30
1.5%1.5%8.3%8.3%1.9%1.9%0.5%7.2'10.2'5.2'10'2.9%2.5%10'5'6'7.7'6.1%6'8.3%Edge Existing Walk
Edge Existing Building
Ex. 850.42
0.4%1.9%1.8%Line "B"
0.2%
0.5%
0.5%
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SPOT ELEV DETAILS.dwgDATE/USER: 7/20/2018 4:11 PM / AwolfSPOT ELEVATION DETAILS
SPLITTER ISLAND RAMPS
40
1"=10'
NA
SOUTH ISLAND NORTH ISLAND
EAST ISLANDWEST ISLAND
N. GUILFORD ROADLine "B"WILSON TERRACE CT.
W. MAIN ST.
Line "S-1-B"
W. MAIN ST.
Line "S-1-B"
Line "C"
BEGIN PROJECT
8+20.67 "S-1-B"
END PROJECT
12+19.06 "S-1-B"
P.O.T. 48+20.44 "B"
= P.O.T. 10+00.00 "S-1-B"
P.O.T. 0+00.00 "C"
= P.O.T. 9+58.00 "S-1-B"
END PROJECT
50+39.01 "B"
46+00
47+00
49+00
50+00
-0+00
1
+
0
02+00P.I. +27 "S-1-B"
22.50' Lt.
P.C. +82.84 "S-1-B"
22.50' Lt.
P.C.C. +49.47 "S-1-B"
43.10' Lt.
P.O.T. +05.25 "S-1-B"
20.27' Rt.
P.O.T. +20.67 "S-1-B"
23.55' Lt.
P.O.T. +20.67 "S-1-B"
17.09' Rt.
P.C. +62.22 "S-1-B"
8.50' Rt.
P.T. +22.29 "S-1-B"
24.50' Rt.
P.C. +36.42 "S-1-B"
32.63' Rt.
P.C.C. +75.24 "S-1-B"
24.70' Lt.
P.T. +40.01 "S-1-B"
11.00' Lt.P.O.T. +19.06 "S-1-B"
11.00' Lt.
P.O.T. +19.06 "S-1-B"
11.00' Rt.
P.T. +06.59 "S-1-B"
11.00' Rt.
P.C.C. +64.09 "S-1-B"
37.24' Rt.
P.O.T. +90.24 "S-1-B"
8.20' Lt.
P.O.T. +36.16 "S-1-B"
11.63' Lt.
P.O.C. +34.39 "S-1-B"
10.00' Rt.
P.C. +90.01 "S-1-B"
2.42' Lt.
P.O.T. +64.09 "S-1-B"
8.91' Rt.
P.O.T. +09.86 "S-1-B"
5.73' Rt.
P.O.C. +10.08 "S-1-B"
0.07' Lt.P.O.C. +65.30 "S-1-B"
12.50' Lt.
P.T. +13.71 "S-1-B"
0.00'
P.C. +78.10 "S-1-B"
0.99' Rt.
P.T. +06.59 "S-1-B"
0.00'
+24.75 "B"
19.68' Rt.
P.I. +66.62 "B"
27.47' Rt.
P.C. +89.55 "B"
25.64' Rt.
P.C.C. +75.87 "B"
53.01' Rt.
P.O.T. +68.18 "B"
5.28' Rt.
P.C. +04.82 "B"
2.35' Rt.
P.O.C. +55.23 "B"
11.48' Rt.P.O.T. +56.51 "B"
7.00' Lt.
P.I. +96.65 "B"
7.00' Lt.
P.O.T. +67.29 "B"
1.13' Lt.
P.C. +47.71 "B"
18.00' Lt.
P.C.C. +39.97 "B"
28.01' Lt.
P.T. +73.69 "B"
38.92' Lt.
P.C. +94.55 "B"
27.21' Lt.
P.T. +56.38 "B"
11.90' Lt.
P.I. +84.45 "B"
26.48' Lt.
P.O.T. +89.52 "B"
29.72' Lt.
P.C.C. +86.02 "B"
36.94' Rt.
P.T. +33.22 "B"
8.12' Rt.
P.T. +39.21 "B"
7.96' Rt.
P.O.T. +84.52 "B"
10.14' Rt.
P.O.C. +85.78 "B"
11.57' Lt.
P.O.T. +24.80 "B"
6.31' Rt.
P.O.C. +25.64 "B"
0.49' Lt.
P.C. +01.20 "B"
0.96' Lt.
P.T. +34.99 "B"
0.34' Lt.
P.T. +32.93 "B"
2.88' Lt.
P.O.T. +56.85 "B"
11.91' Lt.
R
3
0
'R400'R100'R100'R160'R400'R411'R65'R450'
R12
0
'R10
0
'
R461'
R430'
R120'
R100'R3
0
'
R
3
2
'
R60'
(TYP)R120'R70'
P.T. +29.02 "S-1-B"
3.64' L
R411'R42'15.28'17.
9
3
'18.6'25.0
7
'
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: GEOMETRIC.dwgDATE/USER: 7/20/2018 4:09 PM / ApercifieldROUNDABOUT
GEOMETRIC DETAILS
1"=30'
41
46+00
47+00
49+00
50+00
S. GUILFORD ROADN. GUILFORD ROADLine "B" & Section LineWILSON TERRACE CT.
W. MAIN ST.
Line "S-1-B"
P.I. STA: 48+20.44
(No Curve)
1
+
0
02+00Line "C"
W. MAIN ST.8+007+009+0010+0011+0012+000+00
Line "B""E ENT"
840
845
850
855
840
845
850
855
11+00 11+25
"E EXIT"
840
845
850
855
840
845
850
855
11+00 12+00 12+25
"W ENT"
840
845
850
855
840
845
850
855
9+00 9+50
BEGIN 7+98.46 "W EXIT"
=7+98.46 "S-1-B", 2.50 Lt.
END 9+36.48 "W EXIT"
=9+36.16 "S-1-B", 11.63 Lt.
BEGIN 8+85.98 "W ENT"
=8+85.98 "S-1-B", 2.50 Lt.
END 9+36.52 "W ENT"
=9+34.39 "S-1-B", 10.00 Rt.
BEGIN 10+63.18 "E ENT"
=10+65.30 "S-1-B", 12.50 Lt.
END 11+13.71 "E ENT"
=11+13.71 "S-1-B"
BEGIN 10+63.79 "E EXIT"
=10+64.09 "S-1-B", 8.91 Rt.
END 12+06.59 "E EXIT"
=12+06.59 "S-1-B"
BEGIN 48+83.92 "N EXIT"
=48+84.52 "B", 10.14 Rt.
END 50+32.92 "N EXIT"
=50+32.92 "N ENT"
"N EXIT"
845
850
855
845
850
855
49+00 50+00 50+50
BEGIN 48+83.92 "N ENT"
=48+85.78 "B", 11.57 Lt.
END 50+63.44 "N ENT"
=50+63.44 "B", 3.67 Lt.
BEGIN 46+68.18 "S ENT"
=46+68.18 "B", 5.28 Rt.
END 47+56.74 "S ENT"
=47+55.23 "B", 11.48 Rt.
"S ENT"
845
850
855
845
850
855
47+00 47+75
BEGIN 46+67.28 "S EXIT"
=46+67.29 "B", 1.13 Lt.
END 47+57.09 "S EXIT"
=47+56.51 "B", 7.00 Lt.
"N ENT"
845
850
855
845
850
855
49+00 50+00 50+75850.10850.20850.28850.40850.51850.61850.77849.83849.92850.02850.11850.21850.51850.77 Sta:48+83.93Elev:849.77 Sta:50+01.15Elev:850.21 Sta:50+63.44Elev:850.87+0.72%
+0.38%+1.28%850.18849.06847.63846.28845.13844.12848.87848.12847.12846.12845.12844.12 Sta:10+63.79Elev:849.09 Sta:10+87.88Elev:848.61 Sta:12+06.59Elev:843.86-2.00%
-4.00%Line "S ENT"Line "S EXIT"Line "W EXIT"
Line "W ENT"Line "E EXIT"
Line "E ENT"Line "N EXIT"Line "N ENT"850.18849.13848.79848.13 Sta:10+63.17Elev:848.98 Sta:10+89.03Elev:848.57 Sta:11+13.71Elev:847.58-1.62%-4.00%849.99850.01850.19850.29850.45850.60849.91849.98850.06850.13850.21850.52 Sta:48+83.93Elev:849.86 Sta:50+01.12Elev:850.21 Sta:50+32.93Elev:850.62+1.28%+0.30%
"W EXIT"
840
845
850
855
840
845
850
855
8+00 9+00 9+50847.46847.80848.04848.29848.64849.02847.45847.70847.94848.19848.52848.90 Sta:7+98.46Elev:847.44 Sta:8+84.11Elev:848.28 Sta:9+36.48Elev:849.07+1.51%
+0.98%
"S EXIT"
845
850
855
845
850
855
47+00 47+75848.83848.93848.84849.19 Sta:8+85.98Elev:848.64 Sta:9+36.51Elev:849.35+1.40%850.76850.57850.51850.00850.17850.23850.29850.36 Sta:46+67.34Elev:850.15 Sta:47+57.09Elev:850.37+0.25%850.76850.79850.58850.34850.18850.31850.44850.57 Sta:46+68.18Elev:850.15 Sta:47+56.74Elev:850.60+0.51%
Exist. Grade
Proposed Grade
Exist. Grade
Proposed Grade
Exist. Grade
Proposed Grade
Proposed Grade
Exist. Grade
Proposed Grade
Exist. Grade
Proposed Grade
Exist. Grade
Proposed Grade
Exist. Grade
Proposed Grade
Exist. Grade
0.8%2.1%1.6%1.1%1.9%1.9%1.4%1.9%0.9%
2.0
%
2.0
%2.0%0.50%0.51%0.25%0.35%2.00%
2.00%
1.62
%
2.00
%0.30%0.38%0.63%0.30%1.27%
1.51%
1.40
%
1.41
%
849.07
849.35
849.20
850.60850.37
849.09
848.98
849.86849.77
849.04
849.82
850.48
"C"
845
850
855
845
850
855
0+00 1+00 2+00 2+75849.35849.93850.50850.60849.88849.43849.41849.81850.03849.34849.14 Sta:0+00Elev:849.35 Sta:2+63.89Elev:849.35-3.55%
-2.89%
+2.30%+2.24%+2.30%Proposed Grade
PVI STA: 0+65.75
PVI ELEV: 850.87
VCL: 20.00
PVI STA: 1+96.23
PVI ELEV: 850.28
VCL: 30.00
PVI STA: 1+34.12
PVI ELEV: 848.89
VCL: 75.00
PVI STA: 2+38.80
PVI ELEV: 848.77
VCL: 50.00
849.65
846.74
847.51
849.88
850.07
0.9%3.9%
847.19
849.41
849.82
849.41 1.1%
846.30
850.10
848.20
848.68
849.66
1.
7%
4.1%
849.49
843.64
848.32
848.70
850.10
4.0%2.3%+39.2 "B"
8.0'
+93.2 "B"
34.3'
+72.1 "S-1-B"
26.2'
+40 "S-1-B"
11.0'
+06.6 "S-1-B"
11.0'+91.3 "S-1-B"
28.0'
+73 "S-1-B"
34.0'
+94.7 "S-1-B"
17.5'
+24.8 "B"
19.7'
+45.5 "B"
34.6'
+47.7 "B"
18.0'
+95.1 "B"
20.6'
+48.3 "B"
30.4'
+05.3 "S-1-B"
20.3'
+25 "S-1-B"
16.2'
+20.7 "S-1-B"
23.6'
+94.6 "B"
27.2'
+56.9 "B"
11.9'
+89.5 "B"
29.7'
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OLFDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: PROFILES & SPOT ELEV.dwgDATE/USER: 7/20/2018 4:09 PM / AwolfPROFILES &
SPOT ELEVATIONS
1"=30'
1"=5'
42
45+0046+0047+0048+0049+0050+0051+00P.I. STA: 48+20.44
(No Curve)1+002+00S. GUILFORD ROAD N. GUILFORD ROAD
WILSON TERRACE CT.W. MAIN ST.GUILFORD TRAIL DR.847
84
8 8498508
5
0
84
3
844
845
846
847
848
849
850
849
848 847
846 845
845846847
850
850
851
850850
849848
847846845
845 846 847
849 848847A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONTOURS.dwgDATE/USER: 7/20/2018 4:09 PM / Apercifield43
1"=20'
1"=5'
ROUNDABOUT EXISTING CONTOURS
45+0046+0047+0048+0049+0050+0051+00P.I. STA: 48+20.44
(No Curve)1+002+00S. GUILFORD ROAD N. GUILFORD ROAD
WILSON TERRACE CT.W. MAIN ST.GUILFORD TRAIL DR.850850 850
850
850
850
851
851845
850
844
846
847
848
849
851
852
850848849
851
850850851
851851
851852852
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CONTOURS.dwgDATE/USER: 7/20/2018 4:09 PM / Apercifield44
1"=20'
1"=5'
ROUNDABOUT PROPOSED CONTOURS
40+0039+5024°S.
GU
ILFORD
ROADLine
"B
"App.
Ex
is
t
.
R/W
SECTION LINE
Existin
g
C
ul
v
e
r
t
(
R
e
m
o
v
e
)
Varies
(3:1 M
a
x
)
Varies
(4:1 M
a
x
)
103 Lft. 16' x 6'
R.C. Box Culvert
16.0'
19.6'
11.3'
65°
22.0'
12.0'
61°
48.2'47.1'
550
+PL/R
W
551
+PL/P
L
568
+PL/R
W
1+00
2+
0
0
2+14
0+50
1+
5
0
55.9'
820
825
830
835
840
845
820
825
830
835
840
845
INLET
OUTLET
LINE "B"P.G.=836.06<<<<<<<<<<<<<<<Flowline828.28 827.56
826.78 826.06
Flowline 4.5'1.5' Sump
Class I Riprap
on GeotextilesClass I Riprap
on Geotextiles
B
Flowline = 828.28
Invert = 826.78
16.0'
6.0'
3.6'
Elev. = 836.5Elev. = 836.5 Elev. = 836.5
Elev. = 835.59
A Min. Structure
Elev. = 832.78
Q100
Elev. = 832.52
D
Flowline = 827.56
Invert = 826.06
16.0'
6.0'
4.4'
Elev. = 836.5
Elev. = 833.0
Elev. = 836.5
Elev. = 833.0
C
Min. Structure
Elev. = 832.06
Cutout to accommodate
Storm Pipe Outlet
Invert = 831.22
Cutout to accommodate
Storm Pipe Outlet
Invert = 828.39
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
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DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: CULVERT.dwgDATE/USER: 7/20/2018 4:08 PM / AwolfCULVERT DETAILS
AS NOTED
45
SECTION
Scale: 1"=10'-0"
PLAN
Scale: 1"=10'-0"
16'-0" OPENING x 6'-0" RISE
24 DEGREE SKEW
ON GUILFORD ROAD AT LITTLE COOL CREEK
PRECAST REINFORCED CONCRETE FOUR-SIDED CULVERT
HYDRAULIC DATA
197 acres
514.54 cfs
0.941 ft
7.86 fps
0 ft
DRAINAGE AREA
Q100
PROPOSED BACKWATER
Q100 VELOCITY
ROADWAY OVERFLOW WATERWAY AREA
Live Load
Dead Load
DESIGN DATA
4
1
18"18"
Structure
Backfill, Type 2
1
1
*
*18"
*Proposed
Ground Line
Varies*Dimensions to be determined
by Unit Manufacturer
STRUCTURE BACKFILL, TYPE 2
CULVERT CROSS SECTION
No Scale
WINGWALL SECTION
No Scale 0'-6"ELEVATION - EAST WALL - DOWNSTREAM END
Scale: 1/4"=1'-0"
ELEVATION - WEST WALL - UPSTREAM END
Scale: 1/4"=1'-0"
WINGWALL AREAS (SFT.)
238A
B
C
D
116
240
133
Designed for self-weight plus 35 psf for future wearing
surface.
The Structure shall be designed for HL-93 loading in
accordance with AASHTO LRFD Bridge Design
Specifications, 6th Edition, and all subsequent interim
specifications.Clear ZoneClear ZoneSee Handrail Detail
GEOTECHNICAL DATA
49+00.0048+50.0001
WEST MAIN STREETGUILFORD ROADProposed Retaining Wall
+22 "B"+05 "S-1-B"BB
A
A
BB840
845
850
855
840
845
850
855
0+00 1+00 1+60850.13851.82853.29852.48850.16848.32846.79850.14850.29851.41850.21848.95848.04846.87+22 "B"+05 "S-1-B"Existing Ground at Face of Wall
Sidewalk Grade at Face of Wall
Section "B-B"Section "A-A"Section "B-B"
2"~ PVC Drain
SECTION "A-A"
Scale: 3/4"=1'-0"
5'-9"
4 Spa.@ 1'-2\" = 4'-10"
1\"x3\" Keyway
4" Cl.6'-6" Minimum, 7'-6" Maximum#4 Horiz.
Reinforcing
10"1'-0"
24" Square of Geotextile
for Underdrain at Inlet.
Sidewalk
Structure
Backfill
Type 3 5 Spa.@ 12"=5'-0"3"1'-0"Elev.851.25 North Break 3"Spacing Varies#4 Bars Top & Botm.
3" Cl.1'-0"Elev.851.44 Max.1'-6"Min. #4 Lap501 @ 9"
401 @ 12"
Affix to Wall.
Elev.849.69 South Break
3'-11"
#4x5'-3"@9"
5\"5\"
#4 Longitudinal Spacing Top & Bottom
#4x6'-2" @ 12"
Front Face
503 @ 12"
Rear Face
10"
Stem
Up to 2" for Ashlar Stone
Face Form
2'-6[" Min. 3'-9" Max.6'-0" Sidewalk
Backslo
p
e
4
1
Elev. 845.50 or
Elev. 844.50
Sidewalk Profile:
Structure
Backfill
Type 3 See Elevation4'-0" Min.1'-6"1'-6"
18"12"0.6 Tons No. 2
Stone at Each
Drain.
Elev. 846.25 or
(See Sheet 49)
SECTION "B-B"
Scale: 3/4"=1'-0"
4'-9"
3 Spa.@ 1'-3"=3'-9"
1\"x3\" Keyway
4" Cl.4'-6" Minimum, 5'-9" Maximum#4 Horiz.
Reinforcing
Sidewalk
Structure
Backfill
Type 3 4 Spa.@ 12"=4'-0"3"1'-0"Elev.850.25 North End 3"Varies#4 Bars Top & Botm.
3" Cl.
Elev.848.56 South End
1'-6"Min. #4 Lap502 @ 12"
401 @ 12"
#4x4'-3"@12"
6"6"
#4 Long. Spacing Top & Bottom
10"
Stem
Up to 2" for Ashlar Stone
Face Form
1'-1\" Min. 2'-9[ Max.6'-0" Sidewalk
Backslo
p
e
4
1
Elev. 846.25 or
Elev. 844.50
Sidewalk Profile:
Structure
Backfill
Type 3 See Elevation4'-0" Min.1'-6"1'-6"
#4x4'-3" @ 12"
Front Face
504 @ 12"
Rear Face
2"~ PVC Drain
10"1'-0"
24" Square of Geotextile
for Underdrain at Inlet.1'-0"Affix to Wall.
2'-11"
18"12"0.6 Tons No. 2
Stone at Each
Drain.
(See Sheet 49)
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
1383180
1383180
R-36906
76
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: RETAINING WALL.dwgDATE/USER: 7/20/2018 4:08 PM / AwolfWALL & SIDEWALK PROFILE
Scales: 1"=10' Horiz, 1"=5' Vert.
PLAN
Scale: 1"=10'REND
RAGD.DRAHCIR
OF
E
SS
ANO
G
N
19300106
STATE OF
IR LPER
I D AI ERN EE N ING
D
ERSIET
A
04/02/2018RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
INDIANA
DEPARTMENT OF TRANSPORTATION
RDG
AJWMAM
RDG
As Noted
RETAINING WALL LOCATION & SECTIONS
See Sheet 49 for Plan & Elevation with Reinforcing
Details and Bar Bending Details.
46
30-504 R.F. & 30-#4x4'-3" F.F. & 30-401 51-503 R.F. & 51-#4x6'-2" F.F. & 51-401
20-504 R.F. & 20-#4x4'-3" F.F. & 20-401
1'-0"4'-6"5'-6"Elev. 844.50
Elev. 845.50
Elev. 850.00
Elev. 851.00
Elev. 852.00
Elev. 853.00
Elev. 854.00Elev. 854.00
Elev. 853.00Elev. 852.33Elev. 851.83
1'-0"4'-7"5'-7"Elev. 846.25
Elev. 847.25
Elev. 846.25
Elev. 845.50 Elev. 845.50
Elev. 844.506"8"1'-0"1'-0"1'-0"1'-0"1'-0"5'-1"5'-9"6'-9"7'-6"6'-6"6'-6"5'-6"10 Lines of 2-#4x26'-6"
(5 Front Face, 5 Rear Face)
2-#4x22'-0"
(1 FF, 1 RF)
2-#4x12'-0"
(1 FF, 1 RF)
6-#4x29'-10"
(3 FF, 3 RF)
8 Lines of 2-#4x26'-6"
(4 FF, 4 RF)
2-#4x29'-10"
(1 FF, 1RF)
2-#4x12'-0"
(1 FF, 1 RF)2 Lines of 2-#4x15'-6"
(1 FF, 1 RF)2 Lines of 2-#4x22'-0"
(1 FF, 1 RF)
10'-0"10'-0"10'-0"10'-0"30'-0" Measured Along Front Face of Stem10'-0"10'-0"10'-0"
30'-0" Section "B-B"50'-0" Section "A-A"20'-0" Section "B-B"
100 Spaces @ 12" Max. = 99'-6"3"3"
Spacing for Vertical Reinforcing in Stem Measured from Front Face of Stem
RETAINING WALL ELEVATION
Scale: 1/4"=1'-0"
505 in Step
12"506 in Step 12"9"12"2"~ Drains Spaced
@ 10' Along Wall
with No. 2 Stone
"A"
"A"
"A"
"A"
"B"
"B"North EndAlong Guilford South EndAlong Main St.
"B"
"B"
See Plan view for
Reinforcing in Footing.
See Plan view for
Reinforcing in Footing.
2'-0"
Typ. #4 Lap
20'-0"20'-0"4'-9"1'-0"10"2'-11"433'-5" Radius438'-2" Radius48'-5" Radius54'-2" Radius143'-5
"
R
ad
iu
s148'-2
"
Rad
iu
s
Radius Break Point
2'-7
|
"
2'-7
[
"5'-9"Radius Break Point 5'-3"
5'-5\
"5'
-9
"
4
'
-
9
"
1
'
-
0
"10
"
2
'
-
11
"
8-#4x30'-0"
4 Top & 4 Bottom
10-#4x30'-0"
5 Top & 5 Bottom
8-#4x20'-0"
4 Top & 4 Bottom
RETAINING WALL PLAN
Scale: 1/4"=1'-0"
10-#4x30'-0"
5 Top & 5 Botm.
30-#4x4'-3" Top
30-502 Bottom
67-#4x5'-3" Top
67-501 Bottom
20-#4x4'-3" Top
20-502 Bottom
29'-
1
0
{
"
B
a
c
k
E
d
g
e
o
f
F
o
o
t
i
n
g
A
l
o
n
g
A
r
c
30'-
2
|
"
F
r
o
n
t
E
d
g
e
o
f
F
o
o
t
i
n
g
A
l
o
n
g
A
r
c
19'-8
["
B
a
c
k
E
d
g
e
of
F
o
oti
n
g
Al
o
n
g
Ar
c
Spacing of end of bars
at back end = 8[";
Spacing of
e
n
d
o
f
b
a
r
s
at front en
d
=
9
}
"
;
Radiu
s
B
r
e
a
k
P
o
i
n
t
53'-5{"Front Edge of Footing Along Arc
20'-4
\"
Fr
o
nt
E
d
g
e
of
F
o
oti
n
g
Al
o
n
g
Ar
c
48'-4}"Back Edge of Footing Along Arc
10-506
in Step
Footing Step
10-505
in Step
Footing
Step
Spacing of Transverse Reinforcing in
Footing & Stem for Section "B-B" is
12" Measured at Front Edge of Stem.
Spa. @ 9"
Spacing of Transverse Reinforcing in
Footing & Stem for Section "B-B" is
12" Measured at Front Edge of Stem.
Spacing of Transverse Reinforcing in
Footing for Section "A-A" is 9"
Measured at Front Edge of Stem.
Spacing for Stem Steel is 12"
measured at Front Edge of Stem.
"B"
"B"
"A"
"A"
"B"
"B"
2'-0"
#4 Lap
REINFORCING STEEL
(lbs.)
Weight
(feet)
Length
Req'd
Quan.
Size
Mark or
CONCRETE
MISCELLANEOUS
Class "B" in Footing
Surface Seal 491 Sft.*
*Estimated Quantity
Total #4 Reinforcing
Total Plain Reinforcing Steel 4381 lbs.
19.9 Cys.
506
505
RETAINING WALL
BILL OF MATERIALS
5'-9"
6'-0"
20'-0"
15'-6"
26'-6"
10
10
8
4
36
29'-10"8
401 6'-5"101
#4 30'-0"28
22'-0"6
504 6'-0"50
503 8'-0"51
502 5'-5"50
501 6'-5"67
Total #5 Reinforcing 1592 lbs.
#4
#4
#4
#4
#4
12'-0"4#4
6'-2"51#4
5'-3"67#4
4'-3"100#4
Class "A" in Stem 18.2 Cys.
Structure Backfill, Type 3 170 Cys.
Foundation Excavation 202 Cys.
Decorative Form Finish 235 Sft.
2789 lbs.
Geotextiles 4 Sys.
No. 2 Stone 5.4 Tons
GENERAL NOTES
fy=60,000 psiReinforcing Steel:
Class "B" Concrete: f'c= 3,000 psi (Footing)
Class "A" Concrete: f'c= 3,500 psi (Stem)
DESIGN STRENGTHS:
DESIGN DATA
Reinforcing steel cover shall be 2" in Wall Faces, 3" in
footings except bottom steel which shall be 4" and 2" in
all other parts unless noted.
Concrete in Footings shall be Class "B".
Concrete in Retaining Wall Stem shall be Class "A".
Continuous concrete pours shall be required between
construction joints as shown on the detail plans.
Chamfer exposed edges 1" unless noted.
Exposed Front Surface of Stem shall have a decorative
form finish.
Exposed front face of stem, top of stem, ends of walls,
and exposed rear face of stem to be surface sealed.
502 x 5'-5"3'-0"5"
401 x 6'-5"
7" Standard Hooks #5
5'-3" 501
4'-3" 502
501 x 6'-5"503 x 8'-0"
1'-2"6'-10" (503)504 x 6'-0"4'-10" (504)2'-6"1'-0"505 x 6'-0"
2'-6"
2'-6"9"506 x 5'-9"
2'-6"
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
VERTICAL SCALE
1383180
1383180
R-36906
76REND
RAGD.DRAHCIR
OF
ESS
ANO
G
N
19300106
STATE OF
IR LPER
I D AI ERN EE N ING
D
ERSIET
A
04/02/2018RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
INDIANA
DEPARTMENT OF TRANSPORTATION
RDG
AJWMAM
RDG
DIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: RETAINING WALL.dwgDATE/USER: 7/20/2018 4:08 PM / AwolfSee Sheet 48 for Section "A-A" & "B-B".
See Sheet 48 for Plan & Elevation of Retaining Wall Area.
As Noted
RETAINING WALL LOCATION & SECTIONS 47
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION1
RIPRAP DITCH CHECK (2' HEIGHT), MODIFIED
FINAL CONTOURS (EXISTING AND PROPOSED)80512+0013+0014+0015+0016+0017+0018+0011+00Line "B"
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
12" Pipe
24" Pipe18" Pipe 18" Pipe 24" Pipe15" Pipe12" Pipe24" Pipe 12" Pipe12" Pipe15" Pipe18" PipeApp. Exist. R/WConstr. Limits
S. GUILFORD ROAD
W. CITY CENTER DRIVE845
845
845
844846
846
846
847
19+0020+0021+0022+0023+0024+0025+00Line "B"
App. Exist. R/W
App. Exist. R/W
Section LineSection LineN0°01'40"W
P.I. STA: 21+85.45
(No Curve)
N0°06'57"E
12" Pipe1
2
"
P
i
p
e 10" San.12" San.6" San.12" San.
12" San.8" San.App. Exist. R/W
App. Exist. R/W
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
12" Pipe
12" PipeS. GUILFORD ROAD
WATERLILY WAYW. 126th ST.1
1
1
11
1
1
1+64 "B"+06 "B"+73 "B"+73 "B"+87 "B"8
4
3
843
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: EC-PLANS.dwgDATE/USER: 7/20/2018 4:08 PM / Apercifield48
1"=30'
1"=5'
EROSION CONTROL MATCH LINE 18+25 "B"MATCH LINE 26+00 "B"MATCH LINE 18+25 "B"
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION1
RIPRAP DITCH CHECK (2' HEIGHT), MODIFIED
FINAL CONTOURS (EXISTING AND PROPOSED)80527+0028+0029+0030+0031+0032+0033+00Line "B"
App. Exist. R/WApp. Exist. R/W
N0°06'57"E
12"
P
i
p
e
18" Pipe12" Pipe12" Pipe
12" Pipe
12" Pipe 36" Pipe36" Pipe36" Pipe 24" Pipe
12" Pipe2
4
"
P
i
p
e12" Pipe24" Pipe
10" Pip
e
12" San.12" San.12" San.12" San.24" San.12" San.12" San.
App. Exist. R/W App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/W
Constr. Limits
Constr. Limits
Constr. Limits Constr. Limits
App. Exist. R/W App. Exist. R/W
12"
San
.
S. GUILFORD ROAD
HELEN KEEN CT.COLLEGE WAYGRAND BLVD.11
1
1 1 1
1
1 1
1
1
1
1
1 1
+22 "B"+48 "B"+66 "B"+23 "B"+00 "B"+48 "B"+79 "B"+46 "B"+64 "B"+45 "B"+62 "B"+01 "B"+33 "B"840841
841 841842842
840840
840
841841
841
841
34+0035+0036+0037+0038+0039+0040+0041+00Line "B"
App. Exist. R/W App. Exist. R/W
N0°06'57"E10" Pipe24" Pipe
1
8
"
P
i
p
e
15" Pipe15" Pipe
12" Pi
p
e
24" Pipe
24" Pipe
12" Pipe
24" Pipe
24" Pipe12" Pipe?
?
"
P
i
p
e
24" Pipe
24" Pip
e
24"
P
i
p
e
24"
P
i
p
e
24" Pipe
24" Pipe
12" Pipe108" CMP12" Pipe
15" Pipe
15" Pipe
12" Pipe12" Pipe 12" San.
12" San.8" San.8" San.12" San.
12" San.
App. Exist. R/W
Constr. Limits Constr. Limits
Constr. Limits
Constr. Limits
App. Exist. R/W App. Exist. R/WApp. Exist. R/W
Constr. Limits
S. GUILFORD ROAD
EMERSON RD.1
1
1
1
1
1
1
1
11
11 1
1
1
1
1
Temporary Pump-around
Required for Culvert Removal
and Construction
+40 "B"+50 "B"+79 "B"+21 "B"+49 "B"+80 "B"+37 "B"+81 "B"+73 "B"+98 "B"835
835
836
837
837
837
835
835
836
836
8
3
7
837
837
1
1
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: EC-PLANS.dwgDATE/USER: 7/20/2018 4:08 PM / Apercifield49
1"=30'
1"=5'
EROSION CONTROL MATCH LINE 33+75 "B"MATCH LINE 26+00 "B"MATCH LINE 41+50 "B"MATCH LINE 33+75 "B"
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION1
RIPRAP DITCH CHECK (2' HEIGHT), MODIFIED
FINAL CONTOURS (EXISTING AND PROPOSED)80542+0043+0044+0045+0046+0047+0048+0049+00Line "B"
App. Exist. R/W
App. Exist. R/W Line "S-1-B"N0°06'57"E N1°29'20"EN88°49'50"EN88°57'59"E15" Pipe
P.I. STA: 48+20.44
(No Curve)12" Pipe12" Pipe12" Pipe12" Pipe1+002+00
Line "C"
12" San.8" San.12" San.
8" San.8" San.8" San.12" San.12" San.12" San.6" San.6"App. Exist. R/W
App. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WApp. Exist. R/WConstr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
App. Exist. R/W
Do Not
Disturb Sign
S. GUILFORD ROAD
DRUID HILL DR.WILSON TERRACE CT.W. MAIN ST.GUILFORD TRAIL DR.1
1 1
1
1
1
1
1
1
1
1
+02 "B"+93 "B"+04 "B"+43 "B"+78 "B"+24 "B"+65 "S-1-B"+18 "S-1-B"+84 "S-1-B"+83 "S-1-B"+10 "S-1-B"+30 "S-1-B"+31 "S-1-B"+25 "S-1-B"840839839
8
3
9
841
842
84
2
850
850
850
850
851
852
852
845
843844
846
847
848848
50+0051+0052+00Line "B"
N1°29'20"E
12" Pipe
App. Exist. R/W
App. Exist. R/W
Constr. Limits
Constr. Limits
N. GUILFORD ROAD+24 "B"+91 "B"+45 "B"+59 "B"850
850
850
847848
849
48+00W. MAIN ST.+18 "S-1-B"845846847848A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW JOHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: EC-PLANS.dwgDATE/USER: 7/20/2018 4:08 PM / Apercifield50
1"=30'
1"=5'
EROSION CONTROL MATCH LINE 49+25 "B"MATCH LINE 41+50 "B"MATCH LINE 49+25 "B"MATCH LINE 8+50 "S-1-B"
MATCH LINE 8+50 "S-1-B"
A1 - PLAN INDEX
Sheet 2.
A2 - PLAT NO. 1
Sheet 4.
A3 - NARRATIVE DESCRIBING THE NATURE AND PURPOSE OF THE PROJECT
This project involves the reconstruction of Guilford Road from 126th Street to Main Street with a roundabout at
the intersection of Guilford Road and Main street in Carmel, IN.
A4 - VICINITY MAP
Sheet 1.
A5 - LEGAL DESCRIPTION
Sheet 1.
A6 - LOCATION OF LOTS AND SITE IMPROVEMENTS
All improvements are shown on the plans.
A7 - HYDROLOGIC UNIT CODE
05120201090030.
A8 - NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS
Section 401 Water Quality Certification and Section 404 of the Clean Water Act.
A9 - SPECIFIC POINTS WHERE STORM WATER DISCHARGE WILL LEAVE SITE
Water will leave the site into Little Cook Creek at Station 39+75 "B" and local storm sewer along Main Street at
Stations 8+00 and 12+10 "S-1-B".
A10 - LOCATION AND NAME OF ALL WETLANDS, LAKES AND WATER COURSES ON AND ADJACENT TO SITE
Little Cool Creek.
A11 - IDENTIFICATION OF ALL RECEIVING WATERS
City of Carmel storm sewers and Little Cool Creek.
A12 - LOCATIONS OF POTENTIAL DISCHARGES TO GROUND WATER
None.
A13 - 100 YEAR FLOODPLAINS, FLOODWAYS, AND FLOODWAY FRINGES
Flood areas are identified in FIRM maps on Sheet 42.
A14 - PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YR STORM)
Pre-construction discharge is estimated at 23.45 cfs and post-construction is estimated at 27.33 cfs. In-line
detention will be utilized to eliminate this difference.
A15 - ADJACENT LAND USE, INCLUDING UPSTREAM WATERSHED
Land use is residential and commercial.
A16 - LOCATION AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS
Reference the construction limits as shown on the plans.
A17 - IDENTIFICATION OF EXISTING VEGETATIVE COVER
Trees and lawn.
A18 - SOILS MAP INCLUDING SOIL DESCRIPTIONS AND LIMITATIONS
Soils map can be found on Sheet 41.
A19 - LOCATIONS, SIZE, AND DIMENSION OF STORM WATER SYSTEMS
Storm sewer details are identified in the plans.
A20 - PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT
No off-site construction activities are anticipated to be associated with this project.
A21 - LOCATIONS OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
Locations to be determined by Contractor and approved by INDOT.
A22 - EXISTING TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS
Existing contours are shown on the plans.
A23 - PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS
Proposed contours are shown on the plans.
B1 - POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
There is a potential for pollutants associated with construction machinery including diesel fuel, hydraulic fluid,
engine oils and lubricants, antifreeze, and other petroleum products. It is unavoidable for a small amount of
these pollutants to contaminate soil in the grading and construction of the side. Sediment pollution from the
site disturbing activities shall be remedied by erosion control measures (see following sections).
B2 - SEQUENCE OF STORM WATER QUALITY MEASURE IMPLICATION
1. Silt fence and check dams shall be placed as shown in these plans.
2. All disturbed areas shall be mulched and seeded or sodded immediately after final grade has been
established. No un-vegetated areas should be exposed for more than seven days.
3. Erosion control measures shall remain in place until 70% uniform vegetation is established.
B3 - CONSTRUCTION ENTRANCES
A line item for No. 2 Stone has been established to be utilized by the Contractor as needed for construction
entrances throughout the jobsite.
B4 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS
Silt fence locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECP-02.
B5 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS
Traversable check dam locations are shown on the plans. Reference INDOT Standard Specifications Section
205 and Standard Drawing E 205-TECD-01 and E 205-TECD-02.
B6 - STORM SEWER INLET PROTECTION MEASURES
Storm sewer locations are shown on the plans. Reference INDOT Standard Specifications Section 205 and
Standard Drawing E 205-TECI-04.
B7 - RUNOFF CONTROL MEASURES
Runoff control measures are shown on the plans as outlined in B4 and B5 (above).
B8 - STORM WATER OUTLET PROTECTION MEASURES
Outlet protection measures are shown on the plans.
B9 - GRADE STABILIZATION STRUCTURES
Erosion control blanket is to be placed on slopes greater than 3:1 as shown on these plans.
B10 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND DETAILS OF EACH STORM WATER QUALITY MEASURE
All locations of planned measures are identified on the plans and listed in the Erosion Control Table.
B11 - TEMPORARY SURFACE STABILIZATION
All land disturbing activities are anticipated to be completed by Fall 2019. The land is expected to be covered
with temporary measures until all final grades are established.
B12 - PERMANENT SURFACE STABILIZATION
Permanent seeding or sodding will be used on all disturbed earth.
B13 - MATERIAL HANDLING AND SPILL PREVENTION
See the Potential Storm Water Pollutants/Material Handling and Spill Prevention table (right). IDEM Emergency
Response - 1-888-233-7745.
B14 - MONITORING AND MAINTENANCE GUIDELINES
Monitoring and Maintenance shall be within 24 hours of every 12 " or more rain event.
B15 - EROSION AND SEDIMENT CONTROL MEASURES FOR INDIVIDUAL BUILDING LOTS
Not applicable.
C1 - PROPOSED POLLUTANTS AND SOURCES ASSOCIATED WITH PROPOSED LAND USE
There is a potential for pollutants from vehicles including fuel, hydraulic fluid, engine oils, lubricants, antifreeze
and other petroleum products. There are also the potential hazards of road salt, litter, etc.
C2 - SEQUENCE DESCRIBING STORM WATER QUALITY MEASURES IMPLEMENTATION
Riprap will be placed immediately after pipe placement or ditch grading where designated on the plans.
Permanent seeding and sodding will be placed when proposed grades are met and there is no other
significant construction in the immediate area.
C3 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORM WATER QUALITY MEASURES
The City of Carmel has a requirement to remove 80% TSS. This requirement will be met as best as possible by
the following methods:
1. Street sweeping will be performed at regular intervals by the City of Carmel. This will help remove
pollutants from the roadway.
2. All structures have a 2 foot minimum sump. This will allow solids to settle out of the stormwater prior
to running downstream.
3. In-line detention will be utilized to allow for the settling of pollutants and their removal rather than
running directly downstream.
4. Riprap and sod will be placed where shown on the plans. Permanent sodding will prevent erosion on
mild slopes. Riprap will prevent erosion at the ends of pipes and on more severe slopes. Both will also
filter sediments and other pollutants.
C4 - LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORM WATER QUALITY
MEASURE
Riprap and sodding locations are shown on the plans. Reference typical cross section sheets for ditch details.
Reference INDOT specification sections 616 and 621 for sodding and seeding. All storm sewer locations are
shown on the plans.
C5 - DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST-CONSTRUCTION STORM WATER QUALITY MEASURES
Ditches shall be kept free of litter and other debris. Grass shall be mowed regularly and inspected for dead
spots, excessive erosion, etc. These areas shall be repaired immediately. Street sweeping shall be performed at
regular intervals. Storm sewer sumps shall be cleaned at regular intervals.
Notes:
1.Storm Water Pollution Prevention (SWPP) checklist corresponds to the IDEM, Division of Soil Conservation
Construction/Storm Water Pollution Prevention Plan Technical Review and Comment (Form 1) used in the Rule 5
permitting process.
2.The contractor shall use the SWPP checklist as a guide in preparing the SWPP plan required for Rule 5
procedures.
3.A site specific SWPP is to be submitted by the Contractor to INDOT prior to earth moving if any adjustments to
the plan herein are requested.
4.The location of staging area and concrete washout area are to be submitted by the contractor.
5.Four Mobilization and Demobilization for seeding (LSUM) are estimated.
6.Contractor is to maintain clean roadways of all tracked construction materials and sediment throughout the day
and at the end of each work day.
*SEED MIXTURE = 150#/AC; MULCH = 2.5T/AC
SILT FENCE
LENGTH (LFT)
EROSION CONTROL
INLET PROTECTION
LOCATION
TEMPORARY
EACH
TOTAL
ENTRANCES
NO. 2 STONE
CONSTRUCTION
TEMP. GEOTEXTILES
TONS SYS
400 940
Metal pins or staples
to secure the
polyethylene lining to
the straw bales
Polyethylene lining (10 mil);
the lining should extend
over the straw bales
Straw bales entrenched
4 inches into the soil
Compacted
soil material
Metal pins or staples
to secure the
polyethylene lining to
the straw bales
Wood or metal stakes to
secure the straw bales
(2 per straw bales)
Straw bale (alternate
materials or products may
be used to provide
structural containment)
SECTION A-A
Not to scaleL=10 FEETMetal pins or staples
to secure the
polyethylene lining to
the straw bales
Wood or metal stakes
to secure the straw
bales (2 per straw
bale)
Straw bale (alternate
materials or products may
be used to provide
structural containment.
Alternative materials or
products will require design
modification.
Polyethylene lining (10 mil);
the lining should extend over
the straw bales.
AA
L = Inside Length
W = Inside Width PLAN VIEW
Not to scale
W=10 FEET
CONCRETE WASHOUT DETAIL
Not to scale
TEMP. SEEDING
TEMP. SEED
EROSION CONTROL
TEMP. MULCH
LBS.TON
DISTURBED AREA
ACRES
MIXTURE
B-15
TYPE
CURB 26STATION TO STATION LINE LT/RT
27+22 to 27+48 RT 26
1605
B
4.6 690 11.6
C-15 CURB 16
E-7/F-7 DITCH 8
TOTAL 54
27+66 to 29+23 RT 178B
29+48 to 29+79 RT 50B
30+00 to 30+46 RT 45B
30+64 to 31+45 RT 81B
31+62 to 32+01 RT 48B
31+33 to 34+40 RT 217B
34+50 to 34+79 RT 48B
38+21 to 38+49 RT 50B
38+80 to 39+37 RT 97B
39+73 to 39+81 RT 60B
42+93 to 43+04 RT 34B
43+43 to 45+78 RT 271B
49+24 to 49+51 LT 68B
49+59 to 50+45 RT 100B
8+83 to 8+84 RT 43S-1-B
8+18 to 9+65 LT 158S-1-B
12+10 to 12+30 RT 22S-1-B
12+25 to 12+31 LT 9S-1-B
EXISTING CURB 2
FOR EACH CONSTRUCTION PHASE, THE CONTRACTOR SHALL DESIGNATE A CONCRETE WASHOUT AREA WITHIN
THE CONSTRUCTION LIMITS. THE WASHOUT AREA SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT
ENGINEER/PROJECT SUPERVISOR. THE WASHOUT AREA SHALL BE FIFTY FEET FROM ANY STORM DRAIN, OPEN
DITCH, OR BODY OF WATER. RUNOFF SHALL BE PREVENTED THROUGH CONSTRUCTION OF A PIT OR BERMED
AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. ALL CONCRETE TRUCKS SHALL BE REQUIRED TO
WASHOUT AT THE DESIGNATED LOCATION. AFTER THE CONCRETE HAS SET THE WASTE SHALL BE BROKEN INTO
SMALL ENOUGH PIECES FOR PROPER DISPOSAL. THE CONTRACTOR SHALL ENSURE THAT THE STORM WATER
COLLECTION SYSTEM IS PROTECTED BY APPROPRIATE EROSION CONTROL MEASURES IN ACCORDANCE WITH 205.
WASHOUT TO BE LINED WITH ONE SHEET OF PLASTIC AND THE WASHOUT WATER SHALL NOT BE ALLOWED TO
TOUCH THE GROUND OR FLOW OUT OF THE WASHOUT. THE WASHOUT SHALL NOT BE USED ONLY IF IT REACHES
HALF THE DAYS CAPACITY.
TEMP. CHECK DAM REVETMENT RIPRAP
TONS
EROSION CONTROL
STATION
TOTAL
REVET.FILTER
TONSDAMSRIPRAPSTONE
1
GEOTEX.
SYS
TEMP.
LINE LT/RT
6 1 2522+64 B LT
7 42 7 175
24+06 B LT
24+73 B LT
24+73 B RT
25+87 B RT
1 6 1 25
1 6 1 25
1 6 1 25
EXISTING DITCH 1
1 6 1 25
40+98 B RT 1 6 1 25
1 6 1 2542+02 B RT
PUMP-AROUND DETAIL
Not to scale
flow
Stream Diversion
Pumps
AA
PLAN VIEW
Not to scale
SECTION A-A (SANDBAG DIKE SHOWN)
Not to scale
Pumps should
discharge onto a
stable velocity
dissipator made of rip
rap or sandbags
Sump-hole or pool
(12" to 18" deep 2'
dia.)Impervious sheeting
Work area
Base flow + 1'
(2' min.)
Sediment dike
Clean water dike
flow
Dewatering
Pumps
Work area
Intake hose
Intake hose
J-15 MODIFIED CURB 1
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRONO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
O
L
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 7/20/2018 4:06 PM / ApercifieldSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
ELEMENTS AND GENERAL NOTES
51
BEGIN PROJECT
END PROJECT
END PROJECT
BEGIN PROJECT
GUILFORD RD.
GUILFORD RD.W. MAIN ST.W. MAIN ST.CrAMmB2MmC2MmC2ShBrCrAMmACrACrACrABrMmB2MmACrAMmB2A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OL
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 7/20/2018 4:06 PM / ApercifieldSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
SOIL MAP
52
1" = 100'
BEGIN
CONSTRUCTION
BEGIN
PROJECT
BEGIN
CONSTURCTION
BEGIN
PROJECT
END
CONSTRUCTION
END
PROJECT
END
CONSTURCTION
END
PROJECT
A.J.W.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALEINDIANA
DEPARTMENT OF TRANSPORTATION
M.B.
A.P.
M.B.
4/2/2018 VERTICAL SCALE
1383180
1383180
R-36906
76ERR
1
S
EF
SPRO NO.
ASTATE OF
D
NIO
IN
LA
AI N
01306
NGINE
27 EERIGEETS
DANDREW J OHN W
OL
FDIRECTORY PATH: R:\Active\Carmel\Guilford Road Des. No. 1383180\CAD\PlansFILENAME: SWPP-ELEMENTS.dwgDATE/USER: 7/20/2018 4:06 PM / ApercifieldSTORM WATER POLLUTION PREVENTION
CONSTRUCTION PLAN
FLOOD MAPS
53
1" = 200'