22-ENG-05_–_PlansXsect_–_City_of_Carmel_–_99th_St._Multiuse_Path.pdf
PDF 14 MB Posted
- Solicitation number
- 22-ENG-05
- Issued by
- Hamilton County, Indiana
About this file
The file is a comprehensive set of engineering design plans for the City of Carmel's 99th Street Multi-Use Path project, prepared by Clark Dietz, Inc. for the City of Carmel's Board of Public Works and Safety. The project involves constructing a 0.501-mile multi-use path along the north side of 99th Street between Westfield Boulevard and Haverstick Road in Hamilton County, Indiana. The plans include detailed design specifications covering typical cross-sections, erosion control, maintenance of traffic, signing and striping, utilities, and cross-sectional views. The project will involve constructing a 10-foot wide multi-use path, associated storm sewers, curb and gutter modifications, residential driveway adjustments, and landscaping.
The engineering plans provide extensive technical details including path grade elevations, roadway cross-sections, utility locations, and construction staging. The project will require work on multiple residential property boundaries, crossing through sections of neighborhoods including Walden Pond, Holaday Hills & Dales, Inglenook, and Lakewood Gardens. The design incorporates standard City of Carmel road standards, Indiana Department of Transportation specifications, and follows local engineering guidelines. The project will involve significant earthwork, drainage improvements, and path construction with specific materials including compacted aggregate base, HMA surface layers, and concrete curb treatments. The total project length is precisely 0.501 miles, with construction planned to maintain existing drainage patterns and minimize disruption to adjacent properties.
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CITY OF CARMEL
LOCATION MAP
VERTICAL: 1" = 5'
HORIZONTAL: 1" = 20'PROFILE:
TRANS: 1" = 20'
LONG.: 1" = 20'
PLAN:
DRAWN: MP
DESIGNED: CHECKED: ADV
CHECKED:
DATECERTIFIED BY:
TOPOGRAPHIC SURVEY BY:
(317) 571-2400
CARMEL, INDIANA 46032
ONE CIVIC SQUARE
CITY OF CARMEL
OWNER
SHEETS
of
DATEAPPROVED BY:
PLANS PREPARED BY:
SCALE: 1" = 2000'
2000'1000' 4000'
Know what'sbelow.
before you dig.Call
R
LIST OF UTILITIES ON SHEET NO. 2
DATED 2024, INDOT SUPPLEMENTAL SPECIFICATIONS.
TRANSPORTATION STANDARD SPECIFICATIONS,
INDIANA DEPARTMENT OF
CITY OF CARMEL ROAD STANDARDS,
(317) 844-8900
INDIANAPOLIS, INDIANA 46240
8900 KEYSTONE CROSSING, SUITE 475
Clark Dietz, Inc.
MULTI-USE PATH ALONG 99th STREET
PROJECT NO. 22-ENG-05
P R
O
JE
C T N
O -E
N G -0 th S
T R
E E T P
A T
H
HONORABLE SUE FINKAM, MAYOR
ANITA JOSHI
RYAN LOCKE
SHANNON MINNAAR
TERESA AYERS
JEFF WORRELL
MATT SNYDER
RICH TAYLOR
TONY GREEN
ADAM AASEN - President
CITY COUNCIL MEMBERS:
Longitude: 86° 07' 21" W Latitude: 39° 56' 03" N
HAMILTON COUNTY, INDIANA
LOCATED IN SECTION 7, T17N, R4E, CLAY TOWNSHIP,
NET LENGTH: 0.501 mi.
GROSS LENGTH: 0.501 mi.
T:317.844.8900 www.clarkdietz.com
INDIANAPOLIS, INDIANA 46240
8900 KEYSTONE CROSSING, SUITE 475
BRADLEY PEASE, PE
CITY ENGINEER
PLANS
FINAL
ADV
P R O
FESSIONAL E
NGI
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RE
GISTERED
NO.
PE10403307
STATE OF
INDIANA
YE
RF
.W NAHTA
N
01/03/2025
NWF
JIM BARLOW - MEMBER
ALAN POTASNIK - MEMBER
LAURA CAMPBELL - PRESIDING OFFICER
BOARD OF PUBLIC WORKS AND SAFETY
APPROVED BY:
INTERSTATE
INTERSTATE
H A
V E
R S T
IC
K R
D
W e s tf ie ld B lv d
C o ll e g e A v e
M e ri d ia n S t
96th St
99th St
91st St
106th St
116th St
111th St
96th St
98th St
98th St
Way Pleasant
K e y s to n e P k w y
14 13
2 1
T
N
R4E
STA. 310+58.42 "PR-M"
STA. 10+58.84 "B"
BEGIN PROJECT
STA. 337+06.46 "PR-M"
STA. 37+04.21 "B"
END PROJECT
01/10/25
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GENERAL NOTES
DESIGNED:
CHECKED:
DRAWN:
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FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
INDEX SHEET
GENERAL INFORMATION
NONE
NONE
ADV ADV
TRAFFIC DATA
A.A.D.T.
A.A.D.T.
D.H.V.
DIRECTIONAL DISTRIBUTION
TRUCKS
(20__)
(20__)
(20__)
A.A.D.T.
D.H.V.
V.P.H.
V.P.D.
V.P.D.
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
30 mph
MAJOR COLLECTOR
URBAN
LEVEL
NONE
CITY OF CARMEL
N/A
N/A
DESIGN DATA - ROAD
DESIGN SPEED
PROJECT DESIGN CRITERIA
FUNCTIONAL CLASSIFICATION
RURAL/URBAN
TERRAIN
ACCESS CONTROL
15 mph
SHARE USED PATH
URBAN
LEVEL
N/A
DESIGN DATA - PATH
3R (NON-FREEWAY)
22-ENG-05
IDM Chapter 51-7.05
NWF MSG
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SCALE: NONE
(Transition 5" in 5')
CURB AND GUTTER TRANSITION
6"
5' 1
ISOMETRIC VIEW
CURB AND GUTTER TRANSITION
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
2'
2'
EX. TRAVEL LANEVARIES - MIN 5'
26 SODDING, NURSERY
1'
LEGEND
& Constr. C.L.
LINE "B"
EX. TRAVEL LANE
Ex. P.G.M Path P.G.
P a th O
F Z
Max 3 :1
Slope Varie s
Flat ter
3:1 or
Flatter
3:1 or
Ex. Ground
Ex. Ground
O b s tr u c ti o n F re e Z o n e
O F Z
E x is t.
F e
L in e
E x is t.
F e
L in e
E x is t.
F e
L in e
E x
R /W
EX. TRAVEL LANE
& Constr. C.L.
LINE "B"
EX. TRAVEL LANE
Ex. P.G.
2'
1' M
1.5%1.5%
Path P.G.
O b s tr u c ti o n F re e Z o n e
O F Z
VARIES - MIN 19.4'
Ex. Ground
Flatter
3:1 or
29 MODULAR BLOCK RETAINING WALL
Leveling Pad
Drainage Aggregate
2'2'
Match Ex. El.
EX. TRAVEL LANE
M128
Ex. Ground 1.5'
R o a d O
F Z
P a th O
F Z
P a th O
F Z
M1
2'
W
OO
O
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
9.5" COMPACTED AGGREGATE, NO. 53 BASE
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
W
O
TYPICAL SECTION 99th ST
TYPICAL SECTION 99th ST
TYPICAL SECTION 99th ST
Ex. P.G.
& Constr. C.L.
LINE "B"
EX. TRAVEL LANE
1.5%**
5'* 5'*
*Width varies per plans.
3'
1.5%** 1.5%**
10'
STA. 20+12.48"B" TO STA. 36+11.00"B"
STA. 18+35.00"B" TO STA. 19+84.39"B"
STA. 10+58.84"B" TO STA. 11+13.12"B"
5' 5'
LINE "PR-M2"
5'
8'
STA. 19+84.39"B" TO STA. 20+12.48"B"
2'2'
Match Ex. El.
EX. TRAVEL LANE
1.5'
R o a d O
F Z
P a th O
F Z
W
O
TYPICAL SECTION 99th ST
Ex. P.G.
& Constr. C.L.
LINE "B"
EX. TRAVEL LANE
2'
1' M
Path P.G.
Flat ter
3:1 or
Flatter
3:1 or
Ex. Ground
Ex. Ground
O b s tr u c ti o n F re e Z o n e
O F Z
5'* 5'*
*Width varies per plans.
1.5%** 1.5%**
LINE "PR-M2"
10'*
STRAIGHT CONCRETE CURB**
*** SEE CITY OF CARMEL STANDARD DRAWING 10-28 FOR DETAIL
** SEE CITY OF CARMEL STANDARD DRAWING 10-16 FOR DETAIL
* SEE CITY OF CARMEL STANDARD DRAWING 10-14 FOR DETAIL
STA. 36+11.00"B" TO STA. 37+04.21"B"
STA. 11+13.12"B" TO STA. 18+35.00"B"
CONCRETE CURB & GUTTER, TYPE II*
6 IN. CONCRETE CAP
165 LBS./SYD. HMA SURFACE, TYPE B ON
WIDENING WITH HMA, TYPE B***
indicated on sheets 20 to 24.
**Slope varies from +1.5% to -1.5% as indicated on sheets 20 to 24.
**Slope varies from +1.5% to -1.5% as indicated on sheets 20 to 24.
**Slope varies from +1.5% to -1.5% as or "PR-M2"
LINE "PR-M1"
or "PR-M2"
LINE "PR-M1"
VARIES*
10' to 16.57' LT at Sta. 18+35.00"B"
*Varies from 18.38' LT at Sta. 11+13.12"B"
P
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M DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
ADV ADV LINE "B"
TYPICAL CROSS SECTION
1"=4'
3 52
CITY OF CARMEL
N/A
N/A
NONE
22-ENG-05
O
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PE10403307
.W NAHTA
N
45°
Safety Edge Detail
(N.T.S.)
2'
Subgrade Treatment Type III
" As Req'd.
Sod or ECB
M
(N.T.S.)
1' Min.
Min. Distance From Utility Pole
Ex. Utility Pole
PATH TRANSITION AT CURB & GUTTER
S e e P la n s fo r D im e n s io n s
S e e P la n s f o r
D im e n s io n s
EDGE OF PAVEMENT
EDGE OF PAVEMENT
RESIDENTIAL DRIVEWAYS
SEE PLANS AND APPROACH TABLE FOR DRIVEWAY DIMENSIONS
SEE CITY OF CARMEL STANDARD DRAWINGS 10-21A FOR DETAILS
C
MM
15 15
MM
C 6
99TH ST 99TH ST
E x is t.
F e
L in e
M
1.5%
Leveling Pad
Drainage Aggregate
RETAINING WALL DETAIL
for Wall Location
See Plan & Profile Sheets
1'
M
A
LEGEND
MOD. CONCRETE CURB AND GUTTER, 2' WIDE
SUBGRADE TREATMENT, TYPE II
6" PCCP ON
RESIDENTIAL DRIVE, PCCP FOR APPROACHES:
SODDING
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
C
EDGE OF PAVEMENT
P
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P la n s
M is c
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CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
ADV ADV LINE "B"
TYPICAL CROSS SECTION
1"=4'
4 52
CITY OF CARMEL
N/A
N/A
NONE
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PE10403307
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TYP_02.dgn 1/16/2025 11:28:25 AM
SWCORNWQTRSEC7
803.009
SECTION CORNER MONUMENT
CENTER SEC7
P
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DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
NONE
1" = 100'
PLAT NO. 1
ADV
5 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
NWF
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HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
INDEX OWNER INDEX OWNER
2 3 4
24 25
7 8
30 31
14 15 16 17
18 19 20
INDEX OWNER
Walden Pond Homeowners Association Inc
Masterson, Thomas & Beth H & W
0 50' 100' 200'
SCALE: 1" = 100'
Lot 9
Lot 10
Lot 11 Lot 16
Lot 18 Lot 19
Lot 82 Lot 81
Lot 20
Lot 22Lot 20 Lot 23 Lot 24 Lot 25 Lot 26 Lot 27
Lot 28
Lot 2
P.O.T. 10+00.00"B"
No Curve Run
P.I. 23+00.00"B"
W E S T F
IE
L D B
L V
D
H O
D G
E S D
R
H O
L A
D A
Y D
R
C H
E S T E
R D
R
H A
V E
R S T
IC
K R
DM
A P L E D
R
LINE "B"
P.O.T. 38+00.00"B"
99th ST
Whitaker, John R & Nancy L
Coleman, Martin A ET AL
Chandler, Frederick L & Doris B
Muller, Paul Condominium Trust
Pierce, Jeremy
Caito, Joseph P & Elberta S
Dickey, Phillip D
Walden Pond Homeowners Assoc Inc
Walden Pond Homeowners Assoc Inc
Mooreland, Chrystal K Trust
Frankum, Joshua & Molly H & W
Wood, Daniel J & Grubaugh, Kayla M
Bronnenberg, Scott T & Karin
Hoffman, Kenneth G & Jeanette L
Davidson, Charles L & Janice S
Wolfe, Geoff
Richardson, Alex
Moore, Timothy H
Luse, Jorey A
Buls, Eric J & Amanda N 33
Cosby, Andrew D
Roberts, Lola G
Pullins, Grant M & Denis J
Hunter, Jamie K & Lucy
Kasle, Richard J & Suan Trust
Inglenook Owners Assoc
Inglenook Owners Assoc
Sullivan, Patrick M
Rumi Estates LLC
Spahr, Michelle A
Jones, Nathaniel R & Morgan E
Common Area Common Area
Section 2
WALDEN POND
Section 1
HOLADAY HILLS & DALES
Section 1
HOLADAY HILLS & DALES
THE GROVE
S e c ti o n
L A
K E
W O
O D G
A R
D E
N S
Common Area Common Area
Section 1A
INGLENOOK
Section 1B
INGLENOOK
A p p S e c
L in e
Inst # 9909902729 31.50' Permanent Indianapolis Water Esmt.
50.00' Permanent Gas Line Esmt.
Area
Common 17
Lot
Section 2
POND
WALDEN
STA. 310+58.42"PR-M"
STA. 10+58.84"B"
BEGIN PROJECT
LINE "PR-M"
STA. 310+47.22"PR-M"
STA. 10+47.60"B"
CONSTRUCTION
BEGIN INCIDENTAL
STA. 337+06.46"PR-M"
STA. 37+04.21"B"
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DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
ADV ADV
MAINTENANCE OF TRAFFIC
1" = 50'
NONE
6 52
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N/A
N/A 22-ENG-05
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M A
T C
H L
IN
E S
T A
"B
S E E B
E L O
W
M A
T C
H L
IN
E S
T A
"B
S E E A
B O
V E
W E S T F
IE
L D B
L V
D
H O
D G
E S D
R
M A P L E D
R
C H
E S T E
R D
R
H A
V E
R S T
IC
K R
D
STA. 37+04"B"
LEGEND
CONSTRUCTION AREA
LOW INTENSITY FLASHING YELLOW LIGHT, TYPE "A"
TYPICAL SIGN STANDARD (ROAD CLOSURE SIGN ASSEMBLY)
CONSTRUCTION SIGN AND SUPPORTS
TRAFFIC FLOW ARROW
DRUM WITH TYPE "C" STEADY BURNING LIGHT
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
ROAD
CONSTRUCTION
AHEAD
XW20-1
SIDEWALK
CLOSED
R9-9
END
CONSTRUCTION
XG20-2
81 82 84 E
XW2-6
CONTRACT SHALL BE USED FOR THE PROJECT.
THE "INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", CURRENT TO THE DATE OF THIS
LOCAL ACCESS SHALL BE PROVIDED TO ALL PROPERTIES WITH EXISTING ACCESS AT ALL TIMES.
TOTAL ROADWAY WIDTH CANNOT BE LESS THAN 20' TO MAINTAIN 2-WAY LOCAL TRAFFIC.
DURING NON-WORK HOURS, ALL DRUMS SHALL HAVE TYPE "C" LIGHTS.
NOTES:
SECTION B-B
Ex. Ground
10' Min. 10' Min.Varies
50' (Typ.)
E
E
E
EE
E
E
84 81
84 81
LINE "B"
99th ST
50' (Typ.)
99th ST
LINE "B"
H O
L A
D A
Y D
R81
Station)
(Lift
(Ty p.)
STA. 310+58.42"PR-M"
STA. 10+58.84"B"
BEGIN PROJECT
CONSTRUCTION AREA
TYP. SECTION A-A
EX. GROUND
STD. DRUM
EX. GROUND
14'
CONSTRUCTION AREA
STD. DRUM
B
B
ONLY
R3-5R
ONLY
R3-5LR3-1 R3-2
85 86
R5-1a
WRONG
WAY
R5-1
SIGN ASSEMBLY
ROAD CLOSURE
ROAD CLOSED
THRU TRAFFIC
TO
(60" x 30")
R11-4
DETOUR
(48" x 18")
XM4-10(L or R)
DETOUR
AHEAD
XW20-2
M1-6
TYP.
SUMMARY OF QUANTITIES
99TH ST
TEMPORARY PEDESTRIAN CHANNELIZER
ROAD
AHEAD
CLOSED
XW20-3
SIGN SUMMARY
CLOSED
ROAD
SIGN ASSEMBLY
ROAD CLOSURE
(48" x 30")
R11-2
E
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DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
ADV ADV
1" = 50'
NONE
7 52
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N/A
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INTERSTATE
W 96th St
H a v e rs ti c k R d
W o o d b ri a r
L n
98th St
W h it le y D r
H a v e r
W a y
H a v e rs ti c k R d
USS Indianapolis Memorial Hwy
K e y s to n e A v e
D a y D r
98th St K it tr e ll D ri v e
W e s tf ie ld B lv d
M a p le D ri v e
Evenstar Blvd
E 101st St
H o li d a y D r
E 99th St
Colony Ct
E 98th St
E 96th St E 96th St
M a p le D ri v e
E 99th St
B
C
A *B
*A
C
D
1" = 400'
NONE
LEGEND
CONSTRUCTION SIGN TYPE "A" OR "B" AS INDICATED
STD. BARRICADE, TYPE III-B (REFLECTORIZED BOTH SIDES)
CONSTRUCTION AREA
DETOUR ROUTE MARKER ASSEMBLY AS INDICATED
LOW INTENSITY CONSTRUCTION WARNING LIGHT, TYPE "A"*
ROAD CLOSURE SIGN ASSEMBLY
END
C D
DETOUR
(24" x 24")
M1-6
(21" x 15")
M5-1(L or R)
(24" x 24")
M1-6
(21" x 15")
M6-1 (L or R)
(24" x 12")
XM4-8
(24" x 24")
M1-6
(21" x 15")
M6-3
(24" x 12")
XM4-6
(24" x 24")
M1-6
(24"x12")
XM4-8
DETOUR
(24" x 12")
M3-1 or 3
MARKER ASSEMBLY
CONFIRMING DETOUR ROUTE
MARKER ASSEMBLY
END DETOUR ROUTE
ROUTE MARKER ASSEMBLY
ADVANCE TURN DETOUR
MARKER ASSEMBLY
DIRECTIONAL DETOUR ROUTE
Speeding
Max $1000
Reckless Driving
Max 6 Yrs
ROAD
CONSTRUCTION
AHEAD
XW20-1
(60" x 36")
XW2-6
8281 83
M1-6
DETOUR
AHEAD
XW20-2
A B
DETOUR (24" x 12")
XM4-8
DETOUR (24" x 12")
XM4-8
(24" x 12")
M3-1 or 3
(24" x 12")
M3-1 or 3
STREET
99TH
99TH ST
81A 83
WEST WEST
WEST
WESTBOUND TRAFFIC DETOUR
99TH STREET
ROAD
AHEAD
CLOSED
XW20-3
SAN
T
M M
SS
W W
(4" Pl ast ic)
(4" Steel)
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
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D e s ig n
P la n s
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E X
B
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EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
8 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
TBM #300:
Sta. 11+14.35"B", 25.32' Lt., El. = 799.52 of PWP 60-349
Mag Spike Set 1' above ground in S sideN
LINE "B"
MAG NAIL SET FLUSH
P.O.T. 10+00.00"B"
E: 751,828.4560
N: 130,615.8550
99TH STB
L V
D
W E S T F
IE
L D
.0
.0
.2 0'
SW SIDE
STOP SIGN
NW SIDE
STREET SIGN
NE SIDE
FIRE HYD.,
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
P.O.T. 10+00.00"B"
Homeowners Association Inc
Walden Pond
Whitaker, John R & Nancy L
John Coleman Irrev Trust
Trustees Constance &
& Sarah A Blackman
Sarah E Woodmansee, Coleman, Martin A, Living Trust
Frederick L & Doris B Chandler
Trustees
Chandler, Frederick L & Doris B
Lot 9
Lot 10
Lot 11
Homeowners Association Inc
Walden Pond
(WALDEN POND Sec. 2)
(WALDEN POND Sec. 2 Common Area) (WALDEN POND Sec. 2 Common Area)
Cosby, Andrew D Roberts, Lola G
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
App. Ex. R/W
App. P.L.
A p p P .L
Ap p.
P.L
A p p P .L
A p p P .L
99th ST
W E S T F
IE
L D B
L V
D
(S d w k
(S d w k
(Sdwk.)(Sdwk.)
(Asph.)(Asph.)
(A s p h
(G rv l.
(A s p h
(G ra s s
(G ra s s
(G ra s s
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Wd. / Brush)
(1 " C
M P
(S a n P ip e
(S a n . P ip e
(San. Pipe)
(San. Pipe)
App. 1/4 Sec. Line
.5
.5 t.
W a rn
E le m
.2
.8 t.
W a rn
E le m
.8
.2 t.
W a rn
E le m
.8
.1 t.
W a rn
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.2 t.
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.9
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.1
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(9 T
H
W E S T F
IE
L D B
L V
D
.7
.9
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(C M
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R M S
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.1
.8
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(S P E E
D L
IM
IT
.9
.1
S in g P o s t S ig n
(U N
D E
R G
R O
U N
D G
A S L
IN
E M
A R
K E
R
.6
.7
B u r.
G a s M k r.
(C M
P S
T O
R M S
E W
E R
.4
.5
P ip e
(U G G
A S L
IN
E M
A R
K E
R
.2
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B u r.
G a s M k r.
(T E L E P
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T e l.
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IT
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M is c F ix e d S tr
XF
SAN
CTV
CTV
CTV
CTV
T T
M M M
SS
W
W
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
E x
C o n d
E X
B
.d g n
:2
:3
EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
9 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
TBM #301:
Sta. 16+94.44"B", 23.27' Lt., El. = 790.76 of PWP
Mag Spike Set 1' above ground in S side
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
(WALDEN POND Sec. 2 Common Area)
Homeowners Association Inc
Walden Pond
Muller, Paul Condominium Trust
Lot 16 Lot 17 Lot 18 Lot 19
(WALDEN POND Sec. 2 Common Area)
Homeowners Association Inc
Walden Pond
Ervin, KristinCaito, Joseph P & Elberta SPierce, Jeremy
Roberts, Lola G Hunter, Jamie Keith & Lucy Waterman Hunter
Richard J & Susan Kasle Jt. Rev Trust
Kasle, Richard J & Susan CoTrustees
(WALDEN POND Sec. 2)
App. Ex. R/W App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
A p p P .L
A p p P .L
Ap p.
P .L
A p p . P .L
A p p . P .L
App. P.L. A p p P .L
99th ST
(Sdwk.)
(Sdwk.)
(Asph.) (Asph.)
(A s p h
(A s p h
(A s p h
(G rv l.
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Wd. / Brush)
(San. Pipe)
(A s p h
App. 1/4 Sec. Line
.5
.3
P ri v a c y F e
.2
.3
U g S a n S e w e r
M k r.
.4
.5
S a n
M h
.0
.3
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.7
.5
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.1
.7
B u s h
.5
.8
B u s h
.0
.9
B u s h
.2
.8
B u s h
.0
.8
B u s h
.4
.7
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.0
.6
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.0
.1
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T ra n s
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C
.8
.5
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.4
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IT
.4
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.0
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.0
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(T E L P E
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(T O
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(C O
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U
IT
X
.1
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(I N
V
IS
IB
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E N
C E F
L A
G
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(I N
V
IS
IB
L E F
C E F L A
G
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IS
IB
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G
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V
IS
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G
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IS
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G
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IT
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(T O
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F P
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(A T
T
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H .H
(W D
A D
D R
E S S
.3
.0
F .P
COBX
CTV
M
M
SS
CO CO
W W W W
W
W
P la s ti c
4" Steel
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
E x
C o n d
E X
B
.d g n
:2
EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
10 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
TBM #302:
Sta. 21+40.87"B", 30.74' Rt., El. = 784.38 of PWP HMI18323
Mag Spike Set 1' above ground in N sideN
LINE "B"
E: 753,128.3270
N: 130,597.5170
99TH ST 85.15'
51.5 0'
.8
SE SIDE
PWR. POLE
D R
M A P L E M
SW SIDE
PWR. POLE
W. SIDE
MBOX # 2325
MAG NAIL SET FLUSH
P.I. 23+00.00"B"
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
No Curve Run
P.I. 23+00.00"B"
99th ST
H O
D G
E S D
R
M A P L E D
R
(WALDEN POND Sec. 2 Common Area)
Walden Pond Homeowners Association Inc
(WALDEN POND Sec. 2)
Dickey, Phillip D Chrystal K Mooreland Rev Trust
Chrystal K Trustee of
Mooreland, Frankum, Joshua & Molly h&w
(HOLADAY HILLS & DALES Sec. 1)
Lot 20
Lot 82 Lot 81
(WALDEN POND Sec. 2)
& Susan Kasle Jt Rev Trust
Richard J & Susan CoTrustees Richard J
Kasle, Sullivan, Patrick M
Inglenook Owners Association Inc
Inglenook Owners Association Inc
(INGLENOOK Sec. 1B Common Area 3
App. Ex. R/W
App. Ex. R/W App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
A p p E x R /W
App. Ex. R/W
A p p . P .L
A p p P .L
A p p P .L
A p p P .L
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(A s p h
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(Sdwk.)
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(S d w k
(A s p h
(G rv l.
(Lift Station)
(1
C M
P
(1
C M
P
App. 1/4 Sec. Line
.9
.1
P ri v a c y F e
.3
.5
B u s h
.1
.4
P ri v a c y F e
.7
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.4
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.9
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.9
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.0
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.1
.4
B u s h
.2
.5
B u s h
.3
.6
B u s h
.4
.4
B u s h
.7
.6
B u s h
.0
.8
S tu m p
.1
.7
D e c id
T r.
(I N
V
IS
IB
L E F
C E F L A
G
.9
.6
F e
(C M
P S
T O
R M S
E W
E R
.6
.1
P ip e
(T O
P O
F P
O L E
.0
.9
M is c F ix e d S tr
(S T
O P
.1
.2
S in g P o s t S ig n
(INGLENOOK Section 1A Common Area 1)
.0
.5
D e c id
T r.
(I N
G L E
N O
O K O
F C
A R
M E L
.5
.5
S in g P o s t S ig n
(C M
P S
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R M S
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.6
.1
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(U D
P S
T O
R M S
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.7
.0
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.4
.9
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.3
.0
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.7
.9
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IS
H
IN
G
.0
.4
S in g P o s t S ig n
(S P E E
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IM
IT
.1
.8
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C U
L V
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T
.0
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T
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T
.7
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T
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E T E
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.2
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N D
U
IT
.3
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U
IT
.8
.3
M is c F ix e d S tr
(C O
N D
U
IT
.6
.3
M is c F ix e d S tr
(C O
N D
U
IT
.1
.8
M is c F ix e d S tr
(C O
N D
U
IT
.9
.8
M is c F ix e d S tr
(U G M
K R
.7
.6
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G a s M k r.
(S T
O P
.0
.6
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(U G
A S M
K R
.5
.5
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G a s M k r.
(R C P S
T O
R M S
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E R
.9
.6
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(R C P S
T O
R M S
E W
E R
.0
.0
P ip e
(C M
P S
T O
R M S
E W
E R
.8
.1
P ip e
(W A
L D
E N P
O N
D
.8
.8
D b l.
P o s t S ig n
(9 T
H H
O D
G E S D
R
.4
.8
S t.
S ig n
(R C P S
T O
R M S
E W
E R
.9
.9
P ip e
(U G M
K R
.7
.7
B u r.
G a s M k r.
(C O
N D
U
IT
.9
.6
M is c F ix e d S tr
.4
.4
P w p
(C O
N D
U
IT
.2
.0
M is c F ix e d S tr
(C O
N D
U
IT
.6
.6
M is c F ix e d S tr
(C O
N D
U
IT
.8
.7
M is c F ix e d S tr
.7
.3
F .P (C
O N
C
X
.8
.0
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(B U
R
IE
D E
L E
C M
K R
.0
.5
M is c F ix e d S tr
(C O
N D
U
IT
.7
.6
M is c F ix e d S tr
(C O
N D
U
IT
.6
.2
M is c F ix e d S tr
(C O
N D
U
IT
.2
.8
M is c F ix e d S tr
(C O
N D
U
IT
.0
.7
M is c F ix e d S tr
(U G M
A R
K E
R
.9
.4
B u r.
G a s M k r.
(C O
N D
U
IT
.6
.6
M is c F ix e d S tr
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
E x
C o n d
E X
B
.d g n
:2
EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
11 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
COBXM M
M
M M
CO
W W
W
W
S te e l
TBM #303:
Sta. 25+37.36"B", 22.13' Rt., El. = 785.96
NE Flange bolt on F. HYD
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
(HOLADAY HILLS & DALES Sec. 1)
Frankum, Joshua & Molly h&w
Lot 20 Lot 20
Frankum, Joshua & Molly h&w Bronnenberg, Scott T & Karin
Lot 22
(HOLADAY HILLS & DALES Sec. 1)
Lot 23
Hoffman, Kenneth Glenn & Jeanette L
Sullivan, Patrick M Rumi Estates LLC Spahr, Michelle A
App. Ex. R/W
A p p
E x
R /W
App. Ex. R/W
App. Ex. R/W App. Ex. R/W
A p p
E x
R /W
A p p P .L
A p p P .L
A p p P .L
A p p P .L
99th ST
H O
L A
D A
Y D
R
(G rv l.
(A s p h
(G rv l.
(A s p h
(Asph.) (Asph.)
(A s p h
(Grass)
(Grass) (Grass) (Grass)
(Wd. / Brush)
(Wd. / Brush)
(Wd. / Brush)
(Grass)
App. 1/4 Sec. Line
.4
.2
B u s h
.8
.2
P w p
.0
.3
G u y A n c h o r
.1
.5
B u s h
.5
.7
G u y A n c h o r
.7
.2
P w p
.6
.9
G u y A n c h o r
.3
.0
G u y A n c h o r
.2
.8
M b o x
.6
.5
W a t.
M e te r
.0
.8
M b o x
.7
.6
B u s h
.0
.7
B u s h
.3
.6
B u s h
.7
.1
B u s h
.3
.8
B u s h
.7
.5
B u s h
.1
.4
B u s h
.7
.1
B u s h
.5
.1
B u s h
.7
.7
M b o x
.4
.6
M b o x
.5
.2
P w p
.3
.4
S tu m p
.6
.6
D e c id
T r.
.2
.3
F
H y d
.2
.7
S e w
C .O (8
P V
C
.1
.3
M b o x
.3
.8
W a t.
M e te r
.9
.8
D e c id
T r.
.3
.4
D e c id
T r.
.2
.0
D e c id
T r.
.1
.4
D e c id
T r.
.3
.0
D e c id
T r.
.0
.5
D e c id
T r.
.2
.6
D e c id
T r.
.6
.1
D e c id
T r.
(A R
R O
W
.8
.7
D b l.
P o s t S ig n
(S P E E
D L
IM
IT
.1
.5
S in g P o s t S ig n
(S A
N S E
W E
R V
A L V
E
F M
.5
.2
F .M
V a lv e
(S A
N S E
W E
R V
A L V
E
F M
.6
.7
F .M
V a lv e
(S E
W E
R M
A
IN
.8
.5
M is c F ix e d S tr
(M E T
R O
N E T O
N P
O L E
.4
.6
C o m m
B o x
(P S I
E N
E R
G Y
-3
.8
.2
P w p
(S T
O P
.9
.7
S in g P o s t S ig n
(U G
A M
K R
.3
.5
B u r.
G a s M k r.
(M E T
R O
N E T
.7
.0
T e s t/
O th e r
H .H
(U G M
K R
.1
.0
B u r.
G a s M k r.
(H O
L D
W E
Y H
IL
L S D
A L E S
.9
.5
D b l.
P o s t S ig n
M M
M
SS
W
W
W
4" Steel
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
E x
C o n d
E X
B
.d g n
:2
EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
12 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
TBM #304:
Sta. 29+52.18"B", 14.18' Lt., El. = 783.16 of PWP PSI ENERGY 088-343
Mag Spike Set 1' above ground in S side
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
(HOLADAY HILLS & DALES Sec. 1)
Kenneth Glenn & Jeanette L
Hoffman, Davidson, Charles L & Janice S Wolfe, Geoff Richardson, Alex Moore, Timothy H
Spahr, Michelle A
Lot 27Lot 26Lot 25
Lot 23
Lot 24
99th ST
App. Ex. R/W App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
(Asph.)
(A s p h
(A s p h
(A s p h
(Wd. / Brush)
(Wd. / Brush) (Wd. / Brush)
(Grass) (Grass) (Grass) (Grass)
A p p P .L
A p p P .L
A p p P .L
A p p P .L
App. 1/4 Sec. Line
.2
.4
W a t.
M e te r
.5
.4
G u y A n c h o r
.6
.2
G u y A n c h o r
.7
.8
P w p
.7
.9
P w p
.5
.6
M b o x
.3
.6
L t.
P o le
.8
.5
F .M
V a lv e
.9
.8
M b o x
.0
.8
W a t.
M e te r
.2
.3
F .M
V a lv e
.0
.4
P w p
.2
.1
M b o x
.9
.7
W o o d F e
.0
.2
W o o d F e
.5
.6
W o o d F e
.5
.3
B u s h
.6
.0
D e c id
T r.
.5
.9
D e c id
T r.
.6
.7
D e c id
T r.
.4
.0
F
H y d
(M E T
R O
N E T
.8
.7
T e s t/
O th e r
H .H
(S P E E
D L
IM
IT
.0
.0
S in g P o s t S ig n
(S A
N
IT
A R
Y S
E W
E R V
A L V
E
F M
.1
.4
F .M
V a lv e
(M A
G N
A
IL
F
O U
N D
.6
.7
M
N a il S e t
(M E T
R O
N E T B
O X O
N P
P W
P
.8
.0
C o m m
B o x
(U G M
K R
.3
.1
B u r.
G a s M k r.
.9
.5
F .M
V a lv e
.6
.2
F .M
V a lv
SS
W W W
WW
W W
W
S te e l
4" Steel
S te e l
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
E x
C o n d
E X
B
.d g n
:2
EXISTING TOPOGRAPHY
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
1" = 20'
NONE
of
ADV
13 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
TBM #305:
Sta. 34+31.20"B", 16.43' Lt., El. = 785.56 of PWP PSI ENERGY 089-259
Mag Spike Set found 1' above ground in S sideN
LINE "B"
E: 754,628.1200
N: 130,572.4620
99TH ST 54.80'
.5
SE SIDE
PWR. POLE
W. SIDE
PWR. POLE
MAG NAIL SET FLUSH
P.O.T. 38+00.00"B"
SE SIDE
TREE 30"
102.05'
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
LINE "A"
P.O.T. 38+00.00"A"
Moore, Timothy H
Lot 27
Spahr, Michelle A Jones, Nathaniel R & Morgan E Jones tc
(LAKEWOOD GARDENS Sec. 1)
(THE GROVE)
Buls, Eric J & Amanda N
Lot 2
Lot 6
(HOLADAY HILLS & DALES Sec. 1)
& DALES Sec. 1)
(HOLADAY HILLS
Luse, Jorey A
Lot 28
App. Ex. R/W
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
App. Ex. R/W App. Ex. R/W
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
A p p P .L
A p p P .L
A p p P .L
H A
V E
R S T
IC
K R
D
C H
E S T E
R D
R
99th ST
(Asph.)
(Asph.)
(A s p h
(A s p h
(Grvl.)
(Grass) (Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Wd. / Brush)
App. 1/4 Sec. Line
.1
.1
D e c id
T r.
.9
.6
W a t.
M e te r
.8
.6
D e c id
T r.
.5
.6
F
H y d
.5
.8
G u y A n c h o r
.9
.2
G u y A n c h o r
.9
.8
P w p
.8
.5
G u y A n c h o r
.6
.3
G u y A n c h o r
.4
.4
G u y A n c h o r
.1
.5
S a n
M h
.7
.9
M b o x
.0
.5
B u s h
.4
.8
B u s h
.9
.0
B u s h
.8
.3
E le c
M e te r
.5
.2
B u s h
.6
.6
B u s h
.1
.7
B u s h
.3
.7
B u s h
.1
.9
B u s h
.9
.2
M b o x
.7
.3
W o o d F e
.0
.7
D e c id
T r.
.0
.2
W d F e
.0
.4
W d F e
.5
.3
W o o d F e
.2
.4
G u y A n c h o r
.4
.3
S e c
C o r.
M o n
.2
.0
D e c id
T r.
.5
.1
B u s h
.5
.1
C o n if
T r.
.6
.1
B u s h
.3
.6
W a t.
M e te r
.4
.3
S tu m p
.1
.5
M e ta l F e
.9
.8
D e c id
T r.
.8
.6
B u s h
.9
.1
S tu m p
.7
.1
G u y A n c h o r
.0
.5
G u y A n c h o r
.4
.2
G u y A n c h o r
.7
.7
B u s h
.3
.9
G u y A n c h o r
.8
.4
G u y A n c h o r
.6
.0
M e ta l F e
.2
.9
M e ta l F e
.0
.2
D e c id
T r.
(A R
R O
W
.3
.6
D b l.
P o s t S ig n
(I P L
-1
A
.2
.5
P w p
(I P L
-1
A
.1
.9
P w p
(U G M
K R
.9
.2
B u r.
G a s M k r.
(U G M
K R
.5
.3
B u r.
G a s M k r.
(P S I
E N
E R
G Y
-3
.0
.7
P w p
(S T
O P
.4
.9
S in g P o s t S ig n
(U G M
K R
.4
.9
B u r.
G a s M k r.
(H O
L D
W E
Y H
IL
L S D
A L E S
.9
.7
D b l.
P o s t S ig n
(P S I
E N
E R
G Y
-2
.7
.1
P w p
(U G M
K R
.5
.0
B u r.
G a s M k r.
(A R
R O
W
.5
.0
D b l.
P o s t S ig n
(U G M
K R
.1
.8
B u r.
G a s M k r.
(U G M
K R
.6
.1
B u r.
G a s M k r.
(D U
K E E
N E
R G
Y
-3
-1
A
.0
.8
P w p
(C O
N D
U
IT
.7
.9
M is c F ix e d S tr
(C O
N D
U
IT
.4
.0
M is c F ix e d S tr
(H A
V E
R S T
IC
K
T
H
.2
.3
S t.
S ig n
SAN
T
M M
SS
W W
(4" Pl ast ic)
(4" Steel)
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
ADV ADV
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
1" = 20'
1" = 5'
14 52
CITY OF CARMEL
N/A
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
-5.25% +0.25%
NO V.C.
EL. 799.91
V.P.I. 10+60
.0
.0
.9
.9
.5
.1
.3
.3
.9
.0
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #300:
Sta. 11+14.35"B", 25.32' Lt., El. = 799.52 of PWP 60-349
Mag Spike Set 1' above ground in S sideN
LINE "B"
MAG NAIL SET FLUSH
P.O.T. 10+00.00"B"
E: 751,828.4560
N: 130,615.8550
99TH STB
L V
D
W E S T F
IE
L
.0
.0
.2 0'
SW SIDE
STOP SIGN
NW SIDE
STREET SIGN
NE SIDE
FIRE HYD.,
10+00 11+00 12+00 13+00 14+00
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
P.O.T. 10+00.00"B"
Homeowners Association Inc
Walden Pond
Whitaker, John R & Nancy L
John Coleman Irrev Trust
Trustees Constance &
& Sarah A Blackman
Sarah E Woodmansee, Coleman, Martin A, Living Trust
Frederick L & Doris B Chandler
Trustees
Chandler, Frederick L & Doris B
Lot 9
Lot 10
Lot 11 Homeowners Association Inc
Walden Pond
(WALDEN POND Sec. 2)
(WALDEN POND Sec. 2 Common Area)
(WALDEN POND Sec. 2 Common Area)
Cosby, Andrew D Roberts, Lola G
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
App. Ex. R/W
App. P.L.
A p p P .L
Ap p.
P.L
A p p P .L
A p p P .L
99th ST
W E S T F
IE
L D B
L V
D
(S d w k
(S d w k
(Sdwk.)(Sdwk.)
(Asph.)
(Asph.)
(A s p h
(G rv l.
(A s p h
(G ra s s
(G ra s s
(G ra s s
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Wd. / Brush)
(1 " C
M P
(S a n P ip e
(S a n P ip e
(Force Main)
(Force M ain)
App. 1/4 Sec. Line
(Force Main)
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
Gasline Easement
25'
Ex. R/W
S tr
N o
P.O.T. 10+45.42 "B", 24.95' LT
P.O.T. 310+45.00 "PR-M1" =
800.36
+51.43
800.04
+13.00
Path Grade Control by Existing Edge of Pavement Elevation (See Typical Section)
Proposed Path Grade
Plotted 10-ft below datum
Special "V" Ditch Rt.
799.2
+85.8
799.3
+70
Inv. 797.40
799.5
+03
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
LEGEND
M1
9.5" COMPACTED AGGREGATE, NO. 53 BASE
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
26 SODDING, NURSERY
W
WW
M1 M1M1
STRAIGHT CONCRETE CURB**
*** SEE CITY OF CARMEL STANDARD DRAWING 10-28 FOR DETAIL
** SEE CITY OF CARMEL STANDARD DRAWING 10-16 FOR DETAIL
* SEE CITY OF CARMEL STANDARD DRAWING 10-14 FOR DETAIL
37'
+50.65 (Ex. R/W)
33'
+75.00 (R/W)
33' R/W R/W
30'
+13.81 (P.L.)
30' R/W
.5
.9
LINE "PR-M1"1
.8
El. 800.36
10+58.84"B"
310+58.42"PR-M1"
BEGIN PROJECT
No Curve Run
Δ =07°56'32"(RT)
10+59.23 "B", 25.14 LT
P.I. 310+58.81 "PR-M1"=
GEOTEXTILE, TYPE 1A
RIPRAP, REVETMENT ON
Rim = 799.2
Invert = 797.4
15" Pipe Catch Basin &
+85.9, 14.5' Str. No. 10
17.9 SYS of Geotextile Type 1A
7.5 Tons of Revetment Riprap On
CONCRETE CURB & GUTTER, TYPE II*
6 IN. CONCRETE CAP
165 LBS./SYD. HMA SURFACE, TYPE B ON
WIDENING WITH HMA, TYPE B***
SIDEWALK, CONCRETEF
F
30'
+02.37 (P.L.)
30'
+27.27 (P.L.)
30'
+05.78 (P.L.)
33'
+01.89 (P.L.)
Ex. Grade Line
No Curve Run
Δ =172°58'55"(LT)
P.O.T. 11+13.12 "B", 18.37' LT
P.I. 311+13.116 "PR-M1" =
STA. 310+58.42"PR-M1"
STA. 10+58.84"B"
BEGIN PROJECT
STA. 310+47.22"PR-M1"
STA. 10+47.60"B"
CONSTRUCTION
BEGIN INCIDENTAL
XF
SAN
CTV
CTV
CTV
CTV
T T
M M M
SS
W
W
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
ADV
1" = 20'
1" = 5'
15 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
-1.73%
NO V.C.
EL. 785.52
V.P.I. 19+00
.9
.0
.3
.9
.4
.1
.2
.8
.9
.3
.7
.5
.5
.3
.7
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #301:
Sta. 16+94.44"B", 23.27' Lt., El. = 790.76 of PWP
Mag Spike Set 1' above ground in S side
14+00 16+00 17+00 18+0015+00 19+00
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
(WALDEN POND Sec. 2 Common Area)
Homeowners Association Inc
Walden Pond
Muller, Paul Condominium Trust
Lot 16 Lot 17 Lot 18 Lot 19
(WALDEN POND Sec. 2 Common Area)
Homeowners Association Inc
Walden PondCaito, Joseph P & Elberta SPierce, Jeremy
Roberts, Lola G Hunter, Jamie Keith & Lucy Waterman Hunter
Richard J & Susan Kasle Jt. Rev Trust
Kasle, Richard J & Susan CoTrustees
(WALDEN POND Sec. 2)
App. Ex. R/W App. Ex. R/W
App. Ex. R/WApp. Ex. R/W A p p P .L
A p p P .L
Ap p.
P .L
A p p . P .L
A p p . P .L
App. P.L. A p p P .L
99th ST
(Sdwk.) (Sdwk.)
(Asph.)
(Asph.)
(A s p h
(A s p h
(A s p h
(G rv l.
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)
(Grass)(Grass)
(Grass)
(Wd. / Brush)
(Force Main)
(A s p h
App. 1/4 Sec. Line
(Force Main)
Constr. Limits Constr. Limits
Constr. LimitsConstr. Limits
Masterson, Thomas & Beth
Gasline Easement
P.C. 318+62.87 "PR-M2"
P.I. 318+71.03 "PR-M2"
P.T. 318+79.15 "PR-M2"
P.C. 318+95.47 "PR-M2"
E = 0.33'
CURVE DATA
T = 8.16'
L = 16.28'
R = 100.00'
P.I. 318+71.03 "PR-M2"
CURVE DATA
T = 5.39'
L = 10.77'
R = 100.00'
E = 0.15'
P.I. 319+00.86 "PR-M2"
Path Grade Control by Existing Edge of Pavement Elevation (See Typical Section)
Proposed Path Grade
151515
M
M1
W
M1M1
WW
LEGEND
*** SEE CITY OF CARMEL STANDARD DRAWING 10-28 FOR DETAIL
** SEE CITY OF CARMEL STANDARD DRAWING 10-16 FOR DETAIL
* SEE CITY OF CARMEL STANDARD DRAWING 10-14 FOR DETAIL
.0
.0
No Curve Run
Δ =169°34'38"(LT)
P.O.T. 18+35.00 "B", 16.57' LT
P.I. 318+34.95 "PR-M2" =
30'
+06.73 (P.L.)
30'
+81.63 (P.L.)
21.9 SYS of Geotextile Type 1A
10.8 Tons of Revetment Riprap On
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
M1
9.5" COMPACTED AGGREGATE, NO. 53 BASE
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
26 SODDING, NURSERY
W
STRAIGHT CONCRETE CURB**
GEOTEXTILE, TYPE 1A
RIPRAP, REVETMENT ON
CONCRETE CURB & GUTTER, TYPE II*
6 IN. CONCRETE CAP
165 LBS./SYD. HMA SURFACE, TYPE B ON
WIDENING WITH HMA, TYPE B***
30'
+96.62(P.L.)
30'
+87.47 (P.L.)
30'
+70.55 (P.L.)
30' R/W
Ex. Grade Line
CTV
M
M
SS
CO CO
W W W W
W
W
P la s ti c
4" Steel
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
ADV
1" = 20'
1" = 5'
16 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
80' V.C.
EL. 784.75
V.P.I. 23+98.40
Inv. 783.40
+1.37% -2.12%
-3.90% -1.02%
+1.74% -2.75% +2.68% -1.56% +0.92%
+1.41%
NO V.C.
EL. 785.52
V.P.I. 19+00
NO V.C.
EL. 785.93
V.P.I. 19+30
NO V.C.
EL. 784.66
V.P.I. 19+90
NO V.C.
EL. 784.27
V.P.I. 20+00
NO V.C.
EL. 783.15
V.P.I. 21+10
NO V.C.
EL. 783.50
V.P.I. 21+30
NO V.C.
EL. 782.95
V.P.I. 21+50
NO V.C.
EL. 782.94
V.P.I. 22+00
NO V.C.
EL. 783.49
V.P.I. 22+20
20' V.C.
EL. 783.06
V.P.I. 22+47
20' V.C.
EL. 783.89
V.P.I. 23+37
Inv. 781.40 Inv. 781.98
Inv. 781.35
.7
.9
.2
.8
.7
.7
.8
.8
.2
.7
.0
.4
.5
.2
.7
.2
.9
.1
.5
.0
.5
.0
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #302:
Sta. 21+40.87"B", 30.74' Rt., El. = 784.38 of PWP HMI18323
Mag Spike Set 1' above ground in N sideN
LINE "B"
E: 753,128.3270
N: 130,597.5170
99TH ST 85.15'
51.5 0'
.8
SE SIDE
PWR. POLE
D R
M A P L E M
SW SIDE
PWR. POLE
W. SIDE
MBOX # 2325
MAG NAIL SET FLUSH
P.I. 23+00.00"B"
19+00 21+00 22+00 23+0020+00 24+00
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
No Curve Run
P.I. 23+00.00"B"
99th ST
H O
D G
E S D
R
M A P L E D
R
(WALDEN POND Sec. 2 Common Area)
Walden Pond Homeowners Association Inc
(WALDEN POND Sec. 2)
Dickey, Phillip D
Chrystal K Mooreland Rev Trust
Chrystal K Trustee of
Mooreland, Frankum, Joshua & Molly h&w
(HOLADAY HILLS & DALES Sec. 1)
Lot 20
Lot 82
Lot 81
(WALDEN POND Sec. 2)
& Susan Kasle Jt Rev Trust
Richard J & Susan CoTrustees Richard J
Kasle, Sullivan, Patrick M
Inglenook Owners Association Inc
Inglenook Owners Association Inc
(INGLENOOK Sec. 1B Common Area 3
App. Ex. R/W
App. Ex. R/W App. Ex. R/W
App. Ex. R/W
App. Ex. R/W
A p p . E x . R
/WA
p p
E x
R /W
App. Ex. R/W
A p p . P .L
A p p P .L
A p p P .L
A p p P .L
(Asph.) (Asph.)
(A s p h
(A s p h
(Sdwk.)
(Sdwk.)
(Sdwk.)
(S d w k
(S d w k
(A s p h
(G rv l.
(Lift Station)
(1
C M
P
(1
C M
P
App. 1/4 Sec. Line
(INGLENOOK Section 1A Common Area 1)
(8" P
V C S an
(8" PVC San.)
(8 P V C S a n
(12" RCP)
(8" PVC San.)
(Force Main)
(Force Main)
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
31.5' Water Easement
50' Gasline Easement
1 P.E.S.
2' of 12" Pipe &
+13 Str. No. 23
P.T. 323+70.29 "PR-M2"
P.I. 323+51.87 "PR-M2"
P.C. 323+33.40 "PR-M2"
E = 0.57'
R = 300.00'
L = 36.89'
T = 18.47'
P.I. 323+51.87 "PR-M2"
P.T. 322+90.40 "PR-M2"
P.I. 322+79.94 "PR-M2"
P.C. 322+69.45 "PR-M2"
P.T. 321+19.54 "PR-M2"
P.I. 321+10.04 "PR-M2"
P.C. 321+00.49 "PR-M2"
P.T. 320+15.89 "PR-M2"
P.I. 320+10.99 "PR-M2"
P.C. 320+06.08 "PR-M2"
P.T. 319+33.37 "PR-M2"
P.I. 319+29.23 "PR-M2"
P.C. 319+25.08 "PR-M2"
CURVE DATA
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
B
LEGEND
CONCRETE CURB AND GUTTER, 2'-7" WIDE16
26 SODDING, NURSERY
M
M
M
M
P.T. 319+06.24 "PR-M2"
P.I. 319+00.85 "PR-M2"
P.I. 321+30.23 "PR-M2"
E = 0.15'
CURVE DATA
T = 5.39'
L = 10.77'
R = 100.00'
P.I. 319+00.86 "PR-M2"
T = 4.14'
CURVE DATA
L = 8.29'
R = 200.00'
E = 0.04'
P.I. 319+29.23 "PR-M2"
R = 200.00'
CURVE DATA
T = 4.91'
L = 9.81'
E = 0.06'
P.I. 320+10.99 "PR-M2"
CURVE DATA
T = 9.55'
L = 19.05'
E = 0.46'
P.I. 321+10.04 "PR-M2"
CURVE DATA
T = 10.48'
L = 20.95'
R = 200.00'
E = 0.27'
P.I. 322+79.94 "PR-M2"
28.18'
.3
.4
RETAINING WALL
MODULAR BLOCK
' 5
LINE "PR-M2"
CONCRETE CURB RAMP
1 P.E.S.
4' of 12" Pipe &
+27, 21.2' Str. No. 20
B
.2
.2
39'
+50.00(R/W)
44'
+26.70 (P.L.)
32'
+51.72 (P.L.)
No Change, Req'd.
Ex. Culvert
+28 Str. No. 22
Proposed Grade Line "PR-M2"
Ex. Grade Line "PR-M2"
Proposed Grade Line "PR-M2"
+27 Str. No. 20
1 P.E.S.
20' of 12" Pipe &
+08, 27.9' Str. No. 21
+08, Str. No. 21
20' of 12" Pipe at 6.99%
+13 Str. No. 23
SIDEWALK, CONCRETEF
FF
784.14
+12.48 784.77
+84.39
Proposed Grade Line
Existing Ground Profile
784.66
+90.00
784.27
+20.00
RETAINING WALL ELEVATION
R/W
R/W
49'
+46.42 (Ex. R/W)
R/W
R/W
45.5'
+18.00 (R/W)
53.5'
+01.50 (Ex. R/W)
44.5'
+50.00 (R/W)
Top of Leveling Pad Elevation 782.50
1.5" APPROACH MILLING
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
COBXM M
M M
CO
W W
W
W
S te e l
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
:0
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
ADV
1" = 20'
1" = 5'
17 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
-1.50% +1.41% -1.11% +1.31% -0.65%
80' V.C.
EL. 784.75
V.P.I. 23+98.40
60' V.C.
EL. 783.10
V.P.I. 25+08.52
80' V.C.
EL. 803.99
V.P.I. 26+58.65
60' V.C.
EL. 783.82
V.P.I. 27+48.28
.0
.9
.6
.3
.1
.2
.5
.5
.0
.5
.2
.4
.9
.3
.6
.8
.1
.6
.4
.1
.8
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #303:
Sta. 25+37.36"B", 22.13' Rt., El. = 785.96
NE Flange bolt on F. HYD
24+00 26+00 27+00 28+0025+00
29+00
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
(HOLADAY HILLS & DALES Sec. 1)
Frankum, Joshua & Molly h&w
Lot 20 Lot 21
Bronnenberg, Scott T & Karin
Lot 22
(HOLADAY HILLS & DALES Sec. 1)
Lot 23
Hoffman, Kenneth Glenn & Jeanette L
Sullivan, Patrick M Rumi Estates LLC
App. Ex. R/W
A p p
E x
R /W
App. Ex. R/W
App. Ex. R/W App. Ex. R/W
A p p
E x
R /W
A p p P .L
A p p P .L
A p p P .L
99th ST
H O
L A
D A
Y D
R
(G rv l.
(A s p h
(G rv l.
(A s p h
(Asph.) (Asph.)
(A s p h
(Grass)
(Grass) (Grass) (Grass)
(Wd. / Brush)
(Wd. / Brush)
(Wd. / Brush)
(Grass)
App. 1/4 Sec. Line
(San. Pipe)
(Ex. San. Pipe)
W = 13'
+21 Mod. Residential Driveway W = 12'
+56 Mod. Residential Driveway
W = 13'
+82 Mod. Residential Driveway
Constr. Limits
Constr. Limits Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
WOOD, DANIEL J & GRUBAUGH, KAYLA M
E = 0.02'
R = 200.00'
L = 6.00'
T = 3.00'
P.I. 324+76.82 "PR-M2"
CURVE DATA
CURVE DATA
T = 3.00'
L = 6.00'
R = 200.00'
E = 0.02'
P.I. 325+26.85 "PR-M2"
CURVE DATA
T = 4.00'
L = 8.00'
R = 200.00'
E = 0.04'
P.I. 326+51.85 "PR-M2"
CURVE DATA
T = 4.33'
L = 8.66'
R = 200.00'
E = 0.05'
P.I. 327+01.89 "PR-M2"
P.C. 326+97.55 "PR-M2"
P.I. 327+01.89 "PR-M2"
P.T. 327+06.22 "PR-M2"
P.T. 326+55.84 "PR-M2"
P.I. 326+51.85 "PR-M2"
P.C. 326+47.85 "PR-M2"P.C. 325+23.85 "PR-M2"
P.I. 325+26.85 "PR-M2"
P.T. 325+29.85 "PR-M2"
P.C. 324+73.83 "PR-M2"
P.I. 324+76.82 "PR-M2"
P.T. 324+79.82 "PR-M2"
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
C
CONCRETE CURB AND GUTTER, 2'-7" WIDE16
26 SODDING, NURSERY
SUBGRADE TREATMENT, TYPE II
6" PCCP ON
RESIDENTAL DRIVE, PCCP FOR APPROACHES:
CCC 3
MMMMM
262626
LEGEND
CONCRETE CURB RAMP
B
' 1
LINE "PR-M2"
Proposed Grade Line "PR-M"
Ex. Grade Line "PR-M"
Proposed Grade Line "PR-M"
RELOCATE PANEL SIGN
B
1.5" APPROACH MILLING
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
2EA
(TriCo FM Valves)
Adjust Valve to Grade
8" Concrete Collar
Neenah R-1714 Casting
Concrete Collar and Technical Specs
See detail bottom right
TriCo Flushing Station Pit.
TriCo Flushing Station Pit Casting Installation Details
Not to Scale
PLAN VIEW
ELEVATION VIEW
Multi-Use Path Surface
42"
42"
8" 8"
26" 8"8"
M
SS
W
W
W
4" Steel
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
ADV
1" = 20'
1" = 5'
18 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
+0.85% -0.41% +1.21% -0.44%
+1.10%
80' V.C.
EL. 782.63
V.P.I. 29+31.27
60' V.C.
EL. 784.02
V.P.I. 30+94.25
80' V.C.
EL. 783.58
V.P.I. 32+02.04
60' V.C.
EL. 784.45
V.P.I. 32+74.23
80' V.C.
EL. 784.14
V.P.I. 33+44.28
.2
.2
.8
.4
.4
.1
.3
.7
.9
.2
.5
.8
.8
.2
.6
.9
.7
.7
.1
.3
.3
.7
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #304:
Sta. 29+52.18"B", 14.18' Lt., El. = 783.16 of PWP PSI ENERGY 088-343
Mag Spike Set 1' above ground in S side
29+00 31+00 32+00 33+0030+00
34+00
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
M A
T C
H L
IN
E S
T A
"B
S E E N
E X T S
H E E T
LINE "B"
Kenneth Glenn & Jeanette L
Hoffman, Davidson, Charles L & Janice S Wolfe, Geoff Richardson, Alex Moore, Timothy H
Rumi Estates, LLC
Lot 27Lot 26Lot 25
Lot 23
Lot 24
99th ST
App. Ex. R/W App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
(Asph.)
(A s p h
(A s p h
(A s p h
(Wd. / Brush)
(Wd. / Brush) (Wd. / Brush)
(Grass) (Grass) (Grass) (Grass)
A p p P .L
A p p P .L
A p p P .L
A p p P .L
App. 1/4 Sec. Line
(HOLADAY HILLS & DALES Sec. 1)
(San. Pipe)
(Ex. San. Pipe)
W = 18'
+02 Mod. Residential Driveway W = 13'
+88 Mod. Residential Driveway
W = 12'
+79.5 Mod. Residential Driveway
Constr. Limits Constr. Limits Constr. Limits Constr. Limits
Constr. LimitsConstr. LimitsConstr. LimitsConstr. Limits
CURVE DATA
T = 3.00'
L = 6.00'
R = 200.00'
E = 0.02'
P.I. 333+51.89 "PR-M2"
P.C. 333+98.91 "PR-M2"
P.C. 333+48.89 "PR-M2"
P.I. 333+51.89 "PR-M2"
P.T. 333+54.89 "PR-M2"
P.I. 331+51.89 "PR-M2"
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
C
LEGEND
26 SODDING, NURSERY
SUBGRADE TREATMENT, TYPE II
6" PCCP ON
RESIDENTAL DRIVE, PCCP FOR APPROACHES:
CCC MMMM
26262626
CONCRETE CURB RAMP
A p p P .L
LINE "PR-M2"
Ex. Grade Line "PR-M2"
Proposed Grade Line "PR-M2"
(TriCo FM Valves)
Adjust Valve to Grade
(TriCo FM Valves)
Adjust Valve to Grade
(TriCo FM Valves)
Adjust Valve to Grade
(TriCo FM Valves)
Adjust Valve to Grade
(TriCo FM Valves)
Adjust Valve to Grade
SS
W W W
WW
W W
W
S te e l
4" Steel
S te e l
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
P la n P r o f
P P
B
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
All R/W described from Line "B", except as shown.
LINE "B"
PLAN & PROFILE
ADV
1" = 20'
1" = 5'
19 52
MP
CITY OF CARMEL
N/A
N/A 22-ENG-05
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
+1.10% -0.51% +1.00% +1.71%
80' V.C.
EL. 784.70
V.P.I. 35+25.59
N.C.
EL. 785.14
V.P.I. 35+70.13
.5
.6
.6
.7
.9
.5
.2
.9
.7
.8
.9
HAMILTON CO.
CLAY TWP.
SEC. 7, T17N, R4E
TBM #305:
Sta. 34+31.20"B", 16.43' Lt., El. = 785.56 of PWP PSI ENERGY 089-259
Mag Spike Set found 1' above ground in S sideN
LINE "B"
E: 754,628.1200
N: 130,572.4620
99TH ST 54.80'
.5
SE SIDE
PWR. POLE
W. SIDE
PWR. POLE
MAG NAIL SET FLUSH
P.O.T. 38+00.00"B"
SE SIDE
TREE 30"
102.05'
34+00 36+00 37+0035+00
M A
T C
H L
IN
E S
T A
"B
S E E P
R E
V
IO
U S S
H E E T
LINE "B"
P.O.T. 38+00.00"A"
Moore, Timothy H
Lot 27
Spahr, Michelle A Jones, Nathaniel R & Morgan E Jones tc
(LAKEWOOD GARDENS Sec. 1)
(THE GROVE)
Buls, Eric J & Amanda N
Lot 2
Lot 6
(HOLADAY HILLS & DALES Sec. 1)
& DALES Sec. 1)
(HOLADAY HILLS
Luse, Jorey A
Lot 28
App. Ex. R/W
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
App. Ex. R/W App. Ex. R/W
App. Ex. R/W
A p p
E x
R /W
A p p
E x
R /W
A p p P .L
A p p P .L
A p p P .L
C H
E S T E
R D
R
99th ST
(Asph.)
(Asph.)
(A s p h
(A s p h
(Grvl.)
(Grass)
(Grass) (Grass)
(Grass)
(Grass)
(Grass)
(Wd. / Brush)
App. 1/4 Sec. Line
(Ex. San. Pipe)
(Sa n.
Pip e)
W = 21'
+96 Mod. Residential Driveway
Constr. Limits
Constr. Limits Constr. Limits
Constr. Limits
Constr. Limits Constr. Limits
H A
V E
R S T
IC
K R
D
P.I. 334+01.91 "PR-M2"
P.T. 334+04.91 "PR-M2"
P.C. 335+47.73 "PR-M2"
P.I. 335+59.91 "PR-M2"
P.T. 335+72.07 "PR-M2"
CURVE DATA
T = 12.18'
L = 24.34'
R = 300.00'
E = 0.25'
P.I. 335+59.91 "PR-M2"
CURVE DATA
T = 3.00'
L = 6.00'
R = 200.00'
E = 0.02'
P.I. 334+01.91 "PR-M2"
M
SUBGRADE TREATMENT TYPE III
6" COMPACTED AGGREGATE, NO. 53 BASE ON
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
C
LEGEND
CONCRETE CURB AND GUTTER, 2'-7" WIDE16
26 SODDING, NURSERY
SUBGRADE TREATMENT, TYPE II
6" PCCP ON
RESIDENTAL DRIVE, PCCP FOR APPROACHES:
C M
M
M1
9.5" COMPACTED AGGREGATE, NO. 53 BASE
275 LBS./SYD. HMA INTERMEDIATE, TYPE B ON
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR MULTI-USE PATH:
15 W
M1
.8
B
CONCRETE CURB RAMP
.2
LINE "PR-M2"
STA. 337+06.46 "PR-M2"
STA. 37+04.21"B"
END PROJECT
Ex. Grade Line "PR-M2"
No Curve Run
Δ =3°05'40"(LT)
P.0.T. 36+82..71 "B", 15.25' LT
P.I. 336+84.95 "PR-M2"
W
6 IN. CONCRETE CAP
165 LBS./SYD. HMA SURFACE, TYPE B ON
WIDENING WITH HMA, TYPE B***
15 CONCRETE CURB & GUTTER, TYPE II*
*** SEE CITY OF CARMEL STANDARD DRAWING 10-28 FOR DETAIL
** SEE CITY OF CARMEL STANDARD DRAWING 10-16 FOR DETAIL
* SEE CITY OF CARMEL STANDARD DRAWING 10-14 FOR DETAIL
B
1.5" APPROACH MILLING
165 LBS./SYD. HMA SURFACE, TYPE B ON
HMA FOR APPROACHES, TYPE B:
No Curve Run
Δ =01°33'18"(LT)
P.0.T. 36+50.00 "B", 17.02' LT
P.I. 336+52.20 "PR-M2"=
P.O.T. 38+00.00"A"
P.O.T. 338+02.25 "PR-M2" =
Proposed Grade Line "PR-M2"Proposed Grade Line "PR-M2"
ST
799.98
+70.00, 23.78'
799.53
+00.00, 20.0'
800.26 (Ex.)
+47.60, 29.98'
800.34 (Ex.)
+47.60, 28.51'
800.06
+69.38, 18.82'
799.91
+70.62, 28.74'
800.24
+58.18, 20.23'
1.60%
800.08
+59.51, 30.14'
1.50%
800.16
+58.84, 25.13'
.5
.5
799.46
+00.73, 24.96'
799.61
+99.48, 15.04'
800.34 (Ex.)
+52.37, 24.18'
800.34 (Ex.)
+52.42, 20.17'
.5
11.91'
5.76'
P
C
C a r m e l r e lt i-
U t h
D e s ig n
P la n s
M is c
IN
T D
E T
S P
O T
.d g n
:2
CHECKED:
DRAWN:
CHECKED:
FOR APPROVAL
RECOMMENDED
DESIGN ENGINEER DATE
HORIZONTAL SCALE
VERTICAL SCALE
SURVEY BOOK
CONTRACT PROJECT
SHEETS
DESIGNATION
BRIDGE FILE
of
SPOT ELEVATION
INTERSECTION DETAILS
1" = 5'
NONE
ADV ADV
20 52
CITY OF CARMEL
N/A
N/A
UNLESS OTHERWISE SHOWN.
ALL CALLOUTS DESCRIBED FROM LINE "B",
O
FESSIONAL E
NGI
N
E
ER
RE
GISTERED
NO.
PE10403307
.W NAHTA
N
01/03/2025
W E S T F
IE
L D B
L V
D
LINE "B"
99th ST
App. Ex. R/W
A p p
E x
R /W
LEGEND
LINE "PR-M1"
SIDEWALK, CONCRETEF
F
SS
.5
.5
R
+28.79, 64.73
'R
+20.35, 64.19
.5
% 783.23
+00.17, 36.86'
783.40 (Ex.)
+74.64, 42.62'
783.27 (Ex.)
+74.25, 23.91'
783.18 (Ex.)
+53.55, 24.13'
782.93 (Ex.)
+95.36, 42.78'
782.88 (Ex.)
+53.93, 42.46'
783.14 (Ex.)
+24.69, 24.42'
783.09 T.C. (Ex.)
783.09 B.C. (Ex.)
+24.53, 25.92'
783.21 (Ex.)
+40.00, 23.23'
783.18 T.C. (Ex.)
783.18 T.C. (Ex.)
+40.16, 24.72'
783.16
+00.00, 41.86'
783.31
+00.34, 31.86'
.5
783.23 (Ex.)
+94.96, 23.69'
783.18 (Ex.)
+14.90, 23.49'783.12 (Ex.)
+38.93, 24.28'
783.13
+29.00, 29.00'
783.16
+29.00, 34.00'
783.18
+29.00, 39.00'
783.20
+40.36, 31.68'
.8
783.10
+53.64, 28.49'
782.95
+53.85, 38.48'
.7
783.30
+74.34, 28.06'
783.37
+74.55, 38.05'
783.17
+95.04, 27.62'
783.02
+95.25, 37.62'
.5
783.10
+38.98, 28.79'
782.94
+51.04, 38.54'
783.39 T.C.
782.89 B.C.
+49.10, 38.58'
782.89
+48.44, 38.60'
783.55 T.C.
783.05 B.C.
+35.65, 28.86'
783.05
+34.41, 28.89'
1.50%
1.
0%
783.01
+99.46, 37.53'
783.13
+14.94, 27.21'
783.46 T.C.
782.96 B.C.
+01.59, 37.49'
782.96
+02.32, 37.47'
783.58 T.C.
783.08 B.C.
+20.73, 27.09'
783.15
+24.16, 32.02'
783.23
+40.25, 26.68'
783.18
+40.46, 36.68'
783.08
+24.16, 27.02'
0.55%
783.08
+24.16, 37.02'
.5
.5
%1.50%
783.19 (Ex.)
+49.46, 45.80'
783.32 (Ex.)
+46.02, 47.75'
783.20 (Ex.)
+99.59, 46.37'
783.16 (Ex.)
+02.79, 48.50'
19.44'
5.41'
.5
.5
0.60%
0.07%
7.4'
783.07
+36.40, 38.85'
7.21'
1…
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