146th_&_Hazel_Dell_RAB_CWU_Water_Relocation_Plans.pdf
PDF 21 MB Posted
- Solicitation number
- PR-26-0836
- Issued by
- Hamilton County, Indiana
About this file
This document consists of construction plans for the City of Carmel Water Utility's water main relocation project at the intersection of 146th Street and Hazel Dell Parkway in Hamilton County, Indiana. The plans were prepared by Transportation & Development Consultants and are designated for the 146th Street and Hazel Dell Parkway intersection improvement initiative, which involves both intersection improvements and new bridge construction spanning Clay and Noblesville Townships. The project encompasses the relocation and installation of water mains ranging from 6 inches to 20 inches in diameter across multiple segments, with associated infrastructure including valves, hydrant assemblies, tees, reducers, and service line connections. The construction documents include ten sheets of detailed plans and profiles covering approximately 59+ stations along Line A (146th Street) and Line B (146th Street/Hazel Dell Parkway), with miscellaneous details addressing installation specifications, meter pit configurations, valve assemblies, and trench requirements. The project requires a minimum cover of 4.5 feet for water mains and includes field verification of existing utilities, deflection of pipe using mechanical joint (MJ) bends to avoid conflicts with existing structures, and coordination with Carmel Water Utility (CWU) personnel during construction.
The construction documents specify that contractors must comply with all existing utility locations, maintain traffic control according to MUTCD standards, and perform underground location notifications two working days before commencing excavation as required by Indiana State Law IS-69-1991. Key construction elements include 263 linear feet of 18-inch ductile iron (DI) pipe, 523 linear feet of 20-inch high-density polyethylene (HDPE) pipe, and various connector types with multiple valve adjustments and hydrant replacements throughout the project corridor. The plans indicate specific invert elevations for storm sewer structures and require valve key extensions for any keys below 4 feet from finished grade. Design approval was recommended by DEB (Design Engineer), with the document date-stamped July 23, 2026, and prepared under Project Report Number 19700381 for the City of Carmel, Indiana 46032, with contact information at (317) 571-2442.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LANE YOUNG, DIRECTOR
146TH ST & HAZEL DELL PKWY
CITY OF CARMEL
WATER MAIN RELOCATION
6T
H
ST
H
AZ
EL
D
EL
L
PK
W Y
W
AT
ER
M
AI
N
RE
LO
CA
TI
ON
CONSTRUCTION
DOCUMENTS
WATER UTILITY
RP
T R REDEG R
19700381
STATE OF
AI
SS
I
F E O
ANO L
IN D NA
R
EE
GNE
NI
R
T
E
E TN I S
E.
ET
N
OPW
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: T
IT
LE
SH
T.
dw g
DA
TE
/U
SE
R
: 7 /2
1/
:0
PM /
Cb en ne tt
PROJECT LOCATION
PLANS PREPARED BY
TRANSPORTATION &
DEVELOPMENT CONSULTANTS
115 N 17TH AVE
BEECH GROVE, IN 46107
(317) 780-1555
CROSSROADENGINEERS.COM
AutoCAD SHX Text %%u LOCATION MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CERTIFIED BY:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
OWNER
AutoCAD SHX Text
CITY OF CARMEL
AutoCAD SHX Text
WATER UTILITY
AutoCAD SHX Text
CARMEL, INDIANA 46032
AutoCAD SHX Text
(317) 571-2442
AutoCAD SHX Text
PER INDIANA STATE LAW IS-69-1991.
AutoCAD SHX Text
DAYS BEFORE COMMENCING WORK.
AutoCAD SHX Text
LOCATION SERVICE TWO (2) WORKING
AutoCAD SHX Text
WITHOUT NOTIFYING THE UNDERGROUND
AutoCAD SHX Text
IT IS AGAINST THE LAW TO EXCAVATE
AutoCAD SHX Text
CALL TOLL FREE
AutoCAD SHX Text 1-800-382-5544
AutoCAD SHX Text
"IT'S THE LAW"
AutoCAD SHX Text
CALL 2 WORKING DAYS BEFORE YOU DIG
AutoCAD SHX Text
HOLEY MOLEY SAYS
AutoCAD SHX Text
"DON'T DIG BLIND"
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
DEB
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
JCB
AutoCAD SHX Text
DEB
AutoCAD SHX Text
TEN
AutoCAD SHX Text
SET #
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
WATER MAIN PLAN & PROFILE
AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
AutoCAD SHX Text 2-7
AutoCAD SHX Text
JULY 2026
AutoCAD SHX Text
30 W MAIN ST SUITE 220
AutoCAD SHX Text
ALL MAINTENANCE OF TRAFFIC TO CONFORM
AutoCAD SHX Text
TO LATEST MUTCD STANDARDS
AutoCAD SHX Text
MISCELLANEOUS DETAILS
AutoCAD SHX Text 8-10
146th STREET (Bit. Mat.)
Co mm
. D r.
(B it.
Ma t.)
Co mm
. D r.
(B it.
Ma t.)
(Conc.)
Median (Grass) Median (Conc.)
Median (Grass)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
(Conc.) (Conc.)
(Grass)
Pond
(Lawn)
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
G G
G G
G G
G G
G G
G
G
G G G G G G
G G
G G
G G
G G
G G
G
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WE E
E E
E E
E
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
OHE&T OHE&T OHE&T OHE&T OHE&T
TV TV TV TV
E E
E
E E E E E E E
E E
E E
E E
E E
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
T T
T T
T T
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
E E
E E
E E
E E
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
E
E
E
E E E E E E E E
E
E E E E E E E E E E E
E E E E E E E E E E E
E
E
E
E
E
E
E
E
E
GGGGGG
G
GG
WWWW
E E
E E
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
Line "A"
146TH ST
GR
AC
E C
HU
RC
H
Str. No. 111
Str. No. 112
Str. No. 115
Str. No. 114
Str. No. 123
Str. No. 119AStr. No. 117A Str. No. 117
Str. No. 116
Str. No. 119E
Str. No. 118
Str. No. 119B
Str. No. 119-F
Str. No. 113
Str. No. 119
Str. No. 119D
Str. No. 119C
Str. No. 120
Str. No. 121A
Str. No. 121
Str. No. 114B
Str. No. 122
App PL
App PL
App. Exist. R/W
App. Exist. R/W R/W
R/W
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
5579 E 146TH ST
14561 TIMWINDY CT14564 TIMWINDY CT14568 JACKIE
SPRING CT
14563 ALLEN
PASS CT
0 E 146TH ST 5504 E 146TH ST
18" 45° MJ Bend18" 45° MJ Bend
18" Connection 18" Connection
38 LFT of 18" DI
163 LFT of 18" DI
35 LFT of 18" DI Exist. 18" DI CWU
18" Cut & Cap 18" Cut & Cap
17+00 18+00 19+00 19+75
4.5' Min. Cover 4.5' Min. Cover18" 11.25° Vertical Bend
18" 11.25° Vertical Bend263 LFT of 18" DI
18" Connection
18" Connection
Prop. Grade @ Water Main
Exist. Grade @ Water Main
PROPOSED LEGEND
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 2
1"=30'
1"=5'
M
AT
CH
L
IN
E
"A
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text
TR
AutoCAD SHX Text
TR
AutoCAD SHX Text W
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
R
E E
E E
E E
E E
146th STREET (Bit. Mat.)
DO
VE
R
DR
IV
E
(B it.
Ma t.)
DO
VE
R
DR
IV
E
(B it.
Ma t.)
Co mm
. D r.
(B it.
Ma t.)
Pv
t. D r.
(B it.
Ma t.)
(C on c.)
Median (Grass) Median (Grass)Median (Conc.)
Median (Conc.)
P. Lot (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)(Conc.) (Conc.) (Conc.) (Conc.)
(Conc.) (Conc.)
(Lawn)
(Lawn)
(Lawn)
(Lawn)
(Cult. Field)
S.
W
Co nc
S.
W
Co nc
S.
W
Co nc
S.
W
Co nc
2-Sty.
Br. Hse.
G G G G G G G G G G G G G G G G G G G
Pvt. Dr.
(Conc.)
Pvt. Dr.
(Conc.)(Lawn)(Lawn)(Lawn) 2-Sty.
Brk./Frm. Hse
1-Sty.
Brk./Frm. Hse
(Lawn)
1-Sty.
Brk. Hse
Pool
P. Lot (Bit. Mat.)
E E
E E
E E
E E
E E
G G
G G
G G
G G
G G
G G
G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G
G G
G G G G G G G
G G
G G
G G
G G
G G
G G
G G
G G G G G G G G G
G G G G G
G G
G G
G G
G G
G
G
G
G
G G
E
W W W W W W W W W
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
W
W W
W
W W
W
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W W W W W W W W W W W W W W W W
TV
TV
TV
TV
TV
E E
G G
G G
G G
G G
G G
GGGGG
G G
G G
G G
G G
G G
G
TV
TV
TV
TV
TV
TV
T T T T T T T T T T T T T T
T T T T T T T T T T T T T T
G
TVTVTV
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
E
EEEEE
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
E E
E TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TVT
T
T T
T T
T T
T T
T T
T T
TV TV TV
W
E E
E E
E E
E E E E E E E
GGG
TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
E E
E E
E E
E E E E E E E
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
E E
E
E
E
E E
W W W W W W W
Line "A"
146TH ST
CD CD CD CD CD CD CD CD CD CD CD CD CD
Str. No. 129
Str. No. 155B
Str. No. 156
Str. No. 155
Str. No. 125
Str. No. 124
Str. No. 127A
Str. No. 127
Str. No. 152B
Str. No. 126
Str. No. 131
Str. No. 133
Str. No. 130A
Str. No. 152
Str. No. 151
Str. No. 130
Str. No. 704
Str. No. 134A
Str. No. 151A
Str. No. 134
Str. No. 705
Str. No. 148
Str. No. 135
Str. No. 138
Str. No. 701
Str. No. 136A
Str. No. 141A
Str. No. 146
Str. No. 703
Str. No. 136
Str. No. 146B
Str. No. 702
Str. No. 137A
Str. No. 137
Str. No. 144A
Str. No. 141
Str. No. 145
Str. No. 151B
Str. No. 144
Str. No. 154
Str. No. 149
Str. No. 409
Str. No. 408
Str. No. 153
App. Exist. R/W App PL
R/W
App PL
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
Ap p
PL
App. Exist. R/W
14587 WHITE
HALL CIR.
14588 WHITE
HALL CIR.
14585 DOVER DR
14586 DOVER DR
5579 E 146TH ST
5588 E 146TH ST
5594 E 146TH ST
0 HAZEL DELL RD
189 LFT of 20" HDPE 18" Connection
Adjust Valve to Grade
Replace and Adjust Hydrant to Grade Adjust Valve to Grade
Replace Hydrant and Adjust to Grade
20"x18" MJ Reducer
20" MJ Adaptor 20" Water Stop
18" Cut & Cap
PROPOSED LEGEND
30+75 31+00 32+00 33+00
4.5' Min. Cover
189 LFT of 20" HDPE
Prop. Grade @ Water Main Exist. Grade
@ Water Main
18" Connection
1.5' Min. Separation
Str. No. 2970 SE Inv.=783.20
Str. No. 151B-154 Inv.=780.92
Str. No. 3009 S Inv.=783.49
20"x18" MJ Reducer 20" MJ Adaptor 20" Water Stop
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 3
1"=30'
1"=5'
M
AT
CH
L
IN
E
"A
M
AT
CH
L
IN
E
"A
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV
W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W W
W W
W
W W W W W
146th STREET (Bit. Mat.)
Median (Conc.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
(Conc.)
(Conc.)
(Conc.)
(Con c.)
(Lawn)
(La wn)
(Lawn)
(Lawn)
(Lawn)
(L aw n)S.
W
Co nc
S.W. (Conc.)
S.W. (Conc.)
S.
W
Co nc
S.
W
Co nc
1-Sty.
Comm.
Bldg.
T T
T T
T T
T T
T T
T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
E E
E E
E
E
TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV
T T
T T
T T
T T
W W W W
1-Sty.
Brk. Hse 1-Sty.
Brk. HsePvt. Dr.
(Conc.)
Pvt. Dr.
(Conc.)
(Lawn)
(Lawn) (Lawn)
Porch
Deck
G G
G G
G G
G G
G G
G
GGGGGGGGGGGGGGGGGGGGGGGGGGGG
G G G G G G G G G G G G G G G G G G G G G
G G G G G G GG G G G G G G G G G G G G G G G G
G G
G G
G G
G G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
W
W
W
W W W W W W W W W W W W W W W W W W W W
W W
W W
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
TV
TV
TV
TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
W W
W W
W W
W W
W W
W W
W
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
G G G G G G
G G
G G
G G
G G
G G
G
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E
EEE
TV TV TV TV TV TV TV TV TV
G G
G G
G G
G G
G G
G
T T
T T
T T
T T
T T
T T
T T
T T
T T
T
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
G
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
E E
E E
E E
E E
E E
TV TV TV TV
TV TV TV TV
TV TV TV TV
TV TV TV TV
TV TV TV TV TV TV TV TV TV TV
TV
TV
E E E E E E E E E E E E E E E E E E E E
E E
E E
E E
E E
E
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T T
T T
T T
T T
T T
T
T T T T T T
TV
TV
TV
TV
TV
TV
E E
E E
E E
TV
TV
TV
TV
TV
TV
E
E
E
E
E
E
E
E
E
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
E E E E E E E E E E E E E E E E E E E E E E E E E
E
E E
TV TV TV TV TV TV TV TV TV TV
E E E E E E E E E E E E E E E E E E E E E E E E E
E
E E
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWW
E E
E E
E E
E E
Line "A"
146TH ST
HA
ZE
L
DE
LL
P
KW
Y
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD CD
CD
CD
CD
CD
CD CD CD
CD CD CD
CD
CD
CD
CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD CD
CD CD CD CD CD CD CD
CD
CD
CD
Str. No. 163B
Str. No. 163
Str. No. 164
Str. No. 159B
Str. No. 159
Str. No. 160
Str. No. 321A
Str. No. 321
Str. No. 433
Str. No. 323A
Str. No. 323
Str. No. 435
Str. No. 410
Str. No. 750 Str. No. 751
Str. No. 411A
Str. No. 411
Str. No. 437
Str. No. 310
Str. No. 434
Str. No. 324
Str. No. 465
Str. No. 325
Str. No. 467
Str. No. 322
Str. No. 427
Str. No. 361
Str. No. 318
Str. No. 311
Str. No. 412 Str. No. 413
Str. No. 319
Str. No. 314
Str. No. 429
Str. No. 428
Str. No. 313
Str. No. 414
Str. No. 312
Str. No. 317
Str. No. 315
Str. No. 316
Str. No. 220
App PL
Te m p.
R
/W
Temp. R/W
R/ W Temp. R/W
App PL Temp. R/W
R/W
R/W
App PL
Ap p
PL
Ap p
PL
14589 CHELSEA CT
14590 CHELSEA CT
14645 HAZEL
DELL RD
14741 HAZEL
DELL XING
14585 HAZEL DELL PKWY 14555 HAZEL DELL PKWY
20"x12" MJ Tee
(2) 20" Butterfly Valve
(1) 12" Gate Valve
523 LFT of 20" HDPE
18"x6" MJ Tee 6" Gate Valve
185 LFT of 20" HDPE 199 LFT of 18" DI6 LFT of 6" DI
6" Connection
Exist. 6" PVC
Exist. 12" DI
Retire Hydrant and Valve Box
6" Cut & Cap
Hydrant Assembly 20" MJ Adaptor 20" Water Stop 20" MJ Adaptor
20" Water Stop
20"x18" MJ Reducer
20" MJ Adaptor 20" Water Stop
PROPOSED LEGEND
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
523 LFT of 20" HDPE
Prop. Grade @ Water Main
Exist. Grade @ Water Main
185 LFT of 20" HDPE
20"x12" MJ Tee
1.5' Min. Separation
Str. No. 313-314 Inv.=778.91 Str. No. 317-318
Inv.=777.651.5' Min. Separation
Str. No. 310-311 Inv.=780.66 Str. No. 3151 S
Inv.=783.95
20" Butterfly Valve
20" Butterfly Valve
18"x6" MJ Tee
199 LFT of 18" DI
Hydrant Assembly
20"x18" MJ Reducer 20" MJ Adaptor 20" Water Stop20" MJ Adaptor
20" Water Stop
20" MJ Adaptor 20" Water Stop
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 4
1"=30'
1"=5'
M
AT
CH
L
IN
E
"A
M
AT
CH
L
IN
E
"A
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
W W W W W W W W W W W W W W W W W W W W W W W W W W W
HA
ZE
L V
IE
W R
OA
D
(B it.
Ma t.)
Co mm
. D r.
(B it.
Ma t.)
Co mm
. D r.
(B it.
Ma t.)
(Conc.)
(Conc.)
Median (Grass)Median (Conc.)
Median (Conc.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
(Conc.)
(Conc.)
(Conc.) (Conc.)
(Conc.) (Conc.)
(Lawn)
(Lawn)
Pond
S.W. (Conc.)
S.W. (Conc.)
S.W. (Conc.)1-Sty.
Comm.
Bldg.
1-Sty.
Comm.
Bldg.
1-Sty.
Comm.
Bldg.
Capped Inlet Capped
Inlet Capped Inlet Capped
Inlet Capped Inlet Capped
Inlet
T T T T T
W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
G G
G G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G G G G G G G G G G G G
W W W W W W W W W W W W W W W WOHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
W
W W W W W W
W
W
W
W
W
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W
W W W W W W W W W W W W T
T T
T T
T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
T
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVT
EEE
E E
E E
T T T T TT
T
T T
T
T T T T
TV
TV
TV
TV
TV
TV
TV
TV
T T T T T
TTTTTT
W W
W W
W W
W W
E E
E
E
E E
E E
E E
E
TVTVTVTV
G G G G G G G
W W W W W W
E
E
E
E
E
E
W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
Line "A"
146TH ST
HA
ZE
L
VI
EW
R
D
CD CD CD CD
CD CD CD CD CD CD CD CD CD CD CD CD CD CD
Str. No. 326A
Str. No. 326
Str. No. 438
Str. No. 329A
Str. No. 362
Str. No. 439
Str. No. 327
Str. No. 329
Str. No. 440
Str. No. 441
Str. No. 330
Str. No. 331
Str. No. 443
Str. No. 468
Str. No. 330A
Str. No. 333
Str. No. 451
Str. No. 338
Str. No. 332
Str. No. 363
Str. No. 334
Str. No. 446 Str. No. 442
Str. No. 336
Str. No. 447
Str. No. 335
Str. No. 452
Str. No. 340
Str. No. 448
Str. No. 339
Str. No. 445
Str. No. 450
Str. No. 364
Str. No. 449
Str. No. 342
Str. No. 341
Temp. R/W
Temp. R/W
Temp. R/W
R/W R/W
R/W R/W
R/W
App PL
Ap p
PL
App PL
Ap p
PL
14765 HAZEL
DELL XING 14645 HAZEL
DELL XING 14635 HAZEL
DELL XING
14639 HAZEL
DELL XING 14625 HAZEL
DELL XING
14535 HAZEL DELL PKWY14555 HAZEL DELL PKWY
188 LFT of 18" DI
20 LFT of 18" DI 18" 45° MJ Bend
18" Connection
Adjust Valve to Grade
Replace and Relocate Hydrant
Exist. 12" DI
Retire Valve Exist. 6" PVC
Exist. 2" Service Line
2" Service Line Connection
Exist. 2" Copper Service Line
Exist. 6" DI Fire Line
2" Service Line Connection and Install new meter pit
18"x6" MJ Tee 6" Gate Valve
6" 45° MJ Bend 12 LFT of 6" DI
6" Connection
34 LFT of 18" DI
18" Connection
168 LFT of 18" DI
Exist. 8" DI
Adjust Valves to Grade
18" Connection Adjust Exist. Valve to Grade
Replace and Relocate Hydrant
18" Cut & Cap 18" Cut & Cap 18" Cut & Cap
6" Cut & Cap
PROPOSED LEGEND
42+00 43+00 44+00 44+75
4.5' Min. Cover
188 LFT of 18" DI
Prop. Grade @ Water Main
Exist. Grade @ Water Main
18" Connection
18" 11.25° Vertical Bend
47+50 48+00 49+00 50+00 50+25
54 LFT of 18" DI 18"x6" MJ Tee
Str. No. 339-340 Inv.=770.48
Exist. Grade @ Water Main
Prop. Grade @ Water Main
4.5' Min. Cover 4.5' Min. Cover
1.5' Min. Separation
168 LFT of 18" DI
18" Connection 18" Connection 18" 45° Vertical Bend
18" 11.25° Vertical Bend
18" 11.25° Vertical Bend
Str. No. 117 Inv.=774.29
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 5
1"=30'
1"=5'
M
AT
CH
L
IN
E
"A
M
AT
CH
L
IN
E
"A
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV
TV
TV
TV
TV
TV
TV
TV
146th STREET (Bit. Mat.)
HA
ZE
L D
EL
L C
RO
SS
IN
G (B it.
Ma t.)
HA
ZE
L D
EL
L C
RO
SS
IN
G (B it.
Ma t.)
CH
ER
RY
R
ID
GE
R
OA
D
(B it.
Ma t.)
SC
AR
BO
RO
UG
H
LA
NE
(B it.
Ma t.)
ASHMORE LANE
(Bit. Mat.)
Median (Conc.)
Median (Conc.)
P. Lot (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Conc.)
Ped. Trail (Bit. Mat.)
(Conc.) (Conc.)
(Conc.)
(Conc.) (Conc.)
(Conc.) (Conc.)
(Conc
(Lawn) (Lawn)
(Lawn)
(Lawn)
(Lawn) (Lawn)
(Lawn)(Lawn)
Pond
Pond
Capped Inlet
Capped Inlet
38' x 8' Precast
Conc. Arch Sections
TV
TV
TV
TV
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
G G
G
G
G
G
G
G
G
G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G
G
G
G G G G G G G G G G
G
G
G
G G G G G G G G G G G G G G G
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T OHE&T
W
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
G G
E
E
E
E
E
E
E
T T
T T
T T
E E
E E
TV
TV
TV
TV
TV
G G
TV
TV
TV
TV
TV
TV
TV
TV
TV TV TV TV TV TV TV TV TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
G G
G G
G G
G
T T T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
W W
W W
W W
W W
W
Line "A"
146TH ST
HA
ZE
L
DE
LL
CR
OS
SI
NG
Str. No. 455
Str. No. 454
Str. No. 345
Str. No. 386 Str. No. 344
Str. No. 457 Str. No. 456
Str. No. 366
Str. No. 462
Str. No. 365 Str. No. 354
Str. No. 346
Str. No. 460
Str. No. 469
Str. No. 350
Str. No. 349
Str. No. 351
Str. No. 458
Str. No. 459
Str. No. 348
Temp. R/W Te mp.
R/
W
Temp. R/W
R/W
R/W
App PL
App PL
App PL
Ap p
PL
14625 HAZEL
DELL XING 0 HAZEL DELL RD 14626
SCARBOROUGH LN
0 CHERRY RIDGE RD
0 CHERRY RIDGE RD
Exist. 8" DI
Adjust Valve to Grade
Adjust Valve to Grade
Replace and Relocate Hydrant Assembly
PROPOSED LEGEND
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 6
1"=30'
1"=5'
M
AT
CH
L
IN
E
"A
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
TV
TV
TV
TV
TV
TV
W
W
W
W
W
W
W
W
W
W
HAZEL DELL PARKWAY
(Bit. Mat.)
Co mm
. D r.
(B it.
Ma t.)
Co mm
. D r.
(B it.
Ma t.)
Median (Conc.)
P. Lot (Bit. Mat.)
P. Lot (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
Ped. Trail (Bit. Mat.)
(Conc.)
(Conc.)
(Conc.)
(Conc.)
(Conc.) (Conc.) (Conc.)
(Lawn)
(Lawn)
(Lawn)
(Lawn)
(Lawn)
(Lawn)
S.W. (Conc.)
S.
W
Co nc
S.
W
Co nc
S.W. (Conc.)
Dumpster
Mechanical
TV TV TV TV
T
T T T T T T T
T T T T T T T
TTTTTTTTTT
T T
T T
T T
T T
E E E E E EE E E E
E E E
E E E E E EE
E
E E
E E
E E
E
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
T T
T T
T T
T T
1-Sty.
Brk. Hse
Pvt. Dr.
(Conc.)
2-Sty.
Brk./Frm. Hse
(Lawn)
(Lawn)
2-Sty.
Brk. Hse
Deck
Pvt. Dr.
(Conc.)
Porch
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
GGGGGGGGGGGGGGGGGGGGGGGGG
E E E E E E E E E E E E E E
E E
E E E E E E E E E E E E E E E E E E E E E
E
E E E E E
E E
E E E E
E
WWW
W
G G G G
E E E E E E E E E E E E E E E E E E E E E E E E E E
/ TV TV TV TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TVTVTVTVTVTVTVTVTV
W W W W W W W W W W W W W W W W W W W W
TV
TVTVTVTVTVTVTVTVTV
TV
TV
TV
TV
TV
TV
TV
TV
W W W W W W W W W W W W W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
G
G G
G G
GG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EE
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E E
E E
TV
TV
TV
TV
TV
TV
TV
TV
TV
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T T T T
T T T T T T T T T T T T T
T T
T T
T T T T T T T T T T T T T T T T T T T T T T T T T
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
T T T T T T
T T T T T T T
T T
T T T T T T T T T T T T T
E E E E E E E E E
E E
E E
E E
E E
TVTVTVTVTVTVTVTV
EEEEEEEEE
E E
E E
E
E
E
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
TV
TV
TV
TV
TVTV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
E E E
E
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
E E
E E
E E
E
TV
TV
TV
TV
TV
TV
TV
TV
E
E
E
E
E
E
E
E
E
TV
TV
TV
TV
TVTVTVTVTVTVTV
E E
E E
E E
E
E
E E
TV
TV
E E
E E
E E
E
E
E E
TV
TV
TV
TV
TV
TV
TV
TV
TV
EEEEEEEEEE
E E
E E
E E
E E
E
E E
E E
E E
E E
W
W
W
W
W
W
W
W
W W
W W
W
E E
E E
E E
E E
Line "B"
146TH ST
HAZEL DELL PKWY
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
Str. No. 163BStr. No. 163
Str. No. 164
Str. No. 417
Str. No. 423
Str. No. 465
Str. No. 467
Str. No. 427
Str. No. 318
Str. No. 311
Str. No. 412
Str. No. 413Str. No. 314 Str. No. 313
Str. No. 414
Str. No. 312
Str. No. 317
Str. No. 424
Str. No. 416
Str. No. 425
Str. No. 415Str. No. 315
Str. No. 316
Str. No. 213
Str. No. 211Str. No. 210
Str. No. 212 Str. No. 214
Str. No. 215
Str. No. 216
Str. No. 217
Str. No. 218
Str. No. 219
Str. No. 220
App PL
Temp. R/W
App PL
Te m p.
R
/W
R/W
R/W
Ap p
PL
Ap p
PL
Ap p
PL
14589 CHELSEA CT
14645 HAZEL
DELL RD
127 LFT of 12" DI
12" 22.5° MJ Bend
12"x12" Tapping Saddle 12" Tap Valve
19 LFT of 12" Water Main
12" 45° MJ Bend
18"x12" MJ Tee
(2) 18" Butterfly Valve
(1) 12" Gate Valve
65 LFT of 12" DI
101 LFT of 12" DI
(2) 12" 45° MJ Bend
Retire Valve
Retire Hydrant Exist. 12" DI12" Cut & Cap
12" 45° MJ Bend
7 LFT of 12" DI
35 LFT of 12" DI
Hydrant Assembly
PROPOSED LEGEND
14+50 15+00 16+00 17+00 18+00 19+00
4.5' Min. Cover
Prop. Grade @ Water Main
Exist. Grade @ Water Main
247 LFT of 12" DI
18"x12" MJ Tee
Str. No. 215-217 Inv.=780.86
12" 45° Vertical Bend
1.5' Min. Separation
Str. No. 216-Out Inv.=780.19
1.5' Min. Separation
12" Gate Valve
12"x12" Tapping Saddle
12" Tapping Valve
Hydrant Assembly
107 LFT of 12" DI
1. CONTRACTOR TO FIELD VERIFY EXISTING WATER
MAIN FOR SIZE,TYPE & LOCATION AT ALL
CONNECTION & DISCONNECT LOCATIONS.
2. VALVE KEY EXTENSIONS ARE TO BE USED FOR ANY
VALVE KEY BELOW 4' FROM FINISHED GRADE.
NOTES 3. CONTRACTOR TO DEFLECT PIPE AND USE MJ
BENDS AS NECESSARY OR AS DIRECTED BY
C.W.U. PERSONNEL TO STAY ON PROPOSED
ALIGNMENT AND AVOID EXISTING AND
PROPOSED STRUCTURES, PIPES AND UTILITIES.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES AND STORM SEWER BEFORE
INSTALLING PROPOSED WATER MAIN.
WATER MAIN RELOCATION 7
1"=30'
1"=5'
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: P P.
dw g
DA
TE
/U
SE
R : 7
/2 3/
:2
PM /
Cb en ne tt
AutoCAD SHX Text
BEND (ANGLE NOTED)
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
HYDRANT ASSEMBLY
AutoCAD SHX Text
TEE
AutoCAD SHX Text
WATER MAIN
AutoCAD SHX Text
WATER SERVICE LINE
AutoCAD SHX Text
CUT & CAP
AutoCAD SHX Text
REDUCER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
DEB
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: M
IS
C
DE
TA
IL
S.
dw g
DA
TE
/U
SE
R
: 7 /1
7/
:0
PM /
Cb en ne tt
MISCELLANEOUS DETAILS
N/A
N/A
RESIDENTIAL WATER SERVICE
(NO CURB STOP) DETAIL
1" AND SMALLER
OUTSIDE METER SPECS
WATER PROOF TRACER
WIRE CONNECTION
SMOOTH CORR METER
PITS AND RISER
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: M
IS
C
DE
TA
IL
S.
dw g
DA
TE
/U
SE
R
: 7 /1
7/
:0
PM /
Cb en ne tt
MISCELLANEOUS DETAILS
N/A
N/A
FIRE HYDRANT ASSEMBLY
DUCTILE IRON
ANCHOR COUPLING
FOSTER ADAPTER
VALVE BOX LIDS
TRENCH DETAIL &
TRENCH SCHEDULE
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
CONTRACT
DESIGNATION
SHEETS
of
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
TEN
JCB
DEB
07/23/26 VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
H az el
D el l R
AB
\D es ig n\
CA
D\
Pl an s
FI
LE
NA
M E
: M
IS
C
DE
TA
IL
S.
dw g
DA
TE
/U
SE
R
: 7 /1
7/
:0
PM /
Cb en ne tt
MISCELLANEOUS DETAILS
N/A
N/A
V-BIO ENHANCED
POLYETHYLENE ENCASEMENT
CORE BLUE BOLTS VALVE, VALVE BOX, & TRACER
WIRE INSTALLATION DETAIL
AutoCAD SHX Text W
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E.
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text
STATE OF
AutoCAD SHX Text 19700381
AutoCAD SHX Text R
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text P
| 1 TITLESHEET |
| Sheets and Views |
| 1 TITLESHEET |
| PLOT |
| 2 PP |
| Sheets and Views |
| 2 PP |
| 3 PP |
| Sheets and Views |
| 3 PP |
| 4 PP |
| Sheets and Views |
| 4 PP |
| 5 PP |
| Sheets and Views |
| 5 PP |
| 6 PP |
| Sheets and Views |
| 6 PP |
| 7 PP |
| Sheets and Views |
| 7 PP |
| 8 MISC DETAILS |
| Sheets and Views |
| 8 MISC DETAILS |
| 9 MISC DETAILS |
| Sheets and Views |
| 9 MISC DETAILS |
| 10 MISC DETAILS |
| Sheets and Views |
| 10 MISC DETAILS |
File details come from the government source that posted it. Updated .