106TH_&_WESTFIELD_WATER_PLANS.pdf
PDF 21 MB Posted
- Attached to
- 106th and Westfield Water Main Extension
- Solicitation number
- IFB-2026-006
- Issued by
- Hamilton County, Indiana
About this file
This is a set of construction design documents and water main plans prepared for the City of Carmel, Indiana by Transportation & Development Consultants. The project involves the installation of approximately 800 linear feet of 12-inch ductile iron water main along 106th Street and Westfield Boulevard in Carmel. The scope of work includes the installation of water main pipe, complete hydrant assemblies, tapping saddles and valves, short-side water service connections, valve and hydrant installations with proper tracer wire connections, and comprehensive site restoration including lawn, driveway, asphalt path, and gravel restoration across multiple residential properties and Orchard Park Presbyterian Church. The design documents specify both open cut and horizontal directional drilling (HDD) options for installation, with detailed plan and profile sheets showing elevations, utility locations, existing infrastructure conflicts, and structural backfill requirements. The project includes connection points to existing 16-inch and 20-inch water mains, with multiple valve installations and hydrant relocations throughout the approximately 1.75-mile project corridor. A mandatory pre-bid conference is scheduled for Wednesday, April 8, 2026, at 9:00 a.m., with sealed bids due by 9:00 a.m. on Wednesday, April 15, 2026, through the City's e-Procurement Portal. The project start date is May 2026, with substantial completion required by June 30, 2026.
Bidders must submit itemized proposals covering both open cut and HDD installation options, including mobilization, maintenance of traffic, erosion control, construction engineering, materials, labor, and site restoration. Performance and payment bonds equal to 100 percent of the contract value and a 10 percent maintenance bond are required within three business days of award notification. Contractors must maintain comprehensive general liability insurance with minimum limits of $6,000,000 general aggregate and $5,000,000 per occurrence, and must submit a bid bond or certified check equal to at least 10 percent of the bid amount. All subcontractors performing work valued at 5 percent or greater of the total bid must be identified, and specific equipment manufacturers must be listed with substitutions requiring prior written consent. The contract will be awarded to the lowest responsive and responsible bidder where the bid is reasonable and does not exceed available City funds. All contractors and subcontractors must enroll in and utilize the federal E-Verify system with compliance documentation submitted as a computer screenshot with the bid, or the bid will be rejected and the bidder disqualified. Liquidated damages are assessed at $1,000 per day for delays beyond substantial and final completion dates. All work must comply with the latest editions of Indiana Department of Transportation Standard Drawings and Specifications, INDOT Supplemental Specifications, and City of Carmel Standards for Construction and Utility Standard Specifications and Details (2023). The City of Carmel is funding the project, and no specific contract award value or budget range is disclosed; however, all bids must be reasonable and cannot exceed available City funds.
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Text version
LANE YOUNG, DIRECTOR
CITY OF CARMEL
106th & WESTFIELD WATER MAIN EXTENSION
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CONSTRUCTION
DOCUMENTS
WATER UTILITY
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19700381
STATE OF
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PROJECT LOCATION
PLANS PREPARED BY
TRANSPORTATION &
DEVELOPMENT CONSULTANTS
115 N 17TH AVE
BEECH GROVE, IN 46107
(317) 780-1555
CROSSROADENGINEERS.COM
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NOT TO SCALE
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CERTIFIED BY:
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DATE
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OWNER
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CITY OF CARMEL
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WATER UTILITY
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CARMEL, INDIANA 46032
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(317) 571-2442
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PER INDIANA STATE LAW IS-69-1991.
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DAYS BEFORE COMMENCING WORK.
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LOCATION SERVICE TWO (2) WORKING
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WITHOUT NOTIFYING THE UNDERGROUND
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IT IS AGAINST THE LAW TO EXCAVATE
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CALL TOLL FREE
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"IT'S THE LAW"
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CALL 2 WORKING DAYS BEFORE YOU DIG
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HOLEY MOLEY SAYS
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"DON'T DIG BLIND"
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DESIGNED:
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DEB
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CHECKED:
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DRAWN:
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CHECKED:
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JCB
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DEB
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TEN
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SET #
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SHEET NO.
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WATER MAIN PLAN & PROFILE
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INDEX OF DRAWINGS
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TITLE SHEET
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DECEMBER 2025
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30 W MAIN ST SUITE 220
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ALL MAINTENANCE OF TRAFFIC TO CONFORM
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TO LATEST MUTCD STANDARDS
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MISCELLANEOUS DETAILS
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WESTFIELD BLVD
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CHRISTINE CRULL ALTMAN
10533 WESTFIELD BLVD
CHRISTINE CRULL ALTMAN
0 WESTFIELD BLVD
CHRISTINE CRULL ALTMAN
10425 WESTFIELD BLVD
CHRISTINE CRULL ALTMAN
10415 WESTFIELD BLVD
CLIFFORD EAGLE
1708 TIMBER HEIGHTS
NOAH CHASE KLUMPE
10500 WESTFIELD BLVD
ORCHARD PARK PRESBYTERIAN CHURCH
1605 E 106TH ST
Temp. R/WTemp. R/W
Prop. R/W Prop. R/W
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S2
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Str. No. 31
Relocate Existing Hydrant to Back Side of Proposed Path
Exist. 16" DI Water Main
Exist. 20" HDPE Citizens Water Main
38 LFT of Structure Backfill for Future Trail
22 LFT of Structure Backfill 12 LFT of Asphalt Drive Restoration
30 LFT of Structure Backfill 20 LFT of Asphalt Drive Restoration
16" Connection 16"x12" MJ Reducer
17 LFT of 12" DI
(2) 45° 12" MJ Bends
387 LFT of 12" DI
28 LFT of 12" DI
Str. No. 37Str. No. 36
30 LFT of Structure Backfill 20 LFT of Gravel Drive Restoration
92 LFT of Lawn Restoration
70 LFT of Lawn Restoration 114 LFT of Lawn Restoration 94 LFT of Lawn Restoration
23 LFT of Structure Backfill 13 LFT of Concrete Drive Restoration
VERTICAL MJ BEND
Str. No. 38
9+75 10+00 11+00 12+00 13+00 14+00 15+00
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1.5' Min. Separation
4.5' Min. Cover
Prop Grade @ Water Main
Exist. Grade @ Water Main
S2 S2
S2
S2
16" Connection 16"x12" MJ Reducer
387 LFT of 12" DI
17 LFT of 12" DI
45° 12" MJ Bend 45° 12" MJ Bend
Assumed Depth of Ex. CEG 16" Water Main.
Contractor Shall Field Verify Elevation.
28 LFT of 12" DI
Prop. 3/4" Gas Line Approx. 4.5' Below Exist Grade. Contractor Shall Verify Proposed Depth With Centerpoint.
1.5' Min. Separation
VERTICAL MJ BEND
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve Gas Meter
Sanitary Cleanout
Water Line Water Valve Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser) Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole Guy Wire
Electric Box
Fiber Optic Line Telephone Line
Telephone Manhole Cable TV Line Cable TV Box
Telephone Riser
Utility Manhole Wood Fence
Iron Pin Sign Flag Pole Bush Tree Trunk Deciduous Tree Coniferous Tree
Overhead Utility Line
Wood Fence Wire Fence Chainlink Fence Iron Fence
Irr. Valve
Mailbox Utility Line to be Retired Proposed Gas Line Proposed Electric Line
BEND (ANGLE NOTED)
VALVE
HYDRANT ASSEMBLY
TEE
WATER SERVICE LINE
PROPOSED WATER MAIN
PROPOSED WATER LEGEND
REDUCER
W WATER METER
S2 SHORT SIDE SERVICE TAP AND
CONNECTION TO EXISTING METER.
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 PLAN & PROFILE 2
1"=20'
1"=5'
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RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.E.B.
J.C.B.
T.E.N.
VERTICAL SCALE
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19700381
RGE DE RRT
P R
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WESTFIELD BLVD
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MARK & KAY BOWMAN
10555 WESTFIELD BLVD
RICHARD M GEST
10549 WESTFIELD BLVDMICHAEL E & BRENDA HANSON
10541 WESTFIELD BLVD
ORCHARD PARK PRESBYTERIAN CHURCH
1605 E 106TH ST
Prop. R/W
W W
Complete Hydrant Assembly
S2 S2
45° 12" MJ Bend
39 LFT of Structure Backfill 29 LFT of Gravel Drive Restoration
12 LFT of Asphalt Drive Restoration
178 LFT of 12" DI
Temp. R/W
67 LFT of Lawn Restoration
95 LFT of Lawn Restoration
Str. No. 13
Str. No. 14
Str. No. 12
Str. No. 38
VERTICAL
MJ BEND
LEGEND
EXISTING
Storm Manhole
Gas Line
Storm Inlets
Sanitary Manhole
Gas Valve Gas Meter
Sanitary Cleanout
Water Line Water Valve Fire Hydrant
Sprinkler
Electric Line
Power Pole w/(Riser) Light & Power Pole
Light & Power Pole w/Riser
Water Meter
Light Pole Guy Wire
Electric Box
Fiber Optic Line Telephone Line
Telephone Manhole Cable TV Line Cable TV Box
Telephone Riser
Utility Manhole Wood Fence
Iron Pin Sign Flag Pole Bush Tree Trunk Deciduous Tree Coniferous Tree
Overhead Utility Line
Wood Fence Wire Fence Chainlink Fence Iron Fence
Irr. Valve
Mailbox Utility Line to be Retired Proposed Gas Line Proposed Electric Line
BEND (ANGLE NOTED)
VALVE
HYDRANT ASSEMBLY
TEE
WATER SERVICE LINE
PROPOSED WATER MAIN
PROPOSED WATER LEGEND
REDUCER
W WATER METER
S2 SHORT SIDE SERVICE TAP AND
CONNECTION TO EXISTING METER.
15+00 16+00 16+78
8.
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8.
9.
8.
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9.
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9.
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4.5' Min. Cover
1.5' Min. Separation
Hydrant Assembly
S2
S2189 LFT of 12" DI
45° 12" MJ Bend
Proposed Duke UG 3PH Power in 4" Conduit. Contractor Shall Verify
Proposed Elevation With Duke.
Prop. 1/2" Gas Line Approx. 4.5' Below Exist Grade. Contractor Shall Verify Proposed Depth
With Centerpoint Prop. 3/4" Gas Line Approx. 3' Below Exist Grade. Contractor Shall Verify Proposed Depth With Centerpoint.
1.5' Min. Separation
VERTICAL
MJ BEND
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.
16+78 17+00 18+00 19+00 19+50
Exist. Grade @ Water Main
12"x12" Tapping Saddle
12" Tapping Valve
8 LFT of 12" DI 178 LFT of 12" DI
22.5° 12" MJ Bend
22.5° 12" MJ Bend
Prop Grade @ Water Main
8.
8.
7.
6.
4.
3.
2.
3.
8.
8.
7.
6.
5.
6.
6.
3.
4.5' Min. Cover
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106TH ST
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8 LFT of 12" DI
22.5° 12" MJ Bend 178 LFT of 12" DI
67 LFT of Structure Backfill for Path and Proximity to New Roadway
22.5° 12" MJ Bend
12"x12" Tapping Saddle 12" Tapping Valve
W
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162 LFT of Lawn Restoration
10 LFT of Lawn Restoration
22 LFT of Asphalt Path Restoration
Str. No. 17
Str. No. 18
Str. No. 16
WATER PLAN & PROFILE 3
1"=20'
1"=5'
M
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L
IN
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SH
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D.E.B.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.E.B.
J.C.B.
T.E.N.
VERTICAL SCALE
DI
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OR
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PA
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RGE DE RRT
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MATCH LINE - THIS SHEET
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D.E.B.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.E.B.
J.C.B.
T.E.N.
VERTICAL SCALE
DI
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12/15/2025
WP O
N
T E E.
SIN TE
E
T
R I N
E N G
E E
R
A NDN I
LO N A
O
EF
I S S
I A
STATE OF
19700381
RGE DE RRT
P R
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
VALVE, VALVE BOX, & TRACER
WIRE INSTALLATION DETAIL
VALVE BOX LIDS
D.E.B.
RECOMMENDED
FOR APPROVAL
DESIGN ENGINEER DATE
DESIGNED:
CHECKED:
DRAWN:
CHECKED:
SURVEY BOOK
CONTRACT
DESIGNATION
SHEETS
of
PROJECT
BRIDGE FILEHORIZONTAL SCALE
CITY OF CARMEL
D.E.B.
J.C.B.
T.E.N.
VERTICAL SCALE
DI
RE
CT
OR
Y
PA
TH:
R
Ac tiv e\
Ca rm el U til iti es \1 th
W es tfi el d
RA
B\ W at er
P la ns \W
AT
ER
M
AI
N
EX
TE
NS
IO
N
FI
LE
NA
M
E : M
IS
C
DE
TA
IL
S.
dw g
DA
TE
/U
SE
R : 1
2/
/2
9:
A
M
Cw rig ht
12/15/2025
WP O
N
T E E.
SIN TE
E
T
R I N
E N G
E E
R
A NDN I
LO N A
O
EF
I S S
I A
STATE OF
19700381
RGE DE RRT
P R
MISCELLANEOUS DETAILS
N/A
N/A
FIRE HYDRANT ASSEMBLY
DUCTILE IRON
ANCHOR COUPLING
FOSTER ADAPTER
TRENCH DETAIL &
TRENCH SCHEDULE
CORE BLUE BOLTS
V-BIO ENHANCED
POLYETHYLENE ENCASEMENT
| Sheets and Views |
| 1 TITLESHEET |
| PLOT |
| 2 PP WATER |
| 3 PP WATER |
| 4 MISC DETAILS |
| 5 MISC DETAILS |
File details come from the government source that posted it. Updated .