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 construction document set prepared by Transportation & Development Consultants for the City of Carmel Water Utility in Carmel, Indiana, detailing plans for the 106th and Westfield Water Main Extension project. The project encompasses the installation of approximately 800 linear feet of 12-inch diameter water main, utilizing either open cut or horizontal directional drilling (HDD) methods. The construction documents include water main plans and profiles, miscellaneous installation details, and specifications for ductile iron pipe connections, complete hydrant assemblies, tapping saddles, valves, and fire hydrant relocation. The plans depict the proposed water main alignment extending from an existing 16-inch connection point northwesterly along Westfield Boulevard and easterly along 106th Street, with detailed elevation profiles, structure locations, and restoration requirements for affected driveways, pathways, and lawn areas. 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, following Notice to Proceed issuance on or before April 15, 2026, and liquidated damages assessed at $1,000 per day for delays beyond completion dates.
Bidders must submit itemized proposals for both open cut and HDD options, including mobilization, maintenance of traffic, erosion control, construction engineering, water main installation, connections, hydrant assembly, services, and site restoration. A bid bond or certified check equal to at least ten percent of the bid amount is required, and 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 the federal E-Verify system and submit documentation with their bid submission. The successful contractor must execute the agreement and deliver required bonds and insurance documents within three business days of award notice, including 100 percent performance and payment bonds and comprehensive general liability insurance with minimum limits of $6,000,000 general aggregate and $5,000,000 per occurrence, plus a ten percent maintenance bond. All work shall conform to 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 project is funded by the City of Carmel, with no specific contract award value or budget range disclosed, and bids may not be withdrawn within 30 days following the bid opening date.
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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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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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RGE DE RRT
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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
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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.
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5.
6.
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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
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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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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
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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 .