C040.0_UTILITY_PLAN PROPOSED
OFFICE
3,500 SF
PROPOSED
RESTAURANT
4,000 SF
24 9
1.70 ACRES
X
X
X
XX
G
G
G
G
G
G
WEST LINE
SW 1/4
SEC 6, T17N, R3E
HAMILTON COUNTY
78.69'
O
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TEMPORARY SITE
BENCHMARK 2
SANITARY SEWER
FORCE MAIN SIGN
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
TX
WW
COTYPE 2
COTYPE 2
COTYPE 2
COTYPE 2
G
COTYPE 2
COTYPE 2
CO
CO
G
G
G
G
G
G
G
G
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GGGGGGGG
CO
CO
CO
W
W
W
W
1"=
SITE UTILITY PLAN
30'030'
TH
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ISSUANCES
REVISIONS
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If this document is sealed and signed in a digital
or electronic format and is received from someone
other than the sealing professional identified in
the document, you must contact the sealing
professional in writing to validate authenticity of
the document. The sealing professional disclaims
the seal and signature and shall not be liable for
any liability associated with it where the
authenticity of any digital or electronic seal or
signature has not been validated in this manner.
NO.DATE DESCRIPTION
6/1
3
/
2
0
1
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1
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1
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4
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DRAWN BY
PROFESSIONAL
PROJECT MANAGER
FILE NUMBER
CHECKED BY
CH
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70050012
JPM
REVISED PLANS FOR REVIEW
06/13/2019
R
E
D
D
R
D
.
C4
SITE UTILITY
PLAN
JRS
70050012
CALL 811 NOTE:
www.CALL811.com
CONTRACTOR TO CONTACT 811
SERVICE AT LEAST 3 WORKING
DAYS PRIOR TO CONSTRUCTION,
TO CONFIRM LOCATION OF
EXISTING UTILITIES. DIAL 811.
PROPOSED
CHRISTIAN BROTHERS AUT
O
M
O
T
I
V
E
FINISHED FLOOR ELEV = 901.75
M
I
C
H
I
G
A
N
R
O
A
D
(
U
S
-
4
2
1
)
1.5" WATERMAIN TAP
1.5" VALVE AND BOX
DIRCTIONALLY DRILL
ELECTRICAL SERVICE
GAS MAIN TAP
5'x5" TRANSFORMER
PAD, ENSURE 10' CLEAR
SURROUNDING
TRANSFORMER
ELECTRIC
SERVICE
SANITARY SEWER NOTES
1.CONTRACTOR SHALL OBTAIN PERMIT TO CONNECT TO SANITARY SYSTEM
FROM THE CITY OF CARMEL AND TRI CO SEWER UTILITY.
2.SANITARY SEWER TO COMPLY WITH TRI CO SEWER UTILITY SANITARY
SEWER SPECIFICATIONS.
3.CLEANOUTS TO BE PROVIDED WITHIN 5 FEET OF THE BUILDING EXTERIOR
WALL ON ALL LATERALS EXITING THE BUILDING.
4.SANITARY SEWER LATERALS WITHIN SITE SHALL BE (ASTM D-3034) SDR 35.
5.ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER
CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED.
6.OIL / WATER SEPARATOR TO BE 3 COMPARTMENT AND COMPLY WITH TRI
CO SEWER UTILITY SPECIFICATIONS.
WATER SERVICE NOTES
1.INSTALL WATER SERVICE WITH MINIMUM 5.0' OF COVER TO TOP OF PIPE.
2.PROVIDE A MINIMUM 18" OF VERTICAL SEPARATION AND 10' OF HORIZONTAL
SEPARATION BETWEEN WATER SERVICE AND ALL SANITARY AND STORM
SEWERS.
3.WATER SERVICE MATERIAL AND INSTALLATION SHALL BE PERFORMED IN
ACCORDANCE WITH CITIZENS ENERGY GROUP WATER DEPARTMENT
SPECIFICATIONS.
4.2" AND SMALLER DOMESTIC WATER SERVICE SHALL BE TYPE K COPPER
PIPE.
5.COORDINATE WATER TAPS WITH CITY OF CARMEL AND CITIZENS ENERGY
GROUP WATER DEPARTMENT.
6.1.5" WATER SERVICE TO SPLIT INSIDE THE BUILDING TO 1" DOMESTIC
SERVICE AND 1" IRRIGATION SERVICE WITH SEPARATE 3
4" METERS.
20'
PROPOSED WATERMAIN
EASEMENT (BY OTHERS)
WATERMAIN
LOCATION (BY OTHERS)
1.5" WATER
SERVICE
PROPOSED
HYDRANT ASSEMBLY
6" VALVE & BOX
8"x6" REDUCER
370 LF 8" WM
TO HYDRANT
2
0
'
PROPOSED
SANITARY SEWER
EASEMENT (BY OTHERS)
6" SAN
IE=897.50 6" SAN
IE=897.50
6"x6" WYE
IE =897.00
234 LF OF 6" SAN
@ 1.9%
4' DIA SAN MH'
(BY WOOLPERT)
RIM = 898.50
N IE = 891.48
SW IE = 891.58
8" SAN
(BY OTHERS)
67 LF OF 6"
SAN @1.0%
OIL/WATER
SEPERATOR,
1000 GAL
CLEANOUT
6" IE = 892.40
GENERAL NOTES
1.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH
THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO
WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
CONSTRUCTION
LIMITS
24" SAMPLE
STRUCTURE
WYE
6" IE = ±891.45
GAS SERVICE LINE
GAS MAIN
EXTENSION
(BY WOOLPERT)
10' PUBLIC
UTILITY EASEMENT
10'
GAS
METER
AC CONDENSER
WATER METERELECTRIC
METER