HomeMy WebLinkAboutC700 Water PlanSANNER COU
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SANNER COURT
(PRIVATE STREET)SANSANSANSANSANSANSANKnow what's below.
before you dig.Call
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Gas Pole
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED HYDRANT WITH
HYDRANT VALVE
EXISTING HYDRANT WITH
HYDRANT VALVE
BUTTERFLY VALVE
VALVE
BLOWOFF ASSEMBLY
AIR RELIEF VALVE
PLUG
REDUCER
T.J. TEE
M.J. SLEEVE
CROSS
CASING PIPE
GAS LINES
TELEPHONE LINES
ELECTRIC LINES
FUTURE DRIVEWAY
ELECTRIC PEDESTAL
PHONE PEDESTAL
ELECTRICAL TRANSFORMER
SINGLE WATER LATERAL
TELEPHONE POLE
GAS POLE
INLET
TREE
GAS VALVE
PARCEL ID
ADAPTER
BEND
KICKER
WATER MAIN NOTES:
1.SEE CONSTRUCTION STANDARDS OF THE LOCAL WATER UTILITY FOR THE
INSTALLATION OF WATER MAINS, SERVICE LINES, METERS, AND
APPURTENANCES.
2.MINIMUM COVER OVER TOP OF ALL WATER MAINS TO BE 54 INCHES FROM
FINISHED GRADE.
3.ALL VALVES ARE TO BE INSTALLED WITHIN 10' OF AN INTERSECTION OR NEAR
A FIRE HYDRANT.
4.VALVES MUST HAVE POSI-CAP OR EQUIVALENT, FOR VALVE BOX
STABILIZATION AND CENTERING.
5.THE WATER MAIN MUST MAINTAIN A MINIMUM OF 10 FEET OF SEPARATION
WITH THE SEWER MAIN AT ALL TIMES.
6.HYDRANTS SHALL BE PER THE REQUIREMENTS OF CARMEL WATER.
7.FIRE HYDRANTS SHALL HAVE 5 INCH STORZ CONNECTION (MUELLER MODEL
290220 FOR CASTING AND 290221 CAP OR APPROVED EQUAL). THE 5 INCH
STORZ CONNECTION SHALL FACE THE STREET. HYDRANTS SHALL BE PLACED
BETWEEN THE CURB AND THE SIDEWALK IN THE RIGHT OF WAY.
8.INSTALL ALL DUCTILE IRON WATER MAINS AND ACCESSORIES IN
ACCORDANCE WITH AWWA C600.
9.WRAP ALL FITTINGS IN POLYETHYLENE ENCASEMENT.
10.THE MAXIMUM SPACING BETWEEN FIRE HYDRANTS IN RESIDENTIAL
NEIGHBORHOODS AND RESIDENTIALLY ZONES AREAS SHALL BE 500 FEET.
11.ALL WATER TO BE RESTRAINED CITY OF CARMEL STANDARDS.
12.WATER AVAILABILITY FEES WILL BE PAID AT THE TIME OF ACQUIRING THE
BUILDING PERMITS.
13.CARMEL WATER INSPECTION STAFF MUST BE NOTIFIED 48 HOURS PRIOR TO
COMMENCING WITH NEW WATER MAIN CONSTRUCTION.C700 Water PlanC700WATER PLANW210497BCHW210497 01-13-2022DASJRV10 9abcd 8 7 6efgh109876 REVISIONS AND ISSUES5 4 3 2 1
PROJECT NO.
SHEET NO.abcd5 4 3 2
CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATEBYeDATE:1
LOCATION: H:\2021\W210497\Engineering\design\conset\C700 Water Plan.dwgLAYOUT: C700DATE/TIME: August 11, 2022 - 7:57amPLOTTED BY: HansenbfhgENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMPart of Section 11, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaREVISED PER TAC COMMENTS05-13-2022TPG/BCHREVISED PER TRICO COMMENTS05-19-2022BCHREVISED PER TAC COMMENTS06-28-2022TPG/BCHREVISED PER TAC COMMENTS08-10-2022TPG/BCHSITE TBM
TBM#1
SET ON THE EAST BOLT ON A FIRE HYDRANT AT THE
BEGINNING OF THE CUL-DA-SAC ON THE NORTH SIDE OF
SANNER COURT.
ELEV. 841.80 (NAVD 88)
TBM#2
SET ON THE RIM OF A SANITARY MANHOLE AT THE END OF
THE CUL-DA-SAC OF SANNER COURT.
ELEV. 842.89 (NAVD 88)340 SANNER COURT, INDIANAPOLIS, IN 46290THE RESERVE AT SPRINGMILL, SECTION 2,REPLAT OF LOTS 68, 69C, 70C, & 71