HomeMy WebLinkAboutC1.8 Utility PlanEXISTING 12" D.I. WATERLINECollegeSign
Wet Pond Area
Ave. GOLBORNE STREETFULHAM STREETHUFFINGTON STREETBELLEVUECARMEL, INC1.8
REVISIONS
INDIANAPOLIS - TERRE HAUTE
LAFAYETTE - MUNCIE - NEW ALBANY
www.hwcengineering.com
UTILITY PLANUTILITY PLANFUTURE ROUNDABOUT LINE
WORK SHOWN FOR
REFERENCE PURPOSES ONLY
0'
(IN FEET)
GRAPHIC SCALE
20' 40' 60'
Call 811 or 800-382-5544 Before you Dig!
BENCHMARK INFORMATION:
CARMEL GENERAL NOTES:
”
LEGEND:
EXISTING PROPOSED
UTILITY NOTES:
9025 NORTH RIVER ROAD, SUITE 100
INDIANAPOLIS, INDIANA 46240
(317) 659-3200
SANITARY SEWER NOTES: STORM SEWER NOTES:
SITE UTILITY PLAN KEYNOTES: #
NOTE:
SEE SHEET C1.8 FOR STORM SEWER DATA
TABLE.
NOTE:
CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT
BANK IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH
THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT
BANK AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS
SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT
TO REVIEW AND APPROVAL OF THE CITY.
NOTE:
ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND
BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE
INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO
IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND
BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO
ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,
MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO
THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR
REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE
BORNE BY THE DEVELOPER.
NOTE:
ALL WATERLINES SHALL BE INSTALLED
PER CARMEL CLAY WATER UTILITY
SPECIFICATIONS
01/27/21