HomeMy WebLinkAboutSU1.0_Overall Utility PlanTBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205
LOT 52
LOT 53
LOT 54
LOT 55
LOT 56
LOT 57
LOT 58
LOT 59
LOT 60
LOT 61
PARCEL 7
PARCEL 8
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 831.98
F.F.E.= 834.65
FH1
FH2
FH4
G
FH3
ST-401
ST-305
ST-101
ST-201
ST-302
ST-102
ST-202
ST-306
ST-203
BMP
ST-402
ST-303
ST-301
ST-103
ST-104
ST-304
ST-105
ST-502
ST-204
ST-403
ST-404
ST-501
ST-406
BMP
ST-500 IN
ST-500 OUT
ST-405
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
40 12004080
SU1.0
OVERALL UTILITY PLAN
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
PROJECT NUMBER: 220014.00
CARMEL HIGH
SCHOOL
NATATORIUM
ADDITION AND
RENOVATIONS
CARMEL CLAY SCHOOLS
520 E MAIN STREET
CARMEL, IN 46032
PROJECT ISSUE DATE: 11.17.2021
REGULATORY REVIEW
DRAWN BY: HHW
317.848.0966
350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204
REV.
NO.DESCRIPTION DATE
CONSULTANT
A TAC SUBMITTAL 11/17/2021
19700317
No.
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY
ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR
EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES
SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE
OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY
ALL CONSTRUCTION.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,
SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND
CAUTION !!
Know what's below.
before you dig.Call
R
Call 811 or 1-800-382-5544 Before You Begin Any Digging Project.
Call 48 hours or 2 working days before you dig.
It's Fast, It's Easy and It's the Law in the state of Indiana!
1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN
SERVICE OR ABANDONED.
3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE
PROJECT AREA INCLUDING UNDERGROUND UTILITY
CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE
ENGINEER.
4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
5.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
DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.
EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN
ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.
6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL
RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT
THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY
PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE
EXISTING CONDITION OF THE RIGHT-OF-WAY.
7.REFER TO UTILITY DETAILS ON SHEET SU2.1, SU2.2, SU2.3,
SU2.4, SU2.5 AND SU2.6
8.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
9.SEE SHEETS SU1.1 AND SU1.2 FOR SANITARY PLAN
INFORMATION AND SHEET SU2.2 FOR SANITARY DETAILS
GENERAL NOTES
UTILITY LEGEND
NEW STORM SEWER LINE
NEW FIRE PROTECTION LINE
NEW SANITARY LATERAL LINE
NEW NATURAL GAS LINE
EXISTING STORM LINE
EXISTING WATER LINE
EXISTING SANITARY LINE
EXISTING ELECTRICAL LINE
NEW UNDERDRAIN
OR