HomeMy WebLinkAboutG2.1_Grading Plan NorthTBM#4 = 810.78
PROPOSED NATATORIUM
BUILDING ADDITION
F.F.E.= 831.98
F.F.E.= 831.98
FH1
FH2
FH3
TC 824.19
BC 823.69
TC 824.53
BC 824.03
TC 824.86
BC 824.36
TC 825.16
BC 824.66
TC 825.18
BC 824.68
TC 824.92
BC 824.42
TC 824.25
BC 823.75
825.24
823.19
823.54
823.87
824.18
824.21
823.91
823.50
831.84
824.34
824.12
824.00
823.92
823.40
822.69
822.70
822.87
822.99
822.82
MEG 822.42
EXPOSED FOUNDATION WALL
ALONG EAST SIDE OF BUILDING
831.82
831.98
828.14
830.16
822.78
821.83
MEG 820.53
MEG 820.60
MEG 827.89
MEG 832.62
EXISTING STEPS AND RAMP
TO REMAIN IN PLACE
TC 824.01
BC 823.51
TC 831.97
BC 831.47
TC 832.04
BC 831.54
TC 829.89
BC 829.39
MEG 832.30
MEG 832.44
MEG 832.43
832.19
TC 825.83
BC 825.33
TC 824.43
BC 823.93
MEG 822.76
MEG 822.46
MEG 821.26
823.42
823.59
823.43
822.82
822.99
822.83 821.66
822.75
823.25
823.90
824.06
824.06
MEG 829.78
829.61
TC 829.40
BC 828.90
826.00
825.77
824.54
831.86
824.34
826.00
825.00
831.63
832.27
830.57
TC 830.36
BC 829.86
831.24
TC 831.08
BC 830.58
TC 831.07
BC 830.57
TC 828.86
BC 828.36
TC 828.17
BC 827.67
829.12
831.82
831.98
831.82
828.46
828.14
824.06
831.84
826.00
823.64
822.44
823.89
824.08
823.40
823.45
828.09
TC 826.33
BC 825.83
TC 823.61
BC 823.11
825.73
829.72
826.00
823.69
823.45
823.62
825.08
ST-305
RIM. = 831.63'
ST-302
RIM. = 828.09'
ST-303
RIM. = 825.68'
ST-301
RIM. = 825.08'
ST-402
RIM. = 824.31'
ST-105
RIM. = 824.37'
ST-202
RIM. = 824.34'
ST-405
RIM. = 823.76'
ST-406
RIM. = 823.54'
ST-104
RIM. = 823.73'
ST-304
RIM. = 823.67'
ST-404
RIM. = 823.76'
ST-203
RIM. = 823.45'
ST-306
RIM. = 823.40'
ST-204
ST-501
RIM. = 823.27'
ST-403
RIM. = 822.46'
ST-502
RIM. = 818.88'
ST-500 IN
RIM. = 824.56'
ST-500 OUT
RIM. = 823.51'
MEG 832.42
MEG 828.17
MEG 828.54 TC 829.12
BC 828.62
828.44
MEG 828.27
STORMTRAP
UNDERGROUND
DETENTION SYSTEM
826.00
826.00
BENCHMARKS:
20 6002040
G2.1
GRADING PLAN - NORTH
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 SHEETS SU2.1, SU2.2 AND SU2.3
8.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.3
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED CURB ELEVATION
MEG
TC
BC
TC
BC
750.65