HomeMy WebLinkAbout21_G2.02-GRADING PLAN-SOUTHWESTBENCHMARKS:
MATCH LINE (NORTH/SOUTH)
ST-103
RIM. = 780.57
ST-101
INV. 777.79 (N)
ST-102
RIM. = 782.00
ST-104
RIM. = 781.09
780.45780.89
781.61
780.40
781.97
781.97
781.99
782.18
784.48
784.30
784.33
784.69
784.71
784.72
782.20
781.30 780.86
780.81
781.36
780.93
780.52
780.15
780.15
784.73
784.72
784.76
780.39
784.48
780.15
780.55
781.20
780.69
781.14
782.20784.51
784.81
784.64
784.42
784.29
784.36
UNDERGROUND DETENTION CHAMBERS (SC-740)
CHAMBER AREA = 196' x 102'
MINIMUM FINISH GRADE ELEV. = 783.00
TOP OF STONE = 782.50
TOP OF CHAMBERS = 781.50
BOTTOM OF CHAMBERS = 779.00
BOTTOM OF STONE = 778.50
21 ROWS OF 27 CHAMBERS = 47,355 CFT.
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! G2.02
GRADING PLAN - SOUTHWEST
CONSULTANT
CARMEL CLAY SCHOOLS
WWW.FHAI.COM
ARCHITECT
317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.
CARMEL HIGH
SCHOOL
5201 E MAIN STREET
CARMEL, IN 46033
HARTMAN FIELD
IMPROVEMENTS
NOT FOR CONSTRUCTIONTAC SUBMITTAL
REV.
NO.DESCRIPTION DATE
TAC SUBMITTAL 02/17/2021A
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: 02/17/2021
DRAWN BY: HHW
PROJECT
220127.00
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
USGS BENCHMARK INFORMATION
30 9003060
1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL
LEGEND.
2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN
WERE PROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.
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.
GENERAL NOTES
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
MATCH EXISTING GRADE
TOP OF CURB
BOTTOM OF CURB
EDGE OF PAVEMENT
FLOWLINE
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
MEG
TC
BC
EP
750.65
FL