HomeMy WebLinkAbout21_G2.02-GRADING PLAN-SOUTHWESTMATCH LINE (NORTH/SOUTH)
WTR
SAN
WTR
WTR
SAN SAN
WTR
SAN SAN SANWTR
ST-103
RIM. = 780.05
ST-101
INV. 777.83 (N)
ST-104
RIM. = 778.96
779.80
780.15
780.15
779.87
779.81
781.79
781.59
781.21
781.63
780.05
779.86
779.86780.05
780.05
780.05
779.68
779.60
784.75
784.43
BW 779.44
784.25
784.77
784.06
783.85
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.
CONTRIBUTING DRAINAGE AREA = 3.16 ACRES
10 YR. DISCHARGE = 1.02 CFS
10 YR. STAGE ELEV.= 780.06
10 YR. STORAGE VOLUME = 0.49 AC/FT
100 YR. DISCHARGE = 2.03 CFS
100 YR. STAGE ELEV.= 781.20
100 YR. STORAGE VOLUME = 0.85 AC/FT
MEG 783.15
MEG 784.39
782.90
MEG 784.13 1
1
779.30
779.20
TW 781.27
781.27
BW 779.33
TW 781.27
ST-102
RIM. = 781.90
780.15BW 780.31
BW 780.34 TW 781.27
TW 781.27
BW 779.79
TW 781.27
779.60
BW 779.49
TW 781.27
BW 780.42
BW 780.60TW 782.75
TW 781.27
BW 781.00TW 782.75
BW 781.49
BW 782.18
TW 782.90
TW 783.04
BW 782.02
782.00 782.18
FF 782.20
FF 782.20
FF 780.87FF 780.87
781.30 780.85
780.33
780.75
780.75
780.54
781.79
TW 783.10783.10
782.71
784.71
784.64784.70
784.84
784.77
784.44
MEG 784.49
MEG 784.34
MEG 784.10
MEG 784.71
784.78
MEG 784.80
MEG 784.91
MEG 784.71
MEG 784.90
784.99
784.66
784.74
784.70
784.78
784.80
784.80
784.69
784.69
MEG 784.68
784.73
780.26
779.83
FL 778.80
785.78
784.95
784.95 784.95
784.95
784.81
784.70
784.81 784.70
784.70
784.81
FL 784.07 2
2
2
FL 777.83FL 777.83
EXIST. STORAGE BUILDING (WEST SIDE)
FINISH FLOOR ELEV.= 782.20
PROPOSED RESTROOM BUILDING (EAST SIDE)
FINISH FLOOR ELEV.= 780.87
FL 781.17 FL 781.90
MEG 786.70MEG 786.70
784.20784.30
784.35 784.32
ST-202
INV. 781.17 (W)ST-201
INV. 781.90 (E)
BENCHMARKS:
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'sbelow.
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!
USGS BENCHMARK INFORMATION
ARCHITECT
Carmel Clay Schools
CONSULTANT
Construction Documents
WWW.FHAI.COM317-848-0966
350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204
COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.
5201 East Main Street
Carmel, Indiana 46033
CARMEL HARTMAN
FIELD IMPROVEMENTS
PROJECT NUMBER: 220127.00
PROJECT ISSUE DATE: May 12, 2021
DRAWN BY: HHW
WWW.TLF-ENGINEERS.COM317-334-1500
3901 W 86TH ST #200, INDIANAPOLIS, IN 46268
REV.
NO. DESCRIPTION DATE
G2.02
GRADING PLAN - SOUTHWEST
30 900 30 60
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
TOP OF WALL
BOTTOM OF WALL
FINISH FLOOR
FLOWLINE
EXISTING CONTOUR W/ ELEVATION
PROPOSED CONTOUR W/ ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED SURFACE DRAINAGE FLOW ARROW
MEG
TC
BC
FF
750.65
FL
TW
BW
GRADING KEYNOTES
1. CONTRACTOR TO COORDINATE WITH OWNERS
REPRESENTATIVE ON LOW SPOT REGRADING. APPROXIMATE
AREAS HAVE BEEN DELINEATED WITHIN THE JV OUTFIELD.
FINAL AREAS TO BE DETERMINED PRIOR TO CONSTRUCTION.
SOD TO BE STRIPPED PRIOR TO GRADING ACTIVITY.
2. PROPOSED SWALE @ 1.0% MIN. SLOPE
3. BOTTOM OF DRY BASIN @ 1.0% MIN. SLOPE
08/19/21