HomeMy WebLinkAboutG06_G3.4_Pad Grading PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENTFP FP
FPFPFPST-203
ST-104
ST-BMP-1
ST-101
ST-102
ST-103
ST-204
ST-200
ST-106
785
786
785
784 785 786 787 788 789
789 788 787 786 785
783783
777 776
772
773782
776777775774771
772777776
773776ST-105
ST-201
CONSTRUCTION LIMITS
78578478178277
4
774775779POND STORM ELEVATIONS
100 YR (DESIGN) = 779.39
100 YR (6" ORIFICE) = 779.28
10 YR (DESIGN) = 777.08
10 YR (6" ORIFICE) = 776.84
1% SLOPE782
784
783
786786786
786786786786
784784784784783783
775
777 778
776
779
780
781
782
783
780778783780779775780781782783
ST-202
784.48
787.43
785.30
785.30
783.40
786.33 786.32
785.40
784.40
784.29
784.37
784.00
783.70 783.70
783.63
783.70
783.63
784.48
784.40
784.39
784.32 784.14
784.07
783.73
783.79
783.42
783.48
784.30
783.77 784.00784.00
784.48
784.36
784.40
784.29
784.48784.48 784.48
783.08
783.15
783.65
783.42 783.42
784.48
784.48
783.40
783.60
783.55
783.90
784.10
783.70
786.56
787.10
787.00
787.05
786.80
786.30
786.62
786.12 786.85
786.35
787.23
786.73
787.05
786.55786.78
786.28
786.00
785.50786.25
785.75
786.50
786.00
786.25
785.75
785.01
784.51
784.84
784.34
784.75
784.25
784.55
784.05 784.62
784.12
784.50
784.00784.20
783.70
783.61
783.11
784.40
783.90
783.61
783.11 784.25
783.75
783.15
782.65
783.90
783.40
783.90
783.40
783.90
783.40
783.90
783.40
783.80
783.30
784.09
783.59
783.63
783.13
783.92
783.42
783.82
783.32
783.58
783.08
784.25
783.75
784.45
783.95
784.70
784.20
784.35
783.85
784.30
783.80
787.33
786.83
786.83
784.15
783.65
784.10
783.60
783.95
783.45
784.25
783.75
784.48
784.00
784.48 783.90
783.90
784.40
784.40
784.40
784.40
784.40
783.90
784.00
783.93
784.00
783.80784.00
784.48
784.00
784.40
784.29
784.36
783.75
783.68
783.75
783.68784.00
784.00 784.48
784.40
784.29
784.00
784.48
784.00
784.40
784.29
783.75
783.68
783.75
783.68
783.75
783.68
784.26
784.18
784.09
784.00
784.00
783.75
782.34
782.59
782.59
785.19
786.37
784.37
783.22
783.25
783.00
781.45
783.49
780.46
782.42
779.19
784.00 784.00
786.00 786.00 786.00
784.00
784.00
784.00
784.00
785
785785 785GENERAL NOTES
1. SEE SHEET G0.1 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
2. REFER TO SURVEY SHEET FOR BOUNDARY, TOPOGRAPHIC, AND
DATUM REFERENCE SURVEY INFORMATION.
3. REFER TO LANDSCAPE PLANS FOR PLANTINGS.
3. SEE SHEET SU2.3 FOR SANITARY PIPE INSTALLATION DETAILS.
4. SEE SHEET SU3.1 FOR WATER LINE INSTALLATION DETAILS.
5. DRAINAGE SYSTEM TO BE PRIVATE.
6. FLOOD PROTECTION GRADE - THE ELEVATION OF THE
REGULATORY FLOOD PLUS TWO FEET AT ANY GIVEN LOCATION IN
THE SPECIAL FLOOD HAZARD AREA.
7. NAVD 88 USED FOR ELEVATIONS
LEGEND
CLEANOUT
SANITARY SEWER
STORM SEWER
MANHOLE / INLET
WATER LINE
GUTTER ELEV.
TOP/CURB ELEV.600.50
600.00
650.00 SPOT ELEVATION
CURB SPOT ELEVATION
MATCH EXISTING GRADEMEG
SEED DISTURBED AREA
GRADING PLAN
SCALE: 1"= 30'N
30 900 30 60
PLANNORTHN
WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
PROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: 06.08.2020
DRAWN BY: MTP
REV.
NO. DESCRIPTION DATE
11300453
SOI
STATE OF
ORPFE
S NEER N LA E N G IANAINIDERDAHC I
IG S
No.
TERE
DA
C
NIK.N
DCONSTRUCTION DOCUMENTS
PROJECT MANAGER: CNK
PAD GRADING PLAN
G3.4
SITE ADDRESS:
5459 EAST MAIN STREET
CARMEL, IN 46033
DEPARTMENT OF PLANNING &
DEVELOPMENT ADDRESS:
ONE CIVIC SQUARE
CARMEL, IN 46032
SURVEY INFORMATION
FLOOD INFORMATION:
The described real estate lies within Zone X (Unshaded) as
plotted by scale on the Federal Emergency Management
Agency, National Flood Insurance Program, FIRM Flood
Insurance Rate Map for Community Number 180081, Map
Number 18057C0227G, effective November 19, 2014.
SEE SURVEY SHEETS (4 TOTAL) BY DLDS
DATED APRIL 18, 2016 FOR SURVEY
INFORMATION.
STORM SEWER PIPE AND STRUCTURE
NOTE:
SEE SHEET SU2.5 FOR STORM STRUCTURE
TABLE.
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!
10/22/20