HomeMy WebLinkAboutG3 - Grading Plan-Grading PlanPROPOSED 50' DRAINAGE& UTILITY EASEMENTP2P2P2P2P2P2P2P2P2P2P2P2P2P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P2 P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P4P4P3P3P4P4P3P3P4P4P3P3
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2GGGGGGGGG
FPFPFPFPFPFPFPFPGGGGGGGG G G G G G
FP FPFPFPFP FP
GG G G G G G G G G G G G G G G G GGGGGGGGG
ST-202ST-203
ST-104
ST-BMP-1
ST-101
ST-102ST-103
ST-204
ST-200
ST-106
786
786
784 785 786 787 788 789
789 788 787 786 785 7
8
4
783783 784783
783783782781780780781782783
772
77
3
77
4
7
7
5
780
783
777778776775783782781776780777778774
776 775 773778781
782783ST-105
784.35 783.50
784.50
784.42
784.62
784.12
783.60
783.10
783.60
783.10
783.60
783.10
783.60
783.10
783.80
783.30
784.09
783.59
783.81
783.31783.53
783.03
783.78
783.28
784.07
783.57
783.49
782.99
783.69
783.19
784.20
783.70
783.75
783.25
783.60
783.10
783.93
783.43
784.86
784.36
783.60
782.80
783.95
784.20
784.20784.35
784.48
784.48
784.48
784.48
784.48784.48
784.33
784.00
784.00 784.48
783.80
783.88
784.26
784.01
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.25
784.00
784.48
783.88
783.88
784.48
784.40
784.40
784.40
783.80783.80
784.48
784.48
784.40
784.48
784.00
784.40 784.40784.40
784.38
784.40
784.20
784.10
784.38 784.17
783.67
784.00
783.50
784.20
783.70
783.70
783.70
783.70
783.70
784.00
783.50
783.83
783.33
784.00
783.50
784.05
783.55
784.39
783.09
782.59
782.67
782.17
782.35
781.85
782.88
782.38
784.12
784.16
782.40
782.06
781.70
782.15
784.48
784.48
784.48
784.40
784.37
783.76
783.26
784.40
784.36
784.16
785.40
785.30
785.30
783.40
785.31
786.33
786.33
ST-201
781.70
781.65
CONSTRUCTION LIMITS
783.54
783.54
783.50
783.50
776.00
GENERAL 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.DRAINAGE SYSTEM WILL BE PRIVATE
KEYNOTES
1 EMERGENCY SPILLWAY RIPRAP - SEE DETAIL B ON SHEET G4.3
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!
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
SITE ADDRESS:
5459 EAST MAIN STREET
CARMEL, IN. 46033
DEPARTMENT OF PLANNING &
DEVELOPMENT ADDRESS:
1100 WEST OAK STREET
ZIONSVILLE, IN. 46225
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 SU1.1 FOR STORM STRUCTURE
TABLE. SEE SHEET SU1.3 FOR STORM PROFILE.PLANNORTHN
WS ECOPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.
WWW.FHAI.COM
ARCHITECT
CONSULTANT
6/13/2019 3:21:38 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 2019199.00
INDOOR FACILITY
AT BADGER
FIELDS
CLAY TOWNSHIP
5459 E MAIN STREET
CARMEL, INDIANA
PROJECT ISSUE DATE: August 23, 2019
DRAWN BY: MTP
REV.
NO.DESCRIPTION DATE
11300453
SOI
STATE OF
ORPF
E
S NEER N LA E N GIANAINIDER DAHC I
IG S
No.
TERE
D
A
CNIK.N
DTAC COMMENTS 09/06/20191
GRADING PLAN
G3.1
NEW BUILDING
FFE = 784.50'
GRADING AND DRAINAGE PLAN
SCALE: 1"= 40'N
40 12004080