HomeMy WebLinkAboutC3 Grading & Drainage PlanASPHALT
LIGHT (TYP.)
25' INGRESS /EGRESS
UTILITY EASEMENT
(SCALES 30' ON PLAT
REPLACE EXISTING
CASTING WITH
NEENAH R -3405
EX. TC= 738.96 Co
NEW TC.= 738.81 R
RAISED CURB I- J +ND
24" RCP
INV 733.10
12" RCP
INV 732.85
24" RCP
INV. 732.67
12" RCP
INV 732.88
EDGE OF CONCRETE
STORM MH
TC 739.86
311V 73L.86�
27" REF:,
742.71
742.21
96TH STREET
18" RCP
INV 732.76
C.E.S. #1
740.39
740.14
740.79
742.00
742.90'
742.7
742.64
EENA
.C. =7
UT.
743.1
43.30
43.14
741.08
R-
0.60
40.10
742.52
742.02
743.44
742.94
743.30
743.30
743.48
742.98
742.80
743.40
743.50
743.50
742.98
743.50
743.50
743.50
743.50
43.0 743.40
742.88 an _E 743.48
B I 743.38 743.30 743.
742.88 742.80 743.30
i 742.
euRErmir
Q.'
F42.80
743.6
-328
.C. =7
T. =7
V. -7
743,15
-8V
9.90
9:40
6.8
740.88
740.3
741.63
742.38
738.84
742.68
740.18
INV 733.00
732
733
--734
.735
736
737
738
x
742.88
20' SEWER ESMT.
PER D.B. 232, P. 97
7 3 7
734 ___ho_
o�
EDGE OF CONCRETE
CONCRETE PAVEMENT
E(A) E(
15' D. U. E.
18" RCP
INV 732.63
ttttt>.t>A�ttttttttttt� ��11r�� ®wRea ®I vIJ
x ^0.; BEEHIVE'11�ilrET
TC 737.20
732.10
NON- -ACESS'.:EASEMENT
63' ELEC. LINE ESMT.
PER D.B. 235, P. 144
INST. #1441
OVERHEAD
ELECTRIC
E(A)
444 8684
X96 (856
L V. 738,E
24" WiTER LINE ER
IWC /GIF MAPPING
UNDERG OUND
t• TELEPHONE CABLE
170.1344.
ELEV. 740.73
5O A'. P HALT C)
SE CORNER LOT 2
SE CORNER SE 1/4
SEC. 5, T17N, R4E
HARRISON MON FOUND
N.1704404.3020
E- 209602 6085®
ELEV. =736 .2
FLOODPLAIN NOTE:
ALL BUILDINGS WITHIN THE FLOODPLAIN MUST HAVE FINISHED FLOOR
ELEVATIONS (INCLUDING BASEMENTS) A MINIMUM OF TWO (2) FEET ABOVE THE
BASE FLOOD ELEVATION. THE FILL FOR THE BUILDING PADS MUST BE
COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY USING THE
STANDARD PROCTOR TEST METHOD. THE COMPACTION TESTS SHALL BE
PREFORMED AND CERTIFIED BY QUALIFIED TESTING AGENCY AT THE COST OF
THE DEVELOPER. THE SURFACE OF THE FILL MUST EXTEND AT LEAST TEN
(10') HORIZONTALLY FROM THE PERIMETER OF THE BUILDING BEFORE SLOPING
BELOW THE BASE FLOOD ELEVATION. THIS IS A MINIMUM DISTANCE WHICH MAY
NEED TO BE EXTENDED BASED ON SITE CONDITIONS.
BASE FLOOD ELEVATION: 100 YR. CARMEL CREEK
VARIES FROM 740.00 TO 740.50. PER
FLOOD INSURANCE STUDY, HAMILTON CO., IN., FEBRUARY 19, 2003
FIRM MAP NO. 18057CO237 F
6" STANDING CURB
3 -0"
TAPER
AMSWA/..../%:V./
TBM
CUT BOX ON CURB
ELEV 739.33
SECTION VIEW
5' -0"
END OF CURB
PLAN VIEW
CURB CUT TAPER DETAIL
TAPER
892
0
894.50
W
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
STR.
M.E.G.
SSD
TOC
GUT
OUL
T
TBM
WV
SITE BENCHMARK
SITE BENCHMARK
(NO SCALE)
6" STANDING
CURB
6" STANDING CURB
LEGEND
UNITED SURVEYING REBAR w /CAP MARKED UCP #21.
ELEV 737.06
"NUM.,...\\\\I■
EXIST. FIRE HYDRANT
EXIST. WATER METER /VALVE
EXIST. SIGN
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. GAS MEIER
EXIST. GAS VALVE
EXIST. STORM INLET
EXIST. STORM/SAN./TELE. MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. MANHOLE
EXIST. CLEANOUT
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST. CONTOURS
PIPE END SECTION
RIGHT -OF -WAY LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 6" HDPE ROOF DRAIN
PROPOSED PIPE BOLLARD
PROPOSED MANHOLE
PROPOSED CONTOURS
PROPOSED ELEVATION
DRAINAGE FLOW ARROW
WATER LINE
GAS LINE
FINISH FLOOR ELEVATION
TOP OF (MANHOLE INLET) CASTING
INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET)
REINFORCED CONCRETE PIPE
CORRUGATED METAL PIPE
POLYVINYL CHLORIDE PIPE
STRUCTURE
MATCH EXISTING GRADE
SUB SURFACE DRAINAGE
TOP OF CURB
GUTTER
OVERHEAD UTILITY LINE
OVERHEAD TELEPHONE
TEMPORARY BENCHMARK
WATER VALVE
GENERAL NOTES:
1) CONTRACTOR SHALL VERIFY SITE SOIL BALANCE REQUIREMENTS.
EXCESS /DEFICIENT MATERIAL QUANTITIES SHALL BE FIELD ADJUSTED.
ADJUSTMENTS IN FINAL GRADES AS SHOWN SHALL BE FIELD ENGINEERED AS
REQUIRED, AND AS APPROVED BY STEAK 'N SHAKE AND THE ENGINEER.
GRADING INTENT AS SHOWN SHALL BE MAINTAINED. EXCESS SOIL SHALL BE
REMOVED FROM THE SITE.
Call 1- -800 382 --5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW"
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING.
BU r NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE
UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE.
THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0
SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1 -800- 382 -5544
SHEET NO.
o o1l1I Ii 1 !l111 14/
K S NIv
Nr CG1STL- 4 9
`t` R
NO.
10200392
STATE OF 4,.
-.3 /41D1A G
ES K. SHINNEMAN P.F:. 10200392
10
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