HomeMy WebLinkAboutC1 Demolition PlanASPHALT
10
LIGHT (TYP.)
STORM MH
TC 741.42
25' INGRESS/EGRESS
UTILITY EASEMENT
(SCALES 30 ON PLAT
IIMMI•■■■•
0'N
It
1 SE 1/4
I
it
RAISED CURB I
(UNDER CONS CTION)
2
C
BC
RINKL
OONTROLS
IPS
I
S N M H
I TC- 41.28
1 INV- 37.78
I I
STORM M MH
TC-739.67
I INV- 32.12
1 1--
1-1-)
0
IPS
27_LR4P
S8947'91 17.12'
z
SEC. 8, T17N, R4E
°47'47"W (PLAT BEARING) 2688.91'
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EDGE OF CONCRETE
9
733
18" RCP
INV 732.76
12" RCP
INV 732.85
24" RCP
INV 732.67
2" RCP
INV 732.88
24" RCP
INV 733.10
E(A)
3 7 7 36
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96TH STREET
60' BUILDING SETBACK LINE
20' SEWER ESMT.
PER D.B. 232, P. 97
8
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E(A) E (A) E(A)
,LOT 2
CARMAX SEIVIDARY PUT
P.C. 3,11UDE 199
INST. 1,2003-61408
3.39 ACRES (GROSS)
2.88 ACRES LESS R/W TAKING
I II I
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15' D. U.
8
EDGE OF CONCRETE
18" RCP
INV 732.63
357.27'
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CONCRETE PAVEMENT
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x
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BEEHNUNE
x
63' ELEC LINE ESMT.
PER D.B. 235, P. 144
INST. #1441
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OVERHEAD
ELECTRIC
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REBAR OU ND
wVMS CAP
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--06 1196 7 771-= M
0.00 ELEV.=73
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oo YDR9T
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E(A) E(
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944
96
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889
1896
736.0
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G8. LINE 1M R
6
END OF
CONCR TE
24" WITER LINE
IWC/Glt MAPPING
ER
UNDERGIOUND
TELEPHONE CABLE
R/W MKF
RAFFIC
AL MH
16.5'
1 6.5'
1704244.4404
OVERHEAD SIGNALS
6
E(A)
E(A)
SE CORNER LOT 2
SE CORNER SE 1/4
SEC. 8, T17N, R4E
HARRISON MON. FOUND
6 -1704409-.320
E=209902.E085Eil
ELEV =738 42
5
5
EcO
0
4
DEMOLITION PLAN NOTES:
3
ED SAWCUT CURB
0 REMOVE EXISTING INLET CASTING AND REPLACE WITH CASTING PER GRADING St DRAINAGE PLAN.
0 SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL AND REPLACE WITH DEPRESSED CURB.
SEE DETAIL SHEET.
REMOVE EXISTING TREE.
4
SITE BENCHMARK
SITE BENCHMARK
UNITED SURVEYING REBAR w/CAP MARKED UCP #21.
ELEV 737.06
TBM
CUT BOX ON CURB
ELEV 739.33
3
2
1" 30'
0 15 30 60
2
EBH
WM. WV.
cml
0
0
CO
892
STM
0
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
STR.
M.E.G.
SSD
TOC
GUT
OUL
IBM
WV
LEGEND
EXIST. FIRE HYDRANT
EXIST. WATER MEIER/VALVE
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
EXIST.
S1GN
MONITOR WELL
IRON PIN 8c OR PK (SET/FOUND)
GAS MEI ER
GAS VALVE
STORM INLET
STORM/SAN./TELE. MANHOLE
ELECTRIC PO RICM LE E I ER
W
GUY ANCHOR
TELEPHONE PEDESTAL
MANHOLE
C S A E T
N U Y 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 ONE
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
DISTURBED ACREAGE
1.06± AC.
Call 1-800-382-5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE. INC.
CAUTION?!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILMES SHOWN ON
THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING,
BUT 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 UTILMES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
1-800-382-5544
ag
1.1
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co
JAMES K. SHINNEMAN P E 10200392
cf
47.
SHEET NO.
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C 1