HomeMy WebLinkAboutC5 Utilities PlanASPHALT
LIGHT (TYP.)
STORM MH
TC 741.42
25' INGRESS /EGRESS
UTILITY EASEMENT
(SCALES 30' ON PLAT:
REPLACE EXISTING
CASTING WITH
NEENAH R -3405
EX. TC= 738.96
NEW TC.= 738.81
'RINKLER
ONTROLS
S N MH
TC- 41.28
NV- 37.78
PR. INV=
73 .36±
STORM MH
TC- 739.67
EDGE OF CONCRETE
24" RCP
INV 732.67
12" RCP
INV 732.88
12" RCP
INV 732.85
24" RCP
INV 733.10
LET #6
EENAH R- 3286 -8V
CURB INLET 2
NEENAH 3286 -8V
T.C.= 744.39
.89
INV.= 735.02
GUT. 739.63
INV. 736.25
INV 739.05±
27" RCP
18" RCP
INV 732.76
C.E.S. #1
INV 733.00
10' REAR SETBACK
60' BUILDING SETBACK LINE
15'D &U. E--„
LOT 2
CARNAX SECONDARY PLAT
P.C. 3, SLIDE 199
INST. 12003 -61408
'4.39 ACRES (GROSS)
2.88 ACRES LESS R/W TAKING
EDGE FNR
0 CONCRETE
15" RCP
18" RCP
INV 732.63
I 6 HDPE ROOFDRAIN C.O.
CD
1.0% MIN. INV 741.00± 0
E;I PROPOSED O
1 STEAK 'N SHAKE I
I. D-3NT F.F.E. 743.50
4,380 S.F. 0
Alibi, Ill 0
MN. IMMIIMM-O--14.11111.111110411111111.r
r LE
T(dl) EC"
CURB INLET 5
NE NAH 328• 8V
1 -1/2"
r RAISED CURB ISLAND
BEEHIVE INLET
TC 737.20
INV 732.10
INV. =736.2
'K' COPPER
T.C. 740.44
GUT.= 739.90
INV.= 736.66
63' ELEC. LINE ESMT.
PER D.B. 235, P. 144
CONCRETE PAVEMENT INST. #1441
REBAR FOU i]
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96TH STREET
E(A)
L T 20 SEWER ESMT.
PER D.B. 232, P. 97
9
9
E(A)
E(A) X E(A) E A
8
8
357.27'
E(
i
E(A
7
7
OVERHEAD
ELECTRIC
ttl
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E(A -3
E(A)
R/W MK
RAFFI C
GNAL MH
r
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16.5'
OVERHEAD SIGNALS
I
6
6
UNDERGROUND
TELEPHONE CABLE
50' A .PHALT
G
END OF
CONCR
INV 732.58
24" W TER LINE ER
IWC /GI MAPPING
E(A)
G)
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C)
1
0
C)
0
0
C)
0
0
J
SE CORNER LOT 2
SE CORNER SE 1/4
SEC. 8, T17N, R4E
HARRISON MON. FOUND
E(A)
E(A)
5
EA)
ABOVE GROUND
BACKFLOW BY
IRRIGATION
CONTRACTOR
SHUT OFF VALVE
TO B�I I 9" TyP C ER
DOMESTIC WATER SERVICE
1" METER PIT
FOR DOMESTIC
3/4" METER PIT
FOR IRRIGATION
TAPPING SLEEVE
AND VALVE
ENLARGED WATER LAYOUT DETAIL
4
4
PLAN. NOTES:
3
2 2 4" PVC IRRIGATION SLEEVE, COORDINATE WITH ARCHITECTURALS.
0 CONNECT PROPOSED 1-1/2" TYPE 'K' COPPER WATER UNE TO EXISTING LINE. COORDINATE WITH
WATER COMPANY. FIELD VERIFY LOCATION OF EXISTING WATER LINE.
CONNECT PROPOSED SANITARY LATERAL TO EXISTING SANITARY SEWER MANHOLE. VERIFY SANITARY
SEWER MANHOLE INVERT IN FIELD. ADJUST AS REQUIRED.
0 CONNECT PROPOSED TELEPHONE LINE TO EXISTING LINE. COORDINATE WITH TELEPHONE COMPANY.
PROVIDE 4" PVC CONDUIT WITH PULL STRINGS.
:i:CONNECT PROPOSED ELECTRIC LINE TO EXISTING LINE. COORDINATE WITH ELECTRICAL COMPANY.
PROVIDE 2 4" PVC CONDUIT WITH PULL STRINGS.
0 CONNECT PROPOSED GAS LINE TO EXISTING LINE. COORDINATE WITH GAS COMPANY. PROVIDE 6"
SLEEVE.
�7 PROPOSED TRANSFORMER LOCATION. COORDINATE WITH ELECTRIC COMPANY.
SITE BENCHMARK
SITE BENCHMARK
UNITED SURVEYING REBAR w /CAP MARKED UCP #21.
ELEV 737.06
TBM
CUT BOX ON CURB
ELEV 739.33
KNOX BOX BY G.C.; MOUNT PER
MFR. RECOMMENDATIONS. ADD
PLATE FOR WELDING /BOLTING KNOX
BOX
3
NOT TO SCALE
-NOTE
CARMEL UTILITIES DOES NOT SUBSCRIBE TO "HOLEY MOLEY"
AND SHOULD BE CONTACTED DIRECTLY FOR ALL WATER MAIN
AND SANITARY SEWER MAIN LOCATIONS.
30'
0 15 30 60
2
2
WM, WV,
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LID
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co
892
STM
Q
894.50
W
GAS
F.F.E.
TC
INV
RCP
CMP
PVC
STR.
M.E.G.
SSD
TOC
GUT
OUL
T
TBM
WV
GENERAL NOTES:
LEGEND
EXIST. FIRE HYDRANT
EXIST. WATER METER /VALVE
EXIST. SIGN
EXIST. MONITOR WELL
EXIST. IRON PIN OR PK (SET /FOUND)
EXIST. GAS METER
EXIST. GAS VALVE
EXIST. MANHOLE
EXIST. CLEANOUT
TEMPORARY BENCHMARK
WATER VALVE
EXIST. STORM INLET
EXIST. STORM /SAN. /TELE. MANHOLE
EXIST. ELECTRIC METER
EXIST. POWER POLE
EXIST. GUY ANCHOR
EXIST. TELEPHONE PEDESTAL
EXIST. SANITARY SEWER LINE
EXIST. STORM SEWER LINE
EXIST. CONTOURS
PIPE END SECTION
RIGHT -OF -WAY LINE
PROPOSED SANITARY SEWER LINE
PROPOSED STORM SEWER UNE
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
-NOTE
RUN WATER LINE DEPTH TO MEET THE CITY OF CARMEL
REQUIREMENTS PROVIDE MINIMUM OF 10' HORIZONTAL 2'
VERTICAL CLEARANCE BETWEEN WATER SANITARY LINE.
SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE
C900 WATER MAIN GRADE PVC.
1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES
ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
2) PROVIDE THRUST BLOCKS FOR ALL WATER UNE BENDS AND TEES, INCLUDING TAP CONNECTION.
3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE.
CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS.
4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES.
5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE
LINE AND METER WITH GAS COMPANY.
6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM UNES WITH MECHANICAL
DRAWINGS.
7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED.
DOCUMENT ANY CHANGES.
8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM SANITARY SEWER
SYSTEMS AND DOMESTIC /FIRE LINE SERVICE.
9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION
AND STORM SEWER SANITARY SEWER INSTALLATION.
10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND
IRRIGATION SYSTEM.
11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS.
12) SANITARY SEWER LATERAL, WATER SERVICE, Sc ELECTRICAL/TELEPHONE CONDUITS SHALL BE
GRANULAR BACKFILL FOR ENTIRE RUN.
Call 1 -500 -382 -5544
2 WORKING DAYS
BEFORE YOU DIG.
"IT'S THE LAW"
INDIANA UNDERGROUND PROTECTION SERVICE, INC.
CAUTION!!
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES 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 UTILITIES SHALL BE VERIFIED BY THE
CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION
PLEASE CALL "HOLEY MOLEY"
11 800 382 5544
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10200392
STATE OF
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