HomeMy WebLinkAboutC203 Utility PlanTING SANITARY STRUCTURE
843.39
W 837.12, VCP 8"
E 37.12, VCP 8"
INLET TYPE "L"
T.C.
INV. NE. 836.89
INV. SE
9 LF OF
12" RCP TN
3.00%
INLET TYPE "L"
T.C.
INV. E. 837.16
INV. SW 837.16
EXISTING SANITARY
103 LF OF 12" RCP 3.00%
EXIST. BEEHIVE
T.C. 841.25
INV. 836.77 15" RCP NW
INV. 836.77 18" RCP SW
S \Projects\0335\dwg10335DP.dwg, 01/30/2004 09:58:38 AM, Cad2
DETENTION OUTLET
T.C. 845.00
INV. 840.25
INV.
843.36
703
64 -LF OF 12" RCP 0.35% WLCONC _END SECTION
O
LL fL9 j 6
701
INLET TYPE "L"
T.C. 845.90
INV. 842.10
Et
CONCRETE END SECTION
INV. 842.00
EXISTING SANITARY STRUCTURE
TC= 846.34
INV.= N 836.56, VCP 6"
INV.= W 837.46, VCP 8"
INV.= E 837.46, VCP 8"
105 LF OF 12" RCP
MAIN STREET
YARD DRAIN
W/ BEEHIVE CASTING
T.C. 846.00
INV. 843.58
F.F.E. 849.00
0.50%
30 LF OF
6" PVC
1.10% MIN.
0
YARD DRAIN
W/ BEEHIVE CASTING
I.C.
INV. 844.16
73 LF OF
6 PVC
1.10% MIN.
TEMPORARY BENCHMARK
Cut "X" on most easterly bolt on fire hydrant located on
north edge of site.
ELEVATION 848.41
PROJECT BENCHMARK
Cross cut on top of southerly end of 7x9 foot corrugated
metal pipe under U.S. Route 31 at Little Cool Creek.
ELEVATION 842.52 (NGVD 1929)
la
it
73 LF C
6" PVC
1.10% MIN.
YARD DRAIN
W/ BEEHIVE
ll CASTING
T.C. 847.00
INV. 844.49
EXISTING SANITARY STRUCTURE
TC= 849.59
INV.= E 842.'15, PVC 8" DROP
INV.= E 836. 9, VCP 8"
INV.= S 846. 8, PVC 8" DROP
INV.= SW 83 .24, VCP 12"
INV.= W 836.19, VCP 8"
NOTES
1. SEE MECHANICAL PLANS FOR LOCATION AND SIZE OF SANITARY DRAINS, WATER
LINES AND FIRE PROTECTION WITHIN BUILDINGS.
2. COMPACTED GRANULAR BACKFILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE ALL MAINS,
CONDUITS, SERVICE LINES, ETC., IN THE AFFECTED CONSTRUCTION AREA. EXISTING
UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION.
THE LOCATION AND PROTECTION OF UTILITY STRUCTURES AND FACILITIES, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE
UTILITY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR.
4. RCP REINFORCED CONCRETE PIPE CLASS III
PVC POLYVINYL CHLORIDE
SANITARY SEWER ASTM D -3034, SDR -35
HCSP HELICALLY CORRUGATED STEEL PIPE 16 GAUGE ALUMINIZED
5. FLEXIBLE PIPE TO BE INSTALLED PER ASTM D -2321, CLASS 1,2, OR 3 BEDDING.
RIGID PIPE TO BE INSTALLED PER ASTM C -12.
6. 10 LINEAL FEET OF 4" SUBSURFACE DRAIN REQUIRED EACH WAY (UPGRADE) FROM
ALL STORM INLETS (UNLESS OTHERWISE NOTED ON PLANS).
7. FOR SITE DETAILS SEE SHEET "0801", "C802 "C803
8. FOR SITE SPECIFICATIONS SEE SHEET "0901".
9. FOR SOIL EROSION AND CONTROL DATA SEE SHEET "0202
10. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION.
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EXISTING LEGEND
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PROPOSED LEGEND
1111
701
G
SPOT ELEVATION (TOP OF CURB)
SPOT ELEVATION
CONTOUR
PIPE END SECTION
AREA /STREET LIGHT
UTILITY POLE
GUY ANCHOR
TELEPHONE MANHOLE
ELECTRIC METER
MONITOR WELL
OVERHEAD UTILITIES
OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
OVERHEAD CABLE T. V.
OVERHEAD TRAFFIC SIGNAL
UNDERGROUND TELEPHONE
UNDERGROUND ELECTRIC
UNDERGROUND CABLE T. V.
WATER LINE
WATER VALVE
FIRE HYDRANT
WATER METER
WATER MANHOLE
GAS LINE
GAS VALVE
GAS METER
DECIDUOUS TREE
EVERGREEN TREE
BUSH
TREE /SHRUB LINE
FENCE
SIGN
MAILBOX
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL MANHOLE
ELECTRIC METER
TELEPHONE
DRAINAGE MANHOLE
SANITARY MANHOLE
CURB INLET
ROUND INLET (24" TYPICAL)
SQUARE INLET (24" TYPICAL)
CLEAN OUT
SANITARY SEWER
SANITARY SEWER CLEANOUT
STORM SEWER
STORM SEWER INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
WATER METER
WATER MAIN
FIRE HYDRANT
WATER VALVE
GAS LINE
GAS METER
UNDERGROUND ELECTRIC
TRANSFORMER
ELECTRIC METER
INCHES
0"
PAINTED
JAN 35
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FEET
20'
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SITE ENGINEER
NO.
DATE
REVISION DESCR /P110N
CLIENT:
MAI\
GUILFOR
PLAZA, LLC
C WFIDENWITY STATEMENT.•
The recipient of these materials understands that
copyright in the materials is owned by IEI, and also,
that the materials contain priviledged and confidential
business information of IEI. Accordingly, the recipient
agrees to retain these materials in strict confidence
and agrees not to disclose these materials to any
other party and further agrees not to make copies of
the materials. The recipient agrees to use the
materials only for the limited purpose for which IEI
has made the materials available, and recipient agrees
to return all materials to IEI either upon completion of
the intended purpose or upon the request of IEI,
whichever comes first.
SITE ADDRESS:
`811 EST AIN STREET
MAIN STREET GUILFORD ROAD
CARMEL, INDIANA
SCALE.
20'
DESIGNED BY DGP
CHECKED BY DGP
DATE 01 /30/04
DRAWN BY M E C
HELD BOOK N/A
f7LENAME. 0335DP.dwg
DRAIf9NG AYES
UTILITY
PLAN
SHEET NO
C203
40'