HomeMy WebLinkAboutC202 Grading & Erosion Control PlanTING SANITARY STRUCTURE
EXISTING SANITARY
EXIST. BEEHIVE
T.C. 841.25
INV. 836.77 15" RCP NW
INV. 836.77 18" RCP SW
47.22
45.50
45.50
low
insii■ii unsuu ifl4ii mE iliimr
45.50
47.00
48.62
48.12
T.W
B.W
T.W.
B.W.
1 M.E.
T.W. 45.50
B.W. 41.95
45.50
41.95
12"
47.90
47.40
42.00
48.95
48.45
48.14
47.64
48.651
48.75
F.F.E. 849.00
F.F.E. 849.00
48.75
48.25
47.00
48.24
47.74
46.95
46.45
46.25
45.75
T.W.
B.W.
846
EXISTING SANITARY STRUCTURE
TC= 846.34
INV.= N 836.56, VCP 6"
INV.= W 837.46,1_ VCP 8"),;[
Nv.= E 837.46, Vt.?
X5.50 T.W.
45.50 B.W.
MAIN STREET
847
12"
3.3"
co
cci
848
48.36
47.86
33"
ELEVATION 848.41
1 148.50
1
47.441
ELEVATION 842.52 (NGVD 1929)
48.75
48.25
148.50
148.50
48.19
47.69
�c
T.C.
TEMPORARY BENCHMARK
Cut "X" on most easterly bolt on fire hydrant located on
north edge of site.
PROJECT BENCHMARK
Cross cut on top of southerly end of 7x9 foot corrugated
metal pipe under U.S. Route 31 at Little Cool Creek.
48.91
48.41
rr
dQ
-J
3
t
i
1
F
T.C.
48.001
M.E. 1
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 836J19, VCP 8"
0
0
0
LL
t0
NOTES
EXISTING LEGEND
831
xx
T 1
r
O
OHU
H
HT
,'„DHT`_
3
w w
wv
0
99.50
99.00
7. TC TOP OF CURB TOP OF CASTING.
PROPOSED LEGEND
701
TOP OF CURB ELEV.
GUTTER ELEV.
99.50
99.00
1.00%
Pr
6. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
T. W.
B.W.
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
STORM SEWER
STORM INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
SPOT ELEVATION
TOP OF WALL
BOTTOM OF WALL
GRADE
EROSION CONTROL FENCE
GRAVEL BAGS
FABRIC DROP
INLET PROTECTION
RIPRAP
EROSION CONTROL MAT
DRAINAGE BREAK
1. SEE SHEET "C801", "C802 "C803" FOR SITE DETAILS.
2. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION.
4. MAXIMUM LAWN SLOPE IS 3:1, UNLESS INDICATED OTHERWISE.
5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES
TO LOCATE 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, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED
RESPONSIBILITY OF THE CONTRACTOR.
INCHES
0"
PRINTED
JAN 2004
NS1GH r N INEERING
0' 10'
FEET
1"
20'
2"
40'
s \Projects10335\dwg\0335DP.dwg, 01/30/2004 09:57:46 AM, Cad2
nee
NO.
DATE
REVS/ON DESCRIPTION
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SITE ADDRESS:
IAI\ STREET
GUILFORD ROAD
INDIANA
811 WEST
MAIN STREET
CARMEL,
SCALE. 1" 20'
DATE 01/30/04
DESIGNED BY DGP
DRAWN BY M E C
CHECKED BY DGP
HELD BOOK i N /A
FILENAME 0335DP.dwg
DRANK TITLE.
EROSION
PLAN
GRADING
CONTROL
SHEET N0.•
C2O2
TING SANITARY STRUCTURE
EXISTING SANITARY
EXIST. BEEHIVE
T.C. 841.25
INV. 836.77 15" RCP NW
INV. 836.77 18" RCP SW
47.22
45.50
45.50
low
insii■ii unsuu ifl4ii mE iliimr
45.50
47.00
48.62
48.12
T.W
B.W
T.W.
B.W.
1 M.E.
T.W. 45.50
B.W. 41.95
45.50
41.95
12"
47.90
47.40
42.00
48.95
48.45
48.14
47.64
48.651
48.75
F.F.E. 849.00
F.F.E. 849.00
48.75
48.25
47.00
48.24
47.74
46.95
46.45
46.25
45.75
T.W.
B.W.
846
EXISTING SANITARY STRUCTURE
TC= 846.34
INV.= N 836.56, VCP 6"
INV.= W 837.46,1_ VCP 8"),;[
Nv.= E 837.46, Vt.?
X5.50 T.W.
45.50 B.W.
MAIN STREET
847
12"
3.3"
co
cci
848
48.36
47.86
33"
ELEVATION 848.41
1 148.50
1
47.441
ELEVATION 842.52 (NGVD 1929)
48.75
48.25
148.50
148.50
48.19
47.69
�c
T.C.
TEMPORARY BENCHMARK
Cut "X" on most easterly bolt on fire hydrant located on
north edge of site.
PROJECT BENCHMARK
Cross cut on top of southerly end of 7x9 foot corrugated
metal pipe under U.S. Route 31 at Little Cool Creek.
48.91
48.41
rr
dQ
-J
3
t
i
1
F
T.C.
48.001
M.E. 1
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 836J19, VCP 8"
0
0
0
LL
t0
NOTES
EXISTING LEGEND
831
xx
T 1
r
O
OHU
H
HT
,'„DHT`_
3
w w
wv
0
99.50
99.00
7. TC TOP OF CURB TOP OF CASTING.
PROPOSED LEGEND
701
TOP OF CURB ELEV.
GUTTER ELEV.
99.50
99.00
1.00%
Pr
6. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE.
T. W.
B.W.
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
STORM SEWER
STORM INLET
PIPE END SECTION
UNDERDRAIN
STRUCTURE NUMBER
SPOT ELEVATION
TOP OF WALL
BOTTOM OF WALL
GRADE
EROSION CONTROL FENCE
GRAVEL BAGS
FABRIC DROP
INLET PROTECTION
RIPRAP
EROSION CONTROL MAT
DRAINAGE BREAK
1. SEE SHEET "C801", "C802 "C803" FOR SITE DETAILS.
2. SEE SHEET "C901" FOR SITE SPECIFICATIONS.
3. ALL CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO
CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION.
4. MAXIMUM LAWN SLOPE IS 3:1, UNLESS INDICATED OTHERWISE.
5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES
TO LOCATE 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, THEIR
SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION
WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED
RESPONSIBILITY OF THE CONTRACTOR.
INCHES
0"
PRINTED
JAN 2004
NS1GH r N INEERING
0' 10'
FEET
1"
20'
2"
40'
s \Projects10335\dwg\0335DP.dwg, 01/30/2004 09:57:46 AM, Cad2