HomeMy WebLinkAbout1999-civil planU_ 4
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WET -TAP EXISTING WATER I n T
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MAIN AND INSTALL 200 L.,'F,
OF 2' WATER SERVICE PIPE.
INSTALL CURB SCOP AT
EASEMENT LINE.
CONSTRUCT CURB INLET C.B.
AND INSTALL 55 L,F, OF
12' P.V.C. STORM SEWER
CONSTRUCT CURB INLET C.B.
I
ANDW&T 6.L.F. OF
.
-
WET -TAP EXISTING WATER I n T
.�
MAIN AND INSTALL 200 L.,'F,
OF 2' WATER SERVICE PIPE.
INSTALL CURB SCOP AT
EASEMENT LINE.
CONSTRUCT CURB INLET C.B.
AND INSTALL 55 L,F, OF
12' P.V.C. STORM SEWER
AT LOCATIONS AS SHOWN _
' CONSTRUCT CURB INLET C.B.
AN9 *4%TALJ, 12 L,F, OF
"qE w R
RIP -RAP,
T. C. = 1015.41
INV. = 1010.50
CONSTRUCT CURB INLET C.B.
I
ANDW&T 6.L.F. OF
.
-
12` P IIIIZ, SE190
0 1.0" .
T. C. = 1017.53
INV, = 1D12.22
CONSTRUCT EROSION
'S
AT LOCATIONS AS SHOWN _
' CONSTRUCT CURB INLET C.B.
AN9 *4%TALJ, 12 L,F, OF
"qE w R
RIP -RAP,
T. C. = 1015.41
INV. = 1010.50
0 0
)
� O
O
00
CD
LEGEND
WIRE FENCE
SOIL BORING LOCATION
LC)
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
Lt_i
E—
< PROPOSED SURFACE FLOW
SLOPES GREATER THAN 3:1
SHALL BE SODDED
SCALE IN FEET
0 30 60 90
15 45
0 - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
MOTES
1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL
GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2) BENCHMARK — TOP NUT HYDRANT AT NORTHWEST CORNER OF
SITE, ELEVATION = 1022.57
3) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A PLACED
AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A
TARGET RATE OF 2 TONS PER ACRE.
4) INSTALL SILT FENCE PRIOR TO EXCAVATION.
5) SEE SOILS REPORT FOR SOIL INVESTIGATION.
6) TOTAL PARKING SPACES SHOWN = 129
TOTAL PARKING SPACES REQUIRED = 98
7) ALL SLOPES GREATER THAN 3:1 SHALL BE
SODDED AND ANCHORED.
8) SEE SHEET PME1 FOR SITE LIGHTING,
SODDED AND ANCHORED.
DESCRIPTION OF PROPERTY SHOWN HEREON:
LOT 4, BLOCK 1, GATEWAY SECOND ADDITION, DAKOTA COUNTY, MN
DATE- 9-13--99
FIELD BOOK: A
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
licensed Professional Engineer and Land
Surveyor under the laws of the State Q,f
Minnesota '
Signature
License No.�1 1
Date i.'. ` 2 �
SHEET NO,
C - 1
CONSTRUCT CURB INLET C.B.
I
ANDW&T 6.L.F. OF
.
-
12` P IIIIZ, SE190
0 1.0" .
T. C. = 1017.53
INV, = 1D12.22
CONSTRUCT EROSION
CONTROL AT PERIMETER
OF EXISTING CATCH BASIN
0
co
II 11 II
EXIST" CUR*9 JNIf.T C.B.
d
CORE DULL �'I� M.H2
T.C. = t01d:57
12' INV, . 1011.57
EXISTING INV. = 1007.02
0 0
)
� O
O
00
CD
LEGEND
WIRE FENCE
SOIL BORING LOCATION
LC)
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
Lt_i
E—
< PROPOSED SURFACE FLOW
SLOPES GREATER THAN 3:1
SHALL BE SODDED
SCALE IN FEET
0 30 60 90
15 45
0 - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
MOTES
1) UTILITIES SHOWN ARE APPROXIMATE LOCATION, CALL
GOPHER STATE ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2) BENCHMARK — TOP NUT HYDRANT AT NORTHWEST CORNER OF
SITE, ELEVATION = 1022.57
3) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A PLACED
AT THE RATE OF 75 POUNDS PER ACRE. MULCH SHALL BE PLACED AT A
TARGET RATE OF 2 TONS PER ACRE.
4) INSTALL SILT FENCE PRIOR TO EXCAVATION.
5) SEE SOILS REPORT FOR SOIL INVESTIGATION.
6) TOTAL PARKING SPACES SHOWN = 129
TOTAL PARKING SPACES REQUIRED = 98
7) ALL SLOPES GREATER THAN 3:1 SHALL BE
SODDED AND ANCHORED.
8) SEE SHEET PME1 FOR SITE LIGHTING,
SODDED AND ANCHORED.
DESCRIPTION OF PROPERTY SHOWN HEREON:
LOT 4, BLOCK 1, GATEWAY SECOND ADDITION, DAKOTA COUNTY, MN
DATE- 9-13--99
FIELD BOOK: A
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
licensed Professional Engineer and Land
Surveyor under the laws of the State Q,f
Minnesota '
Signature
License No.�1 1
Date i.'. ` 2 �
SHEET NO,
C - 1