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4 CY OF CLASS III RIP -RAP
INSTALL 155 L.F. OF 6"
PVC SAN SERV AND
CONNECT TO EXIST. 8'
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SAN LINE
EAST- J
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DRAINAGE
BREAK
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963
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BUILDING ---� _ EDGE OF
B6 ' 12 CONIC.- i% HOULDER
SETBACK LINES ti. CURBBJ& GUTTER PROP. Q
�h
BIT. I �'�
DRIVE AND GUTTER
/--' 297.67
I
EAST
CONSTRUCT SILT FENCE
AS SHOWN
PROPEX "SILT STOP" FABRIC OR
EQUAL -FASTEN TO STAKES
2"x2"x4' WOOD
STAKES @4' O.C.
10' MIN.
EXISTING GRADE --1
BA.CKFfLL
—III-
BURY BOTTOM 60 OF
o z _ FABRIC
PROPOSED EMBANKMENT
SILT FENCE
NOT TO SCALE
1
2
18" CONC. EDGE
963
HYD.
— ST-
- W -
-
°
962
, 961
LEGEND
HYDRANT
STORM SEWER LINE
STORM SEWER LINE
SANITARY LINE
PROPOSED SURFACE WATER FLOW
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
REPAIR STREET PER CITY
STANDARDS AND
SPECIFICATIONS
WET -TAP EXIST. 8" MAIN
- AND INSTALL 155 L.F. OF
6" DIP SERVICE TO BLDG.
INSTALL 44 L.F. OF 15"
CMP CULVERT PIPE WITH
-- F.E. SECTIONS
INV IN = 959.40
INV OUT = 959.28
BENCHMARK - TOP NUT HYDRANT
ELEVATION = 964.51
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Professional Engineer under, the
laws of the State of Minnesota.
Signature"
Registration No
/t" 3 v r
Date
SCALE IN FEET
0 20 40 60
10 30
o - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
LEGAL DESCRIPTION OF PARCEL SHOWN:
Lot 3, Block 4, AIRLAKE INDUSTRIAL PARK SECOND
ADDITION, Dakota County, Minnesota, according to
the recorded plat thereof,
NOTE
1.) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE
ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2.) CONSTRUCT 50 FOOT TEMPORARY CONSTRUCTION ENTRANCE
OFF OF HEYWOOD AVE.
3.) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A
PLACED AT A RATE OF 75 POUNDS PER ACRE. MULCH SHALL
BE PLACED ATA TARGET RATE OF 2 TONS PER ACRE.
4f k/ 0 * " e.
-- SEE SOIL BORING REPORT FOR SOIL
CORRECTION REOWREMENTS,
1 1/2 " BITUMINOUS WEARING COURSE., Mn/DOT SPEC 2341,
1 1/2" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331.
6" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211
100% CRUSHED.
PLACE ON PREPARED SUBGRADE. Mn/DOT SPEC 2112,
ASPHALT PAVEMENT
SECTION
NOT TO SCALE
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LOT 3
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DRAINAGE
BREAK
L
CV
co
rn
N
963
1
I
BUILDING ---� _ EDGE OF
B6 ' 12 CONIC.- i% HOULDER
SETBACK LINES ti. CURBBJ& GUTTER PROP. Q
�h
BIT. I �'�
DRIVE AND GUTTER
/--' 297.67
I
EAST
CONSTRUCT SILT FENCE
AS SHOWN
PROPEX "SILT STOP" FABRIC OR
EQUAL -FASTEN TO STAKES
2"x2"x4' WOOD
STAKES @4' O.C.
10' MIN.
EXISTING GRADE --1
BA.CKFfLL
—III-
BURY BOTTOM 60 OF
o z _ FABRIC
PROPOSED EMBANKMENT
SILT FENCE
NOT TO SCALE
1
2
18" CONC. EDGE
963
HYD.
— ST-
- W -
-
°
962
, 961
LEGEND
HYDRANT
STORM SEWER LINE
STORM SEWER LINE
SANITARY LINE
PROPOSED SURFACE WATER FLOW
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
REPAIR STREET PER CITY
STANDARDS AND
SPECIFICATIONS
WET -TAP EXIST. 8" MAIN
- AND INSTALL 155 L.F. OF
6" DIP SERVICE TO BLDG.
INSTALL 44 L.F. OF 15"
CMP CULVERT PIPE WITH
-- F.E. SECTIONS
INV IN = 959.40
INV OUT = 959.28
BENCHMARK - TOP NUT HYDRANT
ELEVATION = 964.51
I hereby certify that this plan, specification,
or report was prepared by me or under my
direct supervision and that I am a duly
registered Professional Engineer under, the
laws of the State of Minnesota.
Signature"
Registration No
/t" 3 v r
Date
SCALE IN FEET
0 20 40 60
10 30
o - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
LEGAL DESCRIPTION OF PARCEL SHOWN:
Lot 3, Block 4, AIRLAKE INDUSTRIAL PARK SECOND
ADDITION, Dakota County, Minnesota, according to
the recorded plat thereof,
NOTE
1.) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE
ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2.) CONSTRUCT 50 FOOT TEMPORARY CONSTRUCTION ENTRANCE
OFF OF HEYWOOD AVE.
3.) ALL DISTURBED AREAS SHALL HAVE SEED MIXTURE NO. 50A
PLACED AT A RATE OF 75 POUNDS PER ACRE. MULCH SHALL
BE PLACED ATA TARGET RATE OF 2 TONS PER ACRE.
4f k/ 0 * " e.
-- SEE SOIL BORING REPORT FOR SOIL
CORRECTION REOWREMENTS,
1 1/2 " BITUMINOUS WEARING COURSE., Mn/DOT SPEC 2341,
1 1/2" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331.
6" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211
100% CRUSHED.
PLACE ON PREPARED SUBGRADE. Mn/DOT SPEC 2112,
ASPHALT PAVEMENT
SECTION
NOT TO SCALE