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CONSTRUCT SILT FENCE EAST
AS SHOWN
298.31
961
962
DRAINAGE
BREAK
I
11
62
40.0 T
(WATER SERV.) srW
CONC. < --Vol
WALK
EXISTING 15" CMP CULVERT
IVERT = 958.43
REGRADE DITCH (CLEAN-OUT)
TO CULVERT NORTH
w
O
i EDGE OF
o f SHOULDER
o
I
I l '
-
961
I �
CONSTRUCT 5' CURB OPENING
AND INSTALL 5 CY OF CLASS III RIP–RAP
CONNECT TO EXIST. 6" DIP
WATER SERVICE STUB AND
00 I INSTALL 170 L.F. OF 6"
86-12 CONC.- ! -' DIP SERVICE PIPE TO BUILDING
RB &GUTTER {
wo 96 !
zoo ' to { I
w 0 � > ; rn i 66
CL v I � tq- 1PROPOSED
I I
! a_ w K) W, 1 o Ln ca
PARKING i
o
,
�CONNECT TO EXIST. SAN.
�z Q¢ Q N SEWER SERVICE INV. = 9
54.70
o J 6`
j AND INSTALL 105 L F OF
w _jZ PROPOSED -
6" PVC PIPE TO BUILDING
0
¢ w o 0d I
BUILDING
¢o F.F. 964.00 , )
h INC. W K 9� N 0 . INSTALL 44 L.F. OF 15
(�• I ° � CJ SAN. CMP CULVERT PIPE WITH
}}
MH. F.E. SECTIONS
U)
V—
Z
W
W
Cn
Q
W
F--
J
r
im
INV IN = 958.99
PROP. g' �L - I INV OUT = 958.88
PROPEX "SILT STOP" FABRIC OR
EOUAL—FASTEN TO STAKES
2"x2"x4' WOOD
STAKES 04' O.C. —
10' MIN.
EXISTING GRADE
r-- BACKFILL
BURY BOTTOM 6" OF
o i FABRIC
j�
�rq PROPOSED EMBANKMENT
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 Minnes�ta.
Signature
Registration No
/r -- 3-vr_�
Date
SILT FENCE
NOT TO SCALE
SCALE IN FEET
0 20 40 60
10 30
O - DENOTESIRON MONUMENT
BEARINGS ARE ASSUMED DATUM
LEGAL DESCRIPTION OF PARCEL SHOWN:
Lot 4, Block 4, AIRLAKE INDUSTRIAL PARK SECOND
ADDITION, Dakota County, Minnesota, according to
the recorded plat thereof.
NOTES:
1) UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER STATE
ONE CALL AT 454-0002 PRIOR TO EXCAVATION.
2) BENCHMARK – TOP NUT HYDRANT AT SE CORNER OF
LOT 3 ELEV. = 964.51
` I -- SEE SOIL BORING REPORT FOR SOIL
CORRECTION REQUIREMENTS.
1 1/2 " BITUMINOUS WEARING COURSE, Mn/DOT SPEC 2341.
1/2" BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331,
(--- 6" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211
100`o CRUSHED.
L— PLACE ON PREPARED SUBGRADE, Mn/DOT SPEC 2112.
ASPHALT PAVEMENT
SECTION
NOT TO SCALE
LEGEND
HYD. HYDRANT
— ST— STORM SEWER LINE
— W — STORM SEWER LINE
—S — SANITARY LINE
PROPOSED SURFACE WATER FLOW
00 6e,�U PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
i
�v
GRADING/DRAINAGE/UTILITY PLAN _ REVISIONS
7 27-00! PER APPRO DEVELOPMENT
- -- --- -- - _ - - --- - -
PREPARED FOR: 9-27-W PER CITY OF LAKEVILLE COMMENTS
10-03-00! PER CITY OF LAKEVILLE COMMENTS
APPRO Development, Inc +—_-- _ -_-
21535 Cedar Avenue
Lakeville, MN 55044
JACOBSON
ENGINEERS SURVEYORS DELMAR COMPANY
P.O. BOX 541
TEL. 469-4328 LAKEVILLE, MN 55044 FAX 469-4624
PROJ. NO: 200080.21 CHECKED: GDJ SHEET NO.�.
DRAWN: DAL SCALE: AS SHOWN
DATE: 7-19-00 FIELD BOOK: A