HomeMy WebLinkAbout9916 199th StreetBUILDER OR CONTRACTOR TO VERIFY ALL PROPOSED
GRADES AND GRADE THE LOT SO THAT THE SURFACE
WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS
FOR THIS LOT OR ADJOINING LOTS.
ARROWS SHOW DIRECTION OF SURFACE FLOW.
BENCHMARK — TOP NUT HYDRANT ELEV. = 987.96
SPOT ELEVATIONS SHOWN ARE AS —BUILT
AS -BUILT IMPERVIOUS CALCULATIONS FOR PARCEL A
CUSTOM GRADED LOT
AREA OF LOT = 26,607 SQ FT
AREA OF HOUSE/GAR = 4,565 SQ FT
AREA OF DRIVE/WALK = 2,075 SQ FT
IMPERVIOUS AREA = 6,640 SQ FT
PERCENT IMPERVIOUS = 24 96%
HT
lam/ .)^
GRADE AS SHOWN TO K
STORMWATER WITHIN SWALE
AWAY FROM ADJOINING PROP
AS -BUILT IMPERVIOUS CALCULATIONS
FOR PARCEL B
EXISTING SITE (AS -BUILT)
AREA OF LOT = 27,266 SQ FT
AREA OF HOUSE/GAR'S = 2,346 SQ FT
AREA OF AS -BUILT DRIVE = 1085 SQ FT
AREA OF SITE CONCRETE = 50 SQ FT
AREA OF BOAT HOUSE/CONC = 788 SQ FT
IMPERVIOUS AREA = 4,269 SQ FT
PERCENT IMPERVIOUS = 15 6%
SITE ADDRESS
9916 199TH STREET WEST
LAKEVILLE, MN 55044
REVISIONS
11-01-19 FENCE GATE DETAIL
11-11-19 AS -BUILT SURVEY
9-17-20 AS -BUILT SURVEY
7-21-21 AS -BUILT SURVEY
EXIST. 6'
SETBACK
PROPER
STAIRS
TOW=996 1
BOW =992 1
P
ND
RTY
EXIST. 6' HIGH
PRIVACY FENCE
/17
TOW=994 9
BOW =991 8
EX ST. 4' HIGH FENCE AT 1p
7:SETBACK (61' 1
TBACK TO PROP.)
EXIST. 4' HIG
FENCE (20' FR
25' PINE
RNALL/NC
22"HACKBE
OHWL)
TOW=990 7
BOW =987 0
SHORE LINE
6/T
DR/ k-
ENCE A
TBACK FRO
LAKE MARION TOW-9894
BOW =987 6
NORMAL HIGH
WATER LINE EL=983.1
14.85
S 3719'34" E
PROJ. NO:
DRAWN:
CHECKED:
SCALE:
FIELD BOOK:
DATE:
218032
GDJ
GDJ
AS SHOWN
A
4/5/18
10" ASH
99 0:1d. E
6,
12 PI:M
24" \OAK
6O9 364 OAK
00 001 `01$6
2
s`5
rzorow�D , ,, �6�3
HOUSE',
(WALK -OUT)
BASF=002 5
FLAG P
TOW=989 7
BOW =985 5
CONC.
DRIVE
iroS
--999 —
10p0
GARAGE
rn
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 of Minnesota.
Signature: % eeveria—
Print Name: GRANT' L? _Accts.:at
License No: Z 31 B 9
Date: 7/21/2021
-O.H.E.
RELO
DETAIL)
20'SPRUCE!
9
30' OAK cli;)
22 OAK
30
75' SE
P.P.
ED GATE (S: E
ILT DRIVE SLOPE = 9
K FROM NHWL
/ Bl T UMI NOVS
//
ALL ITEMS ARE PROPOSED:
TOP OF FOUNDATION — 1001.2 1003.2
GARAGE FLOOR = 1001.0 1003.0
BASEMENT FLOOR = 992.5 992.5
FINISHED GRADE AT REAR OF
HOUSE (WALKOUT) — 002.0 992.0
FINISHED GRADE AT FRONT
OF HOUSE = 1000.2 1000.8
30
R
\ I 1
1 1' ,J ,
j �LN I MAR
;,H YD R A 4T , it-
1 1, ik
1 < <,
,6' HIGH FENCE T 30
SETBACK (6" SE AC
'ROPERTY)
74. 7�
MAp/f
4' HIGH FENCE AT 75'
SETBACK
JACOBSON
ENGINEERS & SURVEYORS
jacobson®en grsurv.com
(952) 469-4328
21029 HERON WAY
LAKEVILLE, MN 55044
FAX (952) 469-4624
P.P.
TOP NUT
V.= 987.96
ROM
4' HIGH CHAIN
LINK FENCE
1
6
RECEIVED
By Christina Orlowsky at 8:16 am, Jul 23, 2021
0
EXISTING PROPERTY DESCRIPTIONS
PARCEL 1
SCALE IN FEET
20
40
I I
10 30
o - DENOTES IRON MONUMENT
BEARINGS ARE ASSUMED DATUM
60
Lot 27, Block 12, and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Westerly of the following
described line Beginning at a point in the North line of said of said Lot 28, distant 32 75 feet Easterly of the Northwest corner thereof, as measured along said North
line, thence Southerly through a point that is 29 0 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there
terminating
PARCEL 2
Lot 29 and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Easterly of the following described
line Beginning at a point in the North line of said of said Lot 28, distant 32 75 feet Easterly of the Northwest corner thereof, as measured along said North line, thence
Southerly through a point that is 29 0 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating
PROPOSED PROPERTY DESCRIPTIONS
PARCEL A
Lot 27, Block 12, and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Westerly of the following
described line Beginning at a point in the North line of said of said Lot 28, distant 45 72 feet Easterly of the Northwest corner thereof, as measured along said North
line, thence Southerly through a point that is 42 38 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there
terminating
PARCEL B
Lot 29 and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Easterly of the following described
line Beginning at a point in the North line of said of said Lot 28, distant 45 72 feet Easterly of the Northwest corner thereof, as measured along said North line, thence
Southerly through a point that is 42 38 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating
PROPOSED 12' WIDE DRIVE EASEMENT DESCRIPTION
A private drive/access easement over, under, and across that part of Parcel 1, being 12 00 feet wide The centerline of said easement is described as follows
Beginning at a point in the North line of said Parcel 1, distant 78 17 feet Easterly of the Northwest corner of said Parcel 1, as measured along said North line of parcel,
thence S 19°23'05" W a distance of 49 73 feet, thence on a tangential curve concave to the northeast having a radius of 18 86 feet, a length of 27 95 feet, and a
central angle of 84°54'56" to the east line of said Parcel 1, distant 63 44 feet southerly of the northeast corner of said Parcel 1, and said line there terminating
WROUGHT IRON AT
4" ON CENTER
4' HIGH 12" SQUARE
CONCRETE COLUMNS
PREPARED FOR:
Ryan Contracting, Inc.
8700 13th Avenue East
Shakopee, MN 55379
612-282-4330
6' HIGH 12" SQUARE
CONCRETE COLUMNS
12"
14'
-12"
LIGHT FIXTURE ON COLUMN
4' HIGH 12" SQUARE
CONCRETE COLUMNS
FENCE GATE DETAIL
NOT TO SCALE
AS -BUILT
CERTIFICATE OF SURVEY,
ADMIN. SUBDIVISION, AND
SITE GRADING PLAN
4' HIGH CHAIN
LINK FENCE
PROPOSED HOUSE
LAKEVILLE, MN
•
•
SHEET NO.
c-1
Jul. 21, 21
218032-3 ASB