HomeMy WebLinkAbout11064 203rd St W203RD STREET W
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PROPOSED wa;; (w.71__ -4 7w - I.
,moa(1E130.5) ,moss 0 b118w 10'0's oe 37. cause
ows >Drainage and utility
20 ',0],A easement per plat
Jp I IWI.Y- bode 1 a
5.45% app is 6J
load ideas f 1030.E 6.B� I mn
1031.28 ev I Proposed ii Prapased in �031.49
Benchmark I Driveway vi Driveway I o enChmark
IWIs 31. 1032.5 1032.5 - 1cna bm. _
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N 9.12 v 23.00 10°+023.00 be 9.12 n
be
h
p o Garage Garage I
I (100 .5 .03 °'sn 0 2.5)
Vda
o stoop da zIW e+eep o
a �- %1W1.0
IW1.0
1c.'r %o mass �5.00 °1'05.001°30.7I o Vacant
Ua
x n/Proposed Proposed r
9.1 as House .House m 9.1
S.O.G. N _
do p ~
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Q' Mo 9.12 +..a 28.00 +W+.1 28.00 031.0 9.12 � O
Z (1031.8),Wz.o (1032.5) o (1032.5) %1W,.e Z
q pans o I paten o (1032.8)
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a.o0m X 1031.enc4
1030.29 (103XZ0) I (1032.0
mark
Benchmark 1Wo.e Co x,Wa.e
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%10]O.a 1039.0 N
x % 102113 oza.a 5 k i lozleperss
I Benchmark x 1.zea %+oz9.e
Bench
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(1027.4) 37.12 37.12 1027x 8)
4 it m270 1027a laces 1027.0 'Me
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x1a2ss WEST x,aRAe 74.24
1.24.
+ass2 (1023.0)
Lot 3
Lot ae= 3781 SF
House area = 1212 SF
Stoop area = 25 SF
Pali. area = 64 SF
Sidewalk a = 71 SF
Driveway area = 474 SF
Total impervious Area xx 184E SF
Impervious Coverage = 48.8%
Lot 4
Lot are. = 3914 SF
House area = 1212 SF
Stoop area = 25 SF
Patio area = 64 SF
Sidewalk area = 71 SF
Driveway area = 514 SF
Total Impervious Area se 1886 SF
Impervious Coverage = 40.2%
• Debate. iron pipe
Denotes service
Denotes telerisron box
■ Denote. electric box
Denotes telephone box
X 000.00 Denotes existing elevation
( 000.00 ) Denotes proposed elevation
y Denotes drainage flow direction
A 0 t 'k
Construction Notes: s lipl e
1. Install rack construction entrance. euuo Denotes proposed retaining wall
2. Install Slit fence as needed for she !on control. designed and built by others.
3. Sidewalks shall drain away from ha use a minimum of 1.0%.
4. Contractor must verify driveway design.
5. Contractor must verify service elevation prior to construction.
6. Add or eve foundation ledge as required.
7. Retainingwalls are conditional; Wall installed if the grade exceeds 3:1.
Wall will not be installed if the grade is 3:1 or less.
General Notes:
1. Grading plan by Aterra Land Services last dated 08-01-2024 was used to
determine proposed elevations shown herein.
2. This survey does not purport to show improvements or encroachments,
except as shown, as surveyed by me or under my direct supervision.
3. Proposed building dimensions shown are for horizontal location of structures
n the lot only. Contact builder prior to construction for approved construction
plans.
4. No specific sails investigation has been performed on this lot by the surveyor.
The suitability of soils to support the specific house proposed is not the
responsibility of the surveyor.
5. This certificate does not purport to show easements other than those shown
n the recorded plot.
6. Bearings shown are based on an assumed datum.
House
el scations (Proposed)
/ As -built
Top Of
Foundation Elea. :(1033.2)
/
Garage
Slab Elev. 0 Door :(1032.5)
/
0�
Scale: 1" = 20'
Benchmark:
We hereby certify to Lennar Corporation that this survey, plan or report Tap Nut Hydrant
d b r under direct L6-7 B3
s prepare y me o my supervision, and that I o Elevation=1034.48
duly licensed Land Surveyor under the laws of the State of Minnesota,
doted 03/26/25.
Signed: 7eer Engineering, P.A. n)031'_
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z)W-t7-zs Aaadkelwave
BY:
syor
MinnesotaeUcense No. 42299 email -ph awkinson Opioneereng. com
PIONE7�7 Lot 3-4. Block 3,
ERBhgLnening',P.& ANTLERS RIDGE Certificate of Survey for:
according to the recorded plat thereof Lennar Corporation
24z28vtenoids Drive Flu : (651) 681-1914 Dakota County, Minnesota 16305 Mendota Heigh+s, MN 55120 Fax:(651)681-9488 Plymouth,
lymoufi MN 5546427N Sup 0
www,unabou'..om Address: 11064 k 11058 203rd Street West, Lakeville, Minnesota Plymou[h,Mry 5544fi<270
House Model: Columbia Elevation: B2 Phone: (952) 249-30001 Fal (952) 404-1909
]Project#:124174009 1 Folder #:8818 1 Drawn by: JAJ JL Buyer. Spec
n Pioneer Eneweerme