4919 Jamie Rose Ct - Site SurveySCALE IN FEET
0 30' 60,
0 1 r1T —z
- S83°17'07„E
O M10
CO m
LO
O
O
h� g63..3tw
O
I �
O��L�rn
0
1
123.3
n
mh�J
6� 975.5 O�
X8197 97(5.9 —�_x_975.1 9.7
2° O (875.1)��/ 70
i C9 p
3:1 MAX. SLOPES Oz /96s, 3i 30.0 1 -{--
RETAINING WALL REQUIRED o / 96� 96s3J 700`
6 /�
0000 7 /
3:1 MAX. SLOPES OR °' o ``'�
RETAINING WALL REQUIRED I f \ /'?0 /
�C� 9 10 (9653 28 ��� 6
9 964 % 0�0 h' 07
INSTALL INLET 'S 9S . '�ok� o
PROTECTION UNTIL 9�===.g26�
FINAL TURF IS FFS 94,3
"+9A��F ti� 9s 0-
ESTABLISHED<v POND �,k94
NWL 944.0 9sr3 F L �+, / 955.8b” �g��+ �o �
HK 946.6 9\�'A�i>� % / L°' o`�e' o, ��<
-<0 l
3, �c N0tK 4Ob 0
�D � �o
t .
ww\\ \91
6808 6810 6811 7 �t
01 /< ✓
6807 . ro
6806 6805
6804
6803
6801
6800
953.3 -'moi
N88041'04"E
REVIEWED FOR
CODE COMPLIANCE
EAGAN
Dave Westermayer
09/09/2022 2:25:50 PM
ENGINEERING
X37
/o
W
A
Denotes set spike
O
-C44,
rn
ZOJ� j .0
/
3:1 MAX. SLOPES Oz /96s, 3i 30.0 1 -{--
RETAINING WALL REQUIRED o / 96� 96s3J 700`
6 /�
0000 7 /
3:1 MAX. SLOPES OR °' o ``'�
RETAINING WALL REQUIRED I f \ /'?0 /
�C� 9 10 (9653 28 ��� 6
9 964 % 0�0 h' 07
INSTALL INLET 'S 9S . '�ok� o
PROTECTION UNTIL 9�===.g26�
FINAL TURF IS FFS 94,3
"+9A��F ti� 9s 0-
ESTABLISHED<v POND �,k94
NWL 944.0 9sr3 F L �+, / 955.8b” �g��+ �o �
HK 946.6 9\�'A�i>� % / L°' o`�e' o, ��<
-<0 l
3, �c N0tK 4Ob 0
�D � �o
t .
ww\\ \91
6808 6810 6811 7 �t
01 /< ✓
6807 . ro
6806 6805
6804
6803
6801
6800
953.3 -'moi
N88041'04"E
REVIEWED FOR
CODE COMPLIANCE
EAGAN
Dave Westermayer
09/09/2022 2:25:50 PM
ENGINEERING
X37
/o
W
A
Denotes set spike
O
Denotes set iron monument
0
Denotes found iron monument
—
Denotes proposed drainage
tc
Denotes top of curb
X900.0
Denotes existing elevation
(930.0)
Denotes proposed elevation
X[900.0]
Denotes as -built elevation
PROPERTY DESCRIPTION
Lot 6, Block 2, WHISPERING WOODS 14TH ADDITION, Dakota County,
Minnesota
PROPERTY ADDRESS
4919 Jamie Rose Court, Eagan, Minnesota
NOTES
1. Bearings are based on the recorded plat.
2. Building dimensions shown are for horizontal and vertical placement of
structure only. See architectural plans for building and foundation
dimensions.
3. No specific soils investigation has been completed on this lot by James
R. Hill, Inc. the suitability of soils to support the specific house proposed
is not the responsibility of James R. Hill, Inc. or the surveyor.
4. No specific title search for existence or non-existence of recorded or
un -recorded easements has been conducted by the surveyor as a part
of this survey. Only easements per the recorded plat are shown.
5. Proposed grades shown were taken from the grading &/or
development plan prepared by James R. Hill, Inc.
6. Grading plan date/revision date: 8/8/2007.
BENCHMARK
Top nut of hydrant located at Lots 4 and 5, Block 2 = 977.14
FLOOR ELEVATIONS
HARD COVER CALCULATIONS
Lot
Proposed
Garage Floor @ Front
= 975.5
Garage Top of Block
= 975.67
House Top of Block
= 975.67
Lowest Floor
= 966.0
HARD COVER CALCULATIONS
Lot
= 27,799 sq. ft.
House/Garage
= 3,032 sq. ft.
Porch
= 94 sq. ft.
Driveway
= 908 sq. ft.
Total Impervious
= 4,034 sq. ft. or 14.5% of lot
SURVEYOR'S CERTIFICATE
REVIEWED FOR
CODE COMPLIANCE
EAGAN
janelson
10/05/2022 1:50:50 PM
BUILDING INSPECTIONS
I hereby certify that this survey, plan or report was prepared by me or under
my direct supervision and that I am a duly Licensed Land Surveyor under the
laws of the State of Minnesota. That this survey does not purport to show all
improvements, easements or encroachments, to the property except as
shown thereon.
Signed this 25th day of August, 2022
Ma us F. Hampton, M 1
C50
= m
�7
z Lno
LU � R
�. > w
J E
J !E
■T COO z
i \ c
cn �
�m
Lu o
- w o -,j-
c=) o
z�cD
LL' oho
V N
� U w
w
Z � o
Z w �
Cl -cc
m
cljLU
�
C::) C/-)
o
C/) c�
z
LLo CD
C: J ==
Eo
LU o v
I-- m S�2 o
C = Y
C �
ULUN �
w
W j o
U
DRAWN BY
TAM
DATE
8/25/2022
REVISIONS
CAD FILE
420783.dwg
PROJECT NO.
420783
SHEET 1 OF 1