HomeMy WebLinkAbout2003 As-Built 2E
KEMPER & ASSOCIATES
INC.
ASBUILT PLAN OF
LAND SURVEYING *ENGINEERING
FOUNDN1/2" IRON PIPE
R_ES1DLNCL
MARKED RLS 9235
721 OLD HIGHWAY 8 N.W.
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NEW BRIGHTON, MINNESOTA 5511251
1 /�
14, COFFEE' S ADDITION
TO SHADYWOOD
C5
FAX5651-631038805
O S 1 3 AND
0
0
CITY
OF ORONO, HENNEPIN COUNTY,
MINNESOTA
N
00
0
0
0
ADJACiiNT RIJSIDENCE
o
z
1705 CONCORDIA STR ET
0
0
z
o
U
Oi
N
I
rn
NOTE: THE DRAINAGE SWALE IS 1705 CONCORDIA STREET
O
SUFFICIENTLY SIZED TO HANDLE PID # 17-117-23 22 0021
PP
at
THE 100 -YEAR STORM (5.9" IN
24 HOURS) FOR THE DRAINAGE
IIII
II
AREA SERVED
MH
1\43
RIM 935.52
6" DEEP DRAINAGE SWALE
INV 924.95
FOUND 3/4"
��
FILLED WITH 2"-4" ROUNDED SHED o
II IRON PIPE �/
EXISTING & PROPOSED ELEV, 9314 CENTERLINE
SHED
ROCK WITH FABRIC BASE /
SHED
262.3 (R) n
84.00 TO
SET SURVEY MONUMENT
MARKED "KEMPER 18407"
0 10 20
IIII
OF SWALE
m C -i rn o
S 89.24'41" E 267.39\N o
CENTERLINE OF EASEMENT
(PER DOC No. 867984)
EXISTING
& PROPOSED ELEV. 938.6
1 INCH EQUALS 20 FEET
II
15.81 - - -
-_ _ _
- -
_
BASIS FOR BEARINGS:
IIII
z
_ _ _ _ _ 51• _ _ _ - _ - _ -
-
i \ -R
OBSERVATION ONOMIC BY SOLAR
w
SWALE CONTINUES TO LANDSCAPING
BED NEAR LAKE. SWALE FILLED
_ - - o S E
\
1/
z IIII
Y
z
g
WITH 4" OF W00 MULCH
75.°0
10 SID E CK E
- _
I
9 \
-
BASIS FOR ELEVATION:
SANITARY SEWER MANHOLE
1110 FEET NORTH OF THE
mPOST
VER NG 26'
rn
Z '
NTERSECTION OF AL ROADIA
ISTREET AND
O i III
W/ ELEC. OUTLET
o
Q
\
v
\� Y '
/ U932.50
n
INVERT (NORTH)ELEVATION
CITY OF
I
IIII
N Zui
of
` �
/ Ir '
v
ORONO). PER
W II
O1 rn
LAKE o
�
Z o
, z
1
A
STRRECE \\- \\
�' I
APPROXIMATE DRAINAGE AREA z N
FOR PROPOSED SWALE w °i i
0 s
O �'
� o
CONTOUR INTERVAL = 1 FOOT
IIII
a
W
AGE FLOOR ➢
NOTE: NORTH DRAINAGE AREA= w z o
I
AREA SUMMARY
7 00 m
I.- w
- _ ESV 93626
P
3,900 SQ. FT. (CONSISTING OF o _j z
IIII
�,
1
w =
a o
0
TERRACE
936.0
1,402 SQ. FT. OF HARDCOVER ° Y o
AND 2,498 SQ. FT. OF ¢ ¢
PERMEABLE SURFACE) I m W I
I a
LOT 14 TO LAKE =
LOT 13 TO LAKE =
20,236 SQUARE FEET OR 0.4666 ACRES
20,179 SQUARE FEET OR 0.4632 ACRES
��
ELEV•
IIII
V
0 o�
8.85
OVERHANG ^,o 0
�w
107.60 I
r W
TOTAL LOT AREA =
40,415 SQUARE FEET OR 0.9298 ACRES
ORDINARY HIGH WATER (OHW) 929.4 I
E-
P D # 17-11 -23 22 0020
�• 0 26.25
22.35 P _
Q o
J
I
Lu
I O
100 YEAR FLOOD ELEVATION 931.5 9/14/51 II
z
w
K /
L PAIR WAL w
LAKE WATER ELEVATION I
INFORMATION PER MINNEHAHA
Z �+
PARC AREA
ES _, v /
o
N w�
\
I..L
N
W WATERSHED 952-471-0590 II
m V
w
20,326 SQUARE FEET
OR 0.¢666 ACRES
1.80 , OVERHANG
1725 CONCORDIA ST. "I
/ /
ER DR�VeKAY
il"_
FOUND11
FOUND
U OUND
75.00
7.51 x•91 2 STORY FRAME RESIDENCE o / 3�
3.25
t
3/4"
wo
IIII
3/4-
/ /
f IRON PIP
1 BUILDING FOOTPRINT N /
-.1 AREA = 3,606 SQ. FT. Q
101.00 TO CENTERLINE
OF EASEMENT PER DOCS. No. 867985 & 67984
IRON PIPE
r
wr
o /
r R-YLEL
937.66 0
�.
DOCK
26.39
z ELEV-
VEL 3.25
mrn
z
MAN
836.34
/
��/
L.L
w
J
Y o
I U¢
ELEV �
'
O
IIII)
p
m 3
ww
`m 91
6.45 / /
I f
UCL
1
J
IIII
w
�=o�
6
40\ N r
FRONT OF
1725 CONCORDIA ST.
00)
N N OVERHANG
I '
Z
L1
III
M
r w o�
9.72 /
I
0
Q LAKE ELEVATION
o co
a PID # 17-117-23 22 001
CID
9.78 to /
- J / } to
o
I
v
928.27 (8-21-00) III
O 20R179LSQU RE FEET
I
�01
1 j/
I z I
o
m
m
II
y OR 0.4632 ACRES
1p70rn
m /
OVERHANGR ACE o ,U
m
MH
- RIM 943
90
I
II 1V'
m N
2
75.00 ^
_
N /
03I
04O 933
55
NINV
0 Y
�_
II
IIII
0ow
/ /
/
m I
0
0PP
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M
b I
Lu)
9.5' SIDE SETBACK LINEES
I
12.7
258.65 - - -(PER ROLUTION #3788
WROUG T IR.111
- - - - - - - -- - - - -
--
PIP
II
J
WOOD FENCE
I / I I
PP FENCE
1 ^
&29
IIII
I ..
RETAI LNG WALLm
I �11 - W W
N 89.32'42" W 271.39
N
REAR OF 1725 CONCORDIA ST.
II
FOUND 1/2"
o
°0
0
0
260.0 (R} RIM 932.60 118.00 TO CENTERLINE OF EASEMENT °
(PER DOC. NUMBER 867985)MARKED
SET SURVEY MONUMENT
III
U IRON PIPE
~ RLS 12287
z ( }
INV 922.03
ADJACENT RESIDENCE
'�
1755 CONCORDIA STREET
`o
EXISTING &EPROPOSED ELEV. 945.1
o EXISTING &PROPOSED ELEV
932.3
1755 CONCORDIA STREET PID # 17-117-23 22 0018
ADJACENT
GARAGE
�
CIO
�O
NOTE:
FOUND 1/2" IRON
PIPE
CERTIFICATION
N
Q,
S 57'44'00" E 2.85
CORNER DETERMINED TO
I HEREBY CERTIFY THAT THIS PLAN,
NOT BE VALID.
SPECIFICATION OR REPORT WAS
PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM
A DULY LICENSED PROFESSIONAL
LEGEND
ZONING REQUIREMENTS
ENGINEER MINNSo A. LAWS OF THE
LP 0 LAMP POST
�
5a�
ZONED: LRI-C LAKE SHORE RESIDENTIAL
�
PPPOWER POLE
BUILDING SETBACKS:
of
d
`
MH O MANHOLE
-
FRONT - 30 FEET
10 FEET
w
ALFRED , B. KEMPER PE 92,96
,,,,,,������������
DATED THIS AY OF 2003
-
e
r-
SIDE -
GM ❑ GAS METER
FR]
r• �
'
� - ' ` _ �
LAKE (OHW=929.4)' - 75 FEET
EM ❑ ELECTRIC METER
.'
MAXIMUM HEIGHT - 30 FEET
00
LOWEST FLOOR ELEV. NO LESS THAN 932.5
AC FES]AIRCONDITIONING UNIT
V+-
1 2
MINIMUM LOT SIZE - / ACRE
CERTIFICATION
FOUND
I HEREBY CERTIFY THAT THIS PLAN
-E- OVERHEAD UTILITY LINES
y,
100
MINIMUM LOT WIDTH - FEET
1/2" IRON PIPE
SPECIFICATION OR REPORT WAS
MARKED RLS 12755
PREPARED BY ME OR UNDER MY
ROCK -LINED SWALE AT NORTH
R CK- NED SW LE ON NORTH
S DE Of HOUSE OOKING EAST
MULCH -LINED SWALE CONTINUES MULCH -LINED SWALE ENDS AT
ALONG NORTH PROPERTY LINE LANDSCAPING BED NEAR LAKE
LOT COVERAGE - SHALL NOT EXCEED 15%
OF LOT AREA
DIRECT SUPERVISION AND THAT AM
A DULY LICENSED PROFESSIONAL
END OF DRIVEWAY LOOKING WEST
LAND SURVEYOR UNDER THE LAWS
SETBACK INFORMATION
PREPARED FOR:
OF THE STATE OF MI NESOTA. /J
PER CITY OF ORONO
PLANNING DEPT.
MARK LARSON'
----''
CONTACT PERSON: BATTENBERG
KYLE HUNT &PARTNERS, INC.
18324 MINNETON BOULEVARD
CERTIFICATE F
���Y
600
PHONE: 952-249-4600
DEEPHAVEN> MINNESOTA 55391
E
952-476-5999
MAR D. KEMPER PL
CELL 612-369-6135
DATED THIS /� DAY OF 2003
02312 (02312R3.DWG) ADDED DRAINAGE SWALE 7/14/03