HomeMy WebLinkAbout2010 Site Plan ReviewRECEIVED
JUN 1 1 2010
CITY OF ORONO
KEVIN SHUL TZ
Property Address: 3980 Cherry Avenue, Orono, MN
P.I.D. No. 08-117-23-33-0026
Benchmark: Top rim of manhole at intersection
of Cherry Ave. & North Arm Drive.
Elevation = 970.61 N.G.V.D. 1929
Established in 1962
LOT SURVEYS COMPANY, INC.
LAND SURVEYORS
---xx--- DENOTES PROPOSED SILT FENCE
RETAINING WALL HEIGHT ABOVE GRADE TO BE A MAX. OF 4 FEET. AS PER THIS PLAN.
- GRADING LIMITS ARE DEFINED BY PROPOSED CONTOURS.
- ALL AREAS WITHIN GRADING LIMITS SHALL BE SPRING TOOTH TILLED TO A
UNIFORM DEPTH OF 10 INCHES, FINISH GRADED AND SODDED AS PART OF THE
LANDSCAPE INSTALLATION.
- GRADING LIMITS SHALL BE DEFINED ON SITE BY A SILT FENCE INSTALLATION TO
CODE OR SPECIFIC REQUIRMENTS AS DEFINED BY THE CITY OF ORONO. TYPICAL
INSTALLATION, STATIC SLICING METHOD, SEE DETAIL.
PERMANENT EROSION AND SEDIMENT CONTROL PLAN:
ALL AREAS WITHIN GRADING LIMITS SHALL AS NECESSARY HAVE EXISTING TOPSOIL
REMOVED AND STOCKPILED ON SITE. FINAL GRADE SHALL INCORPORATE EXISTING
STOCK PILED TOPSOIL AND ADDITIONAL TOPSOIL AND ADDITIONAL TOPSOIL AS
NEEDED TO PROVIDE A MINIMIUN TOPSOIL DEPTH OF 4 INCHES OVER THE ENTIRE
GRADED AREA.
ALL AREAS WITHIN THE GRADING LIMITS OUTSIDE OF LANDSCAPED AREAS SHALL BE
SODDED. ALL LANDSCAPED AREAS SHALL HAVE EDGING AND DECORATIVE STONE OR
CYPRESS MULICH.
REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA
7601 73rd Avenue North 763-560-3093
Fax No. 560-3522
Minneapolis, Minnesota 55428
��UruPuors Terftf iratr
W \
DETAIL NORTH LINE
cno scale
CD
U)N86°58'47"E 115.12
S89 °04'02"E `; N
34.70 - w
Basis of bearings
is assumed
Type of Building
Fullbasement Walkout
Note: Garage dropped
6 inches
Denotes Existing Elevation
W
L" c)
O
0
Proposed Top of Block
Q
ZI
Z�
Proposed Lowest Floor
O�tnO
ZU�sZ
Proposed Lowest Opening
W�
- - '- -
Denotes Existing Contour
/Z.
Basis of bearings
is assumed
Type of Building
Fullbasement Walkout
Note: Garage dropped
6 inches
M31A ),Ve �ViS)\�10
INVOICE NO. 78326
F.B.NO. 1046-61
SCALE: 1 " = 20'
O Denotes Iron Monument
• Denotes Iron Monument Found
x000.0
Denotes Existing Elevation
W
\
Denotes Surface Drainage
0
Proposed Top of Block
Q
I
Z�
Proposed Lowest Floor
O�tnO
ZU�sZ
Proposed Lowest Opening
�
CO
- - '- -
Denotes Existing Contour
/Z.
Denotes Proposed Contour
P) o
: •....
113.52 ......
ZZ
m
S86 °58'47"W
30.14 .........
S 89004'02" E
O j
C
DETAIL SOUTH LINE c
\ no scale Z
/
M31A ),Ve �ViS)\�10
INVOICE NO. 78326
F.B.NO. 1046-61
SCALE: 1 " = 20'
O Denotes Iron Monument
• Denotes Iron Monument Found
x000.0
Denotes Existing Elevation
000.0
Denotes Proposed Elevation
Denotes Surface Drainage
973.5
Proposed Top of Block
972.5
Proposed Garage Floor
965.7
Proposed Lowest Floor
965.7
Proposed Lowest Opening
- - '- -
Denotes Existing Contour
/Z.
Denotes Proposed Contour
Silt fence
I I stapled to lath
N I SILT FENCE DETAIL I
not to scale
GRADED AREA II EX. GRADE
1 6"
i I
�,__Post spacing
House4 ft. Typ.
I I
93�.0
917.8 t \\ I
t
972.29 i I
I
d e c k\I
NORTH L INE OF THE SOUTH I 't �l \� Garage
' - 7 I 824. FEET OF GOVT1\
. LOT 5 I
N 11 \
7 ILL] � f � 973.3 I----�--------- + +
- I 1 I
E I r' 0 I I 'y rr 934.2 984.6
� d- _ _ � _ shedO'� 975.0 '� ' bOu�ers r rr
I 'SEE DETAILS - o ` _ _ _ - - - C) 00 000 ` bo - 0b 1
--- 763 O , --- measured
0 1 I \ Z? -o. - - - - - - - OO�OQCE6 S O f i rs 39 -7-1 e e d 57.
0 ' S 89904`90 (n_ 0 90 , 974.9 _ 1 -98
_ _
~ - _
~ U
r�-40e.,.. pit
��� 3 ------- �� i1'3�G~~976.2?'-
- 34 70 -- -----6°58'4 _ , ,off _ ~-
mhrlm6--- : O \
97
972.03 + mh lry✓_9
do
h9le 11
y ..
i \ \
T.
' I ' 1 c minir um
- - power pole' I x ro
1 r� G _ . - t � Z 965.0 963.0
---�-�-- 1 -i ; + IInv UW fill basin to 965.0
catch basin 972. 1 ` 966.59 �� c9 1� O
` l Z sl ego - �
1 ✓bf134 I Cho i `�./_�fn kIT
I -- -`_
cb Inv
D70.44 1 \\ �`� I p /,. \` bttm `` eQefa Sioh �~
1 \ X \ top
wa!/ gssO 9660 wall oolro/ �O O ~ _ 9
LLj
`Ah"'-6ffm ~ G eco, p _ -- U ~ _
s:."' > L2\ Ci S- - 965. ropo \ to
`' .� I c0 96 tF, coo spa �N \� _ d// wall L �I _
ry� o '+ \\ �. \ Q wall- 966.Q 14 \� 966.0 O� Q O 967.3
L.L Z \ l� m'' - - - screed �T x964.3
I Q o +t N\ ` . Z 968 y �" perch ; emer 964.0 r W O
Co
a _ - `bftm 6'� 965.2 overflow bttm
Of
°sign y O I 966. _ _ _ _ _co top 965.2 wall x 64.2 _ wall - \ '' 965.0 tOp
Zi 968.
62 -- -
wal
? Down spout' .- bttm'_
' Q % \ `� oo irection wall .963 8 96
o 1rhailbox_;f(owd 6+ p .O �- _ _ _ ' 972Y �� 5 feet minimum to wall ~ ~ ~ ~
j oO I W top wall o
I I+ 2 �. A �..... .%w 969.0 m S�
F- \ PROPOSED ----_-
z Q ~ t ' .� � concre e� RESIDENCF „� co 964-
I stoop ~
972.28 rr...J ` -- v� o ��- 963. p
z 25'0 ' cv = 24 0 ° - - - O
\ cv �+ ' 12' ' 12"cant.- 969, z 963.3
0'24'0'-Y + ' top
o - y 973. a wal o
E i- - -`- 3 4 I douvn 972. , „ �+ ++ don
? 9j �� spout �'� o vbaik spouto, F
I o �t h,alk i a� 0 962.4
t
0 11 m
1 ' v
0 0 �
g6S g6�• rn�� g64 •�
X09 o �~
i 12"cmp
960.21
t -
dee 1\ meas
mailbox',\
f 3
I power pole2„amp
-�r--- yr--- F"58'47"W 1..13 52 Inv
_ 40, r
- w-- 60.21
3' -14 fi;'S861 i w r r
X =- - 966.35 1 sewer sery
I sign / S 89°0"4'D," E /� o r- nous ' location per '� \ e�� r
° /� °sign edge of bituml plans mh rlff4=
/ 969. 15 0 C 'i (`leld verify) t M IIrIv hole
SOUTH LINE OF THE NORTH 150 -� � 970.67 i / a Ir CHEWY AVENUE +, '� 949.95
FEET OF THE SOUTH 824. 7 FEET �� SEE DETAIL Z 1 +
OF GOVT. LOT 5 manhole i +
I ® mh rim ' ���
970.61 of Orono,
I mh inv '
955.33 , Mannino&
Zoning Plan Revi
I mh inv
958 y� Si Plan Review Date:
I AP ROVED
Legal description from Hennepin County tax records: ❑ R ED WITH REVISIONS (see notes)
I 1 The west 115.00 feet of Lots 10, 11 and 12, Block 5, CRYSTAL BAY VIEW. Also the ❑ DENI
North 150 feet of the South 824.7 feet of that part of Government Lot 5 in Section Staff:
7, Township 117, Range 23 lying East of the center of County Road No. 151.
Except Road.
Proposed building information must be checked with approved building
plan before excavation and construction. HARDCOVER CALCULATIONS
The only easements shown are from plats of record or information Area of Building = 3299 sq.ft
provided by client. Area of front porch = 48 sq. ft
We hereby certify that this is a true and correct representation of Area of Drive & Walk = 1020 sq. ft
a survey of the boundaries of the above described land and the Area of prop retaining walls = 75 sq. ft
location of all buildings and visible encroachments, if any, from or on Total Hardcover = 4442 sq.. ft
said land. Signed
Area of Parcel = 22012 sq. ft
Surveyed by us this 9th day November of 2009. Percentage of Hardcover _ 20.2% Gregory R. Prasch, Minn. Reg. No.24992
revised 12-10-09 house size Percentage of Lot covered tV house area = 15.0%
revised 4-02-10 Eng. comments revised 5-5-10 revised 6-9-10 '79?0