HomeMy WebLinkAbout2014 Certificate of SurveyCV Fi/ Ri Ti Ti _iFTi V iA i Ti FiI CV Fi SwiURVEY Fi OR
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CHARLES CUDD DE NOVO
Ar
IN LOTS 14 & 15, SUBD. OF LOT 17, NORTHWOOD (956.f)- —_ 247 • 14"MAI
HENNEPIN COUNTY MINNESOTA - - � 14 "
PROPOSED TREE
• PROTECTION \
t• . (959.5) (958.7) / /\ FENCE \
(957.5)
.M
�0 -
0 / (959.7) 22" HACKBEFJ
,�5
SW LINE
LOT 15
CUT CROSS ON BOUL
(956.8)
r 9S8
rox MOST S' LY 95
COR LOT 15
A g5
6Ln
0 20
40
�s
60
S C A L E I N F E E T
HARDCOVER CALCULATIONS :
Lot area = 18,354 Sq. ft.
A (958.8)
n� AVERAGE MNIMIM"\
iO BUILDING SETBACK
LIE
j�
{s oTEMPORA \ \ \
/0000
/ SOIL STORAGEy
w (960.7)
W!T
WELL 9S0
PROPOSED h�
�S
° HOUSE
PORCH PROPOSED TOP OF FOINIDATION=(960.6)
PROPOSED MAN FLOOR -(962.6)
sa O PROPOSED UPPER FLOOR; -(973-.6)
9
EXISTI G
GARAIGE
\ GARAGE
FLOOR-
DPoVEMA
14 gppl� (955.1) S (95)
s.
(959.5)
>>� ��)�
n 956.1) \
RlvfW4Y\ '-rsss3 31 0
Existing garage = 945 sf
Proposed house = 1660 sf
Proposed porch & steps = 286 sf
Proposed driveway = 1201 sf
Proposed walk = 225 sf
Deck & steps = 63 sf
Window wells = 158 sf
EXISTING
HOUSE
`96
FENCE
I,gff° OUND STEEL FENCEPOST
AT SE COR LOT 15
® CO
Ln 0
0
0
Typical sign on silt fence
KEEP OUT
EROSION
CONTROL AREA
NU 11:
Total hardcover = 4538 Sq. ft. CRock
A— Size should be to 2" in size such as MnDOT CA—, or
CA -2 cauree aggregate.
A geotextile fabric may be used under the rock to prevent
migration of the underlying soil into the stone.
4538 / 18,354 x 100 = 24.72%
LEGAL DESCRIPTION OF PREMISES :
Lot 14, and that part of Lot 15, Subdivision of Lot 17 Northwood,
described as commencing at the most southerly corner of Lot 15;
thence northwesterly along the southwest line thereof a distance of
25.00 feet; thence easterly to the southeasterly corner of said
Lot 15; thence westerly to the point of beginning.
• : denotes iron marker found
(908.3) : denotes existing spot elevation, mean sea level datum
910.8 denotes proposed spot elevation, mean sea level datum
— —.917— — - : denotes existing contour line, mean sea level datum
904 . denotes proposed contour line, mean sea level datum
Bearings shown are based upon an assumed datum.
This survey intends to show the boundaries of the above described property,
and the location of an existing garage, driveway, trees, spot elevations, and
topography, and the proposed location of a proposed house thereon. It does not
purport to show any other improvements or encroachments.
Note: All erosion control measures to be installed prior to grading or demolition.
CITY OF MTKA BEACH
5 7014
STEEL OR
ATTACH FILTER WOOD POST \
FABRIC SECURELY F�\
TO UPSTREAM ly
SIDE OF POST
EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT
\ WIRE MESH SUPPORT
10' MAXIMUM SPACING WITH
STEEL OR WOOD WIRE SUPPORT FENCE;
POST 36" HIGH 6' MAXIMUM SPACING WITHOUT
MAXIMUM WIRE SUPPORT FENCE
PONDING HEIGHT PONDING HEIGHT
3/4" MIN.
DRAIN ROCK
FLOW 9" MAX.
OW
FL
�LL, f • � 8
12" MIN. 12" MIN.
J4"x6" TRENCH WITH
COMPACTED BACKFILL
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
NOTES :
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE
PONDING EFFICIENCY.
2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRUBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
SILT FENCE DETAIL
NO SCALE
Ktvl,fUN DATE DESCRIPTION G R O N B E R �.i AND I hereby certify that this survey, plan, or report SCALE
1 6-27-14 PROPOSED HOUSE SHOWN was prepared by me, or under my direct supervision, 1 "=20'
2 7-28-14 REVISONSe � � � � T •A � � �' � � � • and that I am a duly Licensed Land Surveyor under
A 1 the laws of the State of Minnesota. DATE
CONSULTING ENGINEERS, LAND 2-12-14
JOB N0.
SURVEYORS, & SITE PLANNERS
/
445 NORTH WILLOW DRIVE � f JOB N0.
14-049A LONG LAKE, MN. 55356
952-473-4141 Mark S. Gronberg Minnesota License Number 12755 14-049A