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0445 Willow Dr N - 33-118-23-14-0006
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2014 Certificate of Survey
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Last modified
8/22/2023 4:47:52 PM
Creation date
2/11/2020 1:35:50 PM
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0445 Willow Dr N
Document Type
Survey
PIN
3311823140006
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CV Fi/ Ri Ti Ti _iFTi V iA i Ti FiI CV Fi SwiURVEY Fi OR <br />..................... <br />CHARLES CUDD DE NOVO <br />Ar <br />IN LOTS 14 & 15, SUBD. OF LOT 17, NORTHWOOD (956.f)- —_ 247 • 14"MAI <br />HENNEPIN COUNTY MINNESOTA - - � 14 " <br />PROPOSED TREE <br />• PROTECTION \ <br />t• . (959.5) (958.7) / /\ FENCE \ <br />(957.5) <br />.M <br />�0 - <br />0 / (959.7) 22" HACKBEFJ <br />,�5 <br />SW LINE <br />LOT 15 <br />CUT CROSS ON BOUL <br />(956.8) <br />r 9S8 <br />rox MOST S' LY 95 <br />COR LOT 15 <br />A g5 <br />6Ln <br />0 20 <br />40 <br />�s <br />60 <br />S C A L E I N F E E T <br />HARDCOVER CALCULATIONS : <br />Lot area = 18,354 Sq. ft. <br />A (958.8) <br />n� AVERAGE MNIMIM"\ <br />iO BUILDING SETBACK <br />LIE <br />j� <br />{s oTEMPORA \ \ \ <br />/0000 <br />/ SOIL STORAGEy <br />w (960.7) <br />W!T <br />WELL 9S0 <br />PROPOSED h� <br />�S <br />° HOUSE <br />PORCH PROPOSED TOP OF FOINIDATION=(960.6) <br />PROPOSED MAN FLOOR -(962.6) <br />sa O PROPOSED UPPER FLOOR; -(973-.6) <br />9 <br />EXISTI G <br />GARAIGE <br />\ GARAGE <br />FLOOR- <br />DPoVEMA <br />14 gppl� (955.1) S (95) <br />s. <br />(959.5) <br />>>� ��)� <br />n 956.1) \ <br />RlvfW4Y\ '-rsss3 31 0 <br />Existing garage = 945 sf <br />Proposed house = 1660 sf <br />Proposed porch & steps = 286 sf <br />Proposed driveway = 1201 sf <br />Proposed walk = 225 sf <br />Deck & steps = 63 sf <br />Window wells = 158 sf <br />EXISTING <br />HOUSE <br />`96 <br />FENCE <br />I,gff° OUND STEEL FENCEPOST <br />AT SE COR LOT 15 <br />® CO <br />Ln 0 <br />0 <br />0 <br />Typical sign on silt fence <br />KEEP OUT <br />EROSION <br />CONTROL AREA <br />NU 11: <br />Total hardcover = 4538 Sq. ft. CRock <br />A— Size should be to 2" in size such as MnDOT CA—, or <br />CA -2 cauree aggregate. <br />A geotextile fabric may be used under the rock to prevent <br />migration of the underlying soil into the stone. <br />4538 / 18,354 x 100 = 24.72% <br />LEGAL DESCRIPTION OF PREMISES : <br />Lot 14, and that part of Lot 15, Subdivision of Lot 17 Northwood, <br />described as commencing at the most southerly corner of Lot 15; <br />thence northwesterly along the southwest line thereof a distance of <br />25.00 feet; thence easterly to the southeasterly corner of said <br />Lot 15; thence westerly to the point of beginning. <br />• : denotes iron marker found <br />(908.3) : denotes existing spot elevation, mean sea level datum <br />910.8 denotes proposed spot elevation, mean sea level datum <br />— —.917— — - : denotes existing contour line, mean sea level datum <br />904 . denotes proposed contour line, mean sea level datum <br />Bearings shown are based upon an assumed datum. <br />This survey intends to show the boundaries of the above described property, <br />and the location of an existing garage, driveway, trees, spot elevations, and <br />topography, and the proposed location of a proposed house thereon. It does not <br />purport to show any other improvements or encroachments. <br />Note: All erosion control measures to be installed prior to grading or demolition. <br />CITY OF MTKA BEACH <br />5 7014 <br />STEEL OR <br />ATTACH FILTER WOOD POST \ <br />FABRIC SECURELY F�\ <br />TO UPSTREAM ly <br />SIDE OF POST <br />EXTRA STRENGTH FILTER <br />FABRIC NEEDED WITHOUT <br />\ WIRE MESH SUPPORT <br />10' MAXIMUM SPACING WITH <br />STEEL OR WOOD WIRE SUPPORT FENCE; <br />POST 36" HIGH 6' MAXIMUM SPACING WITHOUT <br />MAXIMUM WIRE SUPPORT FENCE <br />PONDING HEIGHT PONDING HEIGHT <br />3/4" MIN. <br />DRAIN ROCK <br />FLOW 9" MAX. <br />OW <br />FL <br />�LL, f • � 8 <br />12" MIN. 12" MIN. <br />J4"x6" TRENCH WITH <br />COMPACTED BACKFILL <br />TRENCH DETAIL INSTALLATION WITHOUT TRENCHING <br />NOTES : <br />1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE <br />PONDING EFFICIENCY. <br />2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE <br />SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. <br />3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT <br />CONTRUBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. <br />SILT FENCE DETAIL <br />NO SCALE <br />Ktvl,fUN DATE DESCRIPTION G R O N B E R �.i AND I hereby certify that this survey, plan, or report SCALE <br />1 6-27-14 PROPOSED HOUSE SHOWN was prepared by me, or under my direct supervision, 1 "=20' <br />2 7-28-14 REVISONSe � � � � T •A � � �' � � � • and that I am a duly Licensed Land Surveyor under <br />A 1 the laws of the State of Minnesota. DATE <br />CONSULTING ENGINEERS, LAND 2-12-14 <br />JOB N0. <br />SURVEYORS, & SITE PLANNERS <br />/ <br />445 NORTH WILLOW DRIVE � f JOB N0. <br />14-049A LONG LAKE, MN. 55356 <br />952-473-4141 Mark S. Gronberg Minnesota License Number 12755 14-049A <br />
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