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FOR: CHARLES CUDD DENOVO
<br />ADDRESS: 3105 CASCO POINT ROAD, ORONO, MN
<br />LEGEND
<br />0 DENOTES IRON MONUMENT SET
<br />(D DENOTES SANITARY SEWER MANHOLE
<br />DENOTES UTILITY POLE
<br />DENOTES IRON MONUMENT FOUND
<br />NOTES
<br />- Bearing's shown are on assumed datum.
<br />- Field survey conducted on October 19th, 2009.
<br />- This survey was prepared without the benefit
<br />of titlework. Easement, appurtenances and
<br />encumbrances may exist in addition to those
<br />shown hereon. This survey is subject to
<br />revision upon receipt of a title insurance
<br />commitment or attorneys title opinion.
<br />- Contractor to verify house dimensions, and
<br />sanitary sewer invert and basement depths.
<br />- Building elevations set by owner.
<br />- Final driveway design to be determined by
<br />PROPOSE,Q ELEVATIONS
<br />GARAGE FLOOR
<br />FIRST FLOOR = 958.0
<br />LOWEST FLOOR = 946.5
<br />011.2 x DENOTES EXISTING ELEVATION. contractor, driveway shown is for graphic
<br />DENOTES CONCRETE purposes only. EASTiNG GARAGE
<br />llcvll�l - Existing house and improvements to be 958.1
<br />�fj DENOTES EXISTING TREE removed prior to construction. 2007
<br />- Proposed house elevations set by owner. 957 959.6
<br />918.0
<br />DENOTES EXISTING CONTOUR
<br />- French ditch and retaining walls to be97. 3.4 57.7
<br />3
<br />(P=) DENOTES PLATTED DISTANCE designed by others. . :
<br />950.6953.1 957,2 957:6 960.0
<br />Q92. DENOTES PROPOSED ELEVATION
<br />DENOTES DIRECTION OF DRAINAGE. 950.2
<br />f5 7.952.3
<br />951.4 956.7
<br />DENOTES PROPOSED SILT FENCE
<br />956 R
<br />DENOTES APPROX. SAN. SEWER LINE FOUND 0.5'
<br />ahw-IRON PIPE 962.5
<br />DENOTES OVERHEAD WIRE 952,71 956.6
<br />956.9
<br />DENOTES EXISTING TREE TO BE R I- M 0 V 950-8 9-56.4 9 59.A 962.4
<br />x DENOTES METAL OFFSET SPIKE 949.8 951.4 953.1
<br />58.7
<br />961
<br />95B.0
<br />9,
<br />Mk4c -m
<br />)94---_8m
<br />qq ---------- r-mk40 M40 569
<br />0)
<br />DGS'nNG USE 1 O
<br />ALKOUT-N
<br />W OUT�q
<br />HO4Z-4 951.8 9:
<br />948.6 956$
<br />I - V1 "W-960.
<br />949.2 0 0
<br />.4 94'30
<br />942\ 8.5 950. 951;0 9626
<br />935.7 41
<br />955.8
<br />942.5
<br />946.7
<br />941.5 945.4 "'515 510 I 951,7 T.Wm9fi3.0,,.
<br />BW -959.0
<br />941.1 941.3 946 lip -0
<br />958.6
<br />932.6 945.7 --- 94B.3 ,067
<br />964.
<br />92&4 ................
<br />934.3 1945.7 947,7 950.1: 950.7
<br />942.6 -1
<br />52.3
<br />611
<br />940.5 0 960.5
<br />MAPLE -18 S9
<br />C L
<br />0
<br />94k \
<br />940.2
<br />946.2 983.4
<br />928.4 .5 ...........
<br />938.0950.4 964,Z
<br />2-5c
<br />942.4
<br />V .
<br />--- �9397� 9* .5
<br />963.8
<br />928.4 952.---
<br />9326 FOUND 0.5" 50 958 9'.
<br />ON PIPE
<br />wz ..
<br />947A V 1 �b
<br />J5
<br />2
<br />(:H -8-8 -4w, �N C',
<br />->r 939.6 0 %- - 9P 1, 6
<br />945.6 - . (D
<br />6101
<br />:0 01. 947.9CSS
<br />960.5
<br />947.0 Cn
<br />938.6 Ul- 946.7958.7
<br />932.0 ?A.
<br />IL BASS -18 -1
<br />944.5 L0
<br />o) 955-7
<br />0
<br />0 8.4 V. 941.6
<br />937.1 LO
<br />6
<br />P 92,9.3 Ch
<br />9c B.7
<br />934.6 -4ED 966.2
<br />- P31.9 1-932 0 E)WNG & 9633
<br />-4 ----- WOOD STEPS I-S�
<br />934.4 971.8
<br />0 93 966.9 973.^.
<br />9) X
<br />-0, 931.9 V;00 -
<br />91I.4 M 97� 972.2
<br />:;.932.0 937.6 EXISTING SHED
<br />A� �OF�
<br />CO \
<br />1 0
<br />is 936.9 934 8 . 1938.0 oto
<br />.
<br />971.6
<br />C) 931,9936.6
<br />7
<br />0 9718Z
<br />0 M 1 1
<br />I- z 0 11 a)
<br />010 1 934
<br />rn 1• 937.0
<br />1 0
<br />t3 -n FOUND JI M
<br />0 > 2 BL
<br />BL
<br />EXISTING HOUSE
<br />U)
<br />--Arn 938.2
<br />EXISTING PROPERTY DESCRIPTION
<br />Tract B, REGISTERED LAND SURVEY NO. 1311,
<br />Hennepin County, Minnesota.
<br />BENCHMARK
<br />Spike in timber retaining wall at 1 Bell
<br />Street. Elevation = 931.67.
<br />968.8
<br />970.4,
<br />972.1
<br />0 20
<br />STING LDaSnNG 'HOUSEJ IN FEET
<br />970.1 1 inch 20 ft.
<br />973.3 0
<br />970.5
<br />........ 71.3
<br />970.3 71.5
<br />965.2 975.6
<br />975.4 0
<br />975.4 973.1 '0
<br />966.1 971,0
<br />971.5 7 -13
<br />972.8
<br />9719 0
<br />975.7 -
<br />16
<br />974.3 ..... . 972.9
<br />967.7 '20" rY 975.6 976.3 97,6.5 974.2 :wA
<br />Yo 0 975.9
<br />974.3
<br />MAPLE -12
<br />974.0
<br />974.5 976.2
<br />90 - 8 linjult'O 9 75,6 FOUND 0.5-
<br />967-7 972.9. us 975.7 IRON PIPE 0
<br />WAY, 975-3 ffl
<br />740 OVD 974.5 972.5
<br />3.2 IR,* O's, 0® 972.5
<br />975.1 PIPE 50�
<br />972�5 yo \975.4 974.8 -;'-'
<br />: P69.9 �1� / le 1 973.8 973.0 972.3
<br />-My, 97
<br />p
<br />/974.9
<br />974.
<br />-4
<br />\-0- 3; (725
<br />972-3
<br />967.5 N 975.� 47�,16 q0 975.8 MB
<br />Q?0SJ,1D to - 9 M.1 9WND I.C)--
<br />:?F 0 .1 1 97 . 974-17- 9 3
<br />PKI 14 75.4 IRON PIPE
<br />gr 75.7 MAPLE -10 1�- 973-2
<br />976.0 -7r ohw- ohw- to
<br />!-4.0
<br />976.2 37 .7 70
<br />968.0 '.-MAPLE--' 975,9 AAPLE-12 974.0 0
<br />973.6
<br />970.6 _ --''oh ,.. 9
<br />974,0Sr
<br />971.6
<br />65.4
<br />2'
<br />7.4 970.3 970.7 914.1
<br />974�5
<br />973.8
<br />Sr
<br />97Z3
<br />j74.6
<br />936.1
<br />I hereby certify that this plan, survey or report was prepared by
<br />me or under my direct supervision and that I am a duly Licensed
<br />Land Surveyor under the lows of the State of Minnesota.
<br />Revised: 12--16-09
<br />Revised: 11-24-09
<br />JOSHUA P. SCHNEIDER Date: 11-20-09 Req. No. 44655
<br />936.8
<br />Cut = ±995 cu. yds.
<br />Fill = ±341 cu. yds.
<br />Net = ±654 cu, yds.
<br />(Net = Yards of fill needed minus cut yards that are on site)
<br />Vwwwl�=Iq-
<br />TOTAL LOT = ±510,625
<br />Impervious Surf Ices:
<br />House = ±2,620 Sq. Ft
<br />Driveway =- ±3,379 Sq. Ft,
<br />Decks = ±248 Sq. Ft.
<br />Retaining Wallis = ±84 Sq. Ft
<br />Sidewalk = ±268 Sq. Ft.
<br />Porches = 318 Sq. Ft.
<br />I ILACIS:
<br />impervious Surface = ±6,9117 sq. ft.
<br />Hard Cover = ±22.6%
<br />AREA CALCULATIONS
<br />OHW-75' SETBACK ZONE:
<br />Lot i,Tea = ±4,995 Sq. Ft.
<br />!a-Opervious Surfaces:
<br />Wood Steps = ±35 Sq. Ft.
<br />Retaining Wall = ±93 Sq. Ft.
<br />Totals:
<br />Impervious Surface = ±128 Sq. Ft.
<br />Hard Cover = ±2.5%
<br />,_9\Land Projects 2008\09395bs-RLS 1311\dwg\09395bs-,proposeci.ciwg 12/16/2009 &47tD7 AM CST
<br />AREA CALCULATIONS
<br />75' SETBACK -250' ZONE:
<br />Lot Area = ±12,937 Sq. Ft.
<br />Impervious Surfaces:
<br />House = ±1,982 Sq. Ft.
<br />Driveway = ±229 Sq. Ft.
<br />Deck = ±248 Sq. Ft.
<br />Retaining Walls = ±49 Sq. Ft.
<br />Sidewalk = ±268 Sq. Ft.
<br />Porches T ±318 Sq. Ft.
<br />Totals:
<br />Impervious Surface = ±3,094 Sq. Ft,
<br />Hard Cover = ±23.971,.'
<br />974.9
<br />975.0
<br />"Cook
<br />974.2
<br />City Of Orono
<br />Planning & Zoning Plan
<br />Site Plan Review Date WO
<br />APPROVED
<br />13 PRO ED WITH REVISIONS (see notes)
<br />E3 DENIE
<br />Staff: ojb�-
<br />AREA CALCULATIONS
<br />250' ZONE AND ABOVE:
<br />Lot Area = ±12,693 Sq. Ft.
<br />impervio,.s Surfaces:
<br />House = ±638 Sq. Ft.
<br />Driveway =-- ±3,144 Sq. Ft.
<br />Retaining Walls = ±35 Sq. Ft.
<br />Totals:
<br />impervious Surface = ±3,817 Sq, Fl-,
<br />Hard Cover = 30.0%
<br />974.8
<br />974.7
<br />974.8
<br />� 974.8
<br />974, �
<br />971.0
<br />975.4
<br />975.9
<br />977.1
<br />977.1
<br />977.3
<br />970.1
<br />970.2
<br />CRE LAND SURVEYING::...
<br />Ham Lake, MN 553 91
<br />763-238-6278 js.acrelan sury vgmail.con-)
<br />JOB#09395BS 10 11 12 13 -- 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 -0
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