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HomeMy WebLinkAbout212-23 REV. Existing - 540 Dover St. NE_07-19-2023 EXISTING CONDITION SURVEY FOR: KRIS SURYADHAY o e0l10 0 10 Zo NORT - R : PSPHA�. .:. . :. �.::. S SCALE IN FEET R � O E .....::..: . ... : .....:....... .:. D : � .. .. LEGEND 0 ...:....:.. Fence W Water Main .,. . :.. .. : .::. ... . SITE BENCHMARK:. SAN M.H.RIM=857.86=`.��.: Sanitary Manhole :.. .... • 857.6 C as Meter .. T.N.H. 861.59 .. ,.... . ... 0 Power Pole : . .6TC . ... .: :. .. � �� ...... :_,.......:..:.,...,.:..,......:...•...........,:..........:.........,.:......:....:........:.. ,.... ..<......,:..,...•:..::..:::: :.:: .:".. 0 Water Sh ut off ti�Y Hydrant "SQUARE I.P.P 1/2857.5 Gate Valve 1.1 SOUTHET X 900 0 Existing Elevat ion 857.8TC 857.E : X 9 TC p of Curb Elevation 857.5,• , . ~. ..'. ....::..... .. .. ...... :::::: ., � J Contour �,. 10" 900 Existing 9 � Found Iron Monument 858.4 +858.2 O Set Iron Monument Inscribed R L S 15230 �z 858 0 0� MEAS' 857.9TC 1 rt5 p 06�l E 858 NZq°ZD' 858.4 A CP CP . X858.5 / `� \ CP 857.9 857:6 O n 858 �\\\\ 3 Q / \ 858.0 .......`. CP rn CP m D mram...... 'F FND.I.P. 1/2"OPEN -, m ?�.::: .:. .... ., 858.. 1.1'WEST 2. \. 5 857 8: 840.9 X 857.6 856.8 X 857.3 .857.2. '.'":. 857.6 , 857.5:CP ss .: T. X 856.3 -)<857.4 856.E - \ 857.8 '2� - 856.1 856.5 857 857.0 X 853.4 CK i 857.1 N v: 856 33- / m. X 841.7 / -857j '... V Z - - �v CT \ 857.0 sh. bA 9 #540 DOVER ST.NE N - FIRST FLOOR=857.7 855.4 GARAGE FLOOR=857.3 +X857A G 857.1 - % i Cn N 857 NX 85z.6 - - vo 122 - O \ 855.4 26a� ' co - - X 856.3 \ /�� / m - 855.5 856.8 3 CP O 842.2 - 8 S� \ 856.5 / t0 - - DSO X 852.7 c%v Q� 1w� / N 856.7:....:: \ /o CP 8S6 12" Q F 856.3+ X 855.5 cp Q � 1 CP \ 12" cp�0 852.2 I +X 856.3 CP CP �� 1 CP cP `Prn X 855.4 CP �s MEAS CP 50 J 3 °250A$ 12" 856.4` FND.I.P. 1/2"OPEN'-N. S14 X855.8 X 843.4 \ 830.0 Ss X 855.3 OD5 � �0 12" X 851.5 ASS \ +855.8 X 845.8 �Sc� GAT .... SS, Gy 8 +855.1 S �A19 aS cP_ \ S \ X 854.7 CP ' 7- -b. 853.8 cP tJ0 Cp0 O � cP 9 -A. \ COPuj �`� a� •gym 855.0 \ 853.8 8 - SHED 854.0 � h CO - 2 - X 854.2 - 1\\\86� e� BUFF N 854.1 854.5 \ \d 8 S� �S 7� 58 MEASO �°�5'03��VV �F� S? � A8 8 � 841.7 S �S 8A � z NSA 011XAe U LOTAREA CALCULATION: w ` o Lot Area =21,872 SF PR0, �� 1 M EXISTING IMPERVIOUS SURFACE: House = 1,251 SF GN l Shed = 138 SF Deck= 162 SF Driveway=986 SF Total =2,537 SF Impervious Surface=11.6% o / GENERAL NOTES: / Existing building dimensions are measured to siding and not building foundation. \\ No title commitment was provided and no research was performed for any easements \\ / not shown on this survey. Location of utilities shown are from observed evidence in the field and/or plans / furnished by others and are considered approximate. Gopher State One Call or a private utility locator should be contacted to locate utilities on site before excavation. JOB NO. SCALE SITE ADDRESS REVISIONS I herebycertify that this survey, y y, plan, or report was prepared by me or under my 1" = 101 S40 Dover St.NE DATE REMARKS direct supervision and that I am a duly registered Land Surveyor under the laws of W. BROWN LAND SURVEYING, INC. 212-23 DRAWN Fridley,MN 55432 the State of Minnesota. PROPERTY DESCRIPTION 07-19-2023 Add 12%grade bluff line. W 8030 OLD CEDAR AVENUE So.,SUITE 228 BOOK/PAGE CME W.BROWN LAND SURVEYING,INC. � ` BLOOMINGTON,MN 55425 REFERENCE Lots 10 thru 12 and Lots 23 thru 27 inclusive,Block L,RIVER VIEW HEIGHTS, p PH:(952)854.4055 186/65 Anoka County,Minnesota.(Property description erAnoka Coun GIS Site) D WBROWNLANDSURVEYING.COM SHEET SITE BENCHMARK DATED: 07-17-2023 14 EMAIL:INFOOWBROWNLANDSURVEYING.COM T.N.H.at the northeast corner of subject property. WOODROW A.BROWN,R.L.S.MN REG 15230 1 of 1 24x36 Elevation=s61.s9.