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HomeMy WebLinkAbout1395 Orono Lane Revised SetbacksFND IP 1/2" 9 I (-) . 933 2 > _ 933.2 _ 933.3 _ SRNRORMAT >_> E LOCATIO 933 3 933. PER CITY SERV/CE NOF /�_�� 5 933 RECORD SMH _ 93,3,5 LAMS Rim -933.4 ' 933.4 x �x 93,3.5 Inv -925.9 RO _ 06� �9 3.g 933 �TO 9334 _ W° Q 933.6 933.6 1 `I LA �%� �I APPRO > 33. �� x 933.6 I 933.7 1 SAN/ TAR SE L\ATIO- > 933.3 X33 2 _ o fD� 933.7 PER CI\ RVICE OF 93,3 _ 933 �� , 4.C\ �3� x 934.8 T x 934.9 933.7 RECORD PLANS > > `L x 934.2 x ���' i 1" 36 � � �. _ 933�8� / 9 7831 �4 n 2 \ 935.4 \ _ 933.7 _ > 933.7 , F�-5'S� 934. 8 0 �' - T ` 93 _ s\ - _ �3 434-\� 3.s 933.8 WOE- 93 935:2 ✓ 09 5" x 9 1.4 \ I 935.6 _ _ 3.5 933, SII IIS _ 934. �o ��,�,��.g..­61 15" 4 > EXISTING 937.2 �' 94 .90 / -_3 ' o`x J\ 942.3 \AAh� D 8234.9 \ \ _ STRUCTURE 7 938.5/ °� / 9 9 7.5' > f Fi x 943.2 I g"x 933.9 _ WOE= � g� x 94 8 I 4 2 944.2 \ x 943.2 FN P /2�EAN NE > _ 9 943.7 1 _ 94d.1� ; 937,9 x 40�' _ X 10"� 9 �p� I� 1 12" x 94* 942.7 \ 4 1 x 9�7�� SMH 937.2 x !G� / I -�L 13" 4 .5 11 Rim=932.7 / 9 9Aq 942.E I 7 ° I Ci 94!/ 942.5 2' 1 94N.3 Inv=924.4 54 11940.6 94 I x 944.9 \ 7 42.1 41.8 940.8 !4� ' x 944 6 19" 943.1 942\1 GFE= 93 76" J41.2/ 0 9 / I'x 944.5 40 x 944.7 1 x 42.2 d7 a A \ 933.4 / (J x9 l 941.3 °' ( x \ � /J 939.3 7x I 900 5\ 4� 942�� 90" x 944.7 7 x 944.9 Qll \ �93D.4P 2' °� 4 2� x �� 32 EXISTING �\ 9425-9`%2.6 U X� / x944.6 I T, i _ � 9R \ � STRUCTURE FND IP 12" 1 N ���425 g�26 1 X I /1T Q 1 mss* 942.8 „ 1 L_�/ I / x 945.3 S x 939.5 5 / a 94� 89 I x �3" ° / � x 945.31 x 945.2 v _ 94< 6 x x 94 .3 x 943.0 i , v mask I x 945.7 �� 22 � � 934.1 a x 945.6 „ 1 4 xo� n 88 ell_ 951.1 73 I 943 x 945.3 �a� -9' S co 72" - �' '°'� gq6? x x� 2 x 24" lfj --- /o ' `x'x 944.6 °' x 945.9 -9�6-� N 43.6x 943.2 1A / i �6 - 946.9` �` 4.x 941.4 x 946.5 x 946 \ x�4!��� x 46.3 x946.5 x°7.2 J - -94487 946.5 g r 946.2 LO �� 71" I \ .6 x 947.8 J947.A4B -94a. 0_ X94` 947.8 x 947.7 �6 �Q i �x �'N 44.9 'A 946.9 947. 948.2 f i 948.3 948.4 48.4 x 948.3 xx +8,1 \ x 94�x 943.7 NM x945.3 x 94 951.1 �6x 946.3 946.4 x 01 9A6 ?2 947.6 948. 948.3 948.4 948.3 fB, x 948.3 x 948. 9�6 \ N O w 70" 6 6 x 947.5/ x`948.1 6x ' ,-.9 x 948.4 848:5 x � _ 90 tq N Z x��� 45.9 L_U �i 947.2 x �s x 947.4 x��45 949.6 PpFENCE 00N 85 8 r 104 948. �r x 848.0 LOE )�g48.Ox r7 W RET. WALL- x 946.9 9 I 947.8 x J 4 x 948.6 83„ ' x LOE 946. 4$ 948.21 � L 951 G�947.1 6 x x 8/ 948.4 948.6 LAJ 82., 946.3 94,� n*I Cs 944.2 x x�. I 1 x 0 ��' I N 69' �b x 6 0y 948.4 C' 81' 948.2 B� x o 944 I 948.2 948.6 - `948.6 I@' O 6 946.4 x 947.1 947.7 x 948.1 x 948. 944. 9 44.4 \ / FE= LOE fA� a 1/ x x 946.6 67" \ 946.0 948.8 946.7 LOE WO = y x 946.2 94 6 68" x 947.6 x 946.7 I ` o A �N g PO EXISTING >P9 L_�/-I L� 943.6x x `64" ° o LOE HOUSE 1948 L vT l � 943.7 x 1 v I x 946.8 xfB�� I o x 945.0 A946,2 947.7 I aR 943.5 x I 948.0 m LOE WOE= LOE ° \ CY, 9 949.7 7 WOE= x x 947.4 c. 5\ x g 3 \ x 948.4 WOE= 949.7 01 `�-� -- I 61" 6 w 948.9 x 948.7 x 9 8. `gq 2 941,6 / 948.6 948 , 948.8 4$.7 \ 94.4 \ 62"946.0 x 9�8 PAVER IIS I \ 4 X 942.9 \ S 94 . PATIO �tJx 948.5 / x 947.0 944.1 \x 946.1 x 947.2 11 9'� 948.6 937.2 x \ \ \9Qq \ \ x 947 \493 948.5 948.5 948.5 948.5 o� x 937.6 \ \ \ \ 948.4 l�� x 947.7 a \ 93$.7 x 9407E �9Q \ \ 47.4 x C� 5i'- \ \ a 28�- _ co \ x g 6 x 94a \ x 94,7.9 / I x 947. -\ x 942.4 \ l x 94&.-2 x 933.0 3.6 \ � � 94� 3 7� \ g" Ix - - FND IP 1/2 \ . . - , \ \x9445- x 947.f�� 47.1 �) / j x 934.4 8 �O>�9RhEY Lll��.� \ 56" \ 70.01 I 946.8 l \ 936.1 `36� \ \ \ R -945-Z- x 9442 l 51 \3 x 936.9--x'937.6 `��\ \ ( _ �a \ \ 937.6 `\x 940'�� 942.2 x--943-6 I x 946.4 x 932.2 Oo x 9� 4 \ %6� \ _94� 932.5 \ _ \ \ 944.3 X \ 9FND IP 322.0 3/ 52" x 933.4x9 X93 �� x 935.1 \ \ 938.0\ ``\�\ x 943.2 i' \ \ x 44.5 A x9 \ \ \ x 93 .3 \ 39.8 ` 30" _ o \ \ 15-- \9 x 944.6 50 x 932.6 \ x 93 4 \ x 940.1 \ x 42.8 x 932.7 x 932.8 x 933.5 x 9 .I a� x 943.2 \ I 932. � 53 J % x 93 6' -sate,., \ ig 9 9.5 ` x 931.4 H WOE= N 5e j 35.6 \ 31 1 \�. I r-\ _T_ r J I nT A I `fi x 947.8 x 948.7 DESCRIPTION OF PROPERTY SURVEYED Lot 7 & Lot 8, HOMES ON BROWNS BAY, according to the recorded plat thereof, Hennepin County, Minnesota. STANDARD NOTES Site Address: 1395 Orono Lane, Orono, Minnesota, 55391 1) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 2) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) per Flood Insurance Rate Map, Community Panel No. 27053CO308F , effective date of 11/04/2016. 3) Parcel Area Information: Gross Area: 40,206 s.f. +/- - 0.923 acres +/- 4) Benchmark: Elevations are based on Hennepin County Control Point Name: DERUS which has an elevation of: 941.31 feet (NGVD 29). 5) Zoning Information: The current Zoning for the subject property is LR- 1A (One -Family Lakeshore Residential) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(s): 50 feet (Orono Lane) Side: 15 feet Rear: 50 feet Lake: 75 feet (From Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of gross lot area (Tier 1) Accessory Structure Setbacks - Front: 50 feet Side: 15 feet Rear: 75 feet (Lake Side- From Ordinary High Water Line) Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 6) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject we are unaware. Please note that we have not laced a Gopher State One Call for this survey. There may or may not be underground utilities in the property P P Y Y Y �' mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 7) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 8) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 9) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 10) Proposed grades shown adjacent to building foundation refers to top of black dirt. 11) Verify sanitary service invert prior to any concrete work. 20 10 0 10 20 40 I =019 SCALE IN FEET ORI O� 934.1 x 932.4 94 x 932.3 - \ - 00 x X17- "Y/,o 950.4 EXISTING 00 x 32.4 x 932.3925 \x 933.9 �X a 7 \I ,R/,1� HOUSE 951.5 Bearings are based on the Hennepin County x i \ \ -\ \ \ \ SFTeq Coordinate System (NAD 83 - 1986 adj.) 4 I'll, 933.2 _ \ / x 32.5a� \ 936.1 32\ C/f EXISTING 0 x 933.0�'ase�� 70\ _ STRUCTURE 931.7\ \ �2 ' aJ x SURVEY LEGEND \ x 931.8 \ x 939.9 N / 44" x 933 \ 937.5 ��949.7 X 931.6 - / 932 \ FND IP 9 a ' % 932.0 x'9,3.3.8 936.1 W - 0.8' �9 950.1 0 CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION \ 9352 x`F& O IRON PIPE MONUMENT SET � POWER POLE FIFE FIRST FLOOR ELEVATION 0 931 2 1 4 % x 931.5 x 932.3 9�Q x 936 \ • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION 931.0 / � 3 954.9 0 / _ � � DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. o x 93" 9 x 931.2 x 931.0 \ x 832.4 x 93 \' ri `9� X CHISELED "X" MONUMENT SET cs LIFT STATION LOE LOWEST OPENING ELEV. 0 ° 9 47" x 931.1 j 43" \ \ 35„ 36" I 6' x 937.0 X CHISELED "X" MONUMENT FOUND SQ SANITARY MANHOLE p CONCRETE 0 932.0 931.2 / x 930.9 x 931.0 \ /9 x 934 70.01 70.01 # REBAR MONUMENT FOUND ® SANITARY CLEANOUT BITUMINOUS ° 931.345" x 931.1 \ \ P I/2" X 935.9 PK NAIL MONUMENT SET s0 STORM MANHOLE - BUILDING SETBACK LINE L "s .`- °Doo 0930932.1 x / \ x9 934.0\ SURVEY LINL A PK NAIL MONUMENT FOUND (0 STORM DRAIN cTv CABLE TV \o\ 0 0000 X 9 11931.4 9�2 R� I \ Q PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB 000 0 / x 931.6 x 30:9930.6 x 931.1 37.. A SURVEY CONTROL POINT a FLARED END SECTION -960 _ CONTOUR EXISTING °9.3:�.(9_31.3 ❑A A/C UNIT 14, TREE CONIFEROUS 960 CONTOUR PROPOSED f� eD ° GUARD RAIL Ge OF \° o� 0 937.21.5 x x 930.9 x 931.2 \ x 9 -o-o-o-o-o- q0 931. ^ " ❑E ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE q TeR COCq Teo ® 8 © CABLE TV PEDESTAL TREE DECIDUOUS .8 x 9�i3.0 _931.2 x 930 9 39' I x 932 Q ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELC ELECTRIC UNDERGROUND O ELECTRIC METER (DTELEPHONE MANHOLE -X-X- FENCE ,3/20 x� °000'5 9� x 931.1 0 m ELECTRIC OUTLET 0 TELEPHONE PEDESTAL FO FIBER OPTIC UNDERGROUND 31.7_ x 930.8 tf) YARD LIGHT O UTILITY MANHOLE GAS -GAS UNDERGROUND O°o 32.2 93 .5_ x x 930. LIGHT POLE u❑ UTILITY PEDESTAL OHu OVERHEAD UTILITY / 0 0 9R9N�RYN/ON `\ / �0000 ° xT322xg 3.� x931.3 x930.7 FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE 6 FND IP I" SOLID � FIRE DEPT. HOOK UP Q WATERMAIN MANHOLE > SANITARY SEWER Wq T 0 N� 93rD 0.6 943.3 FLAG POLE 0 WATER METER » STORM SEWER LeR Cel %��\ 00000031.7 dpK9312 9x 90989 FP FUEL PUMP � WATER SPIGOT TEL TELEPHONE UNDERGROUND AKS eL o o �4 \93 7 oc I Fr FUEL TANK ® WELL RETAINING WALL 929' F x9� 41 x 929. Pr PROPANE TANK Mw MONITORING WELL UTL UTILITY UNDERGROUND WV�NG�U2g °0 928,6 © GAS METER m CURB STOP I WATERMAIN J CSI GAS VALVE M GATE VALVE ® TRAFFIC SIGNAL ON0GAS MANHOLE '�Y HYDRANT RAILROAD TRACKS �u 91 GENERATOR IT R_v1 IRRIGATION VALVE $ RAILROAD SIGNAL ` y \ ® GUARD POST Eq POST INDICATOR VALVE C~ RAILROAD SWITCH D HAND HOLE = SIGN 0 SATELLITE DISH 0 MAIL BOX se SOIL BORING WETLAND BUFFER SIGN \ TREE CONIFEROUS DISEASED/DAMGED \ TREE DECIDUOUS DISEASED/DAMGED FIELD CREW NO. BY DATE REVISION I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWPA 17-RGE.23-SEC.02 FILE NO. USE (INCLUDING COPYING, DISTRIBUTION, AND/ORCT Land Surveyor under the laws of the State of Minnesota. RS so CERTIFICATE OF SURVEY DM CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS y �� R� Hennepin County DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s 37545-001 EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 9th day of December, 2020. _ 1 SAT H R E-BERGQUIST INC. BRV AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND � / N ' Orono, PREPARED FOR: CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 DLS ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES N w QCO WWW.SATHRE.COM THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY % ��' MINNESOTA TIM HOLLAND DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES Daniel L. Schmidt, PLS Minnesota License No. 26147 'I FRS P VPS 12/03/20 RESULTING FROM ILLEGITIMATE USE. schmidt@sathre.com