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HomeMy WebLinkAboutCOS-190 Orono Orchard Road - 083016 -3................ ................... 1 . . . . . . . . . . . GFE= \ / . . . .967.0. . ........... ........... I Existing 963.8 To Be Filled One Foot (Proposed 964.8) FND IP I" PINCH 67.5 ' g60- S89051'02"W 539.00 � 9� �� \� _ � \ �- �4I 6� � \ \ Silt -Fence ropose �� -��-7' y, I _J._ ���COT 1 � I- (0962.130 2 955.0 �,� ET 1-11 os #11.6 I OS #2 I )A / / 965.61 r , 0 960.15 I) /Q V -\ (o1 \ 95 /CD - \ � rn I 1 rn 60 � II � I I I -------t\__ \ _ ILD14 SETBACKI _Cant - 'OAK I6" 1 + \�\\ u LLJ \------- co I 1 53.0 � X X(95") \\ 956ELM. ELM 12" II - -_ 1 00 968.8 t I S957.8 WET 1-10 �l - op ___ O � r �� Proposed riveway y � TOF= � \\\ Pr�posed House @\ �7.6% __ \7.4% ®� (IN FIE (969.0) II_7 _ WETv4-9 7 F \ ' 2.0 `g �v TFpN (969.1) M - - s \ \ I moo' I O o 66 \� FFE-\(970.8) I- a \ �1 BFE (60.1) \ \ \ \ / z i L0 CL o caoo `o 1p \� 061 �I \ 3 \ WET 1-7 \ Q ?.off \ 2.0% \ a- 2.0 _ �, Xg6 1 \ \ WETLAND \ �� BUILDIN SETBACK 7 E \ "' - �' ���' TYPE MANAGE 1 00 I 0 2.0 OYN ` I x��o 0 ASH \ I 1 � \ 1 960.1 1 I\ e959.4 0"I 01 1 �00 r WOE= / \ s 1 / coo/ �o CO ap ed Oryx I 1 FFE= 1 rn \ ° I _ I \ \ eko \ 1968 974.8 8.7 Ca 915.1 \\--- 1� � \ WET -6 \ \ E, 9�---- \ 66.6) I W I 116, `�1\ \f x 9� 24„ \ II \ ((967.0) / 1 I ai 1 \� , \ I TR ELEV 5-5-& \ o p� i O I � 2� \�` 957.56.16.1 2.0 /0 6 l0 S 9Ro 1 \ a - -r �J �9 # 1 1 No i 99.0) Box 10" Er 1-5 \ 9 / 72 \ �I ,p , 956.5' !�96, \ \ \\ \ ap I In . I I OS 3 1 rr? \ Xg \ �J. N �.I1 96543 �I 6 BOX 8' WET I- _'9 -4 \ Q �0 1 �X(965.a� 2� �9 vvA k 3 �, ,..I. b 1 1 ay.� xc5 ) u� \ 6' 9' ; I� I . I s62 ss 1 \ �\ -Proposed Silt Fence 56 65 FQ 11� 1/2" PIN�FT , , 58.5) / 12" 3 �6 7p,`90 fid'%� 971.7 I I .... \x56.7 \ ?og 1 -� 6S89°02'30"E/ 498.1 ... . \ �6„.7s5� 0� 97}g .. \ T 1-2 1 PIN q _� Xg6 \_ A \ 968 I / BOX 22 J Jc-� -- 962.2 \ X66 �I J \ X61 L \ o-�P1N 6_' 6' co _ _ _ - 102 `_ - - \ - - x SAN. SERVICE- �;l - _Rock Berm- � � ���y8'' HDPE PERC CITY CORDED PLANS/ z En 5\ �- - � i / WOOD ILL AVENUE \ \ Existing �° � � � t < < � � < < < < driveway g� 9 / \ for 131 _ \ \ \ Woodhill `Ave. / g6 41- BITUMINOUS 421 / \ FNIP 202 7725A 1 I n T /� = > 1 1 9 n 3 7 I Lot 48, ORONO ORCHARDS, according to the recorded plat thereof, Hennepin County, Minnesota STANDARD NOTES 1) Site Address: 190 Orono Orchard Road, Orono, MN 55391 2) Flood Zone Information: This property appears to lie in Zone X (Areas outside the 1 -percent annual chance floodplain, areas of 1% annual chance sheet flow flooding where average depths are less than 1 foot, areas of 1% annual chance stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 1% annual chance flood by levees. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. ) per Flood Insurance Rate Map, Community Panel No. 27053CO306E, effective date of September 2, 2004. 3) Parcel Area Information: Gross: 67,253 sq. ft. - 1.544 acres 4) Site Elevation: Elevations are based on MN/DOT Geodetic Station Name: 11336 (ELWELL MNDT) which has an elevation of: 980.175 feet (NGVD29). 5) Zoning Information: The current Zoning for the subject property is RR -1B (One Family Rural Residential) per the City of Orono's zoning map dated March 2011. Principal Structure Setbacks - Front: 50 feet (Road) Side: 50 feet Rear: 30 feet Hardcover Tier: Exempt Please note that the general restrictions for the subject property may have been amended through a city process. We could be unaware of such amendments if they are not in a recorded document provided to us. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. 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 property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. Offset Irons (elevations are to the top of pipe) Foundation Asbuilt OS #1= 965.61 OS #2= 960.15 Top of Foundation Elevation = 968.8 Feet OS #4= 972.41 OS #3= 965.43 Basement Floor - Walkout = 960.1 Feet PROPOSED ELEVATIONS Garage Elevation = 969.0 Feet Top of Foundation Elevation = 969.1 Feet Main Floor Elevation = 970.8 Feet Basement Floor - Walkout = 960.1 Feet Basement Calculation (Per Discussina with Melanie 12-28-151 Total Perimeter at or Under Existing Contour 964.8 = 99.0 Lin.Ft. Total Perimeter Over Existing Contour 964.8 = 113.0 Lin.Ft. Total Perimeter = 212.0 Lin.Ft. Total Percentage Below Existing Contour 964.8 = 46.7% Key to Survey Hardcover Item (Describe) Length x Width Total (Square Feet) (Example) (Garage) (24'x 30') (720 S. F.) CONCRETE A House Misc 1,947 S.F. B Garage Misc 755 S. F. C Front Porch 9'x29.5' 250 S. F. D Back Covered Porch 14'x17' 247 S. F. E Deck 14'x12' 156 S. F. F Driveway Misc 2,921 S. F. (1) Total Proposed Hardcover N 6,276 S. F. Excludable Hardcover (See City Code Sec 78-1684): E T Deck -- 100 S. F. (2) Total Excludable Hardcover 100 S. F. (3) Net Proposed Hardcover [Subtract line (2) from line (1)] S 6176 S. F. (4) Total Lot Area 67253 S. F. Proposed Hardcover Percentage [(3)+(4)] 9.18% ItL LL � ALL �[L �IL �[L �hl _\�L NO RIS Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 CTv CABLE TV ��RS c;� -_ % ' CONCRETE CURB F° CONCRETE -960_ CONTOUR EXISTING 960 CONTOUR PROPOSED DT Vr ELC ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND CAS- O oHu OVERHEAD UTILITY RAILROAD TRACKS v� �. SANITARY SEWER C STORM SEWER TEL e. UTL N N WATERMAIN -- O n - i` S l � C � 1 j �' M __ A A A L uL \ d- \� " WAYZATA P E �� v O 1 o LO O °O _ J O z LL � ALL �[L �IL �[L �hl _\�L NO RIS Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 �111L �11L ydk flu �dL !FND IP 112" PANCH 956.5 I CDI I I Q0 1 - - - - BITUMINOUS FNDPK NAIL 958.0 1 1 1 I 1 BITUMINOUS 1 I I I I CAST IRON MONUMENT ® CATCH BASIN a FLARED END SECTION N GATE VALVE < GUY WIRE '0� HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND 0 SURVEY CONTROL POINT �\ LIGHT POLE 71) POWER POLE SANITARY MANHOLE SANITARY CLEANOUT r SIGN ■972.5 GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE b YARD LIGHT X TREES TO BE REMOVED SURVEY LEGEND ❑A A/C UNIT IT] CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE O ELECTRIC METER © GAS METER © GAS VALVE °- GUARD RAIL ❑H HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS O TELEPHONE MANHOLE ❑D TELEPHONE PEDESTAL cr_- TRAFFIC SIGNAL @U UTILITY MANHOLE ❑U UTILITY PEDESTAL 0 WELL PROPOSED CONIFEROUS TREE PROPOSED DECIDUOUS TREE BITUMINOUS CTv CABLE TV ��RS c;� -_ % ' CONCRETE CURB F° CONCRETE -960_ CONTOUR EXISTING 960 CONTOUR PROPOSED DT Vr ELC ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND CAS- v ,r 1 oHu OVERHEAD UTILITY RAILROAD TRACKS v� �. SANITARY SEWER C STORM SEWER TEL e. UTL N N WATERMAIN -- T O - i` S l � C � 1 j �' M __ A A A L \ d- \� " WAYZATA P E �� v �111L �11L ydk flu �dL !FND IP 112" PANCH 956.5 I CDI I I Q0 1 - - - - BITUMINOUS FNDPK NAIL 958.0 1 1 1 I 1 BITUMINOUS 1 I I I I CAST IRON MONUMENT ® CATCH BASIN a FLARED END SECTION N GATE VALVE < GUY WIRE '0� HYDRANT O SURVEY MONUMENT SET • SURVEY MONUMENT FOUND 0 SURVEY CONTROL POINT �\ LIGHT POLE 71) POWER POLE SANITARY MANHOLE SANITARY CLEANOUT r SIGN ■972.5 GROUND ELEVATION 0 STORM DRAIN sT STORM MANHOLE b YARD LIGHT X TREES TO BE REMOVED SURVEY LEGEND ❑A A/C UNIT IT] CABLE TV PEDESTAL ❑E ELECTRIC TRANSFORMER OE ELECTRIC MANHOLE O ELECTRIC METER © GAS METER © GAS VALVE °- GUARD RAIL ❑H HAND HOLE SOIL BORING TREE CONIFEROUS TREE DECIDUOUS O TELEPHONE MANHOLE ❑D TELEPHONE PEDESTAL cr_- TRAFFIC SIGNAL @U UTILITY MANHOLE ❑U UTILITY PEDESTAL 0 WELL PROPOSED CONIFEROUS TREE PROPOSED DECIDUOUS TREE BITUMINOUS CTv CABLE TV ��RS c;� -_ % ' CONCRETE CURB F° CONCRETE -960_ CONTOUR EXISTING 960 CONTOUR PROPOSED DT DRAIN TILE ELC ELECTRIC UNDERGROUND -X-X- FENCE Fo FIBER OPTIC UNDERGROUND CAS- GAS UNDERGROUND oHu OVERHEAD UTILITY RAILROAD TRACKS > SANITARY SEWER STORM SEWER TEL TELEPHONE UNDERGROUND UTL UTILITY UNDERGROUND WATERMAIN FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. I hereby certify that this survey, plan or report was prepared by me or under my dire t supervisio and that I am a duly Licensed Land Surveyor under the laws f the State innesota. Dated this 11t� ay of May, 01 ll� C ��RS c;� -_ % ' s0,�1' _ Fo \ N SAT H R E- 6 E RG Q U I ST , INC. TWP.117 - RGE.23 - SEC.02 Certificate of Survey PREPARED FOR: John Brunello FILE NO. 40995-005 LAKE 4 EMW 10/21/2015 Revised Proposed House HENNEPIN COUNTY DRAWN 5 EMW 10/29/2015 Revised Footprint PROJECT CITY: DBP 6 BRV 11/10/2015 Added Window Well ORONO MINNESOTA CHECKED 7 DZB 12/14/2015 Staked House in Field m ,, , N 'F c4h'S - 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CO �� P� DBP 8 EMW 12/28/2015 Revised elevations, perimeter DATE 9 EMW 1/5/2016 Foundation Asbuilt David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com 05/11/15 11 DBP 8/30/2016 Revised Driveway - Location/Width