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HomeMy WebLinkAbout2017 Foundation As-built995.9 o I X COCO 97.0 O 1d) O O �^ - N� � I L_v o 1 v X 10OL2 \ - 1Q02.0 x 1001.3 \ ° / x IOQDfr x 1002.0 x 1000.6 `x 1000.0 x 992.5 x 999.2 \ x 995.0 I� x 998.3 J97/8 x 990.2 X IQ02.1 S83°08'22" x 989.4 Q X IOOF.B !� �� x 1000.9 3. )X 1002.7 _ - o.� E 371.78 \ Q 1001.2 / x 992.? I (1QQ x 1001.6 -- \ I x 1003.4 x 999.2 1398.1 1 7x995.0_, 2.45991 3 --- ---�- CD .J.x \ C \_ ask ask 003 �.---'ga x 1003.2 _aW_ftX- I xaool.s I ----4004-----4004-�ask asm -- - / fwa I ,s' aw .-__.._. -- _ X 1004.3 50- I .•'� \19� ' tx 995.0 x 993.1 � d y 1004 x \ x 1001.1 '- � _- - - - - - - -- x \ o 1000.1 x ask x 99 8 4 9c \ - j C x 992.4 /may �G4.46 0,Ou \ \ \ T s ONSERV C,\ 9 2.4 i U 0 ` 0��x 1004.2 x 1004.8 () is ', Eq SEM A%ION l x��2� \ W ENT ----�. 0 9 � \ \00 ok 1008 ui� iyy� 00100?_. 3 0 o Oo g \ L(j L �� - Tiy (OSS D o o 994.4 O 7 x1005.4 PROPOSED 1--_ 405„5;0 ° ° i F 9- oo \ \ / x 991.0 O �? RET. WAL -1- _ 2)0 . fU-4N ( 1 >c 1 \ ° 8�� I, _PROPOSED' x.. 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(51 \ `\ # x 994.5 / 1\�� 0 /l3 \ f x 996.1 l --- - / 0029 \999. _ 0 I o x 997.6 I - ---tom 9J' 9 -1117.0 / \ - ---- i \ I x 995.1 � x � l x 994.3 0 � x 993.6 \ -- 1000.0 ' '` - - --- -- -- \ * 997.5 O 999 --.1 998.4 1004 995.8 F 02.2E 25684 N 89°49' 24"E 26.37 s9�9 \ 0 994.5 \� s x 993.3 995.7 / x 986.2 V ' \ \\ x 995.2 �0) / '003 x/ / T/994. 1003 999.701 N FND IP 25684- - / 911.8 ---- - - ---9F 0 - - ' \ \ 993 Z - --x 9 3.0 o- 20) X 995.9 FIELD CREW NO. BY DATE REVISION SR 1 BRV 4/13/2017 CONSERVATION SIGNS ADDED DRAWN 2 SDR 5/19/2017 FOUNDATION AS -BUILT BRV CHECKED DBP DATE 03/22/17 1 1_ 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 AUTH021ZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALLfHEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RETONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LE(ALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. rn 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 Land Surveyor under the laws of the State of Minnesota. Dated this 29th day of March 2017. A -Lb David B. Pemberton, PLS Minnesota License No. 40344 N820 /4'04 68.13 I /1T L_V I S� S PLP�� FND IP 25684 996.189 x 995.7 /988.7 D IP 25684 990057 1114 x 989.2 x 991.3 x 992.3 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM X gC_ DESCRIPTION OF PROPERTY SURVEYED Lot 9, Block 1, LAYEVIEW OF ORONO, according to the recorded plat thereof, Hennepin County, Minnesota 111 Site Address: 4730 Augusta Street, Orono, Minnesota, 55364 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. 27053CO284F, effective date of November 4th, 2016. 2 y Parcel Area Information: Gross Area: 89,057 s.f. - 2.04 acres '1 Benchmark: Elevations are based on MN/DOT Geodetic Station Name: Y 117 RESET which has an elevation of. 1013.666 feet (NAVD88), 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. The setback, height, and floor space area restrictions for said zoning designation were obtained from the City of Orono found on their web site on the date of January 6th, 2017 and are as follows: Principal Structure Setbacks - Front: 50 feet (Augusta Street) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: 35 percent of lot area (Tier 3 per City of Orono Stormwater Quality Overlay District Map) 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. 0) 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. plaro osed Elevations -NV Pro ........._......................... .... Proposed Garage Floor Elevation =1010.4 Proposed Fust floor Elevation =1012,6 Proposed Top of Foundation Elevation = 1010.7 Proposed Basement Floor Elevation = 1002.0 Asbuilt Elevations Asbuilt Garage Floor Elevation = 1010.1 + 0,33 = 1010.4 (NOT POURED) Asbuilt Top of Foundation Elevation =1010.6 Asbuilt Basement Floor Elevations = 1001.7 1- 0.33 = 1002.0 (NOT POURED) Offset irons (elevations are to the top of pipe) OS #1= 1004.46 OS #2= 1002.62 OS P4= 1002.15 OS 43 1002.43 OS 95=1005,12 OS #6= 1006,91 OS 45 1 OS #7=1006,70 Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND WOE CAST IRON MONUMENT BITUMINOUS CATCH BASIN FIRST FLOOR ELEVATION FLARED END SECTION < GATE VALVE GARAGE FLOOR ELEVATION GUY WIRE ` . HYDRANT TOP OF FOUNDATION ELEV. SURVEY MONUMENT SET 0 SURVEY MONUMENT FOUND LOWEST OPENING ELEV. SURVEY CONTROL POINT C LIGHT POLE POWER POLE SANITARY MANHOLE b SANITARY CLEANOUT ❑E SIGN GROUND ELEVATION OO STORM DRAIN _ STORM, MANHOLE OO YARD LIGHT -- DT A/C UNIT © WELL TWP:117-7E.023-» EC.08 -- ELECTRIC UNDERGROUND Hennepin Co j; Ity GAS VALVE Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE IN FEET SURVEY LEGEND WOE WALKOUT ELEVATION BITUMINOUS FFE FIRST FLOOR ELEVATION --- BUILDING SETBACK LINE GFE GARAGE FLOOR ELEVATION CTV---- CABLE TV TOF TOP OF FOUNDATION ELEV. CONCRETE CURB LOE LOWEST OPENING ELEV. CONCRETE C CABLE TV PEDESTAL CONTOUR EXISTING ❑E ELECTRIC TRANSFORMER CONTOUR PROPOSED OO ELECTRIC MANHOLE ---._ --, GUARD RAIL OO ELECTRIC METER -- DT - DRAIN TILE © GAS METER - ESC-- -- ELECTRIC UNDERGROUND © GAS VALVE -X-X- FENCE D HAND HOLE - FIBER OPTIC UNDERGROUND SOIL BORING GAS UNDERGROUND TREE CONIFEROUS oHu OVERHEAD UTILITY C) TREE DECIDUOUS RAILROAD TRACKS OT TELEPHONE MANHOLE > SANITARY SEWER D TELEPHONE PEDESTAL >> STORM SEWER TRAFFIC SIGNAL TEL TELEPHONE UNDERGROUND (9 UTILITY MANHOLE UTA UTILITY UNDERGROUND ❑U UTILITY PEDESTAL WATERMAIN DEN1 ! E`L: TREE 10 'EH REN4C3V- L) X972.5 FOUNDATION ASBUILT ELEVAi'ION FILE NO. CERTIFICATE OF SURVEY 31202-397 ORONO, Foundation As -built MINNESOTA PREPARED FOR: GONYEA HOMES i 4730 � 5F ton- l5 I DECEIVED ft,%( 2 5 2011 CITY OF ORONO