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HomeMy WebLinkAbout2018 Grading As-BuiltASBUILT CONDITIONS .,I 66 �\ ' I C �\ \ C) \ x96iO V X 973. V D ELECTRICAL (0x967 EASMENT 0) BEE FND IP I/21J" 7 966.5 4 966.9 966.8 FND IIP 3/4 FND IP 3/4 x 66 6 967.2 �Q� F x , x 96 ,81 MAP ID" - -�_� 100 - MAP 12' " / x 66.8 x x 9688' 968.8 967.2 15 967. ELM 10 I / x 967.2 967 o t` 966.8 X 9683. _ x 969.1 r x 969.6 1 x 67.% 7!1�� 6 �� 968.8 x 969.2 1 x " ` 9 7. x 960.7 966. ` �� ��, / 968.BS6 9� 2g ; 967.0 / G x V ; V (6 CO o, 69.2 969.5 9.7 x 969.2 SBL--- 13 ,FL- r. .7- 961, `Z V 8_ �1 24.0 .968.5 967.9 B L L BSBL-��BSB� BSBL BL BSBL - BSBL ; - �,----50----------- 962.s X 66.7 x o o �� ERIC C 965. �- -� L I m = 970.3 = ❑A x367.2 -- a - TDF= e9 TAINING STAIRS 959.2 i N . m 6 ss 9qE J / m< --� ----50 /--------f 966. „ ,; 67 �jy \ - MAP 20" _ = I B' I. cr 4.0 9.5 ALL 959.2 ` O 959.3 ry 957.D �Q 967.0 �J� � x 966.4 v " x \ m n GFE= I / �J \ \ ml \ 969.7.. �'i (vP 959.3 _ I4.6% \ (J ') cv WALKOUT 1967.7 / K965.9 v 570 ORONO N a`O WELL _� P F fi K x 964.7 _ 959.3 O 9 7.0, % m ORCHARD ROAD DE � t� `� / 96 9967. 96 9.5 9'65.7 ® < L � ,a m I� \ 969.1 �-- - Q D 55.0 / m m l+> ' 969.3 969. cD J v / O�- 958.8 ; i ' / x 966.4 x 967.4 968.6 x 969.8 < <v O v 69 6.0 15.5 Q x 955.7 l m i t v F 9 m 6q. �r-+R TAINT �.J \ 969.3 O o x9 6J`l' A RETAINF�lG ! .965.6 9 969.4 an d FFE= rn 96 I/ o I rn WALL - 6?� N o - 97L2 - - I / 964.6 x O 9624 \ y O x(966.2 x964.3 \ h \ 969.5 96 .6 61.9 I \ 9Sg 959. 1/ / m O f i .:9Gy Lx 968. cn 4.0 15.5 961.5 9 %0 ' ` / ( \ / I ------ _ 970.7 959.358 _ 0. 959. N I INV- 50--y� 66 g6 - O WOE= 59.913.5 60.9 y59.9 9 \.2 - -------- / 961. �.: ^� of 960.5 G SUN o iX x 2 S� -- '�_ X55.4 / - -50 ------- - J --- \. 52.3 30.0 NT_ ROOM -F 959.0 / CONC`Lid--'�- / i m / - O 5F _ PAD 96 I g I x x( \ \ 963 I 962 7 59' BSB BS - B �'3 �4.0�_- / BSBL�BL BSL BSB L BL BSBL-I- BSBL BSBL BSBL / BSBL 960.9 J \ • 962.5 959.7 _ _ � 3 cd,\�. 961.0 x ` x 62.6 939.3' I C�1PJ �' 3 <L ? x 955.3 / / I 0) x 959. ,-f2�AiN1L_ - ' i =L- ivTAP 30 / �) 20"/LANDSCAPE I WALL - _ 9.3 � PAD 1 i 95 8 0�58� 568 <ix 9 6.3 x 959.0 - x959.1 - x 958.7 I x 959. I o iCJ 9 > rn �� 12" 66 I 'v ; rn_ LANDSCAPE-- ' -,- I -„J I / ° }955.6 x 954 _ L�✓ 6 1 9 x 9 7.8 x 957.0 bWD P 7006 � 0 958955.5 FND.1 j`�20'' SPR 12" 57.6 FND IP I J x 957.6 0 957.1 957.6 i 956.0 .955 x 956.9 x 956.9 x 958.4 _ � car, x 955.7 x 95 x 954.6 O O X6.5.6 x 957.2 x 955.9 x 955.2 x 954.9 X 956.9 x 956.4 x 956.2 lr \ x 955.8 ^ \ ' x 955.6 \ lJ \ x 955.6 x 955.7 FIELD CREW NO. BY DATE REVISION USE (INCLUDING COPYING, DISTRIBUTION, AND CONVEYANCE OF INFORMATION) OF THIS PRODUCTCT 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 direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Dated this 12t day of M , 2016. 9 L1 � David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com CL AT 6 EMW 10/24/2016 REVISED SUN ROOM DRAWN 8 DBP 11/8/2016 CITY COMMENTS/HARDCOVER EMW 9 EMW 12/16/2016 STAKED HOUSE CHECKED 10 EMW 12/20/2016 RAISED TOF FOR TOP CHORD BEARING TRUST DBP 11 EMW 1/4/2017 FOUNDATION ASBULT DATE 12 BRV 2/21/2018 GRADING ASBUILT 04-27-16 13 BRV 10/29/2018 UPDATE ASBUILT :0 W Z = 969.7 Z = 971.2 Asbuilt Top of Foundation Elevation = 970.3 w J = 960.5 0- (n o n �m 60 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 WWW.SATHRE.COM DESCRIPTION OF PROPERTY SURVEYED Lots 8, 9, 16, 17, Block 13, MINNETONKA BLUFFS, according the recorded plat thereof, Hennepin County, Minnesota, including the vacated alley. 1. Site Addresses: 570 Orono Orchard Road South, Orono, Minnesota 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. 27053C0308E, effective date of September 2nd, 2004. 3. Parcel Area Information: Gross Area: 26,711 s.f. - 0.613 acres 4. Benchmark: Elevations are based on MnDOT Geodetic Station Name: EL WELL which has an elevation of: 980.36 feet (NAVD88). 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. 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 May 11th, 2016 and are as follows: Principal Structure Setbacks - Front: 50 feet (Orono Orchard Road) Side: 30 feet Rear: 50 feet Height: 30 feet Hardcover: 35 percent of lot area Tier 3 per the City of Orono's Stormwater Quality Overlay 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. PrODOsed Elevations Proposed Garage Floor Elevation = 970.0 Proposed Top of Foundation Elevation = 970.3 Proposed First Floor Elevation = 971.3 Proposed Basement Floor Elevation -'960.6 Proposed Setbacks Min. Front Yard Setback = 50' Min. Side Yard Setback = 17' per variance from the city of Orono Min. Rear Yard Setback = 50' Asbuilt Elevations Asbuilt Garage Floor Elevation = 969.7 Asbuilt First Floor Elevation = 971.2 Asbuilt Top of Foundation Elevation = 970.3 Asbuilt Basement Floor Elevation = 960.5 X972.5 FOUNDATION ASBUILT ELEVATION X972.5 GRADING ASBUILT ELEVATION IDOf y y v WO0uH7�tL o HtttS C CI"KE'63N S'. ;� I$ # f 3 I of F'','_< N Fox sT. N N WfPEP H1<<s T I SNeF�"\ w FFD I O xq �q �i f �R��,D "AL T �ORI � R23W \ I tN. y S i Bearings are based on the Hennepin County C - 11, M Coordinate System (NAD 83 - 1986 adj.) AA p, i annyer ake P 20 10 0 10 20 40 E tpP ,,�• �W SURVEY LEGEND SCALEIIVFEET CAST IRON MONUMENT A/C UNIT _ BITUMINOUS ® CATCH BASIN © CABLE TV PEDESTAL BUILDING SETBACK LINE Q FLARED END SECTION ELECTRIC TRANSFORMER CTv CABLE TV N GATE VALVE ELECTRIC MANHOLE -- CONCRETE CURB GUY WIRE ELECTRIC METER CONCRETE HYDRANT GAS METER - x CONTOUR EXISTING O SURVEY MONUMENT SET GAS VALVE CONTOUR PROPOSED SURVEY MONUMENT FOUND -°-°-°- GUARD RAIL DT DRAIN TILE Q SURVEY CONTROL POINT HAND HOLE --- r--- - ELECTRIC UNDERGROUND LIGHT POLE SOIL BORING FENCE POWER POLE TREE CONIFEROUS FO FIBER OPTIC UNDERGROUND SANITARY MANHOLE TREE DECIDUOUS GAS UNDERGROUND Q SANITARY CLEANOUT O TELEPHONE MANHOLE OVERHEAD UTILITY -a- SIGN (] TELEPHONE PEDESTAL RAILROAD TRACKS 972.5 GROUND ELEVATION CT__- TRAFFIC SIGNAL > SANITARY SEWER � STORM DRAIN O UTILITY MANHOLE » STORM SEWER sT STORM MANHOLE Q1UTILITY PEDESTAL TEL TELEPHONE UNDERGROUND uTL UTILITY UNDERGROUND YARD LIGHT O WELL - X972.5 FOUNDATION ASBUILT ELEVATION I WATERMAIN TWPA 17 - RGE.23 - SEC.02 CERTIFICATE OF SURVEY FILE NO. Project City: Orono Hennepin County GRADING ASBUILT40995-007, �d J 1 PREPARED FOR: JOHN BRUNELLO CiWOFCi`ONO 1