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HomeMy WebLinkAbout2015 Foundation As-BuiltI I I I I I I 7101 7102 992.960 FND IP I" 991.2 1 I I I 1 I I I I FND I I I I I I I I I 7104 7103 I 988.267 988. FND IP I" FND i 944.8 1 x -178.5 x 945.7 A r .0 ' x 945.4 -'.945.5 V •;. FND IP I" FND CIM CIM REE MON <945.7 9-90.5 EAST II0,20. 947.1 46.; 296+/- \ X42, X`96.7 \ x i982.z Ss.I \ \ 1.5.4 985.' '', is 993 h t t i 9=t 8 i 944.8 \ ,t •. ---x ,x 965''7 x \ O 97F6. D \ ~a%q Long Lake i x 958.8 ^..8 / \, ry } x975.: '\ �60 SSSo /.\ Q ti 983.9 '•'Cxj7� x 946 0 l0 x 9,9C),6 x 948.7 946.2 F x 045.5 00, 944.9 \ \'•. Q COj` tot, X 945.6 • �; x 972.0 ,� _-c�� x 945.6 C x 956.6 ti \ OS qj�i�� x 963. � 9 q' .9� \ .. ���x , 944.8 x 0'> op v v ��� \ i �' .• ) p 1gLS 127570 _ x, �y \ U r"is Court ` l §ss.4 s a 982.9 x - . 4_ O . \ x - _ . 961.6 =. � ,_, y V 4 45.8 987.8 CO P�@ _ \.., � x 955.3 x 9 z • tee., 9& S" -'u.` 1`... r clt T - _ ` x`947.5 .. L , i asz SIP .. 3 .5 20.0 `.l \ 43.0 `+. _975.89 re.r 96x2 4 946.3 \ X947.1 4.0 LO OS #1(9885) 24 �1g) I \ _---y ,� . - ��``, _X q48.0 \ - - x945.5 , 988.85 . 'k i 11.5 x'q LO rn C aJ x 94 .5 ; .5 -'- x9894 3.1% I �: 984,1 978,2 � O \ d 1 1 5.5 -q x -x l�' '2 i _;fig J r� 13.0 0 rr� Sia 955.9 \ \ `\ O � r R , i e� � Fero, i J 981.4 981.0- ( e 988.8 x x x l \.. X \ 948'2- \ 4.0 `� x 9'58 s ` x S62 `9 ° WOE LC)I cZ� � �, � � ' d Q '6O O X o O ' ^� X ! � � x X72.3 -- -',- '•-. \�� _\ Se 981.0 i . 235 r° _ F N � �7 \ �� 98a \ X (938.1) X o 00� °4 Deck l J' \g ` "1-973.6 o ~' \ �/� cg k 94x_8 v (-67.0 x t 4 _ ��� � e � _973 _ �C/, �� \ i I m 9 8.7 x 973.3 x a x TFDN o Existing Contour Used 1 ... X 991 a \ 89.6x 989.6 ° For Height CalculatC0___ 978-) 7000 991.7 t Stoop 991007 S #4. / o Ln OS #3 yt,6 & 9 0 8.52.PND IP 1 1.04 200 0 3- � `� - - - -� - - � � ., ., .. - - 984.61,� � .- -� O- - - as.6 k 9es. _978 Building Setbck �\ ,8R -, / 20.0 j _ w, a 9g 9$0`- �` < 973.' ._. '•--.. '`'l `� �. - \ \\ 982 - __w.._ \ ^ p . � �,;; 984 x 983.0 Ex.. Shed -- , G Q 2 r� ° Removed \ ag s, o O 986 ---=... 971 5 x s Proposed -Silt Fence Y982o x 9.6 �� 9896 R 988.3- p _ _ w _ _ -ii 983.3 , G� 7001 "' � , g - _., 935.4 9`I S89°08'00"W 395.39 39 \ 989.312 a g , P 1" ��9GP FND IP I.. q�0 N ood_ Ret. Wall $56 \ q \ �j 99G\ .. 98zo ' ,� 974.9 o SEPTIC CLEAN OUT`x9 z.o�,�4� ., Brown n Roa North o1 dll 9 ac7 Grave/ Dri v ew°Y \ \* 1 \ ` X77 \ \ 1 \ x 946.7 869 ;t \ t ` i i , , \ __ �"`_•,_ IP L. �+ 948. i I X1 I SURVEY LEGEND 944.9 NX 'Is X 944.9 944.8/ 944.9 0 ' x946.1 944.91 I: l I. i• l;. 944,91 i 1 E: I`• i� 7106 1 946.900 FND IP 1/2" i �0 l 28+/-- (A 8+/- 1 944.9 \ 944.9 I hereby certify that this is a true and correct representation of a survey of the boundaries of: Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, fr m or on said land, as surveyed by me this 20th day of January, 2015. RECEIVED a c- MAY - 6 2015 David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com CITY OF ORONO FILE NO. CERTIFICATE O F SURVEY 31202-227 PREPARED FOR: 1 GONYEA HOMES 1 -I90 'brftn 101inl 2D�5 by11 FaindA i'�^- � Bulk Proposed Elevations Basement Asbuilt Elevations 0 CAST IRON MONUMENT �I A/C UNIT BITUMINOUS Proposed Garage Floor Elevation = 989.4 Perimeter at or Below 984.7 foot Contour = 91.6 Asbuilt Garage Floor Elevation = 988.8+0.33=989.1 (NOT POURED) ® CATCH BASIN G CABLE TV PEDESTAL --, T,; --- CABLE Tv Proposed Top of Foundation Elevation = 989.7 Total Perimeter = 183.0 Asbuilt Top of Foundation Elevation = 989.6 a FLARED END SECTION LEJ ELECTRIC TRANSFORMER ----------- CONCRETE CURB Proposed Main Floor Elevation = 990.7 Asbuilt Basement Floor Elevation = 981.0 NOTES: M GATE VALVE CES ELECTRIC MANHOLECONCRETE Proposed Basement Floor Elevation = 981.0 Coverage = 50.1% OO ELECTRIC 1.) Existing utilities shown are shown in an approximate way only. The contractor < `0' GUI' WIRE METER CONTOUR EXISTING shall determine the exact location of any and all existing utilities before commencing HYDRANT O GAS METER ssv CONTOUR PROPOSED Setbacks Contour used for Building Height work. He agrees to be fully responsible for any and all damages arising out of his 0 IRON PIPE SET © GAS VALVE -- -- DT - DRAIN TILE Min. Front Yard Setback = 30' failure to exactly locate and preserve any and all existing utilities. gOR • IRON PIPE FOUND - GUARD RAIL -- E0C- - ELECTRIC UNDERGROUND Min. Side Yard Setback = 30' Foundation Above 984.7 Contour LIGHT POLE HAND HOLE -x x FENCE Min. Rear Yard Setback = 50' Imo- 2 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. POWER POLE sa SOIL BORING ---- FO -- -FIBER OPTIC UNDERGROUND Proposed Hardcover - (Tier 2) - 30% Max. Foundation at or below 984.7 Contour x Z 3.) All offset irons are measured to hundredths of a foot and can be used as S SANITARY MANHOLE TREE CONIFEROUS GAS UNDERGROUND Lot Area = 90,934 +/- Sq.Ft. benchmarks. SANITARY CLEANOUT TREE DECIDUOUS °HU OVERHEAD UTILITY House Area = 2,220 Sq,Ft.M x Fence ties are shown on the I' ! OT TELEPHONE MANHOLE -' Stoop Area = 99 Sq.Ft. - RAILROAD TRACKS Deck Area = 176 Sq.Ft. Unexcavated Area C, � a, 4.) The proposed driveway shown is conceptual only and does not purport to show side of the boundary line that x972.5 GROUND ELEVATION 0 TELEPHONE PEDESTAL > SANITARY SEWER Concrete Area = 1,212 Sq.Ft. m J LL x exact) how the driveway shall be built. the fence is located on. y y STORM DRAIN cr--- TRAFFIC SIGNAL » STORM SEWER, Total Impervious Surface = 3,707 Sq,Ft. Offset Irons 1,4+/- 5.) A title opinion was not furnished to the surveyor. s7 STORM MANHOLE (Q) UTILITY MANHOLE TEL TELEPHONE UNDERGROUND (elevations are to the top of piped x YARD LIGHT [Q] UTILITY PEDESTAL UTP UTILITY UNDERGROUND Coverage = 4.1% OS #1 = 988.85 OS #2 = 975.89 6.) Proposed grades shown adjacent to building foundation refers to top of black dirt. OS #4 = 991.04 OS #3 = 984,61 WATERMAIN 7.) Benchmark: MnDOT Geodetic Monument: 2713 AG = 997.593 Feet (NAVD88) 997.573 Feet (NAVD29) FIELD CREW NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF TWP.118 - RGE.23 - SEC.34 1 ----- BDH ------ 02/11/15 Adjusted Proposed Elevations INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT CRs su yea HENNEPIN COUNTY --------- ------------------------------------------ DRAWN BY 2 BDH 03/10/15 House-------------- SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT BDH ----- 3 ------ BDH --------- 03/17115 --------- -__--Restaked Restaked House SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 20 10 0 10 20 40 �? /' _ � •` � \ ATH RE-BERGQUIST INC. w ----- CHECKED BY 4 ------ Bry --------- 04/22/15 ----------------------------------------- Foundation Asbuilt - INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. 790 Brown Road N. DBP ----- ------ -----------------------------------------------------SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE SCALE IN FEET m ,,, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 ro Long Lake, ----- ------ --------- ------------------------------------------ USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� DATE ----- ------ --------- ______ FROM ILLEGITIMATE USE. ��'xFRs F0, Minnesota 01 /07/15 ------------------------------------ 944.9 NX 'Is X 944.9 944.8/ 944.9 0 ' x946.1 944.91 I: l I. i• l;. 944,91 i 1 E: I`• i� 7106 1 946.900 FND IP 1/2" i �0 l 28+/-- (A 8+/- 1 944.9 \ 944.9 I hereby certify that this is a true and correct representation of a survey of the boundaries of: Registered Land Survey No. 1275, Tract F, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, fr m or on said land, as surveyed by me this 20th day of January, 2015. RECEIVED a c- MAY - 6 2015 David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com CITY OF ORONO FILE NO. CERTIFICATE O F SURVEY 31202-227 PREPARED FOR: 1 GONYEA HOMES 1 -I90 'brftn 101inl 2D�5 by11 FaindA i'�^- � Bulk