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HomeMy WebLinkAbout2015 Grading Plan982.3) o n Side Setback 9Jg 2 i SOP SOP ( N89 46 30 E 257.35 ( ) 33 959. I 981.72 E �� _ N 0_ 980.0 124.17 LOi !0 ' Proposed Silt Fence I I j x 97 I o < W I 10 oO�O� x980.6 x979.0 l�% I Side Setback CI - x9723 p�- -x972.7 N x OS #2 SDP 981.6 U 978. I 976.01 I 959.24 \, 'y - n � 983.7 xi s8 Proposed_ \�O I jj9 8 I \ X90 49 Well / / - i x966.1 \ 985.0 A ��O ' 1/i� i'V x g jGG / xa17 4 ( o SDP x 98P.9 984.90 / \ \ j % 00 �I �� a 0 x.98Q1 98 `, .3..5 x Q0 o y i sow �� 9, \ / o SS { %/ SET REFIMON x 985.5 S V SOS V� �' V'.9. x 968.9 I x ° Block 1 957.07 905. x 9829 . g �j I ( SET REF MON 956.80 I 986 4 0. s cD 1 OS #3 N o s 0970.73 175.7 oQ - - - - - - - - - - o o� .v - - vh' xsn 0 - I X yt43 9� ��5�� �� �� �. x920.4 I Lot 2 x986.1 / 0) I \4D 4D \ /r ` C�OS #1 s y I �s 80 �\ 987.10 x 968.0 I I (983.6\) 986.0 . 80 610 ,.� 0 �o o'R, 31, -x5 /fe � 1 / 4"y/ �� l r' \ co O f 4 6 872�p�� / o � o / / \ 975 �� U, 978.8 V ; X98 .5 , 0 Cp `h-10 d�V / v�✓"� �Q\ Zc� / I-- co I F-----50----.C.L976.1 o 52 � z T`9�8.a Propose d r4WCTanks J4.W 9 Q<o _ Proposed m Lift Station s sement x987.9 ...s.�-'�'. �-.�! .t x979.1 lr! n 1 CITY of,'ORONO N �G PLANBRADIN SITE PLAN ' ❑ APPROVED \ ! PPROVED WITH REVISIONS 13DISAP OVED , , !\ DATE PRIMARY ! SITE SECONDARY SITE CS I °o \ ' Rear Setback w \ _ ' 5� 0 - - S89'53'22 "E 148_82 z II City of Orono Planning & Zoning Plan Review i'\Site Plan Review Date: " 2- " PPROVED p APPROVED WITH MVISIONSsee notes © DE"I D { Ln t� 00� � I 10 t i FND IS I" SOLID - `� FND IP 40344 995.42 (996.2) ! N89053'22"W 283.94 FIELD CREW NO. BY DATE I REVISIONS 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. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. CL/CT 1 BDH 05/01/15 Revised Address DRAWN BY - - 2 - BRV- --- 05/20/15 ----- Revisions Per Cit BDH --- ---- ----- ----- -Comments- ----- CHECKED BY -------------- `-QD POWER POLE ---------------------------- DBP -------- Q ----- --------------------------SATHRE-BERGQUIST, DATE --- ---- ----- ----------------------------- 04/30/15 IST STORM MANHOLE ---------------------------- �s sv 20 10 0 10 20 40 SCALE IN FEET w � s P � 969.88 (969.7) SATHRE-S RGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 TWPA 17 - RGE.23 - SEC.06 HENNEPIN COUNTY 200 Bayside Trail, Orono, Minnesota ORONO COPY. NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Development Plan Data - WO Proposed Garage Floor Elevation CAST IRON MONUMENT ® CATCH BASIN Q FLARED END SECTION M GATE VALVE < GUY WIRE `l0' HYDRANT O IRON PIPE SET • IRON PIPE FOUND Min. Side Yard Setback = 30', 50' If Street LIGHT POLE `-QD POWER POLE Hardcover SANITARY MANHOLE Q SANITARY CLEANOUT House Area = 2,902 Sq.Ft. SIGN x972.5 GROUND ELEVATION 0 STORM DRAIN IST STORM MANHOLE 0' YARD LIGHT TWPA 17 - RGE.23 - SEC.06 HENNEPIN COUNTY 200 Bayside Trail, Orono, Minnesota ORONO COPY. NOTES: 1.) Existing utilities shown are shown in an approximate way only. The contractor shall determine the exact location of any and all existing utilities before commencing work. He agrees to be fully responsible for any and all damages arising out of his failure to exactly locate and preserve any and all existing utilities. 2.) Must maintain a minimum 2% slope gradient to accommodate positive drainage. 3.) All offset irons are measured to hundredths of a foot and can be used as benchmarks. 4.) A title opinion was not furnished to the surveyor. 5.) Proposed grades shown adjacent to building foundation refers to top of black dirt. Development Plan Data - WO Proposed Garage Floor Elevation = 981.0 Proposed Basement Floor Elevation = 972.6 Proposed Elevations ELECTRIC TRANSFORMER Proposed Garage Floor Elevation = 983.4 Proposed Top of Foundation Elevation = 983.7 Proposed Basement Floor Elevation = 975.0 Setbacks GAS VALVE Min. Front Yard Setback = 50' GUARD RAIL Min. Side Yard Setback = 30', 50' If Street HAND HOLE Min. Rear Yard Setback = 50' SOIL BORING Hardcover TREE CONIFEROUS Lot Area = 98,631 Sq. Ft. TREE DECIDUOUS House Area = 2,902 Sq.Ft. TELEPHONE MANHOLE Stoop Area = 138 Sq.Ft. TELEPHONE PEDESTAL Screen Porch Area = 210 Sq.Ft. TRAFFIC SIGNAL Deck Area = 242 Sq.Ft. UTILITY MANHOLE Concrete Area = 3,136 Sq.Ft. UTILITY PEDESTAL Total Impervious Surface = 6,628 Sq.Ft. Total Coverage = 6.7% Offset Irons (elevations are to the top of pipet OS #1 = 987.10 OS #2 = 976.01 OS #4 = 983.52 OS #3 = 970.73 I hereby certify that this is a true and correct representation of a survey of the boundaries of: Lot 2, Block 1, BAYSIDE MEADOWS, according to the recorded plat thereof, Hennepin County, Minnesota, and the location of all buildings, if any, thereon, and all visible encroachments, if any, from or on said land, as surveyed by me this 30th day of April, 2015. ---A W David B. Pemberton, PLS Minnesota License No. 40344 pemberton@sathre.com SURVEY LEGEND Ci ASC UNIT I] CABLE TV PEDESTAL IF -1 ELECTRIC TRANSFORMER EO ELECTRIC MANHOLE OO ELECTRIC METER © GAS METER © GAS VALVE x x GUARD RAIL FRI HAND HOLE E SOIL BORING oHu TREE CONIFEROUS TREE DECIDUOUS OT TELEPHONE MANHOLE 0 TELEPHONE PEDESTAL TEL TRAFFIC SIGNAL OL UTILITY MANHOLE UTILITY PEDESTAL BITUMINOUS CT' - CABLE TV CONCRETE CURB CONCRETE CONTOUR EXISTING CONTOUR PROPOSED -- [IT DRAIN TILE - LLC ELECTRIC UNDERGROUND x x FENCE Fa - FIBER OPTIC UNDERGROUND GAS- GAS UNDERGROUND oHu OVERHEAD UTILITY RAILROAD TRACKS SANITARY SEWER » STORM SEWER TEL TELEPHONE UNDERGROUND LTL UTILITY UNDERGROUND WATERMAIN RECEIVEgE RTI F I CATE OF SURVEY PREPARED FOR: MAY 2015 GONYEA HOMES CITY OF ORONO FILE NO. 31202-265-001 1 / 1 26�l, ft dt Tmtt 2415 - M 6+2. N eW wfte &