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HomeMy WebLinkAbout9916 199th StreetBUILDER OR CONTRACTOR TO VERIFY ALL PROPOSED GRADES AND GRADE THE LOT SO THAT THE SURFACE WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS FOR THIS LOT OR ADJOINING LOTS. ARROWS SHOW DIRECTION OF SURFACE FLOW. BENCHMARK — TOP NUT HYDRANT ELEV. = 987.96 SPOT ELEVATIONS SHOWN ARE AS —BUILT AS -BUILT IMPERVIOUS CALCULATIONS FOR PARCEL A CUSTOM GRADED LOT AREA OF LOT = 26,607 SQ FT AREA OF HOUSE/GAR = 4,565 SQ FT AREA OF DRIVE/WALK = 2,075 SQ FT IMPERVIOUS AREA = 6,640 SQ FT PERCENT IMPERVIOUS = 24 96% HT lam/ .)^ GRADE AS SHOWN TO K STORMWATER WITHIN SWALE AWAY FROM ADJOINING PROP AS -BUILT IMPERVIOUS CALCULATIONS FOR PARCEL B EXISTING SITE (AS -BUILT) AREA OF LOT = 27,266 SQ FT AREA OF HOUSE/GAR'S = 2,346 SQ FT AREA OF AS -BUILT DRIVE = 1085 SQ FT AREA OF SITE CONCRETE = 50 SQ FT AREA OF BOAT HOUSE/CONC = 788 SQ FT IMPERVIOUS AREA = 4,269 SQ FT PERCENT IMPERVIOUS = 15 6% SITE ADDRESS 9916 199TH STREET WEST LAKEVILLE, MN 55044 REVISIONS 11-01-19 FENCE GATE DETAIL 11-11-19 AS -BUILT SURVEY 9-17-20 AS -BUILT SURVEY 7-21-21 AS -BUILT SURVEY EXIST. 6' SETBACK PROPER STAIRS TOW=996 1 BOW =992 1 P ND RTY EXIST. 6' HIGH PRIVACY FENCE /17 TOW=994 9 BOW =991 8 EX ST. 4' HIGH FENCE AT 1p 7:SETBACK (61' 1 TBACK TO PROP.) EXIST. 4' HIG FENCE (20' FR 25' PINE RNALL/NC 22"HACKBE OHWL) TOW=990 7 BOW =987 0 SHORE LINE 6/T DR/ k- ENCE A TBACK FRO LAKE MARION TOW-9894 BOW =987 6 NORMAL HIGH WATER LINE EL=983.1 14.85 S 3719'34" E PROJ. NO: DRAWN: CHECKED: SCALE: FIELD BOOK: DATE: 218032 GDJ GDJ AS SHOWN A 4/5/18 10" ASH 99 0:1d. E 6, 12 PI:M 24" \OAK 6O9 364 OAK 00 001 `01$6 2 s`5 rzorow�D , ,, �6�3 HOUSE', (WALK -OUT) BASF=002 5 FLAG P TOW=989 7 BOW =985 5 CONC. DRIVE iroS --999 — 10p0 GARAGE rn I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer and Land Surveyor under the laws of the State of Minnesota. Signature: % eeveria— Print Name: GRANT' L? _Accts.:at License No: Z 31 B 9 Date: 7/21/2021 -O.H.E. RELO DETAIL) 20'SPRUCE! 9 30' OAK cli;) 22 OAK 30 75' SE P.P. ED GATE (S: E ILT DRIVE SLOPE = 9 K FROM NHWL / Bl T UMI NOVS // ALL ITEMS ARE PROPOSED: TOP OF FOUNDATION — 1001.2 1003.2 GARAGE FLOOR = 1001.0 1003.0 BASEMENT FLOOR = 992.5 992.5 FINISHED GRADE AT REAR OF HOUSE (WALKOUT) — 002.0 992.0 FINISHED GRADE AT FRONT OF HOUSE = 1000.2 1000.8 30 R \ I 1 1 1' ,J , j �LN I MAR ;,H YD R A 4T , it- 1 1, ik 1 < <, ,6' HIGH FENCE T 30 SETBACK (6" SE AC 'ROPERTY) 74. 7� MAp/f 4' HIGH FENCE AT 75' SETBACK JACOBSON ENGINEERS & SURVEYORS jacobson®en grsurv.com (952) 469-4328 21029 HERON WAY LAKEVILLE, MN 55044 FAX (952) 469-4624 P.P. TOP NUT V.= 987.96 ROM 4' HIGH CHAIN LINK FENCE 1 6 RECEIVED By Christina Orlowsky at 8:16 am, Jul 23, 2021 0 EXISTING PROPERTY DESCRIPTIONS PARCEL 1 SCALE IN FEET 20 40 I I 10 30 o - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM 60 Lot 27, Block 12, and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Westerly of the following described line Beginning at a point in the North line of said of said Lot 28, distant 32 75 feet Easterly of the Northwest corner thereof, as measured along said North line, thence Southerly through a point that is 29 0 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating PARCEL 2 Lot 29 and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Easterly of the following described line Beginning at a point in the North line of said of said Lot 28, distant 32 75 feet Easterly of the Northwest corner thereof, as measured along said North line, thence Southerly through a point that is 29 0 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating PROPOSED PROPERTY DESCRIPTIONS PARCEL A Lot 27, Block 12, and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Westerly of the following described line Beginning at a point in the North line of said of said Lot 28, distant 45 72 feet Easterly of the Northwest corner thereof, as measured along said North line, thence Southerly through a point that is 42 38 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating PARCEL B Lot 29 and that part of Lot 28, Block 12, ANTLERS PARK, Dakota County, Minnesota, according to the recorded plat thereof, lying Easterly of the following described line Beginning at a point in the North line of said of said Lot 28, distant 45 72 feet Easterly of the Northwest corner thereof, as measured along said North line, thence Southerly through a point that is 42 38 feet Easterly, as measured along the meander line, of the West line of Lot 28 to the shore of Lake Marion and there terminating PROPOSED 12' WIDE DRIVE EASEMENT DESCRIPTION A private drive/access easement over, under, and across that part of Parcel 1, being 12 00 feet wide The centerline of said easement is described as follows Beginning at a point in the North line of said Parcel 1, distant 78 17 feet Easterly of the Northwest corner of said Parcel 1, as measured along said North line of parcel, thence S 19°23'05" W a distance of 49 73 feet, thence on a tangential curve concave to the northeast having a radius of 18 86 feet, a length of 27 95 feet, and a central angle of 84°54'56" to the east line of said Parcel 1, distant 63 44 feet southerly of the northeast corner of said Parcel 1, and said line there terminating WROUGHT IRON AT 4" ON CENTER 4' HIGH 12" SQUARE CONCRETE COLUMNS PREPARED FOR: Ryan Contracting, Inc. 8700 13th Avenue East Shakopee, MN 55379 612-282-4330 6' HIGH 12" SQUARE CONCRETE COLUMNS 12" 14' -12" LIGHT FIXTURE ON COLUMN 4' HIGH 12" SQUARE CONCRETE COLUMNS FENCE GATE DETAIL NOT TO SCALE AS -BUILT CERTIFICATE OF SURVEY, ADMIN. SUBDIVISION, AND SITE GRADING PLAN 4' HIGH CHAIN LINK FENCE PROPOSED HOUSE LAKEVILLE, MN • • SHEET NO. c-1 Jul. 21, 21 218032-3 ASB