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HomeMy WebLinkAboutSurvey Ledger 12. 1099 CERTIFICATE OF SURVEY $ I hereby certify that this is a correct representation of a survey of: Lots 6, 7, 8, 9, 10 & 11, Block 2, JEFFERS POND THIRD ADDITION, Scott County, Minnesota, according to the recorded plat thereof. And that this survey and certificate 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. SCALE IN FEET 0 30 60 1 f 1 1 I Grant D. Jacobson, MN License No. 23189 15 45 Dated this 14th Day of September, 2012 BEARINGS ARE ASSUMED DATUM ELEVATIONS ARE CITY DATUM LOT 6 LOT 7 LOT 8 LOT 9 ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: TOP OF SLAB (TOS) = 887.2 TOP OF SLAB (TOS) = 887.2 TOP OF SLAB (TOS) = 887.2 TOP OF SLAB (TOS) = 887.2 DRIVE SLOPE = 4.3% DRIVE SLOPE = 3.5% DRIVE SLOPE = 4.8% DRIVE SLOPE = 6.7% FINISHED GRADE AT REAR FINISHED GRADE AT REAR FINISHED GRADE AT REAR FINISHED GRADE AT REAR OF HOUSE = 886.9 OF HOUSE = 886.9 OF HOUSE = 886.9 OF HOUSE = 886.9 FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT OF HOUSE = 886.9 OF HOUSE = 886.9 OF HOUSE = 886.9 OF HOUSE = 886.9 IMPERVIOUS SURFACE IMPERVIOUS SURFACE IMPERVIOUS SURFACE IMPERVIOUS SURFACE BLDG = 1636 BLDG = 1380 BLDG = 1396 BLDG = 1396 DRIVE = 363 DRIVE = 202 DRIVE = 327 DRIVE = 327 PATIO = 128 PATIO = 108 PATIO = 114 PATIO = 114 TOTAL PERCENTAGE = 81.5% TOTAL PERCENTAGE = 85.5% TOTAL PERCENTAGE = 92.9% TOTAL PERCENTAGE = 92.9% / LOT 10 LOT 1 1 BUILDER OR CONTRACTOR TO VERIFY ALL C8 = PROPOSED GRADE PROPOSED GRADES AND GRADE THE LOT SO THAT SAN. MH SANITARY MANHOLE ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: THE SURFACE WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS FOR THIS LOT OR ADJOINING C.B. CATCH BASIN TOP OF SLAB (TOS) = 887.2 TOP OF LOTS ( ) F SLAB (TOS) = 887.2 XFMR. TRANSFORMER DRIVE SLOPE = 8.0% DRIVE SLOPE = 8.7% ARROWS DENOTE PROPOSED DIRECTION OF L.P. LIGHT POLE SURFACE WATER RUNOFF. FINISHED GRADE AT REAR FINISHED GRADE AT REAR BENCHMARK - TOP NUT OF HYDRANT AT N HYD FIRE HYDRANT OF HOUSE = 886.9 OF HOUSE = 886.9 SIDE OF STATION PLACE, NORTH OF C.O. SANITARY CLEANOUT LOT 10, ELEV. = 887.68 FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT C.S. CURB STOP (WATER). OF HOUSE = 886.9 OF HOUSE = 886.9 TOWNHOMES SQ. FOOTAGE = 8,780 SQ. FT. X 884.73 EXIST. SPOT IMPERVIOUS SURFACE IMPERVIOUS SURFACE DIMENSIONS ALONG BUILDING LINE NOT BRICK ELEVATION BLDG = 1382 BLDG = 1655 LEDGE. DRIVE = 202 DRIVE = 385 PATIO = 108 PATIO = 125 TOTAL PERCENTAGE = 85.6% TOTAL PERCENTAGE = 83.0% BENCHMARK - TOP NUT OF HYDRA 6 a ELEVATION = 887.68 �1 . HYD. ` o S _ T A T L , c § 0 N P L A C E SAN. q�N� © MH NN 89 °48'55" E i>r-®b S in • o *. .4i .bb' ...e). CURB (Sc GUTTER 176.73 c' • t- 34.33 C.S. 26.00 c.s. 26.00 c.s. C.S. 26.00 C.S. _ 26.0 0 c.s 34.34 \ O lb e o DIVE DRIVE DRIVE DRIVE DRIVE c.o. ��. �� � � n 5ti 5. 5� .'D 6'I / ,0 \ � 4:86 4: 86 .9 0► ' 4 w ee -i b w ee �b � C.0. 4 ; 5 5.94 'I C.O. .ca - 4:86.9.2 o 21 1 1o.o0 21.0 z1 • 1 �4' • Co. 20.0 : C.0. z r o o 2 12.0 t DRIVE E il ti DRIVE • .4085 + 0 85 . .O. 4.0 C.O. c2)�J c.o. 4.0 v 6.0 6.0 • (0 2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 .. 7 0 1„ • 1 o c0 I '' ° 0 C.O. CO. o o I O LOT 3 LOT 4 ` � N 1 2 LOT 6 " LOT 7 LOT 8 ° LOT 9 - LOT 10 LOT 11 0 _ � M Ark gN BLOCK 2 N , 0) d ° . II' Zvi ' ), 15.5 _ e � "' ss r''''' z.5 2r 11 �- r- 1 ° 5 170 26.0 26.0 26.0 26.0 4 0 :86.9 ► PATIO 134). O PATI 4;86 9 e) 4:86.90 PATIO PATIO x'86.9.► 4:86.90 PATIO PATIO f 8 6 . 9 » 32.33 '6 \ 34.33 L 26.00 •Y 2E.00 26.00 '\' 26.00 co 34.33 . 0 B � $T P. e . ��. N. � � �� � - - Y 4:86 - - � ��0 �� �� ���5 �, . 5$5 e e5 5� 197.52 CABLE o • S 89 °48'55" W XFMR.5 REVISIONS - PREPARED FOR: Ratzlaff Homes JACOBSON 21483 Grenada Avenue ENGINEERS & SURVEYORS Suite 180 21029 HERON WAY LAKEVILLE, MN 55044 Lakeville, MN 55044 (952) 469 -4328 jacobson©engrsurv.com DRAWN: NRT CHECKED: GDJ BEARINGS ARE ASSUMED DATUM PROJ: 212098 DATE: 9 -14 -12 SCALE: AS SHOWN o - DENOTES IRON MONUMENT F.B.: A 212098-1