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HomeMy WebLinkAboutSurvey Ledger 12.771 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. 444 f SCALE IN FEET G11V6 4 f �11" 0 30 60 I I I Grant D. Jacobson, MN Li ense No. 23189 APPROVED 15 45 Dated this 14th Day of S tember, 2012 Buildin: Date BEARINGS ARE ASSUMED DATUM ELEVATIONS ARE CITY DATUM Zoning /OA - Date � grading! / �.._ Date . . !° . , /7.._ 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 = 179 DRIVE = 109 DRIVE = 163 DRIVE = 163 PATIO = 128 PATIO = 108 PATIO = 114 PATIO = 114 TOTAL PERCENTAGE = 74.5% TOTAL PERCENTAGE = 80.8% TOTAL PERCENTAGE = 84.7% TOTAL PERCENTAGE = 84.7% BUILDER OR CONTRACTOR TO VERIFY ALL Q 2 = PROPOSED GRADE LOT 10 LOT 1 1 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 SLAB (TOS) = 887.2 LOTS XFMR. TRANSFORMER DRIVE SLOPE = 8.0% DRIVE SLOPE = 8.7% ARROWS DE 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 FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT LOT 10, ELEV. = 887.68 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 bUILDni G 1.9vE NOT bRiCK ELEVATION BLDG = 1382 BLDG = 1655 LEDGE. DRIVE = 109 DRIVE = 35.3 PATIO = 108 PATIO = 125 TOTAL PERCENTAGE = 80.9% TOTAL PERCENTAGE = 69.6% BENCHMARK - TOP NUT OF HYDRA 6?) ELEVATION = 887.68 HYD. _ S T A T g�0 N PLACE SAN. to ® MH NN 894855 E S ��‘b ra ytii X 55° _4y CURB & GUTTER 176.73 B 1 o �0ti �` _ o 34.3 , C.S. 2 .00 c.s. 26.00 c.s. c s 26.00 c.s, 26.C,0 o.s.� ; 34.3 Q i O m 0 . DRIVE DRIVE DRIVE DRIVE c.o. 4P i # + � a.9 yti� g 5 6 5 1° 5�� .; n 1� ejam �► 4t; 869 .n 2 z1.o . - es m g �' • c. o. I c. o. 86.9 a $� b • c. o . - co - ° . ca o + ice . 1f" -- I 10.00 z1.o 2 '2 20.0 • 20.0 r - • 11. 12.0 10.0 0 0 10.0 12.0 • o ti 10 .31 q q O � ° c. DRIVE + g � 5 . 4 � a5 ti 2.00 - o c.o. c. o. f ,b c.o. n a.o a.o 6.0 6.0 2 2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 TOS = 887.2 I o r O 1, ry 1 • w N o ° C .O. C.O. 2 ° °p 5.40 LOT 3 LOT 4 ` rn • .; LOT 6 N LOT 7 LOT 8 ° LOT 9 LOT 1& LOT 11 COLUMN 2 `- B LOCK 2 ,,' b ° � � a o •11 • V - COLUMN 74 N �i cc " o ' , ig 15.5 _�I� r1� �� 2 $0 ' 1 , • T5.5 21 . o .;.�2.5 26.0 26.0 26.0 26.0 a K86.9n PATIO b� b 19.50 X86.9 n 4:86.9 •► t:86.9 n 1:86.9 n 6.9 } 32.33 P PATIO n PATIO PATIO PATIO PATIO n C. B A +s 0 34.33 - j1; I 26.00 4 26.00 q,; I 26.00 ,__:\l, 26.00 - � 34.33 0 0 -.., ] �0n ° I es� �p` 0 • 4,�� 1 �� � ems•► - J-4� -I- -4=6 ii `o 5� ,)!Dc) U C.B. 197.52 DBOXE o S 89°48'55" W XFMR. REVISIONS PREPARED FOR: JACOBSON 10 -3 -12 DIMENSIONS /COLUMNS Ratzlaff Homes 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 0 - DENOTES IRON MONUMENT F.B.: A 212098 -1 I CERTIFICATE OF SURVEY $ I hereby certify that this is a correct representation of a survey of: Lots 11 2, 3, & 4, 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. (r-: .-/1 APPROVED SCALE IN FEET AA/NY A - Buildin F. Date . 1 I 20 I 40 Grant D. Jacobson, MN Li nse No. 23189 10 30 Dated this 30th Day of ly, 2012 zoning 0 Date '� RI Z Angling 0 AL.s. -` D 1 o ?0 Z_ BEARINGS ARE ASSUMED DATUM ELEVATIONS ARE CITY DATUM LOT 1 LOT 2 LOT 3 LOT 4 ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: ALL ITEMS ARE PROPOSED: TOP OF SLAB (TOS) = 885.3 TOP OF SLAB (TOS) = 886.3 TOP OF SLAB (TOS) = 886.3 TOP OF SLAB (TOS) = 887.3 DRIVE SLOPE = 6.0% DRIVE SLOPE = 6.7% DRIVE SLOPE = 3.7% DRIVE SLOPE = 6.7% FINISHED GRADE AT REAR FINISHED GRADE AT REAR FINISHED GRADE AT REAR FINISHED GRADE AT REAR OF HOUSE = 885.0 OF HOUSE = 886.0 OF HOUSE = 886.0 OF HOUSE = 886.7 FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT FINISHED GRADE AT FRONT OF HOUSE = 885.0 OF HOUSE = 886.0 OF HOUSE = 886.0 OF HOUSE = 886.7 IMPERVIOUS SURFACE IMPERVIOUS SURFACE IMPERVIOUS SURFACE IMPERVIOUS SURFACE BLDG = 1655.1 BLDG = 1397.3 BLDG = 1396.7 BLDG = 1637.1 DRIVE = 35.3 DRIVE = 162.5 DRIVE = 169.3 DRIVE = 179.4 PATIO = 124.4 PATIO = 96.0 PATIO = 96.0 PATIO = 128.0 TOTAL PERCENTAGE = 69.5% TOTAL PERCENTAGE = 83.8% TOTAL PERCENTAGE = 84.1% TOTAL PERCENTAGE = 74.5% BUILDER OR CONTRACTOR TO VERIFY ALL 997. PROPOSED GRADE PROPOSED GRADES AND GRADE THE LOT SO THAT SAN. MH SANITARY MANHOLE THE SURFACE WATER WILL NOT POND OR CREATE DRAINAGE PROBLEMS FOR THIS LOT OR ADJOINING C.B. CATCH BASIN / /■■. /\ LOTS. XFMR. TRANSFORMER ARROWS DENOTE PROPOSED DIRECTION OF L.P. LIGHT POLE SURFACE WATER RUNOFF. BENCHMARK - TOP NUT OF HYDRANT AT SW HYD FIRE HYDRANT / :::&-. cm LOT CORNER, ELEV. = 887.47 C.O. SANITARY CLEANOUT J ,--„, ,T /1T TOWNHOMES SQ. FOOTAGE = 6,029 SQ. FT. C.S. CURB STOP (WATER) L/ U I L_\_./ I DIMENSIONS ALONG BUILDING LINE NOT BRICK >C 996.11 EXIST. SPOT L. LEDGE ELEVATION S T A T I O N P LACE L SAN„ 7f) - M " � N 89 °48' 55" E in r 1 � ,, C. B. � & GUTTER 4 � � �139.79 $ ��`�� �$ � h° � 90� '5'1 ost4 I DRIVE DRIVE 1 DRIVE ' 1 6 [, �$ P r 34.3 c. s. 26.00 C.S. • c.s. 26.00 c.s. 3 0 op �V CABLE. 8 O w T sox O 1 v- V . 8 3 wl , � 21.0 2 11.0 2 r I �88s.000] ��� --i- s.000] � � c .O. ��� ( 887.o�L 1 0.00 DRIVE $ N� C.O. • 20.o c o . 20.0 2 11.0 f 21.0 il ° / O N a o - \ , y cp . ;.0. r,L • N , N � $h �� C.0. /, 6.0 6.0 f N 6 ` V 2 � g + �$6 LCD 0 N TOS = 885.3 o TOS = 886.3 TOS = 886.3 TOS = 887.3 u, a p 0 N • • O N o �- 2 'n C.O. C.O. t �� �`,› �b�1q o LOT 1 LOT 2 LOT 3 `� LOT 4 2 • ° 883. + 16 "x16" co t 886.3 O COLUMN I 16 " x16 " O 0 <' ° B LOCK 2 COLUM a N 4 r Z r [O 1 N OI C�O ��� +� P 9 15.50 2 12.5 ��ti S 0,''' `L�` PATIO I o 15.5 j 5 - iril o LO CD � o , �� �, $ $6 32.330 26.0 26.0 - 12.5 2 (_____ i2.�9____4 _N ('j � + o$ 5 ' ,5 (98S PATIO (886.0 886.0 X886.7 PATIO 6 ii �� + �$ C.B. + $�1 �O � � �� . s� PATIO 1 � � � � �6 d • $c, 1: ? _ -- ti 0 p 4.33 2 .00 26.00 X 4.33 +� ©.� .Z i � � �� .N31 $�1 -�-_ 49,N -� �� 0 HY D. "� BOX �� + �°� 1 164.72 __,,co N 8 84.60 UC. � XFMR. �$�'� ��� 89°48' ' E+ BENCHMARK - TOP NUT O HYDRANT ELEVATION = 887.47 cn REVISIONS PREPARED FOR: JACOBSON 7 -30 -12 DIMENSIONS /IMPERVIOUS PER CITY Ratzlaff Homes ENGINEERS & SURVEYORS 21483 Grenada Avenue Suite 180 21029 HERON WAY LAKEVILLE, MN 55044 Lakeville, MN 55044 (952) 469 -4328 jacobson@engrsurv.com DRAWN: GAM CHECKED: GDJ BEARINGS ARE ASSUMED DATUM PROJ: 212066 DATE: 7 -11 -12 SCALE: AS SHOWN 0 - DENOTES IRON MONUMENT F.B.: A 212066 -1