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Home My WebLink About10322 199th StCITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: 164916 Legal Description: Lot Block Subdivision: Address: /c, 3 Z RECEIVED [By Christina Orlowsky at 2:42 pm, Nov 05, 2021 �v2 tt E-y / 9 7 74' s' r; c� . I hereby certify that on Z� day of ToP, . 2a Zi an inspection of this property was conducted by me or under my direct supervision and that the as -built grades, elevations and drainage patterns of the site and building are in conformance with the grading plan approved by the City Engineer or amendments previously approved by the City Engineer. In addition, all property corner monuments are in place as of this date. I hereby certify that this survey, plan or report 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. Print N me: iA Ai Sign urp• Date: 2 i j4 e.c AJ MN License #: Z 3 .3r7 NOTE: ATTACH A COPY OF THE CERTIFICATE OF SURVEY SHOWING ALL AS - BUILT GRADES, ELEVATIONS AND DRAINAGE PATTERNS Approved subdivision grading plans should be obtained from the property owner or developer. General questions relating to the building permit should be directed to the Building Inspections Department at 952-985-4440. Questions relating to grading should be directed to the Engineering Department at 952-985-4500. Prior to release of the Grading Security, this document shall be filed with: City of Lakeville Engineering Department 20195 Holyoke Avenue Lakeville, MN 55044 5-22-18 8-20-18 9-12-18 10-1-18 10-3-18 10-16-18 5-22-19 24x36 1 \ 1 • \ % / • JLM FD SANDS PARCEL 1 1 / / I I \ 1 r 1 1 •\ 1 1 1 \ 1 , I 1 I 1 `\\ \\ r 1 1 I \\ \\\ \\ 1 1 1 11 i \ \ \\ 111BI.EHN PARCEL\ i r \ 1 \\ ` 1 ``\ I 1 1 1 1 1 \ 1 1 II 1 \\ N. \\ \`. \ I I \\ \\ \\ \`• \. 1 1 \\ \ \ \\ N. `\ 1 `\ \ 1 1 ` • r 1 1 1 \ / 1 JLM FD . . . , / 1 \/ ;TEMPORARY ROCK / / CONSTRUCTION ENTRANCE , / / / / / / / / / / / / / / / r / / / / / / / / / / / // / --/ % / ; ,/ 1 : / ' / r / 1 r / ; /' /' // /(_---' I/ ! r I r 1 I ,/ r 1 r l / 1 / 1 , `, r 1 1 / r 1 , \ r l r r l l \ \ I 1_ N. \ • r 1 I 1 SPORT CO 4 EXISTING SANITARY LINE AND 1" WATER LINE / 1 �/ 1 `. MORELANDI\ PARCEL /r T AND GARAGE HAVE 3 5' FOUNDATION WALL HOUSE GARAGE 3' HIGH BOULDER RETAINING WALL TOW=100C 01005.0 BOW=1003 010,0 115` 2O'± (2)-3' RETAI 75 FT SETBACK hsb FROM (OHWL) cb_ 1 991, 9g2 89 `990 `_ 4.-(xh1'3 ---------9B6---- 986 - - --�` ORDINARY HIGH WATER LINE (OHWL) ELEV = 983.1 REVISIONS UPDATED TITLE DROPPED GARAGE 0.5 FT. MOVE 5' NORTH IMPERVIOUS PERCENTAGE TREE PRESERV./FILLING ADJACENT LOT RETAINING WALLS BOULDER RETAINING WALLS LANDSCAPE AND BEACH PLAN SPORT COURT Ir ��P4T10 �, ►�e,u o .k, I t4A8 ' SS aN a ,e. e°BOW r '.. ., IN7I;fUIIIllkj% l�U1..� TELEPk10N %EASEMENT feOR INGRESS 1 -- ANDfiGiRESSANDFOR ----- ;' PUBLIC_ACCESS TO PUBLIC,' g$1 .---UTILITIES (HATCHED AREA), DOCUM ENTT1 O 139674S-'� c 100-YEAR FLOOD LINE ELEV. 985.0 5-23-19 DRIVEWAY WIDTH AT ENTRANCE 6-7-19 CITY LANDSCAPE REVIEW COMMENTS 10-28-21 AS -BUILT SURVEY a =00001 TOW=087 0 87.9 BOW-084 0 984.4 BEACH AREA - JLM FD II IIII -095 0 995.9 � =002 0 997.7 I? URE HOUSE I I R=994.7 (DROP 1') I I P FND=996.0 SE=988.0 I I R=987.5 / TOW=997.5 I I �OW==994.0 rn"' 8.— o — bW.S9Ei' 6- �99 — �_ — l gSei .987kr- PARCEL lib,' OOD STAIR TOW=087 0 988.2 BOW=084 0 984.7 NO GRADING BELOW 983 1(OHWL) EASEMENT OVER THAT PART OF PARCEL A IN FAVOR OF THE CITY OF LAKEVILLE PER DOCUMENT NO 1396745 (HATCHED AREA) PROJ. NO: DRAWN: CHECKED: SCALE: FIELD BOOK: DATE: 218021 GDJ GDJ AS SHOWN A 3/6/18 x> S 68� ,%lUBLIC STORM DRAINAGE rt EASEMENT co 0-YEAR FLOOD LINE: EY LINE --- ELEV. 985.0I 75 FR EASEMENT FOR ACCESS TO LAKE FOR PARCEL A PER DOCUMENT NO 1396746 (TO BE VACATED) LAKE MARION ORDINARY HIGH WATER LINE = 983.1 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. c--,Theki/tctro2eaala Print Name: GRANT -Accts.:at Date: 10/28/21 H 199TH STREET RIGHT OF WAY 176OQ' ACCESS EASEMENT PER DOCUMENT NO IO 697,45 745 (HATCHED AREA) !�f/ 18" DIA. STORM SEWER PIPE. CENTER LIN • EASEMENT PER 'ROADWAY EASEMENT CA ACK STORM SEWER PIPE. • 50 FT SETBACK NO. 1396745 --CATCH BASIN INV. = 982.98 HOUSE BUILDER 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 - SANITARY SEWER MANHOLE CASTING AT STREET, ELEV.=998.00 ANGLED TEXT IS AS -BUILT ITEMS LOT 1 BLOCK 20 CATCH BASIN T.C. = 985.00 INV. = 982.91 --LOCATION OF SANITARY SERVICE LINE AND CLEAN OUTS 0 LE ROW OFMILT FENCE triN FILLING OF ADJACENT PROPERTY SHOWN FOR FUTURE BUILDING SITE END OF 18" ST. PIPE / ORDINARY HIGH WATER / LINE (OHWL) 0 NOTES TOTAL AREA OF PARCEL A = 27,503 SQ FT EXISTING IMPERVIOUS OF LOT = 19 2% PROPOSED ALL ITEMS ARE PROPOSED: (DROP 0.5 FT.) FINISHED GRADE AT REAR OF FINISHED GRADE AT FRONT SCALE IN FEET 20 JO 40 60 0 - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM AREA OF HOUSE/GARAGE/SPORT COURT = 3,868 SQ FT AREA OF BITUMINOUS DRIVE - 2,368 SQ FT 2,317 PROPOSED HARD SURFACE = 6,876 SQ FT = 25 0% 25.0% 6,882 JACOBSON ENGINEERS & SURVEYORS (952) 469-4328 LAKEVILLE, MN 55044 FAX (952) 469-4624 PREPARED FOR: McNearney Custom Homes 21039 Heron Way Lakeville, MN 55044 952-985-0965 DESCRIPTION OF PARCEL A Lot 7 and that part of Lot 8 and that part of Lot 9, Block 23, Lenihan's Lots, Antlers Park, Dakota County, Minnesota, together with that part of the vacated street adjoining thereto lying westerly of the following described line Commencing at the northwest corner of said Lot 8, thence North 67 degrees 16 minutes 04 seconds East, assumed bearing, on the northerly line of said Lot 8 and Lot 9 a distance of 49 00 feet to the northeast corner of said Lot 9, thence South 71 degrees 00 minutes 56 seconds East along the northerly line of said vacated street a distance of 8 82 feet to the point of beginning of the line to be described, thence South 27 degrees 05 minutes 44 seconds West a distance of 128 17 feet, thence South 03 degrees 57 minutes 13 seconds East a distance of 91 90 feet, thence South 02 degrees 25 minutes 44 seconds East a distance of 109 feet more or less to the shore of Lake Marion and said line there terminating Subject to a 10 foot wide public drainage and utility easement adjoining the said parcel boundary thereof DESCRIPTION OF PARCEL B That part of Lot 8 and that part of Lot 9, Block 23, Lenthan's Lots, Antlers Park, Dakota County, Minnesota, together with that part of the vacated street adjoining thereto lying easterly of the following described line Commencing at the northwest corner of said Lot 8, thence North 67 degrees 16 minutes 04 seconds East, assumed bearing, on the northerly line of said Lot 8 and Lot 9 a distance of 49 00 feet to the northeast corner of said Lot 9, thence South 71 degrees 00 minutes 56 seconds East along the northerly line of said vacated street a distance of 8 82 feet to the point of beginning of the line to be described, thence South 27 degrees 05 minutes 44 seconds West a distance of 128 17 feet, thence South 03 degrees 57 minutes 13 seconds East a distance of 91 90 feet, thence South 02 degrees 25 minutes 44 seconds East a distance of 109 feet more or less to the shore of Lake Marion and said line there terminating Subject to a 10 foot wide public drainage and utility easement adjoining the said parcel boundary thereof TREE TAG 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 TREE IDENTIFICATION ABLE 20" 30' 25' 18" 24" 20" 15" 30' 12" 12" 10" 8" 10" 8" 10" 8" 8" 14" 10" SPECIES STATUS B. OAK REMOVE SPRUCE REMOVE SPRUCE REMOVE W. OAK REMOVE W. OAK REMOVE R. OAK REMOVE R. OAK SAVE SPRUCE SAVE R. PINE SAVE R. PINE SAVE ELM SAVE CHERRY SAVE WILLOW SAVE ASH SAVE ASH SAVE ASH SAVE ASH SAVE ELM SAVE ASH REMOVE NOTES 1 TOTAL NUMBER OF TREES ON SITE = 19 2 NUMBER OF TREES TO BE SAVED = 12 = 63% 3 NUMBER OF TREES TO BE REMOVED = 7 = 37% GRADING NOTES 1) CONSTRUCT TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY SPECIFICATIONS. 2) INSTALL SILT FENCE PRIOR TO EXCAVATION AS NEEDED TO ENSURE SEDIMENT DOES NOT ENTER LAKE MARION. SILT FENCE MUST REMAIN IN PLACE UNTIL STAFF HAS DETERMINED THE SITE TO BE STABILIZED. 3) RE —VEGETATE THE SITE WITHIN 48 HOURS OF FINAL GRADING. 4) THE STREET MUST BE CLEARED OF DEBRIS AT THE END OF EACH DAY. ADDITIONAL SWEEPING WILL BE REQUIRED DURING THE HAULING PROCESS. ALL STREETS MUST BE MAINTAINED TO SAFE DRIVING CONDITIONS. 5) ALL DOWNSTREAM EXISTING CATCH BASINS MUST HAVE INLET PROTECTION. 6) CONTRACTOR SHALL DETERMINE STOCK PILE AREAS AND CONCRETE WASHOUT AREAS PRIOR TO EXCAVATION AND PROVIDE NECESSARY EROSION CONTROL. STOCKPILES MUST NOT BE PLACED NEAR WATERBODIES. 7) PROPOSED SLOPES AS SHOWN ARE NOT GREATER THAN 3:1. 8) PROVIDE WEEKLY EROSION CONTROL INSPECTIONS TO ENSURE EROSION CONTROL IS EFFECTIVE AND MAINTENANCE IS INITIATED AS NECESSARY. 9) ALL SOILS EXPOSED FOR MORE THAN 7 DAYS MUST HAVE TEMPORARY STABILIZATION IMPLEMENTED (SEEDING AND MULCH, POLY OR EQUIVALENT). AS -BUILT CERTIFICATE OF SURVEY AND SITE LAYOUT AND GRADING PLAN LAKE MARION LOT LAKEVILLE, MN SHEET NO. C 2 218021-1 AS8