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HomeMy WebLinkAbout17936 Evershed WayRECEIVED By Lucas Ritchie at 8:46 am, Oct 11, 2022 CITY OF LAKEVILLE CERTIFICATION OF GRADING AND FINAL PLACEMENT OF IRON MONUMENTS Building Permit #: LA200384 Legal Description: Lot 2 Block 2 Subdivision: KNOB HILL OF LAKEVILLE 3RD ADDITION Address: 17936 - , i . � ,...9LELAKEVILLE_ MN 55044 Eve rshed Way I hereby certify that on 6th day of October . 2022 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 Name: Signature: Date: 10/0./22 iel L MN License #: 26147 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 W:'\Government Info\CitylLakevillc\Ccrtificatlon of Grading doc 1107 GFSTINNG32 W02 TF-9325 BF - 924 5 9;2 GFE= / 932 2 VI 14; x 1 .,.x9308x9318 'i -11I x931x9314 lc.'1� I 11 1. I i 1 i 'I Itri1 CN to II 11 L--� ` I .-PZ:iS-?--t-- I C401.0, 11,8 1 ` 1; 0 N 01 W% 1 Mra V00.1 OIIM� II, II AIL' 1I � 1 to 7 1 11• 11I L^ I I col I 1 WI i. .1 v' 1----1- io 1 I WI IW i,ul i<w I l ° ' 60 1 1'fi II 1 I n< L V 1 1 I V 1 x 933 6 CURB x 932 8: STOP 1 , 932 I I � °x x 9351i 9, 1 - r9 �35 2 '''''2. . '''%1-: x N± _ ,,-935-1- _ _- x _--.--; - -* w 14.0 ,ems 0 1 x9 x 932 9 1 x\932 I 933 0 0 934 934 8 x 93s3. 2.0 C l=. 4E 1- --� -- x 934 9 ro 20 0 \ 924 7 -- -----�9?„ -. - _ --�I 791 5 Y, i ih 22 4' 929 �9 �_ .__.v -.. 3 7 xE 5.3'I586 (:u 1 �79K, ` - -- 92ss x 9 ELEV 923 "'x 1 ` � j�'x 927 7 x 926 4. x 925 6 x °`c 925 0 245 ` N i ti .-.927 - --§ -. W , q 9� 5 x Q j '$`�/ 925 9 \ ° 1 `j259 �26 �;,= • -. x 9?S x 9$4 3 40 0 ;� I ' s EXISTING WALKOUT 17936 EVERSHED WAY 1 1 1 0 1 1 _ 1 935 3 1 I I I II 15 5 `•T • A x 934 934p ,; 9300 "�X`9338x9344 �$ x93;I IP_.2.6T47' x 934 2 a� "' X34 5 x 935 - ' 934 ID `,, 93p 9 ' 927 9 433 °�� x x 934 4 x 935 I Ito c�,'._-:z3; I 1589°20'09' W 130 6 3 °' 93, 9///!`/////// I X!STN10 /l. H(`USE GFE= L-V 1 x 923 8 % 92..$ 923it x 925 924 0 x 923 5 x 923 3 554003'0N 135.14 9277 x 923 6 x 924 2 51 �_ g23 FFE= 926 O- - 936 9 -: 92i 4 x 925 4 i :x-'926 6 11 x 925 LOT 2 x 0 CV SURVEY LEGEND STORM DRAIN CATCH BASIN 1I GATE VALVE 'Cr HYDRANT 0 IRON PIPE SET • IRON PIPE FOUND s© SANITARY MANHOLE DENCTES SUMP PUMP JOB # 87650-225 FIELD CREW DH DRAWN BY JPR CHECKED BY DLS DATE 2/4/22 .9725 GROUND ELEVATION (972s1 PROPOSED ELEVATION WETLAND BUFFER COST ❑H HAND QT J UTILITY PEDESTAL (ono o) 20.5 • EX,SITNC TREE 3 PROPOSED TREE PROPOSED TREE HOLE 1 %71407:17.1 BITUMINOUS ELECTRIC TRANS= 0-MER � , T'i CONCRETE TELEPHONE PEDESTAL CONTOUR PROPOSED CONTOUR EXISTING SEWER SERVICE ELEVATON -- DRAINAGE ARROW I REVISIONS HOUSE RESTAKED 04/05/22 ML GRADING ASBUILT 10/06/22 JPM 1 1 1 1 0 WOE= 927 I 1930 I 14 0 x -- CONCRETE CURB -----> SANITAR'' SEWER --->>---S-ORM SEWER -WATERMAIN PROPOSED SILT FENCE o r DRAIN TILE -xx- FENCE -BSBL- BUILDING SETBACK LINE es 8URL . •- -. � SATHRE-BERGQUIST, INC. rt, Val, mo 150 SOUTH BROADWAY WAYZATA, MN 55391 (952) 476-6000 \'<921$ 1 \ 316 x 922 9 x 922 3 ' \ 921 737 3167 j 'ti5' FIEF MONg224 921 880 92t6 x L3 ___.5!. REF MON . 94L8 °t.0 x 027 ? . 92L 2� ,166 N ,7°S .:8 323�� rn `-r , c '9211777 E 53.1609 4.6 15' .REF MON E =V 922 2 < 922 1 922 4 r- 0 Ca W,'L27 In 0) r7 0 926 3 x 9247 1 `, 92� 0 --- ,� (n <9262.� 9"c42 926.'1x9255 )C' 1. 528 8 �s, 9A 2 ; 923 6 ?1, -x x 922 4 x 924 7• BLOCK 2 • x_ x 925 3 x 924 7 - �FND IP 22Q36 x 926 f� 9240 I} <Po o. FND IP 1/2 x Q74 f 924 I x 924.5 924 3 •` x 925 4 k 924 3 926 5 92° x 92,52 x 927 2 1 rr L_V I Hardcover Lot Area House Area Dnveway Area Stoop Area Patio Area Sidewalk Area Deck Arca Total Area Coverage = 35.0% = 9,907 S.F. = 2,150 S.F. = 702 S.F. • 50 S.F. - 260 S.F. • 63 S F. = 240 S.F. = 3,465 S F x 922 6 x 923 0 LV72 x 922 9 Property Descnption Lot 2, Block 2, KNOB HILL OF LAKEVILLE 3RD ADDITION, according to the recorded plat thereof, Dakota County, Minnesota. 1 Address 17936 Evershed Way, Lakeville, Minnesota 55044 2. We have shown the location of utilities on the surveyed property by observed evidence only and by available plans Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, x 922 9 therefore extreme caution must be exercise before any excavation takes place on or near this site Also, pl .s note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002 The contractor shall determine the exact location of any and all existing utihties before commencing work and is responsible for any and all damages ansmg out of his failure to exactly locate and preserve any and all existing utilities 3 Must maintain a minimum 2% slope gradient to accommodate positive drainage 4 All set offset irons are measured to hundredths of a foot and can be used as benchmarks 5. The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built 6. A title opimon was not furmshed to the surveyor as part of this survey Only easements per the recorded plat are shown unless otherwise denoted hereon. 7 Proposed grades shown adjacent to building foundation refers to top of black dirt 8 Venl'y sanitary service invert prior to any concrete work 9 Benchmark: TNH t Lots 5 & 6, Block 4, KNOB HILL LAKEVILLE - 929 36 Feet Development Plan Data - WO Garage Floor Elevation x 923 9 Basement Floor Elevation CERTIFICATE OF SURVEY GRADING ASBUILT PREPARED FOR STONE COTTAGE CONSTRUCTION Prouosed Elevations Proposed Garage Floor Elevation Proposed Top of Foundation Elevation Proposed Basement Floor Elevation Asbuilt Elevations Asbuilt Garage Floor Elevation Asbuilt First Floor Elevation Asbuilt Basement Floor Elevation Setbacks Min. Street Setback = 20' Living, 25' Garage Min. Side Setback = 7' Min Rear Setback = 30' 935.0 = 927.0 = 935.4 = 935 7 = 927 0 = 936.9 = 935.3 = 927 1 DRAINAGE. AND UTILITY EASEMENTS ARE. SHOWN HEREON PROM RECORDED PLAT AND LABELED AS SHOWN 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. Date his 2nd day of ; • ch, 2022 Daniel L. Sch i t, ' LS Minnesota License No. 26147 schmidt(rlsathrc.com Section 11 - Township 114 - Range 20 20 10 0 10 20 40 LAIL SCALE IN FEET