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HomeMy WebLinkAbout0702824410083-11192013Residential Temporary Rock Construction Entrance/Exit 6- minimum thickness 1112" to 3" washed rock -15. Initial length -To front yard setback line after backfill CI-023-D DENOTES PROPOSED ELEVATION --- DENOTES DIRECTION OF DRAINAGE g DENOTES METAL OFFSET SPIKE K:D=wcz) DENOTES EXISTING WALL 8 DENOTES IRON MONUMENT FOUND o DENOTES IRON MONUMENT SET 1011.2 DENOTES EXISTING ELEVATION. DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE DENOTES UTILITY POLE oh w X c-03 DENOTES BITUMINOUS 876.0 TC 1 )875.4 SMHE 11)Alovvve__ / / 42ND STREET WEST 876.2 TC 876.0 TC 876.8 TC 876.8 TC 876,9 TC 878.6 TNH 4111877.0 FND.5IP (c; 876.9 TC 820 87.9.5 79.6 - - - 0 879.7 BuliniNG NOV - 5 2013 Wire mesh Wilton:* (optioival) NOTES - FIELD WORK COMPLETED ON SEPTEMBER 6TH, 2013. - HOUSE PLACMENT & ELEV. SET BY CONTRACTOR. - FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH TURF ESTABLISHMENT. - FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. - CONTRACTOR TO VERIFY HOUSE DIMENSIONS, SANITARY SE:WER INVERT AND BASEMENT DEPTHS. - BEARING'S & ELEV. SHOWN ARE ON ASSUMED DATUM. - This survey was prepared without the benefit of titlework. Easement, appurtenances and encumbrances may exist in addition to those shown hereon. This survey is subject to revision upon receipt of a title insurance commitment or attorneys title op. '1. Ertirtes SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Metal or Ipost or slalca Fubdo anotioratie trelich beoldill with _T.- tamped natural oll Direction of .6 inch rniolmunt Non-woven geotextile drainage 12. minimum fabric under a 6 Moll minirhuni width Failure to install the Construction Entrance before disturbing the site soils and/or failure to - maintain the Construction Entrance will result in Enforcement action by the City. Note: Depending upon configuration, attach tab& to who ineeh with tog rims, etee1 pools with tie wires, TN wood posts with staptoo. Figure 6.342 Typloat InsiaTiellon for *Hi fence oc A !kik_ .hlr, °fri °gig 0-i- 4-1 ooe, f' 876.6 , TC 875.9 TC-CE 876.0 TC-CE 876.6 TC 876.8 TC 876.8 876.8Tc TC 876.4 x876.6 0AK18 . .......... 879.4/ 1380 .................. ............... 879.4! 881 889°52'5.7"E 877.0 31;g: 875.6 875.9 _3** 1,.." 8797 r .•'. • ?sc.. TC@CB 881.4 882 883.2 APPLE10 882.8 PINE20 cp a) co - 0.4 X .x 879.2 • • 876.4 X 879.2 _S 4.-- 00 CO 00 I 0 I 0) • .... cf) cl)(z) Cr) 71- 0 • o N 882 CD In 877.7 881.5 88 MA 83.1 I 11.92 3 ti n >\879.9 3.4 2.50 ^ ..nnn••••nn•=1. GARAGE 878.0 •. • 24 -7Df AD co PROPOSED HOUSE- FULL BASEMENT - 42.2 - 0 0 882.3 co 1'60 02 0- il 884- o CO 885.0 T MAPLE18 8 (ci / EXISTING HOUSE 883.1 883.4,1883.3 /////////C//' / EXISTING HOUSE / / / a° oo D- teL Pos S 8 - 8 62.33 149.8- 3,1ft0....desc. 87A.0 878.2 882.9 882. 882.7 EXISTING HOUSE 885.8 885.9 149.84 N89°52'57"W 886 co oo LEGAL DESCRIPTION (Per Tax Description) E 150 FT OF S 35 FT OF LOT 53 AND E 150 FT OF N 18 FT OF LOT 54, MORNINGSIDE, Hennepin County, Minnesota. I hereby certify that this plan, survey or report was prepared by me or under my direct supervision and that I am a duly Licensed Lan Surveyor under the lows of the State of Minnesota. • 886.6 END. 5REBAR 113St-5 i0C4 OVt.fq-dy _ 886.4 885.9 5/o/t/oce' mi/t/1 covf4 rARP PROPOSED ELEVATIONS GARAGE FLOOR = 877.0 LOWEST FLOOR = 875.2 FIRST FLOOR = 885.5 PREVIOUS FF = 884.5 MkG/a-C__ AAA/ iN OF EDINA rc-9,---A1TO IB#11ZHs (CRE LAND SURVEYING Serving Twin Cities Metro r-z. area and beyond 763-238-6278 js.acrelandsurveycgmail.com 9 AREA CALCULATIONS TOTAL LOT = ±7,852 sq. ft. Proposed House = ±1,748 Sq. Ft. Proposed Porch = ±114 Sq. Ft. Proposed Driveway = ±547 Sq. Ft. Proposed FP & Cants = ±38 Sq. Ft. II I I • • OSHUA P. SCHNEIDER Date: 10-3-13 Reg. No. 44655 CI\Lanol Projects 2008\13595bs-MornIngslde\dwg\13595hs.dwg 10/3/2013 2152149 PM CDT 0 1 12 13 14 15 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 <1. sla -