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HomeMy WebLinkAbout3211721430039-10092015Olrection of runoff Row • Natural all • tivh minimuM ItI •-• 6 Inch minimum Note: Depending upon conliguration, Waal fabric to wire •mesh with bog revs, stem posis with tie wires, -0T wood posie with staples. Figure 6.3-2: Typicat instausuon foram fence Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried l' and spaced at a maximum 10' on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. 1, .r. 11U Ulf 11\11 mArki-l- r/11 min rit Enuineering fabric SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION Fabric anchorage Ilona) beckfill with aJTlped Iteloral soli Wire mesh reirlf (opibnal) Meal or post or stake Edina, MN 55436 I C -18 Initial length -To front yard setback Ilne after backfill Residential Temporary Rock Construction Entrance/Exit 6" minimum thickness .r,bria., 411,..4:_j_et",n -• *4:ilsra te,O)V ' Non-woven geotextlle d 12 minimum rainage s. fabric under / 1112" to 3" washed rock B9.5 IC B92-.6 92 5 10\ Rim= 892.48 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. B93.5 0 89 .9 cf 92„.0 9 t:2.3 .1 0 80. 4 Ni2.,3 1 _Sr OVA 4 4: Vr'44 Poliffi.11690. .7 8 r"••••- LIXB9Aill IC .n .P cot) 0.1;1`.. 0,90 cl'ate ... <It 8g:IA 903 59A. 1G PAA t64. 1. ics,C5 B9°:‘ eloo. Bg°3 Bgt15 \!! .1C©CA3 0.9 7 \6" 891 • .. 9 692.6 ICC\-5 892.6 692. 92..6 e92.8 ?'ICOCe 92 2 2.6 OP : 4.5 S A36 : B943 B9 2 94-2 9 : spRO- ti-J3c0-1 95.9 IC V0 4)S9C)4 r2° 696.0 0 895.5 E.A0 903C 894. 94:1 49 -cc 943 • • s96.5 sVg° 595•6 >( CP0 cb ohm-------------ohW. 896 CE.A 3 : \ SW) • .:3 • co . . oi44 ?WC' t•J ' • 9 0- t. g, . • 03 : • .••• LO• ••••• CO -.,* : „.••••• ,T .,• . 396.4 895.9 92-2' 395.2 v. •• ;Al.- • 00 . dING OS l'•%' /(.01'* • N\ 0 "II ••, / 0 *° 9900 6 CPI FOR INSPECTIONS @ .9g826 0 7 IC PERMIT NUMBER and ADDi',:ESS , CM i!tIce and Construction Entroc,a , ,..17.ting 7 FotnidationyVall Reinforcirkg ,Irnuridaon Pre-backfill \1., N lc ,,,i• 99' FT'rz:trdng and Sheathing ,9N°N-1 ..o- ,____Itisdiltigne .0) o 41043. ;1449,11 a3fenry FireplaCe 0 \ • . 1/2" Iron P o5..\ 05 NORTH 2 BENCHMARK BASIS FOR ELEVATION: NAVD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK)/ BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). I hereby certify that this plan, survey or report was prepared by " " me or under my direct supervisior Land Surveyor under the lows of WORK HOURS: Confirm property may be Redeveloped prior to demolition A demolition permit provides no Assurance of permitted future uses 171 I UNIIIIIJU THAN THE "INISHED 3IGN LE 1 / 1111 L 1 A - 01 310 ( IN FEET ) 1 inch = 30 ft. 1/2" Rebori904.5 4904014/0 0 p 4'94/4,40 9/1)'0 Okie.4 SO s'69 IC 9.9'5 CO N5104927W B93 IC 889-9 IC 89.9 IC rv cs 9 .70'=•-•r 1/2" Iron Pipe N., 890.-9\ )4 v N 690.5N / lc N N 0, N -cc 990.' N 890. IC )_ 899.2- o N 95. 695,0 B94.5 vV'E. 5/1/2014 4124122 PM CDT 93.5 10 11 12 13 14 16 16 17 18 19 110 111 112 113 114 115 116 117 118 119 120 TAncy d 12-NO iz7(Lmg2 L.G 03 JOB #14192 ACRE LAND SURVEYING Serving Twin Cities Metro area and beyond fr 763-458-2997 acrelandsurve'ymgmail. om 11 I 11 I 9 03.8 ft•Su•- lc 7:00am to 7:00pm Monday through Friday ---. Z X 9:00am to 6:00pm Saturday , e99.4 ., -cc -,...tgzuc2r- NO WORK ON SUNDAY OR HOLIDAYS N i ERIC R. VICKARYOUS Date: May 1st. 2014Reg. No. 44125 CI\Land Projects 2008\14192-push\dwg\14192h5-countyslole-push.olwg P900.6 çC 8993 IC 90'9 IC 5,97-6 , A -- : A WIG° *or 690.° IC 596.0 L1 95 892'6 892-5 892'5 IC—C 2.6 892 R9C@CB 592- CO 1 111 1 t L- I NORTH 03 to-0 I -1- X-592-8 I 9-3. (1914-A5 Rim=892.48 ›•••• 1/40 0 Cr ne " SCAVA 901*(3 1/2 Reborsoci 5:A o3.4 903. )(foot. 894.5 895.0 -Afve 593. 595-5 of ARTIFICATE OF SURVEY -for- Push Properties PROPERTY ADDRESS:#6101 Tracy Ave., Edina, MN 55436 LEGAL DESCRIPTION Lot 1, Block 5, COUNTRYSIDE, Hennepin County, Minnesota. NOTES — Field survey conducted on April 30th, 2014. — BEARING'S SHOWN ARE ON ASSUMED DATUM. — CONTRACTOR TO VERIFY HOUSE DIMENSIONS, AND SEWER AND BASEMENT DEPTHS. — FINISHED GRADE 10 FEET FROM PROPOSED BUILDING SHALL BE 0.5 FEET LOWER THAN THE FINISHED GRADE AT THE BUILDING. — FINISHED GRADE ELEVATIONS ARE TO FINISHED SURFACE WITH TURF ESTABLISHMENT. — DRIVEWAYS ARE SHOWN FOR GRAPHIC PURPOSES ONLY. FINAL DRIVEWAY DESIGN AND LOCATION TO BE DETERMINED BY CONTRACTOR 59-3.9 v94.2 -ic IC B933 IC 5933 IC 593-3 Lo 595-0 IC • co, LEGEND DENOTES IRON MONUMENT FOUND DENOTES UTILITY POLE DENOTES SANITARY SEWER MANHOLE 1=1 DENOTES CATCH BASIN DENOTES EXISTING CONTOUR DENOTES OVERHEAD WIRE DENOTES EXISTING FENCE x1011.2 DENOTES EXISTING ELEVATION. DENOTES CONCRETE DENOTES BITUMINOUS 893-2 : • ?, ohw 5903 5905 BENCHMARK BASIS FOR ELEVATION: NA'VD 88 (VIA REAL TIME GPS MEASUREMENTS UTILIZING MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK)/ 9.70 0.r BASIS FOR BEARINGS: NAD83 (1996) (VIA REAL TIME GPS MEASUREMENTS UTILITIZ1NG MINNESOTA DEPARTMENT OF TRANSPORTATION VRS NETWORK). 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 Land Surveyor under the lows of the State of Minnesota. 112" Iron Pipe N., 1390's 890.3N NC N 50.5 CO N51049 27W 1393 esg.9 IC 899' IC e3.9 889' IC JOB #14192 41:‘,CRE LAND SURVEYING IT --'yOgnial' Serving Twin Cities Metro area and beyond 763458 2997 acrelandsurver-71 5/1/2014 4124IPPPMr-rt 10 11 12 13 14 15 18 17 8 9 110 Ill12 13 4 15 16 17 15 Am= 590-5 N N N 890.4 ,c 30 ( IN FEET ) 1 inch = 30ft. PIP 590.2 -to 111 j20 ERIC R. VICKARYOUS Date: May 1st. 2014Rea. No. 44125 CI\Land Pro !Pets 2008\14192-push\dwg\14192hs-coun-tysiole-push.dw9