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...:................................................... ........ <br />START OF WALL END:OF WALL <br />ABUT HOUSE <br />................................................................................................................................................ <br />TOP OF WALL . <br />= 989.2. <br />890..................................................................................................................... <br />TOP OF WALL, <br />F = 984.8. TOP OF WALL <br />............................... I..... .-983.0.......................................................... <br />z <br />T OP OF WALL <br />880 - . .- -. . - . . . . -.7 . .-. -.. . = . . . ..- . . .. -. . . . . .. . . ... 977:7 . . ... . . . . . . . . . . . . ... . . ... ... . . ... . . ... . . . . . . ... . . ... . . . <br />a <br />GEOGRID LENGTHS GEOGRID LENGTHS <br />COURSES' AT 10' L ON <br />2-3 COURSES AT T LONG EACH RADE @FRONT <br />GRADE @ FRONT GRADE @ FRONT . AS SHOWN = 977.2 <br />870 = 979.4. = 979:0. GRADE @FRONT BOTTOM OF WALL . <br />.................. 9978*.0'7612* <br />BOTTOM <br />BOTTOM OF WALL BOTTOM OF WALL - <br />= 978.4. . = 978.0. . . � FEET BOTTOM OF WALL <br />= 977.0 <br />0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 <br />WALL ELEVATION 1 PERPENDICULAR VIEW FROM LOW SIDE OF WALL <br />BOULDER WALL RETAINING WALL SCALE: I " = 10-0" <br />................................................................................................................... WALL INOTES: <br />1. NO SURCHARGE LOADING BEHIND WALL. <br />2. SOIL REINFORCEMENT REQUIRED. <br />USE MIRAFI 3XT OR EQUIVALENT <br />3. WALL QUANTITY = 447 SQUARE FEET <br />4. GEO-GRID QUANTITY = 151 SQUARE YARDS <br />5. MAINTAIN MINIMUM GRADE COVER AT FRONT <br />FACE OF WALL AS SHOWN. <br />................................................................................................................... <br />6. SLOPE AT FRONT OF WALL NOT TO EXCEED 10:1 <br />SLOPE AT BACK OF WALL NOT TO EXCEED 3:1 <br />7. CONTRACTOR TO VERIFY GRADES W/ GRADING, <br />DRAINAGE, & EROSION CONTROL PLANS/CONDITIONS. <br />................................................................................................................... <br />NOTIFY ENGR. IN WRITING OF ANY DISCREPANCIES. <br />8. GRADES ARE LINEAR BETWEEN DEFINED POINTS <br />UNLESS NOTED OTHERWISE. <br />9. SEE SITE LAYOUT DRAWINGS FOR ACTUAL CURVE <br />RADIUS AND LAYOUT INFORMATION. <br />SCALE: I " = 10'-0" <br />PLANS CREATED BY: <br />PREPARED FOR: <br />PROJECT NAME <br />SHEET: W2 OF 3 <br />hereby certify that th's plan, spec,ficat,cn, or report was <br />prepared by me or under my detect supervision, and that I <br />CRITERIUM-SCHIMNOW SKI <br />ANGELA HOPPING <br />9 S SMITH AVENUE <br />C� <br />SCALE: AS NOTED <br />a duly Licensed Professonal Engineer under the laws of <br />the <br />the.5tatc of Minnesota. <br />WALL <br />ENGINEERS <br />95 SMITH AVENUEDRAWNBY: <br />ELEVATION(S) <br />PDS <br />161 DUNBAR WAY PHONE: 651.779.7700 <br />ORONO, MINNESOTA <br />PROJECT LOCATION <br />DATE: <br />51612018 <br />Signature: <br />MAHTOMEDI, MN 55115 FAX: 651.779.7114 <br />PHONE: 612-366-2987 <br />ORONO MINNESOTA <br />Paul D. Schinnwki <br />Typed or Printed Name: <br />Pschimno@criterium-schhnnowski.com <br />PRODNO. <br />p 1 O <br />18-3189 <br />Date: 5/6/2018 Reg. No. 40126 <br />REVISION BLOCK <br />