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NOTES: <br />1. DURING WALL EXCAVATION, BENCHCUT LIMITS OF <br />EXCAVATION, WHEN ONSITE SOILS ALLOW, TO INCREASE <br />BOND BETWEEN THE IN -SITU SOILS AND NEW BACKFILL. <br />2. BENCHCUT USING MINIMUM 24-INCH HORIZONTAL <br />BENCHES (TYPICAL). <br />LIMITS OF EXCAVATION <br />1 TYPICAL BENCHCUT DETAIL <br />S 4.00 SCALE: N.T.S. <br />CIVILDESIGN <br />PROFESSIONALS <br />8W9 LYNDALE AVENUE SOUTH, SUITE 200 BLOOMINGTON, MN 55420 <br />PHONE: (952) 303,5312 1 WEBSITE: W W W.CDP.US.COM <br />srresaunory raoeess�orv„�s, mc. o.".A. ava nssicu raorrs��orvA�s <br />NOTES: <br />1. UPON EXCAVATION, WHERE UNSUITABLE SOILS ARE <br />FOUND, SUBCUT TO DEPTH "D" AS REQUIRED BY THE <br />ONSITE GEOTECHNICAL ENGINEER AND REPLACE WITH <br />SUITABLE COMPACTED STRUCTURAL FILL TO ACHIEVE <br />THE REQUIRED BEARING CAPACITY. <br />2. APPROXIMATE LIMITS OF EXCAVATION VARIES WHERE <br />SUBCUT IS REQUIRED. ACTUAL LIMITS AND SIDE SLOPES <br />SHALL BE DETERMINED BY OSHA REGULATIONS AND <br />MATCH FIELD CONDITIONS AS DETERMINED BY THE <br />CONTRACTOR. <br />ORIGINAL LIMITS <br />OF EXCAVATION <br />APPROX F/G / 1 / <br />/ SEE NOTE 2 <br />4' MIN <br />I / 1 1 \ / 1 "D" (SEE NOTE 1) <br />1 \z— 1 — — 1 —v 1 + <br />2 TYPICAL GRAVITY SUBCUT DETAIL <br />4.00 SCALE: N.T.S. <br />NOTES: <br />1. 4" DIAMETER CORRUGATED PERFORATED PLASTIC <br />DRAINPIPE WRAPPED WITH A GEOTEXTILE FABRIC. <br />2. OUTLET INTO ONSITE DRAINAGE SYSTEM (OPTION 1). <br />3. OUTLET AT 40' O.C. MAXIMUM AND LOW POINTS ALONG <br />WALL. PROVIDE RODENT SCREEN AND NON -PERFORATED <br />PLASTIC PIPE FOR OUTLET THROUGH THE WALL (OPTIONS <br />2 AND 3). <br />4. A DENSE GRADED AGGREGATE SHALL FOLLOW THE F/G AT <br />FACE OF WALL FOR OPTION 3. <br />D.G.A. <br />OPTION 1 OPTION 2 OPTION 3 <br />(ONSITE DRAINAGE) (TOE SLOPE) (AT FACE F/G) <br />r— 4" O TEE FITTING <br />No. Dare Revision By <br />1 <br />10/26/18 <br />REVIEW COMMENTS <br />JVZ <br />2 <br />3 <br />4 <br />5 <br />6 <br />4" O PERF. DRAINPIPE- U-- 4" O NON-PERF. PIPE <br />RODENT <br />SCREEN <br />3 TYPICAL 4" DRAINPIPE OUTLET <br />4.00 SCALE: N.T.S. <br />NOTES: <br />1. PLACE SONOTUBES AT POST LOCATIONS DURING WALL <br />CONSTRUCTION, AND HAND CUT GEOGRID AROUND <br />SONOTUBE (IF APPLICABLE). <br />2. X=3.0' MIN. AND Y=3.0' MIN FOR STANDARD FENCING; X=3.3' <br />MIN. AND Y=5.0' MIN FOR FOR GUARDRAILS. <br />EDGE OF SONOTUBE SHALL NOT BE CLOSER THAN 1-FOOT <br />FROM THE BACK OF THE CLOSEST BLOCK. <br />3. FENCE AND RAIL DESIGNED BY OTHERS. <br />FENCE OR GUARD <br />RAIL POST <br />CONCRETE <br />' MIN IN /—O T IN PLACE <br />7 <br />YMIN <br />GEOGRID (SEE NOTE 1) <br />BOULDERS <br />4 TYP. FENCE & GUARDRAIL INSTALL <br />4.00 SCALE: N.T.S. <br />Designed By: <br />Project: <br />Registration No: <br />JVZ <br />ONEKA PARKWAY NORTH <br />HUGO, MINNESOTA <br />25493 <br />Scale: <br />Project No: <br />AS NOTED <br />18.0610 <br />Title: <br />DETAILS (TYPICAL) <br />Date: <br />3heetN°: <br />JUL 26, zols <br />4.00 <br />I hereby certify that this pl , sp ification, or report was prepared by <br />me or under y dire t pe 'ion and that 1 am a duly Licensed <br />Professional ngi r laws of the State of Minnesota.N/ Date: Iv/ 0 <br />MICHAEL R. JOHNS N, P.E. <br />