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A PORTION OF THE NW 1/4, SECTION 12, T 28 N, R 4 E, WM <br /> FILL FROM ONSITE SOURCE (45,000 CY) <br /> PLACE IN 1.0' TO 2.0' LIFTS/ <br /> 0) <br /> COMPACTED BY TRACK-WALKING \ <br /> GEOSYNTHETIC REINFORCEMENT EX FILL SOILS (SEE NOTE 1) EX FILL SOILS (SEE NOTE 1) > <br /> LAYER (SEE NOTE 1) FILL FROM ONSITE SOURCE -- --- ----------I FILL FROM ONSITE SOURCE 0 <br /> PLACE IN 1.0' TO 2.0 LIFTS PLACE IN 1.0 TO 2.0 LIFTS <br /> TEMP CUT SLOPE\ \ COMPACTED BY TRACK-WALKING TEMP CUT SLOPE\ ',. COMPACTED BY TRACK-WALKING > I <br /> Z <br /> ' IL �\ SEE NOTE 2 \ SEE NOTE 2 CO w w O <br /> I- <br /> r 12' ACCESS ROAD 1111111111171.N <br /> WORKING PAD 12' ACCESS ROAD WORKING PAD Z <br /> SEDIMENT POND CRUST OR LAYDOWN YARD OR LAYDOWN YARD H - <br /> EX FILL EX FILL111141111711' W Z Z W 1 <br /> _ _ CO w �a <br /> VERY SOFT POND SEDIMENT EX SEDIM NT SURFACE — _ . . — . . — "��� EX SEDIM NT SURFACE ___i <br /> F- 0 U K <br /> GEOSYNTHE11C ANCHOR TRENCHill GEOSYNTHE11C Z W <br /> NOTES: REINFORCEMENT REINFORCEMENT d <br /> RUNOUT ›- _j CO W <br /> 1. GEOSYNTHETIC REINFORCEMENT LAYER (AREA 1 ONLY) NOTES: NOTES: I- 0 w W <br /> HIGH STRENGTH GEOTEXTILE C Z <br /> TENCATE CR330 (OR APPROVED EQUAL) 1. EXCAVATED SOILS TO CONSTRUCTED TEMPORARY ACCESS 1. EXCAVATED SOILS TO CONSTRUCTED TEMPORARY ACCESS C <br /> W/75'X300' FACTORY SEWN PANELS ROAD SHALL NOT BE PLACED ON OR NEAR EXISTING ROAD SHALL NOT BE PLACED ON OR NEAR EXISTING — <br /> ``^^ <br /> 2. PREPARED SEDIMENT CRUST POND SEDIMENT SURFACE. POND SEDIMENT SURFACE. VJ <br /> A. PUMP OFF ALL PONDING WATER D <br /> B. CUT ALL VEGETATION TO GROUND SURFACE (S 1") 2. EDGE OF ACCESS ROAD TO BE DETERMINED IN FIELD BY 2. EDGE OF ACCESS ROAD TO BE DETERMINED IN FIELD BY CO <br /> AND REMOVE CUTTINGS FROM SITE. ENGINEER, AND CONTRACTOR. ENGINEER, AND CONTRACTOR. <br /> TYPICAL SECTION TYPICAL SECTION <br /> TYPICAL SECTION -WORKING PAD GEOSYNTHETIC RUNOUT OPTION GEOSYNTHETIC ANCHOR TRENCH OPTION \— <br /> NO SCALE NO SCALE .A- 4-. <br /> NO SCALE ..� <br /> I 35' <br /> 0 <br /> 3' 3' 17.5' 17.5' z N <br /> A _ N() .o <br /> z mrno <br /> \�2.1�`Ur 2% 2% Q_ 0 5i N <br /> 1 ,? WUL� <br /> �' - �f� REMOVE EX. VEGETATION AND TRACKROLL EX. O m • <br /> ES �=Fl' =u, „- 3 <br /> 18" DITCH IN 1 ..,� SLOPES IN ACCORDANCE WITH GEOTECHNICAL >N c <br /> 6" CRUSHED m `o <br /> y CUT SECTION- SURFACING BASE ENGINEERS RECOMMENDATION (MAX SLOPE 2H:1V). 0 Q a <br /> COURSE (CSBC) STABILIZE SLOPES UPON COMPLETION WITH W <br /> PERMANENT GROUND COVER (HYDROSEED) O o 0 <br /> FINISHED GRADE FABRIC MEMBRANE, TENSAR a <br /> NSTALL SETTLEMENT NORTH AMERICAN GREEN FABRIC MEMBRANE, TENCATE MIRAFI D <br /> 160N, OR EQIVALENT VARIES 6' 4' 4' 12' <br /> PLATE(TYP) BIONET C125 BN, OR n d <br /> Z _ EQUIVALENT SECTION A-A <br /> / <br /> L MISC. IMPORTED FILL <br /> ACCESS ROAD REVISIONS: APPD. <br /> NO SCALE 12 WIDE SERVICE <br /> of \PATH <br /> r, v` <br /> _ CONSTRUCT CUT-OFF <br /> ti WORKING PAD SWALE 0 0.5% MIN <br /> 1 GEOSYNTHETIC DAMSEO 100' CHECK <br /> SEDIMENT POND CRUSTREINFORCEMENT INTERVALS AT TOP OF <br /> LAYER FABRIC MEMBRANE, TENSAR SLOPE <br /> -- _ NORTH AMERICAN GREEN <br /> BIONET C125 BN, OR <br /> b VERY SOFT POND SEDIMENT 12' 2' <br /> _ EQUIVALENT DATE: APRIL,2017 <br /> DESIGN: JIM <br /> SECTION B-B DRAWN: ax <br /> CHECKED: MS <br /> B TYPICAL FILL SECTION 2% z;,- CUT-OFF SWALE DETAIL REVISION <br /> LO NO SCALE NO SCALE <br /> ` NUMBER: <br /> \` I--II-' <br /> 6" CRUSHED SCALE: <br /> sLL SURFACING BASE PROJECT NUMBER: <br /> U� COURSE (CSBC) CEMX00000005 <br /> FABRIC MEMBRANE, TENCATE MIRAFI <br /> mm 160N, OR EQIVALENT <br /> DRAWING FILE: <br /> U. SECTION C-C EC-008-TS-CEMX0005_Div9.dwg <br /> SERVICE ROUTE SHEET NO. <br /> H <br /> NO SCALE <br /> tt <br /> SP8 <br /> Sor <br /> > <br /> sm <br />