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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 /> MI <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) _ <br /> -- --- __ FILL FROM ONSITE SOURCE <br /> --_ -- --- FILL FROM ONSITE SOURCE Q <br /> PLACE IN 1.0' TO 2.0 LIFTS - PLACE IN 1.0 TO 2.0 LIFTS <br /> Z TEMP CUT SLOPE\ COMPACTED BY TRACK-WALKING COMPACTED BY TRACK-WALKING <br /> SEE NOTE 2 TEMP CUT SLOPE Z <br /> SEE NOTE 2 (/� W w O <br /> 12' ACCESS ROAD WORKING PAD WORKING PAD Z ~ <br /> 12' ACCESS ROAD 0 > C7 <br /> SEDIMENT POND CRUST -f- OR LAYDOWN YARD OR LAYDOWN YARD Z <br /> - ..- EX FILLNiiishilli <br /> EX FILL. , <br /> W - W <br /> _ I_ �- co W Q <br /> EX SEDIM NT SURFACE — — — "F. EX SEDIM NT SURFACE J ` , <br /> VERY SOFT POND SEDIMENT V <br /> GEOSYNTHET1C ANCHOR TRENCH ©� GEOSYNTHETIC o <br /> NOTES: S REINFORCEMENT REINFORCEMENT z (n W <br /> RUNOUT >- w <br /> 1. GEOSYNTHETIC REINFORCEMENT LAYER (AREA 1 ONLY) j <br /> HIGH STRENGTH GEOTEXTILE NOTES: NOTES: O W W <br /> TENCATE CR330 (OR APPROVED EQUAL) 1. EXCAVATED SOILS TO CONSTRUCTED TEMPORARY ACCESS 1. EXCAVATED SOILS TO CONSTRUCTED TEMPORARY ACCESS z <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 /> 2. PREPARED SEDIMENT CRUST POND SEDIMENT SURFACE. POND SEDIMENT SURFACE. vJ <br /> A. PUMP OFF ALL PONDING WATER <br /> B. CUT ALL VEGETATION TO GROUND SURFACE (<1") 2. EDGE OF ACCESS ROAD TO BE DETERMINED IN FIELD BY 2. EDGE OF ACCESS ROAD TO BE DETERMINED IN FIELD BY <br /> AND REMOVE CUTTINGS FROM SITE. ENGINEER, AND CONTRACTOR. ENGINEER, AND CONTRACTOR. m <br /> TYPICAL SECTION TYPICAL SECTION <br /> TYPICAL SECTION -WORKING PAD GEOSYNTHETIC RUNOUT OPTION GEOSYNTHETIC ANCHOR TRENCH OPTION \f <br /> NO SCALE NO SCALE NO SCALE "�o y,! <br /> �y <br /> .may <br /> -' 35' <br /> Ai 3' 3' 17.5' 17.5' i N <br /> $ (A N m o <br /> ZRI ;o <br /> y ,��CUT 2% 2% >Q_ o w N <br /> *---Q <br /> . .7, -t._,,,-- __ _. LV m m N <br /> \/ - , \?7 REMOVE EX. VEGETATION AND TRACKROLL EX. O 0 c a e <br /> d - ���-��� �".E SLOPES IN ACCORDANCE WITH GEOTECHNICAL O • 0 <br /> 18" DITCH IN 6" CRUSHED `� >N = `o <br /> SURFACING BASE ENGINEERS RECOMMENDATIONSLOPE 2H:1V. 4 co 3 m t <br /> En CUT SECTION- (MAX( ) <br /> STABILIZE SLOPES UPON COMPLETION WITH p Q a <br /> COURSE (CSBC) 0 3 w <br /> FINISHED GRADE PERMANENT GROUND COVER (HYDROSEED) i <br /> FABRIC MEMBRANE, TENSAR FABRIC MEMBRANE, TENCATE MIRAFI Q 4 m <br /> INSTALL SETTLEMENT NORTH AMERICAN GREEN 160N, OR EQIVALENT VARIES 6' 4' 4' 12' <br /> PLATE (TYP) BIONET C125 BN, OR O <br /> Z EQUIVALENT �2�� _ <br /> m 1 \ , MISC IMPORTED FILL SECTION A-A �Z, /r7 <br /> ACCESS ROAD ` �\ ti` / REVISIONS: APPD. <br /> NO SCALE 12' WIDE SERVICE <br /> -A �PATH <br /> Z CONSTRUCT CUT-OFF <br /> WORKING PAD SWALE ® 0.5% MIN <br /> GEOSYNTHETIC SLOPE W/ROCK CHECK <br /> i REINFORCEMENT DAMS ® 100' <br /> ' SEDIMENT- POND CRUST- INTERVALS AT TOP OF <br /> 9 -- -- - LAYER FABRIC MEMBRANE, TENSAR <br /> w - NORTH AMERICAN GREEN SLOPE <br /> BIONET C125 BN, OR <br /> VERY SOFT POND SEDIMENT 12' 2' <br /> EQUIVALENT DATE: APRIL,2017 <br /> SECTION B-B DESIGN: MI <br /> DRAWN: CX <br /> CHECKED: JIS <br /> s TYPICAL FILL SECTION r% z-- CUT-OFF SWALE DETAIL REVISION <br /> w NO SCALE NO SCALE NUMBER: <br /> i- <br /> �3 iii" :1.1151=1))))�I, ,li -11 1 SCALE: <br /> VI <br /> 6" CRUSHED <br /> sLL SURFACING BASE <br /> PROJECT NUMBER: <br /> . COURSE (CSBC) <br /> FABRIC MEMBRANE, TENCATE MIRAFI CEMX00000005 <br /> 160N, OR EQIVALENT <br /> DRAWING FILE: <br /> SECTION C-C <br /> EC-008-TS-CEMX0005_Div9.Mg <br /> AA SERVICE ROUTE SHEET NO. <br /> NO SCALE <br /> 5SP8 <br /> sR or 9 <br />