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LABEL THE BRASS INERT FILL <br /> BOLTS WITH A <br /> PERMANENT BACKFILL TO BE COMPACTED TO <br /> j MARKER SIMILAR <br /> HTO <br /> IS 95%STANDARD PROCTOR DENSITY <br /> 0 o. TOP OF SLOPE LINER ELEVATION 5083.0 — — — — — — <br /> BLUE PLASTIC MARKER AND POST <br /> 1 DIA PROJECTED MH COVER MODEL#TVPT178UB2 TRACE TRACE <br /> HS20 RATED MH STEPS DECAL#GD8-1334K SOUTH NORTH <br /> PRECAST CONCRETE BY:RHINO MARKINO AND PROTECTM SYSTEM. IZ <br /> MANHOLE&LID (OR APPROVED EQUAL.) <br /> TRACER WIRE I ON SITE / <br /> TEST STATION GRANULAR / <br /> BACKFILL <br /> MATERIAL <br /> MOTE: LOCATING TAPE / <br /> ALL TRENCHES SHALL BE SLOPED, <br /> BRACED,OR SHEETED IN / <br /> REMOVE CAP AND CONFORMANCE MATH O.S.HA. <br /> GROUND ATTACH TRACE OR STANDARDS AND TO ACCOMMODATE / <br /> J W SURFACE ANODE TEST WIRE STRUCTURES. <br /> EMENT BACK AND EXISTING <br /> r-a BACK TO BACK OF <br /> a BRASS BOLTS 12" TRACER WIRE <br /> O <br /> 12"DIA.SLOTTED SDR17 PVC PIPE <br /> (SLOT SIZE.05')CERTAINTEED WELL <br /> TYPICAL 48"MANHOLE PLAN VIEW 1 CASING(ORAPPROVED EQUAL) <br /> 1 TOP OF PIPE 12" 8"DIA SOLID SDR35 PVC PIPE <br /> 0 2' 4' 1 -SLOTTED PERIMETER TRENCH <br /> (1� .BEDDING MUST BE IN CONTACT WATH <br /> UNDISTURBED PITRUN <br /> SCALE IN FEET BRING UP WIRES <br /> ON INSIDE OF #12 AWG SOLID,STEEL CORE <br /> PIPE BEDDING MATERIAL <br /> MARKER SOFT DRAWN TRACER WIRE, <br /> 250#AVERAGE TENSILE BREAK ! g� 112"DIA CRUSHED ROCK <br /> LOAD..30 MIL HIGH I �� USED ALL AROUND <br /> MOLECULAR-HKIH DENSITY �,\J j (BEDDING TO BE COMPACTED AROUND <br /> POLYTHYLENE JACKET j I-�-12• PIPE W/HANO EQUIPMENT TO A <br /> TRACER WIRE 1 FRONT BACK FPO MINIMUM 70%RELATIVE DENSITY) <br /> TEST STATION 12" <br /> 5'MAX <br /> PY� <br /> 8"THICK CONCRETE COLLAR SECURE TRACE WIRE <br /> TO PIPELINE WITH TAPE <br /> MH COVER AND COLLAR TO BE—, EVERY 51. <br /> SET 12"BELOW FINISHED GRADE <br /> FINISHED GRADE TYPICAL TRENCH DETAIL <br /> TRACER WIRE B MARKER DETAIL <br /> 16"MAX NTS <br /> SCALE IN FEET <br /> T SHIMS GROUTED <br /> 12"TYP A <br /> 1 <br /> 30"MIN. 8"DIA SOLID SDR35 PVC PIPE =i 12" OPEN CHANNEL \ I <br /> 48"MAX. <br /> 3/4"CHAMFER <br /> MANHOLE 12"FLAP GATE -3' -8' - <br /> RUNGS SERIES 6000 MODEL 10C(FLAT BACK) <br /> 12"O.C. BY FRESNO VALVE&CASTING INC. <br /> a ____ OR APPROVED EQUAL <br /> VARIES PRE-FORMED GASKET "- __ jt <br /> z 27 <br /> 4' 2' <br /> 5%SLOPE <br /> .4 ASTM C-478 <br /> MANHOLE SECTIONS _T PLACE 5'X5'X12"RECYCLED <br /> VARIES CONCRETE ON 6"OF#67 PLACE 5%5'X12"RECYCLED <br /> ROCK BEDDING CONCRETE ON 6"OF#67 <br /> y4 0.5' 0.5' #Sk Q 12" <br /> 12" ROCKBEDDING <br /> 8 O.C.,E.W. ___________________ <br /> r ON-SITE FINE GRAINED SOILS COMPACTED TO 95% 1— —4'— <br /> _ <br /> 12"DIA.SLOTTED SDR35 PVC PIPE <br /> STANDARD PROCTOR SECTION A-A <br /> (SLOT SIZE.05') WITHIN 10'OF HEADWALL <br /> 8"DIA SOLID SDR35 PVC PIPE 0 2' 4' <br /> COMPACT&PREPARE SUBGRADE <br /> TO 95%STANDARD PROCTOR SCALE IN FEET <br /> USING EXISTING ON SITE SOILS <br /> s 067 ROCK LEVELING COURSE <br /> iT CONCRETE HEADWALL DETAIL <br /> I12"3 ROCK IF SUBGRADE IS UNSTABLE <br /> 11 <br /> b SCALE IN FEET <br /> Y PRECAST CONCRETE BASE COMPACT SUBGRADE PRIOR TO <br /> ROCK OR BEDROCK PLACING ROCK <br /> SOILS <br /> HATCHERY PIT PHASE 2 SLOPE LINER <br /> R TYPICAL 48"MANHOLE SECTION REVISIONS Details <br /> 0 2' 4' NO. DESCRIPTION DATE BY <br /> 1 OWNER REVIEW NOV 2018 CJH <br /> SCALE IN FEET 2 AGENCY REVIEW NOV 25%CJH D E E R E SL A U L T sw s.AiRPCRT Ro.,einc A,surf xas <br /> �ONOMONT,CO 80503 <br /> 111111 <br /> 8 TEL JOl65t.11B FA%J0.1851.t48B <br /> DESIGNED BY: CJH APPROVED BY. CJH SHEET: <br /> b' DRAWN BY: ITR DATE: NOV 2018 0247.024.00 13 Of 13 <br /> CHECKEDBY: CJH SCALE:ASNOTED <br />