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60"CHDPE B <br /> PIPE STUB, 414 <br /> FIELD FIT TRANSITION STEEL <br /> 60"DIA.CHDPE LENGTH REDUCER(REF.DWG.415) <br /> 60"X 48"CHDPE <br /> PIPE(NEW) REDUCING TEES <br /> (TYP 2) 50"CMP <br /> (EXISTING) <br /> -Tl <br /> FLOW / <br /> 36" DIA.RING AND SPLIT 50"CMP AT TOP IF REQ'D TO NOTES: <br /> CAST IRON COVER FOR MANHOLE 60"CHDPE INSERT TRANSITION SPOOL PIECE. 1. CONSTRUCT PER SPECIFICATION 03300:CAST-IN-PLACE CONCRETE. <br /> PIPE STUB, O SEAL ANNULUS W/RAMNECK OR 2. CHAMFER EXPOSED CONCRETE CORNERS "(NOT SHOWN). <br /> FIELD FIT OTHER APPROVED CAULK. 3. DAYLIGHT 12 G COPPER HDPE LOCATING WIRE AT MANHOLE,LEAVE.MIN.6' <br /> LENGTH EXPOSED. <br /> CONCRETE ENCASEMENT BLOCK, <br /> FIELD LOCATED BOLLARD, MIN.12"ALL SIDES <br /> (TYP 2)REF.DETAIL DWG.416 <br /> 48"CHDPE VENT/OVERFLOW, <br /> EXTEND TO DAYLIGHT O <br /> LL <br /> 1 TRANSITION STRUCTURE <br /> x PLAN VIEW <br /> E_ <br /> U <br /> N 0 2 4 6 5 <br /> n Scale in Feet <br /> e <br /> a <br /> 60"DIA.MANHOLE LID W/T RISER SECTION <br /> E <br /> 48"DIA.CHDPE CENTER OVER REDUCER TEE. <br /> LL GROUND PIPE <br /> X SURFACE MIN.6" 48"CHDPE <br /> (APPROX.) GRADE BEAM 48"DIA.CHDPE 45"ELBOW <br /> (TYP 2) <br /> VENT/OVERFLOW <br /> E <br /> PIPE <br /> a <br /> C 5,-3„ <br /> m 11'-0' <br /> a <br /> H 6"COMPACTED GRAVEL FLOW <br /> —J� <br /> UNDER GRADE BEAMS 1-0 <br /> #5 REBAR, <br /> NOTE: MATCH 48"CHDPE 16"O.C.E.W.E.F. <br /> 112 <br /> LL PIPE BEDDING NOT <br /> t PIPE INVERT TO <br /> SHOWN. TOP OF 60"CHDPE — <br /> LL — — _ PIPE OVERLAP REBAR <br /> FLOW 50"CMP INVERT 24"MIN. <br /> ROTATE 60"X <br /> 11030.6'(APPROX. 48"REDUCING <br /> TEE 45" CONCRETE <br /> ENCASEMENT <br /> o NOTE: 60"X 48"CHDPE <br /> PIPE BEDDING NOT REDUCING TEE(TYP 2) T BLOCK <br /> SHOWN. T <br /> a <br /> x <br /> �\ 6"GRAVEL BED, <br /> TRANSITION STRUCTURE NOTE: TRANSITION STRUCTURE / s 1 COMPACT W/4 PASSES <br /> g TRANSITION <br /> ale 50"CMP INVERT ELEV.IS TcnoN aIa VIBRATORY PLATE COMPACTOR <br /> v APPROXIMATE. SET 60" <br /> Z CHDPE INVERTAT <br /> 0 2 a 5 5 EXISTING 50"(:MP INVERT. 0 2 4 5 8 <br /> Scale in Feet Scale in Feet <br /> 9 <br /> c NO. DATE MADE BY CKD.BY REMARKS DRAWING NO. REFERENCE Climax Molybdenum Climax Mine <br /> �7his drawing together With any and all additions, a) r <br /> Q 05115 TEM SMM ISSUED FOR BID corrections, changes and alterations thereof is the �,C/�maxMolybdenum INTERCEPTOR REHABILITATION PROJECT <br /> 0 0 03/19 DCM SMM ISSUED FOR CONSTRUCTION property of Climax Molybdenum Compony and is Climax,CO <br /> Q furnished on the express condition that it shall IL A FI"PWf-MCA#OR9n CO/Apany WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) �' 9/1/16 <br /> — not be reproduced, copied, lent, or disposed of z DCM As Noted <br /> directly or indirectly, nor used for any other W 3700 S.INCA STREET DRAWING NO. <br /> 0 specifically tumished w W.W.WHEELER I—LEW000,CO 811 10-3405 TRANSITION STRUCTURE SMM 1211/16 <br /> purpose than far Which it is y <br /> Without the prior Written consent of sold C/irnoX LL ` 6 A980CIATE fi, INC 3C3-']61-4130 �cc[prm Er 3-520-00414 <br /> M d}bdenum Company.' LU w.re. ."s e„e„"".., rAx 3C3-961-2BO2 STRUCTURAL PLANS,SECTIONS,AND DETAILS ... <br /> d <br />