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0 <br />r- -1 <br />I VI <br />1 11 <br />L 1�1 <br />1 (�I <br />1 vTl <br />ut <br />6i> <br />GI6 <br />�Iry <br />NIU <br />60' ID. STEEL casmG PPE <br />4� ED. MORTAR LINING <br />PVC k METAL SKIDS BOLTED <br />TO CARRIER PIPE SPACED O <br />T MAXIMUM INTERVALS OR AS <br />RECPMMEB., BY E / <br />MANUFACTURER <br />CARRIER /CASING PIPE DETAIL <br />NOT TO SCALE <br />EXCAVATION TO <br />DESIGNED BY <br />SELECT BFCKFlIL <br />%PE BEDDING <br />J` <br />F- <br />COMMON <br />BACKFILL <br />TD. SOIL <br />BACKFILL 3.0' BELOW FINAL FNAL GROUND SURFACE SHUNT P) — <br />0.01 OXM - a 9 AMPERE <br />501L-BENTpVITE <br />a> BACKFILL <br />EXTEND SOIL- BENTONITE BACKFILL AT LEAST <br />20' BEYOND LIMIT OF TRENCH EXCAVATICN AT LOCATION <br />AT I OF EXISTING SLURRY WALL SEE NOTE 8 <br />AVATO <br />OF EXISTING SLURRY WALL <br />.I \ \ \ \ \\ <br />SEE NOTE B <br />\ S S \ \ A <br />0.0' MIN. <br />ENCASE PIPE TIN <br />Y \ <br />42' DIA, STEEL PIK <br />CEMENT- BENTONITE BACKFILL <br />IMSCELLA14EDUS DETAILS <br />ASSUMED LIMITS OF EXCAVATION FOR <br />SEE DETAIL e <br />BACKFILL <br />FRENCH BOX OR SHORING. BEYOND SECTION <br />8' HOPE PIPE WIIN <br />9' WIDE <br />EXTEND CEMENT- BENTONITE BACKFILL AT LEAST <br />8' COLLAR AT APPRO L <br />COLLAR <br />2.0' INTO BEDROCK <br />GROUND SURFACE STA 8.80 ONLY <br />SECTION e <br />VARIES AT SLURRY WALL 9,4 <br />MIN. 0 5 10 20 30 <br />SCALE IN FEET <br />"I ", I VARIES I-1.0' MIN, <br />TYPICAL SECTION <br />APPROX STA, 1+00 TO 4400 <br />AND 6+50 TO 8+65 / N \ <br />NOT TO SCALE 4 <br />WELD ALL WIRES AND BOND VANES <br />MOLD LD CAP (TYP.)� 14 AIM TYPE HMWPE <br />1 <br />'EE NOTES 1 k 3 <br />COUPLING FOLL OWER / <br />RING (TYP.) —/ DRESSER STYLE COUPLNG <br />NON - INSULATING MECHANICAL COUPLING <br />JOINT BONDING DETAIL <br />MOT TO SCALE <br />SOIL- BENTONITE <br />BACKFlLL Q EXISTING <br />SLURRY WALLS <br />3/6 -INCH THICK COLLAR \\ <br />WELDED ALL AROMND ♦ \; \ \\ J. D' <br />`\T <br />42 -INCH STEEL R- <br />PIPE <br />8" <br />PIPE - <br />CA TEST <br />STATION <br />LB. ANODE <br />O• <br />MOUNTING J <br />OSn0 (TYP.7 <br />I 1 11 <br />A B C D CAULK BETV <br />SLEEVE AND <br />TEST STATION BOARD WIRING - DETAIL <br />(CARRIER PIPET <br />NOT TO SCALE <br />2' -0' SQUARE X 6' THICK <br />FINAL TEST STATION LID CONCRETE PAD WITH <br />GROUND SURFACE � 1 TWO y4 REBAR E.W. <br />TEST STATION _ <br />TERMINAL BOARD <br />.TEST STATION <br />CENTERED IN C <br />CONCRETE PAD }� <br />TOP VIEW <br />8 -INCH HOPE PIPE AT­` <br />" <br />24" DIA, HE <br />EP <br />-PIPE SLEEVE <br />APPROX. STA, B.BD ONLY <br />OF 45' PIPE <br />PIPE <br />�\� <br />3/9' HICK COLLAR <br />CEMENT- BENTONIIE <br />IMSCELLA14EDUS DETAILS <br />SO60 v <br />v <br />WELDED ALL AROUND 001 <br />BACKFILL <br />MINI L II° N�Nllliiilliiillillllllllillllll <br />- 7 <br />SHUNT <br />FITTINGS <br />STILLING BASIN <br />FRONT <br />ELEVATION <br />TOP OF <br />2.0' MIN_ <br />HOUSING <br />�I.. � <br />7 \ <br />NOT TO SCALE <br />BEDROCK <br />...(BEYOND) <br />50$5 <br />6 <br />2.0' MIN <br />PIPE DETAIL THROUGH/L\ <br />\\ <br />_. <br />SLURRY WALL <br />LB. <br />TEST STATION BOX <br />CENTERED IN <br />CONCRETE PAD <br />0 <br />4' Mlu (TYP.) <br />END VIEW <br />CARRIER PIPE TEST STATION <br />TE NATIONS NO, 2 AND NO. S) <br />(SEE NOTES I THROUGH 8) NOT TO SCALE <br />PIANO <br />STOP <br />1 t/2 <br />HArvOJ LE <br />HANDLE <br />3 <br />i " <br />318' STAINLESS STEEL BOLTS <br />(TW MOTH LOCK NUT ON INTERIOR - <br />/ 6 EWNLY SACED <br />2,-B <br />-B <br />O <br />24" DIA, HE <br />EP <br />-PIPE SLEEVE <br />OF 45' PIPE <br />PIPE <br />�\� <br />FINAL GROUND <br />IMSCELLA14EDUS DETAILS <br />SO60 v <br />v <br />SIIRFaCE <br />NO. <br />MINI L II° N�Nllliiilliiillillllllllillllll <br />- 7 <br />II \` <br />FITTINGS <br />STILLING BASIN <br />FRONT <br />ELEVATION <br />GAGING <br />STATION <br />HOUSING <br />�I.. � <br />7 \ <br />NOT TO SCALE <br />FINAL GROUND L - - - -7 <br />SURFACE <br />GF.'H OT <br />8- 1 <br />T <br />T <br />SIDE SECTION <br />GAGING STATION HOUSING <br />NOT TO SCALE <br />3' -0' <br />PIPE SLEEVE 24" DIA. HOPE PIPE SOLLINC <br />WELL - BELOW 1" DIA. W/ PLASTIC <br />318' STAINLESS STEEL BOLTS . <br />40 ELL ANODE MOTH LOCK NUT ON IN TERIO.R - <br />6 EVENP SPACED <br />FINAL TEST STATION <br />GROUND SURFACE / TERMINAL BOARD <br />2' -D- SQUARE X 6- THICK <br />CONCRETE PAD WITH <br />MOUNTING TWO MSS REPAIR E.W. <br />;TUD (If') <br />CADWELD (TYP.) -� <br />STATION BOX <br />NTERM IN <br />TEST STATION BOARD WIRING DETAIL F'I` <br />NOT TO SCALE `.A <br />NOT TO SCALE <br />GAGING STATION <br />5080 . (SEE DETAIL THIS SHEET) "" _.. APPROXIM <br />A LOCATION TO BE FIELD AOOS nRIF SLURRY WALL . _.. _.. . SORG CARPoER PIPE )II I' <br />'4 <br />AT <br />LASING PIPE <br />5075 - - - -.. PRIOR - N. CONSTRUCTION.._. 5075 <br />CASING ENO SEAL <br />AB LB. ANODE <br />i <br />$070 —T .EXISTING (ROUND __.. _ _... 5070 Q <br />I I SURFACE MONDSURFA CASING PIPE TEST STATION <br />� \ \\ GROUND SURFACE � <br />5065 _... I � \ _. y _.. _. _.. 5065 <br />24-DIA I�I \\ �1 APPROXIMATE STA. 9.47.00 (TEST STATION NO 11 <br />(SEE NOTES 1 THROUGH 6) NOT TO SCALE PP HOPE PIPE LOCATIONS <br />5060 <br />O <br />CITY OF THORNTON <br />\� <br />OF 45' PIPE <br />COCLEI GMNEL PIT <br />PIPIRLOVE <br />HANGING BAFFLE <br />IMSCELLA14EDUS DETAILS <br />SO60 v <br />v <br />NO. <br />MINI L II° N�Nllliiilliiillillllllllillllll <br />- 7 <br />II \` <br />FITTINGS <br />STILLING BASIN <br />5056 <br />�I.. � <br />7 \ <br />1 <br />...(BEYOND) <br />50$5 <br />6 <br />m <br />J 5050 <br />TRENCH PLUGS _ <br />\\ <br />_. <br />\ <br />8' DIA. HOPE TEE <br />w <br />5050 w <br />1. CADWEED ALL WRES TO THE TOP CENTERLINE OF THE PIPE <br />P <br />INVERT <br />ffiE <br />42" CIA STEEL <br />AND COAT WTH MASTIC AND MELD CAP. <br />EL 5401.1 <br />ATN <br />III .\\ <br />PIPE BEYOND ` -� <br />t2 TYP <br />504.5 <br />INVERT OF APE <br />OF <br />5045 <br />m A MINIMUM OF TWO FEET OF SLACK SHALL BE COILED AT <br />\\P\A <br />.. \..\\ <br />�� <br />.. .- <br />EL.RT <br />ME END OF ALL WRES INSCE 1TiE TEST STATION BO%. <br />.... <br />S 50 AS TO <br />tDAMAGE NCONNEC <br />5040 <br />"I,\, <br />_... \ \ \\ \ <br />_... <br />_.. <br />_. _.. <br />5040 <br />NOT OR STRESS THE WIRE ORS. <br />LIMIT OF <br />8' DIA. HOPE PIPE <br />ALL WRES SHALL HAVE SUFECIENT SLACK TO REDUCE <br />PLACE RUBBER GASKET <br />EXCAVATION <br />STRESS ON THE CADWELD CONNECTIONS DURING BACKFlLUNG. <br />BETWEEN FLANGE AND <br />4. ANODES SHALL BE BURIED VERTICALLY OR HORIZONTALLY ON <br />CONCRETE PAD. CONNECT <br />4'X4' %1' CONCRETE PAD <br />1.0' PIPE BEDDING <br />z <br />z <br />OPPOSITE SIDES OF THE PIPE AT A DEPTH EQUAL TO THE <br />RANGE TO CONCRETE <br />WITH 4 - p BARS. TkB <br />i <br />u <br />z <br />u <br />PIPE SPRINGLIKE <br />PAD WITH 3/4" ANCHOR <br />BOLTS AND EPDXY, <br />BOTH WAYS <br />AP <br />S. WRES AkB - M12 PWG. STRauDEO (RED) <br />WRES Oki) - P2 AWG. STRANDED (BUCK) <br />- <br />6. ALL WIRE CONNECTIONS TO THE TERMINAL BOARD SHALL BE <br />MADE USING RING TONGUE TYPE CRIMP CONNECTORS. <br />m <br />m <br />m m m <br />i <br />n m <br />o <br />EACH WqE SHALL BE SOLDERED TO ITS CONNECTOR. <br />m <br />7 CADWELDS ON THE COUPLING FOLLOWER RING ARE TOO <br />STATION (FEET) <br />NARROW TO ACCEPT A WELD CAP; COAT CADWELD WTH <br />PRIMER MASTIC AND TAPE MAP ENCASE ENTIRE <br />PROFILE OF <br />RESERVOIR <br />GAGING <br />STATION <br />HITTING IN IN TAPE WRAP_ <br />0 5 <br />10 20 <br />30 <br />B. PLACE CEMENT- BENTONITE BACKFlLL AND SON- BENTDNTE <br />ALONG PIPE <br />SCALE IN FEET <br />AFTER TRENCH BOX OR SHORING IS REMOVED TO REDUCE <br />THE POTENTIAL FOR SEEPAGE, <br />INSECT MKFN <br />STEEL HOUSING <br />v4" GALV. STEEL <br />2 PIECE HOUSING <br />BASE <br />FLOAT BELOW <br />BY CELT <br />Pi ANG HINGE <br />ROTH SIDES BOLT <br />DOOR HANDLE TO HOUSING <br />(NP') \DPENING (6' . T -6') <br />i 1' ,. <br />PLAN SECTION <br />GAGING STATION HOUSING <br />NOT TO SCALE <br />EXCAVATOR TO <br />OESIGNEO <br />CONTRACT <br />5- DIA. W <br />SECTION <br />APPROX. STA. 8455 TO 9.811/1m <br />NOT TO SCALE T <br />1. INL{RT ELEVATION OF 8- DIA. <br />AND A2' DIA. PIPES TO MATCH. <br />PLAN AND PROFILE SOUTH END OF PIRLNE <br />PLAN AND PRMEE NDtM END OF PIPEUNE <br />0 GEI Consultants, Inc. <br />ENCLEWDOD . COLORADO <br />OE96NEU UNaW CNEIXEO APPgOV <br />I A.i. KL.H. /0 S.q. AT <br />rc <br />TES <br />MIN, <br />ID' My <br />dIN. <br />OE I <br />O <br />CITY OF THORNTON <br />QM IA GRLKI PD TO <br />WTERGOMKECT <br />COCLEI GMNEL PIT <br />PIPIRLOVE <br />IMSCELLA14EDUS DETAILS <br />SHEET <br />NO. <br />MINI L II° N�Nllliiilliiillillllllllillllll <br />- 7 <br />0 0 0 1 0 2 1 4 <br />1 <br />I <br />Y <br />\ <br />2 <br />P <br />` <br />INSECT MKFN <br />STEEL HOUSING <br />v4" GALV. STEEL <br />2 PIECE HOUSING <br />BASE <br />FLOAT BELOW <br />BY CELT <br />Pi ANG HINGE <br />ROTH SIDES BOLT <br />DOOR HANDLE TO HOUSING <br />(NP') \DPENING (6' . T -6') <br />i 1' ,. <br />PLAN SECTION <br />GAGING STATION HOUSING <br />NOT TO SCALE <br />EXCAVATOR TO <br />OESIGNEO <br />CONTRACT <br />5- DIA. W <br />SECTION <br />APPROX. STA. 8455 TO 9.811/1m <br />NOT TO SCALE T <br />1. INL{RT ELEVATION OF 8- DIA. <br />AND A2' DIA. PIPES TO MATCH. <br />PLAN AND PROFILE SOUTH END OF PIRLNE <br />PLAN AND PRMEE NDtM END OF PIPEUNE <br />0 GEI Consultants, Inc. <br />ENCLEWDOD . COLORADO <br />OE96NEU UNaW CNEIXEO APPgOV <br />I A.i. KL.H. /0 S.q. AT <br />rc <br />TES <br />MIN, <br />ID' My <br />dIN. <br />OE I <br />1° !I-, -Pw <br />CITY OF THORNTON <br />QM IA GRLKI PD TO <br />WTERGOMKECT <br />COCLEI GMNEL PIT <br />PIPIRLOVE <br />IMSCELLA14EDUS DETAILS <br />SHEET <br />NO. <br />MINI L II° N�Nllliiilliiillillllllllillllll <br />- 7 <br />0 0 0 1 0 2 1 4 <br />