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zz A=COM <br /> < <br /> SEE NOTE 1 <br /> FOR CLARITY,THE PROJECT <br /> e 21 SEMI ELLIPSOIDAL SECTION SHOWN IS NOT 1 114"TYP 7"POLYURETHANE COATIN <br /> OR TORISPHERICAL THROUGH THE SPLICE HOLDBACK POUDRE PONDS <br /> TEST HEAD(SEE NOTE 2) SHOP APPLIED HEAT SHRINK IMPROVEMENTS AND <br /> a SECTION A [ALLBUTTSTRAP JOINTS <br /> SHALL BE WELDED ON THE 3"MIN OVERLAP <br /> 1 EXTERIOR,BOTH ENDS POLYURETHANE SLEEVE APPLIED ON SHOP APPLIED <br /> COATING(TYP 3" AFTER AIR TEST COATING <br /> (TYP) RESTORATION PROJECT <br /> N POND B SLURRY WALL <br /> - _ AND INTERCONNECT PIPE <br /> FOR CONSTRUCTION <br /> `m 1 7212 FIELD APPLIEDURETHANEPOLYURETHANE AFTER CLIENT <br /> JOINT SPACE HOLDBACK COMPLETION OF BACKFILL <br /> SEE NOTE 1 r2"MIN,7"MAX 2 1/2"MIN UN City of Greeley <br /> POLYURETHANE ) 7 <br /> NOTES: _ LINING <br /> 1 PROVIDE 1"THREADED 300LB HALF <br /> o COUPLING,FACTORY INSTALLED ON 60°\ <br /> STEEL PIPE WITH V THREADED SCH 40, BUTT STRAP JOINT COATING AND LINING DETAIL <br /> HOT DIPPED GALVANIZED NIPPLE AND <br /> m BRONZE BALL VALVE AT TOP OF PIPE / \ NOT TO SCALE <br /> WHERE PIPE END IS HIGH POINT OR AT // �\ CONSULTANT <br /> BOTTOM OF PIPE WHERE PIPE END IS LOW / \ 1/4"x 1"BACKING AECOM <br /> POINT IN PIPELINE / \ PLATE FOR FULL <br /> a` 7595 TECHNOLOGY WAY <br /> 2 TEMPORARY TEST PLUG AND WELDS WIDTH OF JOINT NOTES: DENVER,CO 80237 <br /> SHALL BE DESIGNED BY THE PIPE SPACE T 1-303-740-2600 F 1-303-694-3926 <br /> FABRICATOR TO RESIST THE DESIGNATED 1 BUTT STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD WELDING www aecom corn <br /> TEST PRESSURE WELD JOINTS FOR I (TYP)STRAP STEEL PIPE BACKING PLATE TO BE INSTALLED WITHIN JOINT SPACE BETWEEN THE TWO ENDS OF PIPE <br /> THRUST CYLINDER BEYOND TO BE JOINED BY THE BUTT STRAP BACKING PLATE IS FOR WELD BETWEEN THE TWO BUTT L 1 T H S <br /> / SECTION 2 STRAP 0"MAXIMUM LENGTH OF TYPICAL BUTT STRAP FOR FIELD CLOSING SECTION(SEE ^ <br /> / ENGINEERING <br /> 2" 31 TAPERED / SPECIFICATIONS) Lithos Englneenng <br /> MIN TRANSITION/ 3 SEE JOINT DETAILS FOR TYPICAL LAP WELD ON POLYURETHANE COATED STEEL PIPE AND <br /> / FOR ADDITIONAL INFORMATION ON COATINGS,LININGS,AND OTHER REQUIREMENTS 2750 S Wadsworth Blvd,Sure D-200 <br /> i Denver,Colorado 80227 <br /> BUTT STRAP SPLICE SECTION 4 "t'INDICATES THE THICKNESS OF THE STEEL PIPE AT THE SECTION WHERE USED Office 303 625 9502 <br /> NOT TO SCALE www LrthosEng com <br /> DETAIL- EXTERNAL TEST PLUG <br /> NOT TO SCALE <br /> 0 DETAIL- STEEL PIPE WELDED BUTT STRAP JOINT <br /> c~i NOT TO SCALE <br /> w -- <br /> z <br /> z <br /> FORU <br /> z <br /> z <br /> m 7"LINING CONSTRUCTION <br /> 0O HOLDBACK ON BELL <br /> a <br /> fi"NOMINAL BELL <br /> O <br /> < 4"MAX, <br /> 2"MIN LAP 2"MIN <br /> p (SEE NOTE 1) <br /> 0d 4"POLYURETHANE COATING 3"MIN OVERLAP ON REG7 <br /> HOLDBACK ON BELL •. ST <br /> 3 COATINGP(TYP) c� f <br /> U HEAT SHRINK SLEEVE <br /> POLYURETHANE LINING IN 37269 <br /> 9 FIELD AFTER COMPLETION <br /> N OF BACKFILL <br /> w t <br /> w 3"MIN SHOP APPLIED L <br /> r=n SHOP APPLIED III POLYURETHANE <br /> 7 POLYURETHANE COATING <br /> COATING <br /> U <br /> I <br /> 1/16"CHAMFER ON INSID <br /> m CORNER OF BELL,TYP ISSUEIREVISION <br /> 0 <br /> SACRIFICIAL HEAT SHRINK PLANT SPUN <br /> < SLEEVE POLYURETHANE LININ <br /> 2 1/2"POLYURETHANE LINING 0 11/06/2020 1 ISSUED FOR CONSTRUCTION <br /> HOLDBACK ON SPIGOT IIRI DATE I DESCRIPTION <br /> z <br /> O <br /> o_ <br /> w <br /> 0 0' <br /> 0 <br /> —O <br /> o a <br /> I <br /> NOTES: <br /> a g 1 2"MIN FROM BELL TANGENT TO WELD <br /> aof <br /> _tomt <br /> �5 <br /> N <br /> aU <br /> 4 a PROJECT NUMBER <br /> R N Project Number 60609097 <br /> �U <br /> F 9 SHEET TITLE <br /> DETAIL- STEEL PIPE SINGLE LAP-WELDED JOINT PIPE DETAILS <br /> of NOT TO SCALE <br /> >3 <br /> o❑ <br /> m E <br /> SHEET NUMBER <br /> LL C-12 <br />