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II <br />wil <br />1 V I <br />I I <br />I �I <br />1 E1�`I <br />I I I <br />1 VI <br />F I N C <br />C W <br />ED U <br />O <br />SURFACE <br />6 -I6 -00 <br />SEE NOTE 5 <br />DAHLIA PIT <br />I <br />~ _y_ -< <br />GEOTEXTtE _ I <br />I.B UMA (TYE.)R�� <br />RIPRAP MGNG BAFFLE <br />Il I SMUNG BASIN <br />SEE SHEET 5 FOR DE <br />ANTS OF \ <br />91E gSrURBANCE \ <br />APPROXMATE LOCATION OF \ \ <br />TEMPORARY COFFERDAM <br />TO BE DESIGNED <br />BY CONTRACTOR <br />DAHLIA PIT <br />APPROXMU]F SLURRY <br />4A1fR SURFACE 6 -16 -00 HANGNG BaFnE / LOCATION - SEE NOTE 2 <br />SE£ NOTE 5 SMUNG BASIN <br />INSULATING FLANGE <br />OBM5 STYLI COUPLING <br />APPROXMATE LOCATION / <br />TEMPORARY JOINT IN PIPE SEA. 1a10 <br />COFFERDAM <br />__.,EpyE-BESIGNED _ j__._____ -_ <br />BY CGNIRALAOR -{� <br />NOTE T <br />1 <br />v.. 1, o •• i. 1 <br />� <br />v" - o <br />______ .______- .________.___- ____. -___ <br />5065 <br />___ <br />175' NEST OF PROHL£, SEE NOE 7 <br />WIN <br />FA <br />96" MA. NH <br />L t <br />WATER SURFACE 6 -I6 -M <br />SEE NOTE 5 <br />1 <br />w <br />I <br />____ --- - -.- -. - - -. - .--- ___- ,__. -__ -__ -_ ____- ___ <br />5 W 0 <br />- -- <br />BE DESIGNED BY CONTRACTOR <br />_ <br />- - - - S <br />.. <br />8- OA HOPE <br />} <br />__ <br />RISER PIPE, SEE SHEET 4 <br />PL ACE RIPRAP <br />CONCRETE <br />LIANA OF <br />� <br />APPROXMATE BEDROCK C0.YTACT � � <br />LANDING <br />_ __ _ <br />7EXCA <br />60'OA STEEL CASING PIPE <br />EXISTING GROUND <br />0 PIPE BFDOMG <br />:SECT <br />THROUGH CLWTRACTORS TEMPORARY <br />I�ROAO 3 <br />/ FARTEPPCRT <br />SURFACE <br />J' MIN LOWER <br />EL 504975 <br />0 <br />[FILL <br />/ <br />EXGVARON <br />IRFNCN MU45 <br />DRESSER SIN E _ <br />5050 <br />._ <br />C01AMOl <br />FLOOR <br />STA. 1 +50 AND STA. I+65 <br />60. OIA. STEEL CAAN6 PIPE <br />ON BEDROCK BACKFlLL <br />SE£ SHEET 7 <br />i <br />-NT M PIPE <br />5035 <br />STA. J475 <br />_. _ __.___- <br />• <br />SG. <br />5045 <br />STA. ST0. STA. <br />STA. <br />STA. <br />STA. <br />0+00 1 +00 <br />2 +09 2 +15 p495 <br />IA <br />4+00 <br />1 <br />5+00 <br />D IO zo SID fio <br />SECTION <br />%A� <br />BE <br />T <br />HORIZONTAL SCALE IN FEET <br />T Si <br />N1� <br />$ I <br />STA. 0 +00 TO STA. 6 +00 <br />9 <br />5�J <br />i <br />1 <br />LINE BERN FIlL\ <br />MOM: <br />E <br />EET J <br />6 <br />PIPE, 2UHI GATE, AND CATE JAULT DETAILS <br />SURVEY OF PROJECT SITE MADE BY SELLARDS AND GRIGG, INC., OCTOBER 1997 <br />6. CONTRACTOR SHALL CALL ME UTILITY NOTIFICATION CENTER OF COLORADO <br />60' DU. <br />5 <br />HANOIG BARITE SWUNG BASIN AND STRIKMAL GRAILS <br />AND JANUARY 1998. <br />(1 -1100- 922 -19137) AND KANEB TURBINE COMPANY (b3- 2116 -6 4 001 TO LOCATE ALL <br />PIPELXE <br />2 <br />CHURLS PRIOR TO CONSTRUCTION. WE CONTRACTOR IS RESPONSIBLE FOR ANY <br />1 5 fL <br />CASING PIPE <br />PLAT qp0 PROMS KKRTH END OF <br />SLURRY WALL LOCATION IS ESTIMATED FROM HALL -IWMN CONSTRUCTION COMPANY, <br />DAMAGE CAUSED TO ANY EXISTING DILUTES. <br />T lP <br />s <br />° SIT' <br />OIA. STEEL PIPE <br />CODIFY GRAVEL - DAHUA GRAVEL PIT AS BUILT SLURRY AUGNMENT" BY ROCKY <br />0 <br />B- Oil <br />i <br />II <br />SHEET 7 <br />7. APPROXIMATE BOREHOLE LOCATIONS ARE DROWN. FOR SUBSURFACE STRATIGRAPHY <br />A <br />S <br />A <br />5. 5 <br />B' <br />N <br />GEI Consultants, Inc, <br />B. SEE SHEET 5, PLAN NEW OF HANGING BAFFLE STILLING BASIN, FOR STRUCTURE <br />ENGLEW000 COLORADO <br />5. HGL NOT SHOWN WE TO VARIATION OF WATER SURFACES IN THE GRAVEL PITS. <br />LOCATION COORDINATES <br />l <br />ACTUAL WATER SURFACE ELEVATION KILL VARY WRING CONSTRUCTION. <br />DERGNEO <br />ORDAN <br />CHEIXED <br />gPPRONE( <br />1\ <br />B E I H <br />> <br />R.JA. <br />CA.T. <br />RJ.H. <br />E I <br />1 <br />t <br />5 <br />^ <br />£L. 5049.25 <br />of <br />B- 02 <br />VAR11 <br />5 S - <br />I R TO <br />CONTRA FOR r0 KI' <br />L <br />OCA B <br />PRIOR TO <br />I FfFNO <br />I C <br />5]WUCIIPV i <br />NOTE 6 <br />• p <br />ADU <br />I <br />IS 4 A <br />B -202 <br />GORE HOLE - PLAN, PRCFILE <br />8-202 <br />I <br />I <br />A <br />SILT FENCE <br />_ <br />OVERHEAD ELECTRIC UNE <br />i <br />I <br />PLAN OF PIPELINE <br />)E Y RIN <br />TO 0 ED B <br />AO SUPPCRr <br />CONTRACTOR <br />NO IF J <br />STA. 0+00 TO 6 +00 <br />9 <br />GAS LINE <br />WATER <br />� <br />fi -FSURFACE 6-DO <br />— 1 <br />TELEPHONE LINE <br />SEE NOTE 5 <br />- ' -' - -- <br />DETOUR ROAD CENTERLINE <br />EDGE OF ASPHALT <br />APPROXIMATE ALIGNMENT OF <br />EXISTING <br />0 10 20 40 60 <br />FENCE <br />DfT(MAR ROAD £ <br />BBTI AVENUE <br />TEST STATION <br />TEST STATION <br />M2 WITH ANODES <br />SCALE IN FEET <br />o w <br />tLLN <br />B -UD B <br />-201 VARICVS UTILITIES- <br />I <br />p1 WTI ANODES <br />-- - - - - -- - <br />EDGE OF DETOUR ROAD <br />Elr <br />T 7� <br />CONTRACTOR TO KRIFY <br />L 7ANONS PRIOR TO <br />SIRUChON NO <br />'0. _ <br />8 <br />- - <br />WATER SURFACE <br />w <br />s m m <br />_ - - -_ <br />-SEE <br />1I <br />-, <br />, B -ID2 <br />-202 <br />__ <br />— SLURRY— <br />SLURRY WALL <br />50)0 <br />NOTE ? <br />B <br />TEST STATION <br />DAHLIA PIT <br />APPROXMU]F SLURRY <br />4A1fR SURFACE 6 -16 -00 HANGNG BaFnE / LOCATION - SEE NOTE 2 <br />SE£ NOTE 5 SMUNG BASIN <br />INSULATING FLANGE <br />OBM5 STYLI COUPLING <br />APPROXMATE LOCATION / <br />TEMPORARY JOINT IN PIPE SEA. 1a10 <br />COFFERDAM <br />__.,EpyE-BESIGNED _ j__._____ -_ <br />BY CGNIRALAOR -{� <br />NOTE T <br />v.. 1, o •• i. 1 <br />B -102 PRO.CCMO LOCATION - <br />v" - o <br />______ .______- .________.___- ____. -___ <br />5065 <br />___ <br />175' NEST OF PROHL£, SEE NOE 7 <br />WIN <br />96" MA. NH <br />L t <br />WATER SURFACE 6 -I6 -M <br />SEE NOTE 5 <br />]EMPGRARY EARTI�ROADSUPPORT -- <br />—�TO <br />____ --- - -.- -. - - -. - .--- ___- ,__. -__ -__ -_ ____- ___ <br />5 W 0 <br />- -- <br />BE DESIGNED BY CONTRACTOR <br />_ <br />- - - - S <br />.. <br />8- OA HOPE <br />} <br />__ <br />RISER PIPE, SEE SHEET 4 <br />PL ACE RIPRAP <br />CONCRETE <br />LIANA OF <br />� <br />APPROXMATE BEDROCK C0.YTACT � � <br />LANDING <br />_ __ _ <br />7EXCA <br />60'OA STEEL CASING PIPE <br />EXISTING GROUND <br />0 PIPE BFDOMG <br />:SECT <br />THROUGH CLWTRACTORS TEMPORARY <br />I�ROAO 3 <br />/ FARTEPPCRT <br />SURFACE <br />J' MIN LOWER <br />EL 504975 <br />ISSUED FLAT `L <br />[FILL <br />/ <br />EXGVARON <br />IRFNCN MU45 <br />DRESSER SIN E _ <br />5050 <br />._ <br />C01AMOl <br />FLOOR <br />STA. 1 +50 AND STA. I+65 <br />60. OIA. STEEL CAAN6 PIPE <br />ON BEDROCK BACKFlLL <br />SE£ SHEET 7 <br />i <br />-NT M PIPE <br />5035 <br />STA. J475 <br />_. _ __.___- <br />• <br />SG. <br />5045 <br />STA. ST0. STA. <br />STA. <br />STA. <br />JCNED AREA DENOTES <br />PIPELINE BERM FIL2 <br />5035 <br />STA <br />6100 <br />v.. 1, o •• i. 1 <br />1 6 i <br />v" - o <br />"d.. <br />-CO bOb A'o'p ��OB` A"O o.P R.a .. y,db. O" 6Dao -6 6 "OM¢PD• <br />0.. <br />O <br />WIN <br />L t <br />CEO M., <br />_ <br />____ <br />.. <br />} <br />__ <br />PL ACE RIPRAP <br />LIANA OF <br />� <br />APPROXMATE BEDROCK C0.YTACT � � <br />� � <br />_ __ _ <br />7EXCA <br />OV BEDROCK <br />0 PIPE BFDOMG <br />� <br />ESRMAIED FR011 AERRCAL <br />I/W <br />ISSUED FLAT `L <br />PLACE STLUNG SASIA <br />CAT <br />EXGVARON <br />IRFNCN MU45 <br />veil <br />BORINGS AND SEISMIC REFRACTION <br />UMr ATION <br />C01AMOl <br />FLOOR <br />STA. 1 +50 AND STA. I+65 <br />SORWYING DATA - ACTUAL LOCATON <br />ON BEDROCK BACKFlLL <br />i <br />MAY VARY TROY NAT SHOMN <br />5035 <br />SG. <br />STA. <br />STA. ST0. STA. <br />STA. <br />STA. <br />STA. <br />0+00 1 +00 <br />2 +09 2 +15 p495 <br />3 +W <br />4+00 <br />5+00 <br />D IO zo SID fio <br />SECTION <br />%A� <br />HORIZONTAL SCALE IN FEET <br />STA. 0 +00 TO STA. 6 +00 <br />9 <br />0 2.5 5 10 15 <br />VERTICAL SCALE IN FEET <br />MOM: <br />T <br />MISCELLANEOUS DETAILS <br />6 <br />PIPE, 2UHI GATE, AND CATE JAULT DETAILS <br />SURVEY OF PROJECT SITE MADE BY SELLARDS AND GRIGG, INC., OCTOBER 1997 <br />6. CONTRACTOR SHALL CALL ME UTILITY NOTIFICATION CENTER OF COLORADO <br />5 <br />HANOIG BARITE SWUNG BASIN AND STRIKMAL GRAILS <br />AND JANUARY 1998. <br />(1 -1100- 922 -19137) AND KANEB TURBINE COMPANY (b3- 2116 -6 4 001 TO LOCATE ALL <br />PIPELXE <br />2 <br />CHURLS PRIOR TO CONSTRUCTION. WE CONTRACTOR IS RESPONSIBLE FOR ANY <br />4 <br />PLAT qp0 PROMS KKRTH END OF <br />SLURRY WALL LOCATION IS ESTIMATED FROM HALL -IWMN CONSTRUCTION COMPANY, <br />DAMAGE CAUSED TO ANY EXISTING DILUTES. <br />SHEET <br />THE <br />CODIFY GRAVEL - DAHUA GRAVEL PIT AS BUILT SLURRY AUGNMENT" BY ROCKY <br />3 MOUNTAIN CONSULTANTS. INC. DATED JULY 29. 1994. <br />7. APPROXIMATE BOREHOLE LOCATIONS ARE DROWN. FOR SUBSURFACE STRATIGRAPHY <br />AT THE BOREHOLE LOCATION SEE TECHNICAL SPEGFICATIGNS. <br />PROPERTY ONE FENCES TO BE REMOVED AND RESET AS NEEDED FOR CONSTRUCTION ACCESS. <br />GEI Consultants, Inc, <br />B. SEE SHEET 5, PLAN NEW OF HANGING BAFFLE STILLING BASIN, FOR STRUCTURE <br />ENGLEW000 COLORADO <br />5. HGL NOT SHOWN WE TO VARIATION OF WATER SURFACES IN THE GRAVEL PITS. <br />LOCATION COORDINATES <br />ACTUAL WATER SURFACE ELEVATION KILL VARY WRING CONSTRUCTION. <br />DERGNEO <br />ORDAN <br />CHEIXED <br />gPPRONE( <br />T.A.T. <br />R.JA. <br />CA.T. <br />RJ.H. <br />JCNED AREA DENOTES <br />PIPELINE BERM FIL2 <br />5035 <br />STA <br />6100 <br />I/W <br />ISSUED FLAT `L <br />Ti <br />CAT <br />flJN <br />I. <br />PPPF! <br />-� <br />CITY OF THORNTON <br />INKNUA GMYR PIT TO CODE" TAAV6 NT <br />fVnip. BE PLAN AND PROFILE SHEET <br />CMITH PAID OF PIPELINE NI <br />0 0 0 1 0 2 1 0 <br />