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1 -:JI <br />I V I <br />1 \ I <br />1 ��I <br />I q `I <br />I <br />1 I <br />I I <br />I�y <br />I I <br />1 <br />1 �I <br />w <br />N <br />znw <br />zp� <br />C y p <br />R <br />d U� <br />STEEL <br />7 <br />EL. s0 .1s <br />] 1 II <br />T. <br />OR 5 E <br />COUPLING <br />PIPELINE BE ALL o I <br />n <br />mA, <br />3NN <br />pn , CIA GAS LNE <br />8 B" DIA MW <br />RISER PIPE <br />N <br />DETA S <br />PLAN OF PIPELINE <br />STA 9400 TO 10NEW <br />� Z <br />0 10 20 40 60 <br />SCALE IN FEET <br />BAIJME I <br />�CCIXEYPITZf <br />- <br />_ / - -�- LIMIT OF <br />�( SIN dSNRBANCE <br />\ <br />APPROXIMATT LOCATION OF <br />' <br />MWAS'tARY f"OEFEROAN <br />\ TO BE DESIGNED <br />%. <br />BY CONTRACTOR <br />\ <br />It <br />O <br />B -103 8 <br />RIPRAP <br />-203 SEE NOTE ] <br />I I <br />I <br />j <br />-20 ¢HOME MOT£ - PLAN. PRCELF <br />8 -10� <br />8 - SILT EENCE <br />V GAS LINE <br />— — WATER SURFACE <br />SLURRY WALL <br />0 TEST STATION <br />GEOTEYIILE I CEMENT- BENTCMT£ <br />Y REIGNO RIPRAP <br />LIMITS (TYP.) B" SE[ECT <br />BACKFNI <br />2%E IN- <br />I (TYP) <br />/ .MIN 10 PIPE BEDDINGI <br />SEE NOTE 5 r'- <br />- - �..._. - -.._ - -.- - - CONCREl£ ae <br />LPNOING ii } <br />' EYISnNG <br />ii GRWNC F¢ i <br />._._�___ SURFACE__ 5055 <br />EL. 5049.23 Q OF RESERVOIR <br />8" OIA. HOPE GAGING STATION <br />J" WN. COFEF NATCHEO AREA DENO BACIOC LT RISEN PPE F <br />TES ECUOU <br />5050 __ __._____ _ MPELWE BERM FKL SEE SHEET 6 S.OJ <br />- - __ —SAL:. __ _ ___ .- ___- ._.____._— _-- ._____ 50.50 <br />MW. ESSER Sr)tE <br />N 42" OA. 24" DIA. STEEL JOINT COUPLING RANGING <br />SNG BBASIN <br />SIEEL PIK SEE DETAIL SHEET 6 IN MPE <br />A. 9 +J] IMSULAIINC APPROXMATE EWA OCR <br />5045 —. —_____ __.____. ._ ` FLANC'F TEMPORARY <br />FLOW PIPE WYERT RIPRAP TU BE RESIGNED 5045 <br />Sn00012 EL 50420 110" BY CONTRACTOR <br />- _ _ '_.." 0. a.0� O Q 00" O ° -a( ..ABM. <br />51140 :: I . T 5' <br />- - <br />PIPE BEOWNC ._- . C� � 7 -�.___ # - - -__ _� 5040 <br />N CA ITT - <br />STA. ]+00 EXCAVA nGW+ rT' COMMON/ . <br />DRESSER STYTE COUPLLNC <br />414 <br />H 1.0' J 1� BACKFlLL \ USE STILLING BASW OPLACE RIPRAP <br />5035 MIN. FGOM W BEDROCK ON BEDROCK sn�c <br />STA. I <br />STA. STA. TRENCH PLUGS STA' <br />THEM 7,00 8+00 STA. 6+65 AND STA. 8+93 9 +00 <br />SECTION D o to 20 40 60 <br />1011 SCALE IN FEET <br />STA. 6+00 TO STA 1(1«00 < a 5 to 20 <br />NOTES, VERTICAL SCALE IN FEET <br />I. SURVEY OF PROJECT SITE MADE BY SELLARDS AND GRIGG, INC., OCTOBER 1997 <br />AND JANUARY 1998. <br />6. CONTRACTOR SHALL CALIF ME UTIUtt NOTIFICATION CENTER OF COLORADO <br />2. SLURRY WALL LOLOCATION IS ESPMgiEp FROM "AS -BUILT SLURRY WALL LOCATION MAP- 6. AND ONES PIRELLI COMPANY (M3 -286 -6400) TO LOCATE ALL <br />BY R.W. BAYER AND ASSOCIATES, INC. DATED MARCH 11. 1997. ACTUAL AURRY WALL URUTE5 PRIOR TO CONSTRUCTION. ME CONTRACTOR IS RESPONSMIL FOR .1 <br />LOCATION AND N10M MAY VARY. CONTRACTOR MUST REM LOCATE SLURRY WALL PRIOR TO DAMAGE CAUSED TO ANY EXISTING UTILITIES. <br />PIPELINE CONSTRUCTION. <br />3. "RESERVOIR CAGING STATION" AND 'GATE OPERATIONS VAULT" NOT SHORN FOR CLARITY. J. CAS LINE DETERMINED BY MELD LOCATIONS OF GASINE SIGNS. <br />SEE DETAILS ON SHEET 6 AND 7. 8. APPROXIMATE BOREHOLE LOCATIONS ARE SHOWN. FOR SUBSURFACE STRANIRAPPY <br />4. HGL NOT SALOON WE TO VARIATION OF WATER SURFACES IN ME GRAVEL PITS, AT ME BOREHOLE LOCATION SEE TECHNICAL SPECIFICATIONS <br />5. ACTUAL WATER SURFACE ELEVATOR MILL VARY, CONTRACTOR TO DEWATER PRIOR TO AND 9, SEE SHEET 5. PLAN NEW OF HANDING BATTLE STLUNG BASIN. FOR STRUCTURE <br />DURING CONSTRUCTION. LOCATION COORDINATES. <br />\ APPROAYNAIE BEDROCK CONTACT STA. <br />ESTIMATED FROM ERRCAL lO +OO <br />BORINGS AND SEISWC REFRACTION <br />SY/RVEIING DATA ACTUAL LOCATION <br />NAY VARY FROM MAT SHOWN <br />IF <br />TRENCH PLUG <br />2 MIN. <br />42" CIA. <br />Sma PIPE <br />.....i% -:6 .:C...... <br />MIN. LD . `. <br />IN D BEDROCK <br />LIMIT OF - <br />EXCAV4PON <br />TRENCH PLUG DETAIL P <br />N.T.S. 4 <br />36" DIA. <br />HS20 <br />MANHOLE <br />COVER <br />EXISTING GROUND� <br />m <br />F AL RNAIE IANOING - <br />NRIES OPENING LOCATIONS _ <br />N_ <br />T OA, H520 FRAME <br />AND COVER <br />IUND FUNGE <br />'COVER LANDING CPE'IIPICS <br />WITH ALUMINUM CRAZING <br />PEP MANUFACIII <br />SPECIFICATION AND OSHA <br />RECUIREMENTS <br />CONNECT PIPE <br />-TO MANHOLE WITH <br />METAL STRAPS <br />S' THICK CONCRETE LANOWG <br />EKRY 0. TWO REQUIRED FOR <br />EACH MANHOLE <br />-8" DIA. HOPE RISER PIPE <br />SEE SHEET 6 <br />SECTION AT MANHOLE / C <br />0 5 10 204 <br />SCALE IN FEET <br />5 <br />8 %PEI GATE M0 GATE VAULT DETAILS <br />5 NANtlM 94ERF $IXLIG 9ASN AND S1M1ClURAL CETNLS '�/' <br />3 1 PW1 AND PROPUE S4JM END OF RPELNE <br />THEFT TT£ <br />DIA. <br />EL PIPE <br />P - HOPE ABOVE. <br />STEEL BELOW <br />) AU- <br />JOINTS <br />RJI' <br />ONNIIA QI MT TO COOLEY GRAVEL PUT <br />0 GEI Consultants, Inc. INTERCONNECT PIPELINE <br />ENGLEWOOD . COLORADO PLAN AND PROFILE SHEET <br />NORTH END OF PIPELINE [� NO_ <br />)ESIGNED ORATOR pGA T APPROYET f '+ IIIIIIIII' IIIIIIIIIIIIIIUIyryIIIIII III IIIIII 4 <br />T A.T. RJA. CA .T. R.JH. W IYIIXI 111X1 NW11'NII'I <br />I' <br />111 <br />0 0 0 1 0 2 1 1 <br />1075 <br />B -103 8 <br />8 - <br />-203 SEE NOTE ] <br />LISA BON OF 8- TO B <br />PROJECTED - ACTUAL LOCATION <br />194' NEST OF PRCWTLE A <br />ASSUMED TRIAL <br />5070 _ <br />_ __._.�__.__ _ <br />_ __ �- _ <br />_. .. S <br />SEEXDIF 7 <br />_ <br />_ _G_QIX_ IMO SURFACE _ <br />_ <br />_ _ _ <br />_ <br />/ A <br />APPROXWAIE LOCATION L <br />LEST STA>ON jJ <br />5065 - <br />------- _ <br />___ —._ -� _ -_. <br />_ _ _ <br />__S_EE_ NOTE 6 <br />5065 <br />EXISTING ) <br />GROUND SURFACE _ <br />_ <br />)� <br />96 DIA. MANHOLE A <br />APPROXIMATE LOCATION ` <br />`ij; G <br />GOONEY PIT <br />5060 - <br />-_._ _- __.�.__ _ <br />WA MR SURFACE � <br />_ <br />' <br />� OF SLURRY WALL � <br />� <br />STA. I <br />STA. STA. TRENCH PLUGS STA' <br />THEM 7,00 8+00 STA. 6+65 AND STA. 8+93 9 +00 <br />SECTION D o to 20 40 60 <br />1011 SCALE IN FEET <br />STA. 6+00 TO STA 1(1«00 < a 5 to 20 <br />NOTES, VERTICAL SCALE IN FEET <br />I. SURVEY OF PROJECT SITE MADE BY SELLARDS AND GRIGG, INC., OCTOBER 1997 <br />AND JANUARY 1998. <br />6. CONTRACTOR SHALL CALIF ME UTIUtt NOTIFICATION CENTER OF COLORADO <br />2. SLURRY WALL LOLOCATION IS ESPMgiEp FROM "AS -BUILT SLURRY WALL LOCATION MAP- 6. AND ONES PIRELLI COMPANY (M3 -286 -6400) TO LOCATE ALL <br />BY R.W. BAYER AND ASSOCIATES, INC. DATED MARCH 11. 1997. ACTUAL AURRY WALL URUTE5 PRIOR TO CONSTRUCTION. ME CONTRACTOR IS RESPONSMIL FOR .1 <br />LOCATION AND N10M MAY VARY. CONTRACTOR MUST REM LOCATE SLURRY WALL PRIOR TO DAMAGE CAUSED TO ANY EXISTING UTILITIES. <br />PIPELINE CONSTRUCTION. <br />3. "RESERVOIR CAGING STATION" AND 'GATE OPERATIONS VAULT" NOT SHORN FOR CLARITY. J. CAS LINE DETERMINED BY MELD LOCATIONS OF GASINE SIGNS. <br />SEE DETAILS ON SHEET 6 AND 7. 8. APPROXIMATE BOREHOLE LOCATIONS ARE SHOWN. FOR SUBSURFACE STRANIRAPPY <br />4. HGL NOT SALOON WE TO VARIATION OF WATER SURFACES IN ME GRAVEL PITS, AT ME BOREHOLE LOCATION SEE TECHNICAL SPECIFICATIONS <br />5. ACTUAL WATER SURFACE ELEVATOR MILL VARY, CONTRACTOR TO DEWATER PRIOR TO AND 9, SEE SHEET 5. PLAN NEW OF HANDING BATTLE STLUNG BASIN. FOR STRUCTURE <br />DURING CONSTRUCTION. LOCATION COORDINATES. <br />\ APPROAYNAIE BEDROCK CONTACT STA. <br />ESTIMATED FROM ERRCAL lO +OO <br />BORINGS AND SEISWC REFRACTION <br />SY/RVEIING DATA ACTUAL LOCATION <br />NAY VARY FROM MAT SHOWN <br />IF <br />TRENCH PLUG <br />2 MIN. <br />42" CIA. <br />Sma PIPE <br />.....i% -:6 .:C...... <br />MIN. LD . `. <br />IN D BEDROCK <br />LIMIT OF - <br />EXCAV4PON <br />TRENCH PLUG DETAIL P <br />N.T.S. 4 <br />36" DIA. <br />HS20 <br />MANHOLE <br />COVER <br />EXISTING GROUND� <br />m <br />F AL RNAIE IANOING - <br />NRIES OPENING LOCATIONS _ <br />N_ <br />T OA, H520 FRAME <br />AND COVER <br />IUND FUNGE <br />'COVER LANDING CPE'IIPICS <br />WITH ALUMINUM CRAZING <br />PEP MANUFACIII <br />SPECIFICATION AND OSHA <br />RECUIREMENTS <br />CONNECT PIPE <br />-TO MANHOLE WITH <br />METAL STRAPS <br />S' THICK CONCRETE LANOWG <br />EKRY 0. TWO REQUIRED FOR <br />EACH MANHOLE <br />-8" DIA. HOPE RISER PIPE <br />SEE SHEET 6 <br />SECTION AT MANHOLE / C <br />0 5 10 204 <br />SCALE IN FEET <br />5 <br />8 %PEI GATE M0 GATE VAULT DETAILS <br />5 NANtlM 94ERF $IXLIG 9ASN AND S1M1ClURAL CETNLS '�/' <br />3 1 PW1 AND PROPUE S4JM END OF RPELNE <br />THEFT TT£ <br />DIA. <br />EL PIPE <br />P - HOPE ABOVE. <br />STEEL BELOW <br />) AU- <br />JOINTS <br />RJI' <br />ONNIIA QI MT TO COOLEY GRAVEL PUT <br />0 GEI Consultants, Inc. INTERCONNECT PIPELINE <br />ENGLEWOOD . COLORADO PLAN AND PROFILE SHEET <br />NORTH END OF PIPELINE [� NO_ <br />)ESIGNED ORATOR pGA T APPROYET f '+ IIIIIIIII' IIIIIIIIIIIIIIUIyryIIIIII III IIIIII 4 <br />T A.T. RJA. CA .T. R.JH. W IYIIXI 111X1 NW11'NII'I <br />I' <br />111 <br />0 0 0 1 0 2 1 1 <br />\ APPROAYNAIE BEDROCK CONTACT STA. <br />ESTIMATED FROM ERRCAL lO +OO <br />BORINGS AND SEISWC REFRACTION <br />SY/RVEIING DATA ACTUAL LOCATION <br />NAY VARY FROM MAT SHOWN <br />IF <br />TRENCH PLUG <br />2 MIN. <br />42" CIA. <br />Sma PIPE <br />.....i% -:6 .:C...... <br />MIN. LD . `. <br />IN D BEDROCK <br />LIMIT OF - <br />EXCAV4PON <br />TRENCH PLUG DETAIL P <br />N.T.S. 4 <br />36" DIA. <br />HS20 <br />MANHOLE <br />COVER <br />EXISTING GROUND� <br />m <br />F AL RNAIE IANOING - <br />NRIES OPENING LOCATIONS _ <br />N_ <br />T OA, H520 FRAME <br />AND COVER <br />IUND FUNGE <br />'COVER LANDING CPE'IIPICS <br />WITH ALUMINUM CRAZING <br />PEP MANUFACIII <br />SPECIFICATION AND OSHA <br />RECUIREMENTS <br />CONNECT PIPE <br />-TO MANHOLE WITH <br />METAL STRAPS <br />S' THICK CONCRETE LANOWG <br />EKRY 0. TWO REQUIRED FOR <br />EACH MANHOLE <br />-8" DIA. HOPE RISER PIPE <br />SEE SHEET 6 <br />SECTION AT MANHOLE / C <br />0 5 10 204 <br />SCALE IN FEET <br />5 <br />8 %PEI GATE M0 GATE VAULT DETAILS <br />5 NANtlM 94ERF $IXLIG 9ASN AND S1M1ClURAL CETNLS '�/' <br />3 1 PW1 AND PROPUE S4JM END OF RPELNE <br />THEFT TT£ <br />DIA. <br />EL PIPE <br />P - HOPE ABOVE. <br />STEEL BELOW <br />) AU- <br />JOINTS <br />RJI' <br />ONNIIA QI MT TO COOLEY GRAVEL PUT <br />0 GEI Consultants, Inc. INTERCONNECT PIPELINE <br />ENGLEWOOD . COLORADO PLAN AND PROFILE SHEET <br />NORTH END OF PIPELINE [� NO_ <br />)ESIGNED ORATOR pGA T APPROYET f '+ IIIIIIIII' IIIIIIIIIIIIIIUIyryIIIIII III IIIIII 4 <br />T A.T. RJA. CA .T. R.JH. W IYIIXI 111X1 NW11'NII'I <br />I' <br />111 <br />0 0 0 1 0 2 1 1 <br />T OA, H520 FRAME <br />AND COVER <br />IUND FUNGE <br />'COVER LANDING CPE'IIPICS <br />WITH ALUMINUM CRAZING <br />PEP MANUFACIII <br />SPECIFICATION AND OSHA <br />RECUIREMENTS <br />CONNECT PIPE <br />-TO MANHOLE WITH <br />METAL STRAPS <br />S' THICK CONCRETE LANOWG <br />EKRY 0. TWO REQUIRED FOR <br />EACH MANHOLE <br />-8" DIA. HOPE RISER PIPE <br />SEE SHEET 6 <br />SECTION AT MANHOLE / C <br />0 5 10 204 <br />SCALE IN FEET <br />5 <br />8 %PEI GATE M0 GATE VAULT DETAILS <br />5 NANtlM 94ERF $IXLIG 9ASN AND S1M1ClURAL CETNLS '�/' <br />3 1 PW1 AND PROPUE S4JM END OF RPELNE <br />THEFT TT£ <br />DIA. <br />EL PIPE <br />P - HOPE ABOVE. <br />STEEL BELOW <br />) AU- <br />JOINTS <br />RJI' <br />ONNIIA QI MT TO COOLEY GRAVEL PUT <br />0 GEI Consultants, Inc. INTERCONNECT PIPELINE <br />ENGLEWOOD . COLORADO PLAN AND PROFILE SHEET <br />NORTH END OF PIPELINE [� NO_ <br />)ESIGNED ORATOR pGA T APPROYET f '+ IIIIIIIII' IIIIIIIIIIIIIIUIyryIIIIII III IIIIII 4 <br />T A.T. RJA. CA .T. R.JH. W IYIIXI 111X1 NW11'NII'I <br />I' <br />111 <br />0 0 0 1 0 2 1 1 <br />I' <br />111 <br />0 0 0 1 0 2 1 1 <br />