Loading...
HomeMy WebLinkAbout1.1 As-builtsA B C D E F G H J VEGETATION & TERRAIN ROCKY SOIL SAGE BRUSH AND ROLLING TERRAIN 01MERSIIP INFORIAA710N 4 CO -CR -130 "1 CO -00i-138 I s°Rw IXL 8 NORN05 oROI0A Alm LLP 4.78 RODS il EMIR. RESTRICTIONS • - / \ TOWNSHIP 7 SOUTH RANGE 96 WEST / \ L w—iw 2r i• / d Q 0 \� FENCE w—w—w w O Ci� 'i FREE1'NRIO►7N1N N 1N 1' '• / COGR-130 OOCH 0 \�1\\ yr BftR QTCII 31.3• WILLIAMS PA{Vi4isE,4i T i 2E.r ELME PA (W� 0 \ PROPERTY NNE ' FF71PE .� \• '� ri-_www—_-1i--www—w�. ,........7w— w�Rrr�w—-�� MANS P/L r�w- ° .rIt.--.MAI---. ' - Ord -t"''"'— `4'7-"e'�-141/4-- w ww Qw • woe ATTR.) jr' MILLWI° P/L / •�i,''''''i,--....i. 2. 4. L Cl. ChD (DEM 1, 1 - . \. .1 - - ! `I\\ \ . 1 � / ,/ y 1 ...... T �//�r/I PROPOSED WILLIAMS 12" PIPELINE j•4I)11.-71. ROE (oRr7 ~`� WULs11 (IYP.) C4C!&i35 I TI -' POLE (TIP) '�,� •�~'�� BRRIETT P/L w ' `' P �. ``'v,.� L ENGIN„ P/L }It w� r �� +....„ WATER UNE 45' ��ti.,`. FENCE ����� /y� '} / I 710 IN POET fl 6./\---------1' //157 4+ .4 / ,/ WILLOWS 30' - a _,ti�+yti` WARNINGS PONDER ��'E, /F /•' BMOpN PA / LJI CC (10, 3 Days Before You Dig: Call: 1-1300-922-1987 www.UNCC.org �› i titi + f ' • . ~~~�^, //,1 .Click: • , ,(x. GARFIELD COUNTY �t ��~•�~ COLORADO ,t/rl Test Section S Y b 1-12" Minimum(Allowable)Maximum(Allowable) ~ iB R Station Elevation psig % Hoop psig % Hoop P N� p7E f e !s Is a i a J Begin 0+00 5280' 1545 51% 2577 84% ! T" 8 s ! W High 79+15 5384' '150D 49% 2532 83% It . tli 10 1 Ib i 18 E ee 10 !�I �! �I I�1 9 Low 191+21 4989' 1671 55% 2703 88% l i iR g 1 I N S 1 III MS � 6 1 i lk i 4 d a a a 1 g ff ff i 1 III 1 g ALT End 354+61 5106' 1620 53% 2652 87% I E Mir e3 a3 A� lE 11 e3 Test Section Length= 35,461' 6.72 miles Water volume (gallons). 208,339 a6 acre -ft A Elev. = 395' !Pill I7 i i i i E F' i' E gam+ �+ ilii i * iii ill M M MMM MMM HYDROTEST SECTION EST conMIT „, SEE PRESSURE TABLE THIS SHEET URSE PROFILE SCALE H. 1'200' V. 1 =100 WEE PRE 0811 4Y al K R E NR 5400 5 - 6100 5� RMO 1M® 6RBK Ilam �1 1r e+N •=......4.2114.. 4P (Np 0100 Zp81 r ERIN CP 8 PRI 10 1E IEMR LP r RR NL POE121 Mule 00 AL E 10 aaIPEE WON 0503150051.IINIIM PMR TO 5307 5350 6390 6110 sQ — ,� - 5279.7 BED ELEVATION 6390 5530 ! 41 PNT1R/iL OROIRO� \ 6136101113 CORA OF EDM AO MM C®0011176101011 5 19 IC 1115P0111111 � LOMM OF EL `JI 6 \I ,t E Iwo .e cele X60 PIER 10 C 113.0113013111 ACM= pPILI6 a NM a1MYCODA RIDARD2199 11211010 I MES AC MIEONL 1M1 ALM 4110E All? 1060. MEIN N30 Mr V- ow eg.,..,e--"'-'--- DEWJ�6 °4°° 6176 60 ETO ELEVATION 67!3.6 LOW DEMON w0° 6178 MIIWMR ML tIC TIE tIE M l' OMNI 40810 BMW SMR[ CP MER re 1116 0100 40+00 36+05 70460 T 34+00 39400 30100 T A 24+05 30+60 24+00 99400 4000 10400 3sest 16+05 14+00 12+00 10+00 4100 4+00 o 4400 Og p. f 2+60 O O I I 6460 11 j j T idiT iII 1 6160 PIPE DETAIL GENERAL NOTES/LEGEND A ,IERNL Won Q AEm11. imam O,R9n) O =sac 16T G001a1/„NM7E Rr® RECIFER wARL4E aEC1I WEE II waw a Mui w9 it:: B 0011ROL POINT PRM E ODIC EDF 293 NW °A CO G $1A 12 u IRO NE F MI 616EM132211.0920. WE 190021110 � j 76,F 12' R 0375 W.L. 1052 ERN PIE 19°0 H10P WI STEEL UNE PPE caTE�S ° MS O 14� s P1tOPo o 1r PM IE6OYFR EI/ 1► 7M LIM10M 6 LIMY MEM MIK w16IRCRON FWL 0811 =EL MIC !MR WORM oECM00 71r SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS �\ I MM�� YiI�C' ,. NL� ENSERCA SIGNATUPE DATE s / Williams PRODUCTION RMT CO.SCALE WILLIAMS NG GATHERING SYSTEM ALIGNMENT SHEET STAT. 0+00 TO STAT. 40+00 GARFEILD COUNTY ISSUED FOR DATE! 09/29/06 CONSTRUCTION REM DESCRIPTION QUANTITY REV DATE DESCRIPTION DRAWN GB 0WI7111B DEs�cNeD FOC cams 2 12' E 0.aw N.L. 105 ERF WE 1200 IMP 70604 PL A 6 FRMS. 4r. t9• R asor vim M a 11 " • SJC MOOS A ENGINEFI ANG 0 FITIM0. Cr. 19' • czar NT 61 2 a 244 RIEDEENDER 12 0620N8 CAB ISSUmFOR CONSTRIICf10N 046 mom,E6T STIROR 150010116 2 OL TIEIM'oOn0 ELTR nCM611COUNMIPARTDN11RIERFNr LIE+Oncs�08x�araemue6a®rcroxLo+nimll cr. n exoTi eoma+mT6eEun ELIraI�EE Ewe ORINPARIC35rs/lslOaOFnEm¢ECrmONxrcOnelma6x. Mem CHICCIFIC 1IC{CFxnunIMlW P113.1.la®"srwierr P © OB• 06 CAB ISSUED FOR CONBTRllCf10N 244 NROE s R © 0&',7108 CAB ISSUED FORAPPROYAL REVIEW COMM OFeu MAENGEMI MAT THE BOLE MS FORTFE 211.1.10111111E1 LEM ri WART 0008080801011°"M,°Y°IM°ra d 0007108 CAB ISSUED FORAPPROVAL111111011111.110.4143611111ITEN EWSERCA PROJECT No. 04110 1'=200' ORnxNc NO. 04110.2 -AL -0O1 WV 4 CAD FILE NAME 04110.2.AL.001 06117!08 CAB ISSUED FOR APPROVAL A B C D E F G H J A B C D E F G H EEGETAT)ON R TERRAIN ROCKY SOIL SAGE BRUSH AND ROLLING TERRAIN OWNERSHIP INFORMATION STATE Hir,4WWAY 8/24 STATE OF COLORADO CO -OR -120 :.•:::1 ., ; ., 18.93 ROOS_ 225.50 RODS ENVR. RESTRICTIONS -c TOWNSHIP 7 SOUTH V RANGE 96 WEST/ �t.. I. / • ` G ram 31/4' II V. Q 034312-120 I t-. N. suiper A. --SSFC, 7 BURED TELEPHONE UNE rsY�- 7?7 f__ v,.. COR. -w__NV- - CO -GR -1 20 - 53.7' ••'�., \ v� ` / ` 12• P r , COLOR -125 I - - - \ •�'�:,��, /;../ ��4.��•� . "-� P08ER - �„ ti/ff•� OOOEEETGGiLL4 j�: �Alb 'SOG' ���. `'0 DETAIL �A' \ CULVERT \ d w- • ,i �ld POLE (TYR.) ~ •"...1‘:-.7t,.......... ......,.S. 415.• 1���.,,. 41.4' 1� 0 ��•`1 � t `�410..__tomr ��' - i �1'!Aw VALVE w I rO O asA�i..'• . •-. I 0 / ' e, " mak.` • 0 r C/L ROAD 0 4 s� `v •„ "---- ---\ I eo l wises (Orr.) 40.4' ik . �. • �� e • ' • 0O � Fl4 1.4' ROMA ""' rt' K/ ALW CAP •:;� . • 10d• 221' r 3<T. �/. 4&1 ENGIN P/L (ARIES) ii"".,, •{ -ya No ♦ { •j- j �• CULVERT \\1��1'�,1 Ow-� -Ta (111'')\• �_ •,�� •~•�, ��• P/L (VARIES) f). i •ti - `��0 " - -....a .. ACCEROADSS �.,�,�1 r •yam maws. r • \y\1 W/ Bey M 1 lFL PEO. \`. 7 / 12" w' �5,a���"�E]Ka1N 'P/L(l/ - �by� '\ �4~� �'\ 1 m• -; �7i• + _PAr -- \` CULVERT ••1 qn 115 `'�''�•..„ti •=K ``•�•;,, 'n'�`\J /ry O. r ly UNCCLI urnm nrnrlc�.Tra v7vrrnrs rnrnu:n 3 Days Before You Dig: Call: 1-800.922-1987 Click: www.UNCC.org , • J 17.0 , : -. Q \ \ B �%�' % OUT A POLE r .a., / \ \\STATE HNY. 6/24 •tom ' OUT ANCHOR l `� 41..' 14 • \ 1-70` OC\�YYd0k,; ... HOU � N ' • .r T �. U f\ \\ `° " GARFIELD COUNTY 7 . •�. �,��-•� 7- X60/ %%I ... - - e0' UTILITY FASEIEIrr PROPOSED WILLIAMS 12" PIPELINE /: `j ---.. li y / .I}. ''' 1087 COLORADO 1� Z b la Teat Section >o •- xl1 a s 1.12" Minimum (Allowable Maximum Allowable , Y 4.j VI �s1 a :A . )x 6 6>4xt Station Elevation % % Q � b3 > ��Jo ' Q J Q Q Q Q 4 Begin 0+00 5280 1545 154 51% 1% 577 2577 84% 4% & •+ g - ` w ,L 7 �+ R $ 3 13 & & $ '`5 $ 4 J+ k1 & & High 79.15 5384' 1800 49% 2532 83°4 /a Ei 3 }S $ t IS a t e, el e, e, np5 n , Bi 3 $ a _. ks8 t ^ 15 i 6 2.91 b i 6 A ti t R. Low 191,21 4989 1671 5545 2703 8840 _ `�I 88 ill k1l _6 .� p h1 .� td ` g! g! I E g! l O g i 111 2, I g J d E g E g, . g 11 u 11 2 0 tIS 16 u 2 End 354+81 5106 1620 53% 2652 870. tC ® cT ®tsC G u m ® u fi S S K tC FL 7i K 7Y ® u ® tC ,til 3 > s S a: S a: .. s er cc H 6 TostSeclonlenglh= 35,461' 6.72 mles Waley volume (gallons). 208.339 0.8 acre -ft A Elev.= 395' !t f-nG E2 �V W 1.R tC .+- ^^-"•-'•-•"t" .+- ! !! 1 ! t G t. t,r. � » n l t> � F4 ^**31..A ZS".b. fi ! !! !!!^ Fnn �, ti Yn fn � � Ft ^ � dq i !! C; � 7S E *RN 3 !! !!!! Yn G, t. t, rn q �? q id m mein q III "s 1 ICL .. El 6 6 E S 5 S !!! !! !! ! ! ! ! toe C, G, t t t, G � G t � � t t F 'sl e 81 Iz 3 Ef t,���y/t !^ �GLx/1 Gi+ � � 4� �i. s g of 0 AlES ! < G �, G � a R t ! G � � G, 8 d < G � m A < 3 ! ! G LS, G, V A-..11 SI SI Si S7 6 t ! ` tt '41,1 c, 1jn i'n � G G � ! G1 2 ! G Sd � R i hi l ' i ! < t G+ ijn � F F rF4 sEcrlhr 1-12' HYDROTEST �gur�, „ -#4.-c04SEE PRESSURE TABLE THIS SHEET cart CM aiaT 0778.2-u-4os PROFILE H. '1"200. V. 1'-100' MOTES. FMK iPnl re at eo" oe 110106 D.AO MOO MOM Ulla 01•101•2NOTA e ow w tr.... 5164.8 BED �i1MIB711 • py�et Magalal•P 61 11•1 q��r 5273 - �X 5335 COM 176010 Atl A r IMAM 117D0 H ` OBM 63RD ca ranams to Las MEM. arrrmaa a to KM= M. 2.i MEM vane PPM A ✓#2D i s 1 tl' d i awe � 2 1 6 $ d 000101011 0 11 8 loa6ac TUI 01.151111 IL 10 a MICO IL 15GCDr A ILL 111x1:07 0� 5177 1 J p - - y2. llZlS Ma A 0010151MCW. 00 IM. Amnia TO MO•r n2. m. 5157 � •0 V is 1t R .6C I+' 5'730 i+ W mull gp gOOna al® r IWa TIO /MIME___ 1d MEM. 5123 5775 007]! s0� a� Ura A78® ALIO ME\T. - D700 END. ELWIN X00 B/•1 use we role o u-• MOD108791 Me A MEMO KIK 507116104.0 X76 PIPE DETAIL @ MINK 011Q11 GENERAL GENERAL NOTES/LEGEND 5050 120.08 111408 118100 154400 11+08 1 110+03 108400 106+08 104400 17408 180H8 1400 18108 111100 f1408 p+oo 880011 8108 1460 88400 BOW mm - Ls AERW. mama A AERWL YORKER (Ed+ n ) O CATIO IC TEST SIAT10(/A. ® RECTIFIER roi W1111ME CHEER WUE Dia IMMUNE RALL VALVE W 4> nY 4 4 4 ° I ° 4> 4 1 2H01 _ 9 CONTROL PONT 114.0 IBC nano errs micMC IIID02 mC Eemll 12 IOW =MOW 1g041mn1511 -4TEEL 4F p zesd s4 b, + U 8 .A U 5 12aY S 23 " 472.4' § 271. - 3 S 12- x 0.375 WT.,NEN S 3 ERW RE 1200 MOP n8 w.Y UNE PPE S S ICC 2C ICC tat KI 01I•I Ofilsld V NE 1gOY01711 ■177.77 AMIE mmalclxw Beaoma urea pre rex POMMINE MEMO 75 SUMMARY OF PIPELINE MATERIALS SUPPLIED BY OWNER REVISIONS MPIE.I.•'• �k 6111-ta_ 6U•C •41.0-916 ENSERCA SIGNATURE DATE �� M-/ /%ISSUED iffiiiiiinS �E.� PRODUCTION RMT CO. WILLIAMS NG GATHERING SYSTEM ALIGNMENT SHEET STAT. 80+00 TO STAT. 12f}'700 GARFEILD COUNTY FOR DATE. 09/26/06 CONSTRUCTION DRAWN CAB 86%7/06 ITEM DESCRIPTION QUANTITY REV DATE DESCRJPTON OESIGNED SIC 082196 2 12 x 0.377• W.T. 02 CM riff 1200 WM 3523.0 FT. 0 RTn U 49 12' a E.&0'477., ISR a EA •,01BIC C.8724/06 ENGIN EI_RING�. a R111NC W. 12-a 3.033- W.T., 7R 2 EA 244 MIME MAKER 24 DL 1 245 aD1a0T TEST STAMM 4 `Nq M]NY01910PROI 1L ONES'IANRg4Y±AMAaM a WTICIOaA 8E?! elea®gloroaecea®rw.t LESIGNATURE rteIorr1D IED 0c -sea 41EMECEIRID1D FE wmIAVICIPLE EM tucr arna111MM1 peonEvwalc.•raaAwonEa.11014. xemmula7lawnunvw�o1e1o1andee0wnwwl 151140111116 MCP COMMIIIMBI MON OF MER0191311E02162 0210 COMME ATM O.11Ir1.41.11.01 m 246 NtlOE TESr STATORS I G s 09/28•'08 CAB ISSUED FOR CONSTRICTION 11R'12RI8 CAB ISSUED FOR APPROVAL Apply 0907,011 CAB ISSUED FOR APPROVAL ENSERCA PROJECT NO. 04110 auu* 1' = 200' DR1,m,3M3. 04110.2 -AL -003 3 CAD FILE NAME 04110.2 -AL -003 08/17/08 CAB ISSUED FOR APPROVAL A B C D E F G H J A B C D E F G H J VEGETA-DON R TERRAIN ROCKY SOIL SAGE BRUSH AND ROLLING TERRAIN OYMER$411P INFURIATIONPACRIC CA-GR-110-A 7 UNION PACIFIC RAILROAD CO -110-A ; STATE HIf)HWAY E/24 R STATE HK;MMAY 11/74 S7f PU�fr UNION PUCKEIT$IAND C1 OMPANY �A STATE R COLORADO 71-g2 RODS 0.85 RODS LIADP. 16. RODS 14 3 DS ENN2. REST18CTICNS \, \\ ' TOWNSHIP 7 SOUTH �+ \ \1� UA S. •-. -__- C 'A�\.-.\` \ '\.��\•••,,,,,,,....„. 1ti IL DETAIL'S" s 15 �` �\\ ,\.\�\`.1` ATE HM(. ROW/TEAM '� 7�`-_ �. \ \ ` �� \ • \ \ \ \'= �. ` 110,0/FENCE k 1-80 - -, ` \ \ �� ` •\` TATA �\ \ !~ \ `1�� 11 CO-0OR`�'�, 48'450' `\ \� ^...„. \'`'••••••,....5::::„...--4.„ --.. \ RANGE 96 WEST 0 \ 1 -- O ' I' - �� r- -70 EAST 9(891 \ 1 0 / m WEST BOUND / ATE 1:11445. 6/24\-- 'i PROPOSED WI�LUEMS 12" PI f ^^^^���� --`` `. ,\ `\ �` �.�1....r� ~�. \ \ �\ �� \ \► /l �?:.f( -T r 1 ! 1 1 1 `-\\ 1 ....--•---- ,�1 1 1 tom-. .'_"'-rT rr�-rl'•1 _]..i-�^1�-- `) \ \�`. -....,..�' r --.?Tr?�r'r� ` �,,T , -�._ `` T� 7 ��7 {. \ ` \ `\ A_ /L (V--e-- le Y P/UnP(YAAL'�e ).----''..0"''''''' .�,r�j.� O -- -..>-..,>„ _\ Ran .._"_" _'--- 7T/ ~�'_1 ^\� f P/L (wars) Iy ./ �, �{ ii'" 1 tae' (> f-IXST �' �wa91 (IIP.) T) � +.��. ��.\ ` -, DETAIL A• __,.....-,„•-•%-' ' ff \ '. /Foam UDE `, 3 \ 1. tem" ly `\ \` ` 10' \l 1-11 rim ,// Ao /fFNOE !A•• ' .,\ --........s.....„*„.`` \ \ '`, \,' �/ 486' Lid (VAMES) r VANS ROW/FENCE �lt� ,`\ \ \ \, ` O. 3�4' MBAR / \ t 88014 1 ALUM. CM DETAIL 'B" _-- - RR t �w•-• ,.. `� JT - `� �.ff\\\ ` \ COGR-1104 _ .P.R.R, .. 0 SuAtm' **44.,f12 .'• `, ' \\ . \1�\ , `\ / urnmnrnr1cw16wUNCC vxmnrsmcruuln 3 Days Before You Dig: ClicCak: www.UNCC.org .922-198Ts , / GARFIELD \ff* '?.. \ • \ f!f• • � \,\ . / COUNTY COLORADO ���•,. ���\ \' \ \ �\// '' Ted Section g -1-:' g$ r ,..- 1-72" Minimum (Allowable) Maximum Allowable -,It _ S$ R R J _ J Station E$eleUon psi % Hoop Os$g % Hoop y� $ �i)? y�y� �y 8 $ $ �{ 6 }5 Begin 0+00 5280' 1545 51% 2577 84% >R �• of Yrir $ -,- oT oT of vS of '� l b i 54 Y. . Itsl g °C c� " '8 U, te (o qp T `+ High 79+15 5384' 1500 49% 2532 63% It 11 }y S pE5 ISIB )y 6y IS It 16 15 T T u, T u, Sy �y g K R A S Low 191+21 4989' 1671 55% �275L .: 88% rTiiy Ey �! B u 8 o 2t 1s �8 7>: ! o o �y �y Ey �j �y I cam+ 0 0 i ll i O fi cIi B c3' 8 u B g i B. B o s y{ �y I B B 2 i �{ A4s ti g. B o g 45 6 3 End 354+61 5106' 1620 53% 2652 87% TestSecdon Length= 35,461' 6.72 miles water voiume(galions)= 208,339 0.6 acre -ft A Elev. = 396 $$$�.����C ��Siii .{+� ili/E GGti. G Gci �d i* : G�j �� r{i. ,"� ^ ` G{� R �T '3 + S 2 " R 3 i1 �{ i1i, n G G F r1i G F 4444444 ,{ �,�, n� F .t G 444 111(((1:: E m m m m -e ••2 TETTSEE TE" on010e 1-1r HYDROTEST COST s„'aT�o4tio2Y i�-0os PRESSURE TABLE THIS SHEET OONT ON OW 04110.2 -AL -033 PROFILE SCALE H. 1"200. V. 1'-100' IOTES. M.K ron 4i Ca W. A 110106 I jM6A1�U116ID 01.1 IOTA 1 of am MA 1!;..... �..m+nd 6260-.5250 - :raw 8 bltlnd lM iMgn /p Ywl• M a 1*. 31 Wn+0. 01711147 SOK MCI AAIIMAM a raft Al. !OEM ulna C Ill. O a A marc ranee CI Au MOW vane not A _ OM 5200 R R s7s ARUM WOUND-. S102S ea* QEVATfON- 5175 a 6160! • _ .1! RR R 5756 5180 o6114.0 OEMIOIM 03014.101114 10 p m�.A MI ILGCaM 0.r A. anro 88»808180 Ma A CO ITAX*OL 1.412.204IM rrU14. �Ip�nn • ®�C Man NO wwo.. 101 MON.ONO sm4 w� uL1A MN= Aso 419\T.2050 6125$$- ii d a�'� ,t$ - R / II''�� ,-- .��_�IMO 0876 ." 6114,7 �5E1131py 141011 -"-1" M� ®5 BID snow N.�oa61.2 LCR ELEVATION FIR OPEC 1118 Y� 0,111VCICIt *AL VC COW 6 *5d apps 11 16C a nnnn1 w 0qs 6023 - l EOM PIPE DETAIL GENERAL NOTES/LEGEND 100.80 111400 MHO 154+00 162.80 UMW /� 145400 1454 60 00 140 4 © / iD 4 145400 1140400 13080 80 1364 154400 134480 130 400 2 �1E�RY*f4FFE (T) �{ 4104600 114100 010480 710:•00 80 M5 ${ A AERA. iwac R A AERtAL 41410:7* (Edd +O) C. CAIECDiC TEST STAT101/NImc 4�/®l'� REC'T1FlFR II:V 444l11E CHEEK vw.c Dia uvral!E 9AU. 044.0E 9 CONTROL POINT Aim ac woo los 3010 1110 A m G (iu LI l� AIO11m>ml II =CVO Aa I Q♦-, ,3Sj} 024,0 e� g tr a OJ7S 1r.c. 1200 M. 7( NEM STEEL UNE PIPE F + 7{ u S O a Si 0 RR RAIL 16Qa1� mnarol 1W a MI 00458171 ■ >tt� Mala coat c1O1 :14040,31/7* LIAM014'8 a@ _ ww10n12 cRnnW TS SUMMARY OF PIPELINE MATERIALS SUPPLED BY OWNER REVISIONS WIN- t.^fes 0R1AR� A. 11•26 Ile< MI.I, - 045 ENSERCA SIGNATURE DATE "� .-/ /% WiIIiiiis / '/ E�✓/ PRODUCTION RMT CO. WILLIAMS NG GATHERING SYSTEM ALIGNMENT SHEET STAT. 120+00 TO STAT. 160+00 GARFEILD COUNTY ISSUED FOR DATE. 10/06/06 CONSTRUCTION DRAWN CAB 0617706 DIEM DESCRIPTION QUANTITY REV DATE DESCRIPTION DESIGNED SIC 08124/06 2 it . 0.3280WV6' 0..T. 2 a 10. 1200 WCP 34156 FT. 6 RTTgIc, 46. 11• . 8000' R.r.. 67* 1 Ta CHEM® SJC ENGINEERING. 5 118, 0.r, 1r a 0.600' .T., 71 14.T.,0.1 2 EA. 12- >< RT., Mm2 EM FW 1200 WNW �D FT- 10)06 6 CAB ISSUED FOR CONSTRUCTION APPLY 244 PF6JE WAXER E W 16 O. AMOVCnpY.CAMIOa o.on sAY±A 000 aeavrErwAw�nwrxweFe4®agroaAaw®rmm. rtgarM e®a�xaen®roEamaewxlaAI.r MILE WMwAroboreso0mO daSECT*50AWOn*02,oC1. fG01ma n0. 0.11,1 a'O111o141Mlawnw4'1 %TIMMSEF6g1'°oc,x"nnalw.e"aa6e+ae166®'1a ATTIE iulolgar Pan 1AIAumaTv2anr CLIENT SIGNATURE DATE 248 GMC 1174 6TATC4a 2 FA'FIEWOM n LA 2 OB2&'08 08'12!718 CAB CAB ISSUED FOR CONSTRUCTION ISSUED FOR APPROVAL x14 ANODE 11077 ]7471017* 2 EA REVIEW APPA 0907108 CAB ISSUED FOR APPROVAL ENSERCA PROJECT NO. 04110 aur 1' = 200' DRAWN°N0. 04110.2 -AL -004 aov 4 CAD FILE MANE 04110.2 -AL -004 0 06/1785 CAB ISSUED FORAPPROVAL onmMmai+ A B C D E F G H J A B C VEGETATION & TFRRAN ROCKY SOIL SAGE BRUSH AND ROLLING TERRAIN 071NFRSHP INFORMATION B CP -R8 -13Q-13 R cD-D8-114-A TRAVIS JASON IIETCALF + PUCKEiT LAND COMPANY g 78.44 RODS 181.88 RODS ENVIR. RESTRICTIONS ' �J �' I TOWNSHI 7 SOUTH ` RANGE 96 WEST N. �T.UA R � / 75'.2c6.7). ------1,j 70'208 / cac a0a I _/ ���$ / / ( POND........../ VALVVE SET LIE ^ ` C01'iR 110A •7a' `*----O 1 M- k / \ �\ 1 ��` OMR (VARE3) tr PA 80' LINE ." 1 y'�t '' /�\\ 1 \ N. J• •, 7 z aG j / A a WATER \'74- 11 _ 1850' �' A. OF cam of vutER \ CO-CR.858 / OF ITATER as + y / /' -1t . sM�^ '^^�r„��---�.�_±� �,1 I (7 YC. - • PROPOSED VVILLIAMS 12" PIPELINE . , 19 L /L Ci CREEK \ U_NCC '�� n��� _ .` °111(1111"1"0 rt . .: Q. 3 Day'L�""° " s Before You Dig: Cali:1-800.922-1987 Click: www.UNCC.org it-- - / g cam; GARFIELD COUP .. COLORADO f la�y4I y�7yp, mmj y6 y6 6 6 p6 b y6 46 6 6 p6 5�' •' Q K K g u g K # z K# 0 ti t K g V rJ S ��99 _ gg ry le 79 7t F: '.!' F 51 " .4' X A Ai T .g} �•� S }[ S s C 7[ if a i d ii {a S i[ >� jjC C g g O g F O O O g G F O g O g FFG tf % 3 R 8 I ec G g K Fi >.�{ rn O J y .i ec _ O m j LLLJJJ J 3 +� ® 1 cc qq 4% 2 A §7 i1 SS {jj: _ $ R O g G 5 S }( ' 74' ti C to C G 6 _ ii Y 7C G g g ami 9 i C tin g Teal Section t- 12" Mew). Almon= AlteablO rig y Sla'lon Eat V>,a %Hoop TOO I/ %Hoon Seen 0.00 5280' 1500 49% 2512 83% 1TAh 1500 49% 2532 G Low 191.21 91. 4969' 1671 59% 2703 583%5% 66% end 354.61 5106' 1670 63% 2652 87%rg Teel Seco n Length • 35.461' 6,72 macs Water volun (gallorel' 206.339 060480-H A Ewv 395• j G G IEST SEMEN SEMIS HYDROTEST CONT 11 I,..,0$ SEE PRESSURE TABLE THIS SHEET C,,Cr W 1T 10.24E-004 PIPE DETAIL PROFILE SCALE H. 1200' V. 1'� 100' Ea11s ;WM own. 40' a Er a ova - - IMAM WEER MORIN IOEn 82=0. It wdal r. 6203 .- -_ 0200 + 4411 - Y0 - 8 0178 -- 0475 S Erni OF ONE was TO 6E 1111111.1 0100 0170 9100 0410 Q r-a'noa ATO PREM OE/RM. VaANJ.. a a TO .00900E O TO Al MOW 0rSE 01.,1„7321.5084.2 00 ELLIN= 10-� i 1 'moi )IOMA 1405 [lANTON 0100 0 .01010!3 a 1.0 O IC00�2 ,144 N MO DSIII C/ (OWI MO 5075 0091 moors co 1 r� ./ y MOOR 10 CONSIIIX206. S330 f7 K MO N AWn01 10 35 1ELAEQAC Of 011142121 P'RP= N )91 ClEsIn44 5091 KM 00.00E IImMM61IX 1 440000 N .9111711 MO 011015E n ,90d4 3•55 600 AM MID Kqx 0600301100 WlK7. 'ONEMA rit252 lOM BP00g1 arising a l In a 1.Z TK 011l' goof ,tea In �s 9507 OP VIM Nr OI1W 4070 4005 r- NA OND GENERAL NOTES/LEGEND 1Oai0D � 55 10140 5040 00100 111000 15500 15000 10040 150E00 17040 171150 174400 17540 170400 110+00 440150 1044.00 151+50 110100 A AERIAL HAWKER A AERIAL MARKER (E.Yri8) 0 CATHOCIC TEST 5TATUN/AMCCE ® FOECMFIER C WNLHE ❑fL71 VALVE Lal MAINLINE BALL VALVE o p p4 al - ° ill Q� Q ° 1 ° A 1257.7 8 CONTROL PgHf 12010 A4f0 in* me aAD m co o. (m7) IP 120 mu TM M50NIOOAYI APE 100070 ,A[ Q Mt PIKE IOOEIDZ 0112020 Cr MI NO OD10 SPUMY 21.4 1Ko6.r j 5 6 .00 5 . i0.T I gyI'� � a�Au ffi6.1' 400.4 aw.a' + �v'7k17��-tom c . Kc - V '• V ® 6 Q II" MIN [K MKIr 517 - 1317` 12' ■ 0.375 W.T.. 7182 ERw FOE 1200 WOP ti ) STEN UNE PIPE 4 U r'i S 8 PRUNE 0316210a01 „en. MO.1120: MINOMt 0106180 Ib' - s - SUMMARY OF PIPELINE MATERIALS SUPPUED BY OWNER REVISIONS IR, I.511-,11-1, A �1�15, MK 'VL/f''r ENSERCA SIGNATURE DATE //� Williams PRODUCTION RMT CO. ISSUED FOR DATE DSP/26/06 CONSTRUCTION WILLIAMS NG GATHERING SYSTEM ALIGNMENT SHEET STAT. 180+00 TO STAT. 200+00 LINTY RFEILD CO0912108 DRAWN CAB 08117100 REM DESCRIPTION QUANTTTY REV DATE DESCRIPTION 2 ,0.370• RT., OM ,rix 1200 toot. 710 503 4 300.L{ R- /\ / \ DESIGNED SIC 081124(+8 2 712'91 17• , . Plrisl0, VT., 15R 5 CHECKED SIC 060488 r FJVGINEERINfa 0 RTTNO, 00, 12' c 0.600• V.T., CR 1 Q 244 marc OWNER 10 EA APPD' ale =laic lEST SW06 El 1.16/61mEaiDFrm3rAW TL.10;V01A..wANN 611aM1oCED CA a ,�n%IOMTOEE120o. RF aMIME Er SVOT AM•CRN*0.'BORM A+1;uar7E1lum4o- Mnlnuwl9n 1%01 Ar4se91101134442E R *n'wrnE"wnwwm""ncICCMCNTa'COMM 0la'®1"a ALaa44AT TE ROM ni MOI+ M6>�011iAI1n2rrK1Mlrir a CLIENT SIC -NATURE DATE ace AkCCE TED 1 2 7 09128813 CAB ISSUED FOR CONSTRUCTION 226 IMMUNE Bal WISE SITE 1 G 2 CAB ISSUED FCR APPROVAL REVIEW APPY 0997100 CAB ISSUED FOR APPROVAL SCALE ENSE RCA PROJECT NO. 0+110 1' = 200' CRAMP K4 04110.2 -AL -005 :CV 3 CAD RLE NAME 011102.AL-005 0&117108 CAB ISSUED FCR APPROVAL A B C D E F G H J c J ad.•lw 4?.>..• ROT SOIL SIGE BRUSH AND ROI LING TERI'tJUN \. \ TOWNSHIP SOUTH RANGES6 a• ,w. _.leans PROPOSE D YRUTANS TPIPELINE - • r 1 !�»\" ti w� \�., i ser \!. •/ . �+"' L Y1Ili \O% 06` �. WILLIAMS I NPEUNf ‘'•1,0 . i%s , n:Gk�.t: tp • ..— "\ r T 7DWore You D19: `\ ..— Ca:e« GARFIELD COUNTY / COLORADO Fk 0 1."1u.^.. ipic 6 Jc ni �}es n.�., w..... a -9=e9-, -w ii 9g: men., e e ee pi e- - cc e Y^� ..Ys. k j�" i�� I' a qtly@4li� iee i I I Lk I S I� �. . Q s i� kJ L si�� �. e I YPf. o •P ll rrµ •• di1diiid 00100!4 iiid 004&20 dd 1111N1 000iaadamange 111141 t0 i1111 2.00.49. d ii 0 it. i 0 21111111 401000.0 /111121 tttaaad Sadi di ling ea i a *1 d0 1 a d g WORDIEST haieffalajs-- SEE PRESSURE TABLE THIS SHEET =,J:i'rr i OM � MO _ _._i =_. I OM =..-. _Is -,i i.m. xB ;i =—st few am caws sk qS !I, � —'�. ...�� e, sf _ \w ----V.-Jets =no= 'd a L Coto. - ..I•,. NW, a aus GOOK 110A3A1000 A woo A .ee awn) m n ii OMR on roull }.0 fl 0 J,!ap^0 �/ O Q _m,w.m se - 'II i6 gni_e ."anems ...an .�/Ca o i6 r_...... de +sD..: j0{'C tt (. j��/��QMUNX3ENEMEERWfz /V.0. ✓ PRODUCTION ILII CO snuff o WRIML] Plata w owu "`�'A°' CONSTRlK11DN BTAI. GAPS� YNNW ILIAIS MOOD�f irk:•. r �,.,. TtTJI BWilli Rai B Ike( •Iw ea co IIILpIAINWOL e.wa aT - •io' 4 •1, •.., VON D• e-ADOCIU WA Pat IRLCIIC 4II• aa I'•1117 I-MIDTNall I1 _ N W 011=1010/10094.,.no^ 'ft/at elaWa A a C O E C H J 0 0 H 'gaala0 ROCKY SOIL SAGE BRUSH AND ROLLING TERRAIN Wei mo -n Gi tlf� G fYOYI 4 eRolsr .Gu YN AIR pACfY6 ,,c '•'.� RANGE 96 WEST / O o 001011 we— V 0ODq. • /,1 ' ' Er / , I /, / •�a�sL i 1• O 0m PROPOSED WILLIAMS IT PIPELINE 1�\ [e. You R if. //II I N�� r Cot 14000tAlta dtle.wllNG// . ��r: ':?l l^ / � id f� au \ / Y boy WILLIAM PROPOSED a'RPFLBE Y S rl•/ \ •1• ax a. .r us .1 ...—r.. rT.s( VIe•ffnl TP11 ri l rn. //)rf / uf... . •"" GARFIELD CDUNTY � CCLDRADO • li I..Yvp deal y Y .. S Y YY 01- f '� I aae� �E EB E dz at far ee p a °M ;:. " . 118p.1q i e R . . . _... .�• e • •".....;::w: .a . 'n • „: q a�� Bin kkd dkk8 a �! AIS 1 aj 1 ' i •t. '" t t. t Lit iiiiidit Lid dddd iB /E.i & t i. till 4 ..n. ea "Cai eIMO el "`"""` HYDROTEST go xi.az. SFF '''RESSURE TABLE saT. THIS SHEET.. Vs rffingfe: Ma ,r... b.r_rao 1 is .................' 1� ' a it,? .am , 9 i8_ 1 L A ,.,. =o sestrral= _y/me re ma PIPE OETNL OS all3A1000 ilinie ._ tam IIMS40 A a maw �e� 111 own ova wok v . wr tr. 1111 II( fil ISM ma am um sm‘ Pewe mu vue 9 o.. nal Fa a E O D n 0 0 0 o aOM 0111•AMIlt WOMB 004 s WC MC 0 O O 5�6j IE,AW'l9 A(W great (ENGINEER NC. �/j /f� MI / // gigh PRODUCTION RMT ca ONNI A news em RNAPAY 6 WGMC WNL] KWIC W 01.0, SPICY ISSUED FOR ..c. w,..,a CONSTRUCTION Y.11�1�11$HDQAlIf10�r,sT Y wgNprsHD:T STAT.2E003 TO Bat. SiO+ GAPS=CONDY nos CiefieIY !Y 00 MOS IS W RCO mule w Si i V.'H_iC.' IWI''8L% ¶S o.om fe .e.e. 1T' SY, S. 1t wm .F CST 110•DW an. er afuolwr.e.a - �`!�� , .fMY ISOM w aw.AwfWi Am 00[ IRLCIM 41V sna r.'m i guo,a oaf _ N W rOpIMRMI m�w• IYf�Y bYIM.W A 0 C O r G H J SEE GENERAL NOTES FOR PROPER INSTALLATION Qi TILASE 1BD OCTAL T ,FOIIfATION t� YIN- OOIiID umur DEMO nowT 0 /'-MURK sYr'1 r"�M1i>• A/at FAR ffZiFHNr E9SUmdT AYVHcimOL CL CAm[ — — CI / TYPE 'A' TEST STATION (POTENTIAL MEASUREMENT) NIS ...................... SEE GENERAL NOTES FOR PROPER INSTALLATION L 0 TEST STATION $ ?AMP STSTOI PfAIAIOfr A9i1ilLE COMMOM —1�..I ` TYPE 'C' TEST STATION (IR DROP AND POT'L MEASUREMENT) NIS 0.01 OHM SHUNT NAL BOARD CE CALL TEST LEAD ANODE LEAD AIMS BUNDLED AMO CRIMPED TO MO TONGUE WO LEAD TO PIPE _\ LEAD TO RPE (/ AS REQURED) (# AS REQUITED) • TYPICAL TEAYNAL BOARD LAYOUT (CONFIGURATION SHOTTN FOR TEST STATION TYPES A B Nk C) OUTER TEST LEAD W • TYPICAL TERMINAL BOARD LAYOUT (CONFlGUNATION SHORN FOR WRRENT SPAN TEST STATION TYPE C) rAR-i'AO/ m i1UsiaM *OW racism MEDIC SEE GENERAL NOTES FOR PROPER INSTALLATION TYPE 'B' TEST STATION (FOREIGN PIPELINE CROSSING) NTS SEE GENERAL NOTES FOR PROPER INSTALLATION RP TA T ;PATON ELPPORT POOR 1 6 .YAM/41M MACRO ILIN.A C [I'M) (Tons OEM sv SeMCOMa TYPE 'D' TEST STATION (SACRIFICIAL ANODE & POT'L MEASUREMENT) ISSUED FOR OATS 09/29/08 CONSTRUCTION NTS .�J Williams PRODUCTION RMT CO. Preliminary .A" '•t I y - QualCorr ENGINEERING Denver, Colorado USA GRAMM Ma MAu CHECKED 04110.2—cP-001 CATHODIC PROTECTION DESIGN DETAILS MMV JF MMV WILLIAMS NP GATHERING LINE GARFIELD COUNTY, COLORADO mA'JiIE sm¢T CP -1 O'h 12-15-0.S '1.0' �' NOTE: SINGLE PIPE IS SHOWN DUAL AND TRIPLE PIPES SHALL BE SIMILAR; BOND EACH PIPEUNE. AWG #12 THAN SOLID WIRE (TYP.) ANODE LEAD WIRE (FROM EACH ANODE TO TEST STATION) — TOP OF ANODES MUST BE BELOW CENTERLINE OF PIPE OR 6.-6' MIN. unaR=11°11=11 =u=d= TO TEST STATION l�J I TERMINAL BOARD LAYOUT SEE INSET ABOVE GRADE TEST STATION WITH REMOVABLE COVER 4 2 TEST LEADS TO EACH PIPE SEE SPECS FOR SIZE AND PIPE THERMITE WELD ( 1 ` REFERENCE ELECTRODE INSTALL WITHIN 2'-0' OF STRUCTURE ANODE (TYP FOR 4) ®GENERAL CONFIGURATION / SCHEMATIC NTS To Be Used Only as a Reference for Material Placements SUCTOR ,...............................– INSULATEDANSTANDARD 4 AWG. STRANDED COPPER RHOF SO FYELLOW�INSULATION. STANDARD LENGTH OF 50 FEET. BITU/ASTIC SEAL OF LEADWIRE CONNECTION. COPPER/COPPER SULFATE ELECTRODE WITH 20 YEAR DESIGN UFE MIN. FILL OF 50% GYPSUM AND 50% BENTONITE. CLOTH SACK. REFERENCE ELECTRODE DETAIL NTS COPPER SLEEVE (IF REQUIRED) THERMITE WELD PATCH COATING 7 -LEAD WIRE CP TEST STATION INSERT DETAIL STRUCTURE COATING INSIDE PIPELINE WALL THERMITE WELDING INSTRUCTIONS 1. REMOVE PIPE COATING APPROXIMATELY 4" DIAMETER SPOT FROM STRUCTURE. 2. CLEAN AREA APPROXIMATELY 2' DIAMETER TO BRIGHT METAL 3. REMOVE 1.2' OF INSULATION FROM END OF WIRE. 4. WELD CONDUCTOR TO PIPE. USE APPROXIMATELY GRAPHITE MOLD AND CARTRIDGE CHARGE SIZE. 5. TEST THE THERMITE WELD CONNECTION BY STRIKING THE COMMON SEVERAL BLOWS ON THE SIDE USING A ONE POUND HAMMER. TOP OF WELD MAY BE HAMMERED FLAT IF REQUIRED. 6. APPLY HANDY -CAP. (SEE HANDY -CAP APPLICATION INSTRUCTIONS ON THIS DRAWING.) 2 THERMITE WELD DETAIL NTS NTS (SEE INSET FOR TERMINAL BOARD LAYOUT) LEAD TO PIPE (# AS REQUIRED) HANDY -CAP APPLICATION PROCEDURE STEP I. CLEAN ALL MUD, DIRT, GREASE, OL AND OTHER CONTAMINANTS FROM THE METAL SURFACE AND ANY PART OF THE MILL APPUED COATING WHICH IS TO BE COVERED. APPLY A COAT OF ROYSTON ROYBOND 747 PRIMER AND ALLOW TO DRY TO A NON -GLOSSY APPEARANCE, WHICH WILL TAKE ABOUT 5 MINUTES, DEPENDING ON HUMIDITY AND TEMPERATURE. STEP 2. REMOVE THE RELEASE PAPER FROM THE BOTTOM OF THE ROYSTON HANDY CAP. BEND THE PLASTIC SHEET INWARD AT THE SERRATIONS WHEN APPLYING TO SMALL DIAMETER PIPE. POSITION AND PLACE THE HANDY CAP ON THE WELDED AREA WITH THE TUNNEL OVER THE LEAD WIRE. STEP 3. PUSH THE DOME OF THE CAP FIRMLY INTO THE WELD AREA. NOW UFT THE LEAD WIRE AWAY FROM THE PIPE AND SQUEEZE THE BLACK RUBBER COMPOUND COMPLETELY AROUND AND UNDERNEATH THE WIRE. THEN PUSH THE LEAD WIRE BACK DOWN ON THE PIPE AND PRESS THE ELASTCMERIC COMPOUND INTO FIRM CONTACT WITH THE PIPE OVER THE ENTIRE AREA. NO FURTHER PROTECTION IS NECESSARY WIZEN ROYSTON HANDY CAP COVERS THE ENTIRE EXPOSED METAL AREA. UNCOVERED AREAS SHOULD BE PROTECTED BY APPLYING TAPE OR MASTIC, SUCH AS ROYSTON BLUE MAX WATER PIPE LINE TAPE CP OR ROYSTON ROSKOTE MASTIC. WHEN COATING OR WRAPPING THE ROYSTON HANDY CAP, REMOVE THE NARROW STRIPS Of PLASTIC RELEASE FILM ON THE TOP OF THE CAP. THIS WILL ASSURE MAXIMUM PROTECTION BY EFFECTING A POSITIVE WATERPROOF SEAL. 0.01 CHM SHUNT TERMINAL BOARD REFERENCE CALL TEST LEAD TYPICAL TERMINAL BOARD LAYOUT ANODE LEAD WIRES BUNDLED ANO CRIMPED TO RING TONGUE LUG LEAD TO PIPE (# AS REQUIRED) (DIFFERS FOR CURRENT SPAN TS (TYPE C) ISSUED FOR DATE: 09/29/06 CONSTRUCTION 1. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGWEER OF ANY DISCREPANCIES BETWEEN THE PLANS FOR THIS PROJECT AND ACTUAL FIELD CONDITIONS WHICH MAY INTERFERE WITH THIS PROJECT. 2. PAINT ALL NEW EXPOSED RACEWAYS, OUTLET BOXES AND JUNCTION BOXES A COLOR THAT MATCHES ADJACENT SURFACES 3. ALL WORK SHALL BE NEW UNLESS OTHERWISE INDICATED. 4. CONDUCTORS SHALL BE MINIMUM #12 , UNLESS OTHERWISE INDICATED. 5. INSTALL ALL ANODES A MINIMUM OF 6 FEET FROM THE PIPELINES AND ANY OTHER UNDERGROUND METALLIC STRUCTURES. 6. INSTALL REFERENCE CELLS BETWEEN 3 AND 24 INCHES FROM THE FUEL PIPELINE. 7. FLOOD ALL ANODES AND REFERENCE CELLS WITH MINIMUM OF 5 GALLONS FRESH WATER PRIOR TO COMPLETION OF BACKFILLING. 8. LOCATIONS OF ANODES AND TEST STATIONS SHOWN ON THIS DRAWING SET IS SCHEMATIC IN NATURE. LOCATE TEST STATION AND ANODES WITHIN ZONE OF PIPELINE CONSTRUCTION. 9. ALL IMPRESSED CURRENT CATHODIC PROTECTION SYSTEMS AFFECTING PIPELINE MUST BE TURNED OFF WHEN CONNECTING NEW PIPING. 10. THE CONTRACTOR SHALL COORDINATE AND OBTAIN THE NECESSARY CLEARANCES FROM ALL LAND MANAGEMENT OFFICIALS AND OWNERS PRIOR TO ANY WORK ACTIVITY OUTSIDE THE WIWAMS EASMENT OR RIGHT OF WAY. DAMAGES DONE BY THE CONTRACTOR TO EXISTING UTILITY LINES DURING THE DURATION OF THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE. REPAIR WORK SHALL BE PER RELEVANT STANDARDS AND APPROVAL 11. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING CONSTRUCTION WORK IN ORDER NOT TO DISRUPT EXISTING UTILITY SERVICES. IN THE EVENT THAT THE CONTRACTOR DISRUPTS SUCH UTILITY SERVICES, IT SHALL BE REPAIRED AS SOON AS POSSIBLE AT NO ADDITIONAL COST TO THE WILLIAMS. 12. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS WITH MINIMUM INTERFERENCE TO ROADS, DRIVEWAYS. PARKING AREAS, SIDEWALKS AND OTHER VEHICULAR AND PEDESTRIAN FACILITIES. 13. INTERRUPTION ON EXISTING UTILITY SERVICES AS A RESULT OF THE CONSTRUCTION WORK SHALL BE REQUESTED IN WRITING TO THE APPROPRIATE AGENCIES AND SECURE A WRITTEN PERMIT(S) TO THE DESIRED DATE OF INTERRUPTION. 14. TRENCH EXCAVATION WITHIN UNSTABLE MATERIALS AND / OR WITH DEPTHS GREATER THAN FIVE (5) FEET SHALL BE BRACED AND SHORED FOR SAFETY. CONTRACTOR IS RESPONSIBLE FOR THE PROPER BRACING AS PER EM 385 SAFETY MANUAL OF THE ACOE. 15. THE CONTRACTOR SHALL REQUEST FOR UNDERGROUND WORK CLEARANCE FROM APPROPRIATE OFFICES INVOLVED PRIOR TO ANY EXCAVATION WORK. 16. ALL WORK SHALL BE SCHEDULED TO PREVENT UNNECESSARY OR EXTENDED INTERRUPTION IN EXISTING UTILITIES OR DAMAGE TO THE EXISTING UTILITIES AND APPURTENANCES. 17. CONTRACTOR SHALL RESTORE ALL DAMAGES AS A RESULT OF CONSTRUCTION INCLUDING. BUT NOT LIMITED TO, PAVEMENT EMBANKMENT. CURBS, SIDEWALKS. SIGNS. MARKINGS, TRAFFIC CONTROL DEVICES, MANHOLES AND UTILITIES AT NO ADDITIONAL COST TO THE WILLIAMS 18. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SILT AND DEBRIS AS A RESULT OF CONSTRUCTION. MATERIAL LIST �lli�iams' PRODUCTION RMT CO. Preliminary I ...,y urbly that N. 0., a Hmv.a by . « aPP. ,ry Quail O ri• ENGINEERING Denver, Colorado USA CRAMNC HOE CE9GNED MIAMI O[OIED 04110.2-cP-002 CATHODIC PROTECTION DESIGN DETAILS MMV JF MMV WILLIAMS NP GATHERING LINE GARFIELD COUNTY, COLORADO SCALE sILCI CV -2 A B C D G H J IEV POST IEV KVICIN I4iT TO EE RPM RIR11FACE ERECTLY OVER MUNE E DI FAMES EACH MIDI �SEE MT UNIONISE ' •a1 1 R'1R EACH � IE SEE MAIL S EL E)OST11G L'_ EOM FINE 1.1 qb I KEY POSTS x L Wit EV HAPJED V0EVIiE rlumn SLAI MN POST Lam. 4 PLACESIS , ••DTA TTEI,ro 4ATm r+aT�j�����-pI E. Ai 6 ? � i. \ %mss �� 1.......„_13.7... g.•—_i■■■■■■i■■■ ■■■i■■■■■■i_•— iti �r_II . I.= AVERIK,F SLOEa LAT4RS 3/16' 11K ����p.r rr-r-06 IGAIL Wi [F FW // �� IATCl1 IS YTIAES ff41111111= f9 1VISTTI Via, rI �I�II!■• SNE AS DOME �II. MICE 1!■LTTP EA I GIV7E Pram ' r•, a II u ' \ \� \� II 11 �� .•\�.: u IlOW �,� • L�,��� i-': N I ' = CARRIER SATE 414 PFE (A. at TREATED MED OIEIM10EIDUM MICE MA77RDIL.) I;/;//\\ \�\ 17.:1:•.:, .1 I S6'Iml •Ay1' ��_� Blt4� KEV 4' TEA1EI 071 PATCH E)OSTRG POST POST) oil, 6' DAA x 7,_r TREATER VC7 P[Ltt !EY 6' TREATED VOD IEY4'PmT Flab I`��!I ■ ■ • ICA aux s1a1[c ■ ! P MIME EF - I��.=I 1-1 SEQ1E DI PLACE I—I AYE. SLUE CI SPADE CID M9 TYISIE) 1 .., . ll 6'-0* NAL ill I _i a I--1 t0 =ar air WIER MN PI CC krL PETE 0 1_'�1 CT, a PILL) 1/-ILT IMMIIIMICII r I> Tr1CF SPIV ,F E bil I 2 SIMKO II 19 I I 2 SIN= IF B9 NES/ 1. F71! SLIMA>Fi4TE11 TIM a•' 16E SL 9X ALIGN/NT NUTS ER mumu /EMIIIIMAMSS 2. IMERS SHILL IE RETAI O SWIPE OI AA 01 ' AMEF RIPE f(S') AMC TAT E&DE'KO AT L(CAT}nlS WERE TIE NATURAL NAME PATTEW. PROFILE U HACIff11 INTERIM VOL CAUSE TIE TRENCH TO ACT AS A MAE 3 AS kIPAEDE TR E PEASIRE1 AL IG TREICH ETTIl1 WI RECALCILAro FIR DREICT DAMES 14 AVERAGE yI 7 TWISTED VRE 6 .,1 I x,1, I, tp114• 7.A..A.: NOTEI VIRE 6'-' IC= 1 POSTS, VIE All 01}ER MATERIAL SHALL K EF MAL PR PEW NITER L TO a ACC SIMM TO a CEI TREIE1 OI MN STs OF PIPELDa CROCS S PRIM IF FEIAE. a MINERS TD BE DISTILLED AT REPERTT LIE FEPEES IILT. RAPIERS ID IE SEE IKIE e MTE11 DEISM FT]EG ID DORAL >a1MNILING PETALLED AS SINK ER LVO IL 4.51. FELE COT NO IES10AT1UI 1 MEI L =TRACER SNAIL 2. [EMT KMT BE 1EJFASED s JETALL AT ALL LOCATORS DEM: 10 ALLUF ROAD CLEMOICE • u t •a• • a• .1 .1 h I 1 S>rTi11 7-r MATER IT OYFFR FOR LOADER VEIELLS VIAE IRENAG Ot CLPDI 041ES. TEIPOBRY FACE 641E OFFSET) 4. Ma T9Flci N9 ML. lE RETS SF I Pf�! DRAM IS A3.7. SADLE HALF P11E0 vim REEK FIFE EARTH. 1) 6 r. 1?,1 NiAMFRi IN MCI CIDER 11#W A7 CANMI. ER RIVER SHILL >1 1Y OUT 7, DIMER NAY SPECIFY R LTLiEHME FORK BREAKERS PI LIES OF EARTH FL. SACK MANUS PAPAW ROLL TE DI =RIM WITH QNTRACT LOT PRM PER MAKER 1HTCH 11F -AER REGIDIDEIITS 171 tU I.j Yy I'1 © 6ID a ID Al i34 I�I,T:4, .. ....•.I '. T -i i'.: .'11.. •.1I. 1 •.:1•:1 . r ) et . Ea Q ig - p1 +U c100 O 0 1'.1 r_) RN -: PIPE TO 01100 TO RET OF VAT NAwaN SDI - . i1:,I . Y NNW MIN \ .. PO / ").7.''0 IF HILL VALVE W, PIPE /,./ I CLEAR FEE LIE 1 .. ILLT r r Mx ... IT - } St _ - 0 rr? m _ !j`'` :ti •• — 47 SLIME FIR /2' 'r :v 4,2ESEROMMEFFEARMAICA. /:/�/./.!/.�'//// - //. /.::/.% IS - e•: iv g PIPE n>v T �s*�� O Ir MC_ 1 if II r DOLL VOL 0 o'D0 O r TALL VALVE IP R. PALL VALVE -r AMU. vALYE of io �fj;Fl - ,Iif) 0 PPE r I O OI1)0 0 1 UNE PIE NAVY PALL NAVY WALL LIE PPE SEAS IUIEPPE CESSDii PIPE 4) DELIILLMELEMLIEIZIE OE CIE 4) OAR Off Tlt L D A 1' TO /f� TVA rum LIE FIFE (� MEES 1. CROSSINGS SW.L IE 11 ECCIRINII VITH NILICAPE PONT, E. 450 I31a46 PBC 9MLL Mal AT IOMU1 113 510111 LF VAT LIE. f'' 2' l.INR11M . ".141..,.,.1,.. >f HN1 VALVE © \ 4:71 0 0 B' W1 VALVE © 0 LDV PREMISE 0 MECUM AT INA STATER Kisumu cry fl si 47 A L• LDV PIE ENE LDE EPOS 1 RE PIE AM MOM REU EI METH EF PDE FIR =SAES IF PICC ROME. SHALL K AS s lv NI NJMMIN O 9EETS 4. ALL ®E7 =ME PDE SHILL HAVE A KIEN11 EF PIE BO OXRETE CIAIDS FIR FROTEMIN w.051 PEERflIII PIPE RR SEA COT CRS 51S IIT HEILEE CEMMETEB' we. LICASE1 ROAN CADMIC. BUFJ P MEN CUR REFERENCE DRAWINGS REVISIONS 1A*.i.... tlr1.+1rs sh ENSERCA SIGNATURE DATE •.—J . PRoDucT7oNRAFT CO_ WILLIAMS GATHERING SYSTEM PARACHUTE TYPICAL DRAWINGS ISSUED FOR DATE.asrE�ro6 CONSTRUCTION OMNI( DM 0417106 - - MN DATE OEBCRPTIDN 0 - - A FVGINEFJ2ING_ - A AMUN06LE! 11WCVM BYMTN MOM IN5 MOM OMR 6B717.710 MA ° NI WILIER o 1111.611•2111105. 6:.r�.M.� 1511111.1611t. CLIENT SIENATTRE DATE - - A oBr�as GH 581E0 FOR CDN8,Td1C'TK)N A3 09f21106 GH ESE0 FOR CCMSTRLICTTON SEVEN 011 PI rFROI®,u,. nTEKalto,Ea ITODER,a,r:1. illi Q 16iig1016N1111RID1T01 F FORA Rim Nif mavlt, RIR,OURIENRraOMNI 1NiB1COMIC 6131E3YABOWER11O lira BEATTE 00.E MK ALN TE 1M11Xti1IEOU®1 MIrIel I1.811Y ORM 771x11E1001a eeeOYE11q. Apprr - A 01Y12A16 C.AB EKED FOR APPROVAL E31BERCAPROJECT ND. 04110 �. N.T.S. r 04110.2 -TC -001 N 3 NAA CAD REE 041112-TCD01 - - A ooDSUA CIIB BELIED FOR APPROVAL A B C D E F 0 H J A F C H J Williams Alignment Sheet Material Take Off 12" Main 12" Bore OTY SCM DISCRIPTION 1 6 2'x 6" Pipe Nipple. SMLS. CS. ASTM A106 WPHY 42. 51160. PBE 2 4 Tx 6" Pipe Nipple. SMLS, C.S.. ASTM A 106 WPHY 42. S/160, POE•TOE 3 LinePlpe Pipe Pipe, SMLS, CS ASTM A 106 WPHY 42, 0.322" W.T., Bare 4 10' 12" Pipe. SMLS. CS, ASTM A 106 WPW 42. 0.375" W.T., Bare 5 1 8' Tee. wiiPig Bar. Std..CS. BW. MSSSP-75. WPHY-42. ASTM A234, SMLS. ASME BI6.9. 6 2 8" .375" .500" 2 12" 90' Reducing Tee w1Pig Bar, Std., CS, BW, ASTM A234, WPHY-42, ASME 816.8 SMLS 8" 45° 8" 90° 12' pipe 12' 45° 12" 90° Pipeline CP Anode Sheet # W.T. W.T. 12" 45° Fitting Fitting 8" pipe Fitting Fitting low Fitting tow Fitting low Markers Station Station 1 3957,6 14 12 2 Gasket, 118' THICK SPIRAL WOUND Class 300, TYPE 316 SS. GRAPHITE FLE)4CARB With Inner Metal Ring & Centerline Ring, FLEXITALLIC TYPE "CG, ASME 816.20 15 12 8' Gasket. 1/8' THICK SPRAL WOUND Class 300, TYPE 316 SS. GRAPHITE FLEMCARB With Inner Metal Ring & Centerline Ring, FLEXTTALLIC TYPE "CG, ASME 616.20 16 12 '3 Gasket, 1/8" THICK SPIRAL WOUND Class 300, TYPE 316 SS, GRAPHITE FLEXICARB With Inner Metal Ring & Centerline Ring, FLENTALLIC TYPE "CO". ASME 816.20 2 3960.6 5(8"x 3.3/4" 6 18 156 7/8"x 5-3/4" Stud Bolt. ASTM A193. Gr. B7 wI2 NH Nute, ASTM A194. Gr. 2H (8' ASME Class 300 09.) 19 80 1-1/8"x 7" 14 1 4 3 3933 212 6 2 Class 3000, FS, MSS SP -97, Abs.0CS 22 6 T Ball value, Class 300. Flange Ends, Fall Port, Later Operated. pad4ockable, API BFA, Grove B -4C Buna seat & seal, GrapNte Stern Packing 23 28 4 1 4 3445.5 524.91 Ball Value. Flanged. Class 300. GROVE (COOPER CAMERON. SCV) SERIES 85. worm gear operated, Bunn Seat & seal. Graphite stern Packing 2 4 2"x 3/4" Reducing Coupling, Threaded, CS 3000#. ASTM A105 MSS SP49 26 4 314'x 1/2" 16 2 1 5 3863.4 28 9 1 Removed Endura 29 4 2' THREAD.O-RING. Filling Assembly wsth Cap. T D. WILLIAMSONs model 112"-TDW TMead.O.nna.Fitbng # 00.06.12.0200 10 1 .. 6 3881.4 12 3 11 1 7 3976.63 71.3 2 16 8 3966.6 5 3970.4 5 20 2 9 3971.8 3 1 3435.4 5 1 512 2 20 2 10 4856.2 6 3 4856.7 64 24 8 11 3193.2 3 6 t Total 39812.7 524.9 53 14 7477.1 12 I 1 8561.9 n 4 177 25 20 BILL OF MATERIAL FOR DWG 04110.2 -TC -001 300# MARK OTY SCM DISCRIPTION 1 6 2'x 6" Pipe Nipple. SMLS. CS. ASTM A106 WPHY 42. 51160. PBE 2 4 Tx 6" Pipe Nipple. SMLS, C.S.. ASTM A 106 WPHY 42. S/160, POE•TOE 3 70' 8' Pipe, SMLS, CS ASTM A 106 WPHY 42, 0.322" W.T., Bare 4 10' 12" Pipe. SMLS. CS, ASTM A 106 WPW 42. 0.375" W.T., Bare 5 1 8' Tee. wiiPig Bar. Std..CS. BW. MSSSP-75. WPHY-42. ASTM A234, SMLS. ASME BI6.9. 6 2 8" Tee, Sid.. CS., BW, MSS -SP -75, WPHYd2, ASTM A234, SMLS. ASME B16.9. 71 2 12"x 8' Reducing Tee w1Pig Bar, Std., CS, BW, ASTM A234, WPHY-42, ASME 816.8 SMLS 8 10 T Flange, RFWN, Sch. 160 Bore, C.S. Class 300, ASTM A105 WPHYd2, ASME 18.5, 125 to 250 RMS/AARH FACE FINISH 9 2 2' Bind Flange. RF. C.S.. Class 300. ASTM A105 WPHY-42. ASME 16.5. 125 to 250 RMS/AARH FACE FINISH 10 10 8' Flange. RFWN. C.S. Class 300. ASTM A105 WPHY-42, ASME 816.5. Slit Wt.Bore. 125 TO 250 RMS/AARH FACE FINISH 114 11 8" Bond Flange. RF. Class 300. ASTM A105 WPHY-42. ASME 8/6.5. 125.250 RMS/AARH FACE FINISH 122 6 12'Flange, RFWN. C.S.. Class 300.AS1M Abs0WPHY-42, ASME 816.5, STD W.T.BORE, 125-250 RMS/AARH FACE FINISH 132 9 12' Bind Flange. RF, C.S.. Class 300. ASTM 0105 WPHY-42, ASME 16.5. 125-250 RMS/AARH FACE FINISH 14 12 2' Gasket, 118' THICK SPIRAL WOUND Class 300, TYPE 316 SS. GRAPHITE FLE)4CARB With Inner Metal Ring & Centerline Ring, FLEXITALLIC TYPE "CG, ASME 816.20 15 12 8' Gasket. 1/8' THICK SPRAL WOUND Class 300, TYPE 316 SS. GRAPHITE FLEMCARB With Inner Metal Ring & Centerline Ring, FLEXTTALLIC TYPE "CG, ASME 616.20 16 4 12' Gasket, 1/8" THICK SPIRAL WOUND Class 300, TYPE 316 SS, GRAPHITE FLEXICARB With Inner Metal Ring & Centerline Ring, FLENTALLIC TYPE "CO". ASME 816.20 17 104 5(8"x 3.3/4" Stud Bolt, ASTM A193, Gr. 87 w/2 HH Nuts, ASTM A194. Gr. 2H (2' ASME Class 300 #g.) 18 156 7/8"x 5-3/4" Stud Bolt. ASTM A193. Gr. B7 wI2 NH Nute, ASTM A194. Gr. 2H (8' ASME Class 300 09.) 19 80 1-1/8"x 7" Stud Bolt. ASTM A193. Gr. 87 w42 NH Nuts, ASTM A194. Gr. 2H (12" ASME Class 300 8g.) 20 4 Tx 8" Welddet. Class 3000. FS, MSS SP -97. A105. CS 212 2'x 12"Welddet. Class 3000, FS, MSS SP -97, Abs.0CS 22 6 T Ball value, Class 300. Flange Ends, Fall Port, Later Operated. pad4ockable, API BFA, Grove B -4C Buna seat & seal, GrapNte Stern Packing 23 5 8" Ball Value, Flanged. Class 300. GROVE (COOPER CAMERON, WKM. SCV) SERIES 135, swim gear operated, Bona Seat & seal. GrapHte stern paclonq 24 2 12" Ball Value. Flanged. Class 300. GROVE (COOPER CAMERON. SCV) SERIES 85. worm gear operated, Bunn Seat & seal. Graphite stern Packing 25 4 2"x 3/4" Reducing Coupling, Threaded, CS 3000#. ASTM A105 MSS SP49 26 4 314'x 1/2" Gauge Value, THRD., 316 S.S., w/112' BLEEDER VALVE. 316 S.S., w/1/2" PLUG, THRD., HEX HEAD, CLASS 6000,F.S., ASTM A105 274 1 112' Pressure Gauge. 4-112" Dial, Phenolic weatherproof case, 1/2" NPT, Ashcroft # 45-1288WD4MkS LGNH-011.000 psi 28 Removed Endura 29 4 2' THREAD.O-RING. Filling Assembly wsth Cap. T D. WILLIAMSONs model 112"-TDW TMead.O.nna.Fitbng # 00.06.12.0200 W CA 44. BILL OF MATERIAL FOR DWG 04110.2 -TC -002 6000 MARK OTY SIZE INSCRIPTION 1 4 1"x 6' Pipe Nipple, SMLS. CS. AS1M A106,S/160. 713E 2 3 2"x 6' Pipe Nipple, SMLS. CS, ASTM A106 WPHY-42 , S/160. PEE 3 1 2'x 6' Pipe Nipple, SMLS. C.S., ASTM A106 WPHY-42, S/160. POE -TOE 4 63 12' Pipe. SMLS, CS. ASTM A 106 WPHY 42. 0.375" W,T.. Bare 5 2 1T Tee, w/Pig Bar, Std.,CS, BW, MSS -SP -75, WPHY-42, ASTM A234, SMLS, ASME 816.9, 6 1 12" Tee. Std.. CS.. BW MSS -SP -75, WPHY-42, ASTM A234, SMLS, ASME B16.9. 7 2 12' ELL C.S BW,12"-90°L.R, 0.375 W.I. MSS -SP -75, ASTM A234 WPHY-42 SMLS 8 4 2' Flange. RFWN, Sch. 160 Bore. C.S. Class 600. AS1M A105 WPHY 42. ASME 16.5. 125 to 250 RMS/AARH FACE FINISH 9 2 2' Blind Flange, RF. C.S.. Class 600, ASIA A105, ASME 16.5, 125 to 260 RMS/AARH FACE FINISH 10 6 12" Flange. RFWN. C.S.. Class 600.ASTM A105 WPHY 42. ASME 616.5125.250 RMS/AARH FACE FINISH 11 11 12" Blind Flange, RF, C.S., Class 600, ASTM A105 WPHY 42. ASME 16.5, 125-250 RMS/AARH FACE FINISH 12 6 2" Gasket- 1/8" THICK SPIRAL WOUND Class 600, TYPE 316 SS, GRAPHITE FLESCARB With Inner Metal Ring & Centerline Ring. FLEXITALLIC TYPE "CG". ASME 816.20 13 9 12" Gasket, 1/8" THICK SPIRAL WOUND Class 600, TYPE 316 SS, GRAPHITE FLESCARB With Inner Metal Ring & Centerline Ring, FLEMTALLIC TYPE 'CO", ASME 816.20 14 56 5/8"x 4-1/2" Stud Bolt, ASTM A193, Gr.B7 w/2 HH Nuts. ASTM A194. Gr. 2H (2' ASME Class 600.) 15 180 1.1/4"x 9' Stud Bolt, ASTM A193, Gr. B7 w/2 HH Nuts, ASTM A194. Gr. 2H (12" ASME Class 600) 16 2 Tx 12' Thredolet, Class 6000, FS, MSS SP -97, ASTM A105. CS 17 3 2'x 12" W elddel. Class 3000. FS. MSS SP -97. A105. CS 18 2 1' 8a8 value. Class 3000, W.P., SCR'D.,Lever Operated. WKM 1F-13136-CS2d342-WR, VTTON SEAL. FULL PORT. API EFA . pad-Iockale 19 3 2' Baa wlw, Class 600. Flange Ends. Full Port. Lever Operated. API 6FA. Grove B4C. pad•lockale, bona seat & seal, Graphite dein packing 20 3 12" Ball Valve, Flanged, Class 600, GROVE (COOPER CAMERON, SCV) SERIES B5 std trim. wenn gear operated 21_ _ Removed Check Value 22 2 1"x 3r4' Reducing Coupling. Threaded. CS 3000#. ASTM A105. MSS SP49 23 1 Tx 3/4' Reducing Coupling. Threaded. CS 30009. ASTM A105, MSS SP49 24 3 3/4'x 1/2" Gauge Valve. 1HRD.. 316 S.S„ w11/2' BLEEDER VALVE. 316 S.S.. w/1/2' PLUG. THRD.. HEX HEAD. CLASS 6000.F.S.. ASTM A105 25 3 117 Pressue Gauge. 4-1/2' Dial, Phenolic weatherproof case, 1/2" NPT, Ashcroft # 45.1288WD-04LXSGNH-0/3,000 psi 26 Removed Endure 27 1 2' THREAD -O-RING, Fitting Assembly wit Cap, T.D. WILLIAMSON Model #2''WW THREAD -O -Ring Fining # 00-06.12-0200 I U1 is 01 Ov REFERENCE DRAWINGS REVISIONS REV DATE DESCRIPTION A WrimmliXAki ENGINEERING ENSERCA SIGNATURE DATE DRAWN ON 05112/06 DESIGNED Willra�ms ISSUED FOR WILLIAMS GATHERING SYSTEM DATE, 10/06/06 CONSTRUCTION NOBLE / PARACHUTE Q TYPICAL DRAWINGS A A A 11(06106 09128106 CAB ISSUED FOR CONSTRUCTION CAB ISSUED FOR CONSTRUCTION tris AM ma, OMR EIcGeONC AEDI, C W NlEP➢ART Ia NI MST IMENT OFSO ME WE➢MED By FAEEACAEitlnrERo. KR ADene" PROFCT. IT IS MOTwtroece 9REPRESEetEDTO BE SWUM rat REIMEenNSLE MIN PATRON EMIaisCN9 OFINE muECTOR ONeu OTMERPRO,ECT REUSE CReCOPN:AIICII. Or Nnun'nrnenF NOTA nnefa lualuneJ11 yiilBesnne PRIM EXPREsaunmtn OOIEENrcF DISERCA EMOsEEPoNO eMNLeE AT 'FE 5.lie<FOR INFusu,n OIi1Dinuseny41wa: MKT, OR LOascaouue rocsSERCA£MGNEERN:. CHECKED APPO' CLIENT REVIEW APPO' SIGNATURE DATE CAD FILE NAME 04110 2 -TC -002 PRODUCTION RMT CO. ENSERCA PROJECT N0. 04110 SCALE N.T.S. ORANNO NO 04110.2 -TC -003 REV 1 A H J A a c 0 r X 4 UNCC a Dr/a Baba YouOlg Cot '.aasffi.RM aa: Woe 'MCC WI o»PA vmv.a.ro 0 O Iwo www .a.w CO Et rag — OAS --aumww PAC MOW O mi.......e......ea•/•14....+. e)•••L•ernna linuSeaga PO a 0.R a mynas RYaOra1UR1O. MVOKN— ICCA bearaturws PROFILE MOM\ OA_.tee. .-. LOHIHCA SWAM !AR MON ba RRR a® • INKS 00,0) R YO weer 0 WWI .r.0 SRR &ORE r RIRrwea mR Williams ' oq non RMTGa (PRELIMINARY)La WIINYBNO OARRTRD SYSTEM IONE I rAPADRTTE NMVTYRO*D 304 oaerAnReso 010 A3 MMD [` HI•4a4ml A D 0 r G • L. A r M C WIDOWER ---� tEMIM 0 E LOCOMEN c.»a WIT m/,I Lt rp • n o – - Yr rer Ora POS — Orr rt W —.— mac nom rust lrw or or Me =; Lsetra•i 1" e rem. moon ea. weir --watt" - P /—•s*rl %s —r O latiES WIWAIE LRCM N U'OO'MSA Mire IMMO& MEAN LANDOWNER NONFAT E WRDNER Per a — r r... t...,....r. ern 0— ........a.arr.w ma 0 •r • •Y -- town m f CIMTY IMI WPM COMrt Mil IC/ Iran re 4 LNCCYNNER MIM Y. MVIOI.Fl 00 are Ine aaarrr ram, m r•m irAON— • re ran Ale ire \ saw Amt. PLAN VIEW Ortr i rasa mw M an G OO O MB r PROFILE am w r. MIMS w e.•. raw A a — w j: --9-4--r=11-- • 0.1C, LA QiiO Oar — rYN lm 110 an IMIDp1V11�� aWET P.16O� Mem COI tweveivisis 'AMA SIM ews m MIN ® e ENS MOND F Aro Ora Sir •}1 nTo ONO m O— MOPer LOW w Warr Pn00uCO0NnMrrca ( PRELIMINARY) omnumo al* M1 WI SNO OaICfl3 STE1UI HOME/EmtowwE WXTYROAD XO 11.111sLIpMm A O 0 i G J • • • 4 lea A e C 0 C C 1 J UNC( 3 Days (Wort You Dig: CPP. 1Poaa)O4Ml 0110 xa1.1CC <♦Y ate' WEE ES AS Sat 00100PC. El SP PPE se as Sao is ass atomism, a as se 4114" sae Ps — AWS WIWL p....r......r...rasa p..r.. 8........r_.. w....... \Ut1/4 k "1 MOMS 1.203:10111.203:10111.203:1011P100111000ntnc111ee WMMr ♦ 00.0•0•01101011 A S T7S•R96W SEC. 24 PLANVIEW 4 • M 10e/0/CI tae MBS MrrS YI.AISyW M sae a 411111010, Post C 0 Wart 6rGtNctwNG PROFILE DaDrw 1101001 Orem OA SOPA R POO oaeo CC dimmenionsi I NIP 00E1 M wM CV KO 1•42100114•140 DPI f nal MgNCfl.Rllll . 0 (PRELIMINARY)I. 0111001114/010.0111001114/010. 041• 14 1 4 4' 1410. 1P a o oaam aaw MOO le IMO IVO M4WMpGNINNOS1119/ CMDFAIOM\4MI ROIOI6 STk0M0 TO STA 180410 Ala runligleApl .1 TI 77 9 p 1 2 2 2 1 1 1 WOO 1:141 s 141 Old 2 '00 Intl NOLL3f10OHd Ng%4%. a 0 O L6+S VIS 01 00+0 ILLS YZJ9 'AMR 31VIS ONV OL -I 'OV02I1IV21 'd(1 1^131SAS ONRl3H1V0 dN SWVITIIM .L 3113S - .1 31vDS Ta11+0Z dO c ! 8 s u; i STA 5406.7 BSN BOPE -p s 0 m F m x 66 8 S 8 29.9' STA 5+062 COS FISK STA 51192 R STA 04192 640 PEOIE STA 5+ 1.6 PS +852+6 Y STA 51140 EE OF 66PE 1 STA 5+163 I OF ROM II STA 44015 CA NOWAY 6/24 STA 44613 an OF 8060 JJILIST SA. 4+603 &20911 u a 27.2 STA 4+34.0 1111E OF 8060 STA 4+0.7 CA IITERSTAE 70 STA 3896.0 (065 O 8050 301,110CNVAOLLv01803d6 5 01 STA Al1ROR-E-NY RLE STA 14617 0011-58-901 RLE STA 14430 01EST 8100/4402/) FIR CARE STA 1+14.7 NE 6 AOC 2 STA 1120.1 1E O 9001311 1 STA 14138 IOP OF 9711.851 p F 8 33dS 3dId 32108 K 0411 ba r9Vgil to 8a410. i!Irf ON303l/S310N 1d213N30 KI% f..–•�.�.r–..–.���.ter.–/r-/.-1.–.�/�/r.�r.–.2 .� co i — E.O.P. — E.0.8 OF STATE HIGHWAY 6724 —x —x —x —x —x —x —xxx —x —x �x — . .• E.0.P E.O.P gErei a y, E O.P. -%- % % - % -% WEST BOUND LANE OF INTERSTATE 70 775.6' EAST BOUND LANE OF INTERSTATE 70 % PA E.O.P. m n 0 STA. 6+00,0 13 Q R16 fps STA 14689 CA OF UP. R413040 �p1 ape STA I106A 10P O RAIL STA. 1+043 TOP O MUST 512 01915 10E OF 874U51 0' MRN. I —t--1 A.0+769 TE OF 001E A (4564 03L POIERIIE 9�9p,5)� 04490 OON-OP-NT RRE 4' 1.414. TA 0+233 R STA 0+00 00 BOE 9 NAD 83. COLORADO CENTRAL (0502). US SURVEY FEET 8p ZD £ Z 7,1 x 9 1 2 2 2 1 1 9 OD 2 '00 Intl NOLL3f10OHd $1115 aNV a 1 0 0 06+Z:VLS 01 00+0 VIS $ZL9 'AMH ]IVIS ONV OL -1'0V08 -11V8 'd(1 W31SAS ONRl3HIV0 dN SWVIT1IM 8 4 F 8 71 ym A 8 9 8 4= R g g I ii 1 EOFSIOPF STA 2+712 W 1t II 11 1 27.8' 1 1t 1 1 11 STA 491.7 p9R-a-11Y 48 11 11 11 STA 491.7 AqR-OF-au PFXE LI LI STA 1441.0 0161 411091(.4011411840 CASE SFA 1r3 OF SL l4ACK STA N7E3 TOE OF BALLAST XE �'; ' STA 14I3.9 TOP Ci RUST 1411.0 10P OF 941. 1 ISTA. 1' STA 11 9 CIL OF OP.. 94190141 : STA I4009 TOP OF 919 25 1 STA I401.1 10P Of email ( STA 01975 TOE OF IRLAS1 ' A ti1II 0479.9 TOE OF SLOPE 9' MN. A 0159.4 004 POSER AK 7_1 L A. OHIO 9411( -OF -181 MAX 4' 91144. 10' 41 0+211 0 STA 0884I 941 BOE 3 1 b � 8 8 4 g 2 2 d t4 K a� ba 9 th IA 13-A Igs IX W 41 4 Yl '11 g Igi o Q: F F 2 n 0 2 0 x £ Z W !) rn 2 L 9 I Hopig a�0 a il[B � f[ 8 101 11 1 8 I I STA 5188.7 BUN BORE E 0 STA 51669 GAS PP89E STA 5+59.8 Fl STA. 5,528 OAS FPTA[ I � STA. 54416 GAS PPOIIE STA. 6.5 I 5 8 t a g 3313 a o u m gF m In a F S 8 8 8 503+.0 TOE OF 40P[ STA 5* I CAE OT AOAD A F p 1�1i9 c Allo € . !AI g 34 to ra ;Elia 30. f!tiof 1 le It9 `ltb Q: ON3031/S310N 1V83N30 EP xgO A z ANVdC<O7 ON V1 113N7fld .. oma f. i'l \„n in m -x —x —x —x —x —x —x ix C2 ■ •r•r•riF—ix—••—II•rrr•r•r •1..• •r•r•.�• II -1/• sie— t•,—• t•e—•t—ir.ree—ee i—.r•rsr•rr •rr. �•r•—ir•�•r•�•r•r•e—rr•, —E.O.P. STA 4.945 C1t NOW 6/14 _ _ c OF STATE HIGHWAY 6624 STA 41813 mm Cf ROA) STA 4!824 I tie STA 4460.5 9A COCA STA 40344 ECU OF 8010 STA 4411.7 C/191E505410 70 STA 31881 WE Q ROAD 'STA. 24489 CSL 1E118N STA 3+44.1 EDGE OF ABBOT A. 3+91.5 CiL 81U5TAIE 70 1 STA 344I57 EDGE CC PMEIENI 71.8' STA 21241 TOE 66 4666E STA 19E7 1000-Cf-9NY (045 STA 1441.7 1181 -01 -WAY NAM —E.O.P. E.O.P fiu �q p Z my • x —x —x - x — WEST BOUND LANE OF INTERSTATE 70 C.O.P.— EAST BOUND LANE OF INTERSTATE 70 A L 9 I S I b I £ I I W 6) O 2 C_ A B J UC+C41i0P. 3 Days Before You Dig: Call: 1-B90-922-1987 Click: www.UNCC,org GENERAL NOTES/LEGEND e R o FOUND SURVEY Yoascir n POWER POLE CHUAMT -- CENTIM.RIE NOD -- SLOPE —.-- WASH —R— FENCE — E— OVERHEAD POWER — ~— HIGH VOLTi10E POWER — 0O— FIFER OP710 CABLE Iwo W MOM POEM uses, avi. mat WO w, CO a PMO II LU FEET nINwYE COMM 72 MOTES: PPE= S 1wWFw moonnot Nem MDe Op op IN ths yob NYI INN 1 NO OMR M 9iN E IONE PIPE 16 N WNW mY.NNN U v NI OA PO 911.1911NPION TD COMEM9091000191 NT1 1119919196 NOM fr ION NENSII0II•R�19 HN1111-90109/ waO1wN0N IRMO IN DE O R&. ® wlx wwwOwI, =MED PAWN 1110 AMINE MON rmO1K r. E E. APO LOW. MONNEM pwV PanIDMIME �LCML BORE PIPE SPEC DESCRIPTION CANNER PIPE GOHTENIO TO BE MIXED NATURAL GAB OUTSIDE0NIEER 12.7W PIPE MATERIAL WEE. BPEOFICATRN AND GAUGE IED% WI.A-J9P ITFIE WN.L THEMES 037W W.T. MOP 129 PRIG PONT-INNTWlATIrn HYwIOBTATICTFSr TEST SEPARATE PION-0511NUCIWETWTING 100%XMAY PIPING MATERIAL O MANSE PPE 12.7P QO.s GAM W.T,.N1a.R® M FOE COATING. O FELD FEN) OHrnE PIPE 1xrr on. RDam w.T., APks_19wFaEcomma O FTTTIIG 121POD. soIw-W.T.,W98.119WFBEUOATIE. 0046 0010 0096 . -- — K , .L. r --s N. - . ir.x a % ,--�L r� L. 7 x -i.X .- -1 N .++ N T- ett Fs.11. �2 Wit_ - S )AND OWNER PUCKETT LAND COMPANY / . f JANO OWNER PATRICK M & KIIFENLYJ. JM19 LAND0WIIER JESSE J. GANFHAN L O.P. L.Y x :1. rSI.I_ 1 7 a_ S. v .-1-til-+-r.' - li sem- a a.li .-:-:sir-,,Kx --ax rr � i F. sJL—ter t•�:x. � r"*-�� ~9118 DIIOH ANION UK WEE DMO. 04110 -PN -006 EAF. -E.O.P. T7S-R96W SEC. 13 P. C.O.P. lZ' 1Qo1 1'01 290. WO NIL COLowOO CENTRAL (0002). IM SURVEY FEET IIOURIIL SWUM O ONO O 016 O 010 IIAINIIM BONN ENGNA PIPELINES IM0104111 OEM WANNINR NUM 71LLMIO P01ELIND UNKNOWN ECM C9140 9,46 I 6103 0130 i 6105 10120 5119 O 009 90000 26+00 24+00 23+00 24+00 11400 10H0 10+00 11+00 17+00 13+00 10+00 14I00 11+0 11+00 11+00 10+00 9+10 1+05 7+00 6+0 9+07 NOS 1+00 2140 1+00 IIS 12CIPTJL SOIL£ 1' - 1017ASYNC+L SC/LE 1' = 20" 6110 6606 0000 S INN 66X6 N OM 0510 S OW 0+00 1 REVISIONS REV DATE DESCYiPRON DOM FNGINmRING ENSERCA SIGNATURE DATE DRAWN RMS 02!0006 DESIGNED Sc MEOW CIECKED Sc Moats Rile ISSUED FOR REVIEW IMMO MIT oll0a30la EEIDDEFSEPAREDWIESERCIWGIEVIGFORADEFIEDNIDECL RfUMITMRWE1tlIF TOIS IIATAIIF R0IIEWWGIE rDISS 01.10PFICATOMIFM1111.701011 F NEA RCM IOTNJL. EMIR TE PRIOR opFEss751@) 00191E EMMAFAOFEENIO IMommnro1PROWDIDNUNINPOODE IwNHIPWTwonT 0 LOw FAG0.1EIONMERO DMEOWM AFPI7 CLIENT SIGNATURE DATE REVIEW APPCP CAD FILE HALE 04110PR-00S Williams PRODUCTION RMT CO. PRELIMINARY WILLIAMS NP GATHERING SYSTEM STATE HWY. 6124 STA: 0+00 TO STA 12+38.4 ENSERCA PROJECT NO. 04110 SOME AS NOTED OPAN11*2Na 04110 -PR -007 A B J 0I a a ► e e • ii £ 8 ££ £ £ I I 8 I I o„„ • IF) I i I s I £ 9 I a I i E 1 I :IIIIIIifiI al a ► a a nI s s L 9 ti Z a a a 2 1 P 2 2 m m 1 2 22 s z 2 1 z 2 m m m "i4e Nal 111 n C I O yn0 v 4 G 8 I v a a 1 m 9 tai 8 m -11 C, g x m C) m� 01 6 L 9 5 ti DWG. NO. Williams PRODUCTION RMT CO WILLIAMS GATHERING SYSTEM NOBLE/PARACHUTE ALIGNMENT SHEETS REV. NO. DRAWING TITLE 04110.2—AL—O01 4 04110.2—AL-002 3 04110.2—AL-003 3 04110.2—AL-004 4 04110.2—AL-005 3 04110.2—AL-006 3 04110.2—AL-007 4 04110.2—AL-008 3 04110.2—AL-009 4 04110.2—AL-010 4 04110.2—AL-011 3 DWG. NO. 04110—RM-001 04110—RM-004 DWG. NO. 0411 G -PR -001 0411 D—PR-002 0411 D—PR-003 0411 D—PR-004 04110—PR-005 04110—PR-008 0411D—PR-007 NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — NOBLE/PARACHUTE — ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET ALIGNMENT SHEET AUGMENT SHEET ALIGNMENT SHEET TOPOGRAPHIC LOCATION MAPS QUADRANGLE PARACHUTE PARACHUTE REV. ND. 9 8 PERMIT DRAWINGS REV. NO. 0 0 2 2 2 0 ISSUED FOR CONSTRUCTION OCTOBER 05, 2006 DRAWING TITLE NOBLE/PARACHUTE NOBLE/PARACHUTE AREA DWELLING LAYOUT DRAWING TITLE COUNTY ROAD 300 COUNTY ROAD 300 COLORADO RIVER BORE UP. RAILROAD, 1-70 AND STATE HWY. 6/24 UP. RAILROAD 1-70 AND STATE HWY. 6/24 HWY. 6/24 DWG. NO. 04110.2—TC-001 04110.2—TC-002 04110.2—TC-003 04110.2—CP-001 04110.2—CP-002 TYPICAL DRAWINGS REV. NO. 3 3 0 0 DRAWING TITLE TYPICAL — TEMPORARY FENCE GATE (OFFSET) TYPICAL — FENCE CUT AND RESTORATION TYPICAL — DITCH BREAKER REQUIREMENTS TYPICAL — UNCASED ROAD CROSSING, BORED OR OPEN CUT TYPICAL — B' to 12' PIPELINE TIE IN LAYOUT TYPICAL — 8' AND 12' VALVE SITES LAYOUT TYPICAL — FOREIGN PIPELINE CROSSING TYPICAL — MINOR WATER COURSE TYPICAL — MAINLINE VALVE INSTALLATION SPECIFIC — ENVIRONMENTAL AREAS BY LAT. & LONG. TYPICAL — ENVIRONMENTAL DETAILS TYPICAL — ROW LAY OUT BILL OF MATERIAL TYPE 'A' TEST STATION(POTENTIAL MEASUREMENT) TYPE 'B' TEST STATION FOREIGN PIPELINE CROSSING) TYPE 'C' TEST STATION (IR DROP AND POT'L MEASUREMENT) TYPE '0' TEST STATION (SACRIFICIAL ANODE & POT'L MEASUREMENT) TYPICAL TERMINAL BOARD LAYOUT FOR TYPE A, B & C TYPICAL TERMINAL BOARD LAYOUT FOR TYPE C GENERAL CONFIGURATION / SCHEMATIC REFERENCE ELECTRODE DETAIL CP TEST STATION INSERT DETAIL TYPICAL TERMINAL BOARD LAYOUT FOR TYPE C GENERAL NOTES: MATERIAL UST EINGINEEVIING. 185 SOUTH UNION BLVD., SUITE 1000 LAKEWOOD, CO. 80228 PHONE ■ 8014-2700 FAX 8 303-400-2708