The URL can be used to link to this page

Home My WebLink About1.3 As-builtsENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS m��= Z m oD �� 0 m D 0 z W o � -H Z D0 o N D i D 2 m p D I DOOO� j r D m II i I I m o Z III I III i Z WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER cn (Ji 0)X° 0 0 0 PERMANENT EASEMENT \\\\\\ I TEMPORARY I\ V WORKSPACE ve TEMPORARY -••••a••• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 0+00 10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 `-.^� b� .:' a' rr. ; .=:� *,+n" _ �.'.` a: ,fr �a • ,. �,x, �, _�. �•, :r•',+- r. :=rc ��;x: - ,.,,: ;; �- .�,.. ' -,� i0..� r.„;;,..-.� � � •. t = :' rs` ~: - kA •��"• 1r.. � 'R � °= ' °; air . _ _ � -• - ,� °r � •.::+�` L`�''_�' '' ,:4 a, tip•. ." .,�*'�'.•}---ti..�;- �' +,�°r•.:�k;: .. ;' :�-` t N� ; ''`: �, I • •* .'+i: ,�,,. ..:,•' t •;� .5 vN.a�. ° :� -�;,• ;;+ .`::� - " x•:r ? .. " . ' r ��~ , ' . '. ' `1" 1.: ,.;• +' • =.k': �k •' WCC � ,.p. , :"::,'• _•�:.' :� rr + ., •.�,r• :� �' '-• • . �. ,,.,: - �.::f,��.'. r a yrs..:..: • r'„ .., - '?:'�� •` ;+� - 1 - / r i6+37 a ' a: I - °< ''s•fi ;�ry ., •' i' r'C "':s��,°"' :k ...'-�. '_ ,�' #;: - ,. *, �.�, y ...:.,.� �,�;+y,• `�.'- � �. r • 1 ,• � . � ' �' •,' �'� : ' p. �� R •r � r • `.,>.► ��1"„"-;•.�!I �1 -.:: r . t t �. t� �y x •v A,►`; ;�"�' � ,�',`�,., � � -' � �. `-!y.• F .r.. \� 3 .+f •;'viii+fr,rs� '•�'" r' i'. ' Vii• Pfi�'s ,, ''� 0+00 BEG SURVEY 0+39 FENCE 0+75 FENCE CORNER RT. 25.2' 01+26 P121'32'38 LT. 1+42 FOREIGN PIPELINE X-ING 1 +55 VALVE LT. 37.9' 2+18 CL DITCH 2+46 TOP BANK 2+54 FENCE CORNER RT. 77.9' 2+61 VALVE LT. 35.8' 2+90 CULVERT RT. 50.9' 3+41 CL RAILROAD 4+55 FOREIGN PIPELINE X-ING 4+83 FOREIGN PIPELINE LT. 19.1' STA. 0+00 51 uIc:::: 5183 FENCE LT. 19' 6+32 POWER POLE RT. 57.3' O.H. POWER LINE 6+46 POWER POLE LT. 103.8' 7+84 FENCE RT. 50.4' 8+66 POWER POLE RT. 54.4' 10+81 POWER POLE RT. 63.0' 10+89 FENCE RT. 58.0' 11+23 FOREIGN PIPELINE LT. 25.1' 11+26 PI 04°35'55" LT. 12+99 PI 05°02'33" LT. 13+02 FOREIGN PIPELINE LT. 24.9' 13+16 POWER POLE RT. 57.5' 14+86 FOREIGN PIPELINE LT. 25 ' 14+87 PI 01°14'41" LT. o N 3+21 �,,� + 3+21 N � wO 3+21 • rte. :: , ,•- e"+ti TZ ''�''':� i,^. • .. _ ;:wi:.,", -,• ,.-•� ,+ / 1 r 1!' 'xi Rem ;.s,q�b'�:•s ' �,x ' }• ,;r". i`y�,c • - :�';"y*M �t�•*,� a, sa „� y• �' • �' ,,., .. I a / � 1 •rn s -'" ., , : �,:•- lr" .:''+:; �,� '+ ` . ' I '•' * p a y ..;' 7,'�.�'�r .' .. ' +'*. �t + t►` �'�" 4 r fi.1< I •f.'•:. ' ..' ' rr � : � ; } � .�•*}Y: •'_ . , , , ' �'_ , 'y�'`.-.•: �. ,� �i•'..: • �`, . ' - t .. 1 -'; * • } ,1' :: *,. •y�*�+l,' ' •�y !�a *. `-' ' " •'' `�•) - � -•.•-‚-‚ E \ ,�.„, �; _ ate' -- ' ''i '� •. •20+92 • - ' ! A.•. :" .�:. z' _ -''I �- r ' + f-- •. ,; 4 • . s :k. •• ,. - �„ • , -:: - ' s" 15+12 FENCE 53.5' 15+23 TOE, FENCE 15+29 EDGE OF ROAD 15+38 CL ROAD, COUNTY ROAD 215 RT. 107.0' 15+47 EDGE OF ROAD 15+55 O.H. POWER LINE 15+57 POWER POLE RT. 32.9' 15+59 GUY WIRE ANCHOR RT. 50.6' 15+61 FENCE 15+84 POWER POLE RT. 58' 16+69 FOREIGN PIPELINE LT. 25.1' 16+70 PI 04°38'03" RT. o ? � o O 01 � 1 R03 3+61 3+61 0 5+25 3+61 o 1518 15+18 15+18 V'. �� cn L� �j \ 18+41 PI 03°54'53" LT. o O 18+43 POWER POLE RT. 45.7' 18+44 FOREIGN PIPELINE LT. 24.6 20+58 FOREIGN PIPELINE LT. 24.7' 20+58 PI 0742'52" RT. 15+58 N 15+58 24+23 15+58 _ 1 �Oa POWER POLE RT. 44.5' 20+93 GUY WIRE ANCHOR RT. 37.7' 21+81 FENCE RT. 39.3' 22+33 PI 08'18'01" RT. // \ \- 23+71 POWER POLE RT. 47.3, GUY WIRE ANCHOR RT. 40.7' 24+33 CL DITCH 24+74 FOREIGN PIPELINE LT. 25.1' 24+74 PI 0331'53" RT. Co 26+13 POWER POLE RT. 40.8', GUY WIRE ANCHOR RT. 36.7' 26+46 FOREIGN PIPELINE LT. 23.5' 27+91 FENCE 28+47 CL ROAD, COUNTY ROAD 215 RT. 105.1' 28+90 POWER POLE RT. 49.1' 28+94 FENCE RT. 43.3' 29+69 FOREIGN PIPELINE LT. 24.7' 29+69 PI 00°04'19" RT. -: Vii,..,,. • . ‚ t A�s`.1 - '•'�a • i' v«.:,-: c• : ': '• ► }j .' '4 I,, ��- �: - •• � . ,.i :, "-•-''• • . •• : ,•" 28+27 24+43 28+27 28+27 o a 0 0 o - ' -' .�! x •::..: a; -. /! -. a ''�kF!. ! -.+� .+' - • r :•.. � � .• , 1 s r -- t'w - ,. > . r' - - _\34+09 • `'�'�; 28+67 28+67 G? 34+12 28+67 31 +29 POWER POLE RT. 54.8' 32+76 FENCE RT. 53.6' 33+40 FOREIGN PIPELINE LT. 25.3' 33+85 POWER POLE RT. 50.1' FENCE RT. 21.1' 34+44 CL DITCH 34+69 TOP BANK 34+80 FENCE RT. 42.2' 37+71 CL ROAD RT. 96' 37+82 END FENCE RT. 37.8' 38+63 PI 02°01'56" RT. cJn _ ' •` i�'' i; • � • �,,� - .- - ,. - , . •„ .,7 O .'' �•. `. Z=a • .-I �' , . ;� • ,. -+[� ',s �� • , :. - .� y, , '�'�'�,, .K�'` .. •=.•i � Z'1 �• s • ' " ' O �':.' •� �,.,, D `'... ,:r p r�, .;%�a+- ;_ # �� N ��- � �. ��■• . •n '.. - . -' -: e•` ; ." '. • �` . �f... • : ' . - - .... , w; ` ';- • • - „ pr's' ;. a;11 -i .f,. � �•a.;r'.<' •:. �.:. „. :'" ^t; •• • ,� i;;_a�. '� •�. _ _ '.• ` ►y ` ` �: a / �' .� i_; � � ` � � - � • ; � 4"g'• -. ~ G' ' - _ .' �: �"� $ � ; - r •_ _ �...;1. � }-�: � , �� - r 111 9•. l �r•.- • '\ r 4 =; -° r � ��' � � ,� 9s.�� .".'- '�• ►r ';'.' R - � ,� � ' � � r� r . � Ae,-�'.�',,_ F i '�y• _ -.:-.► _ � � � - � �� i s 8•,: - . � Y . • - ' � �, ` _ -.�. ` " 3`. '� `° ;, ..; �, `'� �,. a. �',.. a. `". � �.: _ �;" �: -� -. _ > ry -4 ^ i •+. - ;,1 _ - _. �-" '� � ,_ ... •- �, 9 � _ -; + ::.:. r� - � ''� = � � _ '�. �-`` - � � y - �..: , s ,,�; : ,�. '..� • o N 45+07 34+69 w 45+07 pO1 o 45+07 38+63 FOREIGN PIPELINE LT. 24.9' 38+91 POWER POLE RT. 41.1' 39+79 TEL. CABLE RT. 21.6 40+50 FOREIGN PIPELINE LT. 24.6' 40+52 PI 0012'38" RT. 41 +09 POWER POLE RT. 30' 41+94 TEL. CABLE RT. 2.1' 42+19 FOREIGN PIPELINE LT. 24.6' 42+22 PI 03'43'38" LT. 43+63 POWER POLE RT. 25.5' 44+03 PI 02°30'00" RT. rn o a o a, O 44+41 TEL. CABLE RT. 8.3' 45+17 LAUNCHER LT. 25.5' 45+27 CL COUNTY ROAD 215 RT. 88.4' 45+31 LAUNCHER LT. 25.9' 45+58 FENCE LT. 15.3' 45+60 VALVE LT. 23.5' 45+67 FENCE LT. 15.9' 45+92 PI 0420'17" LT. o 47+25 w 47+25 47+25 - NATURAL GROUND 46+16 POWER POLE RT. 21.8' 47+34 ROADS INTERSECTION 95.8' 47+45 CL ROAD 47+76 TEL. CABLE 22.4' 48+00 PI 02'46'28' RT. 0 - �, 48+34 POWER POLE RT. 28' 51+14 POWER POLE RT. 25.6' 53+65 POWER POLE RT. 23.5' 55+53 CL ROAD 89' 56+13 PI 14°42'50" LT. 47+65 47+65 57+70 47+65 01 o 58+23 w � � ^' 57+55 CL ROAD, COUNTY ROAD 215 RT. 86.7' 57+70 TOP 58+13 CL DITCH 58+14 CULVERT 24.7' 58+23 TOP BANK 58+55 FOREIGN PIPELINE LT. 25.6' 58+58 PI 06°17'02" LT. �a�`.c' .:."':•.:: rA■ "`� a = ` -. ��:: � 63+91 63+16 63+91 63+91' •;,' ... - `' [ T , .. - •, +'. i.;; `.' ��..� - " R_, -. 0 .: ` ^ o 60+14 PI O4'16'05" LT. 64+31 64+31 68+U06 64+31 60+17 FOREIGN PIPELINE LT. 24.6' 60+82 POWER POLE RT. 16.9' 61 +53 FOREIGN PIPELINE LT. 24.6' 61±57 P1054345 LT. '- - ��- > ;�,; �' e,,. 1� • -. ^ " "'� t, r ■ ' ` J ' �"�fi �' SSD ' ° - • ' 3 ` � "y` -� � � �'' • r.�.�• • r k � r •i.. •' ` fes,-- - tiL . C 4- �, _. :�.�;� � _ +; ■ 1` • Y �=g'; ' . 80+04 ,� 62+83 TOP BAN K 62+97 CL DITCH 63+01 POWER POLE RT. 32.3' 63+07 CULVERT RT. 17.4' 63+16 TOP BANK 63+37 FOREIGN PIPELINE LT. 26.2' 63+45 PI 005013 RT. + � r�= s•.� ' ' - `'� �' - - �I # : .� - R d g> i 't • Z7 ' �+, .�• �!�.�� ` � �: �;;a,�,� 7 ' .,►, '•?4' *- • - ■;;:�... •":;: § �� k "� � � ►� �* �+r' �'+r,:� r' �` a.. I +: i 4� t , •4.: � ` ,.' '•i.f. a •:�ad.,.:�>�*�:`' -- - '.: �: �?�'�•_ " �+" � =�." r _ � r'-� ; _=71 ;M1I ai:. ='.'r u mFOREIGN �''�,� ''� �' r ' •-"�•��'.. �a°.""'�' +� F "• '� °-:. � � ;; ;. .... '_:::.,: ., � .�� . '; �- ••' � �:. �-f . �' '`. � ' � .- •' &" �..:.+'��.'-- .,,' F� � � - .�,. _ �'. .r- °Y .•.. �. :r'�" I/Y4 4, �,.• �°�' - - ��P „ .'�. . b -.r �' ..`may. .G; 7.. =�r. k;::,. F T 1 ' T ), r .r TY 64+07 COUNTY ROAD 215 RT. 85.6' 64+61 FOREIGN PIPELINE LT. 23.9' 65+51 POWER POLE RT. 27.5' 68+16 CL DITCH 68+28 POWER POLE RT. 22.4' 68+87 TEL. CABLE RT. 12' 70+99 POWER POLE RT. 16.3' +00 GUY WIRE ANCHOR RT. 6.5' 72+03 PI 0850'05" RT. 82+26 82+26 82+26F o..'.'y rn o o0 - ■ ■ ®■ ■ ■ 04-08-06 PIPELINE LT. 24.9' 73+70 GUY WIRE ANCHOR RT. 7.3' 73+71 POWER POLE RT. 16.7' 75+20 PI 12'38'43" RT. 82+66 83+56 + 82 66 + 83 56 82+66 83+56 W 0 - 76+39 POWER POLE RT. 22.3' 76+40 GUY WIRE ANCHOR RT. 13' 76+42 TEL. CABLE RT. 21.7' 79+08 GUY WIRE ANCHOR RT. 49 3' 79+09 POWER POLE RT. 56.6' PI 09'1309" RT. ' � yam„ .� .�, = "•`<`=;:';_:"'`? y'`� •:k%�::r:` "=" ' � �_:.�:_�••.:: .:� :. � ' � ':.••~ •:�,:.:, q,�� •• �. �.�. w :.:� . �f z-. •: ; �' , r w .�� .� _ .A:. �..:' ; � _ :.� . .:.�• .. ..., ;..�... 'r., `f ` .''�: . ��',,. � :' - : a:.' v:a't`" y:. �'�`��P•'�;'�:� '�.:� �• :..'. �:'��: � 1 .... �.3>.. ; :�� .';.:;� ;jw: .::. ,', w.. •r ;� : �•.�., r.;i`u' ..j,;.r�;,; ,' .:.;• • : Fa t..Ys: .� .. _ }, ..m !.` , . ,:, 4 _..#•,aux` `'■ ! • , .�,., e ' • :l,"•1 "ea ' +; a'''•:;.' 79+96 FOREIGN PIPELINE LT. 25.8 80+04 TOP BANK 80+24 CL DITCH 80+40 CULVERT RT. 51.5' 80+47 TOP BANK 81+64 TEL. CABLE LT. 54.3' 81+66 FOREIGN PIPELINE LT. 29.9' 81+67 PI 83+96 83+96 "- 83+96 00 �, - :..' / 'may n ns • y C O Z rs :r 1 r't+x •;.;;�. ' ''x , {:... _ ' 4'' ,.� .• `:: " . �;: , `� L.. ;� ';�� '' `-• \ - �` FOREIGN PIPELINE LT. 24.9' SIGN 82+02 O.H. POWER LINE 82+06 POWER POLE RT. 56.5' 82+14 TEL. CABLE X-ING 82+27 POWER POLE RT. 17.8' 82+46 CL ROAD 82+56 POWER POLE RT. 43.5' 82+74 FENCE 83+09 PI o1°0426" RT, � o U! �- o U' MILEPOSTS ARE FOR GRAPHIC PUR' �.: '5 AND REFERENCE, ENVIRONMENTA�_;� MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORREL4-TION TO ACTUAL SURVEY STATION ,NUMBERS. •r - ' ' ,' •' : V �: /� ' • �:.,r /::' -._-..'= '- - 'i 101+00 101+00 101+00 101+00'�3r: DISCLAIMER '`". VSCO, INC. MAKES NO GUARANTEE /RVEY OR MAP CONTAINS COMPLE 'VE SUBSURFACE INFORMATION. SHALL CONTACT THE STATE "ONE I PRIOR TO ANY EXCAVATION. �: STA. 101 +00 �., _ ' SHT.EC-9204-D-1102 - .. � _ 7 / ' Xµ '. - • :: ,-:,Y , * - Au`'' { - ;, . II - `-:F•. "' � :::�fi 83+34 FENCE RT. 41.5' 83+76 COUNTY ROAD 215 RT. 97.0' 88+90 FOREIGNPPIPELINE RT.OLE 49 T. 23.8' 91±69 O.H. POWER LINE 91+97 POWER POLE RT. 57.6' 92+07 FOREIGN PIPELINE LT. 44.9' 92+11 O.H. POWER LINE 92+12 PI 01 ° 19'35" RT. STA. 1 + 1 O 00 92+58 O.H. POWER LINE 96+36 POWER POLE RT. 55.8' FOREIGN PIPELINE LT. 41.3 97+20 FENCE 98+36 FENCE 99+26 TEL. CABLE RT. 38.1' b.'; .. --�---�_ .. � • y� w' .� .r:•; t x Tt DWG. NO. EC -9204-D-1101 O REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.0+00 TO 101+00 GARFIEL COUNTY, COLORADO y APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD I 500 0 500 1000 SCALE IN FEET o REVISIONS - OD o CCC.) 0 o Ni m TI REFERENCE DRAWINGS Oo �CJ7AwN-j7'j -I BILL OF MATERIALS C ° m02 - o CQD y' X m? 0.v 7 w a o Im > p NOTES DATE EC -STD -702 EC -STD -307 EC -STD -404 m n -1 0 w o EC -STD -300 DRAWING NO. PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND # 100, 36 IN 70 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE W DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT TYPICAL UNCASED ROAD CROSSING, BORD DRAWING TITLE ' \ LJ DATE PLOT BY PHOTO BY � 04/14/06 I Co 0 0 ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS m P "D��=N N O Z m C") m U. n= *-1 8 z -TDrn co m Z z o m m m n < K I-�cmn m m D - O z ° z CO zi a< `J -o m (o Z �Z m m-,= m m O r Z m o w c Z* N= -I • P1 m " m ��=��mW*Zc�� N D 5 ,_ O 2 71-4. m \� o D _ cn c� n O 2 = D -< I �00a£ ! 1 f I I m m � "DOD m O> z m r rzTi I 1. I x m () o Z = m z m I � � m co -1 * c) ZZ m m oN r D>= m �� D z m I I I n-0 x I I I n v x cocas Zm o� D>0 �Z r rn �1 rn WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER M C71 C71 CDg-0�.®3 0 0 0 0 0 0 PERMANENT EASEMENT I\\\\\\\I TEMPORARY V WORKSPACE TEMPORARY • USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 0+00 0+00 0+00 0+00" 0+00 10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 ..•; . e i - IA,' .. ,+ `,.31s .�. '..:t , �,; •�' : ' "> €3;t►?�;d '! ;�" ' '�� '''';�:%E."'s.�' _�- `�r. ;� + a '�`` ° s V' , 4 ;,+;:r••:. sq.: ", ''4. , x, 7 _ •��...• .,`. A' • `".1'„;: lLt'' t•a0 .� ,p r�,�,w� *� ti�t. .=k "1- . 6 u' A •1 Iiv ��: A . ' ... �r,s. �' ,� • •k... •. V: ; •. •..., ,�'' .�F' •. ":k' �'; • A �•,... +, . •;�• r �� r ` • + 2. a,.,�. } r • •'� ^' ; .� � � .., ' .r' �, A . ,�. ''3.#�''� �► °+e • ;,,••i 0 u�_,, e4.^.••+' . '' m� + _.. '' ' . ; N' N' -= Ta, ,.r • .�i Viz: ^:..}...0...:;k.,:,.„: aa. •., 4,�e�.: err ay..• ? `' ' •. •, " •' ' ' •�.r ":, 444 ''i..� Q ..;a'%. „� .:. %;' l r - �W�s., r is 'c.�' ,,' ''y N ;"• �� z• - � = �. :r.. •f. r �: ' '+ .il. �• .. : ; J { • y., L .' . 2 7 �- w;1;5 .. •N�+�. .•H"• ': �i - •y ltd. tk . ', wT%J� '3' -'' :�Y.4•.' : ►r,,..r=- • . .r .' c " ff �r 9• g' �1 . = A• ` ;,q: a . . �; '�_, ; 5 ; ''s: _ r .. ; ;� .. P . R1¢ z; :' �:'; _ °rs r' " _ r• ., ^' xbr; : '� ` '.�•''' _. + �,. 3.ir.:f: . , • , , rp. �. a• • �. 3 = "' `''_ �.: _ `" ' ` �• � e w. '. i .;' . • : ' t :_;'�,r't•" t- .'.�'4• ., aa4�•'�'' �,; ..Y .. L� 0+00 BEG SURVEY''`�( 0+39 FENCE 0+75 FENCE CORNER RT. 25.2' 01+26 PI 21°32'38" LT. 0+00 1+42 FOREIGN PIPELINE X-ING 1+55 VALVE LT. 37.9' 1+92 TOP BANK 2+18 CL DITCH 2+46 TOP BANK 2+54 FENCE CORNER RT. 77.9' 2+61 VALVE LT. 35.8' 2+90 CULVERT RT. 50.9' 3+41 CL RAILROAD 4+55 FOREIGN PIPELINE X-ING 4+83 FOREIGN PIPELINE LT. 19.1' 5+23 FOREIGN PIPELINE X-ING 5+25 PI 69°24'58" LT. STA. 0+00 5+67 FENCE LT. 20.1' 5+76 FOREIGN PIPELINE X-ING 5+83 FENCE LT. 19' 6+32 POWER POLE RT. 57.3' 6+37 O.H. POWER LINE 6+46 POWER POLE LT. 103.8' 7+84 FENCE RT. 50.4' 8+66 POWER POLE RT. 54.4' 9+56 FOREIGN PIPELINE LT. 25.1' 9+58 PI 05°53'00" LT. 10+81 POWER POLE RT. 63.0' 10+89 FENCE RT. 58.0' 11+23 FOREIGN PIPELINE LT. 25.1' 11+26 PI 04°35'55" LT. 12+99 PI 05°02'33" LT. 13+02 FOREIGN PIPELINE LT. 24.9' 13+16 POWER POLE RT. 57.5' 14+86 FOREIGN PIPELINE LT. 25' 14+87 PI 01°14'41' LT. o 3+21 w 3+21 NO 3+21 - =,.r,- ,,,4:,--"';',.-- ,�y' l ;i'isi};` %.r +1�!"c'� ' r •�I �� `�, 10, V. _ , . ". ,� e • .■ , . �`'.. ` =-ei" S? }' ; t. �. •, , • E1• -;•s .y �•' `> t % A,•t' +ff , '+ • #wR ;' ; ,.a� � , , .`.+t:• �. r.., 4-'''S' `, ,r , 415' ..jt,°;w-;.,, " ; �.+` ` �y '�+ ; ti A'' 'r'-""'-'44;4" •! • i 0. ,1.•N{Y: •`. •' :.ti.' . .r t Iii), 4.4 ; [ " Th k.!:' E,� .�i� ,. :x ry. • t..• .,•`' • ` y'' :°�'; ii,: 1 �..� �/ � J I e �� r a�' r;, . --1,,, ► �'.. :- a. i / AMERICA SODA, L.L.P. N N co 499.51 15+12 FENCE 53.5' 15+23 TOE, FENCE 15+29 EDGE OF ROAD 15+38 CL ROAD, COUNTY ROAD 215 RT. 107.0' 15+47 EDGE OF ROAD 15+55 0.H. POWER LINE 15+57 POWER POLE RT. 32.9' 15+59 GUY WIRE ANCHOR RT. 50.6' 15+61 FENCE 15+84 POWER POLE RT. 58' 16+69 FOREIGN PIPELINE LT. 25.1' 16+70 PI 04°38'03" RT. -' o v? CA / / ' t" R11 R78� 3+61 3+61 5+25 3+61 o 15+18 15+18 O _ �0 15+18 u'- -� / / / ' R11 J4. cn l_.._ % / / / / / / % / / / / / / / / / ' ' ' , i ' , ' � j/� �\ / 18+41 PI 03'54'53" LT. O N �ti. �i: ' :' .'. .4 . . 4 a +' •:ti _ . sM. ` _ . 'A.�• ' ';» +: • .' �:1r �} .��3 •'c � r`.' ; ,+ " K::�: ''� •. ! 31 ' wy ] k e �... _. 4. •.6 :1 . - - 4N• ., �t: J•� ''' ' ,• •�� 3 r;'!'y § ` -•• ';>1 -' °'§ e r` x . r' , • . ': ..r. c. k.. tea s: x•�•. <k:.. _ .r i �::• .Sink.; �ti... ; ,.' �' .. �.. ` •r • v' "' �. .. t ��'�: y y. ; • - u. ... ' . r r :4 " .._.d..._ _. x 'f \. �a•=`'�'``' ' :° �•yG ' �` " f>i °` .: r • -"" ' �. ,,. ` ; :.s ..`'"'� ` ` :r '" 18+43 POWER POLE RT. 45.7' 18+44 FOREIGN PIPELINE LT. 24.6' 20+58 FOREIGN PIPELINE LT. 24.7' 20+58 PI 02°42'52" RT. R03 15+58 ow N 15+58 24+23 15+58 `o O 20+92 POWER POLE RT. 44.5' 20+93 GUY WIRE ANCHOR RT. 37.7' 21 +81 FENCE RT. 39.3' 22+33 PI 08°18'01' RT. \ // // \ 23+71 POWER POLE RT. 47.3', D TCH ANCHOR RT. 40.7' 24+33 CLGUY 24+74 FOREIGN PIPELINE LT. 25.1' 24+74 PI 03°31'53" RT. 0, 26+13 POWER POLE RT. 40.8', GUY WIRE ANCHOR RT. 36.7' 26+46 FOREIGN PIPELINE LT. 23.5' 27+91 FENCE 28+47 CL ROAD, COUNTY ROAD 215 RT. 105.1' 28+90 POWER POLE RT. 49.1' FENCE RT. 43.3' 29+69 FOREIGN PIPELINE LT. 24.7' 29+69 PI 00°04'19" RT. R09 28+27 24+43 0.2 28+27 28+27 rn �; ' w`.�' '�• '.A.t .:. '', .. i, �: fir.:. r: .,'.. ,r •"28+94 r ti a '�'.�a• l_ ; '.::r : s v: w I 4 / / ' / A 28+67 28+67 w.' 34+12!.: 28+67 31+29 POWER POLE RT. 54.8' 32+76 FENCE RT. 53.6' 33+40 FOREIGN PIPELINE LT. 25.3' 33+85 POWER POLE RT. 50.1' 34+09 FENCE RT. 21.1' 34+12 TOP BANK 34+44 CL DITCH 34+69 TOP BANK 34+80 FENCE RT. 42.2' 37+71 CL ROAD RT. 96' 37+82 END FENCE RT. 37.8' 38+63 PI 0701'56" RT. _ �-✓ 076+40 - I / / / / / / / / / / / % / / % / / / / / / / / / / / / / / / / / / / / / / / / / / ' / ' ' , , ' , / i ' , ' / , / ' , , ' ' ' , , ' , / ' ' ' ' - : 1 ;. tir °� r. .. •. .� ..: / • C • , ' . Z r ��" s .;�►' , i r ;; .tib 'ti's:'-:> :.� f.;:.;l. f y . '�}i1 yi'. 9:. r .' ■ , i+�► §. ; ,: ,.� . ` :i �, } w .•, !, :s . ._ l '. �;t•.:.' r{p `•, • ` J : s _ : s , - `"` `; • 1`' _ = S ��+ i • •s i ' : t> ... •Z7ia.� r r ; ` ..: :�..�F.. ° + o N37+82 45+07 + 34 69 45+07 ,'�' ACD 45+07 38+63 FOREIGN PIPELINE LT. 24.9' 38+91 POWER POLE RT. 41.1' 39+79 TEL. CABLE RT. 21.6 40+50 FOREIGN PIPELINE LT. 24.6' 40+52 PI 00°12'38" RT. 41 +09 POWER POLE RT. 30' 41 +94 TEL. CABLE RT. 2.1 ' 42+19 FOREIGN PIPELINE LT. 24.6' 42+22 PI 03'43'38" LT. 43+63 POWER POLE RT. 25.5' 44+03 PI 02'30'00" RT. 44® 44+41 TEL CABLE RT. 8.3' 45+17 LAUNCHER LT. 25.5' 45+27 CL COUNTY ROAD 215 RT. 88.4' 45+31 LAUNCHER LT. 25.9' 45+58 FENCE LT. 15.3' 45+60 VALVE LT. 23.5' 45+67 FENCE LT. 15.9' 45+92 PI 04°20'17" LT. } ,tik iq' .r N� � ,`' �� k^ `. ...•. ;:a.0.4.. ?�, . • " `r '; `*". - z .... . ° • . , • ' - .' • . 9 •'+ • '` , a ter. ;•, . : a• • t.. , s -�;"- .; '' •., s`"� ' �� rt. # �; `_r '' _ •; r µ " ;wi `" . ; "' _,c . �> �. '.."'" _, •. 1 :�!._j V ••':. ! - -----,,..;-%-- - r�' rCI .` '�. ' z. '� 45+47 o 47+25 45+47 co��' 47+25 45+47 O 47+25 NATURAL GROUND 46+16 POWER POLE RT. 21.8' 47+34 ROADS INTERSECTION 95.8' 47+45 CL ROAD 47+76 TEL CABLE 22.4' 48+00 PI 02°46'28" RT. b) rn• o oO R02 48+34 POWER POLE RT. 28' 51+14 POWER POLE RT. 25.6' 53+65 POWER POLE RT. 23.5' 55+53 CL ROAD 89' 56+13 PI 14°42'50" LT. 47+65 47+65 57 70 47+65 R09 "•-' , ;., w. .� . 44.•` A. -. '' .: i� .sar. �. •.' ' ti'' T N MIM • _ M �`.`.h. 1:.. cn 0 N 58+23 62+g3 �0 57+55 CL ROAD, COUNTY ROAD 215 RT. 86.7' 57+70 TOP 58+13 CL DITCH 58+14 CULVERT 24.7' 58+23 TOP BANK 58+55 FOREIGN PIPELINE LT. 25.6' 58+58 PI 06'17'02" LT. al R09 `• ;;' pe-,= s. ' `' '%• " ' �`r{ ,,� ,,, ',•••••0,;,.�. - rtkww'l�•• • �� . �.... r 1 • 0 63+91 63+16 63+91 63+91 - oO R03 60+14 PI 04°16'05" LT. 64+31 64+31 68+06rzk-,' 64+31 60+17 FOREIGN PIPELINE LT. 24.6' 60+82 POWER POLE RT. 16.9' 61+53 FOREIGN PIPELINE LT. 24.6' 61+57 PI 05°43'45" LT. ��,+;r+At•'.�• !''. r . i%tK/r�ri g• v. �,�' r, .. .IN : ; .i. ', '. riff"• , . .';... :, i .: Y. yI� p �, y'` .r,} "".. µ �; �'' AM � .. �•:- w J 4i: I 0, R09 cv 68+26 C.4 _r'Ly+ CM 0 62+83 TOP BANK 62+97 CL DITCH 63+01 POWER POLE RT. 32.3' 63+07 CULVERT RT. 17.4' 63+16 TOP BANK 63+37 FOREIGN PIPELINE LT. 26.2' 63+45 PI 00°50'13" RT. : ; r ~•.�' ! ti . - •T� o.:Y K . " -{ A^., , • �� Q wF � .r 6 •• r• s «'�� ,:i"A.,� �,, .Qr p' : 114"� "''4t = ,'•*," r '' • HI f s ; � "r p� y ' •.. : Y' # • C' ... r y ,q>, •-114'. _` ,;` .p •-z,:. §''.., •• ...F d • .M ; `; :':: :< ,: s ter,:,:_. ! . ..:. •. .:.. �,,u• -C)_ ` r ' "� r= u r• '1%4 r ' it k I ", �`'' .. z .- -' _ ,� .t .. • • .-- I r Y ,.::';"^`.:, ..,.. '. "F 7 ;f -'a ` . • :. d� '. .• .• , .. ^ J 1:1/ 1 t -<4 a 1 , T /� 1 �I 64+07 COUNTY ROAD 215 RT. 85.6' 64+11 CL ROAD 64+54 TEL CABLE RT. 25.5' 64+61 FOREIGN PIPELINE LT. 23.9' 65+51 POWER POLE RT. 27.5' 68+16 CL DITCH 68+28 POWER POLE RT. 22.4' 68+87 TEL CABLE RT. 12' 70+99 POWER POLE RT. 16.3' 71+00 GUY WIRE ANCHOR RT. 6.5' 72+03 PI 08'50'05" RT. R09 82+26 80+47cr. co 82 26 82+26 o 44® 71 X• ENCANA OIL & GAS co t` C, 90.36 R09 FOREIGN PIPELINE LT. 24.9' 73+70 GUY WIRE ANCHOR RT. 7.3' 73+71 POWER POLE RT. 16.7' 75+20 PI 12'38'43" RT. 82+66 83+56 82+66. 83+56 82+66:- O 83+56 76+39 POWER POLE RT. 22.3' GUY WIRE ANCHOR RT. 13' 76+42 TEL. CABLE RT. 21.7' 79+08 GUY WIRE ANCHOR RT. 49.3' 79+09 POWER POLE RT. 56.6' 79+88 PI 09°13'09" RT. • � ' ' • `?" I �a<.' •.. w, ��:. !� a+r. "` N Y. ��y.: `:" '� ' °'' - :4•r Z'.:„ i.4:'.." +"� `+. ..�, �` �;_• .`` :.',;::,�,`' .'..:�: ,' �:: �• ;:,:A: ; y:; y� •�•kix , `� .�, 4.'., _•.i...•s. / r •'- �''s- •. �.ri.::• i$ ?� • +� � "�. 'e�� ^ ." �. .� rte=:: �',:: "J �t R..1' r.''r.• sv •x• '` �' ear.>.• xc' ^ aa: • ` ,i ' "s•: 1+� a =rr _ v`a' c `: ? `. .�'.'i A / / / / / / , ' / / ' '~� o 44® R03 79+96 FOREIGN PIPELINE LT. 25.8' 80+04 TOP BANK 80+24 CL DITCH 80+40 CULVERT RT. 51.5' 80+47 TOP BANK 81+64 TEL. CABLE LT. 54.3' 81+66 FOREIGN PIPELINE LT. 29.9' 81+67 PI 15°20'06" RT. 83+96 o N 83+96 co 83+96 oO \' // \/" \ / \ \� '/ �/ r }_ V I p rn • a ,mak • ` . .. nn o �i C t4.. ,•0,. i ; : ,, tix• rty ;,•: . -i .._... q..� = . ir: :': r:....v / :R• �;�`` ; . "`� =� :• x' � , • WILLIAMS PRODUCTION RMT CO. 22.24 FOREIGN PIPELINE LT. 24.9' +O.H. WER 8282+0602 POWERPOPOLE LINE RT. 56.5' 82+14 TEL CABLE X-ING 82+27 POWER POLE RT. 17.8' 82+46 CL ROAD 82+56 POWER POLE RT. 43.5' 82+74 FENCE 83+09 PI 01°04'26" RT. cn 11 ' // � I o U' EPO —ARE FOR GRAPHIC PURPOSES AND FtFE'RENCE ENVIRONMENTAL �7IQATION/RECLAMATION BAND ="7"!MILEPOST.S HAVE NO CORRELATION TO ACTUAL' SURVEY STATION :NUMBERS. :i.•-,•. _ L-/ / 101+00 101+00 101+00 101+00 -S:14 ,; pISGLAIMER � . ,. VSCO, INC. MAKES NO GUARANTEE IRVEY OR MAP CONTAINS: COUPLE; 'VE SUBSURFACE INF,.R444.PlON,.. SHALL CONTACT' ATF ONE., 4 PRIOR TO ANY EE1 TION. • 4 .. �� STA. 101 +00 SHT.EC-9204-D-1102 * 7 j al° �o�+oo 83+34 FENCE RT. 41.5' 83+76 COUNTY ROAD 215 RT. 97.0' 86+73 POWER POLE RT. 49.6' 88+90 FOREIGN PIPELINE LT. 23.8' 91 +69 O.H. POWER LINE 91 +97 POWER POLE RT. 57.6' 92+07 FOREIGN PIPELINE LT. 44.9' 92+11 O.H. POWER LINE 92+12 PI 01°19'35" RT. STA. 101 +00 Z 73 m< 92+58 O.H. POWER LINE 96+36 POWER POLE RT. 55.8' 97+16 FOREIGN PIPELINE LT. 41.3' 97+20 FENCE 98+36 FENCE 99+26 TEL. CABLE RT. 38.1' ; ...' T DWG. NO. EC -9204-D-1101 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.0+00 TO 101+00 GARFIEL COUNTY, COLORADO ENCANA. APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD I 500 0 500 1000 SCALE IN FEET z O REVISIONS A i = REFERENCE DRAWINGS 006)UiAWN,m BILL OF MATERIALS C W G o po rno -' E -1 �Xm.DcrvD .. co 0 m 5 80 1 . O Ci CNJ -, 7 (D F1°'. m Cfl - N 0 0 . -,�O- CD “2, ai -8 V wea ea v a 0 m n r n O r m D O NOTES DATE DRAWING NO. PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND # 100, 36 IN 70 DEG PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE co -< DESCRIPTION DRAWING TITLE DATE PLOT BY PHOTO BY C) 1- c_ - rn 0 Eli 0 QTY 9,780' CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS m X c� Nuzzom 0 C> m x,K C) _ * O D, D O m D z m = c � m m c) D> m m m ,JD - O z -0�® -0 m o � m o -1 Z o4 c m p W F m> O r Z m �� O o_, = m N c Z* cn =-o . _1> �"x. � m l '� = _ N7D�-1o3mTmoNo�^rn^ G) _ -1 Z * D m m O\ _ _ D -< I CSO I I x x m D O o = r T D z 1 Om r `L - m r z rZ m 1111 i i I I T I n -o m CO -I co cn D O m o* .� m * z =* cD D= D r �� O m m Z Z 41-1 m I I I I I I 1 r Li/ Z I WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER m o cn o O O O 0 0 0 PERMANENT EASEMENT ^ TEMPORARY / ,/I WORKSPACE ;•;•;•;•;•;•;c v TEMPORARY "-'-'-""-'-'-' USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND 101+00 101+00 101+00 111+00 121+00 131+00 141+00 151+00 161+00 171+00 181+00 191+00 171+00 201+00 202+00 STA. 101 +00 ��. •, oc .., '• •: -' {:,', �; •4L' � ' '.. ~t�4•�,.� Ate �, �yI ap,, r'"' .• ,.* b'?, '': �.';;+''•':i� •' .�y, z�, ti •;..{. : �, s <•�.�.. i' �. �, ...;'::=qa ?�• '.. - /7 � !' :::. 'Y' ' y '• .•, •';T,:;:• 's .. ";' �}y ""` "" :i t. ti : o r q ^`:� :� °.'? . :..• :;�� , �'?"` r :..::; '� �., w. _-� „w °.. =:: p:,� ar.,...'1 . s"d , .. , *: x ",•. EC -9204-D-110. ��: f ='- '•=� STA. 101+00 '' ,. .• e•s, • ' /, ��' 4.--':-.--1 101 +39 POWER POLE RT. 52.2' 105+40 TEL CABLE RT. 36.4' 105+60 FENCE RT. 34.1' 105+74 POWER POLE RT. 49.3' 106+50 FOREIGN PIPELINES LT. 24.5' & 29.7' 106+52 PI 08°10'55" LT. 101+00 107+63 FENCE RT. 12.4' 107+97 POWER POLE RT. 53.8' 110+28 PI 04°39'05" LT. 110+30 FOREIGN PIPELINES LT. 24.8' & 30.7' 111+89 FENCE 1 11+99 POWER POLE LT. 108.4' 112+06 O.H. POWER LINE 112+11 POWER POLE RT. 47.6' 112+16 PI 02°22'29" LT. WILLIAMS PRODUCTION RMT CO. co 257.03 o N 125+36 w 125+36 1101+00 N �O 125+36 U'_ U'_' l / / % ;'--1 ' ' 0 U'- r 114+83 POWER POLE RT. 73.9' 116+50 FOREIGN PIPELINE LT. 23.5' 116+52 VALVE LT. 13.9' 118+00 FENCE RT. 35.5' 118+57 PI 02'50'15" LT. 118+58 FOREIGN PIPELINES LT. 25.1' & 30.4' 121+09 POWER POLE RT. 43.3' , GUY WIRE ANCHOR RT. 29.1' - �/ 134+87 0 _ I___,/ - - I-- /122+91 / / / 4 / / / / / / / / / 7 / 4, / 4 / / / / / 4 4 / / / / / / 4186+20 4 7 / / / / / / 7 7 / , ' , , , ' ' ' , ' , , , , , , , , ' ' , , , , , , , ' , ' : , ' , , ' , ' , , , ,f POWER POLE RT. 46.6' 124+35 FENCE 124+63 POWER POLE RT. 51.3' 124+67 POWER POLE RT. 22.4' 124+78 TEL. CABLE RT. 24.7' 125+37 PI 03°36'57" RT. ,/ �� / '/ 125+41 FOREIGN PIPELINES LT. 25.4' & 31.2' 125+54 CL ROAD 125+72 ROADS INTERSECTION LT. 60.5' 125+78 CL ROAD 126+04 CL ROAD 126+12 FOREIGN PIPELINE LT. 24.8' 126+14 PI 01'45'25" LT. 126+95 VALVE LT. 25.6' 127+00 POWER POLE RT. 50.1' 128+24 TEL. CABLE RT. 19.9' 128+67 PI 01°18'03" RT. 128+78 POWER POLE RT. 52.6' 128+93 FENCE 130+68 POWER POLE RT. 51.3' 132+46 PI 03°38'35" RT. 132+47 FOREIGN PIPELINES LT. 24.5' & 32.4' 134+50 POWER POLE RT. 37.2' FENCE RT. 11.3' 138+20 POWER POLE RT. 11.0' 138+37 CL DITCH 138+42 CULVERT RT. 9.6' 138+46 O.H. POWER LINE 138+73 TEL. CABLE RT. 10.1' 140+81 FENCE 140+82 PI 05'00'43" RT. rn oO R03 126+16 0 126+16 w 138+27 126+16 N wO 140+82 FOREIGN PIPELINES LT. 24.7' & 31.9' 141+08 TEL. CABLE RT. 26.6' 143+84 PI 05°31'12" LT. 145+97 FOREIGN PIPELINES LT. 25.0' & 35.9' 145+98 PI 01°54'38" RT. 146+01 FENCE 146+05 FENCE CORNER RT. 16.7' 146+13 TOP BANK 146+18 CULVERT RT. 109.3' 146+24 CL DITCH 146+41 TOP BANK 146+47 FENCE RT. 31.7' 146+55 CL ROAD 146+71 PI 08°16'21" LT. NNJcn - R09 138+47 w 146+13 148+20 GUY WIRE ANCHOR RT. 39.8' 148+24 POWER POLE RT. 110.2' 151+52 FENCE CORNER RT. 108.9' 151+96 FENCE 00°11'56" RT. PUCKETT LAND COMPANY rn 0) 288.12 146+47 A 146+47 Rog FPI ENCE 152+06 FOREIGN PIPELINES LT. 24.4' & 28.8' 153+43 POWER POLE RT. 95.4' 153+87 CL DITCH LT. 20.5' 153+90 PI 02°24'34" RT. Vv ' rt; } '`' `4' . - S 4 'Y may • • + .''4' ,. \. ' 'r e ..... .. , . ‘, ... ._ ..- .,......i.....7.:,..;-...,.....7.,.....:..61..,,.......,,,, , 2::. ',... v,,.. • . I .„.',..,!•,•-•,..„.‘..-:N.,,,,'.. rs:.w'.ti tib. <,,.,* . . ..ii... . • ..i'•••-•:Jiti''. : .: .. :::: ..'". •• q � -- ` s � $-. w*.. f. rn o o O R03 154+53 PI 01°36'55" LT. 154+78 CL DITCH 155+59 TOP BANK 155+83 POWER POLE RT. 84.2' 155+87 GUY WIRE ANCHOR RT. 53.3' 156+27 TOP BANK RT. 47.7' 156+30 CL DITCH LT. 7.2' 157+29 CL DITCH 157+55 TOP BANK 158+68 TOP RT. 80.4' 158+68 TOP BANK RT. 18.1' 158+69 CL DITCH RT. 26.7' 161+00 CL DITCH RT. 49.6' 161+02 TOP BANK RT. 37.1' 161+89 FENCE 162+81 FENCE CORNER RT. 54.0' 166+19 END OF CULVERT LT. 0.2', END OF CULVERT RT. 20.4' 166+30 POWER POLE LT. 103.1' 166+45 FENCE 168+32 PI 04°44'44" RT. 146+87 146+87 c -.•? 154+68 146+87 `n �, w R09 NATURAL GROUND 0 ,�; 154+88 �, 157+19 , PI 16°21'19" RT. 1170+65 FFOREIGN PIPELINE LT. 25.2' & 31.3' 7 173+28 0.H. IPOWER EE 174+40 POWER POLE RT. 46.0' 174+68 FOREIGN PIPELINS LT. 23.6' & 28.6' 174+76 PI 01°50'35" RT. cn R09 175+38 157+39 w 175+38 175+38 175+58 CL ROAD 175+69 FOREIGN PIPELINES LT. 24.7' & 29.9' 175+70 PI 08'26'37" RT. R11 R78 178+54 POWER POLE RT. 153.2' 179+25 FOREIGN PIPELINES LT. 28.5' & 30.5' PI 05'47'55" RT. o 6)181+61 0 ? oO R03 184+69 PI 00'57'03" LT. 175+78 o v 186+00 175+78 w 186+00 175+78 ,O o 186+00 184+97 FENCE CL ROAD 186+38 END CULVERT LT. 31.4' 186+66 END CULVERT LT. 2.6' 186+66 TOP BANK 186+69 CL DITCH 186+75 TOP BANK 186+90 PI 00°12'59" LT. 0 oO R03 186+40 p. 186+40 R09 188+09 FENCE 188+20 PI 12°22'57" RT. 188+22 FOREIGN PIPELINE LT. 27.3' 188+29 TOP BANK, 188+30 CL DITCH 188+38 TOP BANK 190+37 TOP BANK 190+78 CL DITCH 191+29 FOREIGN PIPELINE LT. 25.1' 191+31 PI 03°39'25" LT. 186+75 c,? 188+29 v, R09 191+32 FENCE, TOP BANK 191+38 END OF CULVERT RT. 60.4' 191+48 FENCE 193+18 TOP BANK 193+37 FENCE CORNER LT. 26.1' 193+38 POWER POLE RT. 25.2' 193+39 GUY WIRE ANCHOR RT. 13.4' 193+40 FENCE 193+43 CL DITCH 193+44 FENCE CORNER RT. 33.4 193+70 TOP BANK 194+80 PI 04°47'21" RT. w I / / f R09 CHEVRON, TEXACO, SHALE OIL CO. N N 127.58 / / / % 7 4 / ' ' ' ' ' , , CD I - .....„1 ;Cil /\ �� / �� R09 0 N 193+70 201+19 -0),,,,(-1;)`"/\ 195+69 FOREIGN PIPELINES LT. 25.3' & 30.9' 195+73 PI 04'15'25" LT. 198+42 POWER POLE RT. 45.4' 200+72 PI 01'09'04" LT. R09 201+19 TOP BANK 201+34 CL DITCH 201+44 FENCE RT. 63.0' 201+57 TOP BANK 201 +60 POWER POLE RT. 61.9' 202+52 PI 07'01'48" LT. ;-- I U, I / Q U, ON ZcA M‹ R09 202+55 FOREIGN PIPELINES LT. 24.7' & 29.8' 202+63 TOP BANK LT. 12.3' 202+64 CL DITCH LT. 14.2' 202+64 TOP BANK LT. 16.8' 203+23 TOP BANK 203+55 CL DITCH 203+69 TOP BANK 203+84 CULVERT RT. 9.5' 204+21 POWER POLE RT. 51 .3' 207+06 POWER POLE RT. 44.3' 207+09 TEL. CABLE RT. 33.2' 207+80 FENCE RT. 29.8' 208+55 END OF CULVERT RT. 34.3' 208+58 END OF CULVERT RT. 53.4' 208+63 FENCE RT. 75.9' 209+03 TOP BANK 209+15 FENCE RT. 33.6' 209+19 CL DITCH 209+19 TEL. CABLE RT. 35.1' 209+33 PI 06'24'12" LT. 203+69 w 209+09 l_�/ / / .� ' , , _,'.. ; ..t • z: �i::: �� .;cri ` »; .�, - 's; !i. : �, ' .'. .::: ;�• .::. , . r �.': `. ,.'i ;'.:: " I °:•" A R' F" Cn R09..:, 209+29 w 212+00 212+00 212+00 212+00XI 4: DISCLAIMER =NSCO, INC. MAKES NO GUARANTEE URVEY OR MAP CONTAINS COMPLETE SIVE SUBSURFACE INFORMATION. ' SHALL CONTACT THE STATE "ONE Ai PRIOR TO ANY EXCAVATION. :--`-'.. ► , �;.. ti's - f �••^L'-+� i :'.' o!)! ..,:; .:: :� < ' , a •' ti.�.. �.'�g' ..' z'• • ,.'�'•�`�4 T x. r ' • rr �� ; -° ,,., ��.�1 •� ,` ~uy ;;�;.�", ° ' ' ' lir"� '» � ` ,, ,o ., • ., .a' �`� �i►• •' _- � r y�_'. "� • �'='' .e '. •. ..i .alp. -. STA. 212+00 TOP BANK 209+43 FOREIGN PIPELINES LT. 22.2' & 24.6' 210+16 POWER POLE 31.7' 211+09 FENCE RT. 29.6' 211+42 PI 00'18'27" RT. , I. DWG. NO. EC -9204-D-1102 ( 0 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.101 +00 TO STA.212+00 ! u APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD I 5000 500 1000 SCALE IN FEET OZ REVISIONS XA_XX CO -, A M REFERENCE DRAWINGS BILL OF MATERIALS ITEM I DESCRIPTION I QTY c - O o -, o w m�?'�� m w n( o c) w O O l J 00 W W. N 7,1ccpn m jNCOON ° OJ 2 E9 o_ o ImT1 y r r ' r O p O NOTES CO 0 Ti 6) 01 -F. CO N DATE EC -STD -702 m C) (n -10 oV EC -STD -404 EC -STD -301 DRAWING NO. PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE W DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE xs a DATE PLOT BY PHOTO BY or c_ N O O O O O "O ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS P1 1- � cn z m m J DO2 * o D m D c m D z r N 1-s' 22gm m m n D D m < aj _1 m cn O z -I -0 -0C) m 0 r-o z O z mu) W .Zml -0-0 -1 z m ��_0a, � C 2 * V)2 c LI `• � � m�"�" z m =-9= 4 = cn m = () D r _<.0„›z OD D m m p\ N - O n O = o - I f 77 ZJ r3 y m `L m z m I 1_��I mC) D 1W- D0 D0 m 00 m W mm zz O c� pN r �_ m r m I I I i 1 1 11 iii WU)r 0� zm p\n �n z z m 1 I I rn Z I WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER m 01o O 01 O O O O O O O PERMANENT I EASEMENT \\\\\\\ I TEMPORARY V WORKSPACE p"-","-. TEMPORARY LA -4 USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 212+00 212+00 212+00 212+00ST ry 17‘.+ o... N + o N <,> N o o��^��..:', N N10 + N N o O N v N 0 0 N w + o 0 N o + o0 c.''' 0 N o w + o 0 STA 212+00 ': cam, .. .- ...tib. ... : ,.i.f2 • e�� :. }� bg w•_ • .„ti �. r• "• r k . �. F . s... _;i `; �. • s y.. ' ti.. ... •'; .� ".� :¢;.�' .a �, + ■ '-�' ,=� .;j., \ r ;. ,'f': _ '�4 :t -_i- I, i;tiy il..•'! .:.. `'` o- `` "`; • :�.:: yg:. �':' . , ;r �•..;:. a .. , ,•. ` , `' ".1. . a^" �� ; '� �•T ' ` '" ,.F'. SHT. EC-` `,-r,.{ ,4,.041-`'`± ,• '_ �,�, - �" 213+28 POWER POLE RT 11. 213+33 GUY WIRE ANCHOR LT. 0.9' 213+51 FENCE RT. 7.5'. 213+55 FOREIGN PIPELINES LT. 24.6' & 30.4' 213+57 PI 05°01'06" LT. 212+00 214+80 TEL CABLE RT. 18.5' 215+60 FENCE CORNER RT. 22.7' 215+71 PI 01°15'37" RT. 215+96 TOP BANK 216+06 CL DITCH 216+25 TOP BANK 216+63 CL DITCH RT. 11.0' 216+90 TOP BANK 217+03 CL DITCH 217+25 TOP BANK 218+29 POWER POLE RT. 60.3' 218+32 GUY WIRE ANCHOR RT. 46.2' 218+55 PI 14°53'46" RT. ,.. f• k• q i . CHEVRON, TEXACO & SHALE OIL CO. 654.55 ��° ; ~ E! �•=: fol .:, . +�. ` Y • '`_ r � �:° ',41.`.`' w I ' 0 v, o �, 219+00 25 96 01 219+00 o O 219+00 R09 R09 _ • f ;:, •A y cn 218+84 COUNTY ROAD 215, RT. 122.0' 219+29 CL ROAD 221+09 FENCE 222+73 FENCE 223+39 PI 04°15'23" RT, !:� 7 F ,. •"'R " ..Wk,•v:�. A_s '{M :. \ � l 3, � ¢• ?_' hY•.. \ � ; A* :. ° r . • �A..•' a' -'::: ', ' . "` i x• . 3 • `" .-_ n #; �,;�.:.. • ��:'�"•t- f`'•�:. • d.c :r ti Y:. ':: ;,.. ry.;c -� r t°: b4 fir " "• ` � 4ti g. N'..•. ` ;. 4 i bks .. .. �_ '�'' `= k•. ' I / � �/ j\ / \//>�. \ � �\ \ j\/ o c oO 1 219+40 219+40 w 226+67 219+40 FOREIGN PIPELINES LT. 24.7' & 31.5' 223+74 O.H. POWER LINE, 223+98 GUY WIRE ANCHOR RT. 56.7', POWER POLE RT. 65.7' 226+54 GUY WIRE ANCHOR RT. 14.9' 226+55 POWER POLE RT. 24.6' 226+77 CL DITCH 226+87 CULVERT RT. 40.2' 230+07 POWER POLE RT. 55.2' 232+12 P 00°14'52" RT. 01 R09 N 226+87 `' 232+82 �O �5 '_ s •k u ° W. Yet �., ;;¢ r ,. •;' mom'.' ;::, ..;�i,:y,:; .;; r`' r:;:.;... ' ; ., , F'-::, ��:'. •a:.,. ;..fr: .: .., s; sr: ` •..rV' :.:..: �` •- � �rg�" �;.� •' ;;w, . i` �4 ��.. K, �,�, tis:, }��'° , . �� ..'• : l ... :.. .. .: 'M ;;:q•; :;'`; :`:.R., ..:.�,,,.. s,. `;:5...:. �z.�.-.=:.. •�� . `;.•'•" �`f �._ "`~ r -; : '�. - ;:;:'�,...•, . ,.. �::.; , ,�,- 4 ••I �" i 4.. .., } :i. " cn �� / � / ; / ^� 232+92 CL DITCH 233+40 POWER POLE RT. 47.5' 233+42 GUY WIRE ANCHOR RT. 38.7' 235+15 FOREIGN PIPELINES LT. 24.1' & 30.4' 235+16 PI 00°53'17" LT. /\ \ 237+21 POWER POLE RT 5 8.6 237+45 PI 00'17'16" LT. R09 01 237+70 O.H. POWER LINE 241 +33 FOREIGN PIPELINES LT. 24.5' & 29.8' 241+38 PI 01°49'58" LT. 241+65 233+02 241+65 241+65 241+85 CL ROAD 244+10 POWER POLE RT. 65.5' 247+29 FENCE CORNER RT. 44.7' 247+58 CL ROAD 248+36 FENCE CORNER RT. 54.9' 248+76 PI 02°39'38" LT. � 0 A N o O R03 yep ^ •'"', ' ?"r 'Y'�. rn ,t' .k,' ' -n% •' =' .� _ - `' `� ;`-., "~ •; h F ; .: W: ,,f r.s r; r ,:.• ;.',. , r sj;' f.` ` 7, r. + c, / / 249+30 FENCE CORNER RT. 58.3' 249+39 POWER POLE RT. 78.8' 249+51 PI. 07°35'03". RT., 24205 o N 247+38 242+05 w O 247+38 ,• :' 7: '+•�':.. ":f Y.• q, " r..•wS :;hr; r.r..a'J'r ..q - 3.��.:'ea,.y �•. ..:1�`�:. °,JN',ya.!::. ' ..�f. '. .; : ;{ a;"�.. �; ' f` f; F:,'•. �.. { 1r:"� ` � a _ � ' ; °',, -` a , '� ' '' ;. : ,"".°: �s;a --. •. r.:'°� _ fit. I -:'ae. '' ._ ?;-. E•: f::' R A .. . �- ? �--. :�,- ::+.u;t 'r i. ....:�• r ,.•� ��,f, `�'. F;r""`r'' ;' �'Ir..y "?•• : . : i ' >' `;z ; ... ; . ,,.7, 1+ • ^ : • �ir �: : ; t ' .`•''�:, ..�.• : x� a: qc , a; v, a ti, .°':y ''` te al- _ �.:% ..+3,;, °r..�:..a ax r3.:'. :a•,` x.. r.te .:-. r �_...�' _ :: N.:.� '.t.." . �._ • 'a .. .. .. .:. i`'Y'.'"','..::y� y:. ;y[•••�s$ y :me. r . 6:... 51 .• Ya A; • ;. : •'• . .. �• R -d °, .. ; _ °' ✓ i _ " x, '0 .,`...�: a .� " 3 1 ,. Y� = _ - ,::. ' ' •• �' %•- ` •. 11 - ...._. / / / � , / FENCE RT. 249+55 FOREIGN PIPELINES LT. 24.3' & 31.6' 249+90 EDGE OF ROAD 249+97 CL ROAD 249+98 COUNTY ROAD 215 RT. 131.7' 250+04 EDGE OF ROAD 250+32 FENCE 250+33 PI 07°07'52" LT. p --_® R03 247+78 + 249 77 247+78 °O$`r:� + 249 77 o o N 253+45 TOP BANK 253+58 POWER POLE RT. 61.1' 253+79 TOE 253+86 O.H. POWER LINE 253+90 TOE 254+39 TOP BANK 255+34 FOREIGN PIPELINES LT. 28.3' & 32.0' 255+35 PI 04°18'58" RT. 250+17 25+66 A 250+17 COO 253+66 R03 6 o N 258+88 FOREIGN PIPELINES LT. 25.0' & 29.2' 258+89 PI 04°43'32" RT. 254±06 o N 257+86_ 254+06 �"':` o co 257+86 260+34 FOREIGN PIPELINES LT. 24.4' & 28.2' 260+46 PI 05°47'15" RT. 260+81 EDGE OF ROAD 261+11 EDGE OF ROAD 261+22 TOP BANK LT. 19.7' 261+23 PI 06°40'39' RT. 0 6, o N 258+26 o N 81 260+TOE 258+26 N cn � 260+81 261+61 CL DITCH 261+75 TOP BANK 262+37 FENCE LT. 7.7' 263+166 TOP BANK RT. 6.6' 263+89 TOE LT. 3.7' 264+04 FENCE 264+11 PI 11°01'54" LT. 7- NATURAL GROUNC P o oO R03 261+21 261+22 01 261+21 264+14 FOREIGN PIPELINE LT. 24.3' 265+70 FENCE 265+74 CULVERT 265+79 FENCE 266+05 FENCE 268+24 CL DITCH, RT. 34.5' 269+68 O.H. POWER LINE 269+96 POWER POLE RT. 5.2' 270+02 GUY WIRE ANCHOR RT. 24.1' 270+04 O.H. POWER LINE 270+05 TOP BANK 270+11 CL DITCH 270+12 CULVERT 270+15 END OF CULVERT RT. 11.7' 270+17 TOP BANK 270+18 PI 03°40'19" RT. R09 R• o N 286+08 270+17 w 286+08 N _ vO 286+08286+05 .. 272+58 CLLVERT D TT. CH R RT. 1 33.5' 273+26 PI 04°13'27" LT. 275+83 FOREIGN PIPELINES LT. 22.7' & 26.6 275+85 CL DITCH RT. 22.8' 276+52 END OF CULVERT RT. 22.0' 276+71 FENCE CORNER RT. 14.8' 278+06 CULVERT RT. 18.9' 278+15 FENCE RT. 15.8' 282+80 PI 06°09'19" RT. I) - ... :;' • e. 2' A. 11:1:1:1'' ,, ' -,4-:' • : .;. q fir.. fir' 282+83 CL DITCH RT. 30.2' 285+08 FENCE 285+79 CL DITCH RT. 17.6' 285+80 CULVERT LT. 0.8' & RT. 10.1' 285+86 CULVERT RT. 18.9' 285+99 TEL. CABLE RT. 8.0' PI 02°07'23" RT. 286+08 EDGE OF ROAD (GRAVEL) 286+23 CULVERT RT. 25' 286+35 TOP BANK RT. 18.1' 286+63 PI 03°34'13" LT. oA oO R03 286+48 286+48 °' 293+88 286+48 286+69 FOREIGN PIPELINES LT. 24.5' & 28.7' 289+30 FENCE 290+85 FOREIGN PIPELINE LT. 22.0' 290+85 PI 00°27'35" RT. 293+76 FENCE LT. 14.4' 293+85 FOREIGN PIPELINE LT. 23.0' 293+88 TOP BANK 293+96 CL DITCH 294+02 TOP BANK 294+16 CULVERT RT. 22.3' 296+12 TOP BANK RT. 46.5' 296+14 TOE RT. 11.5' 297+23 FENCE 299+65 PI 00°27'35" RT. c.), R09 o N 294+02 w 309+79 t/.�O N 299+68 FENCE RT. 11.3' 299+76 TOP BANK 299+92 CL DITCH 300+08 TOP BANK 300+10 FENCE RT. 2.0' 301+94 FENCE LT. 4.9' 303+79 END OF CULVERT RT. 17.6' 303+80 FENCE LT. 18.4' 303+81 END OF CULVERT RT. 23.6' 303+82 PI 00°55'51" RT., ,^ 4% vI 0' - Z305+27 / i // // / // //\ FOREIGN PIPELINE LT. 22.8' 304+64 TOP BANK 305+00 CL DITCH 305+11 END OF CULVERT LT. 3.2' & 12.1' CL DITCH 305+39 FENCE LT. 26.8' 305+40 TOP BANK RT. 10.3' 305+41 CL DITCH RT. 1.7' 305+42307+41 TOPTOP BANKBANK LT.LT. 5.712.4' ', CL DITCH RT. 0.4' 307+42 PI 05°29'12" LT. a" R09 309+83 wMil< M / /j / 308+61 TOP BANK 308+62 CULVERT LT. 6.7' & RT. 2.9' 308+65 CL DITCH RT. 7.0' 308+66 PI 02°46'29" LT. 308+67 TOP BANK RT. 3.4' 309+38 FENCE 309+61 TOP BANK 309+67 CL DITCH 309+79 TOP BANK 309+81 CL DITCH 309+83 TOP BANK 309+95 TEL. CABLE RT. 9.3' 310+07 CULVERT RT. 41.1' 312+12 FENCE RT. 7.2' 312+13 TOP BANK RT. 10.5' 314+38 FOREIGN PIPELINES LT. 21.9' & 26.3' 314+48 PI 16°28'10" LT., STA. 320+00 320+00 320+00 320+00 - 320+00 320+00 FENCE RT. 4.3' 316+53 PI 06°38'05" LT.. FENCE RT. 4.6' 318+52 PI 02°1'55" LT. 318+54 FENCE RT. 14.5' DWG. NO. EC -9204-D-1103 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA. 212+00 TO STA.320+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD I 500 0 500 1000 1 I SCALE IN FEET z • M (/) O (. A� Do 9 W m M REFERENCE DRAWINGS CD CPA CO N� BILL OF MATERIALS ITEM I DESCRIPTION I QTY NOTES DATE M n to H 0 01 oC EC -STD -301 DRAWING NO. PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE H a; p o - 0 +I nil c-gin cpx�=CTSD> w nor O N Cr) O O N v N O v .0 cNCOOv co _.-,C7 °-° w°O v Q o 0 furl n Q r D W DESCRIPTION I TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE DATE PLOT BY PHOTO BY c-> z 10,480' I 320' ENV. CONDITIONS MATERIAL DETAIL PROFILE SNO110IH1Sal 0 0 07 O) U) c) Z 110 > 0 O > H O Z 320+00 0 J NJ '03S 1S31 OHW H H3AO0 NIW 320+00 m O 320+00 320+00 0 328+14 0 O ) 0 328+41 0 332+64 0 0) 0 333+04 0 N 339+64 01 340+04 O N 384+47 O 0) 0 385+39 0 NJ NJ 413+33 01 413+73 0 J N 324+76 325+36 oo 325+59 326+84 w 328+14 328+41 w 332+64 333+04 w 333+48 ul 333+68 w 339+64 340+04 OJ 376+36 Cn 376+84 384+47 385+39 w 413+33 4, 413+73 w 429+34 (J1 429+54 w O336+84 (-3339+46 339+46 N 340+21 w 10340+99 340+99 p Z O 170I- 1--C1-170Z6-OD m /Th 0 433+00 VJ D W N0 + 0 O Z O � O C 0 > 0 4.z 0t) 0t) 1DDHS 1NDINNDI1V-DNI-INIVIN 433+00 328+14 oU w 328+54 + 01 � o 332+64 A O 333+04 C1) o 339+64 w oO o 340+04 0 w 01 A A O 384+87 413+33 +o O O N 413+73 N N 0 O O W 0 + 433+00 433+00 0 a3AOjddV A9 43)10H0 AEI NMVHO 0 m m r 0 H 01 AO O±OHd 0 L D O 003H ONH33NION3 C) 01 C) co co co O O O STA. 320+00 CD 0 o' • • r I J NI 31V3S I I I 1 1 STA. 433+00 0 z O O H m W H NOIldIH S30 SNOISIA3H H3NV H8 HON3H1/3dO1S SDNIMVHCI 'd3H R09 R09 R03 R03 R09 R02 R09 R03 R03 R09 30N3d NOISf110X3 D 0 3KIVA 3NFINIVW 13>Q1VW 3N133dId NOIIVIS 1S31 0100HIV0 o m c r N m 21381^IfN 10V2�1 0 O 1SOd31IW 3N113dId 3N1-13dId 03S0dO2Jd SGVO2l )JNl00 AVMH01H 31VIS )VMHOIH 'S'fl I.VMHOIH 31V1S2131NI ooaj 3N1-1 A183d02ld 3N11 .AVM 3O 1HOIH 3N133dId NO132JOd 0 -0 -9 03-I 0() r D Om00 0- 1 w mZ c3 c� m L m O Z Z Z m 0 m m D = D\ r - 730 z -\ -< c m X Z z 0 G) m WORKROOM ALIGNMENT TRACT O 0 0 m CO CO N m M m m 0 0 0 0 7) D mmm _ m z A w w 0 A O Z O D D D r r 1- c c c c z z z E m M00 M 0 0 XX 000 0)0) = z z 0G7G) 09,0 C cnmm z O G -)c H 3-1111 9NIMV2,10 SDNI/V\VICI 2ON2H2dDH H 00 000)(31.0 CO N z 0 c H 0 z m z 0 O CO O Z w w 0 m 0 Z 0 c 0 H 0 z W m z 0 O W w O Z w N 0 m 0 Z 0 c H 0 z m z 0 O N w O Z cow 0 m 0 Z O c 0 H 0 z W m z O O w O Z O O m 0 O m w rn z 0 0 X 0 ✓ OC) 0) X 0 m W m 73 W m w rn z 0 0 X O O7 W G) X v O m w m D W m w rn z 0 0 X 0 01 NJ CCO G) X O m W m 73 W 11 m w rn z 0 0 X O CO G) X v O m w m m w rn z 0 0 X 0 W CP G) X oO m W m m w rn z 0 0 X O 01 N cc? G) X 0 m w m m C-) Z1 H O z 0) O O 0 0 H S1VIHD1`VIN JO 1119 L86 6-ZZ6-008- 6 :eaJd-lIo± D ` I rn ^ G) TI O p X o 0 v co 0 (D W O W O W N N 0 a N O v coO O Ni CO - Q) W v C z 0 C) v O 7 C-) 0 g- 0 O_ C) O O E3 0 O OOV O1OO - 11VO 3NO mm m zz m Z H 321+79 FENCE RT.18.4' 322+90 PI 10°56'25" RT. 322+94 FENCE RT. 18.4' 323+96 FENCE 324+76 TOP TANK 325+08 CL DITCH 325+36 TOP BANK 325+39 PI 15°50'44" RT. 325+59 TOP BANK 326+19 CL DITCH 326+84 TOP BANK 327+90 FOREIGN PIPELINES LT. 22.1' & 25.8' 328+02 PI 0200'41" RT. 328+14 EDGE OF ROAD 328+41 EDGE OF ROAD 328+48 PI 10°56'42" LT. 328+53 FENCE 331+26 VALVE LT. 24.6' 331+26 PI 04°21'09" RT. 333+48 TOP BANK 333+57 CL DITCH 333+68 TOP BANK 336+84 PI 40°07'14" RT. 338+86 FENCE 339+00 O.H. POWER LINE 339+24 FOREIGN PIPELINES LT. 37.3' & 40.8' 339+46 PI 36°59'32" RT. 339+53 FOREIGN PIPELINES LT. 23.6' & 28.2' 339+64 EDGE OF ROAD 339+86 COUNTY ROAD 215 340+07 EDGE OF ROAD 340+21 PI 3219'03" LT. 340+84 FOREIGN PIPELINES LT. 18.3' & 21.2' 340+99 PI 33°02'54" LT. 343+51 TOE LT. 25.7' 346+30 PI 06°08'39" LT. 349+08 PI 07°06'43" LT. 351+28 COUNTY ROAD 215 LT. 79.5' 352+39 PI 08°31'41" LT. 355+75 PI 06°43'29" LT. 358+73 PI 04°59'13" LT. 358+75 TOE LT.18.8' 358+76 FOREIGN PIPELINES LT. 24.5' & 29.9' 361+99 PI 10°25'47" LT. 362+11 TOE LT. 31.2' 364+99 TOE LT. 25.2' 367+49 PI 05°17'52" RT. 370+78 PI 00°56'03" RT. 370+79 TOE LT. 20.6' 370+79 FOREIGN PIPELINES LT. 26.0' & 31.6' 373+28 PI 08°56'25" RT. 374+97 TOE LT. 17.7' 374+97 PI 04°41'41" RT. 376+31 CULVERT LT. 3.5' 376+36 TOP BANK 376+41 CL DITCH END OF CULVERT LT. 6.3' 376+84 TOP BANK 376+91 PI 03°30'00" RT. 376+93 FOREIGN PIPELINES LT. 28.3' & 32.2' 378+99 PI 03°45'41" RT. 380+73 FOREIGN PIPELINE 381+34 TOE LT. 18.4' 384+45 FOREIGN PIPELINES LT. 25.7' & 31.7' 384+47 EDGE OF ROAD 385+39 EDGE OF ROAD RT. 1.7' 385+86 FOREIGN PIPELINES LT. 22.6' & 28.1' 386+00 EDGE OF ROAD 386+28 PI 08°03'55" RT. 386+38 TOE LT. 20.6' 388+58 TOE LT. 77.3' 388+75 PI 11°39'31" LT. 389+13 EDGE OF ROAD RT. 33.7' 391+29 PI 03°42'22" LT. 391+31 TOE LT. 38.2' 393+35 FOREIGN PIPELINES LT. 26.7' & 31.1' 396+04 TOE LT. 24.0' 398+13 PI 01°13'16" LT. 398+17 FOREIGN PIPELINES LT. 25.4' & 27.9' 403+92 PI 03°33'15" RT. TOE LT. 19.0' 406+94 TOE LT. 21.3' 406+95 PI 01°39'17" LT. 409+65 COUNTY ROAD 215 LT. 98.8' 409+90 PI 03°18'32" LT. 409+91 TOE LT. 16.2' 411+42 PI 09°43'37" RT. 413+88 TOE RT. 2.7' 413+88 PI 03°45'24" RT. 416+90 TOE LT. 27.3' 416+92 PI 01°49'55" RT. 428+24 TOE LT. 25.4' 428+26 PI 05°39'51" LT. 429+34 TOP BANK 429+42 CL DITCH 429+44 END OF CULVERT LT. 10.0' 429+54 TOP BANK 430+98 TOE LT. 30.8' 430+99 FOREIGN PIPELINES LT. 21.2' & 23.6' 431+03 PI 08°10'15" LT. 3ovaaoa 0 H38Wf1N ±OVHl 320+00 3WVN 2J3NMO SV9'R 110 VNVOND 433+00 z 0 !m^ ( J ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS WORKROOM ALIGNMENT TRACT o - I m x RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER - m 01 01 0) O 01 O O O O O O O_ STA. 433+00 PERMANENT EASEMENT K\\\\\N TEMPORARY V WORKSPACE �� TEMPORARY -•;*•• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 433+00 433+00 433+00 433+00 433+00 443+00 453+00 463+00 473+00 483+00 493+00 503+00 513+00 523+00 533+00 543+00 r P 434+16 TOE LT. 20.7' 436+80 PI 09°20'35" LT. 433+00 436+83 TOE LT. 23.8' 437+35 COUNTY ROAD 215 LT. 77.1' 440+24 ELECTRICAL FUNCTION LT. 21.9' 442+10 TOE LT. 21.8' 444+51 PI 04°44'29" RT. / o N W oO483+1 ENCANA OIL & GAS 751.52 446+92 PI 08°40'20" RT. � Is o • -`. A q r \ +,. �4 Y•T . e •�7 T.l `„ M1fit' — re, .r -� , - ma. . - 1''%t t,t A y _ _r . '°"'i"i �p y95 -W �3 f� C 40. • • • L M1 i'. - 47 ?4? L v. s,.: i , motH,,, , : ... ` L. IV , , , • , -._ .. 7 ',.. , ... fit , 4.1 . 4 , * - •. ii ;, �, 1.x1 , �. '', a an• T _ _ . 1. a ,-,...44-.V :0107 V /� - _ . . YLr t:',: • • .1 eor . 7...,..4..„ .i' .ti. � :.+5•. •?i'f '' ' .:i' 'fir , :,r;' .yj+' 4_i. x :. •,:V P^��,'''.. r� Y +y'iy..t. r'•+� :1'.. �'` .i` R r'f' fl +y 1 • .e r• •'..;'- f .,• _ �Y:i.' '� •r. --',/." tir Y:, F ,.. t +lid'_. _ ...IN. ' 449+52 TOE LT. 23' 451+72 PI 13°24'16" LT. 452+05 END OF CULVERT LT. 18.9' 456+35 PI 23°57'05" RT. ,i476+45 cn L- / 456+60 457+76 PEN19E47'08" LT. 463+11 PI 22°02'19" RT. \ \ W \/ \ 465+36 PI 15°27'20" RT. 470+88 PI 38°00'22" LT. 472+71 TOP BANK 472+72 FENCE LT. 97.5' BEG. PARKING 477+68 END PARKING 478+10 TOP BANK 478+48 CL DITCH 478+75 TOP BANK 479+33 CL ROAD, TOP OF PIT RT. 27.3' 479+35 TOE RT. 52.7' 479+62 FENCE 480+45 PI 20°29'31" LT. Wo 482+24 VALVE, MLV #1 FNCE 483+79 PE 76'10'26" LT. / 485+02 ROADS INTERSECTION LT. 53.3' 485+03 CL ROAD 485+25 O.H. POWER LINE 485+26 POWER POLE LT. 68.3' 485+27 485+32 TOP POWER BAN POLE RT. 132.4' 485+44 CULVERT LT. 33.2' 485+49 CL DITCH 485+65 TOP BANK FENCE RT. 65.3' 487+95 FENCE RT. 62.1' 491+13 CL ROAD RT. 38.0' 491+33 POWER POLE LT. 76' 491+34 O.H. POWER LINE 491+74 PI 83°10'48" RT. cn rn o485+84 N A � a �� ca I U! 492+56 EXIST. ENCANA P/L LT.16.1 493+27 POWER POLE RT. 53.5' 495+56 POWER POLE RT. 77.9' 497+79 EXIST. ENCANA P/L LT. 14.5' 497+82 PI 07°21'42" LT. 473+00 A470+88 473+00 497+91 POWER POLE RT. 56.0' 499+94 CL DITCH RT. 61.2' 499+95 EXIST. ENCANA P/L LT. 15.0' 499+96 PI 01°39'17" RT. NATURAL GROUND 478+10 500+30 POWER POLE RT. 62.8' 500+36 POWER POLE RT. 66.0' 502+53 BUILDING RT. 4.0' 502+64 GUY WIRE ANCHOR LT. 1.6' 502+97 CL ROAD RT. 80.3' 503+01 WELL LT. 7.4' 504+21 EXIST. ENC503+82 COUNTY ANA P/L 5 R LT$ 14.8' 504+53 VALVE RT. 34.8' 505+02 ROAD INTERSECTION RT. 72' 505+21 POWER POLE RT. 65.1' 505+31 BUILDING RT. 46.2' 505+33 CL ROAD RT. 26.1' 505+40 GUY WIRE ANCHOR RT. 65.9' 505+81 VALVE VAULT LT. 20.8' 505+87 BUILDING RT. 49.5' 506+03 EXIST. ENCANA P/L LT. 15.7' 507+24 WELL RT. 106.7' 508+87 VAULT LT. 52.3' 508+89 VALVE LT. 64.3' 510+16 PI 16°45'46" LT. 0 / 0 478+75 479+13 �, O R09 R03 \ 0 o A A _ / '� % , 479+53 R91 ,g t. 5� �r v c"- L_./ 0 / / / 'wI / f Ol , ' �! ,5 l •j I I 489+74 880 J N w 0483+71 °' 489+74 °' 500+80 0491+74 J 500+80 1/0.60 4,O o 501+00 501+20 503+87 503+87 510+20 �'O .503+87 510+20 EXIST. ENCANA P/L LT. 14.6' 510+57 FOREIGN PIPELINE X-ING 511+02 FENCE 511+10 TOP BANK 511+19 EDGE OF WATER OF 511+53 TOP511+4EBANKWATER 512+24 C/L CREEK 512+39 TOE 512+95 TOP BANK 513+01 EDGE OF ROAD 513+09 CL ROAD 513+23 EDGE OF ROAD 513+29 PI 53°16'11" RT. 6 o oO R03 504+27 o NJ 510+62 504+27 �� 510+62 504+27 wO "' 510+62 - R78 •cnA oO R03 511+02 511+02 511+10 511+02 / R09 0, 513+34 EXIST. ENCANA P/L, LT. 42.8' 513+48 FOREIGN PIPELINE X-ING 513+51 FOREIGN PIPELINE X-ING 513+92 CL ROAD RT. 16.0' 515+81 PI 05°31'01" LT. o •N 511+30 w 511+51 �O J R09 ® 512+89 512+95 W 512+89 512+891:1 516+01 CL ROAD RT. 15.1' 517+63 FOREIGN PIPELINES LT. 25.7', 27.9' & 35.4' 518+ 14 PI 06° 16' 19" LT. o A 513+29 R03 N it 1 0 513+29 o NM‹ 513+29 �- aOX 518+16 FOREIGN PIPELINES LT. 13.9' & 18.4' 518+28 CL ROAD RT. 15.6' 519+47 FOREIGN PIPELINES LT. 19.9', 22.1' & 29.5' 520+69 CL ROAD RT. 15.8' 520+70 PI 09°51'32" LT. cn N cn. i O 520+73 FOREIGN PIPELINES LT. 14.6' & 17.8' 521+47 FOREIGN PIPELINES LT. 20.5', 22.5' & 29.8' 524+06 PI 08°28'19" LT. �I C527+34 Z 524+08 FOREIGN PIPELINES LT. 10.3' & 13.4' 527+10 CL ROAD RT. 16.5' 527+30 FOREIGN PIPELINE LT. 14.8' PI 11°06'21" LT. 535+59 FOREIGN PIPELINES LT. 15.4' & 18.9' 535+70 CL ROAD RT. 15.2' 540+27 END OF CULVERT RT. 43.8' 540+33 END OF CULVERT LT. 4.3' 540+98 CL ROAD RT. 13.6' 541+21 FOREIGN PIPELINES LT. 18.7' & 21.2' 541+22 PI 06°01'33" RT. 2\\ j\/ j\\ ��\ /� / >\/ 542+99 PI 03°45'37" RT. 543+07 CL ROAD RT. 14.5' 545+90 CL ROAD RT. 16.6' 546+08 PI 07°37'09" LT. 546+13 FOREIGN PIPELINE LT. 24.5' 547+89 PI 13°32'13" LT. 547+91 CL ROAD LT. 14.4' 548+73 END OF CULVERT RT. 8.5' 548+75 END OF CULVERT RT. 61.5' 551+63 FOREIGN PIPELINES LT. 19.6' & 22.5' 551+94 BEG. RETAING WALL LT. 28.1' 552+45 PI 10°59'23" RT. \� \\ • / , 552+57 CL ROAD RT. 12.6' 555+39 END RETAINING WALL LT. 14.3' N 557+00 557+00 557+00 557+00 557+00 STA. 557+00 DWG. NO. EC -9204-D-1105 ( 0 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.433+00 TO STA.557+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 SCALE IN FEET z p REVISIONS 7)TJ co --./-,00 CO TJ 0 TJ CO REFERENCE DRAWINGS REF. DRAWING NO. DRAWING TITLE �� _,0000 6) 01 A W N -1 -,M BILL OF MATERIALS C H w 0 00 rn0 C') Co W o Op 0 ON , C Nv gQ6 i' O vCD so (N co ou O J w co v Q O m I- ' 0 r D 0 O NOTES DATE EC -9204-D-1501 EC -STD -702 EC -STD -307 I EC -STD -404 EC -STD -301 INDUTION BEND #108, 36 IN 55 DEG MLV ASSEMBLY, 36 IN - MLV # 1 PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUTION BEND #105, 36 IN 40 DEG INDUTION BEND #106, 36 IN 75 DEG INDUTION BEND #107, 36 IN 85 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE co DESCRIPTION MAINLINE VALVE #1 PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT zyc 'f y DATE PLOT BY PHOTO BY 0 6,205' rn0 ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS m 0> ,- . z m m K v Q_ * z m v m DiL- i- o N 1- zz0m mmn D D m m m m cn O z g-0�,® _1 z coo .Zml o �. 17 m o r -o z O m m F -o oN z z m C) C 2* u)= c D- m m 7J°" z ; T , 4 = w „D = c) D r -< >* D m m 0\ N -< O n O = = o - f I =00a I I' I I xi 73 -0 _, m 7300 1= mz z m A i i -'I D 70 O c� - 0 -0T CO -I m D* m c* m i- mm zz ON z r ›_>n - m � 7° r Z m m I I XI I I II 1 1 1 1 Tiii WN c'I zm/'� � z I r rn r% Z WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER I Tl cn cn rn a� o cn o of 0 0 0 0 0 0 0 0 PERMANENT EASEMENT 1\\\\\\N TEMPORARY Y WORKSPACE �v4•4,".4.4/ •4•TEMPORARY k•••••••• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 557+00 557+00 557+00 557+00 567+00 577+00 587+00 597+00 607+00 617+00 627+00 :y *_rw .:� •:_`'0, - , .r ..? :• --: ' _ L. � Yr.. lrryryy' ,��. rtl+.. .per-r ' ms "• -.. • V..�i...' ' .. !,. f n•.v µ•. ti' . _- .da' 1xJ- Y'..0' •' - ,3' . 'P^.+' .:J'.q'y. ,. : •\ . ._ '.�,:" sY ssi.•• �i �"' ! .k :�.. ':.-,•r` ... f r reek [. "pp/ 7rr:,r=9 •.F ... b „j. - K S i • • ~j is• .. w...-,r L'-. - r . ij 'c. * am a s• w'J J -.!. " - -IVa . _ •b• "''k1. . "r '"•v: fir" . tty Ls. _ � p� '� .. - :� if:Bi.��4 � -•'S: . �>,':a sN' �� .• - - .. Yom, •a - ! •9 • 411 • y,, : '. ‘•',.. ' ` : - ,. _' :. `x'.. '• -� _ . .:x ' ` `� .";; _• v_ "'1 �:J:. '•F- `: Tp • k .. ; . . i:n : fF �. i. f• ;'- �' •' lam: �' _ `' •'�`.' +. q�-= • ti's' .' :. #•,,. : d ..�' ,� '� 4 ' �a • S k\/1• ' �'=. 19 `� •1 :'•;.;: ':, " �':L: F ' ,i .j :' ,`.> r s ` v $ �� _�; `a `„ k �� • '''' - r • ' ' ; �' t+' .y► :�.:e 4, ; i. s �T'`ti s `y . � ,. is sSS, Y ti §t 4,... , :� firr `' 0 '•�C,y. ., ti i• ` '•k-y...... '':''15...•sa' °'J' _�- \\\` : �, , - ,� w �`•' f ... °' ` a `�`�' j'"`•573+04 : _ 4 �' '' ; . .. � •.. _ r, y:c1...` %, ..- -` . err .- . is b r .,. ,; iL,� -6. �4---:':..:,. , r k�,r-• " �•, o • av _ ,�, •, -, ` / t" t§L •+ Y : - ��; f. . - " , t ay 41t;, r`: �•• LN • 4� �� 1 - k ,t r• '- is �6.. . s , .�• �' * ,� 557+02 CL ROAD RT. 13.0' 557+82 FOREIGN PIPELINES 10.8' LT. & 14.6' 557+83 PI 14°13'30" 0.0' RT. 557+00 STA. 557+00 559+59 CL ROAD RT. 18.5' 559+81 PI 09°23'29" 0.0' RT. 560+97 END OF CULVERT LT.12.4' 561 +38 CL ROAD RT. 18.7' 561+62 PI 01°15'06" 0.0' RT. 563+20 CL ROAD LT. 19.6' 563+42 PI 01°42'53" LT. 564+35 CL ROAD RT. 17.0' 564+37 PI 7°49'35" LT. 0.0' 566+01 CL ROAD LT. 15.6' 566+24 PI 9°24'44" LT. 568+04 PI 07°15'30" LT. 568+21 CL ROAD RT. 17.8' 569+76 PI 06°00'21' LT. %_• / 570+66 CL ROAD RT. 16.7' 570+88 CULVERT 571+32 CL ROAD LT. 14.6' 571 +50 PI 03°06'52" LT. ENCANA OIL & GAS LC) 472.73 -557+00 1 w Ln L� (PLM) PLM 32.2' LT. & 36.3' 573+27 EDGE OF ROAD RT. 32.1' 573+28 CL ROAD RT. 10.1' 573+32 TOE LT. 32.3' 575+13 PI 05°51'58 0.0' RT. �� 575+13 TOE LT. 27.5' 575+28 CL ROAD RT. 15.0' 576+89 PI 04°17'56" RT. NATURAL GROUND 576+89 TOE LT. 32.7' 577+00 CL ROAD RT. 16.6' 577+34 CL ROAD RT. 15.8' 578+04 CL ROAD RT. 15.7' 578+38 FOREIGN PIPELINES LT. 11.2' 578+68 CL ROAD RT. 18.4' 578+70 PI 05°53'25" RT. • •#4�.. r. :... �; ; , .� :�,. T d`? ''� '' c,, ,:; �' . - ,�� a e . '� . A 1� s� • ..; it • - �'>j +.. i '. ^4� •'.. �:`ti i A. Y�: I�r R".•:"- * • .'.,. „ • •#, ... - . �" ' ' ; �`ifa `)'' .. ",b "* ' �i. -c,-.3 w ;� ?, �� Y'. "�'. �. ` �f�` •�� 'Y�'• > �. '• *lox\ a . i`, t:..-,: .. "� fes' t ` r 7 6 • p =� = •':f• 1..'v. it Ak 578+75 TOE LT. 29.5' 579+30 CL ROAD RT. 17.4' 579+64 PI 03°30'57" RT. -, 6' N u' o O 579+68 TOE LT. 29.8' 582+71 CL ROAD RT. 18.2' 583+26 TOE LT. 17.8' 583+26 PI 01°17'06" RT. 583+73 CL ROAD RT. 18.4' 585+10 TOE LT. 29.4' 585+11 PI 01°38'32" 0.0' RT. �.: �' .. r _ _ _ .AIL. �., •k:-"i-•,. ''_ • �`( v f• . ,, -0 Y'. :; ,... .. _�. �� ,�':`• - 4 ~A ' � �' '' •,. r - �" M Ems*,• e-, a Y` t . 4 ' , . { ', 'rte, 0 :z. • ll .. ;4,7 - { ,. • raj ' (PL.,. _ %• ,;'., � ► z .,g. ,. f r }" ;,, ° 'A'..j'! y!;.7 . �s' �' , w 4 , ��. .SO ori • f '0 73 `=°' ! '4 ` � !� j1 �'�'� A . ; 41;A:A• . ;. » _�C145 1 •. +r ° �� a� ,ir' J.• - t. y.:.. Y+l � � � 8 � �� 5 ' 110 •�°"'�. 21' / / /�� 585+21 CL ROAD RT. 20.5' 586+36 VALVE LT. 28.8' 586+39 VALVE LT. 23.7' 586+88 PI 08° 13' 1 1 " LT. -604+56 3 596+98 cn % / % co _ U' 'si- 586+93 TOE LT. 44.0' 586+97 CL ROAD RT. 21.2' 587+44 VALVE LT. 23.9' 587+47 VALVE LT. 27.0' 587+49 VALVE LT. 30.8 587+77 CL ROAD 17.4' RT. PI 08°13'1 1' LT. � I. IT , • �:.,�=' U Ly% N587+84 o587+92 % r , :�• ,:� ,.r. • •, ... a. au"' •a;:Svc;t,,.. �a<',!•;,/ ti :11:1: . � e�.. ° s �L �: ,. ;��:a:.;; . ...� .r-:,. -617+74 4 635+00 - 626+99 r ;s: L . _�.. .� �� @•,ti'�> y=,L�' 1. r 'si 71....44.0.11::::.....4..: ^ i:'::: �;'.:., '�: TOE LT. 32.7' 588+77 PI 17°48'46" LT..„ 588+55 CL ROAD RT. 14.2' o /588+85 /589+71PI07°01'07"LT.®628+53 r iii f 5r . , x. �`� ; '' ',5-`:b "' _ �- � rl�,�;••� ... •'.�.' � :: , ' � • �� ' 037 kj , ;3�3 = `_f ' L �Y z=� � • �. ' - O 6� tib,. i�ti. . t .. j 'F N A:. • s ,_ , :!t e:� i; ' .+,LA O TOE LT. 25.5' 589+74 FOREIGN PIPELINES 21.5' LT. & 24.2' 589+75 TOE LT. 26.4' 91+18 CL ROAD RT. 14.9' 591+54 PI 02°32'04" LT 55599911+:169:4 i 630+80 NATURAL GROUND 111111111111 gm o_ % / / or ®' 635+00 635+00 635+00 635+00 591 +64 CL ROAD RT. 13.9' LT. 8.4' END OF CULVERT 35.8' RT. 592+74 FOREIGN PIPELINES 20.7' LT. & 23.7' 593+43 PI 01°19'23" LT. �592+03 :.0-00,;. r; _ _' .''O%%591+92ENDOFCULVERT � ' '� Rr ar1: 4 • � ,. ,�� ° asp• ,�"s a !" _ Ne O LLrr iii 41. r. • �:•{ .. R i tiq' �c .;,• ':"�.� . �^ ��,a"�•�,� :. „f. ,• , ►.=' ',' �• ° . -p. ,: y- : �► `• a:r ' �� ~ ��I :.r rc " .a ..;� ,, r Y .t, ;, .. >: wY _3 . : ' • J • . fr, . :: 'R �.=t' A • ` - ''''' � ,rsst_ .. J,.' ;y -_ '.+t�". - •' :F• •� •. - ' - �^`rte. ..rN Ls .r � s -•'f:l ' .r � .�1►'. ` �' 'r• � ..'�;...�� F� �'. P.. r } . • et:'[ i ' :.:'frw .. i±' .. ��.�. • '• .. • ,+a I� < .y ' ' f: _: ." ; ' . : rid � ., ..'r' - %• .. " y.: ..:: .'' ' :Y �, , gt �` : .,. ;° '::' s* •a 1.-:: ,.. -` ;Q,- :. r" ■ - .. fix' - rr � ... ., • � . _ � • ; . - ..� - �R� � _ .. .. ...,••_' - • �� • s.; 3: "' ;"': + �r r..,.• _ x; •�.'` a ;� " ,:•:.: �x'''•`.:. .� +,:.w. .c'�=k'_'+G :•i. •-•�. ,� �`"ii'F.:::ir :: sa:,`'� ` .. S$! �liat�':h:�':.>-?° F' 4Y.'N ,'• ':.. a . .,..,., Fjq -�;� • F �'.;: . !• •a {�: •. lam' . -A'. •`+.."='�'� .. ."'•':+•.'A?:<'; - ..^G'I.f::�:.. A ' S�� .. .�,:�.:;: . � • �•-• . _ . � :;, :�• • _ �.::.w.:• • -{'^Ym•. ` _ a; 'r.: Wµ�'• Vii' ', i . . �'.'":. y-. .+f;� r - "',y ' r` r.. . .: °9:: .'r.- t.-.i-,4 '•c-'.R ykf �. s '.AR 4 y •ti: _ s hA., ''4•v 4:="'�_ : a Lr •••• rte' .. �..: a, :. e?tl:�dG'.. ;fix.•* . '• av " r 7 r a !-,. ' 'r' • ` "yea ,•r . !.ay °J ,; a, w� ��...,� % �� T_.4 �// 593+44 GUY WIRE ANCHOR LT. 78.3' 593+46 CL ROAD LT. 14.7' 3+46 GUY WIRE ANCHOR LT. 88.4' 48 593+47 POWER POLE LT. 14 . 593+59 GUY WIRE ANCHOR LT. 87.2' 593+62 POWER POLE LT. 144.1' 593+69 GUY WIRE ANCHOR LT. 81.0' 593+69 GUY WIRE ANCHOR LT. 90.4' 593+70 POWER POLE LT. 143.7' 593+77 GUY WIRE ANCHOR LT. 77.6' 593+81 POWER POLE LT. 142.8' 593+89 CL ROAD RT. 15.7 593+91 GUY WIRE ANCHOR LT. 84.6' 593+91 GUY WIRE ANCHOR LT. 76.6' 593+93 POWER POLE LT. 141.9' 595+27 PI 04°30'50" LT 595+29 TOE RT. 21.1' 595+60 CL ROAD RT. 18.2' 596+29 TOE RT. 21.9' 596+34 PI 08°06'48" LT. 596+73 CL ROAD RT. 13.8' 596+81 FOREIGN PIPELINES LT. 14.2' & 37.3' 596+98 PI 69°57'39' LT. 597+28 FOREIGN PIPELINE LT. 25.7' 601 +99 PI 00°02'54" LT., FOREIGN PIPELINE LT. 50.0' 607+02 PI 04°24'39' RT. STA. 635 00 615+90 PI 06°00'16" RT. 625+68 PI 12°43'12" LT. 0 626+04 FOREIGN PIPELINE LT. 36.1' 626+05 FOREIGN PIPELINE LT. 37.8' 626+43 POWER POLE LT. 146.5' 626+71 O.H. POWER LINE 626+99 PI 36°01'34" LT. O.H. POWER LINE 627+28 GUY WIRE ANCHOR LT. 69.4' 627+30 O.H. POWER LINE 627+57 GUY WIRE ANCHOR LT. 57.2' 627+68 POWER POLE LT. 143.1' 627+87 GUY WIRE ANCHOR LT. 54.6' 627+97 POWER POLE LT. 134.5' 628+28 GUY WIRE ANCHOR LT. 48.3' 628+36 FOREIGN PIPELINE LT. 22.4' 628+38 FOREIGN PIPELINE LT. 20.0' 628+53 PI 41°54'19" LT. 0 I ON Z634+70 ►�: - :pp�C r 1. p Z Z ;,'�tinyc ,_-).C)---00 . 630+80 PI 30°10'30" RT., FOREIGN PIPELINE LT. 29.2' & 31.5' CL ROAD LT. 86.3' DISCLAIMER SAL ENSCO, INC. MAKES NO GUARANTEE HIS SURVEY OR MAP CONTAINS COMPLETE VCLUSIVE SUBSURFACE INFORMATION. ACTOR SHALL CONTACT THE STATE ONE SYSTEM PRIOR TO ANY EXCAVATION. MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. • s ,.' .. <..? . ... "42rF �z 7 r., 'y XI I.< DWG. NO. EC -9204-D-1106 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.557+00 TO STA.635+00 ENCANA.. 3' APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 5000 500 1000 SCALE IN FEET 1111111111111 REVISIONS 1111111111111co �m � REFERENCE DRAWINGS -_-_-,� Co ry, co AwN�E BILL OF MATERIALS C rn G) Z o rn Oo -s o ci)Xm?CTvD �' _..---0K1- 00(')85001 O N ' � c N O W Q- = CO ' N 0 Lo. (,)I- N ; �Co�0 .N O Q) 0 _,o -o w v Q o Z m n O O > O NOTES DATE m o 6) H 0 o N EC -STD -307 DRAWING NO. INDUCTION BEND #112, 36 IN 40 DEG INDUCTION BEND #113, 36 IN 30 DEG INDUCTION BEND #109, 36 IN 75 DEG INDUCTION BEND #111, 36 IN 35 DEG PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE I DESCRIPTION 1111111111111CO DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN TYPICAL FOREIGN PIPELINE CROSSING DRAWING TITLE DATE PLOT BY PHOTO BY 0 r 7,800' QTY ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS XODu>o m - oo 1 • z,mio,DODom000-r i-0_,-om r 0 r -oz m = po mD=-0_1; mWmOZZZnim WORKROOM CD z m Z m OD -< x O -I 1- K D Imo O OD z i m D x D c) O < O K o O = * ii m o j-< 5°-0 Z E -u Oc T D m >7 m >7 ALIGNMENT TRACT Q = fi RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER fTl CO CO W W 01 o 01 0 0 0 0 0 0 T Z n m r> m W r m m= m m m m 77 COO r z -1 m O o g-0�® 3�"� D r D O f7 = D m r = Z g m D -< I I I DOC��i j � �_ I--- Z m D -I r z Z 0 m m I I I I I I I I I I III 1 PERMANENT I EASEMENT K\\\\\\' TEMPORARY WORKSPACE TEMPORARY -••••••• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND ND OWNER NAME TRACT NUMBER ROW ID RODDAGE 635+00 635+00 635+00 635+00 645+00 655+00 665+00 675+00 685+00 695+00 705+00 715+00 725+00 735+00 745+00 STA. 635+00 ,rte ¢. .74 t , ... . • t? .,.- ..... ..,........ :,...-.., •., 41e tK �...... �. s _ �'��•.. �•.:: ,.' ,;�"...._. -:� ::;- y,� �}, ' rs' mr_'. iL " '.r : •Tib �� p, � : 3r. f � 4-,t. • 4-04 a 1:'' . .. r ^`,.= �' ;.tri, F +�% 1 •. • ..rte w a •'� .. �y. ,'; H•- r • ;:' 4. :-'rs is 635+54 CL ROAD LT. 75.5' 637+12 PI 20°58'58" RT. + 635 00 ENCANA OIL & GAS 709.09 • �= a :� cn r f y.` K1 -:L, s,':^.: ` r ::: y.r `i. 3;.y4,: 7:4: 1:01,1Cn:��° r. , ri\\643+32 S ..: ': ''-'�}'' :..� o • si \ N 639+19 PI 24" RT. PI 44°08'42" RT. OREOIGN IPELINE LT. 28.6' 649+53OREIGNPIPELINE LT. 26.2' 649+52 :FFP 51°06'29"LT.®j N W ®643+20 4 + 9 70��"9 N Cs11 ) x�. <•;:F 04 y lYr.;y \ \ ` r`'� • ".�}": f W\649+70I ° ' rt '' ��Sk \650+48LROADLT. \651+49 656+16 656+16 ®6 656+16 522'8 PI 00°33'20" LT. O-•. a oO MANI 656+21 PI 20°12'36" RT. - - :� `O�® ` M656+36 656+56 656+56 659+68 656+56 R78 CL ROAD 657+32OREIGN PIPELINE 658+59 FOREIGN PIPELINE 659+44 FOREIGN PIPELINE 659+48 FOREIGN PIPELINE 659+68 PI 56°2714" RT. �0 1 '° a „`; r+y ti:' 3 ,••. T s•c'"sj'N Wit' z AiR aFP .,�;; ° rte'. . •; • , :� r ► ► "' :� r= t �r: x • '� y� :. i , 1► y ► ► ; \ \ ` S. 1-.-L1�� \ \ \ \ ` \ \ \ �� \ \ \ \ \ rn �„� 689+77 664+24 PI 11°14'58" RT. 664+31 FOREIGN PIPELINES RT. 28.8' & 31.3' 666+98 PI 02°02'30" RT. 667+10 FOREIGN PIPELINES RT. 25.3' & 27.4' 670+18 PI 06°18'59" LT. 672+02 FOREIGN PIPELINES RT. 24.2' & 26.2' 672+07 PI 10°52'38" LT. 673+85 PI 02°37'34" RT. 675+22 PI 06°43'30" LT. 675+29 FOREIGN PIPELINES RT. 26.9' & 29.8' 678+49 PI 01°24'35" RT. 678+54 FOREIGN PIPELINES RT. 29.7' & 32.3' 682+13 FOREIGN PIPELINES RT. 31.1' & 33.2' 682+13 682+37 PI 01°20'51" LT. NATURAL GROUND u \ _ a a }�. •t 3.€ `"'.x� :v .E" I- ,[+- S.3]i. !" .r,.µ5 �,.r, i.,'q xi«'a' .. .. .. • ii• '. ��.: z+: 1., �p"s` f �� -�'+��, tai � �' / •.� '4 . *' . .}.It r. d k ` ' t•r _ r ► m r ti F. •.: r �r g �� ::.;e ;. 'N 9, .g�ere _ tf ► ... r. � ' -' f � �� . `°:-•. • _; A,.., _ ,: .°S.' - Jj.i ': °,.e .. r#"s'::;.,�. em• . :-xx.,, .• �'._' ;" ¢" : CSS .:t".-.` = ,f.;:nsx P'?. : r.;. •;' :'b ' :` ....' .; 2' ....' •:;; . a r �`..,:::•* 'S' r •.: ,r ? \ \ \ \ \ \ \ \ \ \ \ W o 0 687+01 CL ROAD RT. 143.0' 688+10 FOREIGN PIPELINES RT. 29.2' & 31.3' 688+19 PI 11°55'05" LT. 689 +77 PI 37°06'06" RT. 689+97 FOREIGN PIPELINES RT. 27.1' & 29.2' 691+47 PI 36°21'50" RT. 691+64 FOREIGN PIPELINES RT. 24.5' & 27.2' 693+74 PI 11°17'33" LT. N 691+47 N 693+92 CL ROAD RT. 78.3' 696+81 CL ROAD RT. 71.6' 699+74 PI 14°15'49" LT., FOREIGN PIPELINES RT. 29.2' & 31.5' 703+44 PI 45°42'33" LT. 703+44 706+44 FOREIGN PIPELINES RT. 31.1' & 32.9' 706+45 PI 10°12'36" LT. z ..9; ,yam-" .. ,•V a;: � C � I N,5<" ="716+20 Y'. c \ \ \ \ MCI - 707+13 CL ROAD 98.2' 710+19 PI 07°25'30" LT. 711+92 PI 10°35'58" LT. 713+53 PI 05°45'31" RT. 714+65 CL ROAD 110.9' 715+98 FOREIGN PIPELINE RT. 31.8' 716+10 PI 38°24'53" RT. A FOREIGN PIPELINE RT. 28.2' 717+39 PI 08°12'16" RT. V rn - 720+42 FOREIGN PIPELINES RT. 28.6' & 30.4' 720+44 PI 04°16'41" RT. 724+95 FOREIGN PIPELINES RT. 29.8' & 27.3' 725+67 PI 01°23'32" LT. r r .A' 7: a , 0 0 3. .r:'. •> aY'v .:. \ \ \ \ \ 730+21 PI 01°00'59" LT. 7:l • /711 / // / / j j ®716+10 734+75 732+74 PI 04°26'46" RT. .� rr f x r� b 0. �` 732+79 FOREIGN PIPELINES RT. 31.9' & 34.9' 734+62 FOREIGN PIPELINES RT. 32.5' & 35.2' 734+75 PI 34°52'03" RT. ,� ' r ,.'i' ` E :::: ai =.. rr' a ;.• k y �y.c caz:: ? ::" ' �" ' r ,. , ? l..0 '; '. ass 9a „'.z--' y; ib: 'a __ice - K °' : F k^ " y ,r y_. s747+94 � \ \ cgq " `II \ \ 1 03 N o ® 740+64 +. A +. 742+18 740+64 PI 40°51'45" LT. rn A o O 742+23 CL ROAD RT. 10.4' 744+29 PI 28°09'15" LT. 742+58 8 742+58 L.? 744+29 742+58 � 747+54 747+54 ® 747+54 oO 747+65 PI 05°51'18" LT. o 754+62 747+94 N) Ooo 750+62 . `4.4 a �` "' �� a. aA ti"�.b�i •• �, `' �... ': �. `11 1_,..:1 % ` I. \ \ \ 0 - 747+74 CL ROAD 747+81 FOREIGN PIPELINES RT. 22.5' & 24.6' 749+26 PI 03°00'27" RT. o aO +1 o 751+02 ,-? 751+02 FO 750+82 CL ROAD 750+95 FOREIGN PIPELINES RT. 26.3' & 28.9' 751+03 PI 01°58'54" LT. 752+00 752+00 752+00 752+00 "' •'" ' f ` r � t STA. 752+00 ° +�•.''. §V :'' �1 ^ Q l \ `yCiti� ' ' Y i. SHT. EC -9204-D-1108,: a ' r ..r DISCLAIMER SAL ENSCO, INC. MAKES NO GUARANTEE WS SURVEY OR MAP CONTAINS COMPLETE VCLUSIVE SUBSURFACE INFORMATION. ICTOR SHALL CONTACT THE STATE ONE SYSTEM PRIOR TO ANY EXCAVATION. MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. ±� ::; • is y ri. ►7:. ',i:-. ;�- : t- Fre` ° �..s i f •.=. 752+00 STA. 752+00 DWG. NO. EC -9204-D-1107 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.635+00 TO STA.752+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 SCALE IN FEET 1111111111111 REVISIONS 11111111111 co co �I -, o W m T REFERENCE DRAWINGS IN IN AWN-,OCD;18Cn IN IN I, -s -s -s A(n o CJ7AWNsK m BILL OF MATERIALS NOTES DATE EC -STD -702 m o to H O EC -STD -307 EC -STD -301 DRAWING NO. INDUCTION BEND # 123, 361N 40 DEG INDUCTION BEND # 124, 361N 30 DEG INDUCTION BEND # 121, 361N 40 DEG INDUCTION BEND # 122, 361N 35 DEG I INDUCTION BEND # 120, 361N 45 DEG INDUCTION BEND # 117, 361N 35 DEG INDUCTION BEND # 119, 361N 35 DEG INDUCTION BEND # 115, 361N 50 DEG INDUCTION BEND # 116, 361N 55 DEG PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND # 114, 361N 45 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE C o 00)zO - 00 -so "m?v0cr ow wno o _o �= 60(t)850 comoNmc N O r co i �Ncoo�nD 0_ o m (-) - I- n Q 1111111111111 DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN CATHODIC PROTECTION TEST STATION TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE LJ DATE PLOT BY PHOTO BY 0 r 04/17/06 I QTY 11,540 _ 160 ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS X c.z . O T m m O D- 0 o m ,- pm i- zmo < K n >> m < �T. 0 mm w > O z X-0 \-).E1 mi - a3 _ ,-mzm z m�j= K K o co F m>= mm m O Z m �,� o 0 _00a; -i z -1 5 m 5> = ,mD=m,.mmmnzZzmrn ��D�O�z O * -I z o -< m > m m=153 r> D j = _ >D m { m D -‹ . i O o v v I- m -I D o m co =mD=�� 2 -< m 7o m °I TI o-1 -<O z Z -< ' 1 r L v WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER m cin o oo(xi 0 o o 0 0 0 PERMANENT EASEMENT N\\\\\\ I TEMPORARY Y WORKSPACE r��eeeeeee, TEMPORARY -•-•-"-•-•-'• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 752+00 752+00 752+00 752+00 762+00 772+00 782+00 792+00 802+00 812+00 822+00 832+00 842+00 852+00 862+00 STA. 752+00.? �ti: •. 2f ` N • �►-► • i...= • SHT. EC -9204-D-1107 \,.. �.• .r ' `":. �;.,... STA. 752+00:. � _::�;�:: ,.��, ..:� . • � '' ' _ 753+81 PI 01°29'27" LT. + 752 00 • N N 760+00 �0.2 ° O, \ .___ K ' r. •;:��'4 �r�:;��..f;:,,"..?�:'° ��j:. ,�,:. ,� • •.1s� ' V. R.`ar . 'vt ' ;` ; • .:� . -, • 1 w \ � 4-- \ ENCANA OIL & GAS 721.21 753+84 FOREIGN PIPELINES RT. 29.4' & 32.4' 760+00 PI 09°40'03" RT. 760+08 FOREIGN PIPELINES RT. 27.4' & 30.6' 760+26 CL ROAD LT. 5.8' 760+73 FOREIGN PIPELINES RT. 25.8' & 28.8' 760+78 PI 04°34'40" LT. ;: V;�//•.. y"`�^s_•- ... r-,. °r c :f&per P ' i' • ,.- . t:, "- �,. _. ° x r q ..� `' . ; •a { , ,.gym Af.' y. Vi; :^. • . . ?+ r k s.D_ ;�`�• . . w� • yp. ^ fS^' `may ' `.�;' c . v. ) 9� i Ste• it -F:. -;. Y -1' • r"•� ? = - g$ r� :3 '. `�,f C, � r $, r. it ` ^"" .•., ~�t •fir 2 • jA ., j �' ;' i. ,�* ..., •. j y si y N Y t e I ..'�-•_ .. Y r: ;.' •r{ - �. , .,f C u y v r ° r.. C •,, gyp:w ti y - . r ,t y! •.., s -' z". ti ,;N.-,-,74 4 T • : y �r,. _.yT • ti,; '..;,...}}' t, 44.4,:s ,' 'p . r. ;.' r` '' rs .F [, • .�; '• "`��.....• ' Vii: =?� , • , % 'R4• eS: ..1�� - r -- y Y 's,; - " , : :.1:; rs } �. ., r-: ': -, .. _•- II J XI ' % \/ // / 760+08 760+08 O 760+08 O I \ rn - o/ t_ ® R03 762+92 FOREIGN PIPELINES RT. 21.2 & 24.6 762+94 PI 04°36'31" LT. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 760+48 760+48 N 760+78 760+48 O N 769+99 W 769+99 (-3760+78 Cn O 769+99 764+25 PI 08°42'47" LT. 766+25 PI 22°40'33" LT. 767+47 PI 01°42'11" RT. 769+93 PI 11°47'57" LT. 770+07 FOREIGN PIPELINES RT. 25.3' & 28.7' 770+37 PI 09°28'05" RT. /� o ® 770+44 FOREIGN PIPELINES RT. 26.6' & 29.5' 773+24 PI 03°31'18" RT. 770+39 770+39 777+87 770+39 774+53 PI 02°38'50" LT. 774+55 FOREIGN PIPELINES RT. 22.5' & 24.9' 777+87 PI 57°10'59" RT. \ \ i'6 ' 0 G, 787+33 03 �O \ \ \ \ \ \ N\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ;\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ w o o 778+46 PI 16°27'47" LT. 779+63 PI 08°21'07" RT. 781+40 PI 10°17'42" LT. 781+53 FOREIGN PIPELINES RT. 27.3' & 30.4' 787+33 PI 02°36'17" LT. NATURAL GROUND w 801+03.. 787+37 FOREIGN PIPELINES RT. 27.0' & 29.9' 791+67 PI 10°35'22" RT. 794+80 PI 04 38 22 LT. 799+82 FOREIGN PIPELINES RT. 25.1' & 27.4' 799+84 PI 03° 17'38" LT. 801+03 PI 02°26'33" LT. 801+14 801+14 801+14 o -,® R03 801+34 CL ROAD 801+40 FENCE LT. 84.9' 801+71 PI 06°49'02" RT. 801+54 801+54 801+54 802+30 PI 21°30'50" RT. 809+37 CL ROAD RT. 109.6' 814+03 PI 02°38'28" LT., FOREIGN PIPELINES RT. 25.8' & 29.2' 814+09 CL ROAD RT. 118.8' 816+45 PI 00°41'38" LT. o ^' ? 'O 819+44 PI 02°10'14" RT. 819+54 CL ROAD RT. 32.6' 821+15 PI 20°41'02" LT. 823+16 PI 23°22'14" LT. 823+19 FENCE RT. 54.2' 824+00 PI 16°58'57" LT. 827+42 FOREIGN PIPELINES RT. 25.4' & 29.4' 827+44 PI 10°25'13" LT. Cn 0 C rn 829+02 FOREIGN PIPELINES RT. 29.4 & 32.6' 829+04 PI 08°28'44" RT. 829+18 CL ROAD RT. 112.6' 831+65 PI 41°59'47" RT. 831+77 FOREIGN PIPELINES RT. 23.8' & 27.8' 832+63 CL ROAD RT. 85.2' 834+03 PI 36°43'42" LT. 0831+65 A 834+03 ELD COUN ORAl ...,. .-...:::„.:•••...n::,- ..,:. PIPELINEMilift • y.. • 834+08 FOREIGN PIPELINES RT. 23.3' & 26.8' 837+99 PI 04°57'45" LT. CD CI - I 0 838+04 FOREIGN PIPELINES RT. 24.8' & 28.2' 842+18 PI 05°23'13" LT. 842+90 FOREIGN PIPELINE X-ING 842+93 FOREIGN PIPELINE X-ING 842+98 PI 10°23'60" RT. R11 843+06 843+06 0837+44 843+06 R11 o o Oto. 843+26 CL ROAD 843+51 PI 00°49'44" RT. R03 R77 843+46 N rr;I:1 843+46 843+46 --.1 851+43 FOREIGN PIPELINES RT. 23.7' & 26.5' 856+76 FOREIGN PIPELINES RT. 28.3' & 30.3' 857+76 PI 00°41'22" LT. IOU - v -7\N kk.0851+37 1 r, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� w 856+70 856+93 856+93 n 856+93 O oO R03 862+47 PI 02°24'09" RT. 857+33 o J N 857+33 w 857+33 rnO \ / / \ 862+52 FOREIGN PIPELINES RT. 25.3' & 27.2' 863+98 PI 02°43'43" LT. I\ �\ �1 l o 1 \ \ \ \ "' 868+57 PI 00°38'34" RT. 868+64 FOREIGN PIPELINES RT. 27.5' & 29.3' STA. 871+00 871+00 871+00 871+00 871+00 STA. 871+00 =, SHT. EC -9204-D-1109 DISCLAIMER >AL ENSCO, INC. MAKES NO GUARANTEE -'IS SURVEY OR MAP CONTAINS COMPLETE VCLUSIVE SUBSURFACE INFORMATION. CTOR SHALL CONTACT THE STATE ONE >YSTEM PRIOR TO ANY EXCAVATION. , MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. Ay 1 / DWG. NO. EC -9204-D-1108 O MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.752+00 TO STA.871 +00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD I 500 0 500 1000 SCALE IN FEET P REVISIONS 7,, 07J- 7,, m 7:, -1 W m,:, 7"I REFERENCE DRAWINGS 137 137A 135 136 132 134 129 130 __ NNO --4 01 UTA W N -,m BILL OF MATERIALS C h H W� O O rn z Oo �o -v °- H ='n m x m? E v w nm o - o w o n Iwo o n O N W v C N (0 i' N O 0 C m N 8o_ao (- N- o-, o co v a O 0 Z m D E f n O r 0 D 0 0 NOTES DATE EC -STD -702 m 0 6n -I o J OO EC -STD -307 m n in -I o W DRAWING NO. INDUCTION BAND # 137,36 IN 22.5 DEG INDUCTION BAND # 137A,36 IN 22.5 DEG INDUCTION BAND # 135,36 IN 37 DEG INDUCTION BAND # 136,36 IN 22.5 DEG INDUCTION BAND # 132,36 IN 22.5 DEG INDUCTION BAND # 134,36 IN 42 DEG INDUCTION BAND # 129,36 IN 55 DEG INDUCTION BAND # 130,36 IN 22.5 DEG INDUCTION BAND # 125,36 IN 25 DEG INDUCTION BAND # 127,36 IN 22.5 DEG PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE I DESCRIPTION co DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN CATHODIC PROTECTION TEST STATION TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE ENCANA.. DATE PLOT BY PHOTO BY 0 1- c_ 04/17/06 I N 1 O J O O O I QTY ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER m 11 00 00 C31 O 01 O O O O O O OWNER NAME TRACT NUMBER ROW ID RODDAGE 871+00 871+00 871+00 871+00 881+00 891+00 901+00 911+00 921+00 931+00 941+00 951+00 961+00 971+00 ,ti\ - r•p 6 looi f:ia tr�� a r� ° ;;Y _ ;> >•.: :C'F`A ; • 3 . - -{� '' L.I2W�1 11 YS.y�s..y ,,„:„,,,,,,..,,,„e.,..„,: • ...4 .„..,, -_,,,,,,,,„., ,,./ . , ,,,...,444,:,,, • • a N.r ''• i' r' } - _ ,kr • !-.� of .*'0"V:( li' - . /I •f1°.. ,'S, '. F' "gam: y 0. • . .. ...x'." .fin , ' {;�+ai i�� ' ... . �•F.:. k :.3 14'4' ''r s . j.'; ,; e'' w .' ' '. ' ''' ' ' r - ' ' - . f ,3Aii.t. . : 41\ .. • .,,f'. 1, '•• Iy a" ++f•.: .��'`+ri-. �(,' . i7. . ..lit: .. . .. ..,.... ...• .16: .1 : ,.. . .4. . 0,7„/ , ....1k. . . . . . d #,...1.-.„ {ice. +SY. •or .�'�Y 'd a r•'d 872+86 FOREIGN PIPELINES RT. 28.7' & 30.8' 872+86 PI 08°42'32" LT. 871+00 STA. 871+00 \\ \ j\ 879\-)F24 w 879+24 co 879+24 ENCANA OIL & GAS 43.03 873+67 PI 05'35'38" RT. 874+97 FENCE RT. 37.2' 875+30 VALVE RT. 24.6' 875+32 VALVE RT. 29.3' 875+48 FENCE RT. 38.4' 875+37 PI 14°39'40" RT. rn 0 oO 879+64 N 879+64 879+64 ^' oO o \\ \ / \� \� \//\ /› j\ �/ \�\\ 878+10 Z ccoo O N r + 62 876+97 FOREIGN PIPELINES RT. 26.9' & 30.0' 876+85 PI 00°09'27" LT. 880+99 FENCE LT. 10.4 884+72 PI 22°55'42" LT. 891+19 PI 0112'40" LT. 890 897+30 PI 14'28'47" RT. 899+94 CL ROAD 899+41 PI 12°31'57" LT. 900+16 PI 20'32'09" LT. 899+74 899+74 O896+48 N 899+74 ,\ j\ \\ � \j/\� j o o 0 oO 900+87 PI 18'03'15" LT. 902+57 CL ROAD RT. 71.3' 903+27 PI 21'59'25" RT. 900+14 900+14 904+85 900+14 904+85 PI 31°01'49" RT. 8 N 914+05 914+05 -cow - 914+05 905+68 CL ROAD RT. 60.6' 906+31 PI 13°27'25" RT. 908+06 FOREIGN PIPELINE RT. 25.8' & 28.1' 908+24 CL ROAD RT. 66.5' 908+04 PI 15 39 33 LT. • .... T ... '. '' S 909+61 PI 09'37'22" LT. o-1to o � 914+49 R03 R03 ="" - t ..... , rf'•":. v\ > r .. •� . _to 9.. `fi,: �. .... ,�..... _._.-.. • . .- .. ,.r .............. "" ;• '.::- a " ' `' _.. s,;°':.; . c. tia^'- ...... �' . •. p -. ' • 77, 7-. - '' W .. 1 I -': .�', \ \ \ \ \ \ 912+52 CL .9 913+07 PI 10�D 01'29 RT. LT8 914+45 o 927+50 914+45 `- 927+50 oA 914+45 927+50 914+25 CL ROAD 914+49 PI 4614'21" LT. 916+20 PI 09'26'52" LT. 918+14 FOREIGN PIPELINES RT. 17.8' & 20.2' 918+15 CL ROAD LT. 99.4' 921+11 FOREIGN PIPELINES RT. 24.8' & 27.4' 921+17 PI 06'03'02" RT - 924+34 FOREIGN PIPELINES RT. 24.9' & 27.1' 924+37 PI 03°02'07" RT. 925+51 PI 01'56'55" RT - 927+35 FOREIGN PIPELINES RT- 23.5' & 25.9' 927+70 CL ROAD 927+29 PI 07°41'08" RT. p in A Ao 927+90 O '" + 938+40 927+90 W + 938 40 + 937 93_ O 927+90 OO 938+40950 928+66 FOREIGN PIPELINE RT. 24.1' & 26.4' 928+62 PI 18°30'50" RT. 930+24 PI 04°23'26" LT TURAL GROUND 931+44 FOREIGN PIPELINE RT. 24.0' & 25.9' 931+44 PI 00'30'13" LT. 932+94 PI 11°29'08" LT. 934+93 PI 19°21'46" LT. •o A AN o O 937+93 PI 64°00'29" RT. REUBEN GERALD OLDLAND, et al 63.52 R03 .. - R77\ ` �: M'F / � -. / I ‘C) t: / Q� ` . • fR A q a I ° . _ x . " - " ;� ;,- �� YFj \ \ \ \ \ \ \ \ \ \ \ 938+80 oo ^"' 944+88 938+80 w 944+88 938+80 °' (� 944+88 938+18 FORIGN PIPELINE X-ING 938+21 FORIGN PIPELINE X-ING 938+60 CL ROAD 939+43 FENCE 939+49 PI 0217'22 LT ' 942+88 FOREIGN PIPELINE RT 245 0'25" 942+84 PI 031 LT.. o ? - p N - R03 .r. .: .: `".,:�...,;:: `' ,- - - - ';.f - ..... s'� _; "`: ��...' \ .; .. - .... .. '.r:. ...- „ ' ..... - •;�;�'rs ti• -•L .• - -..• R \ \ \ \ \ \ 947+24 PI 07'57'29" LT. 945+28 \ 8 ^> 954+73 945+28 954+73 945+28 954+73 948+20 FOREIGN PIPELINE RT. 25.3' 948+23 PI 07°40'48" RT. 950+41 PI 05'06'31" RT. .• > F = m952+35 0 m - > p v o D � � . � -io'x cn :'r ...:.='::::. e ate' p ff -•..• " ` • � ,y�r ;�;'_-.; :: _. _ \ \ \ \ ENCANA OIL & GAS O O 66.06 952+35 FOREIGN PIPELINE RT. 24.3' 952+40 PI 15'22'39" RT. 953+76 PI 13'19'38" RT. 954+82 954+93 FENCE LT. 12.6' 954+82 PI 61'57'23" LT. R03 tea` o N o _ m 7,D m z' m m<nz-9, -Fr"- oo ;'" :... '�+' r., r°';S \ \ rn 955+13 o V 958+10 955+13 w 958+10 955+13 N oO 958+10 955+16 FENCE RT. 8.8' 958+52 PI 06'55'24" LT. CA z m rs :: :.....9 \ aI cs)o�zo� o a o N R0� o 0 5 D _ \\ wo p 961+00 PI 09°24'15" LT. c m z zz - c D 0 pi CO o ,� 1-o O �' - : <.' '`'` "y - �_... :b . :.:... /71 C/ (7�y • /k� W U? ' \ \ \ _ 958+50 o v N 968+65 958+50 w 968+65 958+50 oO v 968+65 964+96 FENCE 965+27 PI 08°47'28" LT. V O I -Opp- `\ ° 967+25 CL ROAD LT. 48.8' 967+31 PI 01°38'54" LT. O . 1 O CT Z s Po CZ p v ~\� \ \ 0 o a oO 968+85 CL ROAD 969+40 FENCE RT. 19.9' 969+70 CL ROAD LT. 30.7' R03 O •- A. .' \ \ 696+05 696+05 969+05 972+00 972+00 972+00 972+00 972+00 ' M M‹ nnO�C 12C1 srll'ZSTA. o r c- o�o=6-5 o�Z 21'-k n-_ NI 1.1.1(/)O o ri r :Gr bsu `fie;`: =:4' 970+00 DWG. NO. EC -9204-D-1109 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.871+00 TO TO 972+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 1 I SCALE IN FEET Z O REVISIONS 71 -,1 70 O CO 70 -n REFERENCE DRAWINGS AAA N -,O W W6)CPA CON W N-, BILL OF MATERIALS ITEM I DESCRIPTION I QTY NOTES DATE 00 2.1 0 W 0 DRAWING NO. INDUCTION BEND # 140, 36 IN 45 DEG INDUCTION BEND # 141, 36 IN 65 DEG INDUCTION BEND # 142, 36 IN 60 DEG PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND # 138, 36 IN 30 DEG INDUCTION BEND # 139, 36 IN 31 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE C w `< o 0 o - 0 n�=4.mw='C7 " m? 7 v 1 (.4 Q O ^ c)W N j (D m O co _. o -,a w v o_ o O m D 1 o r m D O co DESCRIPTION CATHODIC PROTECTION TEST STATION TYPICAN UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE DATE PLOT BY PHOTO BY P - NA 0 CO O ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS m7ziK-ooi p Cn O m m g zL. m= c m D z N Z Z p m m m n D m m G m� —1 O z g-0�,® —1 n Z mm 7) n o -o -o rn o Z O m m m -o-0 cn C —1 z m C Zcn=-amxmc»mao�aow,r O_i • �, , m�"�" z m r1 W= = _ (n D m = G7 y r m 0= D m m p\ , 0 > G7 c)=,O RZ'I = o z m I I I \ - 00 0 i I1 11 II D O p II O D o m s� m W mm zz Z p Z r �_ ii z- z , r m I I I I n x 1 1 11 I 111 il0 s� zm N D\ �n z Z m rn y/ rn I WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER -oZ ITl cin o c°n CD 0 0 co PERMANENT I EASEMENT \\\\\\\ I TEMPORARY V WORKSPACE TEMPORARY -•*A-••••• USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 972+00 972+00 972+00 972+00 ov. "c}•" : X14 > otio•y' o ,0 OV q N\ LO .V. c., s • :. ':fir." .�_■ >`:. • . _ K c-;•.: .,. = '; .yg 976+52 PI 04'36'13" LT. 970+000 1+00 972+00 982+00 992+00 1002+00 1012+00 1022+00 1032+00 1042+00 1052+00 1062+00 1072+00 -/ ENCANA OIL & GAS 00 C9 594.85 986+30 PI 25'48'36" RT. \ \\/ / /\ / \/ \� \ 990+00 CL CREEK 997+90 PI 02°27'06" LT. R09cn k•: ,,• ¢::' .: • v\ ' *' ar xw . ::::: O \ \ \ 1015+31 A.7 ---) 1015+31 \ 998+52 PI 33°57'30" LT. 1005+55 PI 30°37'13" RT. 1007+19 PI 48°06'56" RT. 1015+17 TOP BANK 1015+71 CL DITCH 1016+32 TOP BANK 1028+92 PI 01°49'55" RT. m k %L 3 , •i � `a ti: _.... a -•:'' te,€gym"; . '. . ;_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ Q O co_e R09" • ,; . , `--•• O N 1016+11 1039+62 1016+11 WO 'CI 1039+62 / ..P.$ �'T'. F. xA. , • ,S . ,7..Jer-, '''. ti .. fir. ‘Vm.. nn• :Ie::. . _-_,,,,r ' 4 _. „fie.:,:fiyr - "'..'?" .r}• ' . . .._,..:, r-. ....,...: , ... ,,,..4.,.:_...•....„.:0:. .,....0, . .... ... ,,N.,,,_,„.-..„,„_•:, ..,,.: ..,4-7.- - , Ar:•;, •„.4, • • .. :'''4.rt.q-r:; i. • 4 ''''.' ''',714C-::-,' '' ...c-- :': : •';' -: •:'- 'i'':e.. '- i • ': f.(.;a, •y S a„' cif 1 .p , .01 1,.: It • , Y 1 e8 A rr' . 1039+59 TOP BANK 1039+82 CL DITCH 1040+03 TOP BANK 1047+32 PI 34°00'37" LT. (T AO N R09 'CI X 1060+15 1040+02 1060+15 1040+02 co 1060+15 1049+45 PI 16°48'44" LT. 1050+99 PI 26°13'02" RT. 1056+88 PI 12°56'21" RT. CD I v O rn 1060+29 PI 11°22'56" RT. 1060+46 CL ROAD 1060+99 CL ROAD 1061+04 CL DITCH 1061+32 LT. 43.6 CL ROAD 1061+85 LT. 43.7 CL ROAD 1062+00 PI 09°40'39" RT. I cn \ \ \ \ \ \ \ \— \ \ \ \ Wo 0 MILEF'OSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. .... �•... " •'...:; s:. f (° :; ry::::: a ::' r ... •.. ;- p : k \ - t I �:' P. XI / . \ ,\ /� /'' / /\\/ r NATURAL GROUND 1062+07 LT. 38.9 FENCE 1064+25 LT. 56.8 CL ROAD 1066+39 LT. 51.7 CL ROAD 1067+97 PI 27°30'2" LT., FENCE 1068+16 LT. 33.8 FENCE 1070+24 PI 04°38'37" LT. o L--\ =� \ \ ,\N, \ \ \ \ \ ,o rn cn o 6 o No O 1072+52 LT. 58.2 CL ROAD 1074+04 LT. 67.1 CL ROAD 1074+06 PI 31°45'5" RT. R03 R77 F 1061+35 o N 1061+35 °J 01074+06 Cy 1061+35 °; O �-' _ _ -• `° ` '.,_ ' \ // \ \/ 1071+89 PI 01°41'11" RT. s' . _....r . DISCLAIMER UNIVERSAL ENSCO, INC. MAKES NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR SHALL CONTACT THE STATE 'ONE , CALL" SYSTEM PRIOR TO ANY EXCAVATION. /. 'PRI._ I V " .m 0.Y. ` A. ' -. ;r 1075+00 1075+00 1075+00 1075+00 REUBEN GERALD OLDLAND, et al 41.52 STA. 1075+00 1075+00 DWG. NO. EC -9204-D-1110 cP/ MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.972+00 TO STA. 1079+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 SCALE IN FEET O z REVISIONS o co -,o W Jo m m I I REFERENCE DRAWINGS Ul 0, V7AW N � I ITEM BILL OF MATERIALS C H a;�O o rn z , O ° ° -‘o cDxm?crvD m 0.) 0 m o o w o D OO O N5 O v ?N O 7 N O 8 -00 c N_. O v o w k< v Q 0 z m C) O D 0 O NOTES DATE EC -STD -404 EC -STD -701 EC -STD -301 o D Z O Z INDUCTION BEND # 145,36 IN 30 DEG PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE PDESCRIPTION CO -<O DESCRIPTION TYPICAL UN -NAMED CREEK CROSSING/DITCH CATHODIC PROTECTION TEST STATION TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE DATE PLOT BY PHOTO BY 0 r 10,260' 240' 1 QTY ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS m .Z7 , . 5 Z m rni C) _ . o p o I m- o N r m5 m n D D fl <, m�cn O Z X-0�® D Z , O m o m m F-o m o-1 z m m C) o Z OD N _000, C/) C Z > V) _ 73 Z) .-O D N 71 m�"_9" D, = c-, y r _<., Om o * D m m \� c) n O m i =o z - m I I I I— s, m C) 0 m CO D g z �� m m m Zz z r �� - m �� m m � � � I 0 _. x 1 1 1 1 0 CO V) �� zm �n �Z _ 1 I . m Z WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER ITl CO cn o cn o 0 0 0 0 PERMANENT I \I EASEMENT \\\\\ y WORKSPACETEMPRARY O TEMPORARY L•- -•-•-•- • USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 1075+00 1075+00 1075+00 1075+00 1079+00 1089+00 1099+00 1109+00 1119+00 1129+00 1139+00 1149+00 1159+00 1169+00 1179+00 1189+00 STA. 1075+00 1072+14 CL ROAD LT. 58.1' 1069+64 CL ROAD LT. 139.8' 1070+23 PI 04°38'37" LT. 1075+00 REUBEN GERALD OLDLAND, et al r, co co 265.64 _ Wcn \ \ \ \ \ \-1 1071+89 PI 01°41'11" RT. 1074+05 PI 31°45'05" RT. 1074+37 FENCE LT. 86.1' 1075+70 PI 17°01'33" RT, 1076+36 CL ROAD LT, 32.5' 1078+78 CL ROAD LT. 31.6' 1082+49 CL ROAD LT. 16.7' 1086+12 CL ROAD LT. 13.8' 1086+98 FENCE LT. 43.0' 1090+71 CL ROAD LT. 31.9' 1091+07 PI 19°57'01" RT. W0. 1095+92 01084+22 °' cn \ \ \ , \ \ /\ / / / o N 1096+12 1106+51` ., C0 1092+83 CL ROAD LT. 23.7' 1095+10 PI 06°55'01" RT. \ \ \ X \ \ \ \ \ \ \ \A \ \ \ \ , , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ x\ \ \ \ \ \ \ \ \ \ \ ,\ \ \ \ \ \ \1 \ \ \ \\ \ \ \ I W N O O 1117+94 w 1117+94 V 1117+94 1095+94 CL ROAD LT. 27.0' 1096+11 FENCE LT. 37.5' 1096+34 PI 46°32'11" LT. 1097+10 CL ROAD LT. 27.8' 1 101+ 6 5 CL ROAD LT. 29.8' 1 101 +99 PI 24°59'24" RT. 1103+62 CL ROAD LT. 39.6' 1103+75 PI 15°48'48" RT. rn o oO 1 1 07+97 CL ROAD\ 1109+21 CL ROAD\ 1109+60 PI 12°48'44" RT. GARFI ELD C0• 'F° ,, C r-�v �; ,' .„.. _.. ::,;,,,„........,,.....„..,. ,..:, -;,:.....,„ .:.,„, ...,...„...!•:••:,_•... :..........,...:;.•, . ..., ) ....,.,...:. ,,..„,,..,,,.....„.:.•,,.,:„......„,..:,„,. „,,,,,•••••,..,,,,-„:„,•,,,• ::•.„• •••• ..-••••,,,:•.,,,,•44„.•• .„......•••• • •••,••, •tfie - • • - • . • • ..•••• ., i -... : ""li . i.. m 4...: v' : •,'i y ,s .. - ' a pi' • j` , s ,. a /• E� .,•••,....,•,....,.:7:........N...„,.". ; y� •` ` `:.`�C '• • . ' --' ...(1. ' ••••:.+ '' .i: : •• , , .. . .. .•'. .,..:••• .. : Stix ': ........,..r• :I.,‘..• '' .!•.:,•,!,!,:.j..0::...,.,: -•:i: ,* i tli ;*:. '.:, [ . arm': :rr • • } Y .r...: a 144.0•'113'.•:'.•••••'... ll��44yJ • • • it .•• 41 �; • �.•• ,: -',i ' is 1118+34 1119+18 1118+34 1119+18 rn o O 1119+58 O-- N 1120+10 1119+58 NO 1120+10 1109+69 CL ROAD 1113+59 CL ROAD LT. 33.6' 1118+54 CL ROAD LT. 20.0' 1120+88 CL ROAD LT. 21 1 121+30 PI 13°53'07" LT. so- ..., 0 -_® I\ 1120+50 O N 1120+50 0-) 1150+05 1120+50 N �O EVA CHRISTINE UPHOFF, et al c� M 80.61 1 121+3 9 FENCE LT. 43.0' 1128+33 CL ROAD LT. 39.3' 1138+54 PI 13°44'20" RT. I NATURAL GROUND GETTY OIL CO. co LC) co 201.33 cn 1150+14 1150+25 1150+14 1139+98 CL DITCH 1 141 +50 CL ROAD LT. 32.2' 1 141 +82 PI 18°27'37" LT. © 00 1150+54 1150+54 W 1159+73 1150+54 1144+96 FENCE LT. 31.0' 1145+31 PI 03°32'45" LT. 1149+56 TOP BANK 1149+79 CL DITCH 1 150+07 TOP BANK 1150+27 PI 51°32'27" LT. 1160+24 01160+44 m 1 150+55 FENCE LT. 46.6' 1152+11 PI 36°38'07" RT. 1160+33 FENCE RT. 1162+57 PI 02°15'21" LT. W 1170+89 01162+28 m MCI 6 01 A 1162+72 TOP BANK 1162+96 CL ROAD LT. 29.2' 1162+91 CL DITCH 163+13 TOP BANK 1165+68 PI 06°37'24" LT, v 1173+30 �O MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. -r: r^rte ,_.:'$ . s�'�r .. •- `"' r ..j` �. � � ';+`�a '. ref:`+ � , .-z ,�� -.: 4 _ y Fn ~ h - ham... _ s is ,i >'` EVA CHRISTINE UPHOFF, et al o 0 co 113.03 I \ \\ \ \ \ \ o - .....j� I Z 1 1 67+ 60 CL ROAD LT. 41.1' 1169+76 FENCE RT. 34.2' 2025.9' 1 170+81 FENCE RT. / / jk \ 1176+02 PI 18°04'22" RT, oe I \ �. cn c0 \ \ \ \ \ 1176+46 FENCE RT, 1179+00 PI 07°17'00" RT, Xi DISCLAIMER UNIVERSAL ENSCO, INC. MAKES NO GUARANTEE THAT THIS SURVEY OR MAP CONTAINS COMPLETE OR CONCLUSIVE SUBSURFACE INFORMATION. CONTRACTOR SHALL CONTACT THE STATE "ONE CALL" SYSTEM PRIOR TO ANY EXCAVATION. 4 • n r• � 4 . ms's. = Y •..^; • s2o� os ,rte. y _ ...0 . y 1194+00 1194+00 1194+00 1194+00 STA. 1184+00 DWG. NO. EC -9204-D-1111 O REV. MAINLINE—ALIGNMENT SHEET CONSTRUCTION STA.1079+00 TO STA.1194+00 ENCANA.. APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 SCALE IN FEET Z 0 REVISIONS J v o CO o W m mA REFERENCE DRAWINGS 149 147 148 O) W CD A W N ITEM BILL OF MATERIALS C rn,O H co o 0 rn z p2-0 H D7D m ?CrCO Wn mo o wo�, o 5 nON-s O W fl- .. -O (.0N 0 12. i N ; -O o ° - c o CZ V `< v Q o z m D.. r 0 r O > W O 0 NOTES DATE ENT -STD -701 EC -STD -404 EC -STD -301 DRAWING NO. INDUCTION BEND #149, 36 IN 35 DEG INDUCTION BEND #147, 36 IN 45 DEG INDUCTION BEND #148, 36 IN 50 DEG PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND #146, 36 IN 32 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE w DESCRIPTION CATHODIC PROTECTION TEST STATION TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT I DRAWING TITLE DATE PLOT BY PHOTO BY o r ��_, _,�wH 0 0-< ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER ITI Z1 mxK-o0= POpD�DO "D��=N N z m Z Z o m m m HI4.Z\7 -I 9, Z -0 -on Pxo� �Z Z. VI m m 4 V) c Z *u)_ �Z_7 . 33m��,-c,DODo,zzzmrn m ��=��Am��Z��c = _ v m D m 0 D r = Iiij 1 I A -ri0�m00� 0 D Z Zm 'ill I m x m 0 �' D= (7 I I I co (I). �\ D - O ZmDO 1 � n y/ WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER PERMANENT EASEMENT 1\\\\\\\ I TEMPORARY WORKSPACE •��••••••• TEMPORARY - - - USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 1194+00 1194+00 1194+00 1194+00 1204+00 1214+00 1224+00 1234+00 1244+00 1254+00 1264+00 1274+00 1284+00 1294+00 1304+00 1314+00 STA. 1194+00 - ;` 7 : }:.,"•: .. 4 4'�.. 'i�, . • • .., ..:..- ' a= `"`S '.". fes'.. A. 0. • .IF ,,. .►"' 5' 'L a s y e .r•'.2 P e8• ......•-., .yf:.• �xy fi,` L '4 •/'Ali �' • t V Yr�'i3�! ri'' - •F+ ,.• -•:','''.,:A i'.•r.•,a>dr .. L _ rf1�IRY S°,41,...k,- .3.-..$i'•,,.,.:' .,iC (sv'S, ':.. 1 x:i'-�.'..:5►:;F .. tt. is _:.pry, •� .:. , }r F>;• �rY' f C i� -N-....: M1 M1 �i r ti { f [i 3k 1 • n'• 7 .. k.. C rS�• Yui'} r.';'.'''',,',',4. i• • ' a r. :+14.1. r1. ,y+, �: .. �L :r A F,• .g.�Y7 ,- 1 er,• • - _.s �...;,..4:,:,,,"4,1.,� r y.V �y • L i • i i' s � � fir. r ` is i. , tJ •1. ri ".i r; `i '6' 1 l?'e . `'a "• te;'. `• t :K r .ti •i' ••ti. 4..c41);:.12.: .j'' ..P', , ..;. X.:.',%f -. ' , ' '--.4.i..1,... '- '''..‘, . t. N.C'''.*:ii-ji*AN X .� �S Y y •r' `t rfri' :r4:� tst a� z. '�kas.a' t r4 i, 5t 1^-f ` Vit• , ., '•fi:• . • ,.,'• % Ur ' 4 e.rll+i'.:� r?,?i ::::,, -... y� '�i, :i�::-;: ,[AL yFp ¢J.,.' •i. µµpp ::: .,4'4 'fiy. .+�(�'y•�.af3;` rFa'p� ! i`7. 4. . • ii :.st'•' 1r4 J46. t .'''3'r.Y: `` ( 7.� .S j�'..,.1",.........,I...',,,.,..Y.r. ts � r Ji: 1}.. .A Y�. "4t .7 4Y'PT;'.ta :Y ?d,?�•� ' S �';, �1: :..: lriy 6..r$'°f r..t'., •{-y v:. .'" :1• ..e icy Y:•':1.1,.:,.„...,' l ,':r? A 11;.n�. :.,; �,: CHRE t�;� yi . ,;; ^ �: a.,. � ; ; .;' HSTE °' .� ( ° ��' �. ,. " WEST FORK °,,k r R 77 1 #0....!;-':'.' r r` O {,fin• s + ` , - -..§±.i. . '=:,-:,.:-..0-4•'''7' 4; •'.«k CD CD . i' .Nil Wirt '-'s. ,,+.;..i. CV°.. a3 :..` ;.`•':`�, ria'. 07 `::' •-., - %2..,:' L t '.. S'' .'tv1,: LIJ II— ,4'‘. e . S! i:t "k CO ' .y.i' i•:.en �i-''�:'T[''1V• ': hL?. •, • ••F..: % !49r^'4.' t.. a� x : ._ � far..,, _ , I .,g::,is s,;x,l..e; •••,',.,4,„,,,, •,W 1-,.i.."•-•i,...,:,'n. •s,,:':. ,:1 .,l.� :t:` .'.a :'`;s ,....,,..........., -•...7'..r''. + •i�r..;! ..-• .• .. 'sec:. y.a: • g Y. ..........4,,„. � " . . F t r.: r:�p�•.•` F'' • •N• i' _•,M f''^��: '.-t-, :. .. ...,]'f. t(. 'ii..i•.0*,:••. 41 r A• ...yy�� • 1: '!. , :•."^ �t' .' . .' .. `..%,.... v' • A. A: , i;, , '^.. :•.z <� , . ice,. C ..Y :>V y.9.' Y . . '?'•?�' .^.1'.Xs •.;,' SrR. •k:'�1:•:...�' i�C • i: qr• Y�� , r gy�� fi• x,_�„ •r< fir . :ZM - if ...- • 0�y. 2.1,-;&-:--,' ..�vf. I. � aye -;:(�� . �;.,CCCOcccrr 1186+17 PI 19'53'18" LT. 1194+00 1 xxxx+xx 0.2 1196+95 _ Wo U! \ \ \ \�\ \ \ EVA CHRISTINE UPHOFF, et al O N N- N 504.79 1186+78 TOP BANK 1186+92 CL DITCH 1187+04 TOP BANK 1190+41 PI 56'37'19" LT. V) 1197+21 1200+58 oN `,.2 o\ O 1190+72 FENCE 1190+80 FENCE 1194+30 PI 47'24'41 " RT. _ [ _\ � \ �o la, \� \ \ \ \ \ \ \ \ \ \ \ \ \ 1205+85 1205+85 01204+47 1205+85 1194+51 CL ROAD LT. 40.1' 1196+73 PI 05'59'37" RT. ..) /\\ \\\ / \\\ /\ \\ 1206+25 0 80.2 1206+25 1213+07 1206+25 0 oO 1199+84 CL ROAD LT. 15.7' 1202+57 CL ROAD LT. 18.7' 1202+90 PI 65'14'26" RT. 1215+15 1215+15 ^) 1215+15 8 0 44 0 1215+55 o 1215+55 U, 1216+75 1215+55 1217+16 co 1217+16 Ow �\\ 1217+16 1206+58 PI 61'41'15" LT. in o qO 1210+78 PI 62'45'06" LT. 1217+56 O 1218+80 1217+56 W 1218+80 1217+56 AOv 1218+80 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N o o.. 1214+02 PI 42'29'49" RT. o) 0 .,,\04 o O 1219+20 1219+20 1219+20 1214+28 CL ROAD LT. 68.2' 1217+39 CL ROAD LT. 32.2' 1227+84 CL ROAD LT. 82.8' 1228+55 PI 36'37'10" RT. o N CO 01220+95 �' o O O 1229+40 1229+40 01224+19 V 1229+40\ o 6)\ 0 o O 1229+80 1229+80 W 1238+12 1229+80 1231+03 PI 30'37'28" LT. — NATURAL GROUND 1241+20 1233+36 TOP BANK 1233+44 CL DITCH 1233+58 TOP BANK 1233+77 PI 54'17'37" LT. 1243+53 1237+18 PI 55'39'58" RT. 0, 1243+75 1243+94 1237+72 CL ROAD LT. 17.3' 1245+45 CL ROAD LT. 30.7' 1246+79 PI 19'09'45" RT. W O rn 1247+35 1256+61 1248+82 CL ROAD LT. 22.2' 1249+27 PI 21'22'30" LT. N\ 125cri 6+81 W N 1268+11 00 oO 1254+97 CL ROAD LT. 48.9' 1255+18 PI 03'49'18" RT. 1257+78 CL ROAD LT. 46.7' 1257+94 PI 26'48'22" RT. 1262+81 PI 31'36'05" LT. \ j\ \ / / \\ '\ / 1263+22 TOP 1263+64 CL DITCH 1263+89 TOP BANK 1267+01 PI 61'13'08" LT. 1272+98 1270+77 PI 46'37'10" RT. 1273+39 O 1272+68 CL ROAD LT. 48.9' 1275+64 PI 23'04'30" LT. SAGE GROUSE RESTRICTIONS NO ACTIVITY 12/15 - 7/15 cn 1274+06 13\ w U, o fI \ \ \ \ \ '� \ \ \ \ \--I \ \ N 0 O rn ,o cn 1277+97 PI 02'32'47" LT. GETTY OIL Co. r C7 204.30 1279+43 CL ROAD LT. 28.3' 1282+70 FENCE 1283+15 PI 21'21'13" LT. G? 01277+18 A 1280+94 1285+76 CL ROAD LT. 27.0' 1288+39 CL ROAD LT. 24.8' 1288+58 PI 1 1'1 1'27" RT. 1 C v O O r 1293+28 CL ROAD LT. 22.8' 1293+46 PI 3652'14" RT. O303+63 1305+25 1294+82 FOREIGN PIPELINE X-ING 1295+08 PI 84°04'41" RT. O6) 1297+21 FOREIGN PIPELINE RT.24.8' 1297+23 PI 05'51'10" RT. 1311+00 433+00 1311+00 1311+00 7:1 M‹ ` Q C , 1-0 DISCLAIMER RSAL ENSCO, INC. MAKES NO GUA THIS SURVEY OR MAP CONTAINS ONCLUSIVE SUBSURFACE INFORMAT ?ACTOR SHALL CONTACT THE STATE SYSTEM PRIOR TO ANY EXCAVATIC MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. i9 00o x., i4,.;�,- �, ,!� ieet' STA. 1301+00 DWG. NO. EC -9204-D-1112 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.1194+00 TO STA.1311 +00 ��. APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 SCALE IN FEET Z o-.I REVISIONS m CO m —1 - A -, m m REFERENCE DRAWINGS BILL OF MATERIALS ITEM I DESCRIPTION I QTY C H W `G o G 0-) p o w —owK° o 00(1')80 o 0 p N . N C (t) CO '' N o v ((D w -,1 Q 0O Z IT1 r ' n O O NOTES OOm O W TI �� W N�I W O) W CS) A 6) O) W N-,O(O W W U) U) CO ) U) -�I CJ7 U) W U) U) NCO W 01 (r A W N -, DATE EC -STD -702 m (_) to -1 o V o EC -STD -307 EC -STD -404 m (_) to -1 o W 0 DRAWING NO. INDUCTION BEND #168, 36 IN 85 DEG (INDUCTION BEND #167, 36 IN 38 DEG INDUCTION BEND #164, 36 IN 65 DEG INDUCTION BEND #166 36 IN 45 DEG INDUCTION BEND #162, 36 IN 30 DEG INDUCTION BEND #163, 36 IN 30 DEG INDUCTION BEND #160, 36 IN 55 DEG INDUCTION BEND #161, 36 IN 55 DEG INDUCTION BEND #158, 36 IN 35 DEG INDUCTION BEND #159, 36 IN 31 DEG INDUCTION BEND #155, 36 IN 65 DEG INDUCTION BEND #157 36 IN 45 DEG (INDUCTION BEND #153, 36 IN 65 DEG INDUCTION BEND #151 36 IN 45 DEG INDUCTION BEND #152, 36 IN 65 DEG PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB INDUCTION BEND #150, 36 IN 55 DEG PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE W DESCRIPTION PIPELINE CROSSING CATHODIC PROTECTION TEST STATION AT FOREIGN CATHODIC PROTECTION TEST STATION TYPICAL FOREIGN PIPELINE CROSSING TYPICAL UN -NAMED CREEK /DITCH CROSSING TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE ,k ^ `J DATE PLOT BY PHOTO BY r L 0 bi O 0 ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER REF. DRAWINGS XOD N O Z Z m DO m Z m = . i- E rPrl m m c7 < K_1 m n D O Z —00 Z K U m r O m W m K v m Z jOOO, O z O —_ , • z, m xi `� m m �r�Tt _ 2 m= N m _ D 1 - O> m 2 * m m\� D mm G) O O = o z m I � I I > r O O -0 O>Om00p- W Z c� 0 L.7., Mm ON ZD= rT Z �� m m I I X I I I I �� Zm Dn _,73 Z I\ I I I 1 nrn 0 1 11 WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER fl w m ' Q Q Q CD CD CD PERMANENT I EASEMENT TEMPORARY 1\\\\\\\I WORKSPACE ��ir" TEMPORARY 'a.aa." USE AREA (TUA) Note: IRREGULAR SHAPED TUA'S MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 1311+00 1311+00 1311+00 1311+00 1311+00 1321+00 1331+00 1341+00 1351+00 1360+00 1371+00 1381+00 1391+00 140 1302+97 FOREIGN PIPELINE RT. 27.6' 1302+97 PI 00°42'17" LT. 1311+00 SAGE GROUSE RESTRICTIONS NO ACTIVITY - 12/15 - 7/15 o N 1316+75 WO GETTY OIL COMPANY N O CO N CO 108.61 N0, O 1 // / / / / .4 �w� /O % --1 1308+20 PI 04°10'48" LT. STA. 1311+00 1318+38 1318+38 0 318+38 L % 1308+33 EDGE OF ROAD 1308+53 EDGE OF ROAD 1308+81 VALVE, MLV # 2 1309+68 FOREIGN PIPELINE RT. 23.2' 1309+77 PI 01°23'40" RT. cn I I-4 - N O I / % / / ' /// / / % % / R03 o318+98 .ED R77 °'/ R91 1310+13 FENCE RT. 48.6 1310+20 FOREIGN PIPELINE RT. 22.7' 1310+30 PI 29°27'20" RT. �^ N 01320+4 o 1319+18 1319+18 319+18 1316+94 PI 20°47'34" LT. / / / / / / / / / / / / / / / / / / / / / // / / / / ///1330+97 /1331+04 // / / / / / / / 1325+81 FOREIGN PIPELINE RT. 24.8' 1325+91 FENCE RT. 56.9' 1330+71 FENCE RT. 53.0' FOREIGN PIPELINE RT. 24.3' PI 19°57'22" RT. EXXON COOPERATION (D co (O 348.63 II illiti...4..'4.• ' ..,...' ...., ' ..1!. 0, `..t. .;...4-----... • -•-, • ....- - • • . .•':. K.'," .a as-: :'..- .•� :. _ ,.. 2 z it a.p 4 , EX�I`6,a'`"'PORATION PROPOSED _' �. . A° :Ate 1111100 :,_. • k..1-.- - EXISTING TRANS ' 1340+13 FENCE RT. 53.9' 1340+14 FOREIGN PIPELINE RT. 25.8' 1346+02 PI 31°42'27" LT. _7 01 0 1 1_,../ 01 - i__/ N) 0- I / / / / / / / // / / / / / / ' % I01 04 1352+94 FOREIGN PIPELINE RT. 27.4' 1352+99 FENCE RT. 55.8 1352+93 PI 00°36'00" LT. / / � / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / i / /711/ / / / // / / / // / / /, ! / / / / // / // / // / / / / / / // / / // / / / / / // / / / / / / i � / / / / / / / / / / % / / , O / % / / O- N co 01356+19) 0 Co O N 1360+01 FENCE RT. 54.6' 1360+02 FOREIGN PIPELINE RT. 26.6' 1369+43 FOREIGN PIPELINE RT. 24.8' 1369+55 FENCE RT. 56.0' 1369+41 PI 06°38'20" LT. -NATURAL GROUND 1371+37 FENCE 1371+37 PI 00°42'16" RT. 1372+00 EDGE OF WATER 1373+18 EDGE OF WATER 1376+83 FOREIGN PIPELINE RT. 22.9' 1376+91 PI 1759'25" RT. MO 1382+15 FOREIGN PIPELINE RT. 25.9' 1382+19 PI 05°28'34" RT. BLM (7) N 257.91 1386+54 FOREIGN PIPELINE RT. 25.2' 1386+50 PI 06°39'25" RT. CD I C) CN rn r/ Z 1389+65 FENCE RT. 1395+07 FOREIGN PIPELINE RT. 24.6' 1395+06 PI 04°28'04" LT. 1404+75 PI 12°17'52" LT. 1+00 1411+00 1421+00 ii< • \� �/ 1413+56 FOREIGN PIPELINE RT. 27.1' 1413+59 FENCE RT. 56.5 1413+54 PI 03°00'00" RT. nn0-1C rO-Z r-----ip ~ `^ A ' ..,,.. . '. I DISCLAIMER >AL ENSCO, INC. MAKES NO GUARANTEE I/S SURVEY OR MAP CONTAINS COMPLETE ICLUSIVE SUBSURFACE INFORMATION. CTOR SHALL CONTACT THE STATE 'ONE YSTEM PRIOR TO ANY EXCAVATION. MILEPOSTS ARE FOR GRAPHIC PURPOSES AND REFERENCE ENVIRONMENTAL MITIGATION/RECLAMATION BAND MILEPOSTS HAVE NO CORRELATION TO ACTUAL SURVEY STATION NUMBERS. ?;!. ' STA. 1429+00 SHT. D -9204-D-111 4 v. ..; STA. 1419+00 1429+00 1429+00 1429+00 1429+00 DWG. NO. EC -9204-D-1113 ( 0 REV. MAINLINE -ALIGNMENT SHEET CONSTRUCTION STA.1311 +00 TO STA.1429+00 APPROVED CHECKED BY DRAWN BY ENGINEERING RECORD 500 0 500 1000 1 SCALE IN FEET REVISIONS 0 V o W m TI REFERENCE DRAWINGS _._,_. ---1--.16) -sOCO CI)CIi AWN - -,M BILL OF MATERIALS _C -- (3)':-Z. O� / W � O VJ W Z ' 1l O Q O CD X o C7 .. _ cr)O W C) ,--F co W O W O O O 'O O W Q .--r im�A CO — - 0 5• N N 00 N CO O W co00 C O vO0 ,< O CO Jp o Zm<OWmOmZ�m<ZICm0DZJ<GmA-1 D.ZO).Z0)m(W/l50Sr�r pAm-0O 131m m r0- rm Z Orc1W mO0-m x -I-m1 W W Wm Z) ) 0013 or D- n.Oz\DWD1CF, ZCmNw2CDZm00rNC,0 DAZOMroD*ODmOmZ0M OCf3T1 .'cmlO9OZ91 m900W9�mD'-)�T1 nWlEOf1*lo rZ1 DG-.Zm7 �WWvI?mm �m1y �xjz OA 10�rnOOmlOmm-iz zI Ocnv?O C)��D 003 OrZWmD5cm7 rrZo0Z0> 0 x WDm:ZCNWmoro �W AD 0- uim ZmDm-�rZZmOro��GGzi DCWi7�G)nZ 1m �0 X fmz 0O DE 2m2D zWzm<0 U)-3o>.m WZ ox 1 O Z omD ZN 01 mrpr OWAm m0117v2m0WO9V70*010° m-01)0 :7111 DOWZ;(;) 1001o<x10T.O4x�D;<ZZO�LOocil O �1) -�Z13 M*22Z G)A�)a DD x7A Zor 030 O�ZcO<m�0 z�rZmZ>MaAmo(Z0/)Z1mv.. WD r m m r m W� 3 m o z- 0 o O o O 0 Om0 N1G)m 1G)D�OOZmO 0f3�nrIZ��fm�*n1v0fT1 `L Gom m')Z OpC �K m m > -Km0v DNm1�D0ZD�� VIWS�D 3m�DO(mniP10 WO W0 W -, 1 1mm Zl 01-0 *oa0D1° mmw Wz OmWmmm mm(7) D D 23 �c Z00DZ� D0r12Z0C�ZmmZ Gmp rZ mm A z m m -z _ o r omc mom* m W ox p m mm<x0 mzcn� �pcn�� In D o m I.). r Z Z Z -m m01 ND m0 Dm N 17� 0CZo �7 W I W= zwOOm� n CxmpZ�1WW171n zO:D-,Z<m mODOv 003 I N m-30 <oz -I31o110Z 1 0m NA Z- l7 Z m D x A �c0�o <f*lm W l J z W W o o;Or1D 00Cmm o 0^W 0 W e, co m D -,ZD3N 3m ZmWAvm�mDDA mM>-4jr WZ m�<W O0 c RW W�aOT.G)m W3 m�+'I z0 D 1 WC) Z i- m A mm2 ZOO (Z/1r ZD)�W�Or-a �,mj�O�DZ<x CHOW G)1 W com Z m W r1:1503-„„) mm1 1G) m W > O c 0 m r0 z<--0->-1> z 1- m m 3 o>5 0 Z Z 0 ,'m)f,mjn ZDz 2r9. ,m*?.,m 1 Z 00m �?O)W 0?{,l-1m m `2-W m ommCD)z- GZ)Z o O �O.-.m- mO0� WD -1 W�mm !!;mi!!!! 0 W W op�z(0/1 FT!!! x�.W..W��AWZ0)mQ mA Wm fFF.-1m= co• Zv0� �omn r r O ZmWO 0W . Cox2 m O m < mM 1 Amo 0CmO0 pmr rm< Wp c D m Z m m 0 Om2))r xm-ol f0Km r3nWo 2m1 mrDW m� <m z o WOmm� DO�ZvCm oma 000 nWz o �Z m o A Z ZZCO Z mm Z 0 G) 1 Z :(1 Nm `2o �D<mOp�W 1(/)0-o no, W 0 z C) � m u) O z• Aon AOmv2DNm m0�� vm�3rl DOmm - Z Wx o A m C Zl O \0—<0• I m W0m zzor m 1 D <` v0 zDfTl W W D W 0000 0 0 o n m W 2 A-0mW- , z.0 x. m 1cr< o-1 D 0 A 0 0 0 Om o -1m1 0 0 z m mm�A 0 O m z, 0 m ) D 0 m < 2 0 �'I z v1 Z m -1c) q 0 Z m A m m0 Oz W 0 z co NOTES DATE EC -9204-D-1502 ITI JO EC -STD -301 DRAWING NO. INDUCTION BEND #171, 36 IN 32 DEG INDUCTION BEND, OVERBEND #169, 36 IN 22.5 DEG INDUCTION BEND #170, 36 IN 30 DEG PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE/ARB MLV ASSEMBLY, 36 IN - MLV # 2 I PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE/ARB PIPE, 36 IN OD X 0.761" W.T. GR X -70, FBE PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE/ARB I PIPE, 36 IN OD X 0.635" W.T. GR X -70, FBE DESCRIPTION PIPE, 36 IN OD X 0.529" W.T. GR X -70, FBE SEH W { DESCRIPTION 1 MAINLINE VALVE #2 CATHODIC PROTECTION TEST STATION TYPICAL UNCASED ROAD CROSSING, OPEN CUT DRAWING TITLE DATE PLOT BY PHOTO BY 04/17/06 I QTY 11,720' ENV. CONDITIONS MATERIAL DETAIL PROFILE SLOPE/TRENCH BREAKER IREF. DRAWINGS m,m x N o Z zm 0 m O_ * O D- D O m o z m = Z Z o m m m n D m_, m D O Z g-0\-,®\ , z K ° -0 -0O xi m z m m K , z m O 0 (ten _\\a to c z *(n=-a.Z7.Z7 `� ' m m = 0 = m= N D m` 7 = G7 D r Om = D m fZ �� D c) F 0 m< D m i I - I TI0-oTIW--00(nr D 7) D O O 71 °° z C 'III D O m 00 0� mZ ZZ Zm m m �N �� r . ,in z �� Z Z I I I R1 Ill WORKROOM ALIGNMENT TRACT OTHER RESTRICTIONS CLASS LOCATION/ DESIGN FACTOR HYDRO TEST SEC. MIN. COVER CO CD CD CD CD O cn O CD O PERMANENT EASEMENT r\\\\\\\ TEMPORARY Y WORKSPACE �� TEMPORARY ��44444-• USE AREA (TUA) Note: IRREGULAR SHAPED TUNS MAY NOT BE SHOWN VISUALLY CORRECT IN THIS BAND OWNER NAME TRACT NUMBER ROW ID RODDAGE 1429+00 1429+00 1429+00 1429+00 1439+00 1449+00 1459+00 1469+00 1479+00 1489+00 1499+00 1509+00 1519+00 1529+00 1539+00 1549+00 STA. 1429+00 SHT' EC -920 STA. 't. • .. is . i J "i j 1 4-p_111 429:filo = _.. -"• 1424+11 PI 00°44'13" LT. 1429+00 SAGE GROUSE RESTRICTIONS NO ACTIVITY - 12/15 - 7/15 Ov N 1463+25 w 1463+25 ON U 1463+25 \ \ BLM Lf 672.73 al O \ \ \ N N N \ W - \ Av \ \ •N FOREIGN PIPELINE RT. 27.7' 1424+12 FENCE RT. 57.5' 1438+44 FOREIGN PIPELINE RT. 24.8' 1438+45 FENCE RT. 54.9' 1438+46 PI 00°1 6'22" RT. UK _ 1 re J'• �F. :'.V..'�s ' ��, .• x�"°3:.::9r'�,i'. •Y• °fir. •-&r-} F" F •y�r•-�wmaW�j�y/Lt.p''.� . * ;s�< . :.:' s :: �E..� .. `�: i4' •"$'fir £,' �: :.i J�' a`�!•. ,. .. ]_:'^.:i %\ f . { •4�-. . �. c �.'r,' AWS;.,. { • • - N N N \ N N N N N \ I \ \ N \ \ \N \ \ \ \ \ \ \ \ \ N \ \N N \ \N N N \ \ \ \ \ N \ N \ \ \ \ \ \ \ \ 1442+45 FENCE RT. 19.1' 1443+55 PI 0258'27" LT. 1443+56 FOREIGN PIPELINE RT. 25.9' 1453+16 FOREIGN PIPELINE RT. 25.0' 1453+21 CL ROAD 1453+26 PI 03°24'06" LT. IN o oO R03 1454+99 CL ROAD RT. 11.7' R77 1463+65 oG 1476+05 1463+65 1476+05 1463+65 o \ 1476+05 R11 PIPELINE 1462+88 FOREIGN PE INE RT. 25.0' 1457+81 CL ROAD 1467+26 FOREIGN PIPELINE RT. 25.1' 1467+27 CL ROAD RT. 6.4' 1467+28 PI 00°27'52" RT. R78 04. ooO R03 1476+45 1476+45 1476+45 4PI 1 1469+34 CL ROAD RT. 36.3' 1469+36 FOREIGN PIPELINE RT. 24.1' 1471+18 CL ROAD RT. 19.2' 1473+15 CL ROAD RT. 30.0' RT. R11 R781519+80w 1/0.72 V �,\ 1475+34 FENCE02'15" FENCE 1475+90 P1 162414" LT. 1520+20 1494+40 1494+40 1494+40 1482+18 FOREIGN PIPELINE RT. 24.2' 1482+20 CL ROAD RT. 30.6' 1483+77 PI 00°48'35" LT. 1483+81 FOREIGN PIPELINE RT. 24.7' 1484+18 CL ROAD 1485+65 CL ROAD RT. 31.4' 1485+68 PI 00°34'45" LT. 0R03 x SAGE GROUSE RESTRICTIONS X NO ACTIVITY - 12/15 - 1/1 AND 3/1 - 7/15 x - NATURAL GROUND 1494+80 N 1497+78 1494+80 �O 1497+78 - ;.▪ i,c r • ';�e A D •. , ;