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Home My WebLink About08- Alignment Sheets 20-36FILE NAME: jld\\J:\Data\8393GGF\dwg\8393R0UING_JLD_REROUTE 2.dwg 04 AUG i': ENVIRONMENTAL WETLAND/WATERBODY UNNAMED DRAINAGES UNNAMED DRAINAGE UNNAMED DRAINAGES UNNAMED DRAINAGE UNNAMED DRAINAGE UNNAMED DRAINAGE COE-86 8 COE-87 COE-88 COE-89 8 COE-90 COE-91 COE-93 COE-94 FHOJEU l I I I Lt: ENTERPRISE PRODUCTS INC. oF1515 NINTH STREETW EP 1116" PIPELINE 11 A= E'VO//!/EEfi'S ROCK SPR/NGS, WY 82901 ii:nuovRS PHONE 307) 362 7519 SECTION 3, T9S, R104W &SECTION 27, 34, T8S, R104W /'QIFQX 0307) 362-7569 362 - MESA COUNTY, COLORADO (S / /�h//p.//www./fc-wyo.com Copyright Q by SC., Reproduction or other use of this drawing is prohibited unless authorized by JFC. Q°• CROSSING METHOD OPEN -CUT OPEN -CUT OPEN -CUT OPEN -CUT OPEN -CUT OPEN -CUT Goo) in,pnnon Menem Shale MONITORING REQUIRED — of BIOLOGICAL CONSTRAINTS Long -Eared Owl i3115 • 8115) Long Eared Owl (3115.8/15) GEO-HAZARDS SITE-SPECIFIC PLAN SEED MIX ez w K SECTION 3 BLM (8,086.31 L.F.) 2685-153-00-914 SECTION 34 BLM (5,898.83 L.F.) 2431-281-00-914 SECTION 27 BLM (5,466.24 L.F.) 2431-281-00-914 w LU UJ w ,-I Li w w 3 W PT # DEFL. ANGLE LT/RT a in Nv _o -"I -L`I aD o_ o aN n Ni in N 0D `d Ni M to N O o) M M d- N Lo N In O O V PI 288 24°25'21 " LT • "I.4 N `° Ni `0 _ � in N o o 10 Iv N^ Ni In N d' Ni N N N In a N Ni N O Mr.,Ni PI 289 17'14'33" RT H N to o) :- d' °� in r.,o in b) �- b ND ro h r ° ^ N) N N) 0) M V N c0 N N N d' PI 290 40°44'32" RT Z z z z z Z Z Z Z Z Z Z Z Z Z Z Z Z Z PI 291 17'27'00" LT Z• • • • • • • • • • • • • • • • • • Li PI 292 6'06'19" RT PI 293 26°11"09" RT Y PI 294 11'34'32" RT IIS, O P] In to 07 e a' Lc) ^ O N N Ni _ _ P 295 27°02'34" LT 1(p ry V ^ OI O> 1� ai ^ O 01 01 N '9 d- h O OI O y i N I� a Kir) o a I� ri m �i Ni N n� I o NMS PI 296 45'17'06" RT — 00 03 N 7 O) O 'r ON (.1 N GD a N O 0) UDM 0) a 0 N a• DD .-0'NT + + + + a+ + + +ante+ + + + at + +,+� + + NSI+ PI 297 45'55'17" LT -2l M N Ni co m01 N CO N�m�M CO K) l0 o1Oi `t 00 m r --an co r�nn o g N o0 + GOO, QI 01 b m� .4 - co N ^ NNN+N N N ra H) Ni a l., 4) N m + lb T 03 0 o ,r)r010 O M M O N tF')MM p0a ,70 ID co N. O) E7] O) W O) m10 d) m M 0) 0) n d) N 0) 0 M 0 0 a M n 0 O PI 298 1°46'48" RT m N+ N N + lo' CV + N + N NJIJ NN LU N ++ N N + ail + M N + N N + I;1wM M + + + I� OrD Ww m m r Ni r zNN. z o� a Z o m m aD o m o zz to M a I'D ZZ CO O) O MM b n + n a O, a Oo NN PI 299 1-06'19" LT ,y .. CO J„ O O J QN Q •Q H pQ N Q N Q QWONQ W Q NN Q •Q N W N Q N N •Q Q N wWQ Q r� N] M Q V)<ww H H H aH H H Hao H a H H H a r H H I- 0_ 0_1- I- I- I- as PI 300 43'48'17" LT U �W v) In IJ OI/) IJ U) IJ (/1 V)a0 -•In a IJWtn 41 a co Ncn IJ O IJ O aa� L,1 IJ IJ Baa ce c) m it ca CT mer (9Ca m c� `'' F �" - ca �" oo 0 m ca F r• 00¢ d) o ¢ a N a Ni <}O In 0 V) ¢4 t` CO ¢ 0 ¢ d) a O a N ro a QQ ¢ <t In00 PI 301 41°33'19" RT �Z Z 00) Z Z �WW�d) W �ZZ Z W ZV Z co pct o Z o WWO p Z 2 Z p (l)QWW N N N Sa aN N a4 N Nja N N aa- N N j w N M a M a a EjMc. 4a 4a M •17 �� PI 302 31°47'13 LT O O a O maJ m 00 0 m O 1. J O mm O O O -I mm a a. a a. a a a via. a a a. a. vi a. a a a a via PI 303 1'01'51" LT • -- -. ,.,. ... ..v. `� PI 304 3'22'58" LT q CO PI 305 23°56'37" LT /oOcorCS NO.s1�ncn'nmf - _ Is - at v - N_ Li.) 1 s/ Ovi ' •. 0U U, 0 sr 1 • • ' RIGHT$OF3.97 do5 815'37"W,�ZOoo" ' oh217.62 X 1 I\ 4* � TWAYDETAI STA:3003+24.74 CONSTRUCTION EDGE i x�,C1xOoN • x yr x • {�CON p• x /� x m o<\ N> O Y r.i�- in 7 o 6 1 r ) RIGHT-OF-WAY UNE SURVEY ^U� HON ID )irn-�- N8814'04"E �o+ m �� J�� . ,�q ACCESS�^ 39.3E -f N RIGHT-OF-WAY UNE D =%v'o .. - _ co o a� RIGHT—OF—WAY DETAIL 1:715___-1_to +98 ___77.,:t -- -- .:. F I _ ' -`f ,. •- 7 0 TO STA: :STA:3004+74.23 TO STA3025+00rG/ `_ .. _ N 0- 0 \ _ I 0, J-2 __ f RIGHT-OF-WAY UNE in C SURVEY NI0 -_ Z , _ __ o J • CID U - O '. ar r «U:: . '` - - RIGHT-OF-WAY UNE N L.) r -.C: c .._• Existing Hum co . - Q'. . - 'c4 co to • O cR' """` ,' ♦ ) - CONSTRUCTION EDGE �. /`.^L. 1� M1, � _ - �(� ` —arta '. •,' '76 TAn - . _ \ - 41161r- - ALL - .-.. .. _..ai• G. --w- '- - 4,v...:4... • -Ara:—, _ - -•- .. - ,-,a.---.--.-a ,.- terprise Products ppROONEY ENGINEERING INC. 12201 E. ARAPAHOE RD., #C-10 CENTENNIAL, CO 80112 (303) 792-5911 4890- - - - - - - - - - - - - PROFILE VIEW SCALE: HORZ. 1" = 500' VERT. 1" = 50'-------- 4880 - - _ - 4870- a i1 --- CI,— 1 % f 1 /r-� r1/ 486' 4850- - __ _ _ 4cisaJ _ _ F.) Ln 4840- M N IiiO -�'` - ��-, 00+ O 00 co -1 - _ N $' n D ivN N + vai -� -�_-- - _--- -.� __-�c co M r'� a83o- + �+ ' + •a ZN '�•� W z m _ J _�__ a �- E. N .. W H in cr _ HI 4820 4810- + co m N + - o __ c�"u. 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N m ry a m 0 m 0as as as CO m N m as O a, • 0 ea d N 0 • 0 as ry m 0 • 0 co ,7 P, M 0 �, ,a O ,� ,- m o) N N M O q un •, T m ,- 0 0 • O O• M M b N N N N N N M ,7, M M M as as as as as as as -*, as as m 0, Lb co N M '� H as as N �, M • M'0 as 0 ,� p,M O i M M V a a as as as MN N 1 y IN N • a as co N O s I • N as to b '0 • N as N n N N N • b 4, INo as as - N N n b ,- a '0 o co a u N a s• Imo as as as co n a d n to co n N- n ea la c n • n co J1 o n n "v> ,.) 0, n m , - M LeiO t N as M co 2892+50 2895+00 2897+50 2900+00 2902+50 2905+00 2907+50 2910+00 2912+50 2915+00 2917+50 2920+00 2922+50 2925+00 2927+50 2930+00 2932+50 2935+00 2937+50 2940+00 2942+50 2945+00 2947+50 2950+00 2952+50 2955+00 2957+50 2960+00 2962+50 2965+00 2967+50 2970+00 2972+50 2975+00 2977+50 2980+00 2982+50 2985+00 2987+50 2990+00 2992+50 2995+00 2997+50 3000+00 3002+50 3005+00 3007+50 3010+00 3012+50 3015+00 3017+50 3020+00 3022+50 3025+00 3027+50 3030+00 3( H 0 0 0 0 0 0 0 O O 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 O. Til N co III II Y00 ) + t } 0 U) 0 In p- O 0 ao 0) C) N N N N + + + + 0 in 0 0 N 0) O) 0) N N N N + + + In O In N M M O) 0) ,a J9. N N N + O N + + + + + + + + U) O In O In O U) O U7 u7 O O N N a ,9 .4 a co 1D. a N N N N N N N N + + + U] O U) 00 O 0) 111 a 0 N N N + + + + + t + O U) p In o In O 0 O N N M _co. O O O 0 0 0 M NM M M M 147 M Z Z L Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z L Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 7_ 'LC„,/. ��j��/ 293 \\/\/ a 39 SURVEY I ' II 11 / / TUA-689,96-W 91,900 sgft PIPE DATA PREPARED pa ea J W BY ROONEY ENGINEERING r- �' t O INC. m m + Z m O+ a M J �, m a J0) + W++ C, -J < PO -I W+ a O PO CO J+ W ON M m + ZN N O+ a OO mN J+ wrn wn °U J+ In O mn J „-� o as m O t OM N + Zm N O+ a O mm J+ Lu a JM J+ W a �M W a Z,O + O+ a O m'O J+ W 0 ab a O a+ Om M Z co O+ 3 a O O� m J+ W a a0 M O W cc a0 a 4, Z O+ a oV) mN J+ wM JIG J+ W a JJ J+ W JO, J+ W a PIPE DATA NOTES Di ppL I I W N oro- a 0) KO, N Cr W >d CI- m ®BOR I1I��-af CO N ill N W > r xr Eli� O 0 W > xr N N W > xl- NN co N W > xr N II r 0 N W :nr o5 N K Ind_ ® BOR I<M N VIN w� H CP W co F� N NN ® N >N 4 y O w iosl4- UN GI N W ,n inr a O, N >„pi 0: ad Til N ® OC t�<M V l Li F N W M to N a • ,n N LU W > xr N N ® O 0 I W > )C V, N ® N 1-N N N 1- u) Vl H ® W ul � i9r N a • N N >O K ad sN m ® OC r N N 3i Ell ro 0)mW N a n N ad �u1-i V) OC i=- M V I w� r M W COW • N M M > r xla N N 0 N W > - xla- VI N ® ELL N NO K W > xr V1 N ELL a M VI 1. CP TEST STATIONS TO ALSO BE INSTALLED AT ALL FOREIGN AND ENTERPRISE PIPELINE ALL cs. i - r 7 16” K 0.312"W.T. API SL PSL 2, X-60 6" x 0.500" W.T. API 5L PSL 2, 16" x 0.500" ERW, DRL, w/12-14 MILS FBE X-60. ERW, DRL, w/ 12-14 %-60. ERW, MILS FBE & 40 MILS ARO MILS FBE FOR CROSSING PLAN FOR CROSSING SEE DWG 02757-PIPL-3006 SEE DWG 02757-PIPL-3007 W.T. API 5L PSL 2, DRL, w/ 2-14 & 40 MILS ARO PLAN ® ® 16" x 0-500" X-60, ERW, MILS FOE W.T. AP 5L PSL 2, 16" x 0.500" DRL, w/ 12-14 PSL 2. %-6D. w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FBE w/ 12-14 W.T. API 5L ERW, DRL, MILS FBE W 7 _= i LAND USE / DEPTH OF COVER 3 FTiSEE DWG 02757-PIPL-3006 3 FEET SEE DWG 02757-PIPL-3007 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET SILL OF MATERIALS NOTES REFERENCE DRAWINGS REVISIONS LEGEND PIPE DESCRIPTION (ROONEY ENG) QUANTITY ITEM NOTES: 1. STATIONING IS BASED ON HORIZONTAL DISTANCES. 02757 -PIPE -3006 - PAVED ROAD CROSSING PLAN EXISTING ENTERPRISE II-110Ih 2• ROONEY ENG NEERING. INC. PIPELINES, OR THIRD PARTY SUBSURFACE INC. AND JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FORE GN UnOF 0 - SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE TEMPORARY USE AREA CC SECTION CORNER oi�utI 1 16" X 0.312 W.T. API SL PSL 2, X-60, ERW, DRE, w/12 14 MILS FBE 12,690' :4°1% RES R ON THESE ALICNNENT SHELLS. THE ED WITHOUT LIABILfTY ON THE PART OF ROONEY EGINEERING, INC. OR EPCO, INC. AND JFC THEE SHOWN HEREIN IS 02757 -PIPE -3007 - 1.5 ROAD CROSSING PLAN EXISTING FOREIGN 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 150' NGINE FROM EATION ENGINEERSAND SURVEYORS THEREIN.ONS 3. THE I CONTRACTOR SHALLO BE RESPONSIBLEFOR CONTACTING ES RESULTING THE UTTAH ONE-CALLRRORS OR I ATI 811 OR 800-862-4111 AND THE COLORADO ONE -CALL AT 811. I - EXISTING GROUND as 1 4 CORNER BURIED PIPELINE EXISTING FOREIGN 3 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, ORI, w/12-14 MILS FBE & 40 MILS ARO 160' 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287.810 5. HORIZONTAL DATUM: NAD83 G SECTION LINES 0 SURVEYED PI'S CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION 4 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP 75, WPHY-60 26 CENTERUNE SURVEY ---• — OVERHEAD ELECTRIC • WELL CENTER ® RIGHT-OF-WAY - — - DRAINAGE DITCH -o- POWER POLE BARRED TEE OC OPEN CUT —X— EXISTING FENCE I I I I 1 RAILROAD ISEXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER c_IMPROVED ROAD n GUARD RAIL = . RIGHT-OF-WAY MONUMENT • — C. TWO TRACK ROAD X -- EXISTING FENCE — OWNERSHIP BOUNDARY —1 1 UNNAMED DRAINAGE UNNAMED DRAINAGE UNNAMED DRAINAGES COE-97 COE-98 COE-99 OPEN -CUT OPEN -CUT OPEN -CUT Sect Inaper:oon of Mancos Shale Required Flume FILE NAME: jld\\J:\Data\8393GGF\dwg\8393ROUDNG_JLD_REROUTE 2.dwg 04 AUG i': ENVIRONMENTAL WETLAND/WATERBODY UNNAMED DRAINAGES UNNAMED DRAINAGE UNNAMED DRAINAGE COE-101 COE-104 COE-107 I 1'1-l(JJEC:I I I I LL: ENTERPRISE PRODUCTS INC. c� 1515 NINTH STREET W EP 1116" PIPELINE a l E/VOt4tEiEHS ROCK SPR/NGS, WY 82901 bar" PHONE 307) 362-7519 SECTION 3, 9, 10, 16, T8S, R104W &SECTION 34, T7S, R104W �' MX (307) 362-7569 GARFIELD COUNTY, COLORADO VFC PHONE (3h//p.//www./fc-wyo.com Copyright Q by SC., Reproduction or other use of this droving is prohibited unless authorized by JFC. Qc• , CROSSING METHOD CRY OPEN-CUT DRY OPEN-CUT OPEN-CUT Soot Inspection Slic,e MONITORING REQUIRED of anMS Elk Severe Winter Range (12 •SN) Mule Deer Severe Winter Range (1211 5'1) BIOLOGICAL CONSTRAINTS GEO-HAZARDS SITE-SPECIFIC PLAN SEED MIX fiL z K SECTION 16 BLM (4,125.58 L.F.) 2431-091-00-951 SECTION 9 BLM (1,882.60 L.F.) 2431-091-00-951 SECTION 10 BLM (3,838.92 L.F.) 2431-091-00-951 SECTION 3 BLM (5,220.86 L.F.) 2431-091-00-951 SECTION 34 BLM (5,607.28 L.F.) 2433-102-00-951 PEFLECTION AtLE -0 w w w +I +1 +1 +1 W W w w PT # DEFL. ANGLE LT/RT 3 3 3 m t -eq o0 d D P 7 U3 00 O1 3 3 3 o w w-CO - N I` O N O a O ina U7 I, M 00 CA r N a N PI 327 0'41'41" RT o N .- 00 r r N -10N O 0) i7 03 O .- i7 in Q) N CA ^ 10 in r+) N a O M O N O M O In N co N O N 1D M O PI 328 5°01'10" RT Hz Co I. N N In a r- N M O) - 00 O (b 00 a O PI 329 31°40'35" RT Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z PI 330 30'12'46" RT Z• • • • • • • • • • • • • • • • • • • • • a ILI PI 331 17'49'42" LT PI 332 29'54'14" LT - in PI 333 0'18'36" RT a ad 00 o + M u7. M n +N. a N CO co r- O a + Ing n O DJ O' In M + PI 334 0'26'22" RT I� CO W OJ C'O O OD CO O f` r- N In to (O COCD In D ono via ION co <r 0 c_v�aari o o co o (0 CO ON a o_ a N + If/ T P 335 n 0'27'45 RT to CO TO N N°:1-N: M + +m+ +u+i+' M+ + + + + +�±±+ + + + + + '+ NN ea mm + +N +o +n M + + + P 336 12'39'52" RT -tel Or In �n� Mem Ot. in -4-co OnrnmN O N M In O) NN NN NN O NM N N a co Q lltMln IDM•-pOQID,p (O t0 h N 00 CO al r,)MO) NO ¢ N MM MM MM NN NN Not M NTN CO 'fIN n 4 I- MCOmF-0 N H MnH�O+t- N ��j M N I--N N N N M N NM a N M + H aN+N ") PI 337 9'24'12" RT CO In TI) MIiiM M1;io,+UYM�M M M N M a M M?t;iLir7 o M (n M M M M •o CU ill wlii all M Mo O+ M Iii Li] + Nr7 M M a Z ZQrO CO JZZ ZZ ZZ ZZ Z Z + WJJ Q Q ¢ a P 338 43°44'42" LT �.. . �� 7 m O N N NN O J Q QwQ QwoM-!Qr:)Q Q •¢ M •¢ n Q QdwwQ oQ -i Q •Q d Q ww ww ww Q Qo n Q w w M M J Ma MQ CC Vi H I-aF I-a I- I- I- U) H m H Ha aal- I- I- I- I- I- as as as I- I- H a a I- r PI 339 2'47'51" LT (n �a� v'aol;i�Mw� N Iii M �oaa� ❑� y N 0 6.a a6. aa. (no Li to a a I;i Iii IiiVI Iain o o Lao `� til o 00 00 00 � `� `� t3 0 `� 0 5' co OwOz O O N M zN N7 N z I:i O F,+ww� N �O z t0 w w z_ z_ z CO PI 340 4.21'34" LT W N W tO O UJ O Lau ww LULU _z W O o N NDN M�2_OM-M M. TO M 00 M notSwr7 re M 0 a a a a 0: Cf CC CC �� a a� a U a_a M MOM M M a4 M w M Mx00M - re)- _ M M M M O. 00 00 00 17 0 M 0 0 4Q Ca P 341 7'34'01" RT _I _Dm00<_0M -- , 0 .• 00 _ +_ +-Da_0_ O w Wm61_ - Q +m mm 6100 - 0 m 01 O O Q O_O_ o a a s a 0a a s a a a a a a 0 a a a a a a a 0 a s PI 342 8°38'33" RT ..,. :�' : « 5.`: :',' n., a f { : PI 343 T33'13" LT .' L �.'+ . �a tiN:. A 'a{,.., r =+� y t `w t . e. _ 1 :.eF, .Y=� `� • •..-.�.` PI 344 18'10'11' RT •i1.,\,• • •. M • V .' � _h. - C �f • .� _ - — �. .4!`Ev d PI 345 1'47'53" LT 4. r ';g ';i.•- u ,�'' ?ba- PI 346 0'35'02" LT . _; '+ PI 347 40'31'21' RT ,, • ... PI 348 38°31'22" LT a z w •. '..s RIGHT-OF-WAY DETAIL m . _ -- n p otent(al Flume ,• ,• } O O 1 F , .. + O Rom O heck Dam 5lrawbale STA 3150+00 TO STA: 3192+41.2675+00 STA 3231+69.83 TO STA: 3275+00 6 r o + • • vm METER HOUSE oo d p + IT us X O rN^ N N m N3 N r CO !rte -----F---1cQ_J__ G 1--- i_._ �_ 1 _ M n oo - t� _.. Do =_�`- + i ;tel I .I + O CONSTRUCTION EDGE S O 1 / io op 7 1 _ 13. , . O 5 ' Q/ Ok an � 0 -- 0----- `r� M �� o T ACCCESSto UCTfON - �--�-- c ----� a _-:_i -_ c L.__l c L__ QL RIGHT-OF-WAY UNE CL SURVEY N o �y v(1 - 1�� 00 o ''� ��Y" Ghee Darn Stravduali RIGHT-OF-WAY UNE N —II -1 + - ... .. O k '0 t co N O-0_,___ i 0 1== opCONSTRUCTION : RIGHT-OF-WAY DETAIL ACCESS DI M ToM - iiO +, STA3193+07.52 TO STA: 3231+05.45 z 2 o_-' -O, U N Garfield County Rood 201 -----------� M _ r . _ z on i . O_, �4 - ! w RIGHT-OF-WAY- UNE N L SURVEY in • fes.... \ _ - .Ycs y - - RIGHT-OF-WAY UNE N . F. 07 •- ' 1. •.- .-,- � - • n CONSTRUCTION EDGE VS e„< •, _w _ . - ._ EXISTING BUILDINGS • METER HOUSE: 3157+43 LT-118' terprise Products ppROONEY ENGINEERING INC. 12201 E. ARAPAHOE RD., #C-10 CENTENNIAL, CO 80112 (303) 792-5911 - PROFILE VIEW t+ 5170- ^o SCALE: HORZ. 1" = 500' VERT. 1" = 50' - '-- --------` � n stso - r-- - p< 5150-- M -tl _ �T� M acc 5140 - w - -- - - m 5130- E M + + _-_-".r h -------- a0 ---- n N a DI 5120 - - w - M N ri IMPROVED ROAD: 322c+94 1/4 bURItD FIPE L NE: 3222+631 BURT _D F IPE L NE: 3222+9 URIED FIPELINE: 3224+10 URI _D F IPE NE: 3224+41 PIP UN:: 3'29 55, �a �f• IMPROVEC ROAD: 3238+5E DRAINAGE:3210+181 oNN .� 17) N -- ` _ a 5110' & m - - - - N rnrn w MMO Z - _ ` ��-r+ i _ C' cav ") c`t M ✓ti •• a - H 5100 -�- -�- \ � en 0 ro + ro Z W41 n jJ ex _ ` ) - 4 a Z - 0 _ _1 Q - 0 5090 _!� -��` - -- -. - ,,np+i ` 0O O + M CL ww o W �_�--- ) lit Z D: 5080---�-- l + Was vi a u„_. �. ! I , o 5070- _10- ate" M W --- 6 g; _—_-^ ^moi---- [ a CC = - -- wc2- - - 5050 woz ms© J_ o I _ 5040 _ ---,-----.- 5030 m O) a a co M N m O n M CO n N M CO ,n s ,o 0 N. n M O 0 ,_ O M n n O Co - CO a O CO M O N W m a m N n m m n M CO O N O of m M m m O O ,n M + n O m O) m O O M N n + M O Cr. Cr' O I0 N O coN n ,.°2 co O M 0 0 Cr. T O 01 O O N N m n COCO •O M CO Oi O O O N N M r + M O O N M V N m n M M O O m m N M O m M M O O N N M a, < co M M O O M N W T N a V M O O N M P CO Y N O Q O O M m n n O Q in O O N M n O N O < �n O O M O d y O n to O O N O M O M O to O O O N N O d O M to b O O N m Y m n O ,n O O O h N W M O n tO N O O N ,!) N a N O ,O O O O O O a O O N r0 O O O N m ,C4 - O .O 0 O O O O O n • .- q n b O O N m n ' N '- n n O O O in co. M+ h N r. n O O N in " O M m n 0 O N N < n a O m + O O N m .O O n + co O O O N O. ' O W O) O O O O MM 1 a N O. O O O O ' n p T Of O O h O co M M n O T O- O N O - M h m • < M O+ •- O O N N N L'7. O N ty:- - N M CO0 N N O M O m N M N ^ N h N ,� O N + M N N N ,A N n „) ♦ M N N y h N M M - N n a N ") N N itN ^ N N y N N „) • pa n M N ^ N N - N a M M - y N O y, co; a M M ^ N N N n a M < ,� N ,„,T` • O Y a < N O + N • N 'n u) a ^ N O N O n N N N ^ N N COm 0 O to M ^ N m 0 N O ,o b N N O ,n + b to ^^ h m < O N + n O N N O O + N n N N N Oi ,.,) • m a n n N m N n n m n n ^ N .O n 0 ,(1 3147+50 3150+00 3152+50 3155+00 3157+50 3160+00 3162+50 3165+00 3167+50 3170+00 3172+50 3175+00 3177+50 3180+00 3182+50 3185+00 3187+50 3190+00 3192+50 3195+00 3197+50 3200+00 3202+50 3205+00 3207+50 3210+00 3212+50 3215+00 3217+50 3220+00 3222+50 3225+00 3227+50 3230+00 3232+50 3235+00 3237+50 3240+00 3242+50 3245+00 3247+50 3250+00 3252+50 3255+00 3257+50 3260+00 3262+50 3265+00 3267+50 3270+00 3272+50 3275+00 3277+50 3280+00 3282+50 3285+00 3: O 0 0 O O. 0 0 O O O 0 O O o 0 0 O O O 0 0 0 0 O 0 0 0 0 0 0 0 O O O. O O O O O O O O 0 O O O 0 0 0 0 0 0 0 0 0 O O O N + + + 200 + O u'1 O In + + + + + + + + + + + + + + + + + + + + + + + t + O In O If! O In 0 In 0 In 0 In O In O In 0 In O In O In O If) ILLJIin a n n WZO 75 D D N N co 03 O (P O O N N M M a a nco O O N r DD co r N N N N N N N SQL LV- �]L 1�L LCL_ 1Y SQL LCL �]l a N r }L .--- M M M M _ `-- M M M M M M --M -- _ 4w'T- Pe i4 +n- le-N+---- M M M M M M M M M M M Li 'C) _Z —Z —Z —Z _Z —Z —Z —Z _Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z CZ _Z —Z —Z —Z —Z —Z —Z —Z — Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z —Z _7_ —Z —Z —Z —Z —Z —Z —7_ —Z —Z —Z —Z —Z — Q SURVEY 11 I 11 TIJA-694.64-W 15,000 sqft PIPE DATA PREPARED BY ROONEY ENGINEERING 00 ma ei W+ INC. JN WJM e 0+ ma W 0 Duni r+ O,La 20 Fb a on CO W Out re) m^ J I.1N 0 Om CC 00 + z FO 0 a Om n ON 0 ON + OM z+ CO -I W 0 < On CO O zo C FM a o+ ++ W �o Sa W PIPE DATA NOTES �/ •�`YN` ei y� 1 $W I In U' W M to �- M W H XH m N ® I=� M W CO or N M ® M >M M n> SN v) • OC , ¢I...O Wla- I- L-50• M W Tnr 1n N ED N COO0.- M W co in co a CI 01 �M M O IX It- in OC aN In Wi- 1- CIO L=50' La �M M O 1uul co OC O CC Z� L=50' P+ M +r S L-50' N ~CC M X,d- N N • W N >M M O -2 + ® OC11) �N 6- W F- L=50' (iN „) or + aur ELL N ISN M mr M C < M + 1. CP TEST STATIONS TO ALSO BE INSTALLED AT ALL FOREIGN AND ENTERPRISE PIPELINE CROSSINGS. �4g H �•JI ` 1r1 ' Ii 16" X 0.312"WT. API 5L PSL 2, X-60, 16" x 0.500" ERW, DRL, w/12-14 MILS FBE PSL 2, X-60, w/ 12-14 Pr W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FOE w/ 12-14 00' SPA 150' W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FBE w/ 12-14 W.T. API 5L 16" x 0.500" W.T. API 5L 16" x 0.500" ERW. DRL, PSL 2, X-60, ERW, DRL, PSL 2, X-60, MILS FOE w/ 12-14 MILS FBE w/ 12-14 W.T. API 5L ERW, DRL, MILS FOE W WWW S r egg S 31IN m 3162+50 TOA3 64+00 m 3164+00 TOIN 3167+20 Q 3167+20 TOA3t 8+20 08SPCING DB 3227+30 TOA3233+10 DB 69+40 DB DB 3176+0 TOA LAND USE / DEPTH OF COVER 3 FEET 6 FEET I 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET SILL OF MATERIALS NOTES REFERENCE DRAWINGS REVISIONS LEGEND ITEM PIPE DESCRIPTION (ROONEY ENG) QUANTITY NOTES: 1 STATIONING IS BASED ON HORIZONTAL DISTANCES. EXISTING ENTERPRISE II-IIPII 2. ROONEY ENG NEERING. INC. EPCA, INC. ANO JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FORE GNU URES. PIPELINES, OR THIRD PARTY SUBSURFACE 6 - SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE 911�11'1 TEMPORARY USE AREA + SECTION CORNER 1 16" X 0.312 W.T. API SL PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 12,250' STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS. THE INFORMATION SHOWN HEREIN IS NRNISHED WITHOUT LIABILM ON THE PART OF ROONEY ENGINEERING, INC. OR EPCO, INC. AND JFC EXISTING FOREIGN 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 2503 ENGINEERS AND SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN./ 3. THE CONTRACTOR SHALL BE RESPONSBLE FOR CONTACTING THE UTAH ONE-CALL AT 811 OR 1-800-882-4111 AND THE COLORADO ONE-CALL AT 811. I - EXISTING GROUND 1 5 1 4 CORNER BURIED PIPELINE EXISTING FOREIGN 3 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP-75, WPHY-60 10 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287.810 5. HORIZONTAL DATUM: 11A383 G SECTION LINES 0 SURVEYED PI'S CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION CENTERUNE SURVEY —+—+— OVERHEAD ELECTRIC • WELL CENTER ® BARRED TEE OC OPEN CUT RIGHT-OF-WAY - — - DRAINAGE DITCH POWER POLE —X— EXISTING FENCE I I t RAILROAD I'I EXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER IIMPROVED ROAD n GUARD RAIL . RIGHT-OF-WAY MONUMENT I — — I TWO TRACK ROAD —x— EXISTING FENCE— OWNERSHIP BOUNDARY _' 1 FILE NAME: jld\\J:\Data\8393GGF\dwg\8393R0U ING_JLD_REROUTE 2.dwg 04 AUG i ENVIRONMENTAL WETLAND/WATERBODY UNNAMED DRAINAGE UNNAMED DRAINAGE WEST SALT CREEK COE-108 COE-110 COE-1 I I & COE-112 I d VV t F' II 10-- F' I F't LI N t 1 /arise U`��nod —PHONE (307) 362-7519 SECTION 23, 26, 27, 34 T7S, R104W '/MX (3071 362-7569 GARFIELD COUNTY, COLORADO = oo (SUR/ EYORS'hlfp.Ww w w. f fc-wyac o mCopyright ©by SC., Reproduction or other use of this drawing is prohibited unless authorized by SC. / CROSSING METHOD OPEN-CUT OPEN-CUT DRY OPEN-CUT nspc Shal MONITORING REQUIRED .eon of anMs , Mule Deer Severe Winter Range SA) Elk Severe Winter Range (12)1 •SH) Mule Deer Critical Winter Range l Winter Concentration 5117 Long•Eared Owl (3(15-8(16) (12/1 (12/1 BIOLOGICAL CONSTRAINTS Elk Winter Concentration (12/1 5(1) GEO-HAZARDS SITE-SPECIFIC PLAN SEED MIX IX E SECTION 34 BLM (5,607.28 L.F.) 2433-102-00-951 SECTION 27 BLM (5,841.68 L.F.) 2433-102-00-951 SECTION 26 BLM (1,203.25 L.F.) 2433-102-00-951 SECTION 23 BLM (3,701.95 L.F.) 2433-102-00-951 PEFL.ECTION AtLE PT # DEFL. 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S - 2 RIGH7-OF-WAY UNE m cc N L SURVEY - I o LP O'er 59 <O r [y'.r•-•:;?.... 17,r: �'>, ♦ iLr`� 1 C`w . �O•- - T} . {� ' "j - -. - ' 'U O - {y„ '•.` N RIGHT-OF-WAY UNE . - 3- -/. ce - _. ..•°(. •ti• _ .e . 1 a(r: .- s1?'. '«.�+'' ,tf •-' . \ - 1 .r %2 _ T�f� is y '�' r'.f�"•Ir • ...Al, ,1 �• f� •t. ' • , ,h1 11 S {' ,t r', :7 k r r' r ! S r ....0,:-. • JP . 'i.+ .. lz. 7G.7. T� tir ,.\r,P,-,�r•I' t I ," • • r..° 1x `y a• 4, +•,....-1...n Y';'I N t IA.y .� ,, �+ S ♦ ,' - ' :7 rcr.X. ^'�iP:!a s r r t `r w �} % �• '7 S �P.. 1� •�'- i CONSTRUCTION EDGE terprise Products ppROONEY ENGINEERING INC. 12201 E. ARAPAHOE RD., #C-10 CENTENNIAL, CO 80112 (303) 792-5911 5450 PROFILE VIEW 5440 - - - - SCALE: HORZ. 1" = 500' VERT. 1" = 100' - - 5430- 5420 a 5410- *a-kv� 5400 - - mrna"n 5390- 5380 - 'n `rmnnM - Y, ' - - tine) ,nM ?+ - - r-_ r 5370- W www+- GIzaazzzin �_ --- -- - �4.-- 0 o 5360 13-co.-1,.M) _ - ,n 5350-_ • + 5330- _ - ayiWnnul - frr:,- F - 5320 wv '7 ,' + oo�a. 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P N N N N m O - W N O M N N N m N M< O m M M N N m M W N b < M "1 N N m N N y '� N m ,n N O M „i m M M N M N N N m N O m ,p O, M '� N N M N M V M e 'n N N 16 m V N •Ni M V Q N N ,n N h ,rj N < Q N N m N N - yj h > d N N y m O O M O O N O m< 'P N m N N N m N m N N h m M Nig) N m N N co h coO b '� N N M N W h •m h h m N N 4, N h m N N m h N N N N b N t0 N O W N N m N N T 6,01 m m W N N m N m O V h a, '� N N m N Q T m oi T a' N N m h W N h ui a, �' N N m N rZ Q .- h O �' M N H in ♦ M M .- O O .C:3 M ,6 N an" m M O O O M M m N N h M N 02". M M m N h m N h M M m m ^ ^ N m .- .• •m •m h m N .- M M M M M M ,A N m u1 N O ,n m O N M M y N N ,^ O N ,,, N M M N h „I m 10 ,•, M M M N N - M c4._ D1 y "1 M M m N O N m t M M y m ors' o •m m , M M ,D N W M N N ,n Q M M M h N N N O tow; 'D M M N N th M h 0 16 m M M y O ^ M m ,01::)'• h ,p M M m u) m O O h b M M m 41 m N •N 0 h h M M ,6 N ,-,o m N h h M M N O N m h M m 3272+50 3275+00 3277+50 3280+00 3282+50 3285+00 3287+50 3290+00 3292+50 3295+00 3297+50 3300+00 3302+50 3305+00 3307+50 3310+00 3312+50 3315+00 3317+50 3320+00 3322+50 3325+00 3327+50 3330+00 3332+50 3335+00 3337+50 3340+00 3342+50 3345+00 3347+50 3350+00 3352+50 3355+00 3357+50 3360+00 3362+50 3365+00 3367+50 3370+00 3372+50 3375+00 3377+50 3380+00 3382+50 3385+00 3387+50 3390+00 3392+50 3395+00 3397+50 3400+00 3402+50 3405+00 3407+50 3410+00 34 OO O 0 0 O 0 0 OO OO OOt OOt O+ oO OO OO OO 0 0 0 0 0 OO 0OO 00 0 OOt OOt 0 OOt 0 0 OO 0 OOOt7 OCtJ Nt + t O + t -.0iM _C•1_M CL rrMi. M _AM SLM CM J7. M t!t OtN N1!+ Ot EM J1M S'1 M J1M rrnn + t If MU) 0 Ut)0'OO t)V<DOt U(0 Ot NU000 M 253 25MM40 1_M Mf'� MM MM MMJ a. M to Ot InOOt 1[Oo+ 1Om'l _ M .__i M M•,t S..5M 1 LM U -Z-Z-Z-Z-Z-Z—Z-Z—Z—Z—Z-Z—Z—Z—Z—Z—Z—Z—Z—Z—Z—Z—Z—Z—Z—ZZ—Z—ZJ7_ iMM —Z—Z—Z—Z—Z—Z—Z—Z — —Z—Z_Z -Z - ' L —Z -Z N q SURVEY 7/ Z -Z -Z -Z -Z -Z -Z -Z -Z —_ILI , U TUA-698.98-N 6,300 sgft o <U) ,n Oa Zo O PIPE DATA PREPARED BY ROONEY ENGINEERING INC. o 3 3 3 3 ¢ , a- oo, O< Or 0- } d 01h m^ con t } Z 3 3 O 0I Oa W 000 m0 N0 v ZO, S 3 N< a0 O Om 00 0 3 3 NM N 04) OM • p+ 9 3 "O ro OM al ON m'- N 3 3 3 '- O,D OM Oc } Z W mw co it) roN ZO O F 5 NN cc a 3 ¢M al ON Oy J d 0 PIPE DATA NOTES I� CDA tl 1 „I Wyj( I ppp g w M W> ,N') OM O. Q �I- r MN OC m W W d M m In ELL L-50' W W M WM Cl) i5 1- < yrN ea Th W W VI 4 r_ fc N M ®ELL M Lu-',„, ,,,s;WN) N 1- t^ N< 11;11 0 W OM CO a Q �1- r- ur OC® O 1- (nM 4 [n w L-50' lT 0 w W M Q r- f6 M a O W M W N r- $ u, 10 M cp (7.? r Q N4 1-w on �- N Z"1 O� t-r_I M OC * FHF--- 4 41w CP L-50' (T W ,M') E,-; 0) Q o,1-m ,n 01 W ,K,,, WM N Q a ® ELL N. I-H. NM G t- w y I- co ZM ] Q O 1-- c) NNut ® OC 0 W WM •CO 4• o ELL L-50' W,. WM M < r_ a a 431 1F1.�- rDM r•4 i fAQ t- N CI N Z" O O� r c04151 N OC h W W •V) Mtn L-50' a N M G r F ��M W >> U' w ¢ > C W O"1 6: a 4 �i F-in rn OC h Mee, I- 0 w CI L-50' I() w W In 4 r- FDr M N 1M,Cr�,! w r.) W N Q f6 vl a ®® h N W M WM N t-in $ ,na lb tr, �M r- 4 41< r- w N r- CI 0 Z'�' > O� t-c) yr,O OC CI W •M 4 rnor L-50' h M co OM ce a < �� 4/ ® OC OI H 4 1- IA4 rnw L-501 Y c. M r1. CP TEST STATIONS TO AL50 BE INSTALLED AT ALL FOREIGN AND ENTERPRISE PIPEUNE CROSSINGS. tS� 0 0- 0_751 1 W i 16" X 0.312"W.T, API 5L PSL 2, X-60. 16" x 0.500" ERW, DRL, w/12-14 MILS FBE PSL 2. X-60. w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60, MILS FBE w/ 12-14 ING SPAC3308+500 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60, MILS FOE w/ 12-14 3 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FBE w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60, MILS FBE w/ 12-14 W.T. API 5L FOR ERW, DRL, MILS FBE SEE 16" x 0.500" PIPING PLAN PSL 2. X-60, DWG. RM-AM-699-03 w/ 12-14 W.T. AP 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, w/ 12-14 MILS FBE75' 150' SPANG W.T. API 5L 16" x 0.500' ERW, DRL, PSL 2. X-60, MILS FOE w/ 12-14 W.T. API 5L ERW, DRL, MILS FBE 2 W ri 00 r 06. 310++010 TO 3321+20 DB DB 3375 005 TOC 3378+00 DBING DB 3385+20 TO 3388+00 DB DB DB. 3310+1000 3303+20 TO f LAND USE / DEPTH OF COVER 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET _ BILL OF MATERIALS NOTES REFERENCE DRAWINGS REVISIONS LEGEND PIPE DESCRIPTION (ROONEY ENG) QUANTITY REGULATOR I ITEM NOTES: 1. STATIONING IS BASED ON HORIZONTAL DISTANCES. RM-AM-699-03 - VALVE SITE PIPING PLAN EXISTING ENTERPRISE 11-1111 2. ROONEY ENGINEERING, INC, EPCO, INC. AND JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE G - ® SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE TEMPORARY USE AREA + SECTION CORNER ��=L 1 16" X 0.312"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 12,100' bTRUCTURES REFLECTED ON THESE ALICNNENT SHEETS. THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABIIM ON THE PART OF ROONEY ENGINEERING, INC. OR EPCO, INC. AND JFC EXISTING FOREIGN4 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 400' ENGINEERS ANO SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTAH ONE-CALL AT 811 OR 1-800-862-4111 AND THE COLORADO ONE-CALL AT 811. I - EXISTING GROUND as 1 / CORNER BURIED PIPEUNE EXISTING FOREIGN 3 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" W,T,) MSS SP-75, WPHY-60 8 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287.810 5. HORIZONTAL DATUM: NAD83 G SECTION LINES 0 SURVEYED PI'S CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION 4 ELBOW, 90', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP 75, WPHY-60 7 CENTERUNE SURVEY -•—.- OVERHEAD ELECTRIC • WELL CENTER ® RIGHT-OF-WAY - - - DRAINAGE DITCH -o- POWER POLE BARRED TEE OC OPEN CUT —X— EXISTING FENCE I I I I 1 RAILROAD ® EXISTING MILE MARKER c., IMPROVED ROAD n GUARD RAIL = • RIGHT-OF-WAY MONUMENT BV BLOCK VALVE DB DITCH BREAKER - ¢, TWO TRACK ROAD —X— EXISTING FENCE - OWNERSHIP BOUNDARY FILE NAME: jld\\J:\Data\8393GGF\dwg\8393R0UFING_JLD_REROUTE 2.dwg 04 AUG 11 ENVIRONMENTAL WETLAND/WATERBODY WEST SALT CREEK UNNAMED DRAINAGES WEST SALT CREEK WEST SALT CREEK WEST SALT CREEK WEST SALT CREEK WEST SALT CREEK WEST SALT CREEK COE-117 COE-115 COE-020 COE-121, COE-122 & COE-123 COE-124, COE-125. COE-126, COE-127 & COE-128 COE-129 COE-132 COE-133 CROSSING METHOD DRY OPEN -CUT OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT Spot Inspect not Mentos Shele Spot Inspection Mesaveroe Group MONITORING REQUIRED or Mule Deer Critical Winter Range / Winter Concenvation (1211 5111 BIOLOGICAL CONSTRAINTS GEO-HAZARDS SITE-SPECIFIC PLAN SEED MIX OL z K SECTION 23 BLM (3,701.95 L.F.) 2433-102-00-951 SECTION 23 THOMAS (2,691.42 L.F.) 2425-133-00-002 SECTION 14 THOMAS (1,295.85 L.F.) 2425-133-00-002 SECTION 14 FLANIGAN (4,447.33 L.F.) 2425-133-00-001 SECTION 11 FLANIGAN (3,397.24 L.F.) 2425-133-00-001 SECTION 10 BLM (950.41 L.F.) 2433-102-00-951 I7EFLEGTIQN N•ILE ALISN"ENT w w w w W W W ;.3 W W W t PT # DEFL. 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ARAPAHOE RD., #C-10 CENTENNIAL, CO 80112 (303) 792-5911 I PROFILE VIEW 5640 5630 " " 5620_ SCALE: HORZ. 1 = 500' VERT. 1 = 100' 5610 5600- - - ------- w M ------- -- ��_�- 5581 i rbc ------- -.• _ + f + + ro rn _ N - � 5557 561 5551-- P, n + ^oroo M a ca AA - - + ». t0. a J o 5541 _+_ y_0_-_ 0) - + 4- 1�!-MM .... _-- ,n + w 11 5530- o gaaa o In +fib K i.i ww u� _ �M m_ re, 5520- 5510- Nb ,�arAtn +O NtpON M Alswts rc + O a a -0-00 << Z ¢¢ - - �- - + +< a.IliN M m• -N �+++++ In mm w In+ oZzz - z z - < "- vo °," ¢ 0 to 5500- 5490- ^++ NN yln,n M` Nb ¢�-- „) u) a LI ccK K 00 _-�,-_ � .414 0_ M J M I') Z DI 548 .-ate M�MMM M r to Kdd[L M yLa 0 0 N n-t+i� +P" .. .. 1]] Z AMA Cu JZ..ZZZo a. MM 0_w 00_0_0_ a Z d �_� ..--�.,� w __ Y fin.._ O 5470- —rte �.w M • BURIEDI BURIED PI LI EErr 4, EXPOSED'. PIPE NE: ! 3+. BURIED PIPELINE: 341 BURIED PIPELINE: 349 -60 �l 5440- _ + b www as 4444 oz fete 0_111.. o r--- - ----��•---IIr.�•:I M O. r�ao o0_ oaaaM Lair_ gmmCO _-- 1 ---- ----laN • 5430- 430- '^ apn. ininLAO 0 tow wl:.i. O -. _.� ---- 5420- 5420- ,:1 1.1 Cc r - ---- a 5410- 5400— - Q -mow _I- COX --� wm�mmmLL �__-��.. ---- '_ �m a �m _ - __ _.----a••-••••--- �--- ---- W 5390- 5390- 5380- Z Ie - --�_---as5370-- --f-^__•_ --- m 370- 5360 5360 r - --- - --- 5350-1- —_ N a O N ,O b 0 N to M b M n n w b M b M b N N n n 'a r• N n •N 'R b •- b M N O •') ro n n n w •- M b 0 b M N ,,,) f 0 '� u) b M •') N b - M n b 'O b M '� b N b 0_C G n m ,n M b b b N O b n n „) '•) b b m b N w n n ,,,) M b N „or' M • m b CO n ,n •� b b N b rG 0 w W ,I) •� b b N COM 0 N OI w ,n '� N N t0 to m Cd, b w ,) M M b b w t0 w Of w M "•' b Irl b w b m •� M n O O O' y 0 0_ M M• b b b N - O M < N O O n "' M in It7 °J ,D m - - -- 0 y- a- V' V; N b< N N b b N b b< ,n O .O m M ,n N M . N e N a N N b < (7 M M -a V M b M O C '� M M ^, M N N b to V M y a M b M b b V 0_ y a N M N n IN w V 0_ V o M b b n m "• N V -a a b M b b Cl '� b Y) 0_ a b b b a, ,G N ,O M e N b b 17 N •� n b a a b b - w rV n n n a a N b >< O n n. n a .r b b a w V o' n n -a b b a w '� o n n * a N M M b •,C V• n n a a N b coN N OI '� M n T OI n 0_ w a N a b b b N b n QV °I b h b n O O •� O O b b b b w M N Irr O 0 ,n b b b N O N Ol O O b b b N M w O! ••) - 0 b b b b N w^ ^ -_ b b b N W b n w N b to b b b N OI n M N b b N b M h b M M b b b b N CO rG b M M b b b b b b ¢f b ,H M b b ,n b 0_p b b b T b ,n b b b t0 n N •� n w b b b b b CO r0,- n M w Of a n b n Inn b b N b b b b b w < "•) b '� b b b b w a M w to b N b b N M CO al 'P n b N 'n b b n m O b n n b 'n b b N. ,n m CO" n b b N b b ,n N n o0 b b b b h b n W b b 3397+50 3400+00 3402+50 3405+00 3407+50 3410+00 3412+50 3415+00 3417+50 3420+00 3422+50 3425+00 3427+50 3430+00 3432+50 3435+00 3437+50 3440+00 3442+50 3445+00 3447+50 3450+00 3452+50 3455+00 3457+50 3460+00 3462+50 3465+00 3467+50 3470+00 3472+50 3475+00 3477+50 3480+00 3482+50 3485+00 3487+50 3490+00 3492+50 3495+00 3497+50 3500+00 3502+50 3505+00 3507+50 3510+00 3512+50 3515+00 3517+50 3520+00 3522+50 3525+00 3527+50 3530+00 3532+50 3535+00 3: 70 O O O O O o O O O O 0 O 0 O O. 0 0 0 0 0 0 o O o O o 0 0 0 O 0 0 0 0 0 0 0 0 0 O O 0 0 O 0 0 0 O 0 0 0 0 0 0 0 0 O. (I 1, III II + -I- + + + + + + + + + In O In o in 0 V) 0 In 0 V) 0) O O N N M M Nt _ 5-- --__ 7 a ,z1 -et M M —re M 7r M \\ M M M M M M + + + + + + + + 0 If) O V) 0 In 0 In M co co (0 f` N 00 O) V 7 et V' .el --t V .4-7t N) M M M M M M M M + + + + + + + t t t 0 In 0 In 0 La0 In 0 In 0) 0 0 N N N) M .111_ ID JQ 42 ID S Jn- ID _ J M M M M M M M M N) x (1. N. STA:3455+06.641 LSTA:3457+97.48 Reduce ROW 25' Reduce ROW 25' Q SURVEY JI p FF'IF'E DATA PIPE DATA PREPARED BY ROONEY ENGINEERING INC. t S Nb 3 0 0 w m- ❑+ W+ .N 3 3 S <w N a 0M 0 t 0w 00 0n zb 03 r•- mw mw. CO VI �+ 0+ we W� Wo W� o0 3 S a on 00_ z•- m0 co 0+ W+ w+ to W+ a 3 ¢a a 0 c ON n mn m+ Ju+ om o+ 3 0) o- Z ma W+ a O m a 0_N + Z a+ N o+ Iz,n N a a ZM J0 o+ w+ PIPE DATA NOTES 2;':+ 3N_ OC M 0d W b <N M Z wi 0_N ® OC. a ¢•- M �a a W C7a M W N N MN 00_ M W m a ® N 0-t M W N rn M(n ® M V M W In ui ar/1 ® M '•'a a QM M a 2m ® OC ¢a d I- un 1 -(n a V M W CO - N a a Da M W CO V) CN 4 ® v �a M > gi ® a Cis M W N ~ •••ln ® m '•'a M OM ma, 1- ® OC ¢m �a d II-� FNe. GI V M W I- co MN lb m 0_N a M j ci 3N OG ¢o M Inb Q rI-. ��cal s� M �M Z m41 OC C'.0- �b Q- F FUI M cem ? x N(n1. co M I- CP TEST CROSSINGS, STATIONS TO ALSO BE INSTALLED AT 8 ALL FOREIGN AND ENTERPRISE PIPELINE a L i Z 7 16" X 0.3121•W.T. API 5L PSL 2. X-60, 16" x 0.500" W.T. API15f x 0.500" ERW, DRL, w/12-14 MILS FBE PSL 2, X-60, ERW, DIRISL 2, X-60, w/ 12-14 MILS FBE w/ 12-14 N W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60, MILS FBE w/ 12-14 ' SPAC 1431+00N W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FOE w/ 12-14 300' SP 75' SPANG W.T. API 5L 16• x 0.500" ERW. DRL, PSL 2, X-60, MILS FBE w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60. MILS FOE w/ 12-14 W.T. API 5L ERW. DRL, MILS FBE SPACING 2 W 0 ��55 2 D6 3400 30 TO300'ACING 34 6+40 DB 3413+50 TOA0' 3417+00 3417+00 0 TOACING 34 9+00 DB 3430+00 TO 3NG DB 3496+30 TO 3491+00 OB OB 3515+30 TO150' 3518+SO DS CO 3431+00 TO 3436+10 3436+010 TO 31441+40 DB 3443+00 TO 3446+20 3446+20 TOA3452+00 DB DB 3465+20 TOA3484+20 OB LAND USE / DEPTH OF COVER 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET SCALE: 1" = 5001 BILL OF MATERIALS NOTES REFERENCE DRAW IN&S REVISIONS LEGEND DATE: 3/2/2012 ITEM PIPE DESCRIPTION ENG) QUANTITY (ROONEY NOTES: 1 STATIONING IS BASED ON HORIZONTAL DISTANCES. EXISTING ENTERPRISE 11 1ICII: 2. ROONEY ENG NEERING. INC. EPCO, INC. AND JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGNU fT ES. PIPELINES, OR THIRD PARTY SUBSURFACE 6 - ® SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE c�pa TEMPORARY USE AREA 0 SECTION CORNER hiell 1 16" X 0.312 W.T. API SL PSL 2, X -6O, ERW, DRL, 0/12 14 MILS FBE 12,230' STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS. THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABIIM ON THE PART OF ROONEY ENGINEERING, INC OR EPCO, INC. AND JFC EXISTING FOREIGN PROJECT NO: 8470-11S 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 770' ENGINEERS AND SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTAH ONE -CALL AT 811 OR 1-800-882-4111 AND THE COLORADO ONE -CALL AT 811. E - EXISTING GROUND r 1 4 CORNER / BURIED PIPELINE EXISTING FOREIGN 3 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP -75, WPHY-60 13 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287.810 5- HORIZONTAL DATUM: NA083 G SECTION LINES 0 SURVEYED PI'S CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION SHEET NO: n Q L v CENTERUNE SURVEY -•-1- OVERHEAD ELECTRIC • WELL CENTER ® RIGHT-OF-WAY - - - DRAINAGE DITCH -0- POWER POLE BARRED TEE OC OPEN CUT —X— EXISTING FENCE I I I I 1 RAILROAD I'l EXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER - - c_ IMPROVED ROAD n GUARD RAIL . RIGHT-OF-WAY MONUMENT - - ¢ TWO TRACK ROAD —x— EXISTING FENCE- OWNERSHIP BOUNDARY JO/V 5860 5850 5840_ 5830__ �-.- ' 5820_ 5810 r�-. - -- .r - - 5800- -- _-__ __-_� _- .,�_r-- 5790- 5780- 5770 _ _�-': 5760._ -- _�.- -- 5750- .�^r 5740 `�. '� 5730 - - -` - �- - - 5720- 5710 5700- `� -_,-__��1_-_ ��_a- 5690 _ _ - 'r- - _ 5680. "'mow 5670 �� - 5660 5650 - - -__✓�_-__�-_ 5640- `-- ��-,r- — 5630 _-.- 5620- -- ----- .-` _ 5600 — �- __ ---- 5590 5590 __�_.._ � — 5580_ 5570 - ✓ - 5560- 5550 W q Y1 f� W m Ni n^ CO « N h N M M M 1l1 N t� pp W M N M N in", q ri M W q N h q M 5593.89 5594.7 `� N n 4 n q q N W U) M O N ri O q O M W M N 5600.06 5604.1 M Y O O W tp in N 5610.29 5613.8 < q co M O N �O M h b co" f� N N ro �O N W 5627.56 5632.0 5631.96 5636.5 Y1 p O N M M b �O M N 5635.05 5638.1 N. O '� m M M O b b N q W n O h Y Q b b N h O h I� m M Y N N b N N 5653.46 5655.3 q W N N W M Y� �y b N 5658.83 5664.1 CO O N b n b '� in M 5672.08 5684.7 n W b O N W q b N N N 5692.77 5689.8 5689.82 5687.5 5687.46 5694.2 q ^ O N q q �y b O N 5695.70 5697.5 5697.52 5699.4 n q M q Y q No O I� q W 5704.95 5710.0 5709.97 5716.0 5716.05 5724.2 < Em N 4 q ry N r-n ento O 5729.20 5734.4 W M M V W M M n n N N 5738.45 5745.2 W co rt) q O n N N N N ^ N q Ni �, N n n N N W Q b N• W W Ill N n r N N 5758.40 5766.7 5766.65 5779.0 5779.00 5792.4 5792.44 5793.2 5793.19 5793.7 It: Ki n n rPi q N M q 5797.06 5800.9 5800.87 5806.2 5806.24 5809.6 5809.65 5816.8 5816.81 5818.6 < p0 W �O N W N q 5826.76 5824.1 n O V N W N N W N W W N N b ry W N 3530+00 3532+50 3535+00 3537+50 3540+00 3542+50 3545+00 3547+50 3550+00 3552+50 3555+00 3557+50 3560+00 3562+50 3565+00 3567+50 3570+00 3572+50 3575+00 3577+50 3580+00 3582+50 3585+00 3587+50 3590+00 3592+50 3595+00 3597+50 3600+00 3602+50 3605+00 3607+50 3610+00 3612+50 3615+00 3617+50 3620+00 3622+50 3625+00 3627+50 3630+00 3632+50 3635+00 3637+50 3640+00 3642+50 3645+00 3647+50 3650+00 3652+50 3655+00 3657+50 3660+00 3662+50 3665+00 3667+50 36 U Q 0 O cr, N CCLU 0 w 0 J C., 0 V) O) Co '0 C TO) M 00LU LU L� ENVIRONMENTAL WETLAND/WATERBODY UNNAMED DRAINAGE WEST SALT CREEK WEST SALT CREEK UNNAMED DRAINAGE UNNAMED DRAINAGE WEST SALT CREEK UNNAMED DRAINAGE WEST SALT CREEK WEST SALT CREEK COE-142 COE-1468 COE-147 COE-148 COE-149 COE-150 COE-151 COE-152 COE-153 COE-154 1 / o a / HU/Vt (3U/,J JOZ-/) /Y SECTION 24, 25, 26, 35, T6S, R104W o (3071 562-7569 GARFIELD COUNTY, COLORADO (SV/ / / O�(s hilp.//www.fic-vacom com Copyright © by JFC., Reproduction or other use of this drawing is prohibited unless authorized by JFC. Q°• , CROSSING METHOD OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT DRY OPEN -CUT I)PY,,PFN-Ct IT + P S I ®N 1 , 1 I�/) {L- Spot Inspection Meseverde Group I /[�] II�1l MONITORING REQUIRED of BIOLOGICAL CONSTRAINTS GEO-HAZARDS SITE-SPECIFIC PLAN PT # DEFL. ANGLE LT/RT SEED MIX PI 419 33°31'20" LT SECTION 36 SECTION 26 SECTION 26 SECTION 24 SECTION 24 SECTION 24 SECTION 24 PI 420 44'57'40" RT eL 11-1 FLANIGAN BLM FLANIGAN BLM FLANIGAN BLM FLANIGAN PI 421 3'45'42" RT z K (6,393.21 L.F.) (1,643,53 L.F.) (5,662.16 L.F.) (2,195.68 L.F.) (1,082.11 L.F.) (1,327.87 L.F.) (1,714.24 L.F.) PI 422 1'11'03" RT 0 2425-133-00-001 2155-221-00-951 2155-252-00-008 2155-221-00-951 2155-252-00-008 2155-221-00-951 2155-252-00-008 PI 423 0'41'38" LT PI 424 3°48'56" LT w w w w w w w w w LU w w w w w w w w w 3 w LU w w w w w w w UJ w w w PI 425 3'44'10" RT Pi LU w 3 3 ih co cD N c.1 in o N CO a Ni`cD N e 0 m o0 N o co ro cA to in t- N b of o to 'CO i� 1 io n PI 426 42°13'33" RT Ni 05 u) ro Ni Lo O -- 1' Nr M N 0 N 1- U) 0 N N N L 1 yr +- O.- •- 0) N 7 0 0 U) t U) N M N .- d' V <I'DO "ch d- o a) in DO N b it O4 o N n to o CT) to a) N in in 'n In i- a) N o lc, N cn 10 -I-0PI 427 37'47'25" LT O N Ni N co d 0 1• In at N 1n N O in a yr N Ni O O N N In N O O 0) 0 0 Ni e O M 0 N co I. 1• d N N it b i o) .Ni N - N N i^ btito ,- b b- P 81 N1 c0 'I' O 7 N 7 a '60D n PI 428 45'07'21 RT I� Niat d• 't 1' co M In Ni N Ni 00 Ni Ni N O N N rM N O co' N V V 1' Ni NN N N z z z z z z z z z z n z z z z n z z Z z z z z z z z z z z z z z z z z z z z z z z z z PI 429 45'53'04" LT • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • •• •• In COM PI 430 13'33'39" LT II„1 „II 4 4 O N O PI 431 15'31'57" LT + + + PI 432 14'47'53" RT % m° co co o PI 433 54'59'18" RT I� co O Ni Ni N N 0) 0) N 0 Ni co lb d• ,- N CO CO u') } 0 O N N CO N N N Ni 0) CO ISN co N N r- N d• N 1 .- co M •- M r Chi o M O• N U -0 N rn r CO 0 m•- In CO Nin N rn r> rn .- MN •- MMD) co Mu7 M into P 434 60'26'19" LT — M 1- ,a) N N N M MNtO decay) co fit` N -m 0) N tO 0 onOD CO N N00 -N)N )NN co r0 O O t` M M N• Mr O N(0 100 CO N N 0!0 01 d• 0 0 to (Ot t 07")x,- (0 N NN VP O 0 M Ni rMM U) 00 CO 1.O0 Imo")•1'D00M N P." 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'r :' 7r, �t ^ / •- 21 r: --- - }: r •,•!r: t N : FILE NAME: jld\\J:\Data\8393GGF\dwg\8393R0U ING_JLD_REROUTE 2.dwg 04 AUG i ENVIRONMENTAL UNNAMED DRAINAGES WEST SALT CREEK UNNAMED DRAINAGE WEST SALT CREEK UNNAMED DRAINAGE WETLAND/WATERBODY COE-155 & COE-156 COE-157 COE-158 COE 15BA COE-181 I / af HU/Vt (JU/,J JOL-/J/,Y SECTION 13, 24, T6S, R104W & SECTION 6, 7, 18, T6S, R103W '151/4-e /?[t/i"14y'SURI/EYORS MX3071 362-7569 GARFIELD COUNTY, COLORADO hffp.//www.�fc—wyo.com Copyright ® by SC., Reproduction or other use of this drawing b prohibited unless authorized by dEC. Q°• CROSSING METHOD DRY OPEN-CUT DRY OPEN-CUT DRY OPEN-CUT OPEN-CUT OPEN-CUT E7EF"E" T I ®N AN" LE Spot InSpeto.ofMesBYerdeGroup MONITORING REQUIRED BIOLOGICAL CONSTRAINTS GEO-HAZARDS SITE-SPECIFIC PLAN PT # DEFL. ANGLE LT/RT SEED MIX PI 457 38112'13" LT SECTION 24 SECTION 24 SECTION 13 SECTION 18 SECTION 7 SECTION 7 SECTION 7 SECTION 8 PI 458 45'00'00" RT DL IL BLM FLANIGAN BLM BLM BLM FLANIGAN BLM FLANIGAN PI 459 45°00'00" RT Z K (1,327.87 L.F.) (1,714.24 L.F.) (659.88 L.F.) (5,504.66 L.F.) (1,365.23 L.F.) (2,019.96 L.F.) (2,685.97 L.F.) (6,665.87 L•F.) 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N N M M a U) M N +I' L1) N >- to O) N M M Cl a a M z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z PI 467 24°10'56" LT • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • 0 PI 468 45'01'17" RT L 0 0 a a� PI 469 49'01'20" LT � N O + + rn PI 470 6°23'21" LT % oo `� ` ON W PI 471 45°00'24" LT I� 'v' r� eln 0) N «30) a-N a a 0) a CO M NO) O N .- N O If) 0 in P3 0) O).L NN ,-- no M 1n CO N M .-co N - a o 0) N M Nn coup ro cD M u7 co M' rn 0) N M� .-ln P 472 33°09'57" RT — (6c<1 Nc0 (DO N N 0) u0 c0� ui N aLmtV 00 Nom�h tOO>�nm n<li rM cV c0 No 00 0) 0 CO c0 MM '-N Loco r oN o N u3 con co M M nMOM a ammNrn TM°Oa 03n 0) 0) 5:-a �m oD�� n r u7 N co ND nN w+ rn+ at PI 473 11'56'43" RT -tel ++ Q +1-+ d- + d: ++ + + + +m+�+ + +na+0�+ ++n+ + + w� +0+0+ + Q + + + +T') ++ - to up o w ,., fa) a, No) co In nd�rn o I�m�,Do col�m�co 0) 03 o co �,rnm rn o co co o 0) NIS) L7)0) 00 0* M ND' to M M m a o amMa U] In,.,),.,)mt0 m LOLO„)M[00 D3 a 03 to M O m,D Ooo`- N M to as P 474 44°58'26" LT Z + + an NN 0000 O- a CO OCON O O in 03 N OM 80 00 O ")O N GOOD On HO O a O Z a to O ") O)MMm Z 0) 0) O OH 0)0) MM O MM M+ + n M M MM+ M M + N) +-rn..wNn re) MI;;Iw M + MMI:iwM+ WV) M + M + + M ..I;i M..r'] O M M M MN MM p o N rn m hd OZ M m N p a N OZ PI 475 49'25'29" RT zZ0 aZ as O Do N M d Qom„ JJQ .. 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JA- aT � /i` f> �� wM �-' t �i � ��C ,/ a O .tiJ F :. a ./.1•»'\`'. .. � r4` }N' r1 • ..• ! '<• bti 1(. ��• < Yat -: : :..'. - __- _...- l`) ...-_-- .,) •r Ki l ,; V.-i--•ire° • ° �.� a a_-1 moi,. ? 4 •. - � ?;-3,: �tt�.. —�- s:C.,`c/ -.•- -�_ �� :•�-,��RIGHT-OF-WAY DETAIL "r. -4(c. _ �- � • � _ .Rye t • . l!.;). )[; 4 C.....:-.-4,1,:,.?::: .,••.i. ../s,-,41., •i"c; • - - � ----. .1 r.•!�`. f: •' c ,... �' "�'�"f�� ♦ '11r. x • _ T - __ ° -0. 1 ,r. "r �n•: tT. •-f-¢--7- .yr �' �- ,n,` ,- l - I I ./ �- -r �.v:. J fir_ �T' .-'f f STA: 38 9+54,35 TO STA: 3877+73.72 6 ._ .. •. .. _ iY�a 00434 1. 4 '10A1404:111:1:- �• I' 1 •r- r. !.) ..•.' - � .. �F,: �'.a. f'• xti* -�,,rr , •e SCa' =l .t .•Y;' � C. 1 ♦,J.'�°. 11 _�• \ {'•!T-r Y •R• / • .Y�-. .,.s a �r V. ..F. C• `i' `•r _r •. r' a d • c:' - .• -•Y "T xl :i/ 1. .-41,',„.4-N.4. witi • r.• . ♦ :f` d' • • • ..' 1 ,,. �.Y} J a _��_ ° .. D - x750 -� ••i / VA t -+-II-Thr SSD k~.. 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" .\.°r!.i ..r Jb, .+'.,..I.'- L-a ^(� '•i }},,�� `� �' .►a•`•..h - f <? 75� '+: •✓ f1►: x CONSTRUCTION EDGE a �.. _ . ... •....... . ... ...: .- . • a • • -n•: y .t. - .r.. . - c-. . _.. + _' ,. .' K ... _ .... ... ..... , ... . ♦ ._ _. ... •:. . !� r .. h. A - is ;.• p:- .'. ._• .. . /� V Y ��'�!!•• v ... . -:-J'.:i .;•` .c rY r.+. 4'� J :r. ,moi _ H! .ry „!S`.. -a• , IC t^ '•E. - ... .. r. '-^h nt. , ., n.006 +'_!7- !r .Y" .. .. ..-' - .'.' >.. ..!.• :... - _... -.. .-..' _1ti_._ ... .b,_.tr..- r. .•. .> Y:/ sY:44- ,k.lt`. ♦ - -'� -... - d-.. '-+•' t .•/ "3 RIGHT-OF-WAY G O LINE To U rt SURVEY MS J �� - _. -- c38-. PROFILE VIEW � - -- N 6370 -- -------l— _ RIGHT-OF-WAY UNE 6360 SCALE: HORZ. 1 " = 500' VERT. 1 " = 100' ��_ !�� 6350 �` 6340 6330-....---- 6320 6310 .119;iiiileMEM RIGHT-OF-WAY DETAIL oo-rn STA 3805+00 TO STA: 3868+44.10 6300 - oo -- 6290 +m °i _- -' RIGHT-OF-WAY UNE 6280 6270 '� ��\ - von Trt N �a Z `�---J^ -- rt SURVEY DI 6260 _ N JJ O -. ' V M.�_---4� .m, UV -cmiU , ,n 1 6240 - a K J _ ��f a_ w I,+aO —= Y - _ - - tg'i ar 0J �S w �-' + ' r a pt_ " 'Ho-o. RIGHT-OF-WAY UNE — 6230- + k41 '�) Ka CC 4 �� cv 69 6210 - - _ w0 ce �~ CO 0 m xx -- a h ") <t' ++ M W 04i KC CO co I6200 ii � a .. - - --gym �lJ 1 O f Y W + ` W 49. "' KIR -- ti.) 6190 a M h a� s� J !�`7 !`�� \ Vp to g OCL �w h 6180 - + ; - -- n < w OK 6170- aa Rm 6160 M_ = o �r—� Wim' o o.. CONSTRUCTION EDGE 6150- - - -^- - _ -- -- - -- prise Products irROONEY ENGINEERING INC. 12201 E. ARAPAHOE RD., #C-10 "AACENTENNIAL, CO 80112 (303) 792-5911 6130_ .--��. ,-____-_--_-- 6110- o n 6100 ---`-�_- -_ —a•,h.l•------ --------- 6090 �' 6080- _f" T - It, O ,� a N N M O O o O O O b t0 ID O O, M t) r O, O O O O (0 m a O •N N O m O O t0 •0 O nj h e T A O O O ID N a t0 •N Ill N O O. .• O O t0 ,A M •,ri M O ._ tC O N ,D N ,r,• M _ N a N „� M r .- t0 d O Y ,ri O N _ l0 N N a 0 O N �' M •,ri N N N M _ _ (Oct O 0 h N h co h 01 �' M ,� M M d _ .. Nil) �D O h O •„� h d d _ ,� N h h co •N .- ,� Ill _ O 0 ,0 h Coo. ,A N ._ O W ^ `t Nin N ,0 O V n - N coN .- b M O h N- tO n W ^ O N O, O M com ^^ O .- n N „j 1!1 O . _- b ,0 0 ,0 h ,n• M O .. ,y .D n r d M• O O N O -- h h N O O N N O 0 0 h h ,� O O N N N 00 O �!) O h �' O N N N N O b M M co O' -- N M N N b b N h a N ,;,) O N N IO b a �, h N tT „a d N N b t0 h O N �, h d a N N O to b i OM ^ O s O N N 0 O O o 0' N b m N N O b a O O N ,U O N N N b O co O N C) t0 N N N N b co „ 01 h• 10 ,0 h N N tD b M ,T, M • ,p N h to N N O b a a M ,A d b h N N b t0 t0 a M d' N h h N N d b co co M w' N h CO N N b b a a^ co N N O OS N N 40 b d a 0, to Of O N M b b P 0 M �- O N M M N b 0+ 0, h M H N ,7 M b t0 t0 CO m „� IG N M M M b b CO N h b• IO ,;) a ,D M .0 O a O N m d d d M M SO b M CO O d' 0 y Ill M M b O O h CO . •O• ,0 m M M d b h O 10 •d h M M„ b 10 N c b d' .- h h M O b W M N N' n O M M 0 ID a COh ^ n O 1 •'ID •O. O N h O M M M M 10 b t0 to O a O , • 01 __ O O M < to t0 0 tO M 0 0 ^ d "< b ID 0 VI •O b 3805+00 3807+50 3810+00 3812+50 3815+00 3817+50 3820+00 3822+50 3825+00 3827+50 3830+00 3832+50 3835+00 3837+50 3840+00 3842+50 3845+00 3847+50 3850+00 3852+50 3855+00 3857+50 3860+00 3862+50 3865+00 3867+50 3870+00 3872+50 3875+00 3877+50 3880+00 3882+50 3885+00 3887+50 3890+00 3892+50 3895+00 3897+50 3900+00 3902+50 3905+00 3907+50 3910+00 3912+50 3915+00 3917+50 3920+00 3922+50 3925+00 3927+50 3930+00 3932+50 3935+00 3937+50 3940+00 3942+50 311- 7 it l III II O 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + to O to O If) O IT) O Lt) O IT) O Cl N M M a a Lf) 14) •O O 03 O W W CO aD O CO CO \ M M M M M M M M M M M 0 0 0 0 0 0 + + + O u)O f0 c0 t` CO 00 M M �/ M 0 0 0 0 O. 0 0 0 + + + + n In O r 00 03 C7)' LD 00 00 O M. M M M 0 0 0 o O 0 O O O 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + I() O in O Co O If) 0 It) O N N M M a 0) O 0'07) W O O) O) O O 0) O O O M M M M M M M M M M U _ _Z_z_z_z_ -_z_-_'-_'-_z_ -_-_---_ - L_--_z_ -_ -_-L_- _--—_ - z_Z_-_z_zLz_ -_z_ — I_—z—z—z— z—z—z—z— z_L —L —z—z—z—z—z—z—z—z—z—z—z—z—Z—z rLl U \ \\\\\\\\ \\\\ \\\\ \�\n\�\�\� A. 2%\�\�\ 200 L3ce6 ROW 25' ReduceROW Reduce 60 rk SURVEY I TUA-708.13-W TUA-708.48-W 225,200 /\�/\/ /\\\\/\\j\\j\. 119,200 25' 11 11 sqft sqft PIPE DATA PREPARED SY ROONEY ENGINEERING INC. - a Cl/,p/ 1cth II- y! W W ZO O} W I-r/1 d o mn J+ M W N r a14- NN � pa co LO tTj J+ 03 W M Br aV1 o '6 N. ❑ KOJ M ZM O4 p• OV ® OC h M + Z10 FO.+ In F- N W H a thM Ja WM N 'O, aN O ELL N oM ma Jh OD W N h4- T()H a(7 0+ KU) CO M ZM OQ OLIN ® OC N Ze) Qe) W H-VI CP d Oh 03 J0 M WM N r In M((l 0. JO FN) K > 14- X14- NN a -lIr) F+10 op M KM > XH NVI ELL a 0 me UN co N aV1 ELL 3 oe CO M co WM m « OIf aV) a Jt0 10 �v7 co K > x14- N(7 e _4O H� 00 M KM > X14- NVI ® a OIT) K+ Um o"7 4Q SIA ® OCfill N ZN) QOt Wce 1-M d m JO M WM N iYH NN CD W mN JN CS N �Id- NN 411) W .$ II Y LUI g/ < W zERW, 16” X 0.312"W.T. API SL PSL 2. X-60. 16" x DRL, w/12-14 MILS FBE PSL 2, X-60, w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRL, PSL 2, X-60. MILS FBE w/ 12-14 W.T, API 5L 16" x D-500" ERW, DRL, PSL 2: X-60, MILS FBE w/ 12-14 W.T. API 5L ERW, DRL, MILS FBE NG 170 ' Q •0.500 MI 7 X Q6 TA 3628OOPT01NG 3807+00C) DB TA 383010PT013831+10 DB STA 3843+29PT013862+30 TO 3873C+00 d0 3861+1NG 30 DB TA 3893+00 TO 3896+10C) TO 3906+160 3916+10 TO 3930+40 TO 3933+00 TO 3942+00 TO 945+100 DB wq LAND USE / DEPTH OF COVER 3 FEET 3 FEET 6 FEET 6 FEET 3 FEET 6 FEET 3 FEET SILL OF MATERIALS NOTES REFERENCE DRAWINGS REVISIONS LEGEND ITEM PIPE DESCRIPTION (ROONEY ENG) QUANTITY NOTES: 1 STATIONING IS BASED ON HORIZONTAL DISTANCES. EXISTING ENTERPRISE II-IIPIh 2. ROONEY ENG NEERING. INC. EPCO, INC. AND JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FORE GNU UDES. PIPELINES, OR THIRD PARTY SUBSURFACE 6 - ® SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE :0•21-tit' ''I TEMPORARY USE AREA + SECTION CORNER 1 16" X 0.312 W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FOE 13,350' STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS. THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ROONEY ENGINEERING, INC. OR EPCO, INC. AND JFC EXISTING FOREIGN 2 I6" X 0.5001W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 150' ENGINEERS ANO SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTAH ONE-CALL AT 811 OR 1-800-862-4111 AND THE COLORADO ONE-CALL AT 811. 6 - EXISTING GROUND as 1 / 4 CORNER BURIED PIPELINE EXISTING FOREIGN 3 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" WI) MSS SP-75, WPHY-60 15 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287,810 5. HORIZONTAL DATUM: NAD83 6 THE LOCATIONS FOR DITCH BREAKERS SHALL BE FIELD VERIFIED G CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE SECTION LINES SURVEYED PI'S TEST STATION 4 ELBOW, 90', 3D SEGMENTABLE, SCH 20 (0.312' W.T.) MSS SP 75, WPHY-60 2 CENTERUNE SURVEY -I—t- OVERHEAD ELECTRIC 4, WELL CENTER ® RIGHT-OF-WAY - - - DRAINAGE DITCH -Q POWER POLE BARRED TEE OC OPEN CUT —X— EXISTING FENCE I I t RAILROAD ® EXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER c_IMPROVED ROAD n GUARD RAIL .° RIGHT-OF-WAY MONUMENT fL I TWO TRACK ROAD —x— EXISTING FENCE - - - OWNERSHIP BOUNDARY — ' 1 5 J1-1- 50 DO 50 DO 50 00 DO 50 DO 50 DO 50 DO 50 DO 50 00 50 00 50 DO 50 DO 50 DO 50 00 50 DO 50 DO 80 79 79 78 78 77 77 76 76 75 75 74 74 73 73 72 72 71 71 70 70 69 69 68 68 67 67 66 66 65 65 64 64 --1 •ti O 1 n OO b V b N to b N b N N b O N to COPri O b O .4 to N O b O V to Do a b .4 N COC 0 e b h a b '4 b M b r v b a to b .4 b co to to N N co b N co 0) . y N N b b b M O b Y N b O10 10 O triN to b b O cd to N b Y no no b Y O b 0 N to CO r N b N Ali b to criN .4 b ID 0 b b b b N D b b to to b cc b b a In d ui P 01 O O M to W N b O Di M b O M to v N b O ID M N t o b N b O b coto b to to b b Zip co b W ID a W CO N b 0 N b cooi b h oi 4.4T to 4] N to co 0 to M m b 40 N Oo to m N O 0) O N ro 0 N N N` M OO (0 NJN N N N N N N O M a O N O N N DO a N N CO a N W ID N CO N oi O N N N N CO b N N co N b b N n M co CO b b N CO N Lc) O+ b In h b N b cn N O N N 3940+00 3942+50 3945+00 3947+50 3950+00 3952+50 3955+00 3957+50 3960+00 3962+50 3965+00 3967+50 3970+00 3972+50 3975+00 3977+50 3980+00 3982+50 3985+00 3987+50 3990+00 3992+50 3995+00 3997+50 4000+00 4002+50 4005+00 4007+50 4010+00 4012+50 4015+00 4017+50 4020+00 4022+50 4025+00 4027+50 4030+00 4032+50 4035+00 4037+50 4040+00 4042+50 4045+00 4047+50 4050+00 4052+50 4055+00 4057+50 4060+00 4062+50 4065+00 4067+50 4070+00 4072+50 4075+00 4077+50 4C 850 845 840 835 830 825 820 815 810 805 700 795 790 785 780 775 765 760 755 750 745 740 735 730 725 720 715 710 705 700 690 685 680 675 670 665 660 3990+00 3992+50 3995+00 3997+50 4000+00 4002+50 4005+00 4007+50 4010+00 4012+50 4015+00 4017+50 4020+00 4022+50 4025+00 4027+50 4030+00 4032+50 4035+00 4037+50 4040+00 4042+50 4045+00 4047+50 4050+00 4052+50 4055+00 4057+50 4060+00 4062+50 4065+00 4067+50 4070+00 4072+50 4075+00 4077+50 4080+00 4082+50 4085+00 4087+50 4090+00 4092+50 4095+00 4097+50 4100+00 4102+50 4105+00 4107+50 4110+00 4112+50 4115+00 4117+50 4120+00 4122+50 4125+00 4127+50 4130+00 4132+50 4135+00 4137+50 4140+00 4142+50 4145+00 1 i� -.. ��__ — - ---�� r� `` yrs` r� I/ _ --a— ��— —a— .r rr ^ ��a��! �� ./..- — — CO O 0 O to n O m Mm n O A m m n ,o O� N m N n 0 m m 6607.42 6620.8 6620.77 6631.1 MN O MM m m43 O co m M< m m Y m m 6645.45 6661.1 Y m m m m O b O 6669.79 6709.4 6709.45 6713.9 6713.91 6738.0 J 6738.00 6797.4 l6797.41 6772.3 6772.28 6805.9 fp CO L[I O<+i( m ^ N �O m m m m D b co m 6858.42 6917.1 6917.10 6929.6 6929.59 6954.8 J 6954.80 6976.3 to N N O+ t0 re' ci nIA m Oc 0 b O Nn n 7098.80 7151.6 7151.62 7268.3 h N n ori N ) NN n r 7355.73 7390.0 [390.04i J 7408.21 7438.1 L 7438.0fi 7469.8 J 7469.78 7572.7 W b N nN m nn m 0 O m O NM N wb N m If ND torn nn N V N 7642.65 7694.5 7694.55 7798.1) O tl nM n M O O N NM nN M d O m 8034.34 8060.0 1(1 O O OO m c.:1 b m 8062.70 8040.8 8040.77 _ 8027.7) 8027.68 7984.0 7984.04 7923.7) 7923.73 7885.8 M m in CO m nN O n 7978.64 8146.9 O N D Q m N 4 0 O M MV mm m N m n n 0 N y M < CO 8431.48 8422.3 < M N N Y m 0 N) CO 8393.84 8347.9 n N n Q MN m N CO m CO 8298.19 8265.0 8264.96 8246.2 N b Q N CO 1O O mm O N co 8185.04 8169.1 8169.08 8124.2 8124.18 8131.8 6131.84 8116.2 O N b - m N T O m IG MT P O 3990+00 3992+50 3995+00 3997+50 4000+00 4002+50 4005+00 4007+50 4010+00 4012+50 4015+00 4017+50 4020+00 4022+50 4025+00 4027+50 4030+00 4032+50 4035+00 4037+50 4040+00 4042+50 4045+00 4047+50 4050+00 4052+50 4055+00 4057+50 4060+00 4062+50 4065+00 4067+50 4070+00 4072+50 4075+00 4077+50 4080+00 4082+50 4085+00 4087+50 4090+00 4092+50 4095+00 4097+50 4100+00 4102+50 4105+00 4107+50 4110+00 4112+50 4115+00 4117+50 4120+00 4122+50 4125+00 4127+50 4130+00 4132+50 4135+00 4137+50 4140+00 4142+50 4145+00 8400- 8350- 8300- 8250- 8200- 8150- 8100- 8050- 8000- 7950- 7900- 7850- 7800- 7750- 7700- 7650- 7600- 7550- 7500- 7450- 7400- 7350- 7300- 7250- 7200- 7150- 7100- 7050- 7000- 6950- 6900- 6850— �e rei O O 00 00 V O 00 n 0i m O co N O co cO Ler O 00 N 00 0 O O N m M O N CO O CO r O m m n 0' W a CI m m n O 00 m 4 W r W N co r m 00 r O O CO n co n coco r m 00 r m coCO co N r 00 N 01 0 r M O 00 M n r n n O 00 r m COO n co O 00 e M r co N O r N m n 0i O e n Lri co n m O co N 06 N r r O N n m 00 r m CO O CV n M d 0- 00 N CO 0 V r o rn rn M r 0 M n M N co n CO M n O n N M r b Q M n O CVM r 4i oi M r n M n n n N M n O n N M 0 n 19 r a CO NC co N r b N n a N n V N rc n N r ro m r7 - CO CO co 0' to m n to O n v m N.r V CO n e ID n ni b O r o e n O Co O r m M n n n N ODN n N N r N N n N N n O M r 0 44 M n O n N n N op O n 0 O n CO 0 n N O r Q O r a O n co idM n N M n N n O ui Q n M n ID N M n n cO n b O nlr N O 0- 00 O r M O r N N O r N 0 n N O n 4145+00 4147+50 4150+00 4152+50 4155+00 4157+50 4160+00 4162+50 4165+00 4167+50 4170+00 4172+50 4175+00 4177+50 4180+00 4182+50 4185+00 4187+50 4190+00 4192+50 4195+00 4197+50 4200+00 4202+50 4205+00 4207+50 4210+00 4212+50 4215+00 4217+50 4220+00 4222+50 4225+00 4227+50 4230+00 4232+50 4235+00 4237+50 4240+00 4242+50 4245+00 4247+50 4250+00 4252+50 4255+00 4257+50 4260+00 4262+50 4265+00 4267+50 4270+00 4272+50 4275+00 4277+50 4280+00 4282+50 42 FILE NAME: jld\\J:\Dota\8393GGF\dwg\8393R0UFING_JLD_REROUTE 2.dwg 04 AUG 11 ENVIRONMENTAL WETLAND/WATERBODY WEST EVACUATION CREEK COE47t WESI EVACUATION CREEK UNNAMED DRAINAGE WEST EVACUATION CREEK UNNAMED DRAINAGE COE-113 COE-174 COE-175 COE-176 CROSSING. METHOD OPEN -CUT OPEN -CUT OPEN -CUT OPEN -CUT OPEN -CUT DEFLECTION AN&L.E MONITORING REQUIRED Wasatch F"me5onwith Ohio Creek Coopels Hawk 8/15) BIOLOGICAL CONSTRAINTS (2/15 Unknown Raptor (2/15 BMS) GEO-HAZARDS _ SITE-SPECIFIC PLAN PT # DEFL. ANGLE LT/RT SEED MIX PI 590 5°37'51" RT SECTION 17 SECTION 8 SECTION 8 SECTION 5 SECTION 6 PI 591 20°40'39" LT ei CRIPPLE COWBOY BLM CRIPPLE COWBOY CRIPPLE COWBOY BLM PI 592 1°43'40" RT Z K (6,040.37 L.F.) (1,364.19 L.F.) (4,589.64 L.F.) (2,901.21 L.F.) (1,201.71 L.F.) PI 593 3'16'21" LT 0 2149-214-00-005 2147-312-00-960 2149-214-00-005 2149-214-00-005 2147-312-00-960 PI 594 1'30'58" RT ALISN"ENT PI 595 7°13'13" RT ter, w w 3 3 w 3 3 3 3 3 3 3 3 g PI 596 45°03'02" RT 3 3 3 st +1 ; in i-,-. O O 1- 73107 O m M h N OD h in T. M uD In in N in N in 1-- in N in OD in i- a) in O N PI 597 52°09'55" LT a U) M i) - O In In M M M O M N O N a O h a - 0 Ln Ln a N - a .- --o in a M - N N M u) in - Do ,- o r- In n i' co in r o N o o in d in to in in in in in to rn N r N rn in r N PI 598 44'59'32" LT 0 N 0 N7; - in O O O t - O a N N In O - N n MLO U7 LC) to 0 Ln rO in in a in U) In N O N N O N to h to to h Q) to In. N M b to to to b f0 !T c. M to 00 In h In N W b In t, N d" 4 4PI Oa t� 599 38°16'58" RT N - rn M M M N - M 03 a M M N N h N a N - - - M - N 04 N - N h N N h a N .-- - z z z z z z z z z z z z z z z z z z z z z z ZZ z z z z z z z z z z z z z z z z PI 600 7'35'56" RT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • _ PI 601 5'03'35" RT n, rri PI 602 2'20'24" RT _N + PI 603 2'24'11" RT o n PI 604 45°01'38" LT ,^ 0J 0 N O a M LOO h M a 00 N a h 0 ro M O + 0D h M M O 0 CO 0) Ma 0a 03 .- NIP, CO OD CO C3)in CO LOU- Ni DD r 0/ U) 4-00 4 -In Cr, a r N N N N In aD a a COM 00 O N - M QUO 0)0) 010 N 0 o N O) 0) a PI 605 44'33'38" RT ± 00 .,4g-, O O ,+ 00 NrnIA CO -00 M O 00 - -Mmin h M .- ✓(0 co 00 -O-Mh co N.a.M 01 O'- 00) OO,.,00t, min0 in h 0) 01 c0 N ^ m U) ^-m N N o, O) NCOO1N h1-141Lc)h co- co M'l0o a 0) M N CO *CO 1' 0000N1n O Min In NO) h0O rnON'ON[o 00N 0) N In h - 0) + + w+e+ o++ PI 606 13'10'16" LT < + V- + + < ++++ +10+ -I-t t t +1010+ t t i- t ¢ ++pmt +' N+ t +t -I- -I- +++mromy �j + + + d: + IL') mp) N a h CO C))q0 NopM In CO T O nerd- 700 N N Na ohMMCO cV *NI a 0)0) CON FE. 1"-..0 0to n-- 00 c, a N OLE .° MM- M MM mMM.. M M M m M m N 6 OJ O O) i.i OO)01a0M Opo O MO O ¢ NNN rn17ya1') N d- as to Inn c0c0 Maa lnh OD N 0) O P 607 13°44'37" RT aCOti as aN U'na M M '.. N N N N NNN MM M M M tor- M M M M MM 1- ,+ t- M Z MM M 147 - M MM m MM MMa �) MM t M m rn ,- t + ND el- + + a wad fr v �� ;d + +v d �ww� + a v) +� w� p e<ra;we a� a e ea- + ea aa..Ww1-+wee o a + a a- CO M it `_' M O eta00, PI 608 18'03'19" RT R r ¢ 2 w O Z O Z o Z Z N Z Z Z .. QZZW�? M Obi e a < w 4 wow 4 4 w 444w4a bw4 4 ab 4 4 bwwb v a< J ...1.4.1 ...:4 w4 00 bdww4 QwirQ 4 Q4 'a 44 QQRwwwaw 44 a 4 a Q 4 am O PI 609 28'04'32" RT H (LH H H H H H a i- 1-0_1- I- H I- I- I- a 0 H I- H I- H a I- I- I- a s I- H I- I- HI- HI- H H a s a I- I- 1- I- I- Y I:i Li o o to also N CO o VI V)Nalnw OE VI Ch ,;;In (n to onto w In (!1 v)co FL U)Watt cn V)oOV). In coo 61 001ln(nOaaol;iaV)N v). w in o •i- cJ to S S U o m l a S� O >0060 F c: a PI 610 31'25'00" LT I-KOJLC; I I I I LE: ENTERPRISE PRODUCTS INC. WEP II 16" PIPELINE w CO SECTION 5, 6, 8, 17, T5S, R103W o GARFIELD COUNTY, COLORADO F //drpey a MS 0 - z z O = O W-= N M 2 ‘..1- to cOWhz room O z- N M aooln z coh LJ OOzO) w0 UJ �NwwM a=pIn (0 h00 < 00 -NOww=zw net N z l0 h Ln I;) ,- 00 a a a, a,cr O) O) Cr O)01-0) ca'a O O O O O --O 00 OO a - -aa- -- N NNa--a--NN N N N 0 N w aMw w a L% Bio �O z o PI 611 2°20'47" LT 0. M u7 M M In MaM MaM CO �Lo CO O Loaaco OO m co Oco��co cowaco co Coco mcoaaaul qaa LOO to to co c0 0 O = O _ mO - - 0 - --m- -m_ _ O_ _ _ -mm- 0 _- J 0_ m et O > >�- 0 �mmOom=__ -1 O J� gym_ o_ EL a s d as a a as da a a a a PI 612 45°12'57" RT a a LL a a a a s a a a a a a as o a a a as v u PI 613 4T24'47" LT ,Ell 4.. >+4 is • s: x - - _ '>; � :+. }, r. • r...- PI 614 45'02'37" RT scri'Ai J -.. ,- - - � .} ^ ,L •R P 615 50°48'12° LT ._... �.. .. � :: ..... ...._.. ._ .. ... : .,y :. 'i:.. .gyp .. - - ., ., .k . 4 ... - _`_ a �, :�. .'z h . 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'71r..'•+.Y�1I J _ta•". ti. 1iri .. ,I �. 1. 1 t �. '4_ � ti. .ti - 1 '.-V.r ir •e - '�.a, •�' /y]�J'J,`' • \ i`S,\. _ _♦�• •\f i4 .`w:. a' •� a -, .t - '` .. ft �' S�jY. :J_. - S� 1i_ � \t.• . \. r CONSTRUCTION EDGE ,.. r. terprise Products ' pr, AROONEY ENGINEERING INC. 12201 E. ARAPAHOE RD., #C-10 CENTENNIAL, CO 80112 I (303) 792-5911 PROFILE VIEW 7250 1n m SCALE: HORZ. 1" = 500' VERT. 1" = 250' 7200 to 41 + sh _ 01 N 7150 � MM as - a N * ON WM I 0 L4 ?s M�c� V 7050- ,n � ~ as a 4 12I a LI LJ =2 r ro etc rib romo rE DI 7000 ,i a _-_--- P.+ ._�_- - oo or LA a a dd rc n 'a Qatii,na 6950- w V ro o + - °' L—_�_�_�___�-� _ -_ o� mm c o '.1 4 a m ii om IQJ I¢� oGIL01-4-u <zzoo'z 0wJrw'Om— N °+ DI 6900 U a ,It w 6_ m a m NN,) + +' ,"n' m -..✓ "-z_-___ ---_---- - mm '[& iii a z aaaa o... o.ac��3 m v a 6850- 0 •Sr—n 6800 W. a J a W J a c2 i z two' _ EcTiC'•' �mmpom Z a i Of 6750- O o ct w a a m Li a 1�--�_-___---_-__ o 6700 —�I m La x L w ca --�' `----- 6650 o w 0 m m V 6600 6550- a) M 0 Y a y n0 n m N - I': m N m 0 O N - n n- M 0 ^ O N•0 O n n N M • n ^ N O o n n n M • n 0 '- 0 n m N a • 0 0 0 m 0 m m 0 M N • m M m o, 0 m m m N a M M♦♦„1 m n 0 m m m O M n m 0 m m a) ^ e- O t0 M 0 a [p m N • O < M a 0 m m m In • O m a M 0 m ,O 0 O a • m n M N 0, a ,O .0 y m n t9 N - m- a to m O id n O 0, a' m m Y • ,n O O O 0 �' m 0 - • a0 O, O m m O1 m 0 h O O, to 0 m m e t0 M •Q, •- 0 O 0 m m 4, m •- O O 0 a tp IG n a M O m m a' m m M a M Y m n co °) m m y Oco y < n m co m m d n M U, m N co m u m n a •m n o a m m m m M h r- t[, e a co m e t0 ,an '- •,n •- e M- co m m 0 tn0 N N M N co m to m H t N • 'n N - m- as m 4, Y m' M M O m m to 10 r O ,/f • m O 0 n m m^ .0 T ' 10 O 0 �, n ,O e^ m • O W 0 n 4, m^ b O O m W n .D u^ o M o • a n n n m m^ M n s ^ n N n m^ 0 ,� 0 n 0' t0 M n m to 0 O, m n Q I0 ^ to .0 W^ co • O Y O n ^ m^ 4, - ,N., N O '4 • ,o ^ Zr- M N 4 M n n e^ m^ 0 m y O • O N N- n m u^ m m b m m M ,Mj) 0 O, M M ^ n a s 'A �- O O O O O n- n n 'o m^ m^ m^ to m 0 0 :O m m N • M o O n ^ t0 10 m M M O O 0 m ^ ,O r0 N 0 • T a 0 0 (0 'O to IG M s m 0 m ,o m e 0 M 0 O, M m m m m m m N M • O m n m m ,a m N M m N n n (0 m m IO M e- n m m to t0 m a O _ m m to m to O O, n m m m ,O m q O n m 4, 4275+00 4277+50 4280+00 4282+50 4285+00 4287+50 4290+00 4292+50 4295+00 4297+50 4300+00 4302+50 4305+00 4307+50 4310+00 4312+50 4315+00 4317+50 4320+00 4322+50 4325+00 4327+50 4330+00 4332+50 4335+00 4337+50 4340+00 4342+50 4345+00 4347+50 4350+00 4352+50 4355+00 4357+50 4360+00 4362+50 4365+00 4367+50 4370+00 4372+50 4375+00 4377+50 4380+00 4382+50 4385+00 4387+50 4390+00 4392+50 4395+00 4397+50 4400+00 4402+50 4405+00 4407+50 4410+00 4412+50 4• 7 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ft N --II W + t t Ln 03 In h O 00 O) e4 N 01 + + + + + + + + + + + O rn O Ln M to 04 Ln a In O) O O O in O N O M O a e4 M M M M _ra a to 1'U.___.� M M el-el - + + + + + + + + + + + + + + O c0 In 0) In O In h In O In In In h O O) 0 In O c0 O o0 O O 0 M M M M M to _ID M J3L n_ 0 S l _ - 7 S L Ti S L 1 S L 1 f L 1 f L 1 Ti r L Ti f I 1 S L 1 1 r L 1 S I Ti r L 7 S I Ti r I 1 r ILI F 1--- TO \ / �I JW /�/>\/\//\\//\\ TUA-716.77-N \/\/ /\/ 83,800 sqft T \/\\/\/\/\\'/\\/\/ /\/\/\ \ / /. \ \ \ \ \ \ \ \ /_ / J\\�\�/j�T\/j /� \ \ \ \\�/j�/j� SURVEY 4+36.24 Reduce ROW 25' Reduce 5ROW745'� STA:4369+38.54 Reduce ROW 50' - STA4369+78.70 Reduce ROW 50' I Q TUA-716.87-W 270,200 sqft \ j\\ TUA-717.13-W 174,300 sqft r-- PIPE DATA PIPEDASA O = EA -•i W PREPARED BY ROONEY N 0+ a ENGINEERING INC. Ir/ Z O O+ 3 3 •� 'T •� S T T 3 N< 0 OM Orn Oa Oa, ON O0 On 00 00 Om O Oto m0 mN M co W) mM m0 mDa m•O ma- m Z0 m0 0+ _1 J} J+ J+ J+ J+ J} J+ J+ J+ J+ O+ J} a -I 'S 'x N M OM 0t- en P. m0 0+ N J+ J+ a M () to Ce N N Zm m0 JJ bO m O} J} W+ PIPE DATA NOTES 1d p W Q p 0 Z i3 HDD Z 0d Urll 16" X 0.312'1Y.T. OC API 5L PSL 2. X-60, ERW, DRL, w/12-14 9 MILS FBE m <0) V aN G F WF 0:40 W f3N W m Nr VI a 0 W (9M a W N EV N to ® O W 0 (7M ,t -W N I-;I- cn a coal N W L7M it W N oar VI M M W C9M a W V) in cn ern M W LJM .f W„ N t- d'r a (ill .4-W (.7 W N i0 M N N W N ✓Nj f.'!M .� U) N F-LIQ- M .d- W LSM .1- t- W N ® n W LOM .t W N I. �Fa- Eiillii, m 1�-a�a11 a 1n F WH WAr aH Wa' N Tn Ili, N Zp ]¢ la- Ufn ® OC a W W to Or N N lel'0 < W N hi- IF it) M n ® V Z`r aHa- UN rn OC 'O I1<.. a W- V W U', d vii Ili, 1&...V V W -e y N m d W 111 1. CP TEST STATIONS TO ALSO BE INSTALLED AT CROSSINGS.ALL AND ENTERPRISE PIPELINE Y IC W16" 3 x PSL 2, w/ 12-14 40 MILS 0.500 W.T. API 5L 16" x 0.500" X-60, ERW, DRL, PSL 2, X-60, MILS FOE & w/ 12-14 ARO W.T. API 5L 16' X 0.312"W.T. API 5L PSL 2, X-60, 16 x 0.500" ERW, DRL, ERW, DRL w/12-14 MILS FBE PSL 2, X-60, MILS FBE w/ 12-14 10' SPACING 300' SPACING 300' W.T. API 5L 6" x 0.500° ERW, DRL, PSL 2. X-60. MILS FBE w/ 12-14 SPACING W.T. API 5L ERW. DRL. MILS FBE 75' SPACING 150' SPACING W Z p DB D6 DB DB DB DB DB DB pg DB 4285+30 TO 4303+00 4304+00 TO 4308+00 4326+40 TO 4351+00 4372+72 TO 4375+82 4381+62 TO 4385+92 ag LAND USE / DEPTH OF COVER 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET SCALE: V 1l' = 500 BILL OF MATERIALS NOTES REFERENCE DRAWIN&S REVISIONS LEGEND DATE: 3/5/2012 ITEM PIPE DESCRIPTION ENG) QUANTITY (ROONEY NOTES: 1 STAnoNING IS BASED ON HORIZONTAL DISTANCES. 02757 -PIPE -2001 - MCANDREWS LAKE LANDSLIDE HDD EXISTING ENTERPRISE II-11�II� 2. ROONEY ENG NEERING. INC. INC. AND JFC ENGINEERS AND PIPELINES, OR THIRD PARTY SUBSURFACE OR$ ARE NOT RESPONSIBLE FOR THE LOCATION OF FORE GN UnOF G - SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE c�pa TEMPORARY USE AREA 0 SECTION CORNER ��ut1 16" X 0.312 W.T. API SL PSL 2, X-60, ERW, DRL, W 12 14 MILS FBE / 12,291' URE$ MATiON ED WITHOUT LIABIIM OIJ THE PART OF ROONEY ENGINEERING, INC. OR EPCO, INC. AND JFC ON THESE ALICNNENT SHEENS. THE INFORMATION SHOWN HEREIN IS R THEE EXISTING FOREIGN PROJECT NO: 8470-11S 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 150' ENGINE ANO SUR\ED ENGINEERS SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTAH ONE -CALL AT 811 OR 1-800-882-4111 AND THE COLORADO ONE -CALL AT 811. E - EXISTING GROUND O 1 4 CORNER / BURIED PIPELINE EXISTING FOREIGN 3 16" X 0.5001W.T. API 5L PSL 2, X-60, ERW, ORL, w/12-14 MILS FBE & 40 MILS ARO 1059' 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988 E 2339287.810 5. HORIZONTAL DATUM: NAD83 G SECTION LINES 0 SURVEYED PI'S CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION SHEET NO: �C V1 4 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312' W.T.) MSS SP -75, WPHY-60 12 CENTERUNE SURVEY -•—•- OVERHEAD ELECTRIC • WELL CENTER 5 ELBOW, 90', 3D SEGMENTABLE, SCH 20 (0.312 fu.) MSS 9-75, WPHY-60 4 — - - BARRED TEE OC OPEN CUT — RIGHT-OF-WAY - DRAINAGE DITCH -0POWER POLE -X— EXISTING FENCE IIIII RAILROAD I'l EXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER c_IMPROVED ROAD n GUARD RAIL = . RIGHT-OF-WAY MONUMENT - G.. TWO TRACK ROAD X -- EXISTING FENCE - OWNERSHIP BOUNDARY FILE NAME: jld\\J:\Data\8393GGF\dwg\8393R0U ING_JLD_REROUTE 2.dwg 04 AUG i ENVIRONMENTAL UNNAMED DRAINAGE WETLAND/WATERBODY coE-IR4 1 PROJECT TITLE: ENTERPRISE PRODUCTS INC. 1515 NINTH STREET W EP 1116" PIPELINE h a %/OOp ENGINEERSROCK SPR/NGS, WY 82901 oealPHONE 307) 362 7519 SECTION 5, 6, T5S, R103W & SECTION 30, 31, T4S, R103W�FQX 307) 362-7569 GARFILED COUNTY & RIO BLANCO COUNTY. COLORADO = ( /SIIRVEYORS hff /(10fr-wwn 1 CROSSING METHOD OPEN -CUT MONITORING REQUIRED Unknown Raptor 8/15) BIOLOGICAL CONSTRAINTS (2/15 - GEO-HAZARDS SITE-SPECIFIC PLAN SEED MIX e w I SECTION 5 CRIPPLE COWBOY (2,901.21 L.F.) 2149-214-00-005 SECTION 6 BLM (1,201.71 LF.) 2147-312-00-960 SECTION 6 CRIPPLE COWBOY (1,278.10 L.F.) 2149-214-00-005 SECTION 31 CRIPPLE COWBOY (2,668.29 L.F.) SECTION 31 BLM (2,665.22 L -F.) SECTION 30 BLM (1,340.68 L.F.) SECTION 30 CRIPPLE COWBOY (2,645.76 L.F.) SECTION 30 BLM (1,356.93 L.F.) PEFL.ECTION A'1 LE s PT # DEFL. 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Reduce ROW f 111 U TU A-720.00- N TUA- 720.62-W 9,200 sqft 40,200 sqft PIPE DATA PREPARED BY ROONEY ENGINEERING 0O'O K INC. 000 + K N pN + Z10 LY O00 N HS ,Ni.a + Zr0 w 0+ �•y+ s00 N NN • ZN O+ o•+) �n N ON ON Zi0 co in OOM oF^ w� wa PIPE DATA NOTES I� CDA LI w Cc 1 aa Ka I N OC ^O QYQ� Ka H r N OCED I^ Q QQM V K� Q I N OC to • F w >a*+ V �Y ILI U LJ vd•"i taav 4 Z� > ce 0 N oc I- to CO of ZHt o i7 0 oc a �' e Lie cc N N a 0 wa N N a ® 0 ® W 1. CP TEST STATIONS TO ALSO BE INSTALLED AT W ALL FOREIGN AND ENTERPRISE PIPELINE CROSSINGS. 0_ IIn ` 2 P 16" X 0.312"W.T. API SL PSL 2, X-646" x 0.500" ERW, DRE, w 12-14 MILS FBE / PSL 2, X-60, w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRE, PSL 2, X-60, MILS FBE w/ 12-14 W.T. API 5L 16" x 0.500" ERW, DRE, PSL 2. X-60, MILS FBE w/ 12-14 As DB W.T. API 5L ® FOR PIP ERW, DRE, SEE DWG. MILS FBE 0 300' A CING DB 300' A4424+82 O 16" x 0.500" NG PLAN 50264 -PIPE -4500 PSL 2. X-60, w/ 12-14 W.I.AP 5L 16" x 0.500" ERW, DRL, PSL 2. X-60, MILS FBE w/ 12-14 W.T. API 5L ERW. DRL, MILS FBE J ' ` w _ 3 X I DB 4413+82 TO300' DB DB 4426+42CING 4423+92 TOCING TOA4428+42 DB DB 4429+92 TOCING 21+42 DB 4435+42 LAND USE / DEPTH OF COVER 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 6 FEET 3 FEET 16 FEET I 3 FEET 6 FEET 3 FEET SILL OF MATERIALS NOTES REFERENCE DRAWINGS REVISIONS LEGEND PIPE DESCRIPTION (ROONEY ENG) QUANTITY ITEM NOTES: HORIZONTAL 1. STATIONING IS BASED ON HORIZONTAL DISTANCES. 50264 -PIPE -4500 - MOV GATE AND CHECK VALVE PIPING PLAN EXISTING ENTERPRISE II 2. ROONEY ENGINEERING, INC. INC. AND JFC ENGINEERS AND SURVEYORS ARE NOT RESPONSIBLE FOR THE LOCATION OF FORE GNU LOES. PIPELINES, OR THIRD PARTY SUBSURFACE a - SEGMENTABLE ELBOW BOR CONVENTIONAL BORE BURIED PIPELINE -IMI: TEMPORARY USE AREA SECTION CORNER ��''=r 1 16" X 0.312"W.T. API 5L PSL 2, X-60, ERW, DRE, w/12-14 MILS FBE 12,640' URES ON THESE ALICNNENT UMW INFORMATION SHOWN HEREIN IS ED WITHOUT LIABIIM ON THE PART OF ROONEY ENGINEERING, INC. OR EPCO, INC. AND JR EXISTING FOREIGN 2 16" X 0.500"W.T. API 5L PSL 2, X-60, ERW, DRL, w/12-14 MILS FBE 360' ENGINE ANO SURVEYORS REIN, ENGINEERS SURVEYORS FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTAH ONE -CALL AT 811 OR 1-800-882-4111 AND THE COLORADO ONE -CALL AT 811. p - EXISTING GROUND as 1 4 CORNER / BURIED PIPELINE EXISTING FOREIGN 3 ELBOW, 45', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP -75, WPHY-60 1 4. COORDINATE SYSTEM: UTAH STATE PLANE CENTRAL ZONE (US FEET), GROUND SCALE FACTOR: 1.0003453742 AT N: 6894362.988E 2339287.810 5. HORIZONTAL DATUM: NA083 G SECTION LINES 0 SURVEYED PIIS CP CATHODIC PROTECTION HDD DIRECTIONAL DRILL EXPOSED PIPELINE TEST STATION 4 ELBOW, 90', 3D SEGMENTABLE, SCH 20 (0.312" W.T.) MSS SP 75, WPHY-60 1 CENTERLINE SURVEY --• - OVERHEAD ELECTRIC • WELL CENTER ® — — RIGHT-OF-WAY - - - DRAINAGE DITCH -0- POWER POLE BARRED TEE OC OPEN CUT -X EXISTING FENCE JIM RAILROAD ® EXISTING MILE MARKER BV BLOCK VALVE DB DITCH BREAKER 4_ IMPROVED ROAD n GUARD RAIL .. RIGHT-OF-WAY MONUMENT I (. TWO TRACK ROAD —x— EXISTING FENCE - - - OWNERSHIP BOUNDARY -1 1