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HomeMy WebLinkAbout1.02 Site PlanSite Plan Ursa Operating Company, Battlement Mesa Partners, and Battlement Mesa Land Investments Pipeline Grading Permit Application Battlement Mesa PUD Phase I OAProject No. 014-1829 D ,syt PARACHUTE, CO 01 I''wate r Creek Hayes Gulch 06 1 3 /08 12" PIPELINE ALIGNMENT Bale tient me PADD. ti Monument ukh urr R PAD By (ME Battlement Cern— ENDPROPOSED 12" z /BEGIN PROPOSED 16'1'9:71 PIPELINE ALIGNMEN _24 LINE LEGEND 19 StoQuarry Gulch J L r 9 TWIN 8" FLEX STEEL WATER PIPELINES THROUGHOUT TO 1 BMC PHASE 1 - 12" & 16" GAS PIPELINES (with Twin 8" Water Pipelines) PLAN & PROFILE 7S R09/5W „PROPOSED 16" PIPELINE ALIGNMENT 20 GENERAL LOCATION MAP SCALE : 1"=2000' Existing 4" Gas Line Existing 6" Gas Line Existing 10" Gas Line Existing 12" Gas Line Existing 16" Gas Line Existing 20" Gas Line Existing 24" Gas Line Existing Gas Line 6"W Existing 6" Water Line 8"W Existing 8" Water Line 12"W Existing 12" Water Line Existing Flow Line Existing 10 -ft Contour Line Existing 2 -ft Contour Line Existing Work Area Existing Telephone Line Existing Fence OE Existing Overhead Electric Existing Guardrail IRR Existing Irrigation Existing Rail Existing Easement Boundary Existing Edge of Road Existing CMP 0 0 -12"c Proposed 12" Gas Pipeline Proposed BMP Line `N 21 SYMBOL LEGEND 0 cOD 3" PVC Riser Power Pole Guy Wire Well Irrigation Riser Abbreviation Legend TYP = Typical ELEC = Electric OE = Overhead Electric EL = Elevation APPROX = Approximate TWA = Temporary Work Area 11 = Invert In 10 = Invert Out TELE = Telephone PED = Pedestal SITUATED IN SECTIONS 17 & 18, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE 6TH P.M. COUNTY OF GARFIELD, STATE OF COLORADO END PROPOSED 12" / BEGIN PROPOSED 16" PIPELINE l 16" PIPELINE 1 N JL it QUANTITY SUMMARY Item Description 1. 12" Pipeline 2. 16" Pipeline per SUA 3. Twin 8" Water Pipeline 4. 24" Steel Casing 5. 36" Steel Casing 6. Silt Fence 7. Soil Erosion Blanket Quantity 4,600 If 8,938 If 18,931 If 1,426 If 350 If 4,934 If 2,060 sq. yds. PROJECT MAP SCALE : 1"=1500' INDEX OF SHEETS 1 2 3 4 5 6 7 8 TITLE SHEET SHEET INDEX MAP PLAN & PROFILE, STA: 1+00 TO 26+00 PLAN & PROFILE, STA: 26+00 TO 46+99.94 (End 12") PLAN & PROFILE, STA: 46+99.94 (Begin 16") TO 78+00 PLAN & PROFILE, STA: 78+00 TO 108+00 PLAN & PROFILE, STA: 108+00 TO 136+37.52 (End Project) DETAILS GENERAL CONSTRUCTION NOTES 1. PIPELINE INSTALLATION, INSPECTION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARDS FOR PIPELINE CONSTRUCTION" ON FILE WITH GARFIELD COUNTY, INCLUDING ALL SUBSEQUENT EDITIONS AND REVISIONS. 2. DISTURBED AREAS SHALL BE SURFACE ROUGHENED AND RESEEDED TO FINAL STABILIZATION IN ACCORDANCE TO THE CONSTRUCTION ACTIVITY PERMIT. 3. ALL SLOPES >_2:1 SHALL HAVE EROSION CONTROL FABRIC INSTALLED AND MAINTAINED UNTIL FINAL SOIL STABILIZATION OCCURS. 4. SALVAGED TOPSOIL FROM THE WORK AREA TO BE STOCKPILED FOR FINAL REVEGETATION. STOCKPILE SHALL BE PROTECTED WITH SILT FENCE AND/OR EROSION LOGS AROUND THE PERIMETER OF THE STOCKPILE. 5. BMP'S SHALL BE USED APPROPRIATELY, MAINTAINED REGULARLY AND REMOVED AT FINAL STABILIZATION. BMP'S SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6. FENCES SHALL BE REMOVED AND REPLACED IN KIND. CONTRACTOR SHALL PRESERVE AND PROTECT FENCING AND UTILITIES THAT ARE ADJACENT TO, BUT NOT IN, THE WORK ZONE. 7 SURVEY INFORMATION PROVIDED BY RIVER VALLEY SURVEY INC. 8. ALL EXISTING UTILITIES TO BE VERIFIED AND LOCATED IN FIELD BY CONTRACTOR BEFORE CONSTRUCTION. ALL EXISTING UTILITIES SHOWN HEREON ARE SHOWN IN APPROXIMATE LOCATION BASED UPON FILES PROVIDED TO MATRIX BY OTHERS. 9. EXACT AMOUNT OF VERTICAL BENDS SHOWN IN PROFILES FOR PIPELINES TO BE DETERMINED BY CONTRACTOR IN FIELD. ENGINEER'S CERTIFICATION THESE PLANS WERE PREPARED UNDER THE REVIEW OF MATRIX DESIGN GROUP, INC. IN CONFORMANCE TO THE GARFIELD COUNTY BUILDING & PLANNING DEPARTMENT - MAJOR GRADING PERMIT APPLICATION SITE PLAN AND EROSION CONTROL REQUIREMENTS, AND WITH THE ADOPTED APPENDIX J GRADING CODE SECTION J104.2. CONSTRUCTION MEANS AND METHODOLOGIES, AS WELL AS ADDITIONAL PERMIT APPLICATION SUPPORTING MATERIALS HAVE BEEN PREPARED BY OTHERS AND ARE NOT CONSIDERED PART OF THIS SITE PLAN CERTIFICATION. GRE z4'N Ei,:T' ER, PE, #36307 PROFESSI. IAL ENGINEER RN. SURVEYORS: RIVER VALLEY SURVEY, INC 110 EAST THIRD STREET, SUITE #213 RIFLE. COLORADO 81650 PHONE: 970-379-7846 FAX: 970-625-5775 ' Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 iiK?Ursa Rangy= River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rine, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Drawn By: Checked By: SEA Date: NO. Date Revision By Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 1 A A \ River Bluff 6,4 \ \ Filing No, 1 Reception#371428 'STA. m*00.00,(6.00; Begin 1121'_,Ffpe' IN.J 4%.,,1+00_-perrn: Es 2+00 PAD B , ,' V / Il%/ /j ///' / /r /� Unplatt ��"J / / / �/ / / / a / / o Battlement Mea Partners / /---:STA:13+50.00;0.00' / / / / / / / / / / / j i l - / / _ J / / _ -Reception #40506 / nd Bore U�tder Road i yY, / / J —' / _ / / / 7 /=r / / — — - Pad B / `/ / / / / / vA / / /_ - / OVERHEAD UT L/ITY f� / L_— : r n ,,,,e,..„, i % f . ✓_ J ` Dist rsi ) �t csmt. \— /i :--- -- Esrmtp_4+OD ._/ StF+ 5+00 �!.6+00_—rel�m. 7+00 / �.8+00 zrr Esmt9+00' 10+00)E; rt. -11+00 f rei12+00 it r - L P.. '� m L E� — — -----7.-- --r�yF .i --/--; -.t. -1r. nsl �s�t. __—ns:. • ESmL — - r / /, / , / /> / 6/0.00' /// - . / " fORQPO13'F�D 12" I / - _ 1 .. i / \ / X/BEGI 1 , /' J U 715 / / PIF1 INE \ ( - / / - , i / / D BORE / 1. Oma / / / / 'b 1 ' O > n I ...� / / / 1/ / 1 i P /- / / �, /, / / 1 I 1 / / ) / ,Jacqueline Ruth -Burke \ C, / / / / / i / I I / / / / - 7 / 950 Big yhorpp‘on Ave. \ ( C/ / / I / /O / / 1 I / / / — i / / Uni 222 ( ''& \ / /0 / / o l 1 / / / / / —Estes Park, CO 80517 — — ` jva. /�' // i / 1 I , / /— / / J / \ CAUTION / / / / / / / U / / / / CRO SING( nst Fsn-a. — / /. / UTILITY CROSSING, CON ' OR\ i , f LF E � ' O CONSTRR JC llttl.�IS e - ------` \ 1 1 STA. 1-3+.90.25, 0.00' 32_-12" Horizontal Brtd TWA z 654' MP 1/YORK AREA (TyVA) I -Const. Const. Esmt. / -,1 I I 1 I \'° 1 \'. \ 4 \(., \ EROPOSED J " \ 1 eI / Jr 1 ' - Irl 1 / 1 i(1 ST/.23+ PIP -EL -NE \\ 4 // t#' %"=f'J� / / ri / i / / I0I / / / 9 1 1/ / I �/ r / / /%j/tom/ / �// / / // i..///:—////�„--- , \— /f\ ..- /0// / / , 7 7 //// / p/ /\——�-, / / / t:�_-/ i/. -' / i f / 7 ! _-/ / 7 / 9 , ._---- / ..,— / Unplatted - Battlement Mesa Partners Reception #4085Q67 / PAD -D-_ / \ / / / CONTRACTOR TO REM VE/REPLACE FENCE CROSSINGS IN-KIND 1 0.001 orizo�6, ntal Bend 1 1 1 " lI / r / / ,sl /'! — ` 5 I f. / — -ilk-—II +7 1 / I I / / tb '1 / — ' ,, ------\ 1 I 1 / 0 ��\ \\ 111eo1� r1 / N \` \ i \ , Y i__ i 1 0 0 a 0 — - Parcell -2 — ) 58.47 Acrest i 7 PROPOSED 12" PIPELINE 0 0 / 0 47 Willow Creek Section 2 Reception #322310 0 0 / / / PLAN VIEW - 12" PIPELINE STA: 1+00 to 26+00 M STA:1+00 to 2+11.55 RIVER BLUFF FILING NO. 1 STA:2+11.55 to 12+22.04 BATTLEMENT MESA PARTNERS e N N N _25' 50' Construction Easement Cd i `3 CONTRACTOR -TO - -� REMOVE/REPLACE FENCE CROSSINGS IN-KIND X OO,t 1\ � \ • t--1 r -I STA12+22.04 to 13+57.51 COUNTY RD 307 Center of Pipeline. 25' 5225 5220 5215 5210 5205 5200 5195 5190 5185 5180 - 5175 5170 5165 5160 5155 5150 5145 5140 - 5135 5130 5125 5120 5115 5110 5105 5100 5095 5090 5085 5080 . 5075 5070 5065 5060 5055 BORE LOCATION 1 -ANCE _ITAL BORE DISTANCE . 1 426 LF r 1 1 L STA:13+57.51 to 26+00 BATTLEMENT MESA PARTNERS 75' STA:17+00 to 20+50 Temporary Work Area 50' Construction Easement 25' 75' 27- 5335 5330 ❑ z 0 tj- J J 1 - e POSED 12 STEEL PIPE / BORING 00 t--1-‘711:4 N Z r N a 12 0 I -_O z F -H to X- n-tu EXI, Z: w m co J lf'7 Q CO Z co co ON 2' H 0 r. N .-rCL O• +0 + N 3 UJ — zz wPROPOSED 12" STEEL PIPE 7- - /i - 5325 -I_ 5320 �-= 5315 _ ---H! 5310 CO N-- 5305 Q-- 5300 5295 U)f 5290 Z 5285 J = - 5280 U - 5275 Q5270 — 5265 5260 5255 5250 5245 w- S 0 .. w z - l m / / HORIZ SCALE: 1: -VERT SCALE: 1: 100- 0 5240 5235 5230 5225 5220 5215 5210 5205 5200 5195 5190 5185 5180 5175 5170 tcS 100 to to STA: 1+00 to 26+00 100 200 SCALE IN FEET ORIGINAL SCALE 14+00 15+00 16+00 to h 17+00 18+00 19+00 20+00 N h 21+00 to 22+00 to 23+00 24+00 25+00 26+00 5165 / 7 0 Ursa Operating Company LLC 1050 17th St., Ste 2400 Ursaimat Denver, Colorado 80265 Ph: (720) 508-8350 River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Drawn By: Checked By: SEA Date: Computer File: 06011 NO. Date Revision By Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 3 A 0 N 0+ C' .,N f--7\ \ f � \ ') \ STA. i CE \ID 3 / ---.. 0 _7 H / cC //\ ,\- Parcell -2_ i ' 58.47 Acrest i - CONTRACTOR TO REMOVE/REPLACE FENCE \ r CROSSINGS IN-KIND 9+80 0,00' 0,00' 1 end 1'42 _791,0.000' CORACTO5 HO O CTI n 33+ 0 UTILITY,9 ZSS - 1 IELD VER POT OR ���� O ELE1VATIO Ry CONS c* 30+00 —Perm, 31-F00_ _ 32+00 Perm i•!!lt 1 tsf r � \ PROPM Parcel 2-2 58.47 Acrest PIPEfE'( SEE RIGHT z - if Willow Creek Seiogp 2 Receptionn32310 f Ii 0 pTA.95+87.110. 0 73° 12"jIIorizontal/BE 0'x50' Val 0 0 is 1\\ 36+00 37+06th •+00 SF\ -' 0 0 /I 9 I 1 I0 0 011 Iss 1 39+00, STA. 35+ 8°-12" Horl 1\f erm srn . n t E=ml. oal Bend SED t2" IQIPELINE I \ \ 1!� \ I I 1 / Valley View Village: 4 \ \ ,\ \ v 1 \ v v \ \ -.als\ \ \ 1 \ 1 \ \ \ I \ \ 1 ) \ \ I 1 \ 1 1 1 / I i J Reception #6430 4 � r r 7----- / F / ( SF .sm e y Ec fir— w� ,V~c'`T weir:.� .,ASF �I I 42+00_x, 43+00 44+00. 45+00 n. Esmt. 46+n,j — 471 00 1--ermm net. Esm! STA. 46+99.94, 0.00' END 12" PIPELINE BEGIN 16" PIPELINE PROPOSED 12" PIPELINE F; s irSf 1r, ^ w. 40+00 \ seri 41+00 I ep , rre. � CONTRACTOR TO REMOVE/REPLACE1 FENCE CROSSING IN-KIND ',Parcel 2-2 \ 58.47 Acres=_ e m, Const. Esm P erm. sm . const. Esr t. - CONTRACTOR TO REMOVE/REPLACE FENCE CROSSING IN-KIND SEE LEFT PLAN VIEW - 12" PIPELINE STA: 26+00 to 46+99.94 (END 12") L MATCH LI N E STA. 46+99.94 0 STA:26+00 to 46+99.94 BATTLEMENT MESA PARTNERS 25' 50' Construction Easement 50' Construction Easement 25' Center of Pipeline. 25' 5395 CO 1— C -1 I- E - 5390_ - yMt 5385 ll. ❑ 5380 w �_- w N — nir co co 5375 wm 5370 dW z LC) C o COCO m- i- p c ---LC). U 5365 Q6 0w��tr GO m 5360 O = CO twi 5355 w ce z w 4D _ -z- 5350 z rnmcicco — V < N 0. •7 � �_t w- Mtn J Cr --- �� --�. 5345— — a M� ���tY rnO +Z+U -¢� �- — •O f r -1- Z ' � +U cn _ — PR(�POSFI�17" 5340= rnOc9,t1r + 0 < ce w IZ -zr� STEEL PIPE ��-% _ _ � � 5335 = _ Q < 7 m d .Z CO22-r-- eo Hw - 11•11=11....---" �� /s 7 w PROPOSED . z STEEL ~m-¢- PIPE 12" Lo LL- 1—Zw ra u 5330 Z - e i- EXIS LING GRADE CL PIP 5325 `���� 'r _ =__ =� - ��= - 5320 5315 5310 ; + S° =' IT.O U w Li_ — - - .. J '� n• •- Uisesrl... t! + 1 � �s� Le• -1,. 5305 r Z 5300 � 5295 5290 -• ji W s a.— 5285 — . 2— c 5280 —(/)cin 5J _ _ 5275 —III - .-: 1—_ 5270 1010 Q= -1 =_ y 5265 2. 5260=� 5255 --ict / TORR ALE. 1.1 �I VERT SCALE: 1:20 5 5 5250 t Q h V� c5 Q� �S y�� 6 't5 p 'eF Oh �S nw 'r5 O wh +�S N ^xn `+5 q' h +<S. �i �5 � v5 k � '�S �u o � K ce vi 5324.07 V � v5 M� �t5 h h h a �G .. h h 'a h v51 c.� �f A4 h (h h O nay v5 '�'n 't `fin M ,, a51 n N o M t i N h 15378381 0 5385.471 538665 v� 0 � t ^N ^ 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 STA: 26+00 to 46+99.94 (End 121 100 o 100 40+00 rrUrsa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 200 Ph: (720) 508-8350 ■____ U1 S c?=aAnNG COMPANY 41+00 42+00 43+00 44+00 45+00 46+00 47+00 r SEE SHEET 5 5465 5460 5455 5450 5445 5440 5435 5430 5425 5420 5415 5410 5405 5400 5395 5390 5385 5380 5375 5370 5365 5360 5355 5350 5345 5340 5335 5330 5325 5320 co 4 SCALE IN FEET ORIGINAL SCALE Drawn By: NO. Date Revision By Checked By: SEA River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: Computer File: 06011 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 4 A 1. N - ��-� JL ree / \ 75'x400' O r ' N \ STA. 61+50.23, 0:00' ` / / \ / ( 1 \ 87°-16" Horizontal Bend 1 \ \ / 0) ( N. 7/'\ \ i/ / \ 1 \ - // /' \ \ I /� TEMP WORK AREA (TWA) l STA. 79+98.23, 0.00' l \ / / / = \ / • / 62°-16" Horizontal Bend \ / \ STA. 61+51.73, 0.00 •�i' \,\ PROPOSED 12" / / -PIPELINE \ `- ���/ / � 7-� I 1 CO 1— 7 \ Monument Creek Village UTILITY CROSSING, CONTRACTOR TO - —Q STA. 46+99.94�h00' \ i IFIELD VERIFY AN POTHOLE ELEVATIONS END 12" PIPE)`I E 1 l Filing 4 Q / i / f� Reception #368452 PRIOR TO CONSTRUCTION 4 e BEGIN 16" PI ELINE �' R A. 52+28.25, '9.00' 1 \ - \ N ' \ �. O dBATTLEMENT = l O 1 r \ \ oo UNPLATTED +' MESA PUD 1 MATCH L I N E \ IL �S'TA. 78+00 TA. 61+87.35, 0.00' 4 ��: - _ -- �---C \ - 'Reception #333476 ic W W 41°-16" Horizontai\Bend \ \ �; � \ ` .',0 J�= ~ tility Easement Edd Bore Under Road; - ,`a\� :6�, 0- o \ p \ SEE SHEET 6 , + % \ I \ v _ _ \ eception #370148 I /• j; t\ `x00 - _- 1 Pro Bounda \ STA: 59+76.0(3, 0.00' . �I//:'\\ - rY45 16HozontIBend 5F- 'er+55+00 k\ C !CO ~ �' Lt_ CV T63+00 1 l \ \ _I/PROPOSED16"/ I / / _ ri.._ W 64+OO;t. Esmt I PIPELINE \ 1 t� Z i hb j �. - —Pen I--t—Es x� —Pern.. eon, 65+00 66+00 II `69+00 / \ 68+ :. O \ -- \ erm t 00_ O ,�B J _ ... , si_ berm �s 67+OO.i. mst Esmt W 9+ /� s \ _ s.11 00 ro sm. Perm. E_.°,P L . Esmt. _N68-.+0074-- .... -X70+00 71+00 72+00 -:-nt --cc . / er!% ,-, -- —m. r N. mm d' / W W erm sm - _ef _ _ .n -Perm. 73+00- mt. -<o�st erm. Esmt 74+00 + 5 00_ -t,�t . __ 1 R '.. ., €:r -- - _: SF \ m . _— Esmt. —7 76+00 —Peri... �—_ 77+ 00 fon . �� \ .� - ._ ,., m sr, . -_,� / t " Q W — — erm sm . - rm. sm _ fi arm. I , O x!�'li.%f \ --- - 0. /% • / W Property dOndaty r C^ ---•erm.r �— eY a� ..L�. �r \ J,s:° �� `h ! STA. 59+37.35, 0:00 — / CO�-. „-- i r E .., r rm_ _ • erm. - ' - - .. y._ // > Op' / Q ^ Vis O, St :S�` y`\�//�h� / < O 0 ,\ \ 9x / / :*., OO `Z< / � / / / / •t \ ` \ \ / _ -- , / Be In�dre.Under Road r ,' / \5^- 5 -PROPOSED 16" 9 ' / / / / - -� - - - PIF ELINE i / I / \ - - _ / / / J / f f �Q I O' = ' " �� 7-5'�C O' -/- %�"- / / . rA..'62+v5.28, 0.00' S TEMp.WORK AREA (TWA ) -7-",----,./ • 4,° . s PR�P03ED 16� ( ) Horizontal Bend tO PIPELINE S / \ - / <C/ ! l / \ / / CO CONTRACTOR TO ; " R�MOVEIREPLACE ,- FENCE CROSSING / IN-KIND i , __ — Sm _ tsm r / ^ PROPOSED 16" - - \ ` Property Boundary o' rt / / �-- \ \ PIPELINE - / \ `,\ \ \ \ / 1 STA. 77+28.88, 0.00\ i l \ r \- " _ i � \ 1 11 �0°-16" Horizontal Bend \ \ / O 4 3 1 \ / ) / \ ^ / \ � - - // / \ 1 / Esmt f /• / / / Monumenjr6eek Village , / O _ / ,P �0 / / _ / i (J W. St. John / / Section 2 " = - e ' / STA. 49+17.28, 0.00' Reception #319920 epti0 - _'� / /far. dle School r �/ / / / /1 r / 1 A r - _ / T I l / I\ / (\� / i / �0°-16" Horizontal Bend - eption #347912 / \C ` / r \ J / // / / / r / � 1 ? 7 \ _ __ - - �` / / PLAN VIEW - 16" PIPELINE STA: 46+99.94 (Begin 16") to 78+00 N a, n STA:46+99.94 to 60+09.57 BATTLEMENT MESA PARTNERS cSTA:61+16.59 to 78+00 c tiBATTLEMENT MESA PUD STA:60+09.57 to 61+16.59 STONE QUARRY RD 25' 50' Construction Easement 50' Construction Easement 25' 25' Center of Pipeline r__ 5 JY:I:J — o✓'00 5450 - .. Z 5550 = 5445' {- m 5545 v=� - Z i J I— - c0 5440 -l'��- Z 5540 o �; w N O i m + 5435 -- -� • _ „ �_.. s �,�. 3" t -G- it -G -- 5535 - - ..� o -N rn U U zel ¢ '„s�:3” tD ¢U . - Q <N 5430 ��j Q5530 - m Z'2- +a"'CO in +z r� �_ _ ..- co - N = + 5425 F - - o 5525 w w „ - w m . co o co ° EXISTING GRADE �- - z rn u_ -to Z �° - to z + Q PROPOS•ED 16" 5420 -t — 5520 + Z H •H z ren m. ., .. = D w rzQl} G2 Vii: v' aO r: col- 5415- n •N 5515 m it a> u°-� co m O t - � EXISTING GRAt1�� �.> a ., (0 LI, _ �i�� 5410 =dirit • = ., . 5510 _+ •- "' ¢ PROPOSED 16"- to x { c7 Q f �� : eae _ ~ 4 H O + �- 5405 Cfl- + ..-: - �.:� IA / 5505 N m --- N�t�=� W =,.. O / w s z 5400 - . . u ��_ _ 5500 i �� �C� _ i �, >© J 5395 5495 @ CL _• .-�� - 5390 �� 5490 - 5385 5485 _ =I= �� _ _el r IIIMIEe..�� J - 5380 a ao s 5480 � w Jr " 5375 _ �� , 5475 ��, �_� .: • T • L : E • ST E .251 F- •5365 ���� ��� � -- 5370 - 5470 MIF-' =Q 5465 5360 r 5460 5355 5455 , 5350 MORE SCALE: 1:100= 5450 5345 T SCA�..E:-0-= 5445 'E lb 5340 5440 atriaLAOL W .p N ce;cc,W h i h <a N. y, b o 6i ^ 4� � c� b co K. �. O M 0 b 4i K. h •h N ^ %. h y, vS h tp Vl ''4 �. _cps w h O N O M y, O Z 'o �. Na- `� Q .�. M Q °3 w 41 w m Ni- N '� �. m h N co N N i N �. H N. K. 6 ka R N pp o, o, �1 M 4 M h w h N '.� R .o ^ @ h h . N 4 h a a •o h h oOo �5 O� g h a A o, h 4O• g h O eO,. g 'a N. M r4 on h h ".tiv ^ h N N. ..Ni, ch h ce h % h O. o h h O CS h h 01 Nt: h h icti 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 STA: 46+99.94 (Begin 16") to 78+00 (Ursa Operating Company LLC Dawn By: NO. Date Revision By Project NO. 1050 17th St., Ste 2400 Prepared For: UI'saI@ U Denver, Colorado 80265 Checked By: 100— 100 200 SEA Ursa Operating Company LLC � Ph: (720) 508-8350 Date: 792 Buckhorn Dr. SCALE IN FEET ORIGINAL SCALE 1!00,7 River ValleySurvey,Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 5 Rifle, Colorado 81650 Computer File: Ph:970-379-7846 Fax:970-625-5775 06011 A 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 5700 5695 5690 5685 5680 5675 5670 5665 5660 5655 5650 5645 5640 5635 5630 5625 5620 5615 5610 5605 5600 5595 5590 5585 5625 5620 5615 5610 5605 5600 5595 5590 5585 5580 5575 5570 5565 5560 5555 5550 5545 5540 5535 5530 5525 5520 5515 5510 5505 5500 5495 5490 5485 5480 5475 5470 5465 5460 1 1 I/— UNDERWOODI LANE / \ / 1 STA. 83+6,2.36, 0.00' -70e-1-6"-Horizontal ortzontal Bend --r - - - - STA. 80+95.58, 0.00' 40°-16" Horizontal Bend 0 \ STA. 79+98.23, 0.00' 62°-16" Horizontal Bend 1 ppnpns 1 1 Tract 4 ` Tract / 1 , IPropertBoundaa� L Z \ Pecr81 . — COSY ROAD 30— 2 onsEs\t1 } Esmt 1\81 4+00 5+00E\ mt.-86+00P-ermE r0BH+OO\t 89+-00—cstr.s\\r€90+OOnt. 9+00 92+00 93+00 9400smt i / / J M. sm - -12r.r.r. Es m-. CONTRACTOR TO \ 0 / _REMOVE/REPLACE \ 'PENCE CROSSING \ / IN-KIND a \ / ri( I _ i 0 o: r -L E / MATCHLINE STA 78+00 w c 0 / Const. :smt., / a Cor -,t. Es It PROPOSED 1 PIPELIN O 0 / \ a_onst Es_nit.1 NPLAT ED I AT#LENIENT IViESA PUD ecepption1 #3331476 cont. E / --a / \ 96+00 Esmt. ion9 6+00 Perr.97+O0i-'onst C-98+00 -9H+OO-Pem. Es 99+o0rt.:71-100+00). nr 100+00 —Es mt.? _ rrrm. sm -—Censst Esmt. \ lon st Esmt. — \< erm CONTRACTOR TO REMOVE/REPLACE FENCE CROSSING IN-KIND i -Const. Es t. f' ) / --_•7 CCnsl Esmt. / I / //; I) / J/ ( //c 1j / / // ;a // / / / / \ 1 1 / //'Jj / /( / / // / // ///// // ( \ 5/ // // / / / /' / ( 1 1 / I / ! / / ;/ // / // / / V /// / / / j /, / / / ,/ / / // // (h / ( ( ( / ( / / Vi' % \ \ \ I ) / / / / / 1,\ ) / / / // /� /� \ 1 I / / / / / / \ ( / / / / I I I 0 erm 7 Tract 6 101+00 Esmt oast. Esmt. / { 102+00 tit erm. Es 0 0 0 a 103+00 _erm 104+00 / 1 t \ (• / O CO � Lti cons105+000 — rm. Esm.1.06+00°n'_-107+00 108+00 EQ L1J Esmt. erm. sm . T� —f—r '� W •er sm . / ILLI if) Z W JLLI j 1 (1) U UNPLATTED / BATTLEMENT MESA PUD Reception #333476 /i �I PROPOSED 1/6 I PIPEL/NE a 0 / / SEE SHEET 5 PLAN VIEW - 16" PIPELINE STA: 78+00 to 108+00 STA:78+00 to 108+00 BATTLEMENT MESA PUD 25' 50' Construction Easement 50' Construction Easement 25' _Center of Pipeline ZSr 25' r INST' LL ST' £ W WDDLE EX I ILE FABRIC ROPOS STEEL X 16' PIPE EXISTING GRADE @ CL PIPE EXISTING ;RADE' @ CI PIPR; Z i iy OPProora 11111.11e - l — U ce 7 + U- P t w 1n.LL 4 L SCALE 1:1 ERT SCALE: 1:20 0 N 0 h{ rn ti 4441 rn. os l ti 0) M h i to h ti h 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 100 0 100 STA: 78+00 to 108+00 200 SCALE IN FEET ORIGINAL SCALE 94+00 95+00 96+00 (I -Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 ft Ursa 97+00 98+00 Drawn By: Checked By: SEA Date: River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Computer File: Rifle, Colorado 81650 06011 Ph: 970-379-7846 Fax: 970-625-5775 99+00 NO. 100+00 Date 101+00 102+00 Revision 103+00 By 104+00 105+00 106+00 107+00 Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 108+00 Project NO. 6 A N O O co CU • 1— Q w W z wt. Esmt. —_ w = LL1 U Q) / 0/ ti.L. 1. ,--J E4mt ' - _ _ pr / / CONTRACTOR TO 0 L /REPLACE FENS CROSSING IN -KIN R' Preen kty y ,109+00 � 110+0011+00-~lor b'erm. El 112+00 Esmt. 113+00 / CO ons.. 114+00, John, Joan-and,ROy Savage P.O.iok 1926 Rifle, Co. 81650 /t ti 115+00 L 5790 5785 5780 5775 5770 5765 5760 5755 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 5700 5695 5690 5685 5680 5675 5670 5665 5660 5655 5650 5645 5640 5635 5630 5625 5620 5615 5610 GCJ,C t � � I 116+00 erm.aEr s;t._11 Ist—LI-119+00—LI-119+00v 119+00,7+00 J_Er i 7 ----bnst. Etmt./ i - 0— -_ ( SITA. 110+37.35, 0.90' find Bore Under Ropd _STA. 1b9+37.35, 0.00' I Begin 13ore Under Road / / l 1 / / lz_ e120+00 E mt. 121+00 122+00 // PROPOSED 16" / PIPELINE / r / m onst. Esin UNPI.ATTED BATiTLEMENT MESA PUO Reception #333476 / 1 / / Cost. Esmt. PROPOS PIPEL z 1' lr to m Esmt 0 N 0 0 N J N. N STA. 123+08.97, 0.00' 900-16" Horizontal Bend, N 1 124+00125+00 -="'111-6;r00-p- er—m�Es_12+00 UNPLATTED\ --BATTLEMENT TJIESA PUD Reception #333476, +00 - Property Boundar.y r1218+00y�Esmt.�129130+00 t _131+00_� 132+00 sm erm —Canst. Esmt. 7 STA. 132+98.46, 0.00' -UTILITY CROSSING,CONTRAC FI�LD VE IThY AND JD THOLE ELEVATIONS PRIOR TO-CONStRUICTI i 134+00 sm kROPOSED 16" PELINE rm. -N \ UNDP "D �"\ B TLEMENT MESA R .. etic=.pori3 476 _135+00- mt .-136+0136+38i - - -rage -E / End 16" Pipeline @ 100'x100' Valve Site Tie to Ellsting RRG Pipelines Contractor to field verify" location ani dejith prior to connection. SEE LEFT PLAN VIEW - 16" PIPELINE STA: 108+00 to 136+37.52 (END) STA:108+00 to 136+37.52 BATTLEMENT MESA PUD 25' 50' Conftruction Easement 50' Construction Easement 25' Center of Pipeline - 25r 25' • �!1 w 0 to zLLa,� O (1 w t - =O O to w oa 2wit et ec �o C Or --1— .1e a - EXISTING GRADE @ CL n 0 CI - in • co. Z00 ~ e J • < 0owaOU ow z i o-H007OJOO MEI 011162111E ''-s •SED 16" STEEL PIPE _rt Tr— co oo, h 01 h oN b N h N r`1 h'. 0 h c Cr) h to h 12 N h Pi h IN 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 STA: 108+00 to 136+37.52 (END) 100 0 100 200 SCALE IN FEET ORIGINAL SCALE 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 1374 ;JUJU 5885 5880 5875 5870 5865 5860 5855 5850 5845 5840 5835 5830 5825 5820 5815 5810 5805 5800 5795 5790 5785 5780 5775 5770 5765 5760 5755 5750 5745 5740 5735 5730 5725 5720 5715 5710 5705 Ursa Operating Company LLC 1050 17th St., Ste 2400 Denver, Colorado 80265 Ph: (720) 508-8350 I?Ursa zt River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Drawn By: Checked By: SEA Date: Computer File: Ph: 970-379-7846 Fax: 970-625-5775 06011 NO. Date Revision By Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. 7 A Recommended Typical Trench Detail Reestablish excavation area with Noxious Weed Free Seed Mix bC/\\/\/\ \\<N Sides of the trenches higher than 5 -ft above the bottom of the trench to have a maximum slope of 1:1 or to be shored and sheathed in accordance with OSHA Regulations. Recommended Waterway Detail In areas of waterway crossings, or wet trench sections, additional Mirafi 140N Wrap shall be installed from the bottom of the 6" Class VI, up the sides of the trench, and over the top of pipeline. Graded Select 3" Minus shall be replaced with 3/4" Screened Crushed Rock compacted to 85% Standard proctor. Twin 8" Flex Steel Water Pipelines 1 ,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, 31611(Z if ,,,,,,,,,,,,,,,,,, 4. 4. 4. EROSION CONTROL BLANKET: LANDLOK C52 EXTEND BLANKET A MINIMUM OF 3'-0" OVER CREST OF SLOPE, SEE DETAIL 4/2. TRENCHING NEEDED IF A MINIMUM OF 3'-0" IS NOT AVAILABLE AT THE CREST OF SLOPE OR IF OVERLAND FLOW IS ANTICIPATED FROM UPLAND AREAS, Top Soil - Crowned and disced to avoid erosion and pooling. In trenches deeper than 5 -ft, Native material fill Compact to 85% Standard Proctor. Note: Trench Width to be a minimum of 8" plus — the diameter of the pipeline, and a maximum of 24" plus the diameter of the pipe. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 12" or smaller from top of pipeline to minimum 3 -ft depth. Compact to 85% Standard Proctor. Graded Select Native Material. No sharp rocks, organics or trash. Screen rock to 3" or smaller to the Top of Pipeline. Compact to 90% Standard Proctor. 12" or 16" Steel Pipeline Sand Bags for Steel Pipeline 6" of Select grade as approved by the Geotech engineer or 6" Class VI Bedding compacted to 95% Standard Proctor within 2% of optimum moisture. In areas of unsuitable bedding material encountered at grade depth, excavate additional depth as directed by Geotech Engineer. Slope Detail 3'-0" MIN. 1 ROW OF STAPLES, 2" O.C. OVERLAP END ROLL SIDE SEAM OVERLAP BLANKET TO EXTEND A MINIMUM OF 3'-0" BEYOND TOE OF SLOPE. FOR BOTTOM OF SLOPE TERMINATION. EROSION CONTROL BLANKET (NOT TO SCALE) 24" Steel Bore Detail Slope Crest Anchor DO NOT NEED TO TRENCH BLANKET IN IF IT CAN BE EXTENDED A MINIMUM OF OVER THE CREST OF THE SLOPE, CURLERSEDIMENT LOGS WOOD STAKE TO ONLY PENETRATE NETTING, NOT CURLEX MATERIAL SLOPE SURFACE Install spacers/skids as necessary TRENCH Optional Trench on Bare Soil 24" O.D. Steel Casing Pipe w/ 1/2" Wall 12" I.D. Steel Pipe F � IPS OP� SF 0 o oIo olo 0 0 0 0 0 SEB 0 0 0 0 0 0 0 0 0 Common Name GENERIC SEED MIX FOR REGION 3 BELOW 6,500 FEET ELEVATION Scientific Name Lbs PLS/Acre "Egan" American sloughgrass "Star Lake" Indian ricegrass "Vaughn" Sideoats grama "Arriba" Western wheatgrass "Salado" Alkali sacaton VNS, Sand dropseed SILT FABRIC STAPLED TO POSTS 10' MAX Beckmannia syzigachne Achnatherum hymenoides Bouteloua curtipendula Pascopyrum smithii Sporobolus airoides Sporobolus cryptandrus POST (2" X 2" NOMINAL) 24" MIN. 6" x 6" TRENCH 42" MIN. 24" MIN. 1 3 (wet areas, omit if not needed) 6 7 8 2 1 27 SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6"x6" TRENCH FLOW 18-_ COMPACTED M N:�4 _ _m BACKFILL x,11= SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHED FIRMLY TO POST 36" Steel Bore Detail Silt Fence Inlet Protection Outlet Protection Straw Wattle Soil Erosion Blanket Install spacers/skics as necessary 36" O.D. Steel Casing Pipe w / 1/2" Wall 16" I,D. Steel Pipe SILT FENCE (Not To Scale) KEYED INTO FILL SLOPE TOE OF FILL EROSION BALES RUNOFF e a II fir row FILTERED RUNOFF CULVERT WriAM 0 0 EROSION LOG STAKED INTO FILL SLOPE WOOD STAKES (2" x 2" MINIMUM) EROSION BALES ARE TO BE ENTRENCHED 4 INCHES INTO THE SOIL, TIGHTLY ABUTTING WITH NO GAPS, STAKED AND BACK FILLED AROUND THE ENTIRE OUTSIDE PERIMETER. PLAN VIEW CULVERT EROSION BALE INLET PROTECTION (NW To Scale) SEDIMENT REMOVAL SHALL BE PERFORMED CONTINUOUSLY FOR PROPER FUNCTION. A temporary sediment barrier constructed of posts, filter fabric, and in some cases, a wire support fence placed across or near the toe of a. slope or in a. minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable to mitigate erosion from sheet and small concentrated flows. A sediment filter around a storm drain or culvert inlet that reduces the sediment from entering the drainage system prior to permanent ground stabilization. The installation of rip -rap channel sections below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters downstream channels. Install D50 = 9" diameter angular rock. A temporary sediment barrier constructed of netted straw rolls placed in parallel with grade of slope to intercept and detain flow to allow sediment to settle. Specifically for sheet flow or shallow concentrated flow. Install per manufacturer's specifications. Apply to all newly cut/fill slopes steeper than 4:1. See detail above. Ursa Operating Company LLC �� 1050 17th St., Ste 2400 ' Ursa 4 : �'; Denver, Colorado 80265 .tT. Ph: (720) 508-8350 Drawn By: NO. Date Revision By Prepared For: Ursa Operating Company LLC 792 Buckhorn Dr. Rifle, Colorado 81650 Project NO. Checked By: SEA River Valley Survey, Inc. 110 East 3rd. Street, Suite 213 Rifle, Colorado 81650 Ph: 970-379-7846 Fax: 970-625-5775 Date: Vc S Q (� Computer File: 06011 r 14 11