Loading...
HomeMy WebLinkAbout1.09 Site PlanArticle 4-203.D Site Plan Ursa Operating Company and Battlement Mesa Partners Major Impact Review Application Battlement Mesa PUD Phase I BMC B OAProject No. 014-1829 I=\2006\2006-479\062-2014Revisions\H_DWGs\Ursapad and pipeline KEY_MAP.dwg Plotted: 4/27/2015 101 PM By: Jeff Simonson r Key Map Ursa Operating Company Major Impact Review Battlement Mesa P.U.D. Phase 1 Garfield County, Colorado NOTES: — This map has been prepared for the purpose of aiding the reader regarding the location and general information for the Pads to be considered as part of a Major Land Use Impact Review application by Ursa Operating Company within the Battlement Mesa P.U.D. The boundary of the P.U.D. is shown per Resolution 82-121 recorded as Reception No. 333476 and amended by unrecorded Resolution 82-138, dated 21 June, 1982. The majority of the information shown hereon hos been plotted using the information contained within the Special Warranty Deed recorded as Reception No. 408507 which describes the limits of the Battlment Mesa P.U.D. along with the encumbrances and exceptions affecting the parcel at the time of recording. Other information shown hereon has been plotted per SGM legacy data and title work provided by Ursa Operating Company. — Pads BMC A, BMC B, BMC D, BMC F, BMC L, & BMC M Ile within parcels shown hereon labeled as "Unplatted Battlement Mesa P. U.D. ': These parcels are remainders within the overall Battlement Mesa P.U.D. ownership. The Assessor's Parcel No. for these parcels is 2407-081-00-152. Proposed pads, pipelines, and associated grading are shown per current preliminary design. Applicant: Ursa Operating Company, 792 Buckhorn Dr., Rifle, Colorado 81650. 13 1 9 ,# 4 I Battlement P.U.D. Boundary UNMATED BATTLEMENT MESA P.U.D. Reception �333476 9' i /� 4�e 9� es .� Tompkins, T.I. 988 Co. Rd. 309 Parachute. Co. 81835 -e' UNPLATTBD BATTLEMENT MESA P.U.D. Reception No. 333478 & Unrecorded Resolution No. 82-138 (21 Jun& 1982) Parcel 1 57.68 Ames * Heceptlonj740540 orating any L Parcel 7 56.17 Acre. * 8eoep11110740453 Parcel 8 3687 Amo. * BaeeP11064740462 4/ al 4, 5 8 4 4 9 Old High School Parcel I 6.c.P110a4740455 i .ye ego jea �9 1JJ tag 831 9 Ci o» co 0j0 a 17 IB Tonder. D.R. & M.A. 1104 CR 308 Parachute, CO 81635 4Tutt,74grrtrilliti ..7791 Vicinity Map Scale: 1"=3000' Drgigiat 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com L�— SQT�i A o tib" .9,4" Joe 4.1 .7 L •tii. �1 41' /iiil ., ' Os ma 4SII M IMll1 ► ID j Snn ii 11 j ♦ iauiH :Waal p►a{en e ifs lb •441W* i raja n I $111:1:11:.:.: ::::,:::::::: ►7j.,,zirene arc 4sr 1 11 II' i oph is II Ill Ilen Oaut •snn Info :::�5 ��//►���,II 1111 !i t Iw, r�E� �'*1 VIII �ni* ""1" UIIII/1111111 �(#!"!= �l rill= r aaa" 1 VIMIl1111iiini �e� IIIIIkuIIIIIIBIfl ; tilt 111111 IIIIIIIIIO an MO WHIM Battlement Mesa PUB Boundary (Typical) URSA Operating Company, LLC Pad B Battlement Mesa PUD Phase 1 18 1 17 19 1 20 1 19 20 Yater, A.N. & 7281 Co. Rd. 300 Parachute _Co_01635 I in Watson Ranches, Ltd. P.O. Bos 586 Meeker, Co. 81641 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 (21 June, 1982) _ I Garrdner,I. 1298 Co. Rd. 302 Parachu Co. 816 Poster, M.L. 600 Poderosa Circle 1 Parachute._Co. 81895 1 Savage, J.R. & R.B. P.O. s 1926 Rifle, Co. 81650 B tlemtlem� t Mesa�� u_dar� (2)pical) Coulters Pocket, L.L.C. P.O. Bos 28 Woody Creek, Co. 81858 Gardner. S.I. 1238 Co. Rd. 302 Parachute, Co. 81895 i 16 AIM MIP Gardner, S.I. 1236 Co. Rd. 302 Parachute, Co. 81895 Ursa Operating Company BMC F Battlement Mesa P.U.D. Boundary (apical) .i 05 _ it W m Payton, A. & W. 31 roe 702 Co. Rd. 303 Parachute, Co. 81695 SI 6181 H.L.Y. Bacons OH & Gas (USA) Inc. 9815 D. Huron St., Ste. 200 Englewood. Co. 80110 4 3 10 Rill. G.B. & D.J. 3212 P Rd. Clifton, Co. 81520 UNFLAWED BATTLEMENT MESA P.V.D. Reception No. 333476 R Unrecorded Resolution No. 82-138 (21 June, 1882) _ _ _ Bosley. M.A. P.O. Bos 26 Woody Creek, Co. 81656 1000 r _ _ 10 9 10 18 15 .MMI MEI GRAPHIC SCALE 0 500 1000 2000 4000 M.I.R. Key Map ( IN FEET ) 1 inch = 1000 ft. 2006479.062 reb 10.8.14 se Ursapad and pipeline KEY_MAP Exhibit E Bl ft Revision Date By /:4200642006-4794062-2014Rev/sions\H_DWGsj7232015 WellPodB_19M-2014.dwg Plotted: 7/23/2015 2:59 PM Sy: Jeff Simonson i 7 ,SNOW TEMP ;STORAGE. , . AREA. / 258.0 OMPLETION FACILITIES /64.0' N - h 40.0 J I- / BMC 8 // PROPOSED /WELLS" 0•0:0-0-0 0-9.0"-0 0 0 75.0' ------------ op DIRECT707N-AF TRAFF/C FLOW (TYP/CAL)------------- -------- ...... _ -......5099 ----- SEPARATORS LJ COMBUSTOR ❑ 288-0 5100 PROL4UCEO WATER TANKS (6) CONDENSATE TANKS (2)----'• yto5_-_ 00}QL - 0 770 ,.©0= L 0 \0 • STA: 5+59.99 /0/S 69.61W Graphic Scale 10 20 SITE PLAN PAD B STA: 6+99.98 0/S 62/61'R PAD EDGE STA: 7+55.98 0/S 63.54'R 5095-' 96.0 BOTTOM •EL. 5094 5095 5100 20 In Feet:1�" =20' 0 STA: 7+5565 0/S 69.16W 8" ADS INV. IN STA: 7+5599 EL. 5094.0 0/5 69.54W ,STA: 7+61.80 0/5 72.49W 18" ADS INV IN EL. 60970 8" AD. 1.09 T4 7((96.;28 .,.g%S 126. 16. R $=-ADS /NV OUT EL. 609.3 .•'STA: --T+63 78 r" 0/S 80.57X? 8 " VALVE &\ RISER 40.0 C.F. 1/4 `7$," ADS 42 1.259 \-67-;4?-7,a8.5..6 0/S 105.017? -18r- ADS • INV`• O(/T £(„_ _ 6096.5 OPERATING C$o,F'.r�,I lit' DETENTION POND PLAN SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 1 \\,.�. N i \ S�TA>6+5775 j\_.. -0/8-2$57-.591--- .--0/S-:2$5 9'L- 1 EL 509)3.3 2 2.8' A„ I- -/ / _ '1 ITA. -8+b6.25 " " x :/ /S 295.38'L ''BEGIN/DITC EL. 5097.,5 SLOPE- ,,4 1.0k TO OUTLET AT DETENTON -Fp-ND-365 L.F. I N , •.STA. 9+07 75 0/5-.295.55% \ EL 5099.-75--- . F8.0' -3 Graphic Scale 0 25 50 100 In Feet: 1" = 50' -� •--- __ '5095 1 S>A.8+5778 -WS 245.52'L FfL, _ •'099.25 f r �c io I ( STA.7435,28' r .0/S _,245.44 % 5L! 5099.25 BMC B . J 07S..9;48R / 41. 5099.25 "' -------------- ---STA.7+,35.45 0/S 9.56=R 0.09 EL., -5099.25 4 5099 0 I L „co- STA. 6+57.: 92" "- -WS -:37.52'L EG PT EL. 50985 5100 L • ---;5'TA.94•4 8, 0/5 54.;'45W 1 EL 50.99.75x' F 5.7;' 0 00=-9- �1 l } SEE%DETENIlON;POIVD' ,•' PLAN 1F0R •CdN5 N,IJc77.ON, 'DETAILS : , , • , , _ STA.,6+596;' ;' ,O/S,•37.48R EQ/FT"-E4--# 50.98: •STA: 6+57.98' _Y/9'54.61'R/ /EL,/ 5098.5' C:5.2 STA. 6#,59.98- 0/S"66,£1,R _,END .PAO' DITCH ; -'EL- 5094.0 ,-',." 5 1ci GRADING AND DRAINAGE PLAN (TYP) FILL SLOPE 3 TANKS (e) 015' X 9'H 11-a__ I r CONTAINMENT RING 9' 75- RECEIVER 4s -5H BLOCK GATE 3'-4W t 17 LAUNCHER 4'-5'H (7YP) i1 \ WELL HEAD 3-4H COMBUSTOR 03' X 12W SEPARATORS (5) PUMP HOUSE 1.1 15" 18' 117 El ►1 12'W X 221 X 15W COMMUNICATION ANTENNA 181/ 1.5 (7YP) CUT SLOPE In Feet: 1" =20' URSA Operating Company, LLC Battlement Mesa PUD Phase PAD FACILITIES AND STRUCTURES ELEVATION BMC B Site Plan, Grading & Drainage & Elevation View Job No. 2006-479.062 Drawn by: DCS Date: 10.3.14 QC: DJC PE: BS File: 7232015 WeIIPadB_BM-2014 1 Of B3 5 --7 STA. 7i+40.00, 0/S A,00' '.BEGIN PYP PGt SEC; STA. 1 +5000 O/S 0.00 • SECL%RITY GATE '•, 5,7)1. 6+32. 92 0/S 37.50'L R25.0 STA.6+32.92'•, +32.92'•, 0/S '7,2.50''L EG PC•,EL. 5098.57 'n STA.: +,5,55\ b/S 7g1,1\ 781' AOS INV.. kN IN EL 51.4.92 1 S•TA. 6. 52:•01 1 0/S 18" AD. 7kL. p`10a p STA. 6:+57. 4 0/S 324 78" ADS INV; OU EL. .5094.22 STA:6132.96 O/S 12.50'R EG PC EL. 5098.51 STA. 6+32.96 O/S 37.50'R 5140 5130 5120 5710 5100 5090 -5.009, to PV/ STA.2+ 18.55 Pur ELEV.5125.10 K=50.00 129.98' VC to tiiN h GRAD EL. 5 - BREAK STA. 11 730.56 BEGIN ACCESS RD. MATCH EX. GRADE SCA/ r• HORZ: 7 "=50' VERT 7'=25' CD 5127.6 EG N_ h -09.09 NN '- N.. to PV/ STA.5+55.11 P14 ELEV..5099.53 K=25.00 164.80' VC W Uj EX GRADE tow h h W ed h 5117.0 EG 5115.17 FG PROP. i� M h 5110.9 EG 1+00 2+00 3+00 4+00 GRADE 5107.52 FG GRADE BREAK STA. 6+57.94 51078 EG EL. 5098 50 END ACCESS RD. MATCH PAD B 5101.11 FG W rn O oi 5104.4 EG 6+00 Q95..I 50 X5100, 5140 5130 5120 5710 _ 5100 5090 STA. 6+25.00 -18" ADS INV. 5080 EL. 5094.55 PAD B ACCESS PLAN AND PROFILE 1L - 12.5' 2.0% 12.5' 2.0% A.B.C. = Aggregate Base Course = Minimum 4" Topsoil or Specified Alternative 8" CLASS 6 ABC EXISTING GRADE 7.5' DEEP ROADSIDE DITCH rsaP ERATI NG C�QMPANY TYPICAL ROAD SECTION SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase i - 'I STA. 9f 07.92 0/S 37'48'L EG PC EL,. 50945 SFA. 9+32.92 0/S 37.50'L R25.0 Cri 0 %ECU51‘." 2J STA.9+3292 7 il---- 1 STA. 4+32.92 0/S '•12.50 R 23 OS PL' • EL. 5098. ?STA. 9+32'88 0/S 37.•42 R R 25.0 STA. 9+0/.. 96 0/S 37.1-8'R EG PC <EL. 5098.51" GRADE BREAK STA.9+07.97 EL. 5099.75 BEGIN SACK ACCESS MATCH PAD B PV/ STA.9+23.47 PV/ ELEV.5099.44 K=3.03 24.26' VC to to to c.4 w n o, (),h �W hW 5110:-";:c.)(1(1 mQ 5100-200%. 5090 PVI STA.10+1508 PV/ ELEV.5090.28 K=5.00 23.77' VC SCALE: 5080 HOP?: 1 "=50' VERT: 1 '=25' -10,00$ -5 9+00 10+00 5110 5100 5090 5080 GRADE BREAK 57A.10+35.29 EL. 5089.22 END BACK ACCESS 5073 MATCH EX. GRADE BACK ACCESS PLAN AND PROFILE CURVE rABLE CURVE RAD/US LENGTH TANGENT CHORD BEARING DELTA C1 200.00' 92.95' 47.33' 92.11' N2736'13'E 26' 37' 39" C2 200.00' 49.75' 25.01' 49.63' N709'481- 14' 15' 12" LINE TABLE UNE BEARING LENGTH LI N40'55'031- 45.67' L2 N14'1724'1E' 329.45' L3 NO'02'11 E 437.40' PAD B ACCESS LINE AND CURVE TABLES Revision Date By BMC B Access Road Plan & Profile Graphic Scale 0 25 �0 100 Job No. 2006-479.062 Drawn by: XX Date: 10.3.14 QC: xx PE: XX File: 7232015 WeIIPadB_BM-2014 In Feet: 1" = 50' Of B4 5 \2006\2006-479\062-2014Rev:sons\Pl OW6:5\7232015 Wel/Pode_BM-2014.dwg Plotted: 7/23/2075 3:01 PM By: Jeff Simonson r \ RIPRAP LOW POINTS :Or -BRUSH BARR/ER AND 'EARTHEN BERM - AS NECESARY--TO f,AREVENT ,EROSION BRUSH, -BARRIER AND EARTHEN BERM TO -BE-INSTALLED AT/ BOTTOM OF TOB'" SLOPE AS SHOWN (TOP ---SOK TO BE USED HERE) BRUSH BARRIER ANC. EARTHEN BERM TO BE INSTALLED AT BOTTOM OF TOE SLOPE AS SHOWN-: (TOPSOIL,. -TO- BE USED i -'i .---7 i BMCB INSTALL -2--CY D50=9'" RIP RAP AT OUTLET OF DITCH i�LINE RIPRAP WITH GEOTEXT/LE ".FABRIC. -140N OR -EOUIVILENT 5099 r- `" -UPHILL DIVERSION 01 CH TO BE INSTALLED AS --SHOWN MIN. 18" DEEP &•-KL2% SLOPE TO OUTLET 0 till' tFIIl Its Vie••••r. --•- Tad- u' INSTALL 2 CY," D5QT5,`;','.'.'', RIP RAP -AT OUTG£t,i'L2F',`7r•,T1, LINE RIPRAP-_WIT1-1'G"e'OT XT`IIS I.-FABRIC.'1"4DN QR;EQUIE14ENr',;' INSTALL' g GY-D 0=.9'; AsIR RAP- A.T01)TLeT,'OF;B LIAlERA ;'RIPP ;'1+7Thl",GE 1T T FAA411Q' Z'46N OR ,E901.91 -EN•; 10 h\ C r—� N N — N VEHICLE TRACKING RAD STA. 1+,00 TO 1,,L(10 !7— Inca ORB .P.;l��a `t 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com 7 : URSA Operating Company, LLC Battlement Mesa PUD Phase �VTPSRS) CD VEHICLE TRACKING PAD SURFACE ROUGHENING W/ SEED CHECK DAM Revision NOTES: 7. CHECK DAMS AND INLET/OUTLET PROTECTION ARE TO BE CONSTRUCTED OF LOSE ROCK OR ROCK SOCKS. 2. SEED MIX IS TO BE URSA DRY LAND MIX OR OWNER APPROVED MIX. 3. TOPSOIL TO BE SPREAD EVENLY ON TOP OF BERMS AT TOE OF FILL SLOPES. 4. RIPRAP TO BE ANGULAR IN SHAPE NOT ROUND OR COBBLE 5. VEHICLE TRACKING PAD TO BE 8" DEEP OF 1 2 " MINUS CLEAN SCREENED ROCK UNDERLAIN BY 740N GEOTEXTILE FABRIC OR APPROVED EQUAL. BMC B Erosion Control Plan Graphic Scale 0 25 50 100 Job No. 2006-479.062 Drawn by: XX Date: 10.3.14 QC: XX I PE: XX File: 7232015 WeIIPadB_BM-2014 In Feet: 1" = 50' Of B5 5