Loading...
HomeMy WebLinkAbout10 Site PlansSITE PLANS O\OLSSON ASSOCIATES THIS PAGE LEFT BLANK FOR TWO-SIDED DUPLICATION. O\OLSSON ASSOCIATES L 4 Q;\2006\479 062_URSA\dwg\Ursopad and pipeline KEY_MAP-PH2 dwg Plotted; 4/20/2017 4;42 PM By; Key Map Ursa Operating Company Special Use Permit and Major Impact Review Battlement Mesa P.U.D. Phase II 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 has been plotted using the information contained within the Special Warranty Deed recorded as Reception No. 408507 which describes the limits of the Battlement 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. - BMC F Pad lies within Assessor Parcel No. 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. Vicinity Map Scale: 1"=3000' 1115a i OPERATING I COMPANY r 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com / 1 1 6 12 1 7 12 - to kr) 12 77 13 I i i 404"." i meq• soo soo Imo 32 Battlement Mesa P.U.D. Boundary (Typical) i i 4e UNPLATTED BATTLEMENT MESA P.U.D. Reception #333476 -11 1 Tompkins, T.L. 998 Co. Rd. 309 Parachute, Co. 81635 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 (21 June, 1982) 01A LOT 3 Parcel 1 57.88 Acres t Reception/740449 Ursa Operati Co7npan BMC Parcel 7 58.17 Acres t Reception#740453 Parcel 2 78.28 Acres t Reception#740450 1 4 5 4 8 9 111 Old High School Parcel 11 �Q I 41.35 Acres t Reception#740455 Parcel 6 35.67 Acres t Reception#740452 n Parcel 3 52.80 Acres t Reception#740451 School Parcel Reception#727518 Willow Creek Section 2 Reception#322310 17 16 Tonder, D.R. & M.A. 1104 CR 308 Parachute, CO 81635 a Oper Pa BMC B Unplatted Battlement Mesa Partners Reception #333476 e Quarry mmons ,t.,• • tion#891970 River Bluff Filing No, 1 Reception#371428 4r#1:. * ittit 1111111:14:11Fat 410. mi �ZiiCNIL 3S C 111. �ri1411L►.t�� A 12 A, wisp %MIN al 1111111 OM 0��:mow(\i\� t&:;iwi ►��X1Istuum : iiiii unav G iiimmator Ba- ttlement Mesa PUD Boundary (Typical) URSA Operating Company, LLC Battlement Mesa PUD Phase 11 BMC F PAD L.W. St. John Middle School Reception#347912 18 19 17 20 20 Yater, A.N. & B�S. 7281 Co. Rd. 300 Parachute Co. 81635 Watson Ranches, Ltd. P.O. Box 586 Meeker, Co. 81641 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 (21 June, 1982) Gardner, II. 1 36 Co. Rd. 302 Parachu Co. 8163 Foster, M.L. 600 Poderosa Circle 1 Parachute, Co. 81635 1 1 Savage, J.W. & R.E. P.O. oz 1928 Rifle, Co. 81650 Battlement Mesa PUD Boundary (Typical) Coulters Pocket, L.L.C. P.O. Box 26 Woody Creek, Co. 81656 Gardner, S.I. 1236 Co. Rd. 302 Parachute, Co. 81635 16 Gardner, S.I. 1236 Co. Rd. 302 Parachute, Co. 81635 Battlement Mesa P.U.D. Boundary (Typical) — a M acro 43 co a20 o U 13 o° z�6 a Payton, A. & W. 702 Co. Rd. 303 Parachute, Co. 81635 B.L.M. Encana Oil & Gas (USA) Inc. 3615 D. Huron St., Ste. 200 Englewood, Co. 80110 1000 Rill, G.B. & D.J. 3212 F Rd. Clifton, Co. 81520 UNPLATTED BATTLEMENT MESA P.U.D. Reception No. 333476 & Unrecorded Resolution No. 82-138 _ — (21 June, 1982) Bosley, M.A. P.O. Box 26 Woody Creek, Co. 81656 0 500 r 4 3 9 1 10 10 9 1 10 16 15 GRAPHIC SCALE 1000 2000 1) 4000 Special Use Permit and Major Impact Review Key Map ( IN FEET ) 1 inch = 1000 ft. 2006-479.062 TB 4.20.17 J Ursapad and pipeline KEY_MAP-PH2 Exhibit E Fl I 111 I 1 III Revision Date By X Battlement Mesa.:: `Reception . No ::. 331476 Unrecorded. Resolution No. ' 82 June, 1982 : arcel #:: 2407-081-00-152 P.U.D. Boundary • • • • -..,50:'.: has/ Easement ••••.R c /tion#218313 • • • Proposed 50' Construction Easement Proposed Accesa Road, Fol/s Within Easement `-•S89 23'40'E •. `. 367.79.' L.1 (9 Lu 25' Gas asOment Rception#6,-38474 • • • • EG X X Parcel... Gardner. 2407•-163-00=029: S89°52'33'E } 07.15' EG: • Existing Fence Site :Easement= • • • •.60. • r\)()) Proposed 25' Pipeline Easement '-Const • Es 66 9' 660 276.00' N86;34 49.— ,) 7154.16 W :.• 1•... oh5t. Proposed.. •.. Waterline. . �xist'iijg•. : COGCE :: Fence 'Signage 111111. 276.00 151.7' X 57.03 � T.. • 3 ........ 4111, S33 19 . J friPilir . l'').11: ••• :'......:;:.. .................... :..... ............ EG 110 A 48.4::....:•: • • • • • • • EG egaitilmill11-14"1"/ egA............... ............................ ... ....... .......... ............. ................. 'Site ;Easement. ;.....: P:arcei• ;4.n Notice: According to Colorado Law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect In no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. UrsaOPERATIf�1G. � COMPANY • • SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com • Boundary EG • • • • • • • • • • • • • • • la tt.ed. em eMesa P.U.D... `'. ece :� tion :No . 333476...& recorded un•.. e...1982.:':' • .. ... ............. ... ...... ' .. :arc.el ... ::2 0`7- :: 00-05:i' ......::::::::.:.::.::::::::::::::.:::: URSA Operating Company, LLC Battlement Mesa PUD Phase 11 BMC F PAD • 2 3 4 5 Notes: it ipi •/ Ursa n Ursa opera ting Company BMC F Located in the SE 1/4 Section 17, SW 1/4 Se c tl on 16 Township 7 South Range 95 West of the 6th P.M. Battlement Mesa P.U.D. Ga rfl el d Co un ty, Colorado BMC F Site Easement Legal Description An Easement located within the Battlement Mesa Planned Unit Development (hereinafter referred to as P.U.D.) as described in that document recorded as Reception No. 333476 in Garfield County Records (hereinafter referred to as G.C.R.) and amended by unrecorded Resolution No. 82-138 dated 21 June, 1982, said Easement also lies within the SE /4 of Section 17, and SW ,4 Section 16, Township 7 South, Range 95 West, of the 6th Principal Meridian, Garfield County, Colorado, more particularly described as follows: COMMENCING at the most Northeasterly corner of the said P.U.D., being the Point of Beginning of the legal description contained in said Reception No. 333476 also being the East Quarter Corner of Section 5, Township 7 South, Range 95 West, of the 6th Principal Meridian, from which the Southeast corner of said Section 5 bears S 00°15'43" W a distance of 2605.35 feet (Basis of Bearings for this description); THENCE S 03°26'51" W for a distance of 13013.97 feet to the POINT OF BEGINNING; N 170524" of 120.57 feet; Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence Thence N 71°47:35" N 26°08'38" S 89°23'40" N 00°54'36" N 86°34'49" N 074726" S 89°52'33" S 09°44'56" S 18°54'19" S 75°37'11" S 89°44'03" S 33°36'19" S 10°41'12" S 69°35'56" W a E E a E a W a E a E a E a E W a W a W a W a W a W a distance distance distance distance distance distance distance distance distance distance distance distance distance distance distance of 98.05 feet; of 16780 feet; of 36779 feet; of 112.14 feet; of 154.16 feet; of 299.88 feet; of 50715 feet; of 221.37 feet; of 173.54 feet; of 44774 feet; of 55703 feet; of 76.98 feet; of 103.92 feet; of 136.52 feet to the POINT OF BEGINNING. Said Easement contains 756 acres (329,383 sq.ft) more or less. Applicant: Ursa Operating Company, 792 Bockhorn Dr., Rifle, Colorado 81650 Basis of Bearings: S 00°15'43" W a distance of 2605.35 feet between the East 1/4 Corner and the Southwest Corner of Section 5, Township 7 South, Range 95 West, of the 6th Principal Meridian. Contours and improvement information shown hereon are from the photogrammetry dated October 2005 by Aerometrics. The Vertical Datum of said contours is NGVD 29, the contour interval is 2 feet. - Proposed BMC F falls within a Planned Unit Development zone district: Low Density Residential (LDR). Proposed grading and structures shown hereon are from current SGM designs. There are no buildings or structures on the subject property that will affect this development. Ground cover vegetation is nativegrasses and sagebrush. P 9 9 See Sheet 3 for detailed view of Well Pad & Typical Elevation Sections. The proposed Produced Water Treatment System for the Well Pads in this Major Impact Review application is shown hereon. The water will be cycled in the Proposed Pipeline shown hereon. Fresh water supply is to be determined. - Pump and haul facilities will be provided for Sanitary Waste. 100 0 50 GRAPHIC SCALE 100 200 400 Surveyors Certificate: 1, Robert E. Brandeberry, being do hereby certify that this Site and correct to the best of my IN FEET 1 inch = 100 ft. a Registered Land Surveyor in the State of Colorado, Plan was made under my supervision and is true belief an•owledge. Robert E. Brandeberry Colorado PLS # 38388 For, and on behalf of SGM Special Use Permit and Major Impact Review Site Plan Job No. 2006-479.062 Drawn by: tb Date: 4/27/17 Approved: bb Fikmsement descri ption_BM-1 _20 1 6-U RSA -PH 2 Of Exhibit E F2 I 111 I 1 III 11:26 AM By: Anthony A/fini N N a� 6 a) a� '0 N 0 N ZI 0 c .0 0 N I co O co co0 N 0 N co In NN NI" 03 ZW C•3 i 8 M • • 00 03 03 03 0 0 $847,5, ifEST C'OL4ECT/O, EP° 3+55. N1,4334093: E790'101. cs m PC:•0+74.06 N143343093 E790164.81 P7:•1+198.9.$ z k14434345.90,. 0 , PT 0+23..1 N1.4334353.1;4 E79021,4. 40 C9LI1 0 QJ • 03 • P-1:•4+ 72.89 N143.34365465 E790600.07 DIVE s/ON E790142.12 • (/ " ,vo\ LENGTH { N86°50 26'W 45.79' L6 S26'58 09'W 54.82' L7 I'? 84.15' 000' S12°19 09'E 85.05' L9 S27°42 29'E 4.23' L10 N89°55'01 'E 418.46' L11 N78'45 '37"W 19.55' L12 N77°43'16 ''W 50.75' L13 S2°41 38'W �\ L14 S8748'12'W 278.12' L 15 581'3342'W 282.12' L 16 N63°39 52'W 180.26' 51.78' S58'53'44'E 62' 22' 30" C9 20713' 3.76' 1.88' 3.76' N78°14 27'W 1° 02' 21" C10 16.88' •darn 28.29' 28.99' S5131'44"W 118° 21' 49" C11 176.09' 108.46' 56.01' 106.76' 5182345"W 35° 17' 30" C12 79.04' 74.20' 40.09' 71.50' N6730'14'W 53° 47' 22" C13 100.00' 60.69' 31.31 ' 59.76' N81°03'05 "W 34° 46' 25" w 2 00 .-:.1 \00 '307 3d,' '8 o '• 8 o 0 o m a rn• L:2+'b 52 V D1TCF1 .5850 5855 -W W3 °p -w' T- BP.p-X00.00 - 000 N_14334044.62 o'. E790448.06 `o' BP:0 00.00 987-COLLECT/OA' DITCH,: N14334058.38 - -----E790416. 15 _ 17'. • (J ,• <;-PC.2+78.12'-._ \S�3s /14334023.54 0790170.22 . _ I EP:11 +30.03 n N14334066 08 E79048072, \ �. �/� :, \\\\\\�\,"��`ro 5850 �� S J\ ,/ 57. 'S.OUTH,jDIVERS/ON DITCH ,PT.•.# 14281 Q N14334012.51', E790109. .96 5845 T� '5g5 pmt/ L T �- Ss �0 X5850,.` c 5840 h i, •5835-.PC:2402.12, � N,14334003.22 • E790169. _�f✓ �. ��� _ ,., - • sem,- _ � _ --------------- ------------- C'. 5785 5785 5780 5780 V -------- ---------- ------------------- ----- - --- ---- -------------------------------------------------------------------------------------- - - - - ,,n#5775 / Or"/ 5770 4, Oxo F�8 Q9�Q8 00 ------------ ------------- • / Ursa ' _. FAY LINE TABLE LINE BEARING LENGTH L5 N86°50 26'W 45.79' L6 S26'58 09'W 54.82' L7 57°43'42"W 84.15' L8 S12°19 09'E 85.05' L9 S27°42 29'E 4.23' L10 N89°55'01 'E 418.46' L11 N78'45 '37"W 19.55' L12 N77°43'16 ''W 50.75' L13 S2°41 38'W 151.59' L14 S8748'12'W 278.12' L 15 581'3342'W 282.12' L 16 N63°39 52'W 180.26' • Graphic Scale 0 25 50 100 In Feet: 1" = 50' CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C4 20.00' 23. 10' 13.04' 21.84' 560°03'52"W 66° 11 ' 25" C5 100.00' 33.58' 16.95' 33.42' 517°20'56"W 19° 14' 27" C6 100.00' 34.99' 17.68' 34.81' S717'43'E 20° 02' 51" C7 100.00' 26.86' 13.51 ' 26.78' S20°00'49'E 15° 23' 20" C8 50.00' 54.43' 30.27' 51.78' S58'53'44'E 62' 22' 30" C9 20713' 3.76' 1.88' 3.76' N78°14 27'W 1° 02' 21" C10 16.88' 34.87' 28.29' 28.99' S5131'44"W 118° 21' 49" C11 176.09' 108.46' 56.01' 106.76' 5182345"W 35° 17' 30" C12 79.04' 74.20' 40.09' 71.50' N6730'14'W 53° 47' 22" C13 100.00' 60.69' 31.31 ' 59.76' N81°03'05 "W 34° 46' 25" 6SGM 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 II BMC F Pad Revision Date By Ditch Geometry Plan Job No. 2006-479.062 Drawn by: AMC Date: 3/29/2017 QC: JSS PE: JSS File: PadF-Sheets Of F3 06 J 1 1:26 AM By: Anthony A/fini 0 0 0 n 0 o S89 :x3',45;" '1307.30' o O• •c0 sd, �\O�JfSJV 5845 5835 5840• 5845• 5850 0 SITE PLAN 0 8 5855 ------- 850 ------- -- " _ ---------------- _=_ = --------------- ----------------- / 12" CMP / INV. OUT 5826.00 / i 97.3 L.F. © 1.0% Graphic Scale 0 10 20 40 In Feet: 1" = 20' / / / / 12" CMP / WITH WATERMAIN HEADGATE INV. IN 5827.00 0 0 0 0 S75°58'21 'W 6.70' N14°01 '39"W 1.33' N75°58'21 'E 7.17' 0 0 0 DETENTION POND PLAN LJrsaRERA I Ir,ham' '_.OMPA, Nry Graphic Scale 0 30 60 In Feet: 1" = 60' BEGIN QIVERSION 0ITG�/ -STA:7+09.5 , I0/S 18¢.43 • • 0 0 0 BEGIN' WEST COLLECTIQN DITCH —STA.8+09,'61 O/S ',143.',37'L', HIGH PdINT _ DIVERSION DITCH, ELEV: -5873 00 - 5TA.11+52.15 bis--181.05z ' • DIVERSION:DITCH; ix M/N.: GRAPE 2:1 iSL4OPE 1; FF DEER (TP.� COLLECT/O,' DITCH 1.`$ M1N. GRADS :1 ;SLOPE 1 \FT', DEEP', (TYP.) 0 2 .S89'53 45;"E 1307.30' E;Nd• WEST, COLLEC27O/' DITCH STA. 6'x-74; O 1 • /S'i W, 7R ';SEE DETE10/77bN ,POND PLAit( FOR DETA/LS_ O END SOL H D1VERSION •DITCI;I • -STA.5-l;2 23 „0/25,,11 j7•, ` '-e56.50I CcL,.ECTION DlTCl/ •. 7% -.MIN. 'GRADE -2;1 -SLOPE-, - 1- El DEEP' (TYP,.) D/VERSION, DITCH4MIN. GRADE:2:1 :1 SLOPE "-„1 FT,DEEP- (TYP) ------------------- ---------------- sd�s• END COLLECT/dN DITCH •, S74.6+77.'Q5 ' 0/S ••t5454;R 18',' CMP _ /NV /N 585250 =-= ..$TA: -10+71.72 _ - _ .iVD -DIVERS/ON - _ O/5 161254'R STA. 10+92_.84 _ _ "_=_______ - --58`5`5-=====------------------------- ---------------- l'j'iNc OUT 15852-00 _______ _ ------------------------------------ - -=146:41_==_____ ----- --------- ------------ ________________ _________ STA.9_I_-92.81 ---------------- 0/s�8439f1__________ ___BEGIN 5OGUH __________=----- GRADING AND DRAINAGE PLAN 120 3 1 (TYP) FILL SLOPE 40.00' 5.00' 10.00' / 8.5' x 40' FRAC TANK, TYP 76.00' 40.00' H2 fl (TYP) CUT SLOPE UPHILL DIVERSION DITCH In Feet: 1" = 20' PAD FACILITIES AND STRUCTURES ELEVATION 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com URSA Operating Company, LLC Battlement Mesa PUD Phase II BMC F Pad Revision Date By 1 Site Plan, Grading & Drainage & Elevation View Job No. 2006-479.062 Drawn by: KS Date: 3/29/2017 QC: JSS PE: JSS File: PadF-Sheets Of F4 06 J 0 4100 d1' , .�•. - -_-�"- 250.50'•• - T,4NK••PLAQEMENr AREA '(33 rINKS)•• •••D/REq'TIOM•OF TRAFF/C FLOW (TYP.) • ••TANK•PLACEMENT AREA. e20 TANKS) ; o 0 0 �• o1 co V ' BAIC •F PAD _-TANK PLACEMENT AREA a o (20--FANKS) ' — , Ll 0 _ ' •TANK' PLACEMENT ;AREA _ - - (27 -TANKS)- - - ; 29.50' V �\O�JfSJV 5845 5835 5840• 5845• 5850 0 SITE PLAN 0 8 5855 ------- 850 ------- -- " _ ---------------- _=_ = --------------- ----------------- / 12" CMP / INV. OUT 5826.00 / i 97.3 L.F. © 1.0% Graphic Scale 0 10 20 40 In Feet: 1" = 20' / / / / 12" CMP / WITH WATERMAIN HEADGATE INV. IN 5827.00 0 0 0 0 S75°58'21 'W 6.70' N14°01 '39"W 1.33' N75°58'21 'E 7.17' 0 0 0 DETENTION POND PLAN LJrsaRERA I Ir,ham' '_.OMPA, Nry Graphic Scale 0 30 60 In Feet: 1" = 60' BEGIN QIVERSION 0ITG�/ -STA:7+09.5 , I0/S 18¢.43 • • 0 0 0 BEGIN' WEST COLLECTIQN DITCH —STA.8+09,'61 O/S ',143.',37'L', HIGH PdINT _ DIVERSION DITCH, ELEV: -5873 00 - 5TA.11+52.15 bis--181.05z ' • DIVERSION:DITCH; ix M/N.: GRAPE 2:1 iSL4OPE 1; FF DEER (TP.� COLLECT/O,' DITCH 1.`$ M1N. GRADS :1 ;SLOPE 1 \FT', DEEP', (TYP.) 0 2 .S89'53 45;"E 1307.30' E;Nd• WEST, COLLEC27O/' DITCH STA. 6'x-74; O 1 • /S'i W, 7R ';SEE DETE10/77bN ,POND PLAit( FOR DETA/LS_ O END SOL H D1VERSION •DITCI;I • -STA.5-l;2 23 „0/25,,11 j7•, ` '-e56.50I CcL,.ECTION DlTCl/ •. 7% -.MIN. 'GRADE -2;1 -SLOPE-, - 1- El DEEP' (TYP,.) D/VERSION, DITCH4MIN. GRADE:2:1 :1 SLOPE "-„1 FT,DEEP- (TYP) ------------------- ---------------- sd�s• END COLLECT/dN DITCH •, S74.6+77.'Q5 ' 0/S ••t5454;R 18',' CMP _ /NV /N 585250 =-= ..$TA: -10+71.72 _ - _ .iVD -DIVERS/ON - _ O/5 161254'R STA. 10+92_.84 _ _ "_=_______ - --58`5`5-=====------------------------- ---------------- l'j'iNc OUT 15852-00 _______ _ ------------------------------------ - -=146:41_==_____ ----- --------- ------------ ________________ _________ STA.9_I_-92.81 ---------------- 0/s�8439f1__________ ___BEGIN 5OGUH __________=----- GRADING AND DRAINAGE PLAN 120 3 1 (TYP) FILL SLOPE 40.00' 5.00' 10.00' / 8.5' x 40' FRAC TANK, TYP 76.00' 40.00' H2 fl (TYP) CUT SLOPE UPHILL DIVERSION DITCH In Feet: 1" = 20' PAD FACILITIES AND STRUCTURES ELEVATION 6SGM 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 II BMC F Pad Revision Date By 1 Site Plan, Grading & Drainage & Elevation View Job No. 2006-479.062 Drawn by: KS Date: 3/29/2017 QC: JSS PE: JSS File: PadF-Sheets Of F4 06 J '‘P;'9 'hiScale 0'• 2h P •40'80 II® 1' F4: - In''Fe�t:l' -''40' - • i 12" CMP i 5830 sS I L , _ � �� �' END ACCESS ROAD ,MATCH 'RAD ''ELEV. 5856.00 STA. 11 +30. 3 0/5 0.00' -- co 0.� _ os o• os �r 585p ,N. C3 h_ h o { EP:P 1 +3Q.03 • • N • 0 5 8 4 S ,� , `' N143340 6.08 6 E790480.72 Oc'. 56,4p ' s� s� ? o`i 1 � ` a 0 '. q;`,. o 5835 5840 �', �� Pt, 5845 , STA.11+2� 5 8 5 0 ��• 1 78' s r► - 8 NEW ACCESS -GAT S.• SECTION tb' h o 0 o `. N - S 835 + 8 S 8 s 4 , S 8 4 io - 5 S 850, _ - BEGIN 1YP ROAD A s s o, •s • 2 12' METAL GAZES STA.O-l'40.00 C9 STA. •t-i-23.70 � o - • •Sj8 - o, ���_ ALIP'0/S_ N ?� - - 0.00 - - - s J ArrS - 12 ',CMP' o_ 811111ff h0, o _ - � o h O '� O h 0 a .. h. E/VD TYP. ROAD SECTIO 00 ' -. o . .STA.• l-hf;319 _ h, h gill it 57N 8O' o� - N 0 1( 4P roin UMW III . 18" CMP 8• 1i,CMS, --- -- �� ' MATC . EX. 'ELEV. 478947104 2 -- O "g ,5: 1 'D2 5789,0 3 62.69 3.0 _ *r2i1 �N ADO _ - _ _ _ 5 - - - - G- I N- "2 Sr _ _ - _ cP MAZEK-Ek, -5773,,88 - 4 "" -" - ST.4.Od-3�. .5 - - - -0-/S -12.5077 BEGIN 5S-ROAD E �' A�fZEH �'. � -5771.33'" - -_- - 5 ',„0/5 '0.00' - _ - „ l_ o' 5" - N cp - Q w --- -- __ __ _-" _-- - _ _ •-RA D T TA: 111 T s 2a s S 0 T O S 2 tI0'L 8 s -- - - -- _ --_ _ _ - s- _ / _ _ i LINE TABLE CURVE TABLE 11.0' 209 11.0' 209 EX/ST/NG GRADE e� N20°32 38'E 8.77'- v LINE BEARING LENGTH CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA , , , .:: ...: '41141410111.1 F\�� - �. "" 1 N69 27 22'1N 10.00' 41.6 L F. ® 12.02;--j--- - ---'-------"" / L 1 N23°46'19'E 130.37' C1 100.11 ' 119.72' 68. 19' 112.71 N58°01 52'E �� 68° 31' 07�imum 8" CLASS 6 ABC ABC = Aggregote Base Course 1.0' 4 roPsoi or Specified A/temative ROADSIDE DEEP DITCH S20°32 38'W 7.61 `` , 12" CMP _ _ L2 S89.48 47'E 488.54' C2 100.00' 19.08' 9.57' 19.05' N84'43'16'E 10' 55' 54 " _ _ INV IN 5774.00 �� TYPICAL ROAD SECTION 12" CMP �\ INV. OUT 5768.00 s, lif""" 0.'----- L3 N79°15'19'E 304.30' C3 40.00' 5510' 32.93' 5085' N39°4736'E 78° 55' 25" fimArA �S " 12" CMP '.INV. / L4 NO'19 53'E 12.91' IN 5769.00 J(/Bouoitl`k' 5769.0 �� c���� -• / Gr KiScale " Arif 55 L.F. ® 1.8% 5.42' 0 �Er 200 -41"�5692''T22'E ® - 12" CMP- -Iti -Feet -1-" = 20' INV. OUT 5769.00 /' / Q ROADWAY BORROW DITCH DETENTION POND PLAN (i) 5856.00 0 mm W m W O Q 5860 - - cp - W ' ✓ow 5855 - - - 5855 5850 PV/ STA 3+00.07 - - - _ - - - CMP / 5850 5845 PVI ELEV.5799.09 K=40.62 - - - _ - - - STA. /NV 118' ELEV.5852.38 07.03 5845 5840 100. op VC - - - - - - - - - END ACCESS RD. 5840 5835 tNin N. INN") _ _ - MATCH PAD F ELEV.5856.00 5835 5830 0 N: oLc) N - - - - 5830 4-N 5825 to - FINISHED 5825 5820 V mm U �i V � - _ __ GRADE(FG) 5820 5815 - -- 5815 58100 - - - - - - _EXISTING GRADE(EG) 5810 5805 g + 0 - - - - - 5805 5800 d (f)5795 5800 5795 k 5790 m MATCH EX. ELEV.5771.00 5790 5785 r� 9,3__ _ 5785 Q� 5780 W _--- 5780 5775 SCALE HORZ: =50'0. 12" CMP 5775 5770 VERT: l''=25' 57A. INV. 0+34.31 ELEV.5772.12 5770 Luc' FG 5771.0 EG 5771.00 FG 5773.0 EG 5772.87 FG 5774.5 EG 5774.73 FG 5776.1 EG 5776.60 FG 5777.7 EG 5778.46 FG 5779.3 EG 5780.33 FG 5781.1 EG 5782.20 FG 5783.4 EG 5784.06 FG 5785.9 EG 5785.93 FG 57877 EG 5787.79 FG 5789.6 EG 5789.66 FG 5791.5 EG 5791.53 FG 5793.4 EG 5793.39 FG 5795.0 EG 5795.25 FG 5796.7 EG 579701 FG 5798.4 EG 5798.68 FG 5800.2 EG 5800.25 FG 5801.5 EG 5801.73 FG 5802.6 EG 5803.11 FG 5803.8 EG 5804.49 FG 5805.1 EG 5805.86 FG 5806.5 EG 5807.23 FG 58079 EG 5808.61 FG 5809.2 EG 5809.98 FG 5810.5 EG 5811.35 FG 5811.8 EG 5812.73 FG 5813.3 EG 5814.10 FG 5814.9 EG 5815.48 FG 5816.3 EG 5816.85 FG 5817.9 EG 5818.22 FG 5819.6 EG 5819.60 FG 5820.9 EG 5820.97 FG 5822.3 EG 5822.34 FG 1 5824.1 EG 5823.72 FG 5825.8 EG 5825.09 FG 58277 EG 5826.46 FG 5829.1 EG 5827.84 FG 5830.4 EG 5829.21 FG 5831.6 EG 5830.59 FG 5832.9 EG 5831.96 FG 5834.2 EG 5833.33 FG 5835.5 EG 5834.71 FG 5856.8 EG 5836.08 FG 5858.1 EG 583745 FG 5859.4 EG 5838.83 FG 5840.9 EG 5840.20 FG 5842.5 EG 5841.57 FG 5844.2 EG 5842.95 FG 5845.6 EG 5844.32 FG 5846.9 EG 5845.70 FG 5848.0 EG 5847.07 FG 5849.0 EG 5848.44 FG 5850.3 EG 5849.82 FG 5851.7 EG 5851.19 FG 5853.5 EG 5852.56 FG 5855.3 EG 5853.94 FG 5856.0 EG 5855.31 FG 5765 -0+20 0+00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 # Revision Date By Job No. 2006-479.062 URSA Operating Company, LLC F _ 6SGM Drawn by: KS Jr Access Road &Profile Date: 3/29/2017 • Pe �fNl 1 1 8 West Sixth Street, Suite 200 Battlement Mesa PUD Phase II 1 C ��FA, Glenwood Springs, CO 81601 BMC F Pad QC: JSS PE: JSS Of 06 970.945.1004 www.sgm-inc.com File: PadF-Sheets 11:27 AM By: Anthony A/fini N 6 q.) q.)0 a N ZI .0 0 N I co O 0 0 co N 0 N 0 //1/STALL 2.0 c Y. ©50 = 9" RIP :RAR AT ; OUTLET OF DITCH, LANE :RIR' RAP WITH GEOTEXT/LE•, ,FA$R/C, 14'N O/7 EQUIVALENT.; CO CHECK DAMS' -7-0 BE INSTALLED AS APPLICABLE ,TO GRADE AND , NECES.YTY STORAGE (2500 SF) '. oo NR INSTALL 6.0 C.* D5P = RIP RAP AT OUTLET OF DITCH. LINE RIP RAP WITH ;GEOTEXT/LE FABRIC 140M OR EQUIVALENT:, BRUSH 'BARRIER AO EARTHEN BERM', TO\BE'JNSTALLED DOWNHILL. OF'TOE COLLECTION, PITCH INSTALL 2.Q C.Y D,y._'9" f7/P RAP AT OUTLET OF DITCH... \' INE RIP RAP _ WITH GEOTEXT/LE FABRIC, 140N'.OR EQU/V4LENT, 'BRUSH, BARRIER .AND EARTHEN, BERA/ ,TO BE, INSTALLED, BETWEEN TOE CCLLRCT/ON, ',DITCH `AND, UPH2L L. D/VERS/ON 'D/,TCH ------------ -------------- ---------------- -------------- INSTALL,, 2D50 = 9'" RIP RAP AT-C.Y.Y. ,OUTLET OF DITCH. LINE RIP -RAP 'WITH"GEOTEXT/LE FABRIC I40N OR BQU/VALENT ' ------------- ----------------------------------------------------------------- ------------- ------------- -------------- ------------------------ -------------------- INSTALL C'Y,. RIP R AT -OUTLET/0f7:18,7--CMP L7 RP _RAP_ WITH .GEOTEX77LEs _ _ FABRIC 140N OR: EQUIVALENT: --- 1' HIGH CONTAINMENT BERM (AROUND TANKS) TANKS' 1' H/GH CONTAINMENT BERM (AROUND TANKS) I I 4.00' —' —I 1 1-1 I (--'' PAD CENTER AT 5856.5 1' HIGH CONTAINMENT BERM (AROUND TANKS) TANKS '4.00' 1' H/GH CONTAINMENT BERM (AROUND TANKS) 4.00' Ursa OPER.nONI PAD FACILITIES AND STRUCTURES ELEVATION ...viii MI MENEMEN .■■■— VEHICLE TRACKING PAD SURFACE ROUGHENING W/ SEED CHECK DAM NOTES: Graphic Scale 0 25 50 100 In Feet: 1" = 50' 7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES (INCLUDING STAGING AREAS) NOT CALLED OUT IN THIS PLAN ARE TO BE TOP SOILED 4" MIN. AND SEEDED. 2. BMPs MAY VARY TO ACCOMMODATE LANDSCAPING. 3. CHECK DAMS AND INLET/OUTLET PROTECT/ON ARE TO BE CONSTRUCTED OF LOOSE ROCK OR ROCK SOCKS. 4. SEED MIX /S TO BE URSA DRY LAND MIX OR OWNER APPROVED MIX. 5. TOPSO/L TO BE SPREAD EVENLY ON TOP OF BERMS AT TOE OF FILL SLOPES. 6. R/PRAP TO BE ANGULAR /N SHAPE NOT ROUND OR COBBLE. 7 VEHICLE TRACKING PAD TO BE 8" DEEP OF 7 2" MINUS CLEAN SCREENED ROCK UNDERLAIN BY 1 40N GEOTEXT/LE FABR/C OR APPROVED EQUAL. 6SGM 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 II BMC F Pad Revision Date By Erosion Control Plan Job No. 2006-479.062 Drawn by: KS Date: 3/29/2017 QC: JSS PE: JSS File: PadF-Sheets Of F6 06 J