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HomeMy WebLinkAboutSite Plan.pdfSUMMIT MIDS REAM ,PROPOSED .' IPEL INE ROU ISOMER DEEP UNIT MEDIUM PRESSURE GAS PIPELINE 15 l LEGEND VICINITY MAP N.T.S. INDEX OF DRAWINGS COVER NOTES INDE% SHEET ALIGNMENT SHEETS I-8 STORM WATER POLLUTION PREVENT PLAN DETAILS *COLORADO DEPARTMENT OF TRANSPORTATION BMP DETAILS THE STANDARD COLORADO DEPARTMENT OF TRANSPORTATION BMP DETAILS, SPECIFICALLY IDENTIFIED IN THIS INDEX OF SHEETS HAVE BEEN SELECTED BY ME OR UNDER MY RESPONSIBLE SUPERVISION AS BEING APPLICABLE TO THIS PROJECT. ISSUED FOR CONSTRUCTION SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 40 0 40 80 HORIZ. & VERT. SCALE IN FEET 0 TREE 0 TELEPHONE M.H. SIGN 0 STORM ORA1N M.H. O POWER POLE 0 LIGHT POLE O UTIUtt POLE �~ FOREIGN PIPELINE O PROLE & UNDER- GROUND CABLE BOX —0— GAS LINE ❑ TELEPHONE PEO. —T— TELEPHONE UNE {} FIRE HYDRANT —AA— SUV. SEWER LINE O SEWER MANHOLE —e— WATER UNE ❑ WATER METER —1— FENCE UNE ❑ CAS METER — — CABLE LINE O GAS VALVE STORM 5EWER Pa WATER VALVE 0 800E LOCATION 12.750" 0.0. X 0.250' W.T. AP1-51-052, 7800' 12-14 MILS FBE 2 12.750' 0.D. X 0.250" W.T. A'I-51-052, 0' 12-14 MILS ME. 20-35 Id LS ARO VAM& WIOR fi AIA&NA INC ww.vco nwprrt ry GOGG ,, :o7-ssaoLS RP arca re�,1 MEDIUM PRESSURE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY. COLORADO 81E: 07-15-2011 SUm'E.EO 01 5110 B SSOCATES. INC. SCLC N/A 0N.'AN G: 011CXEO: COVER NO. DESCRIPTION on DWG. N0. DESCRIPTION N0. DATE DESCRIPTION 8Y CH.80. PROD. ENGR. ENG. APPR. DWG. FILE. CO-GARF-HDU-COVER Rev 0 For Pipeline Original Design -12" Pipeline STA Project: Summit Midstream Homer Deep Unit - Open Trench ANGLE 12+05.99' HOREONTAL Design for Class 3 Location 13+48.31' Bariows Formula: P=2xSxf 30° RT xFxExT D where: P = Design Pressure in pounds per square inch S = Yield strength in pounds per square inch (psi) D= Nominal outside diameter of the pipe in inches t = Nominal wall Oldness of the pipe in inches F = Design factor, see included chart E = Longitudinal joint factor, see included chart T= Temperature derating factor, see included chart 30° LT oar HORIZONTAL 1° LT U.O.T.Clese F Test Factor Pipe Type E Temperature T HORIZONTAL 1 2 0.72 0.60 1.1 1.25 Seamless BM t.00 1.00 4250E 250'X'300 1.000 0.967 16+74.07' 3 4 Cpr9talUn 0.50 0.40 0.50 1.5 1.5 HORIZONTAL 3004(4350 3504%4400 404X4450 0.933 0.900 0.667 HORIZONTAL 19' LT 41+45.31' HORIZONTAL 7° LT 50+02.52' For TITisSection: S t D F E T 12° RT 52,000 0.250 12.750 0.500 1.000 1.000 68+03.29' HOREONTAL 1°LT Established MAOP _ 1014 psig 1° LT 76+83.32' HORIZONTAL 1° LT From P= 2 x52000x0.25 x0.5 x1 x 1 8° LT 80+85.58' 12.750 8° RT 83+98.91' HORIZONTAL 1° LT 100% SMYS Max P = 2,039.22 pounds per square inch 1° LT Design P = 1,019.61 pounds per square inch Based on Class 3 location Percent of yiekt strength= 10.14.00 = 2,039.22 49.73% BENDS SUMMARY TABLE STA TYPE ANGLE 12+05.99' HOREONTAL 93° LT 13+48.31' HOREONTAL 30° RT 13+68.31' HORIZONTAL 30° LT 34+57.82' HORIZONTAL 1° LT 40+20.01' HORIZONTAL 15° RT 52+74.28' HORIZONTAL 18° RT 78+55.95' HORIZONTAL 57° LT 78+82.49' HORIZONTAL 55° RT 2+74.85' HORIZONTAL 20° RT 16+74.07' HORIZONTAL 1° RT 22+02.86' HORIZONTAL 2° LT 37+13.70' HORIZONTAL 19' LT 41+45.31' HORIZONTAL 7° LT 50+02.52' HORIZONTAL 10° RT 52+42.00' HOREONTAL 9° RT 58+51.49' HORIZONTAL 12° RT 60+42.22' HORIZONTAL 22° RT 82+33.38' HORIZONTAL 7° RT 68+03.29' HOREONTAL 1°LT 71+07.94' HORIZONTAL 1° LT 76+83.32' HORIZONTAL 1° LT 78+69.51' HORIZONTAL 8° LT 80+85.58' HORIZONTAL 8° RT 83+98.91' HORIZONTAL 1° LT 86+03.84' HORIZONTAL 1° LT CONSTRUCTION NOTES 1. It shall be the responsibility of Contractor and Contractor representatives that it has: carefully exantined Summit Pipeline Specifications for the mark, inspected the route of the work, and acquainted itself thoroughly with all conditions likely to be encountered in performing the work hereunder. 2. Contractor shall comply with the Standards for Pipeline Installations and Operations within land held by BLM 3. Contractorackmowledges the inherent dangers involved in constructing near and around electric transmission power lines. Each employee of the contractor, included but not limited to the contractor direct employee, and each individual person employed by subcontracted engaged in perforating work related to the installation of the Summit' pipeline system as described in the attached drawing, will be certified by BLM to work in and around BLM's electric transmission lines. 4. Contractor shall take all necessary and proper safety precautions to protect from accident or injury, all persons (including its employees) who may be at, on or within close proximity to the premises where the work is being performed, and shall designate and appoint a qualified employee to be the Safety Supervisor for the entire project comprising the work. Such Safety Supervisor shall be responsible for the enunciation and enforcement of adequate, reasonable and proper safety Hoes and procedures and emergency procedures necessary to safely complete the nark 5. While an attempt has been made to locate existing pipelines adjacent to and crossing the proposed pipeline route, there is no guarantee that all lines have been located. The contractor shall determine the exact location Of all existing pipelines and foreign underground obstructions before commencing work The contractor agrees to be fully responsible for any and all damages which might occur due to contractor's failure to accurately locate and preserve these underground utilities Contractor is to notify all foreign line owners adjacent to or crossing their lines before construction. 6. In order to insure the safety of all parties, the contractor shall contact the Colorado One Call System (1.800-922-1987) a minimum of 43 hours prior to the commencement of any excavation activity. 7. Pipeline shall have a 6' (72") depth of cover to the top of pipe unless otherwise noted. 8. The Bidder shall provide a detailed construction schedule in graph or CPM Tom. The construction schedule shall include a staffing curve and list of equipment that the Bidder proposes to use to complete the mark contemplated herein. 9. The construction & installation of Summit gas pipeline shall comply with TOILE 49 -- Pipeline Safety Part 192 Transportation of Natural and Other Cas By Pipeline: Minimum Federal Safety Standards. 10. Welding oldie pipe shall confomt to the latest edition of the API 1104, "Standard for Welding Pipelines and Related Facilities", latest edition ofASME B31.8, and Summit Midstream Welding Standards. Each weld used to join the segment of the pipeline system will be 100% radiographic inspected and tested. 11. Coordinates listed are based on U.S. State Plane, NAD 1983 coordinates. 12. Contractor shall supply a Contingency Plan for HDD for use in the event of an unsuccessful HDD attempt or in the event of a "frac out" of drilling fluids 13. Contractor agrees to abide and comply with all terms, conditions and limitations contained in any of Company's easements, rights -of -my, licenses and pemits relating to the work and the indemnification clauses, if any, contained therein. Contractor acknowledges that it has the opportunity to examine and fully review such easements, rightsof-way, licenses and pemtits to familiarize itself of the conditions inherent in the work and for the observance of which Contractor assumes responsibility hereunder with respect to the performance and accomplishment of the nark and the obligations of indemnity expressed elsewhere in this Contract. 14. The Contractor represents that it has authority to do business in the counties of Mesa and Garfield and the state of Colorado, including possessing all necessary permits and licenses necessary for the performance and completion oldie work. 15. Pipeline routing is based on information provided by others. Actual construction routing, both open cut and bore sections, may vary as required for safety, constroctability, or for other engineering reasons. 16. ALL UNDERGROUND UTILITIES,WHETHER SHOWN ON THESE DRAWINGS OR NOT, SHOULD BE LOCATED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO DIGGING, TRENCHING, OR BORING 17. Proposed and existing pipelines, along with all underground obstructions to be staked prior to construction. 18. All underground obstructions may not be located. Contractor is responsible for final location of underground obstructions. 19. Contractor to paint all above ground fabrications as per Sunmtit Contract, Part IV - Specifications and Drawings, Section 13. 20. Contractor to fence all above ground sites unless othennise directed. Fencing material shall be vinyl coated chain link, with slats and all fences shall be 8'-0" in height, with truck accessible gates. All above ground sites will be covered with 4" of crushed rock. 21. Company reserves the right during construction to adjust the length of the pipeline installed by trench and bore (Horizontal Directional Drill and Conventional Bores) and alignment required to meet current and future conditions. Final design detail will be recorded in the Record Drawings. 22. Drill bore profiles are estimated and the actual bore may vary. 23. Contractor shall install pipeline caution tape above the pipe half the depth of cover in trenched areas ISSUED FOR CONSTRUCTION LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 40 0 40 80 HOW. & VERT. SCALE IN FEET 0 TREE 0 TELEPHONE M.H. SIGN O STORM DRAIN M.H. O POWER POLE G LIGHT POLE O UTILITY POLE -n- FOREIGN PIPELINE - - - - POWER LINE O P.POLE 5 UNDER - 090053 CABLE 00X -4- GAS LINE A❑ TELEPHONE PEO. -T- TELEPHONE LINE Y FIRE HYDRANT -Ir-- 5AN. SEWER LINE O SEWER MANHOLE -e- WATER LINE ❑ WATER METER -a- FENCE UNE ❑ GAS METER - - CABLE UNE O GAS VALVE STORM SEWER 04 WATER VALVE 0 BORE LOCATION 12.750' O.D. X 0.250" W.T. API -51-052, 7800' 12-14 MILS FEE /A04\ Mil' IDSTE 2 12.750' 0.0. X 0.250" W.T. API -5L-052, 0' 12-14 MILS FBE, 20-35 MILS ARO V�I/1{ WIER 6rA950C01TE5, rINC MIMI.. Tx 70013 scm. P rem"giiro�o.�x MEDIUM PRESSURE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO 0410: 07-11-1019 SC4r: N/A 07.179 07 4001000: NOTES N0. DESCRIPTION OTT 000, 50. DESCRIPTION N0. DATE DESCRIPTION EY CH'K0. PROJ. ENGR. ENG. ;PPR. DWG. FILE. CO-GARF-HDU-NOTES Rev 0 HDU-NOE% PH2-REVO.dwg PROPOSED 12" PIPELINE 5700 5600 5500 5400 5300 5200 5100 10+00 20+00 30+00 40+00 50+00 60+00 70+00 5700 5600 5500 5400 5300 5200 5100 80+00 88+00 1-=1000' LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 40 40 80 HORIZ. & VERT. SCALE IN FEET 0 TREE SIGN O POWER POLE O VTIUTY POLE P.POLE 0 UNDER- GROUND CABLE BOX TELEPHONE PED. FIRE HYDRANT SEWER MANHOLE WATER METER GAS METER GAS VALVE WATER VALVE XODOO ¢❑ 0 O TELEPHONE M.H. 9 STORM ORAIN M.H. O LICHT POLE — II— FOREIGN PIPELINE - - - - POWER UNE —0— 085 LINE — T— TELEPHONE LINE — 1+ — SAN. SEWER LINE —•— WATER LINE —K— FENCE LINE — — CABLE LINE STORM SEWER Q BORE LOCATION 12.750. 0.0. 0 0.250' W.T. API -51-052. 7800' 12-14 MILS FBE ISSUED FOR CONSTRUCTION TisEA.ul 2 12.750' O.D. K 0.250' W.T. PPI -5L -X52, 12-14 MILS FRE, 20-35 MILS ARO VIIAWIER .ABBOCIATEBIINC v.Em u+oma PALS. ollor. fern .0-11. MEDIUM PRESSURE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO PM: 04-15-2014 SUWrE'. BY: MER A f5500 IES. 151t. SCALE: N/A 013,1,1 NO. DESCRIPTION CITY DWG. NO. DESCRIPTION N0. DATE DESCRIPTION 8Y CH'KO. PRO). ENGR. ENG. APPR. 0100020: INDEX DWG. FILE. C0-GARF-HDU-INDEX Rev 0 t r v-. - -- - �...� �'--- -. :.... -; .....;.:... ....tom 20+00 30+00 40+00 50+00 60+00 70+00 5700 5600 5500 5400 5300 5200 5100 80+00 88+00 1-=1000' LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 40 40 80 HORIZ. & VERT. SCALE IN FEET 0 TREE SIGN O POWER POLE O VTIUTY POLE P.POLE 0 UNDER- GROUND CABLE BOX TELEPHONE PED. FIRE HYDRANT SEWER MANHOLE WATER METER GAS METER GAS VALVE WATER VALVE XODOO ¢❑ 0 O TELEPHONE M.H. 9 STORM ORAIN M.H. O LICHT POLE — II— FOREIGN PIPELINE - - - - POWER UNE —0— 085 LINE — T— TELEPHONE LINE — 1+ — SAN. SEWER LINE —•— WATER LINE —K— FENCE LINE — — CABLE LINE STORM SEWER Q BORE LOCATION 12.750. 0.0. 0 0.250' W.T. API -51-052. 7800' 12-14 MILS FBE ISSUED FOR CONSTRUCTION TisEA.ul 2 12.750' O.D. K 0.250' W.T. PPI -5L -X52, 12-14 MILS FRE, 20-35 MILS ARO VIIAWIER .ABBOCIATEBIINC v.Em u+oma PALS. ollor. fern .0-11. MEDIUM PRESSURE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO PM: 04-15-2014 SUWrE'. BY: MER A f5500 IES. 151t. SCALE: N/A 013,1,1 NO. DESCRIPTION CITY DWG. NO. DESCRIPTION N0. DATE DESCRIPTION 8Y CH'KO. PRO). ENGR. ENG. APPR. 0100020: INDEX DWG. FILE. C0-GARF-HDU-INDEX Rev 0 COUNTY & STATE GARFIELD COUNTY, COLORADO a =o 0 2 a' W 2 IZ O e5 UNITED STATES OF AMERICA BUREAU OF LAND MANAGMENT STATIONING & TRAVERSE ANGLES w i< - o' e^ p s o o$ ° °O m Oz2 nwo'Q L+.I 00 m ^o6 a rc wrcrc ¢ o xogg 'g - NOTE: k+ TRENCH SAFETY SYSTEMS WI; $ SHALL MEET OR EXCEED ¢ m a J U.S. OCCUPATIONAL SAFETY o °c°a o O AND HEALTH 5 o a w ADMINISTRATION STANDARDS. Ea a tA ° m m co co }, 1ti _.., �OYi�C.O.-_.. -" y,F10 ��'//�j>S�� ? As OV�� o @ o 661.E o I_ ' 1 1 ( jl �<0 GP "' . 1 '� \� y �' �:: A / J �. \ Y" a:� sT `� STA 10+00 UNITED`STATES i • -'N\ BEGIN PIPELINE OF nMERlC4 t. �y43 .;, CONSTRUCTION .�� -BUREAU OF h / �' 5653 -;d �\ N= 1573377.03 t '; LAND MANAGEMENT i \_\ ! E= 2189429.86 t ;� ` <2-12' PROPOSED � 56 Qf 4.>9 o� 'fir (i ��` / ` , r 19}� ., `-`. 5699 Ls6 S SO 6S/ OkL ,..L:. 10.4' /Yc •- 1 AS LIN , I w s Z I.D -I I Is Ops ,� 05.99' \`. }• \ i \ oo . I \ `� 1' E l . � ,1 -., ur 566 J F. I \11 \. y_/ %� 1 ; , ;T 01• , '. 1 '. \ , ., i', B if ; 51-1 { 9Of ET5 -., �_ i . '' :_ TRF GF EZIM�- ., �._ . ::: _ _ ...-.... :: .- _....5663.:._.. i PE ' SCf :5 Opp. . - 565P- ....: ._-.. - .. _ ...__ l'(Gb of - ` -.` _ -... ti. 5Lp7i .. _ _•. _" i ,I _ OII � ,.. s ,q., ��� �C `S ` .. - .. moi'' p0 _ A G .. , ..T., i 45' iF_fAPOR CONSTRUCTION :. EAS EMENT -: Llpie I r .. _ Y . ._.------:.-----:-=' - •' - ;-h, f..-.:.--'---I,.--.-d, II . • , a / ��Of ��y �p4� /E. j�j : ::: 6 D .I S,5 ...NZ 65.6 __ O t' LT A --'l \ ,g \ o ' I r �OQ�_. -. S6S -- _ _ _. . y . •...565 •8 . \ s L, S `� � 66 ---_--- !.,! 366.7 i ±,• - \ 5f._.,y y AO. .. / - - -:- - \ . - '' I s0) ATE w _ SEDIMENT REINFORCETRANSPORTATION IN AREAS OFD SILT FENCE - 70 DE USCO SHEET FLOW _ 1 / 1 `- 566 1 /� i -- �+ 'f F - - - - }) } _ �j - i . -- _ r - " 566` �� �` r '-�.. .....� _...-'9-6--6/ -� 6 - 'S '' _.. _ - /,//�! - roTO / 663 - `` I' _-`-^���q. 566ja 5662 y56.6 -......�.. I �'.\�5 9 jj � A ALL C0.VC NTRATED FLOWS 1E55 NONE Ci LT ACRESM E THA QB ° ft,E ,1,5�' �f 3111 VEGETATED BUFFERS MINIMUM 10' WOE USED TO • MITIGATE SEDIMENT TRANSPORTATION IN AREAS OF 46366 )$ EEA ONLY. RANWHERE T 1 CE rI ... 1 iV- ... �... i STA: 12+06 G : .. _ ........ �� J6 _- •' 6 : -r'- �' i / �.. 6 - 65 STA:' 13+68 '-- .- BEND 92'51'38' L ...- -' S6 S L- 1 �. BEND 30'0:0"-L.._.. -.� 6l _ 66, \ ,.., � P OT '- .1..5667 - G _... _ _ _ -.. 5668 S 6 %(p G' J .-,rte "' 5668 -- - 5 6? O�• '.., :. ,•:: .... ._ .- I~ __ _ _. \ 56 566 - `. -. ._ 70-._. _-� ... Gi , _:... '� - t !� \'S 56'5:9 y 7,Q , 1 ,- - 5671 - - l - 6? \ (� ,GPS ("Ih'_ 1.._ � -- ...5672... ...... ,i- ,'• $6 0� b _ �� . ' G 6�_ _ � /.. OQ ' y \`-- �� ' - "' „ _ ....5673 -. \ 4 / % __ - - _ 0 '\ \ • - 2 ���" CANNOT�BEVESTABLISHEOA BRUSH OARR R OR SILT j! i1 FENCE CAN BE USED IN CONJUNCTION PATH BUFFER, II u 41 ., ! _ - HG> 0108 ENT TRAP STONE OVERFLOW - MINIMUM 18' � � RICH AT CENTER AND AUGNEO TO DIRECT FLOWOVER4A/4� CENTR OF RM. USE IN TCO ' IN WATERSHED ACR MN / BERMELENNGI A$- �D CULVERTS. TYPIC /J C00 FEARS TO SW SEAL APPLIES TO SWPPP LENGTH) DESIGN RECOMMENDATIONS .CONTRACTOR SHALL RENEW BLIPS DAILY AND AFTER EVERYRAINEVENT- IN AREAS WHERE ONLY. SUGGESTED 88P5 ARE NOT EFFECTIVE CONTRACTOR SHALL REINFORCE OR ADD MOTIONAL OAIPS AS NECESSARY TO REDUCE ER090,4 AND SEDIMENT 1RANSPORATION; T. Q T. m- a 0^ z$ - _ - 1,050' o a 44 > CLASS LOCATION 3 HYDROSTATIC TEST PRESSURE (P,0.1.0.) 1,800 PSIG MIN -2,000 PSIO MAX M.A.O P. (P,S.I,G.) 1014 PSIG _ _ 5690 5660 - - • 5690 EXISTING GRADE 5680 5670 I _�_ _ . __-._- _ __._. _-- , - i 5670 _I 5660 LL o I I 5660 a 5650• E 5650 I • - TOP OF - .. r • • - 12' PPELWE.__. °ROPOSEO 5640 1 ) 5630 5640 ISSUED FOR 5620 I I 5630 CONSTRUCTION 5620 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 INFORMATION OXIVATG UCATIO.DNES ES;DWNN METINGENERAL MEW:1NATEL NO URVEY CONTEDFACM oREMasN.ns NO wReEYcaGRAcrDR SIN.I. YEA. MKT ADCATONANDELEVADEN LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION I \ \' 1. BEA PIGS SHOWN HEREON ARE CORRELATED TO THE COLORADO STATE SYSTEM CENTRAL ZONE, SO2, NAO of 1983, AS SCF ILL MATING UfMIES N N. GFMAN ONTODONSERUC119NA`JCPA COLpUDO DNE ATa110R1d069d40512 (�"� 0 TELEPHONE M.H. (,yl TREE I _ 12.750 O.D. X 0.250' W.T. API -5L -X52, 1,050' 1JI) J�-T.i' =r: l%1 ... 0p1Lq,Y,ECOOR025 pEaIVED BY DPS FIELD OB$ERVAnpv9. Z. YERTNAL DATUM IS BASED ON THE NAND OF 1989, AS OERWEO 6Y usgT(0 urvcwNa¢a•nFAn2 V'0 RNADOAASNAHOAg..RTa SIGN 0 STORM DRAIN M.H. -v-• {T LIGHT POLE 12_14 MILS FRE aDmsml �z5°^%^s L`^=^ VIIAWIBR 8 A99OCP.A;, INC GP5 FIELD OBSERVATIONS. RNanOx 0 POWER POLE 2 12.750' 0.0. X 0.250' W.T. API -5L -x52, O' v rcR arc MO DI 3. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS GENERATED- FROM PROAOUS MAPS ANO SURVEY, CONTRACTOR SIS V,,RITY EXACT LOGRON AND ELEVATION OF ALL EXISTING UTILITIES IN AR0A WORN0 , \ . ` 0 UTILITY POLE FOREIGN PIPELINE oft - POWER UNE PROLE h UNDER_ 12-14 MILS FEE, 20-35 MILS ARO �. arEG V.asRl RPLS fdit0 %)+Sf-TNA PRIOR TO CONSTRUCTION ANO CALL COLORADO ONE CALL SOLER AT 15 811 OR 1-800-922-1987 AND ALL OTHER min, COMPANIES AT . ` 1 (��) T� .COLORADO. `:O l_llRAl0. O-$�� GROUND CABLE BOX —O— GAS LINE ❑ TELEPHONE P£0. —T— TELEPHONE LINE MEDIUM PRESSURE LEAST 2 WORKING DAYS (AB HOURS) PRIOR TO CONSTRUCTION. I "-"- "' ` ""' "' 'CRY% ( <:). FIRE HYDRANT —N— SAN. SEWER LINE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, 40 0 40 80 1-500-922-1987 0 SEWER MANHOLE —4— WATER LINE COLORADO WWNUIIOC2ORG 0 WATER METER —X— FENCE UNE DU 01 OTAY HOW. & VERT. SCALE IN FEET COLORADO ONE CALL SYSTEM ❑ GAS METER —.— CABLE LINE As SHOWY scam aS H10Tc1 0147 STGPEM 0: 0 GAS VALVE STORM SEWER D0 WATER VALVE O BORE LOCATION Al0. DESCRIPTION OTY 000. NO. DESCRIPTION N0. DATE DESCRIPTION 01 CH'81). PROD ENGR. ENG.R. APP CHEaEa A8 DWG. FILE. CO-GARP-HDU-ALIGN-1 ALIGNMENT SHEET 1 Rev 0 0 T. 3 i9 u S m COUNTY & STATE GARFIELD COUNTY, COLORADO = O REINFORCED SILT FENCE - TO OE USED TO MITIGATE /M�\ SEDIMENT TRANSPORTATION IN AREAS OF SHEET FLOW O y Z tr Z AS O AND SMALL CONCENTRATED FLOWS LESS THAN ONE ACRE VEGETATED BUFFERS - MINIMUM IO' WIDE USE0 TO MITIGATE SEDIMENT TRANSPORTATION IN AREAS OF E �- M , f .'.I?p8 Ff �i%4ti f1`; G '� �'�' 11 f { 1R3 881110 STATES Of AMERICA BUREAU OF LAND MANAGEMENT 43 LU V' t9 ? Q O W y P. O' y < CO ,... I X----,...-- SHEET FLOW ONLY. WHERE VEGETATION 15 SPARCE OR '1 R-- -"� CANNOT BE ESTABUSHEO' A BRUSH BARRIER OR SILT FENCE CAN BE USED IN CONJUNCTION WITH BUFFER.Ayl SEDIMENT TRAP/STONE OVERFLOW - MINIMUM 18" HIGH AT CENTER, AND ALIGNED TO DIRECT FLOW OVER CENTER OF BERM. USE IN AREAS CF CONCENTRATED FLOW SUCH AS CHANNELS AND CULVERTS. TYPICAL JACOB BERM LENGTH = WATERSHED ACRES/10' (8' MIN. LENGTH) DE5100 CONTRACTOR SHALL RENEW BAPS DAILY AND AFTER EVERY RAIN EVENT. IN AREAS WHERE ONLY. SUGGESTED BLIPS ARE NOT EFFECTIVE CONTRACTOR SHALL REINFORCE OR ADD 8001001151 ()MPS AS NECESSARY TO REDUCE EROSION ANO SEDIMENT TRANSPORATION. -i G� 46366 2 - 4T il "• 'I \:- `1''',.:.-4,-----„,.....-- A` y' r ' �!eel, 7�f<< FEARS P.E. (!46366 R COMMEENOATITIO S NOTE: TRENCH SAFETY SYSTEMS SHALL MEET OR EXCEED U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. - - f J \ h I \ \ N s`TS 6'U1S 6,ya b j. h \ `:.:: --_.-- -" T `630 STOP OF SLOPE _✓-�--` •. TOE>S'F SLA -:5630-- /- - 'S s l� ' "' Sg3p -_- .5625 '.' ..-' _ -' \ y6"P- ���.,,w362S _ o-i0�9 6ry0 - \\ ' \ \ 2089.51' h �� M '--:1-‘2,..P....:5-1T- SLOP �..„., N54.16'14 -E M `p uI 6, S6,_ S62 .5628 �•, .' ,. :N m i dS 32 '' 6 630 9..: �\_ 3A 5 ' 5.6.30 TOP-0F�LOPE 30' PERMANENT {. . _,.. `. ., .. ._, ,,. •, ,, EASEMENT _ . \ i _•• Tj�FLi1P� -5625-----5630---.•$6 �lF S A -- //1` , i ,..,. ,.._.. . T ,.\ . ' .. _. - ,. •.. - _- TOP OF'SLOPE -- __. 56 `..- . _.? . - . _,56 ,._ _.` -1 `...` `.. ,.. ... ...563231 '\ ..__ .._.. �--. l _ _ .. _ ,.._ 633 —— 530 F ,..� • I TVP..%•. 00 a.+00 ' 21. 1 1 2 0 2 00I �J^} _ '6+00 ``'. Yi_27+.11'28+1.-.,.. 63 0 3 00 -�' . 6. 29 1 i _.. _ .. 56 w ' --I—. — - --1- —F- --F ,. -- . GAS LINE 11.3' - 'i + I' -".. O '.. -. —� i I I I I— -f._-__ - GAS LIN _ _ _ - .-_ .. J' _C ;..... \ , " lL,c .! T.YP __. CAS Llf lE Z 0 Q ,. - ., ....., `` IJp Z UN -�. Q `�, \SB g� , 55 5656. 565)': C G _ \ '.:, ' '., -` to:ii 5 652 , \ \. \ S6S3 ;, ' \ '.. 54. ` .. _ W.. `, '+. ... -..._696 ` '-, . \ .. 5650 699 ..._ - -, _ G C ,— C G \.,< \ '`5639 ! 12' PROPOSED �, ` •• PIPELINE '\ ...._ ... • r 78 ,\ '� n. - \ `'---' - ” _._.-._..-_ , \Ss n 3•,OF spm -... - \ y, ,` \ ,... ._. .._..--- - .. ,., '... r `..: -..... . . ..... ........_.. ..._.A _ ...... -' .._ ....-.. .. \ 1 ' . ... - ,�. � .... _.ter GOI G .. ... o ..... -EASEMENT.. 5611 -- " - . -6a2 .. h _ ,5643 - „.645-"" 46 - 2 . _ G. C G C .. .. .. C. ... -. . .. '6 O '. _.. _ -- . .. 45' TEMPORARY 1 ._. -5637. CONSTION 0 - ...... .. - .... 5638 -.__. ... - UNITED STATES AMERICA BUREAU OF LAND MANAGEMENT .. _ �� - .,,.:r - - .... _ .. - 5639 Wo - _ .. ` .. ro P w Q E. p tja 1050' n.- CLASS LOCATION 3 HYDROSTATIC TEST PRESSURE (P.S.I 0.) 1,800 PSIG MIN - 2,000 PSI0 MAX M.A.O P.(P.S.I.O.) _ 1014 PSIO -- - - --- _ - 5680 PROFILE I � 5680 5670 5660 I ( 5670 5660 - ---- - - - -- — — '.' EXISTING GRADE I ' 5650 5650 5640 - -TYE. - - - - — 5640 t 1� L 5630 —� —_.• 5630 5620 .. ... I ___. _ �..__ ...__--iT2 P PFFP POSED. _.- __.---- _ i - ISSUED FOR 5520 5610 -� - - - ---' '-I - - - -- - -_ - --- - -' _ ' - - -- --- CONSTRUCTION 5610 20+50 214-00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 294-00 30+00 31+00 GENERAL INFORMATION P0.100514.5NOM.,CDNNACCR StNLVEAIPY EXACT LOCAr1011..101EVATKKI LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION.l ��,�� rr I. BEARINGS SHOWN HEREON ARE CORRELATED TO THE COLORADO STATE PLANE COORDINATE SYSTEM CENTRAL ZONE, 302, NAD OF 1983, AS OF A11.31040001unESNARFAawowc RLN TO CONSTRLCRN.veI Cut Cola.. MEC. SYFTENAT0II OR 1im901108110 0 TELEPHONE M.N. 0 TREE I 12.750- O.D. X 0.250- W.T. API -5L -X52, 1,050' IA J J i./.1' is L A. 1Y) ......... . ' DEFIED BY GPS FIELD OBSERVATIONS. $. VERTICAL DATUM 5 BASED ON THE NSVD OF 1918, AS DEFIED BY Il` 5551UTMYC4M:MF4AT1E15T1 `0^'060 wraWnpRRW,0510 T 0 STORM DRAIN M.H. SIGN 0 LIGHT POLE 12-14 MILS FBE VII!\WIEp 8�A990C1ATE9, IN0 OBSERVATIONS. FIELD OBSERVAiS. cOSTRUCT".p p POWER POLEO• 2 12.750" O.D. X 0.250" w.T. API -SL -x52. >N nk �e Sro�s;[ laf 3. 1-008EXISTING moms ARE SHOWN IN 0. C0N1IHATE LOCATIONS GENERATED- 100o1 PREIOUS WLRS AN0 SU1VEY. 55180 51(1 5PALL VERITY EXACT P810811 AND ELEVATION OF PLL EXISTING AREA OF WARK -- 0 UTILITY POLE II FOREIGN PIPELINE me - P01YER LINE 0 P.POLE & UNDER- 12-14 MILS FBE, 20-35 MILS ARO _ , ' 10 "'447- PALS. mem 0,1 1s-611 00051- 0 PRIOR 10 CONSTRUCTION AND CALL COLORADO ONE CALL SYSTEM AT Bit OR f-ROO-92$-1987 AND All OTHER COMPANIES AT . ID Q -C.O.T,O{.dOO F., V GROUND CABLE B04 —1— GAS LINE ❑ TELEPHONE PED. —T— TELEPHONE LINE MEDIUM PRESSURE TO CO LEAST $ WORKING DAYS {<B HOURS) PRIOR TO CONSTRUCTION. .�f:�t ''• - - —� FIRE HYDRANT —SAN. SEWER LINE__GNiFIELD HOMER DEEP UNIT PIPELINE COUNTY, 44 0 40 80 1-800-922-1987 0 SEWER MANHOLE —•— WATER LINE COLORADO '� VINNUNCCaoRG ❑ WATER METER —0— FENCE 118E RRTE: 01-1E-0017 No.: 80812. & VERT. SCALE IN FEET COLORADO ONE CALL SYSTEM ❑ GAS METER —1— GABLE LINE - RULE: As 91onn DRAM BY: MC 510 s0cuwr ID: o GAS VALVE STORM SEWER 6c WATER VALVE 0 BORE LOCATION N0. DESCRIPTION OTT DWG. N0. DESCRIPTION N0. DATE DESCRIPTION 8Y COO). cnGR: APPR DEMI ,,F DWG. FILE. CO-GARF-HDU-ALIGN-2 ALIGNMENT Rev 0 COUNTY & STATE GARFIELD 0 x0 00 Z W O o8 Tn 48 z(7 0 O 00 1- Q H- F (9 Q 00 4 0. O 00 REINFORCED, SILT FENCE - TO 00 U5E0 TO MITIGATE SEGMENT TRANSPORTATION IN AREAS OF SHEET FLOW AND SMALL CONCENTRATED ROWS LESS THAN ONE ACRE VEGETATE° BUFFERS - AIINIMUM 10' WOE USED TO MITIGATE SEDIMENT TRANSPORTATION IN AREAS OF SHEET FLOW ONLY. WHERE VEGETATION IS SPARGE 00 CANNOT BE ESTABUAREO A BRUSH BARRIER OR SILT FENCE CAN BE (15E0 IN CONJUNCTION 015-1 BUFFER. SEDIMENT TRAP/STONE OVERFLOW - MINI1.10I4 18' HIGH AT CENTER AND ALIGNED TO DIRECT FLOW OVER ......P19--- ofiVZIMXzp CENTER OF BERM. USE IN AREAS OF CONCENTRATED 7/24//4/ FLOW SUCH AS CHANNELS AND CULVERTS. TYPICAL BERM LENGTH =WATERSHED ACRE5/10' (8D MIN. JACOB FEARS P.E.648368 BERM L SEAL. APPLIES To SWPPP DESIGN RECOMMENDATIONS I CONTRACTOR SHALL RD/1E0 Hips DAILY AND AFTER EVERY RAIN EVENT, IN AREAS THERE ONLY. SUOGESTE0 0MPS ARE NOT EFFECTIVE CONTRACTOR SHALL REINFORCE OR AOD ADDITIONAL MPS AS NECESSARY TO REDUCE EROSION AND SEGMENT 1RANSPORATION. UNITED STATES OF AMERICA BUREAU OF LAND MANAGEMENT COUNTY, UNITE0 STATES OF AMERICA BUREAU OF LAND MANAGEMENT COLORADO #22 ENTERPRISES, LLC ITEC. N. 800324 '5615 - I 7 STA '34458 ©END 01'16'07' L PERAIANENT EASEMENT ------5630 00 - +00 34+00,• 00. . r INE 5639 ^.--145 L 35 5637 5638- - 5639 ----_I --^----- 2089.51' N59' 16' 14 • E ALJ 1 10 „7 MN c 35+00. .5645 -36+00� 5640 ...5642 56A`. 56q'S .56A5 ,56p 56cs'056.0 5 5650 5 5\ 4j6y6655 F3 7,, 6�5 5 csFP 5659 5649 ' - .' - --- 12' PROPOSED PIPELINE 45'-TEMPORA1.3Y-56566V62 566666.66"1.60 9 CONSTRUCTION .06.566 �6q 5 -56 566 . --EASEMENT- 5 5670- y -E7 1 -�\ / I 56,. 3�0--.... 6S AsI L r v 0 6E`)jf. ss s� 66>6‘006. . \ 12'0 L '1040. 0C AOC4Y LIOUNTA u 55(J501 .COI.PAYY, 1117 SJ 0.0GAS0. AND E51JT. 562.19' N53'00'07"/ �SSG9� s) Sti 66, 1122 ENTERPRISES. LLC---`--� / ITEC. N0. 800324 ,_ O.P.R.C.C.C. CLASS LOCATION HYDROSTATIC TEST PRESSURE (P.S.I.O.) M.A.O P. (P.S.1.0.) (!) 1050 3 5,800 MO MIN • 2,000 PSI° MAX 1014 PSIG 0 00 0, 5690 5680 5670 5660 5650 5640 5630 }j._44 55P• 5620 5610 - ---- -' 31+00 32+00 f NOTE: TRENCH SAFETY SYSTEMS SHALL MEET OR EXCEED U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 5690 5680 5670 5660 5650 5640 5630 5620 5610 41+00 41+50 ISSUED FOR CONSTRUCTION GENERAL INFORMATION 1 P1 40000Rp04TE 5 5T£MC CORREENTR4L Z00NE0, 902, (43000 R"8 'STTE 0(0500 BY 045 FIELD OBS00005 0. 2. VERTICAL DATUM IS BASED ON THE N4Y0 OF 1906. A5 DERIVED BY GPS FIELD OBSERVATIONS. 3. 0515000 U5011ES ARE SHOWN IN 000000IM4TE LOCATIONS GENERATED FROM PREVIOUS MAPS AN0TON FSURVEY. 5`ONTRACTOR SHALL VERFT EXACT LOCATION 110 CONSTRUCTION AN0 0414, COLORADO ONE (911 IN S 5104 41 011 OR 1-600-922-1987 AND ALL OTHER UTILITY COMPANIES AT 1045T 2 WORIONG DAYS (46 HOUR5) PRIOR TO 0055700(5 N. 40 0 40 80 HORIZ. & VERT. SCALE IN FEET Eon. MO R55HPN1N Daeu1®raaA PREMOUS MLPS ND AAYflD. COW MOTOR 914L YETGY1 1CI10t51Kn Ab1 E.11. OFALLSXI S1:HO1/0A21ESNARFAOF MAK AR0402 RA TOCOA51900O0N NKIC4E COLORADO DYE GAIL SYSTEMAT 51108 181,0-912.1917NIO All OTHEROIIMTYCO.PIN£SAT L 70 WiRIONO GAYSLLP NOLNA .4 TO CONTROCRCN -COLORADO-811 1.800-922-1987 WAWUNCC2.ORO COLORADO ONE CALL SYSTEM LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 0 O 0 X01700<>❑ TREE 0 TELEPHONE M.H. SIGN 0 STORM DRAIN M.H. POWER POLE RICHT POLE UTNTY POLE --II— FOREIGN PIPELINE — Wx — POWER LINE P.POLE & UNDER- GROUND CABLE 009 —5— 045 UNE TELEPHONE PEO. —r— TELEPHONE UNE EIRE HYDRANT —A;— SAN. SEWER LINE SEWER MANHOLE —A— WATER LINE WATER METER —Y— FENCE UNE CAS METER —r— CABLE LINE GAS VALVE 570544 SEWER WATER VALVE GORE LOCATION 12.750' 0.0. X 0.250• W.T. API -51-052, 1050' 14IJi Ti'._}:III 12-14 MIL5 FETE 12.750. 0.0. X 0.250• W.T. API -5L-052, 52-14 MILS FBE, 20-35 MILS ARO V//IRI WI6R 6 A8700IATEBI INC of HCKAYTLA rig xa P1MOCIg MEG woxµ RALS. MEDIUM PRESSURE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO 0070: 0 4E: oMSN 17-23-201 O T1Y He 9Y AS 910 Oct DE5001411ON Y DWG. NO. DESCRIPTION NO. DATE DESCRIPTION BY CH KD. PROD ENG. E5040 APPR. cHrrx G1,ENT D. ALIGNMENT SHEET 3 DWG. FILE. C0-GARF-H0U-ALIGN-3 Rev 0 COUNTY & STATE 0. ao Z 8 w O <8 GARFIELD COUNTY, COLORADO 122 ENTERPRISES, Ll. REC. No. 800324 0.7.R.G.C.0. 1- z Z C7 1 44 51 TOP OF SLOPE 11 REINFORCED SILT TENCE TO BE USED TO MITIGATE 5EOIAIENT TRANSPORTATION IN AREAS OF SHEET FLOW .ND SMALL CONCENTRATED FLOWS LESS THAN ONE ACRE VEGETATED BUFFERS - 645041UM 10' WADE U5E0 TO MITIGATE SEDIMENT TRANSPORTATION IN AREAS OF SHEET FLOW ONLY. WIJERE VEGETATION 15 SPARGE OR CANNOT 8E ESTABLISHED A BRUSH BARRIER OR SILT FENCE CAN 8E USED IN CONJUNCTION WITH BUFFER. SEDIMENT TRAP/STOVE OVERFLOW - MINIMUM 18' HIGH AT CENTER AHA AUGNEO TO DIRECT FLOW OVER CENTER OF BERM. USE IN AREAS OF CONCENTRATED FLOW SUCH AS CHANNELS AND CULVERTS, TYPICAL BERM LENGTH ❑ WATERSHED ACRES/10' (8' MIN. LEND TH) CONTRACTOR SHALL RENEW BAPS DAILY AND AFTER EVERY RAIN EVENT. IN AREAS WHERE SUOGE5TE0 8MPS ARE 1400 EFFECTIVE CONTRACTOR SHALL REWFORCC OR ADD ADDITIONAL GAPS AS NECESSARY TO REOUCE EROSION ANO SEDIMENT TRANSPORARON. 4.7,00 r1/ JACOB FEARS 0.448366 SEAL APPLIES TO SWPPP DESIGN RECOMMENDATIONS ONLY, y22 ENTERPRISES, LLC 'REC. No. 800324. O P.R.0 C.C. • 5630-- -5640 POCKY MOON TAN NATURAL GAS COMPANY; INC 50'.R.0.14. AND ESMT. NFA. 591, PG.449 l D.P..G. C.C. /561, 125 PROPOSED PIPELINE a s �LNO 0 N� P 1050' .66 CLASS LOCATION HYDROSTATIC TEST PRESSURE (P.S. G.) M.A.0 P. (P.S.I.G.) 0 O 0. a 5660 5650 5640 5630 5620 5610 5600 5590 1,800 PSIG MIN -2,000 PSIG MAX NOTE: TRENCH SAFETY SYSTEMS SHALL MEET OR EXCEED U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. 1014 PSIG . . - ...- ..-. I ; 1 E XISTWG GRADE . I - -- — . — .._-... .. -- ____ I L TOP OF PROP?560 12-PEELD£ � I ; 1 I I i 41+50 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 5660 5650 5640 5630 5620 5610 5600 5590 52+00 ISSUED FOR CONSTRUCTION GENERAL INFORMATION I. BEARINGS HEREON An 00NTORRELATE TO INE C LORAD9035TAAATE OERNFO BY 085 FIELD OBSERVAIIDNS. 2. VERTICAL DAMN 15 BASED ON THE MVO OF 1988, A5 0E081E0 BY CPS 0040 005ERVAT0N5. 8 3. EX151NG UTILITIES ARE SHOWN IN APPROXIIAATE LOCA0014 GENERATED FROM PREVIOUS WS AND SURVEY. CONTRACTOR SHALL VEi4FY EXSCCT LOCATION ANO ELEVARO,N OF ALL EXISTING UTILITIES IN AR OF WWI< PRIOR TO CONSTRUCTION AVD CALL C0LURA00 ONE CALL SYSTEM AT 611 OR 1-600-822-1987 AND ALL OTHER 011UTY COMPANIES AT (1 LEAST 2 WORKING OATS (48 HOURS) PRIOR TO C0H5TR5CTON. 40 0 40 - 80 HORIZ. & VERT. SCALE IN FEET DoSTN4 UTNIESARESHO:RN IPPROMPIATE LOCATICMGE NEWEDiRM1 FNEN W S NAPS MO PURVEY. CoNTRALTOR PULL VERIFY COOT LOCATKN MD RPM. I ALL MEN.MEN. UTMRSNARI.CFYORK ER M ro C180*4 014 AN1 CALLCOLORAo0 ONE CALL SYSTEM Ai SIIOR1.@421W>. * KI.OTHHERG UT',<OW/ ESOT LEAST] cwNieV .1001 f 1 --COLORADO.8i9 1-800-922-1987 VNNIUACCL ORO COLORADO ONE CALL SYSTEM LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION l TREE SIGN O POWER POLE O UTILITY POLE P.POLE 1 UNDER- GROuND CABLE BOX TELEPHONE PED. FIRE HYDRANT SEWER MANHOLE WATER METER CAS METER GAS VALVE WATER VALVE X0000 - o 0 O TELEPHONE M.H. O STORM DRAIN M.H, 4 LIGHT POLE -�� FOREIGN PIPELINE — Cot — POWER UNE —4— GAS LINE —r— TELEPHONE LINE — M— SAN. SEWER UNE — A— WATER LINE —X— FENCE LINE — T— CABLE LINE STORM SEWER Q3 BORE LOCATION 12.750" OA. X 0.250" W.T. API -51-552. 1.050' 4A1U5"f is 12-14 MILS FOE 12.750' O.D. X 0.250' W.T. API -51-552, 12-14 MILS F8E, 20-35 MILS ARO Y1WA WILR 8 A9900IATE9, INC >01 MiE Ax {RIK//01.50 fel11 40-0Tw a.s MEDIUM PRESSURE HOMER OEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO DESCRIPTION DTT DWG. NO. DESCRIPTION N0. DATE DESCRIPTION BY ENG. APPR. DATE: SCR. • ORA MI BO CHE010. 01-21-2013 AS SHORN OCG CCN NP.: SECANT ID: ALIGNMENT SHEET 4 DWG. FILE. C0-CARF-HDU-ALIGN-4 Rev 0 COUNTY & STATE GARFIELD ALIGNMENT ss9 S'S9 0`. 4.Fe jco • TePOFS• 'PE 0 to COUNTY, 222 ENTERPRISES, LLC REC. No. 800324 0.P.R.G.C.C. COLORADO X STAT 52+74 8E1)2 18.0'03' R N = M.03 WA# 12216 CO-GARF-HDU-ALIGN-6-PH2-RE COUNTY & STATE GARFIELD COUNTY, COLORADO Illi STATIONING & OWNERSHIP TRAVERSE ANGLES & RN/ NO. _— REINFORCED SILT FENCE -TO 13E U5E0, TO MITIGATE _-,.,, S(01600T TRANSPORTATION IN AREAS CF. SHEET FLOW t,,', 11 AND SHALL CONCENTRATED FLOWS LESS THAN ONE 4' OB Fe,�q'tAItII • ACRE • S 411 1, VEGETATED BUFFERS - MINIMUM 10• WADE USED TO ' TFLOWOONLY. IMENT TW IN AAS OF #2 REC. 800344 LC O.P.R.G.C.C. 46366 f 1Y SHEET ERE VEGETATION 5R5PARCE CR 9, Ii—"..-". CANNOT BE ESTABL1511E0 A BRUSH 0ARRIER 0R ski I, / d FENCE CAN BE USED IN CONJUNCTION 1'AT11 BUFFER. 1111;. A� <9,•.,.e..... s 5EOIMEN0 TRAP/STONE OVERFLOW - MINIMUM 18- Axe .y�. s. N= HIGH AT CENTER ANDALIGNEDTO DIRECT FLOW OVER - .GIA 010"itilt CENTER OF BERM, USE IN AREAS OF CONCENTRATED � FLOW SUCH AS CHANNELS AND CULVERTS. TYPICAL JACOB FEARS P.E.( BERM LENGTH = WATERSHEO ACRES/10' (8 •SEAL APPLIES TO SWPPP LENGTH) - OESGN RECOMMENDATIONS CONTRACTOR SHALL REVIEW BIAPS 60110 AND AFTER EVERY RAIN EVENT, IN AREAS YAIERE ONLY, SUGGESTED OOPS ARE NOT EFFECTIVE CONTRACTOR SHALL REINFORCE-0R AOD ADDITIONAL OOPS AS NECESSARY. TO REDUCE EROSON AND 5(0181(8 T TRANSPO 61108. NOTE 0. �7EAA II�� 0 5 8 0 0 "' TRENCH SAFETY SYSTEMS • q ¢o SHALL MEET OR EXCEED o s$ o ,vii p a U.S. OCCUPATIONAL SAFETY N'- AND HEALTH W $On , g 41.2 $ ADMINISTRATION STANDARDS. m mom WV - m +aaP ,y rvr• ti i S,OP • n` r t —'F � 5598 \s� \ 1 TOP OF OPr 559\ t 7'., / _.. / O- OF gL 1 :( b Of : : t#�ti i� OPE t I ---_ q5596.' —5546 ,i4. o h ' NCoA \ 95 I ` i ! 1 .45,‘'.4:...'''I4..._�' �;, ... - .�� TpP ---�• .",,,-�"' ` �` I- J • 1 S 00 --4-7...:,--1:1-5;;;---,..;--'',7.1,--,--.77-2;F..,-,....-.. i 1� t( )f• 2551.68':: AoCKY1a00Nr0N 0086'R'22'E :'J %� / '�/"- NAT AL GAS COIPANY, INC.: r ' - ;% , -_--- -,- _ ik. / oo P.O.W.aowANO ESTIT. In > - •' .• _- ;__ • -: ops"'/--- `TSD, VOL. 591, PG. 449. , _'.:.. _ ._.._... _ 5566 _ _ 5565' 122 ENTERPRISES.-LLC-...- NB.--- 'REC.- 00324 OP.R-G.C.C. ._.5563' - 12' PROPOSED- . --I `. PIPELINE - , .._......__. _.._. __... ter.-- -_—_—>< , 1 41 "'I 30' PERMANENT - -: tL� EASEMENT .552'.xIY� I� • - T�+ate x� ., TL'72+00 xt� go -68+00 69+0D �r+�6 —.— � U1 n I / ! 2115' '' 550 l� — GAS LINE' L ` E./ . . \ •0 yas LT4E R GT. SN -1 G G C G G G - L :2 1 ,- G C ; _.. G .0 G..,_ - G s. TEMPORARY r` mss 7 t 00+ A /�j/j .c,`' In - - - CONSTRUCTION \ \ tUEI . 55 �A .� EASEM r W 40 10- I- Q M I_ gear rl'!�_ p .. t • ` U�i� ` ��-., - :' r I .....ss9.• 4I ' t : -. ' : l I '; i :� L..� !,.. 771T U3 I ss, ; 1 1 s i t ` s ; i ,'SS %, \ I -, I ;S ES ,. N Tri !� _ 55 ' 1�F r � If . I AI." .. ____ 1 y,h �1yr .. 5$46 _._. -.. ... .5559 _ .\, \ ]� 550 ��.- ,� '"- Wx i Q �A / °3 5,,:::1' ti ¢\, \ 1 I- YI /� - S I -` % 55p n:...-. �� 70n OF 1 SSP 1 "1 . s'._ —"'-'•-_r 554 4...� TOPOF SLOPE, . 5 � _554`,_ '..•-_.__ `1at �\ V i-?:_ -,-' _.. 1 !� , ._.':S1 .ff ..\ •. \`. -: ... - - ._ ....5543' _. - . - - C0�+ 1050' CLASS LOCATION 3 HYDROSTATIC TEST PRESSURE (P.S 1.0.) 1,800 PSIO MIN • 2,000 PSIO MAX M.A.0 P. (P.S.1.0.) 1014 P010 PROFILE 5580 5580 5570 ---- — I E ISTEVG GRADE 5570 .5._..p. - . i _. ...... 5560 ---.. 5560 555D ! I I I 5550 5540 Ii�pP�Pr I r PosED I - ) e• 5540 5530 ' 1 iI . 5530 5520 5510 ......--- --- '-- -- - - - - -- -I — _ _ .. ; - . . - - - .---- --- { ISSUED FOR 55200 CONSTRUCTION 551 62+50 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 GENERAL INFORMATION 09aN141R0.RE5"��'"Na NTROMNATEL4CAi09.Y.CUT®EACH PREMOU20 EMT c4N0 OAT84N suLLvmuv lDucTLanTwN wa4vnTaN LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION U �' ( 1 , �� l f '_. HEREON AAE COAREIATED TO THE COLGRA00 STATE I. EWE PLANE COOROai SYSTEM CEHTRAL ZONE. 02, NAD OF 1983, PS ORTO W ALL CO RU1D IW uC ANAREA AL NOM q:ECALL4Y5TpdAT411DR16°°sprlb 0 TREE ODJH TELEPHONE M.H. 1 12.750' O.D. % 0.250' W.T. API-5L-%52, 1,050'�/ ' . .t....f,'0,1:4 ',:',1:. ' J K Ir PV 11.11 °.+ UERNEO BY GPS FIELD OB�ERV08068. 1. VERTICAL 041 61 IS WSW ON TRE NAVE. OF 19[IB, 09 CERNEO BY .uL CHER 06UP00048WCSni LEASi1 9 To SIGN 05001 STORM DRAIN M.H. #Ip LIGHT POLE 12-14 MILS FEE - w 4 IA P.m: V//A WIER IS A99CCIATE9, INC GPS nELO OBSERVATIONS. cal a1PVC°o"a OPP POWER POLE 2 12.750' 0.0. % 0.250' W.T. API-SL-%52, O' 10' nay 30 3. Ex1STING UTIUnE5 APE 5NOWN IN APPROXIMATE _LOCATIONS GENERATED FROM PREVIOUS MAPS AAD SUNEY. CONTPACTOSHALL VERIFY (MCI LOCATION ANO ELEVATION OF ALL EXI5MNG UIUTIES IN AREA OF N'OPK - - .. —11— FOREIGN PIPELINE OOP UTIOTY POLE — qE — POWER LINE Opp P.PoLE h UNDER- 12-14 MILS EHE, 20-35 tAILS MO ,a„i, 2'6'55888:0' :.`LStt8 ADLS co1'�3T-TiYP PRIOR TO CONSTRUCTION ANO CALL COL09000 ONE CALL SYSTEM AT Bn OR 1-000-922-1987 AND ALL 01108 MLRY COMPANIES AT G('�O(�ii ^Fn1 /� D' pq lal.l •lJ flA t-„J' �`® GROUND CABLE BOx —4— WAS LINE O TELEPHONE PEO. —7— TELEPHONE LIKE - - MEDIUM PRESSURE LEAST 2 WORKING DAYS 748 HOURS) PReOR TO CONSTRUCTION, j """' "' """ ��:- tEl H1'ORANi —a— SAN. SEWER LINE ¢M FIRE HOMER DEEP UNIT PIPELINE GARFIELD COUNTY, 40 0 40 80 1-S00-922-1987 015WI SEWER MANHOLE —•— WATER UNE COLORADO NWNMNCCI ORD WATER METER —x— FENCE LINE 0nn DATE: 07940. 55 eye HOW. & VERT. SCALE IN FEET COLORADO ONE CALL SYSTEM PGM CAS METER —6Aa.— CABLE LINE SC4E: ss ann er.09 �°C,.F` scc,•ENT iO. O0, GAS VALVE STORM SEWER 8049IY WATER VALVE e BORE LOCATION 110. DESCRIPTION 011 DWG. NO. DE5CRIPBON 140. DATE DESCRIPTION BY 14'00. ENGR. pppR. CI-E0060. DWG. FILE. CD-GARF-HDU-ALIGN-6 ALIGNMENT SHEETb Rev 0 14 t 06 WA# 12216 CO-GARF-FqU-ALIGN-7-PF12-REVO.dwg COUNTY & STATE GARFIELD COUNTY, COLORADO a 1" d. UlW Z Z 0! 0 GA 822 ENTERPRISES, LLC REC No. 800324 O.PR.G.C.C. + UNITED STATES OF NF. ERICA BUREAU OF LAND AlAN4GEmEGE!•tENT 47 W C4 J z ¢ o r- w 1-- > v) G¢, H. L� ° " p t FJ $ o o w n s 3 f a a a ,- e 3 0 0 V ,° u2i m pea KA a ,y01n - • •• r r ry ry r n 1-a� •�+ •ESi Q � IP�'"i. TT, n NOTE: S o SHALL MEET EOR EXCEEDTY S 8 U.S. OCCUPATIONAL SAFETY $ $ a` o o AND HEALTH o o W ff o g ADMINISTRATION STANDARDS. t9 n .e `D - r m m / ' \ "� - ..'" // ....5564-' '' •"`• ' \\ ._ \\ (5 yTi yyy0 5551 55''6 ` \ \ (7C'' 3 y `' 5/ - - /// - /// ( REINFORCED SILT ENCE 70 BE U5E0 TO MITIGATE / 1 5TOIMENT TRANSPORTATION IN MCAS OF SKEET FLOW 1��� �� .556 .:- .' .:...._ .... -.. .. \ /y y 5+' ' -... _.8563-: r \ \ ,' \ //�/ / / ., ., ..._ \\ ,O \\ - . 5554.. ....- - 5562 N. -'` .. _-_ \ \ ' y22 ENTERPRISES t1C �'- 553" ..553 _ -.--` ._ ... -, - I -' \ �' :' REC. No. 800324 ' -. \ \ .C.0 C. ...•....__ 556 \ � \ ,' O.P.R ..' - - f t �� AND SMALL COFICENTRATEO FLOWS LESS THAN ONE f4 14 AB ffq 4 CRE S�S'E, �s2 - -sPy 46366 ORUTATION AREPS IC at. ti `" CANNOT BE ESTABLISHED A BRUSH BARBER OR SILT II py -F� F�.a<,...,�... FENCE BE USED W CONJUNCTION WITH DUFFER. J E CAN 11 - A ,5560 \�..--- \ i' ENRON NOUNS-RI - ;' 55E'''.. ,. _ 9- \ \ \ ; CATHERIty� INC. 1 -_. "' 5yy. \-' -"° 50' PSS{, E ESMT: '- 555\'" UNITED STATES - c OF.AMERICA A \ \ 5yi, 53 .- ERIC ETS6A .. - .55'50 \� ',� \' . VCL..6015,P PG. 344 37 STA: •78+82 URE U 0 Jul,_-l: -.� .-f^ .. - . -..- „' 1..-'- _ \ + 963. PC eaq' ., BEND 54738'20'..R .556°.---1 /' B A F" — 55y \ \ , \ 0 R.G C C. ---- -'LAND MANAGEMENT • • ROCKY-5,1-&-121A111 -' '- j' C - 2 �' Al; Js -GAS COMPANY, INC. 30' PERMANENT 5 541 IAT AP/STONE OW120108 - MINIMUM 18-• OT HICHA AT CENTER AND ALIGNED TO DIRECT FLOW OVER d �;;e49' CENTER OF BERM. USE IN AND OF COVCENTRATEO �� /i/453 FLOW SUCH AS CHANNELS CULVERTS. TYPICAL ..22` JACOB FEARS PO 511 00 BERM LENGTH 2, WATERSHED ACRES/10' 0' ANY. L SEAL APPLIES TO SAPPPS ) DESIGN RECOMMENDATIONS ECOM CONTRACTOR SHALL RENEW OMPS DAILY AND AFTER EVERY RAIN EVENT. IN AREAS WHERE SUGGESTED BMPS ARE NOT EFFECTIVE CONTRACTOR SHALL REINFORCE OR ADO ADDITIONAL BMPS AS ERO ON AND TRANSP ATION ' NECESSARY i0 REDUCE s sEOIMENr oR 12' PROPOSEO_PIPELINE: +`� 5556 +\r �.5% 0' R G.W. AND ESITT. 1 • s. \ \ VOL. 591, PG. 449 g \ c - � •� C �'. X �( '''7, t r' 1192.35..', E.AS�EMENT• E f — — — �N81+OQ FENCE X554 ..'35.Z Int" \\ j9.+001 2111— y5� 80+p0 B2t00 83+Or f'•—�-� _ _ _ ...55` x .— •:: - +0� — —=�� T I 'fev I..1.----A.,G4 N 5:A5 _ � -.77-_ - 7 T+�t I 41' �\-- .. S'LI .. �`t- LIT '-G G — ,' .' . " - `.='�5?._ -T- — X55 G- ._� C - ' SNGAS i GAS❑NE 'G jL ,`: -- 1 ¢ -----'JI '- i x p • ". ... - 1 „': .-- i' - _. _.._ 5• -- ;z 1- .-•' ` - 55;. 1 Si4. 78+ -5. _. ... _: - -=-BE 6 •.; \ ..� NQ 5]'07.'05 L 'd550... ♦4 -=C. ._ §+ - - 1.5545--'--" ` G GC:. 45.' TEMPORARY\ . m CONST TION a `. � ' -.. / i is -... �. 2581.68' .. ., .- N86. 17'22'E - - __ - . , -,.-.-.4x..."...12.,,_ --- _ ..... v ., / '5555' _ 1 - -- -1�-_ w�:r�F - - ,-•� _ .. - __ A .'�F (-�. TO ... .. ...5543. A \a� O,c � ` � °•-- °Q S� 1 •..� 554 -",: .`_ s .. 5 -' 'r - . - _ _., ..:_. • ..5553 - /1..; `�. Y, '. ... • \ .. ..._ _. 52 ...::, /• 5 -• ,..\\O� ,..... . -5551 / .. ` r �,..0 - y � '7-,\ 4y .._.. _.. - -.. y MOP e -- �. , .,k.- y -,\ _yam.--- Y h �' h - ,.,%`-.� . '� . - ,' ✓y -,\ - -.. - ._ { I f i ----- i • I \—A . \ O I ... � �`' o. �-� � ... go+ ! r ° o• 'o �� il! -.,� T \. 2 • SPF \S�o .._. _.- -..554 A •. / 1, 548"\[\F _ 4t.ati , ° \ N2) O 179E -..5 . 55 a -�� , __._ f �•�,,•.- ,--T° •'� -T°� 4" ;� % I ...55A7- • ,,.5546- - ,1.5. 0,..... ... 1 - 46 55r: "oE — �,. 5q5.: �—� �Oa -\ sssa \ 'rvs ..5544 \ i ` r'- `� X53 pF 11.1 O. z O 1L 0 !tg�n 1050' +a WZ CLASS LOCATION 3 HYDROSTATIC TEST PRESSURE (14.5.1.0.) 1,800 PSIO MIN - 2,000 PSIG MAX M.A.0 P. (P.SA.G,) 1014 PSIG - --- --- --- 5580I PROFILE 15570 1 �L� 5580 5570 5560 --XIST GRADEING 1 5T4=78. 1 3 I 61 __. __... . 1 i .. -.. _- __- 12. 085 1,9,r,! 596.9 __ 5560 F i 5550 I .. � 5550 � 5540 5 Mw --- -' ----?---------- 1 ---- - •-- -'---- . I I ...__.._ T//) P QSEDJ PIPELINE ._..--- ---- - - - i 1 6 -- moi- .. ,-..,,,,.-.•..., 5 540 5530 5520 I I I 5530 ISSUED FOR 5510 — 5520 CONSTRUCTION 5510 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 83+50 GENERAL INFORMATION W4TWG VTNTESARE4V.RIE °0]:' L " IM PACT LOCA.. NDALVOT OI LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISIONJ r i\i)4J17 T. BEARINGS SHOWN HEREON ARE CORRELATED TO THE COLORADO STATE PIANS C00RINATE SYSTEM CENTRAL ZONE, 502, NAD OF 1951, AS a All =VIM GTNTESENF CT,10. PRKR TO GdKiRLCTtl. A•mCAU COLORADO CN E CUL MIMI A181100. 1.0311102.11157 POLI TREE 0 TELEPHONE M.H. 1 12.750. 0.0. X 0.250` W.T. A.1-51-352, 1050' /"I‘y\ .1II ID E T P. s?: UI : DERAEO OT GPS FIELD 093EIN1110 1,. DATUM IS BASED ON THE NAVD OF 1988. AS DER0E0 BY 2. 55415 ALL OTHER MANN CCAPurtSATLE ST] LwPwNG WY514FHDLRSPPo:gTO T SIGN 9 STORM GRAN M.H. POLE 12-14 MILS FBE VITA WIER a A990CIA7E 9, INC 016 GPS FIELD OBSERVATxH,$. GONSTRUCTICNA LIGHT 0 POWER POLE 2 12.750' 0.0. X 0.250- W.T. API-5L-%52, 0' rot wo ww. VT ro 3. Ex15TWG UIILRIES ARE SHOWN IN APPROXIMATE LOCATIONS GENERATED— FRAoM PREVIOUS AUPS AN0 2,11. .5060 CTOR 5H11L NFY Ex0Ci LOCATION AND E0UC1110N Ci ALL Ex151NG OF WAAR I t 112-14 1 0 UTILITY POLE — FOREIGN PIPELINE PE — P0604 LINE O &UNDER- MILS FEE, 20-35 MILS ARO T74-6',3Ci mM..r. moo tPAsaL RF.Ls. y!p-5 PTT) 407-7,00 05 550 0 AR PRIOR TO -800-922-15 AND CALL COLORADO ONE CALL SYSTEM AT 614 OR 1-500-922-1957 AND ALL OTHER UTILITY COMPARES AT pp q U 1.Q �� �U-U3 GROUND CABLE BOX —O— CAS LINE 00005 TELEPHONE PEO. —r— TELEPHONE LINE PRESSURE MEDIUM PRESSURE LEAST 2 WDRgAG DAYS 45 HOURS PRIOR TO CONSTRUCTION. ( ) - - •.; h❑ 2::)- FIRE HYDRANT —A-- SAN. SEWER LINE HOMEGARFIELD COUNTY, PIPELINE 40 0 40 80 1-800-922-1987 0 SEWER MANHOLE —•— WATER LINE COLORADO I wAWprccc2 ORO ❑ WATER METER —x— FENCE LINE MOTE; 0T-15-2011 HORIZ. ,k VER SCALE 10 FEETCOLORADO ONE CALL SYSTEM 0 GAS METER —A— CABLE LINE STALE: as s1nTn Q1 ON RA`0•° SEGAOn 10- 0 GAS VALVE STORM SEWER CG WATER VALVE 0 SORE LOCATION NO. DESCRIPTION OTT DWG. N0. DESCRIPTION N0. DATE DESCRIPTION 8Y 08010. [NGR. PPB O, DWG. FILE. C0-GARF-HDU-ALIGN-7 ALIGNMENTSHEET7 Rev 0 0 46 WA# 12216 CO-641F-HOU-ALIGN-B-PH2-RCVO.dwg 2 COUNTY . &STATE GARFIELD COUNTY, COLORADO OWNERSHIP & R)W NO. I 1 `r REINFORCED SILT FENCE - TO 8E USEOITO MITIGATE __ ,y0 ENT TRANSPORTATION IN AREAS OF SHEET FLOW 1 jF,5 UNITED STATES OF AMERICA BUREAU OF LAND MANAGEMENT •fff ■ III / ANO SMALL CONCENTRATED ROWS LESS THAN ONE , �1 j � AG - VEGETATED SUFFERS - MINIMUM 10' 140E 05(0 TO 01/10010 SEDIMENT TRANSPORTATION 04 AREAS OF i • 19, e 11 ,�'`p9 44l 'j=>P 9S*,11I 46366 STATIONING & TRAVERSE ANGLES 5J SHEET FLOW ONLY, YMERE VEGEIAl104 15 SPARGE OR w $ A>a w z o bo 0 - �� ,O„o Md o �o o p%' u ? F1- o 'o4 2 aH H 0 I- I-03 w va .°n rO mm o v m� o mm m m 22 ,f " "��' C4HN01 8E ESTABUSHEO A 8RUSH BARR1E8 014 5ILT I FENCE CAN BE USED IN CQN.uNCTION V401 BUFFER I1 51E. °, vV- -_ 5(0410NT TRAP/STONE OVERFLOW - MINIMUM 18' /- HIGH A7 CENTER AND ALIGNED TO DIRECT ROW OVER �°ETZECCIF CENTER IN AREAS OF CONCENTRATED TLOR SUCH ASRICHANNELS ANO CULVERTS. TYPICAL \`5 46 - BERM LENGTH = WATER5HE0 ACRES/10' (d' MIN. JACOB FPLE5 TO SVRPP LENGTH) DESIGN RECOMMENDARONS 0.4410. CONTRACTOR SHALL OEWEYI DRIPS DAILY AND AFTER EVF11 RAIN EVENT. IN AREAS WHERE SUGGESTED BLIPS ARE NOT EFFECRVE CONTRACTOR SHALL' RONFORCE OR ADO ADDITIONAL SLIPS AS NECESSARY TO REDUCE EROSION AND SEDIMENT TRANSPORATIOH. NOTE' TRENCH SAFETY MEET SYSTEMS SHALL OR EXCEED D•S• SAFETY AN356 OCCUPATIONAL HEALTH ADMINISTRATION STANOARDS- ALIGNMENT 0 r. TOP OF SLOPE, _ - ' - \� - coq '; ,� Y o o -- _ yin ` -. >< f c • '.. '',. E - . )--'o,,, es TOP Of ..LC�`E ---I---- \ " by .. hyary \\n \�\ hp , EISRONcow. - ,c?, I h O 35' PIPEONE MT: per\ \ R APPRo% LOCAT1011 43 vol_.633, PG. 394• },AL.700, FG. 37 .l h�DftGG.C. 'h m "I 147 .1 h �I` t - • w 854.00{ _ 83}00 -,_:-_-;_9.- --6-- ,� -r--- � �- , GAS LtNE� �t .��... 111 n .''' - '"G ,„-b • • •*>. yp ---__� `° Pp o sssF r�o 529'"//' " \- l'Y,rAO ` i,` yMo- ` ��� �'. E„. 2. \ /� age SN GAS {I M - ONE ` ; ` / °C\' / , hry�/ 41 N• `�.. If n �/ i h K f £tEC • g0% 'P ; 11N1TE(i'S R CA S. ` r �1 . l 43 Sgz3 ..5522 _..... - aiPN F9 ,LINT OF oHE % 5521.. SEPARATOR Po uenP e„, p i O'" VIS-- PO \ 80EA OF \ ... ----.. 'S ip�K �AW61-ANE LAWMAN GEMENT OH PP pow-, UNkV r I /...---:::•-i 1 _, .,` — E •Oh'E, 12' PROPOSED PIPELINE p `--- `301 PERMANENT i' l -~ EASEMENT , /• • \ �• � ; � 1192.3$' I -/ .� -_ - -----_ I N83'48'36'E ` ��'+r= -'- 11 1 _ ____ F 1�5 >— - -�'y5 0•!-------- ` SIIN, -� tI _______..87-1430___.l gh --�Q -,. -- -� 13,15' . / _ - 1 ;G --.1-------.L.--__ 85fi00 O FSL-oVc' p ARY..:g'T __ _-_ c` G, - - ��' 45'-T _ _ - - - PS LINE - �: � T _ eNSTFRt1G WN— GG�_ _ �:I SLO _ EAS _ 7oEOF C� _ EAG Z� __- - �1 \ .. ;, _ _ P __ - _ c • 57- • S+J GAS ,,► f' y 1� rose IT 1` aq0,. ..I •',...':'•)--7-.C Ger iS P 'pis\ 9,.'s T' �U+ ,13 „ sl oPE t �oq :\o-;,\' 9° .- .. �:� � 0 LOV \ "' h. S�OQF: OC II hy2 to / Oq` SAO + .•.. .. f. TOP.OF SLOPE. -: ,. 8522 J O. F w,.‘/' F. o ,. 01 O LZ J OV 01 "2 450' CLASSLOCATION 3 1,800 P010 MIN - 2,000 PSIO MAX HYDROSTATIC TEST PRESSURE (P,81.0.) MA.O P. (P,01.0.) 1014 P810 0 a. - 5550 5550 .__ 1 F'RADE 5540 1 5540 5530 6. 5530 — - TOROF if 5520 - - - - - - - 10• - PROPOSED - PIPELINE 5520 5510 _ ..) 1 5510 - ISSUED FOR 5500 5500 CONSTRUCTION 83+50 84+00 85+00 86+00 87+00 88+00 GENERAL INFORMATION DUMP ulli04900H N OLEO IE WCIOATI*0iN®EAIC PRLNCU95.058. 0 MAT. DCRRACTCA5 F lYENFYEXACTLOCETKNMO MORYtt WPTUW IRM ESiTAREAOTYAIRX550' FwwTocc smucnommocrucaauw ONE CHL SYSEEM AT 011 OP 1400£21107544) 01.1 OTHOUTIIRYCOIPAIMSATION 2 MUCK010106600011 PIMA TO 0b150EUCRCN. . f --- `� T- - - T� ET® -CO.1,.\ JRA 00. 011 WAfA LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION "f.C) �Y YET � 44.OFAiI t.. ji ,. TREE OTMH TELEPHONE M.H. SN 51044 OSTRR STORM GRAIN M.H. O88 POWER POLE 0, LIGHT POLE --II-- FOREIGN PIPELINE OUP UTILITY POLE P.POLE 9 UNDER- — dF — POWER UNE op, GROUND CARE EOX —0— GAS UNE ❑ TELEPHONE PED. —6— TELEPHONE UNE �TEI FH FIRE HYDRANT —AA— SAN. SEWER LINE 0151.1 SEWER MANHOLE —.— WATER LME ❑. WATER METER — FENCE LINE 1=6 CAS LISTER —510-1— CABLE UNE 0c, GAS VALVE STORM SEWER D0 WATER VALVE 0 BORE LOCATION 1 12.750' O.D. X 0.250' W.T. API -5L -X52. , I. BEARINGS SHOWN HEREON ARE CORRELATED TO THE COLORADO STATE TRANS COORDINATE SYSTEM CENTRAL ZONE. 502, NAD OF 1983, AS DERno 8T GPS FIELD OSSIERIATIONS. 2. VERTICAL DATUM IS BASED ON THE NSVD OF 1988. AS DERNED BY GP5 FIELD 095ERVATXXIS. 3. EXISTING URUTIE5 ARE SHOWN IN APPROXIMATE LOCATIONS GENERATED FROM PREMOU5 RAPS AND SLIMY. CONTRACTOR SHALL VERITY EXACT 10041014 AND ELEVATION OF ALL IXISTING URUES IN AREA OF WORK PRIOR TO CONSTRUCT10N AND CALL COLORADO ONE CALL 5T5TEH AT 011 OR I-800-922-1987 AND ALL OTHER UTLRY COMPANIES AT LEAST 2 WOWING DAYS (40 HOURS) PRIOR TO CONSTRUCTION. 4p o 41-800922-1987 000 12-14 MILS TBE - VITA WIER 6 A600CIATESI INC 91 +ttE WU, SEE aro .c'S.5 MI5 4400140 LK. 019 5111 1201.5 2m2:16111 00-006 2 12.750' O.D. X 0.250' W.T. API -51-152, 0' 12-14 411L5 FBE, 20-35 MILS ARO MEDIUM PRESSURE HOM GARFIELD COUNTY, 001014400 DATE: 07-10-2014 scALD A Ar DAW NA: 0001.40 w: HOR2. & VERT. SCALE IN FEET WYNIDNCC1aRG COLORADO ONE CALL SYSTEM - SAN EA KC <Kam: ALIGNMENT SHEET 8 NO. DESCRIPTION 0TY 0'440. NO. DESCRIPTION N0. DATE DESCRIPTION 80 CMXD' EN? -4. >wPR. DWG. FILE. CO-GHRF-HOU-ALIGN-8 Rev 0 Brush Barrier (BB) SC -4 Description A brush barrier is a perimeter sediment control constructed with stacked shrubs, tree limbs, and bushy vegetation that has been cleared front a construction area. Brush barriers reduce sediment leads by intercepting and slowing shed Bow from disturbed areas. Appropriate Uses A brush barrier is an appropriate BMP al sites where there In adequate brush from the clearing and grubbing of the construction site to construct an effective brush barrier. Brush barriers are typically used at the toe ofslopes and should be implemented in combination with other BMPs such as surface roughening and reseeding. Brash barriers should be considered short-term, supplemental BMPs because they are constructed of materials that naturally decompose. Brush barriers are not acceptable as a sole means of perimeter Control. but they may be used internally within a site to reduce slope length or at the site perimeter in combination with other perimeter control BMPs for multilayered protection. Brush barriers are not appropriate for high -velocity flow areas. A large amount of material is needed to construct a useful brush barrier, therefore, alternative perimeter controls such as a fabric silt fence may be more appropriate for sites with little material from clearing. Photograph 88.5. blush banier constructed with rhlpred wood. Photo counts of EPA. Design and Installation The drainage area for brush barriers should be no greater than 0.25 acre per 100 feet or -barrier length. Additionally, the drainage scope fending down toa brush barrier must be no greater than 3:1 and no longer than 150 feet. To construct an effective brush barrier, use only small shrubs and limbs with diameters of 6 inches or less. Larger materials (such as a tree stump) can create void spaces in the barrier, making it ineffective. The brush barrier mound should be at least 3 feet high and $ feet wide at its base. In order to avoid significant movement of the brush and improve effectiveness, a filter fabric cart be placed over the top of the brush pile, keyed in on the upstream side, and anchored on the downstream side. On rhe upgradient side, the fitter fabric cover should be buried in a trench 4 inches deep and 6 inches wide. Brush Barrier Functions Erosion Control Moderate Sediment Control Moderate Site/Material No November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volute 3 BB -1 SC -4 Brush Barrier (BB) Maintenance and Removal Inspect the brush brinier for voids where concentrated flow or erosion is occurring. Voids in the brush barrier should be filled with additional brush. Accumulated sediment should be removed from the uphill side of the barrier when sediment height reaches one-third of the height of the barrier. grater fabric k used, inspect the filter fabric for damage;; replace and properly secure it. as needed. Once the upstream area has been vegetated or stabilized, the brush barrier should be removed and the underlying area revegetatcd. 013-2 Urban Drainage and Flood Control District Urban Stora Drainage Criteria Manual Voltmrr 3 November 2010 Vegetated Buffers (VB) SC -9 Description Buffer strips of preserved natural vegetation or grass help protect waterways and wetlands from land disturbing activities. Vegetated buffers Improvestormwaber runoff quality by straining sediment, promoting infiltration, and slowing runoff velocities. Appropriate Uses Vegetated buffers can be used to separate land disturbing activities and natural surface waters orconveyonces. in many Jurisdictions, local governments require sone type of setback from natural waterways. Concentrated Bow should not be directed through a buffer; instead, runoff should be in the form of sheet flow. Vegetated buffers are typically used in combination with other perimeter control BMIPs such as sediment control logs or silt fence for multi- layered protection. Photograph 10-1. A rngctared bolter is mainmioed Ern rn the area of active construction and the drainage stale. Photo courtesy of MIT. Design and Installation Minimum buffer widths may vary based on local regulations. Clearly delineate the boundary of the natural buffer area using construction fencing, silt fence, ora comparable technique. In areas that have been cleared and graded, vegetated buffers such as sod can also be installed to cream or restore a vegetated buffer around the perimeter of the site. Maintenance and Removal Inspect buffer areas for sips of erosion such as gullies or nits. Stabilize eroding arras, as needed. If erosion is due to concentrated Bow conditions, it may be necessary to install a level spreader or other technique to restore sheet flow conditions. Inspect perimeter controls delineating the vegetative buffer and repair or replace as needed. Vegetated Buffers Functions Erosion Control Moderate Sediment Control Yes Site/Material Management Yes November 2010 Urban Drainage and Flood Control District Urban Stonn Drainage Criteria Manual Volume 3 VIII ISSUED FOR CONSTRUCTION LEGEND SUMMARY OF MATERIALS REFERENCE DRAWINGS REVISION 40 0 9080 HORIC. & VERT. SCALE 177 FEET 0 0 %onoo�o 0 TREE SIGN POWER POLE UTILRY POLE P.POLE & UNDER— GROUND CABLE 800 —S— OAS LINE TELEPHONE PED. —T— TELEPHONE UNE FIRE HYDRANT —n— 545. SEWER LINE SEWER MANHOLE —5— WATER LINE WATER METER —a— FENCE UNE 055 ME1ER — CABLE UNE GAS VALVEh STORM SEWER V WATER VALVE BORE LOCATION O TELEPHONE M.H. O STORM DRAIN M.H. O LIGHT POLE —If— FOREIGN PIPELINE — — — — POWER UNE 12.750' 0-0. 0 0.250" W.T. API -51-052, 7500' 12-14 MILS FBE //44/\f. EJ -1' 12.750' 0.D. 0 0.250' W.T. API -5L-052. 0' 12-14 MILS FBE, 20-35 MILS ARO Vena WIERa A38 crarl ,INc "' wn°ioeE a.+r amasn r. r 0050wnwu MEDIUM PRESSURE HOMER VEEP UNIT PIPELINE GARFIELD COUNTY, COLORADO N0. DESCRIPTION QTY DWG. NO. DESCRIPTION N0. DATE DESCRIPTION BY 0055. PRO.. ENO. ENG. APPR 501E 07-15-2014 594E: X/0 ruga m• C7120120- SINPPP-DETAILS DWG. FILE. CO-GARF-100-SWPPP-DET Rev 0 N N 600 N 560 --__ _ _ _ / /,, , 7 �\ VT SITE MID N 520 \ TRUE NORTH `s= I /� I \ �1 DRAIN ! 1 INCINERATOR I 1 N 480 ` A\ \4, vit" TANK / t T l V\ \ \, f / / // 1 1 N 440 80'-9' 120'-O" TURNING TRUCK MINIMUM RADIUS I 1 I V F100'-0 FLARE N 400 \ \ \ / / 175•-0' + N 360 r N 320 1p1, '1 ,� PRLINERPI 16. [MM KO E I I CLEARED GRAVEL FENCE - ,y 280 J SITE (SEE 6006 1) MCC O N 240 IA 3 PHASE�•_D• MCO REGEN SKID BTEX UNIT B_200 DRAIN SEPARATOR _ 4 ..1 r--1 I I I I DISCHARGEMETER SCRUBBER (408) ALCO SKID 1616%30 OLA% 36120 0 — •I n _ BOOSTER COMPRE550' SLRL'RWE ENGINE COMPRESSOR RECIP CONTACTOfl — AN WI LIMAS N 160 a TEG REGEN/CONTACTOR UNIT SLUG BOOSTER BOOSTER CATCHER EW SCOMPRESSOR COMPRESSOR H25/H20 N 120 16030 16X30 ANALYZER a BUILDING 8010 N 60 RECEIVER T, RECEIVER " UUNCHERW RECEIVEeH N 40 7 PLANT 140-0' ORIGIN (SOUTHWEST r PROPERTY LME) N9 W w W w W W W W W w W W ISSUED F 0 R CONSTRUCTION NOTES: REFERENCE DRAWINGS No REVISIONS BY CHKo PM OATE 1. FENCE TO BE INSTALLED WITH ADEQUATE NUMBER OF GATES FOR SAFE EMERGENCY EGRESS. GATES NOT SHOWN. /0\ ISSUED FOR CONSTRUCTION TLS JR RUG 07/08/14JI\JJI\/J1 r �/I1 t Jai -#�- /I\ RE -ISSUED FOR CONSTRUCTION TLS JR RIG 07/17/14 J T J '.111,_ TL � I +E J1� �`�MONTAN!. MINTY, 111) RACHEL COMPRESSOR STATION CONSULTING A EQUIPMENT LOCATION PLAN A SITE A PROJ. TOMER WNW MISER SCALE REN908 — •— - • --- — • A 14059-01 RA—PP-7000 1"=40' /11