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INT) ) Bieneman■ • '.fait■ flW•t• 1.111201 6 a Crestone Peak WAREN N N IC HAE L MORTON THOMAS'S i Public Service "P1! a tto, f so'l VP/e id Farm Ho rid 11 q s CR2 Investments II 0 $ N Be 2 cr, v 4i N- ,yam l j In i E a} SQ� T a} LL D_ r' VI a) re - to C- a O• co co O tv- t L a> S a_ ® Section Imes I ,.c A Issued w/ Permit Application JRH 05/25/17 dIC ALS REV. DESCRI PTION BY DATE CH'KD CH KD ALTERNATE #1 DISC VERY MIDSTREAM PARTNERS BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT ALTERNATE #1 ROUTE MAP 2 OF 3 WELD COUNTY, CO DRAWN: CHECKED: APPRO VED: DATE: SCALE: 1:2400 it ZION ENGINEERING, LLC DWG N0_ 17008-M-105 -B REV_ A BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT ALTERNATE #1 ROUTE MAP 3 OF 3 WELD COUNTY, CO d ti tr u-. cc r - C CN r U C o4 L a) Q C.) 4? 0s O C. N- r ff} a ti a-+ O f LL I- 2 (0 Q L'J d C a (U a, C q) dl t4 re - 0_ ay 0• co O tv- t L a> S ® ection lines: A Issued w/ Permit Application JRH 05/25/17 dIC ALS DISC VERY MIDSTREAM PARTNERS BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT ALTERNATE #2 ROUTE MAP '1 OF 3 WELD COUNTY, CO DRAWN: CHECKED: APPROVED: DATE: SCALE: 1:2400 DWG N0_ REV. REV. DESCRIPTION BY DATE CH'KD CH KD it ZION ENGINEERING, LLC 17008 -M -1066-C A d O w LC. to N- C C) ui C L a} m r w O s dD O O d} LL F 2 9 O /C C- O VI a) re - EL to s C- ay a v U) co 0 0 t a) L a} 2 S Co C BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT ALTERNATE #2 ROUTE MAP 2 OF 3 WELD COUNTY, CO 2 d u7 a) 0 T.; U, C iS5 aT cr {. } cab 4i 0S G O 11, r CA - a-+ rG' LL 1 d 2. L'J d U t C a a n C a) dl sa s U- a) O• co') co tv- 0 t a) L a> 2 S Co C C BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT ALTERNATE #2 ROUTE MAP 3 OF 3 WELD COUNTY, CO co 12 c r - G £ to C r 1E tli 4? ob O N- r ff} a ti a-+ O f LL I- 2 (O Q .t ' L'J d C a (U a, C q) dl t4 EC - 0_ ay coca co 0 0 t L 2 S C ® ec ion IIIVO A Issued w/ Permit Application JRH 05/25/17 CIC ALS REV. DESCRIPTION BY DATE CHKD CH KD DISC VERY MIDSTREAM PARTNERS BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LIPTON GAS PLANT PREFERRED ROUTE MAP '1 OF 3 WELD COUNTY, CO DRAWN: CHECKED: APPROVED: DATE: SCALE: 1:2400 ZION ENGINEERING, LLC DWG N0_ 17008-M-1088 REV. A County Road. 8 County Road 6 Issued w} Permit Application DESCRIPTION JRH 05/25/17 Legend Boardwalk Pipeline ® Section lines DISC VERY BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LIPTON GAS PLANT PREFERRED ROUTE MAP 2 OF 3 WELD COUNTY, CO DRAWN: CHECKED: APPROVED: ZION ENGINEERING, LLC SCALE: 1:2400 17008-M-1 057 O> C a N- C CN 4J co li} s co L[�r G {I1 .t L'J CZ CT] c o_ sa ra s 0_ co as tt- a C' County Road 12 • y County Road 6 A Issued w/ Permit Application JRH 05/25/17 CC ALS REV. DESCRI PTION BY DATE CH KD CH KD FT. LUPTON GAS PLANT 1 Legend Boardwalk Pipeline ® Section lines County Rd 35 -0 ze% C z O 0 e 3 1 2 Weld Adams DISC VERY MIDSTREAM PARTNERS BOARDWALK PIPELINE PROJECT - PHASE II COUNTY LINE TO FT. LUPTON GAS PLANT PREFERRED ROUTE MAP 3 OF 3 WELD COUNTY, CO DRAWN: CHECKED: APPROVED: ZION ENGINEERING, LLC DATE: SCALE: 1:2400 DWG N0_ 17008-M-1088 REV_ A SITE SPECIFIC DEVELOPMENT PLAN AND SPECIAL REVIEW PERMIT NO. USR1S-0028, LOCATED IN SECTIONS 19, 24, 21,28, 30, 32 & 33, TOWNSHIP 1 NORTH, RANGE 65 WEST, SECTIONS 25, 26, 27, 22, 23, 14, 15 & 11, TOWNSHIP DEVELOPMENT STANDARDS 1. THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW PERMIT, USR18-0D28, IS FOR A GREATER THAN 12 -INCH HIGH PRESSURE NATURAL GAS PIPELINE APPROXIMATELY PLANT (U5R16.0031) CONNECTING INTO THE CENTRAL DELIVERY POINT LOCATED APPROXIMATELY THREE (3) MILES SOUTH OF BRIGHTON, COLORADO, IN ADAMS COUNTY, 2 APPROVAL OF THIS PLAN MAY CREATE A VESTED PROPERTY RIGHT PURSUANT TO SECTION 23-8-10 OF THE WELD COUNTY CODE- 3- THE PROPERTY OWNER OR OPERATOR SHALL PROVIDE WRITTEN EVIDENCE OF AN APPROVED EMERGENCY ACTION AND SAFETY PLAN ON, OR BEFORE, MARCH 15111 OF ANY EMERGENCY MANAGEMENTTO THE DEPARTMENT OF PLANNING SERVICES 4. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR CONTROLLING NOXIOUS WEEDS ON TH E SITE, PURSUANT TO CHAPTER 15, ARTICLES I AND II, OF THE WELD 5_ THE ACCESS TO THE SITE SHALL BE MAINTAINED TO MITIGATE ANY IMPACTS TO THE PUBLIC ROAD INCLUDING DAMAGES AND/OR OFFSITE TRACKING. 6 THERE SHALL RE NO PARKING OR STAGING OF VEHICLES ON PUBLIC ROADS ON -SITE PARKING SHALL BE UTILIZED. 7, THE HISTORICAL FLOW PATTERNS AND RUNOFF AMOUNTS ON THE SITE WILL BE MAINTAINED. 8. BUILDING PERMITS MAY BE REQUIRED, PER SECTION 29-3-10 OF THE WED COUNTY CODE CURRENTLY, THE FOLLOWING HAVE BEEN ADOPTED BY WELD COUNTY: 2012 INTERNATIONAL PERMIT APPLICATION MUST BE COMPLETED AND TWO (2) COMPLETE SETS OF ENGINEERED PLANS BEARING THE WET STAMP OF A COLORADO REGISTERED ARCHITECT OR COLORADO REGISTERED ENGINEER SHALL BE REQUIRED OR AN OPEN HOLE INSPECTION. S. ALL LIQUID AND SOLID WASTES (AS DEFINED IN THE SOLID WASTES DISPOSAL SITES AND FACILITIES ACT, SECTION 30-20-100.5, C R 5) SHALL_ BE STORED AND REMOVED FOR 10. NO PERMANENT DISPOSAL OF WASTES SHALL BE PERMITTED AT THIS SITE.. THIS IS NOT MEANTTO INCLUDE THOSE WASTES SPECIFICALLY EXCLUDED FROM THE DEFINITION 11. WASTE MATERIALS SHALL BE HANDLED, STORED, AND DISPOSED OF IN A MANNER THAT CONTROLS FUGITIVE DUST, BLOWING DEBRIS, AND OTHER POTENTIAL NUISANCE CODE. 12. FUGITIVE DUST SHOULD ATTEMPTTO BE CONFINED ON THE PROPERTY. USES ON THE PROPERTY SHOULD COMPLY WITH THE COLORADO AIR QUAUTY COMMISSION'S AIR 13, THE APPLICANT SHALL SUBMIT AN AIR POLLUTION EMISSION NOTICE (A,P.E.N,) AND EMISSIONS PERMIT APPLICATION AND OBTAIN A PERMIT FROM THE AIR POLLUTION CONTROL 14. ADEQUATE HAN DWASHING AND TOILET FACILITIES SHALL BE PROVIDED. PORTABLE TOILETS ARE ACCEPTABLE. PORTABLE TOILETS SHALL BE SERVICED BY A CLEANER LICENSED 1S . THE OPERATION SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF STATE AND FEDERAL AGENCIES AND THE WELD COUNTY CODE. 16. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE DESIGN AND OPERATION STANDARDS OF CHAPTER 23, OF THE WELD COUNTY CODE. 17. NECESSARY PERSONNEL FROM THE WELD COUNTY DEPARTMENTS OF PLANNING SERVICES, PUBLIC WORKS, AND PUBLIC HEALTH AND ENVIRONMENT SHALL BE GRANTED THE PROPERTY COMPLY WITH THE CONDITIONS OF APPROVAL AND DEVELOPMENT STANDARDS STATED HEREIN AND ALL APPLICABLE WELD COUNTY REGULATIONS. 18. THE USE BY SPECIAL REVIEW AREA SHALL BE LIMITED TO THE PLANS SHOWN HEREON AND GOVERNED BY THE FOREGOING STANDARDS AND ALL APPLICABLE WELD COUNTY STATED, SHALL REQUIRE THE APPROVAL OF AN AMENDMENT OFTH E PERMIT BY THE WELD COUNTY BOARD OF COUNTY COMMISSIONERS BEFORE SUCH CHANGES FROM OF THE DEPARTMENT OF PLANNING SERVICES, 19. THE PROPERTY OWNER OR OPERATOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL OF THE FOREGOING DEVELOPMENT STANDARDS. NONCOMPLIANCE WITH ANY OF COUNTY COMMISSIONERS. 2O..RIGHT TO EXTRACT MINERAL RESOURCES STATEMENT: WELD COUNTY HAS SOME OF THE MOST ABUNDANT MINERAL RESOURCES, INCLUDING, BUT NOT LIMITED TO, SAND ARE VITAL RESOURCES BECAUSE IA) THE STATE'S COMMERCIAL MINERAL DEPOSITS ARE ESSENTIAL TO THE STATE'S ECONOMY: (BI THE POPULOUS COUNTIES OF THE STATE A RATIONAL PLAN, CALCULATED TO AVOID WASTE OF SUCH DEPOSITS AND CAUSE THE LEAST PRACTICABLE DISRUPTION OF THE ECOLOGY AND QUALITY OF LIFE OF THE CITIZENS THROUGHOUT THE COUNTY AND PERSON MOVING INTO 'THESE AREAS MUST RECOGNIZE THE VARIOUS IMPACTS ASSOCIATED WITH THIS DEVELOPMENT. OFTEN TIMES, RESOURCES ARE PROTECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AFFORDED THE OPPORTUNITY TO EXTRACT THE MINERAL RESOURCE. CONDITIONS_ ACCESS THE OF MINERAL IN GIVEN ENGINEER FINAL OF QUALITY REGULATIONS THE AND FACE 1 THE COUNTY A SOLID IN PLANS FOREGOING GRAVEL, A A DISPOSAL DIVISION WELD ONTO CRITICAL OFTHE RESOURCE DISCOVERY NORTH, (AGRICULTURAL) YEAR MUST REGULATIONS OR ELEVEN SIGNED CODE. CODES, WASTE THE COUNTY THE DEVELOPMENT POPULOUS BE IN FACILITY OF PROPERTY SUBSTANTIAL OIL, SHORTAGE RANGE AND SUBMITTED A IN THE DEVELOPMENT NATURAL SITES BOARDWALK 66 WEST ONE-HALF ZONE DISTRICT, BY REPRESENTATIVES 2006 INTERNATIONAL FOR MANNER THAT THE SOLID SHALL OPERATE COLORADO AND SHALL AT ANY CHANGES STANDARDS GAS, OF SUCH COUNTIES ARE FIXED (11.5) WASTES CONTAIN STANDARDS AND OF TO OF REVIEW, PROTECTS DEPARTMENT REASONABLE COAL. DEPOSITS; THE THEIR DISPOSAL IN FROM ARE THE MILES SUBJECT FOR ENERGY ACCORDANCE HAND STATE. GEOGRAPHICAL 6TH LONG THE A GEOTECHNICAL AGAINST SANITIWERS. TIME THE PERMITTED MAY UNDER AND PIPELINE P.M., ALL IN WELD COUNTY, COMMENCING AT THE DISCOVERY TO THE DEVELOPMENT STANDARDS FIRE DISTRICT ANDTHE WELD CODE, AND 201.4 NATIONAL ENGINEERING REPORT SURFACE AND GROUNDWATER SITES AND FACILITIES ACT, SECTION WITH CHAPTER 14, OF PUBLIC HEALTH AND ENVIRONMENT, IN ORDER TO ENSURE THE PLANS OR DEVELOPMENT STANDARDS, ANY OTHER CHANGES BE REASON FOR REVOCATION TITLE 34 OF THE COLORADO (C) SUCH DEPOSITS SHOULD MINERAL RESOURCE LOCATIONS AND GEOPHYSICAL COLORADO DJ SERVICES, LLC, GAS STATED HEREON. COUNTY OFFICE OF ELECTRICAL CODE. A BUILDING PERFORMED BY A CONTAMINATION. 30.20-1005, C RS, ARTICLE I, OFTHE WELD COUNTY AS APPLICABLE ACTIVITIES CARRIED OUT ON AS SHOWN OR SHALL BE FILED IN THE OFFICE OF THE PERMIT BY THE BOARD REVISED STATUTES, MINERALS BE EXTRACTED ACCORDING TO ARE WIDESPREAD LOCATIONS MOREOVER, THESE GENERAL NOTES 1 RECORD INFORMATION SHOWN HEREON IS BASED ON A PUBLIC RECORDS SEARCH CONDUCTED BY [QUALITY CHECK ENERGY SERVICES, LLC, 862 N 27TH AVE , BRIGHTON. CO, 00601 2 THIS PLAN IS NOT A LAND SURVEY FIAT, OR IMPROVEMENT SURVEY PLAT 3 DATE OF FIELD SURVEY: MAY 191, 2017, ACKLAM, INC AND THE SURVEYOR OF RECORD ARE NOT RESPONSIBLE FOR THE LOCATION OF ANY IMPROVEMENTS PLACED, OR SITE MODIFICATIONS AFTER THE DATE OF THE FINAL FIELD SURVEY 4 THERE IS NO PROPOSED STORMWATER MANAGEMENT DEVICES OR STRUCTURES 5 THERE IS NO PROPOSED TRAFFIC CIRCULATION AND PARKING PLAN 6 THERE IS NO PROPOSED LANDSCAPING OR PROPOSED LANOscAPE SCREENING 7 NO ABOVE GROUND APPURTENANCES SHALL BE LOCATED WITHIN ANY 10D YEAR FLOODPLAIN5 (OR APPROVED FLOOD HAZARD DEVELOPMENT PERMIT CRITERIA)AS DEFINED BY THE WELD COUNTY sTORwlwarER MANAGEMENT MANUAL B THERE ARE NO GEOLOGIC HAZARD OR MINERAL RESOURCE AREAS IN THE PROJECT AREA B EASEMENTS SHOWN HEREON I6 FOR REFERENCE ONLY, THE LOCATION OF THE PIPELINE WITHIN THE EASEMENT AND THE WIDTH OF THE EASEMENT VARIES THROUGHOUT THE PROJECT APPLICANT OR APPLICANTS CONTRACTOR TO VERIFY EASEMENT LOCATION AND WIDTH PRIOR TO CONSTRUCTION 10 THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH SECTION 23-2-520 OF THE WELD COUNTY CODE BOARD OF COUNTY COMMISSIONERS CERTIFICATION THIS IS TO CERTIFY THAT THE BOARD OF COUNTY COMMISSIONER, WELD COUNTY, COLORADO DOES HEREBY CONFIRM AND ADOPT THIS SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW AND DEVELOPMENT STANDARDS AS SHOWN AND DESCRIBED HEREON THIS DAY OF , 20 CHAIR, BOARD OF COUNTY COMMISSIONERS ATTEST: WELD COUNTY CLERK TO THE BOARD BY DATED: DEPUTY CLERK TO THE BOARD PLANNING COMMISSION CERTIFICATION THIS IS TO CERTIFY THAT THE WELD COUNTY PLANNING COMMISSION HAS CERTIFIED AND DOES HEREBY RECOMMEND TO THE BOARD OF COUNTY COMMISSIONERS, WELD COUNTY COLORADO, FOR ITS CONFIRMATION, APPROVAL AND ADOPTION THIS SITE SPECIFIC DEVELOPMENT PLAN AND BY SPECIAL REVIEW AS SHOWN AND DESCRIBED HEREON THIS DAY OF , 20 CHAIR, WELD COUNTY PLANNING COMMISSION PROPERTY OWNERS CERTIFICATION THE UNDERSIGNED MAJOR PROPERTY OWNER(S) DO HEREBY AGREE TO THE SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW DEVELOPMENT STANDARDS DESCRIBED HEREON THIS DAY OF , 29 CORY G JORDAN, ON BEHALF OF DISCOVERY DJ SERVICES, LLC 7 COLORADO 4 ti. auL 811.: } •KIIlON N,HAT'S CROW ':GAIL tint. _._.._ nu tin. PRE17-007 REVISIONS DISCOVERY Di SERVICES, LLC. DISC AVERY REFERENCE DRAWINGS BOARDWALK PIPELINE DISCOVERY BOARDWALK USR DEVELOPMENT 'MELD COUNTY, PROJECT- STANDARDS COLORADO PIPELINE PRASE II 4, ZION ENGINEERING it LLC 8140 E Maplewood Awe , Surte 100 Greenwood Village, CO 90111 303-2243.3050 1flQ$-UMR-2091 DISCOVERY BOARDWALK PIPELINE VICINT y NAP A ISSUED WTTH PERMITAPPLICATION JTW CC ALS own SCALE; AS SHOWN MFA I& NO 17005-4JSR-2000 REY A DRAWING NO DESCRIPTION No DESCRIPTION BY MD NEPlCI DATE N 33, SECTIONS 27, 22, RANGE 57 WEST, TOWNSHIP 1 NORTH, ALL IN SX0 VICINITY MAP 15 14, 23, & 2 TOWNSHIP HIP 1 NORTH, r SECTIONS 19, 20,121, 22, 15, 14, & 11 RANGE 66 WEST OF THE 6TH P,NM., WELD COUNTY, COLORADO SCALE: 1:24000 4 Me ii•00a I — ,+I i r-. 4 ---t _I — � .',•, ) , _ _ a . i... f • I. .f L` �-fyJ '' - 1. w• L 7:-.. .. ' � r ! �I',' 5 : . :.,� I y J J , die FT P TON '4 "'' #y '' � ' ti► _ [.[ : _ .`} / r,, : ,° P � 1 II _ , ; I 4,-- -- a'� °, I . �' . 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REVISIONS BOARDWALK PIPELINE DISCOVERY BOARDWALK USRDEVELOPMENTSTANDARDS WELD COUNTY, PROJECT- PIPELINE COLORADO PHASE II VICINITY MAP — ' ZION ENGINEERING, LLC 8140 E Maplewood Ave , Suite 100 Greenwood1 301-243-3058 80111 — 17006•USR-2000 DISCOVERY BOARDWALK PIPELINE SCALE AS SHOWN 4AAW4N0N0 17008-USR-2001 REV A A ISSUED WITH PERMIT APPLICATION J'rw CC ALS 05125117 No DESCRIPTION BY CHKD ,LPP+PU DATE DRAWING NO DESCRIPTION O1 r M1 O RJ 115 W E a u ;a a w t.J e re) cm O O f C E c C VI S a .c U Cr Ln d P r F w a 0 s 7' O IJ+ G cc Q 0 E 7. s 4 o. 17 - 2 19 PRE17-007 7-007 REFERENCE DRAWINGS REVISIONS DISC 1 VERY DISCO VER Y DJ SERVICES, LL C. DRAWING NO A DESCRIPTION No ISSUED WI PERMIT APPUCATIOFJ DESCRIPTION JTW BY cc CEED ALS APPWQ 0512111 DATE ZION ENGINEERING, LLC 8100 E Maplewood Ave , Suite 100 Greenwood Village, co 80111 303.213-3050 BOARDWALK PIPELINE PROJECT - PHASE II 20" NATURAL GAS AND ASSOCIATED PIPELINES ALIGNMENT SHEET INDEX 80417 N.T.S. OMwisie k4 17008-A-1306 Red A C_ 0 cy K Q �C] �r E E v+ O CP w x Cc CC w C co nn cr riL 1 v c C r X 0 a C.y s' c E CL a m O a w cc 0 E C a i RIGHT-OF-WAY �+ WYCOFF WILLAM R WATTERSON RUSSELL N 146933000019 g 146933200002 194 6 Rods A 43 9 Rods Rae. No:TBD Rac No:TBD HORIZONTAL DATUM: NAD83 COORDINATE SYSTEM; COLORADO STATE PLANE NORTH ZONE NUS FEET) 0 a Q E. k u;' LEGEND IALIGNMENT (SCALE AS SHOWN) s �� f \ \ ti 3 ' %�' p K> l '�' 4, s7. 'r , , r --''r �.-`"N\,., '' 1' f1- ,r .. s `-sear f 1. f s s ,.' WYCOFF WILLIAM R ...-A- WATTERSON RU$$ELL N r r SUNCOR ENERGY (USA} PIPELINE CO .pee $ "per- ti, 54' NON-EXCLUSIVE EASEMENT Rat No. : 3!3809¢7 k. --1---*-Nk s'" `ee-` t , "" \\ \ , '� "4 yk \ . .-�•• i \\ r+t- .r ,y s \ \ r f` / / v+, ',yti ,..---"`„,0:7"..--- ° ar PROPOSED PIPELINE cL — PERMANENT ROW — — TEMPORARY ROW SECTIONLINE PROPERTY LINE FOREIGN PIPELINE FENCE t !— --iii ACCESS ROAD 0+Cc PIPELINE STATION OVERHEAD POWER LINE FM— � FIBEROPTIC — w WATER P _# `!� ,rte i\ # } i a "" a. 111 & t ..„..er „sae. \ I r % . ..--- 16 P BOWMAN R08ERT G `+�FORALLLOCATEREQUESTS!'My es oat re , J' Y}Yese yt' /( -•;erie .211." \ ./f TEMPORARY WORTS f SPACE KZ/7 Illief WETLAND COLORADO ONE -CALL ` GODDARD ANTHONY JOHN \ / I't 7I %NOW CAI ORA 811 wHni's strop MEIati� lou DO1 aic.. ' r / / 3tYt _,---- , •-•-ais ."14,1( .` �' a' >=AmPBELt. DAVID E if ► f 1469333D043�S 1 .r'' \ 148933340012 \ s'er `.� /',,-� .1 •''� r.� - -.- < \ 'r 4�j1y� y PLSS CALLOUTS NW lis $EirTtd4 33. TOISISIiLiF IN R+1,I+FGE4'iW SW1,44 SE VON az, iN, ¢7y, TO1VP15HIP RAN1"rE - - — ENVIRONMENTAL ROW O. DITCH DETAIL SEE DETAIL17008-00-1362 7008-00-1 36 2 LOCATION CLASS UEPni OF COVER Uw. 4 FEET �-- GROUND PROFILE 5200 WOO — " ' 5100 - 5108 y -r ---- PIPELINE VERTICAL DATUM: NAVD98 5040 6408 I a .— -. ION — 4'400 1 — .. - X1040 r ' 48✓.?0 72111 90 228+0D 235400 232 *0a 234400 23ssi(J 238400 240400 2409 03 2440001 2481.04 - +00 250.00 MOO 254+00 r 260403 Me00?MOO 2O 00 M aim I PRE17-007 J aEG4$ PIPELINEENO OF PIPELINE • BP SCI` W!, Silk ELL ' 4 V 3R EEG ELL , 4e' 3R SEG ELL EDP 3R SSG ELL P Sr .,0.,0400 ELL ELL ELL SEE 0411E 1700B-1CXJ�J� 70`,il2 . �r37.07 404 '236087 k ELL r r{jg SEE04VG17448f�-XYJCX I20'QD x040e'WT, API-5L,RSL'7,X4Sw1.12.14 MILSFSE I OP BEGIN PPE LINE ` r- -.EIC OF PIPELINE 3R SEG ELL 3Ji ELL f 4 5`314 9 ES 9E{T ES5P Oaf ELL !PO' t 5EOi L ELL ELL �. ELL ESE DWG 17406-G-XXX,X •r�l2 k ?Sidi' 91 238�Q7 k f�p[I �-' SEE DWG 17008-0-X)00( I B 825" 0 0 x 0.219" W.T , API -5L, PSL2, X -S2 w/12-14 MILS FBE EIP sir:4 ell:TUNE "' ENIb OF PIPELINE JR SEC ELL a5' SEC, ELL E4 ELL `e$4" 3R SEO •EOR C. 3R '0"� ELL I ELL ELL '4 E71 ELL I, 144 . SEE DWWG 17008-G-XX X . 2-313-487 ZS7+97 Jv ta7 1 251009 SEE DWG 174(18 c'a JiX?CX 41- 12'OD,CRi1.Pf INXASTM (72619 ifilPt 0LE OM,' REFERENCEDRA'WINGS DISC VERY DISCOVERYri j aiim t i �+ DISCOVER 7 L/ SERVICES, f5.CESr L L l/. 1 STATIONING IS 2 ZION ENGINEERING, LOCATION OF FOREIGN REFLECTED ON W WITHOUT LIABILITY FOR ANY DAMAGES 3 ALL POINTS OF RESPONSIBLE FOR PIPELINE AND SHALL 4 THE CONTRACTOR AT LEAST 72 HOURS :ABED ON HORIZONTAL DISTANCES LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC RESULTING FROM ERRORS OR OMISSIONS THEREIN INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE TRIM ALL SEGMENTABLE FITTINGS, AS REQUIREDSTA- SHALL BE RESPONSIBLE FOR CONTACTING ONE -GALL AT 811 OR 800-922-1987, BEFORE DIGGING - 3)a! NATURAL BOARDWALK GAS AFE# TH0(12, PIPELINE B' CRUDE ALIGNM 225+86 k A r EN PROJECT OIL 1T I TO - PHASE II AFE#-CILBPI, R. 12" WATER PIPELI SHEET 266+04 NE — itt ZION 8100 Greenwood ENGINEERING, E LLC Msplexroad Ave , Suite 104 VIIIafle, CO 60111 343-243-3050 17a&A-134$ 24' NATURAL 0faAND ASSOCIATED PWELPIESALIGNMENTSHEET INDEX A ISSUED WI PERMITI4PPLICATK}N JTW CC ALS 45125117 SCALE AS SHOWN ixwoG 8q- 17008-A-1307 86v A No DESCRIPTION BY CHlOD PPM DATE DRAWING NO DESCRIPTIDN F' 0' CLL. 1%. ICN it E 3 E €P Ifi *13 cn d 0 C 1- E cr. a 5 0 n a c a W t tit CO 0 r Cal } ,f a RIGHT -0F -WAY 8. G WATTERSON RUSSELL N 146933200002 + 79 4 Rodsr Roo No: TBD WARE MICHAEL A I 146033000006 " 77 9 Bode Rex No : TBD WELD COUNTY TED + 3 B Rods Bee No: TED DEC FARMS LLLP ET AL 146928200002 8; + R 81 5 ods I mr RecNo : TED HORIZONTAL DATUM: NAD$3 0 2 2 �+ COORDINATE SYSTEM' COLORACO STATE PLANE NORTH ZONE (US FEET) I ( I II I LEGEND ALIGNMENT (SALE A5 SHOWN) PROPOSED PIPELINE CL — PERMANENT ROW - ---- ..`— i I I 1 LAfATTERSOPJ RUSSELL N I 1 1 I iVAMANNY KIM SCUTT 146933240022 I I I E5 I I I�ERR- MOGEE GATHERING, LLC 34' R O W. Reo N4 : 4208067 D&C FARMS LLLP ET AL — TEMPORARY ROW SECTION LINE PROPERTY LINE FOREIGN PIPELINE i FENCE ' ' I I I I I o 8 a f 81ENEIAANN RACHEL R I 148933200033 j s r PANHANDLE EASTERN PIPELINE COMPANY 50'ROW Reg Na :16748 KN GAS GATHERING, INC Reo No :2500443 8 ti I F-i' ( I 8 ANADARKO PIPELINES IS} �`-y ti ` M t ti wn F t �iim� P CESS ROAD 0+00 PIPELINE OVERHEAD STATION POWER LINE F�- FIBEROPTIC Ln X 933 T1N R67Y4 SW N.. —N. •. — . t % - WATER t�L - SEMS33T1NR67w— —Iy r• ,. —. — — — — \ — _ —fir ' \ I — _ — — — — _ \ w w 4 \ i wr s'�,. °,t FO TEMPORARY WORK SPACE \ \ firI y� 4 K gn 4 WARE MICHAEL A KN WATTENBERG TRANSMISSION LLC I I,. Ct nrT Ore I N ��-�N`� WETLAND COLORADO ONE -CALL DIAL 811 OR 800-922-1997 FOR ALL LOCATE REQUESTS \ `. \ I\ N \ APPROX CL LOCATION OF RIGHY OF WAY GRANT UNDEFINED EASEMENT WIDTH Rep No : 2639340 (PIPELINE NOT FOUND NOR LOCATED) I I I i `ti 4< �C.OI.C s RAi)O _ J+. 811 1 t. \ Iri D&CFARMS LLLP ETAL PSCO 54' EASEMENT I II 1+18928400625 a !0 40C` Rec No: 24535499 I II Num Inrhirc ttLL BEFORE h 6FlabY Vqu nit I \ \ I F III Q PLSS CALLOIJTS NE% X. SECTION 33, TOWNSHIP 1N, RANGE 67W SE X SECTION 211, TOWNSHIP ¶N;, RANGE 67W ENVIRONMENTAIL ROW& DITCH DETAJR. EE DETAIL 17436-0C-1$4 LOCATION CLASS DEPTH OF COVER PROFILE MIN., 4 FEET r GROUND 5300 52411 - ` 5100 51 00 t � - s ----- PIPELINE VERTICAL DATUM: NAVDBB 5004 5000 ! 4940 4900 I 1 47144 4000 4+04 7400 4410 +14 1F+04 1.0400 12.04 1'1+4Q 14*a4 1¢+00 24+40 22 40 - 24-100 24 44 214+64 3©+dO 324-00 34 Ale sat no 38100 40+00 PREI7-007 Hp ag N PIPELINE � SEE D4'VO 17008-C-XXXX _r--_ � UFIOW BOREC1 4 HOD c ELL `SE G ELL . 25 12'1 0426 4 11 - LAX' • LI41 20' 0 D x Q 406" IN T„ API -6L, PSL2, X-65 w112-11 MILS FBE 2t' o D ■ 0 5eK' W I API 5L, P&L?, X.65 ver12.14 MILS FEE PLUS 24.3W MILS MO 20" 0 D x Q 4QX7' WT , API -5L. 20' O..D x 0.500' W T APt-5 'Plitt Zt1Sv,'o2.1a MIS FBE PLUS 24 30 MILSARO l Paz X-65 w1'12-14 MILS FRE NOTES: OTEATIgNING REFERENCE DRAWINGS D SC I A VERY DISCOVERY Di SERVICES, L L I^'. 1 IS gASE[7 ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMJSSIONS THEREIN BOARDWALK SWEET 16 20„ PIPELINE GAS PIPELINE ALIGNMENT STA. 0+00 TO PROJECT SHEET 40+Q0 - PHASE AFE#-6TH002 II - — ZION ENGINEERING 8160 E Maplewixd Ave , Suite 100 Greenwood Village, CO 80111 343-243.31150 LLC 1 3 ALL POINTS OF INTERSECTION ANGLES AREAPPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPEUNE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, A$ REQUIRED 4 THE CONTRACTOR SHALL OE RESPONSIBLE FOR CONTACTING ONE -CALL AT &11 OR e00.922-1987 AT LEAST 72 HOURS BEFORE DIGGING 170084.7310 20' NATURAL SAS PIPELINE STA. 40+00TQ 60►00 1TO08-O•1366 2Q' NATURAL GAS MC ASSOCIATED PIPELINES ALIGNMENT SHEET INDEX A ISSUED WITH PERMIT APPLICA'BON QC ALS 0325,17 WALL AS SHOWN ~RAM40 Np; 17008-A-1309 REV AI ,MTW DRAWING NO DESCRIPTION No DESCRIPTION BY CHILD APPIPD DATE r_ C, c+J 0 ,n N E G i L•` U a cn uJ v� Fri C C ti En c e c x sn a a a 3 o� C 'E v ci n a -C o_ tD 8 0 A w J N DaC FARMS LLLP ET AL WELD COUNTY HOWARD DAVID ET AL RIGHT-OF-WAY V 1 48 92 82 00002 P 81 5Rods m Rec No : TB[7 T U gi 38R A Rec Ro TED 146927100017 0 39 Rods Rec No: TBD HORIZONTAL DATUM: NJAD83 COORDINATE SYSTEM: COLORADO STATE PLANE O 2 .- 2 NORTH ZONE {US FEET) l LEGEND -ti M1 \ ! l f PROPOSED WETLAND I J .� \ / /rrr WiAWE003 ! Y PIPELINE CL — — — PERMANENT ROW '�D1+ . '' . i . A4I{ACCk / / S lit Pi 3D R OW -.....t_}tt TtTI/ f1 VESSELS OIL A GAS t{j +ANY TEMPORARY ROW SHOWN) r ", s°tk RaeN48776* / r— SECTION LINE .y t ``-: $r 1 rr ,� f { �` / PROPERTY LINE l / � / rr` `"'-. +/ s if ! f / fff �,r •`-'• `�- FOREIGN PIPELINE 7 / +say J D&C FARMS LLLP ET AL / ! PAM -AMR F FAS TERN, PIPELINE CO, f Jr'r+ y FENCE f ti f J 50' PIPELINE EASEMENT (APPROX.. LOCATLON) J � J Ain NO 112305S d(91?PL) �� / // ! / !' `4. ''' AGGESS ROAD / ...n...• • PI D+04 PIPELINE STATION 1' f EXISTING/ rrr s ` `.+ UNKNOWN 1 EXISTING / '+.� ,+ `��`` PIPELINE ! p~PPIPELINE re °```ii, ,�`�, f -- K — — k ` '•,t OVERHEAD POWER K k r+ rr # , ( I EXISTING • VESSELS HYDRI7GAREOMS ,v Fr ,�� I KMAPIPELINESff � f�'ti .,/,/ t - = UNITED POWER f - Iv WATER .' � \* "` I-'� EASEMENT ---.......'6,.....N6. \ -' £ j . ¶ k 10' GRANT OF .1f r I _ }/ \ `- °` Rec Na +12U0005F / : r ~`4~ 1/1/4". TEMPORARY WORK SPACE I � I y `y, � � `~ k 7 '#1 � / r f fir~" 'a r� 1 y '°_' rrr W � � tits. WETLAND J v d` �'� ,�r • r DIAL FOR COLORADO ONE GALL 811 OR 80[1822-1987 ALL LOCATE REQUESTSl C'OI.°I.AI)C� r h - f"r f4� �+ isee ` ."-.- �" 4 DEC FARMS LLLP ET AL I - r - Nil 146928400025 'y` 4 '� ~-' �•••-•-... � -/ k -'`--7-%%.„,1/4„H"-"-i rO�r$ f / ' ,� ``�`..7., D&C FARMS LLLP ET AL rr `' 4 Zf 4 rrr PS00 NY EASEMENT ; • JRein No 3t3Q9337 - 3008340 % • rr Y ., i 'tor HOWARD DAVID ET AL err 14$92T94R417 Wit# ° rf�4 *IS'."'ti 811 VESSELS ITYOROASEME J$ — ill.' 'i ,.. 2� PIPELINE, EAaE1�EAtT ;' 'k -^*. Kenna LT i arLG4V- 4 F4ff +0G . Rac No 2538887 } -,..,.`. `1111 f I/' y `E .,,,4•"+. —Aft PISS G:LLOUT$ SE', SECTION 2ff, TOWNSHIP 1N.. RANGE 67W INC Y4 SECTION a. TOWNSHIP 1N, RANGE SRU' NW is SECTION 27, TOWNSHIP 1N, RANGE 67W ENVIRONMENTAL - ROW & DITCH DETAIL SEE DETAIL 17008 -DD -1384 16TA 52+g1 SEE DETAIL 17000-00-1383 I STA 33+n7 SEE DETAIL 170�B ©D.1 5 8TJI76 5T SEE [DETAIL 17008 Dfl-13x73 LOCATION CLASS DEPTH OF COVER 1.IIN. 4 FEET 5100 5100 d 5680 GROUND - 4900 ----- PIPELINE 4400 4880 4840 - 4740 VERTICAL DATUM: NAVDBB 470 ;Ip 66 47+db 4A+fD ^4Q 46.OA fiO.GC b?�a0 +00 66#OQ 58 I I 1 190 82 00 (*4 '.° d0 b r0t7 I4sfd 72� 74 00 , 78.00 78+170 94 —DC MATERIAL HOB] 1+ R�k� SEG ELL E J!$E 7 u Re 18 d LL 9R t20 G D D bee W T .LPI L, P'9,L2. t 65 r+r12' 14 Dili S FUE PLUS 24 30 M LS:ARO 24" O D x 0 405" W.T API -51_ PsLz 9ta 4,rd12-14 MILS FRE 7.0 O D a O 5X" W T A.Pt-5L, P wA1Z-1; MILS FSE Pt U5 2L -3O A'I11,O " o 20" C D x D 448 W.T , API -5L, 4, PRE17-007 , . :.X45 PSL2, X-85 w112-14 MILS SE NOTES: 1 STATIONING IS EASED ON HOR IZONTAL DISTANCES 2 ZION ENGINEERING LLC AND DISCOVERY OJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, oR THIRD PARTS' SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY tl l SERVICE$, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 8 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FVR VERIFICATICSN OF THE ANGLES NECEBSARYTC7 PkOPERLY G{}NSTRUCT PIPELINE ANO SHALL TRIM ALL SEGMENTASLE FITTINGS, AS RECIUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE•CALL AT 611 OR 800-922-1967, AT LEAST 72 HOUf�S BEFORE QIGGING REFERENCE DRAWINGS DISC 6 VERY DISCOVERY � SERVICES, LL • BOARDWALK SWEET 16 20" PIPELINE GAS ALIGNMENT STA, 40404 PROJECT PIPELINE AFE#-GTH002 SHEET TO 80+00 - PHASE II I Z I ON ENGINEERING LLC 8100E Maplewood Ave , Suite 140 Greenwood Village, CO 80111 303-243-3050 I7009-A-1311zp' I7pU NATURAL GAS PIPELINE 5Tlt8D+0D TO 720+L70 1711,9-A-1309 24' NATURAL OAS PIPEIRrE SrA oprp 4Ut00 _ I7008•A•1HI 2D' NATURAL GAS MID hSB4{7ATED PIPEIINESAI IENIAENT$I#ETIN0E% A ISSUED INITH PFFIIRAPPLICATION ,RA, CC ALS 05/25.017 SAL AS SHOWN gRAYAii•W, 17O8 -A-1310 AEv A DRAWING NO DESCRIPTION No DESCRIPTION BY CHKD APPY'D DATE T V g U? w 3 W. M. CCP O M1 r LIP r- VI d { a- J C] {3 a V1 C o_ a a a s G O a tn ro en en RIGHT -CF -WAY HOWARD DAVID ET AL 146927100017 242 A Rados Reg No TBD HORIZONTAL DATUM: NAD63 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) {g 2 z D F co ILE[a1 Nd `ti,,�'+i ��t ` q� y .." L N O ,50 ``' PROPOSED r .. 'Nu PIPELINE CL — = PERMANENT ROW HOWARD DAVID ET AL l ,`� ♦"t4; HOWARDit 146627100417`' '�• �or',� ek ,, s, //� "� — TEMPORARY ROW ,t 4 . r x�' w �` ill IT � •� WESTERN AREA POWER ADMINISTRATION r� f SECTION LINE PROPERTY LINE 85' TRAM1ISMISSION LINE EASEMENT j r �a. ,` Rea No : 3677083 B 36770@� `'`+ %%1,--.*, FOREIGN PIPELINE } /r t / i f! ,,. `'~,., EXISTING KMA PIPELINE `% r -J2 iN — w PENC.i , / ' `�. `'� ' `�, ' i aiateM ACCESS ROAD i PI 4+44 PIPELINE STATION 4 I / . VESSELS HYDROCARBONS �{ l 20' PIPELINE EASEMENT / ///// Rec hJv : 2538848 8 2538889 f�S, X a '` . ENCANA OIL Fs GAS (USA) INC f /r I . 148928409004 f ✓/ /r �, 1 /J / �' OLIVERHEAD POWER // EXISTING KMA PIPELINE - ` f^ FIiDEROPTIC r� WATER r� { 'f '. "*,,,, � �`i EXISTING XCEL PIPELINES z r LC / i Yf ``� ti`s. SPACE TEMPORARY WORK : f 7�a. / f f% ` 'k f { f re"�;� WETLAND a "N �r RN 1YATTEMBERG I LLG DIAL FOR COLORADO ONE -CALL 611 OR 500-022-198T ALL LOCATE REQUESTS (..)I.C1Iti7\I ) DSI LOCATIONN + / /r PUBLIC SERVICE CO OF COLORADO r APPROX 148927300916 `N P f F R W GRANT 50' PIPELINE RCO W. UNDEFINED EASEMENT WIDTH f Rec Na : 4178638 .- / / '� Raa Na : 2638331-2634337 rl / (PIPELINE NOT FOUND NOR LOCATED) k q N. lrf' N` 75' EASEMENT .. / ,,,� p / Rec No: 2433428 8 2433430 * . 4, HOWARD DAVID ET Al. 'y, ".,,z 811 1t f + fix i OCiEASEMENT ''`�''`;' PSCC} }fir � Roo ND 3099337-3008344 ' km°r! Krlfl c aELEM 50' EASEMENT CALL 9EF©RE:MU RIG+ -�— Rea No 243342D82433430 ,�+ ,Ac'' 6* 1 56 CMLOUL8 N'NX SECTION 27. TOWNSHIP iN, RANGE 87W ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 1703840-1353 LOCATION CLASS DEPTH OF COVER MIN 4 FEET PROFILE 5100 5100 I — 5900 5000 } E GROUND 4900 ----- PIPELINE 4800 4800 4800 4700 lice au 40 OR. 04 84.00 88-40 81-00 Dia, DO 92 00 9l,DO cG0 48.40 100.00 dot"4Q 10+400 140,60 idS+od 110.00 111.09 114I+QQ 1get be 1I OD 12i+OD VERTICAL DATUM; NAVD66 ELL i Eli i f �SesSRiaua in ,144+ PRE 17-007 Q 2Q' {7 b x 4 AD6°' 4V T API SL, PSL2, JSa6S w/12-14 MILS F9E NOTES: REFERENCE DRAWINGS DISC 6 VERY DISLOI/ER Y D1/41 SERVICES, ICES, LLC. 1 STATIONING IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800-922-1087, AT LEAST 72 HOURS BEFORE DIGGING BOARDWALK SWEET 16 PIPELINE 20" ALIGNMENT STA, GAS 80+00 PROJECT - PHASE PIPELINE AFE#-GTH002 SHEET TO 120+00 II ZION , &100 Greenwood ENGINEERING E Maplewood Village, alp -243-3054 Ave , Suite CO 100 80111 t LL 1100134%.1312. 20' NATURAL GAS PIPELINE STA. 128+00TO 180+00 iPo4 14131U 4' NAP". GAS PIPELINESTIL d0340T06ii 40 12405-4-1308 2C' NATURAL GAS ANDASS0CIATED PIPELINES AUGMENT SHEET INDEX A ISSUED WITH PERMIT APPLICATION JTW CC ALS 05125117 SCALE AS SHOWN DPAWRNG NO 17008-A-1311 Po A DRAWING NO DESCRIPTION No DESCRIPTION BY CHICO 4APP'Pa DATE W RIGHT"t3P-OF HOWARD DAVID ET AL p. WELD COUNTY �I 14D927iD®17 'a TBD 05 9 Rods 'I 3 6 Rods ; Rao No: TBD - Rao No: TBD r VENTURE LW ETAL BTZ LAND LLC ETAL G 148922300082 7 148922000023 + 22 2 Rods -3. 135 6 Rode N Rao No : TBD r Reo No : TBD - MARRS LAND & CATTLE LLP 148022200004 T. 17 4 Rods Roc No : TEC HORIZONTAL DATUM: IWO83 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) STATIONING LEGEND ALIGNMENT SCALE AS SH(Y+N) II I c.OVERHEAD I III I I III I I t I I ' , ' I s I I' I I I I o E I I''+ HOVdARD DAVID ET AL I I I .4-,..�+.� . N VENTURE LLC ETAL I' \ ,ti',` \ N. BTZ LAND LLC ETAL WETLAND - WETLAND W1AWE002 SY ' ALD2 ) At. ++ 1 MARRS LAND 6 CATTLE LLP o PROPOSED PIPELINE CL — — PERMANENT ROW TEMPORARY ROW SECTION LINE PROPERTY LINE PIPELINE FOREIGN . FENCE man ACCESS ROAD 0 PI 0+00 PIPELINE STATION '� 2 M71—� c POWER LINE F^ FIBEROPTIC \t'+km — —4 .'t1 — — _ _ 1—. fi +t ti; r r •—` IIr — — -- WATER }y� — 1-0---41"-47—V •4y et ICY 0 J ,7,'f, •� f y ``l-'L4.-� f,� r �. J 1 �— -y `�-- ',e r=la�ir -.:1 .� NY � + '`J,r!+'. CaTs�L. _ � .:.gar.,,' sour /—r1—i Rif-iimil J�� 1� Prt IC--J� ` titi "�► ` -^ - '� YP�fA F�1 �i v J- �r Ls —I-- ----* —_=a - a rc=ir�sc ��r T d y -- y j 922 T1 ",TIEW 1XS22 'INR$TW e�! ' 1 73 � I I I I � I I I I I I M w of § TIN SE NE14327T1NIR6FW11 I 5E :82.2 . �, ,•' * #�r �� TEMPORARY WORK SPACE A, EXISTING XCEL PIPELINES �.f � t W1AWED02 vre 1* a'>7~- WETLAND z PSCO ;*F dr I I I g' I"� I I 2 75' EASEMENT # 7 Rem No : 2427882 I S 3429886 BLYLER KRISANNA. L 148922404054 WAGNER JOANN W 148922000078 I COLORADO ONE -CALL DIAL 811 OR HO{) -922-1867 FOR ALL LOCATE REQUESTS COOLOI [)(), 1 f 1 I 0 287 497 Iw �I I I I '11 �r %k]Y4 ,IYIST S BELOW :ALL B MIRE YOU DIG i l ` I PLSS CALLOUTS ' 4 SECTION 27, TOWNSHIP IN, RANGE 67W I MP: SECTION 2a„ TOWNSHIP 11Ft, RANGE B1W I NW% SECTION 22, TOWNSHIP 1N, RANGE 87W ENVIRONMENTAL WETLANDNM.AWE0D2 VETLANDWIA'WE002 ROW S WOK DE TArL nt Dn'AL 17Q(IS-CD-Ian STA 130.57 SEE CIE.TAJL 1tOQ DD -1#71 I STA 157'20 SEE DETAIL 1700a4Dc-tom LOCATION CLASS - DEPTH OF COVER MIN 4 FEET -- GROUND PROFILE 514[1 = 5100 11 / II - 5000 5000 - - - - - PIPELINE VERTICAL DATUM' NAVIJH6 ',POD 4909 i X11 I I 4800 - 48D4 I 4704 12000 122+Q0 124.94 t7 s00 +20.08 12@'00 19?i09 13440 138+00 1x11«00 140600 1d&►44 WOO 140►00 WI Cla 154*40 1612440 ISOM) 1151E►QC II 5114;10 4700 WHIM PREI 7-007 ¢ w 9 HOD Bworacer Oath HUD E'T Dry_ ONO ° 97 s' ]R•SEG ELL 22 S" 3R SEG ELL 15:2! 144.84 ELL LiFiRW Lt --51342 - ELL 157+70 i1b6 7 = 4 E. 20° O D x 0 406" W T API -SL, 20- o1D. x 11-MT6" W.T. API -SL PS71 X.65 w; I t -td MILS FEE PLUS 24-30 MILS AROO 20" O D x 0 Cr WT API -SL, 20- 0.0.5 0.500-W "1-, API°5L. PSLa. M=65 w+121:4 MILS F 13 PLUS 2440 MILS ARO 20" O D x 0 406' WT , API -5L, , , PSL2, }x-65 w/12-14 MILS FOE PSL2, X.-Wily/1244 MILE, FBE PSL2, X-65 w112-$'1 MILS FUE VOTES: REFERENCE DRAWINGS DISCOVERY nrSERVICES, i ,r-. J.' S L LV- 1 STATIONING IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE MID SHALL TRIM ALL SEGMENTA9LE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CON TACTNG ONE -CALL AT 811 OR 000-942-1987, AT LEAST 72 HOURS BEFORE DIGGING BOARDWALK SWEET 16 2011 STA, PIPELINE GAS ALIGNMENT 120+00 PROJECT PIPELINE SHEET TO AFE#GTI-f002 160+00 - PHASE II IN SC le -r Rif _ r ZION II ENGINEERING 8100 E Maplewood Ave , Suile 100 Greenwood Village, CO80111 303,243-3459 LLB 1700M-1313 • 20' NATURAL GAS PIPELINE STA:180+00 TO 200+00 17008-A-1311 2U°NATURAL OAS PIPELINE STA 80+OOT0120+0d 17006A-1180 20` NATURAL GAS AND ASSOCIATED PIPELINES AIJGNMEMT SKEET INDEX A ISSUED WITH PERM* APPLICATION JTW CC ALS 05/25$17 SCALE AS SHOWN DRAWING NO: 170084-1312 REy A DRAWING NO DESCRIPTION No DESCRIPTION 6Y CHI(0 APPVD DATE 0 ''1 Cl 0 •1 E 0 E a. t. Er, L1 a- I U 3 0 E _ 5 2 Pee O c CI - CL }. re, o - i RIGHT-OF-WAY 8. $ MARRS LAND 8 CATTLE LLP 14@922204904 92 5 Rods Rea No:TBD FLYING E RANCH LLC . 1409 2000027 "' I76 4 Rods Rec No:TBD WELD COUNTY ,-; TOD :1, 8 6 Rods i8 Roc N0:TBD 1- FLYING E RANCH LLC 146915400093 $ 70 9 Rods a Rao No:TBD " HORIZONTAL DATuM: NADB3 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET} STATIONING =ND ALIGNMENT (SCALE AS SHOWN) J ,f .ey •T M ' RS LAND $ -"OroCORMIER JAMES CATT148922L2{140 ,f.sr�s , 148922000062 ,e‘ ` - PROPOSED PIPELINE CL — PERMANENT ROW - - TEMPORARY ROW a C.�.y" -•a _ .__ - it- SECTION LINE J4RAiY17yER� r -` "1 �- r �. + r_r J ` .. , as 14 PROPERTY LINE PIPELINE � N.FOREIGN y. ` FENCE t,, � i}5. \ a ACCESS ROAD • PI 0+00 PIPELINE STATION OVERHEAD POWER -�.. \ - - tQ ` ',� y�r / MARRS LAND & CATTLE LLP -tit I �+ �1 ,l // EXISTING 7G{ EL PIPELINES // { 7�` 1 1 r� p$CO 5D' EASEMENT �.A (sec No :2444092 &3009341 .14, S. ' ti P f '.. \yam °sewn " \ \\ FLYING E RANCH LLC e o- ' \ + FLYING E RANCH LLC \ \ \+� �'�, �e •".,��0,� �' ,a811 , .e\ " ' \G. \ 4. \ 4,e- LINE FmFIBERtaPTIC w WATER SPADE TEMPORARY WORKar rA ` WETLAND COLORADO ONE -CALL DIAL 811 OR 800.922-1987 FOR ALL LOCATE REQUESTS i {)I:�`�11,•ha:){_) Fc r . ltI UDR,' ��{1 pEF081' I at 4 D III TOW OIG �� i dt t 'ti 1��y <t4 e mat` • PLSS CALLOUTS NwYt SECTION 22, TOWNSHIP 1N, Rata 87W NEE re SECTIOllp. TOWNSHIP IN. RANGE 4?W atJ Srle'CTIQN IS, TQ'iiV.R,ISHIP 1N, RANGE AN ENVIRONMENTAL ROWS DITCH DETAIL - SEE DETAIL 17008 -DD -1366 STA 175+00 SEE DETAIL 1700E -DD -1367 STA 185+51 SEE DETAIL 1700843D-1388 LOCATION CLASS DEPTH OF COVER - MR4 a FEET GROUND _� µ C3 E 51O4 I - - SUE - - ' — I FJ'0OO _ MIMI , - - - - - - PIPELINE VERTICAL DATUM: NAVD8B 4904 ¢946 4800 r 41OO a Me 00 1e+Op 104400 iBZr400 188+00 171,00 17r?+OO 171+00 170+90 17 t64+49 182`+100 164+00 186+40 '1519+00 190+90 183«09 1.91+00 19940 196+0° 0Q0 200+90 PREI 1-007 CC iL 2 3R ELL 481 3FL SEG ELL ELL E?,L — - 22c5 3R SEG ELL 8EC ELL ELL S SEii ELL ELL CemiLi Rom 8 BORE 144010 r r E1L G3RR SEG ELL 1491 wel, 71+29650 675 9 f �18 411 I 1 Y.. L=U[I 20" 0 0 x 0 406"W T , API -5L, PSL2, X -B5 wi12-14 MILS FRE 2I'_ O,CC i p 5IXr yr• T API -St rSL2. s;-65, rI Z. tit MILS Ft1E PuiS 24 On MILS ARO 20/' 4 0 x 0 406" W T , API -9L, PSL2 X-85 W12-14 MILS FOE NOTES. TTATIONING REFERENCE DRAWINGS DISC(12)VERY DISCOVERY DJ SERVICES, LL'. SHO9 IS RASED ON IZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION of FORE UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED- WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC CR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN _ _ BOARD BOARDWALK PIPELINE 16 " GAS ALIGNMENT STA. 160+00 PIPELINE PROJECT TO SHEET 204-00 AFE#-0TFI - PHASE II 02 - - - ISWEET 41);* ZION ENGINEERING, 8100 E Greenwood Maplewood 303-243-3050 VOlege, Ave CO , Suite 80111 100 LL 3 Et Pamirs OR VERIFICATION TI ANOF ARE ASC} ESS THE RR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTASLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 011 OR 90O-922-1987, AT LEAST 72 HOURS BEFORE DIGGING 1T04&.,4.1JI1 2D`N0.TURAl.GA�u PIPELIHESTA 290.00 TO 246+00 1T008-A•13I2 2D' NATURAL GAS PIPELIHESTA 129+0UT0scoop 17099-A-1306 20' HATuk4L GAS ANDASSOCIATEDPIPELW€3 aLIGNPE1fl SHEET INDEX A MU ED WITH PERMITAPPUCATVN JEW CC MS O$125/IT 894.E AS SHOWN WOWING tip; 17006-A-1313 Pa A No DESCRIPTION IEY CHID APPV'D: DATE DRAWING NO DESCRIPTION a a :::;:; RIGHT -WAY o FLYING E RANCH LLC a WELD COUNTY JOHNSON HARLO PAUL ET AL 146315440093 t TBD $' 145914000058 440 Rode I, 36 Rode $ 1720 Rods RaD No : TBD Rae No: TBD "" Rec- No : TBD KAUFFMAN GERALD C 146914000057 (3) 219Rode 0 Rec No : TBD `" HORIZONTAL DATUM: NAD83 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) F rn LEGEND ALIGNMENT (SCALE AS SHOWN) { / „are'— ..---e........•. - EXISTING KMA PIPELINE -.r'" I+ r PROPOSED PIPELINE GL — — PERMANENT ROW — TEMPORARY ROW Pi SECTION LINE PROPERTYLINi<� EXISTING APC PIPELINE iGb QRAhITNEFi DITCH!` ! SHOWN IN MINOR SUBDIVISION P FOREIGN PIPELINE 1469 -14.3 -MS -3 Rao No 1597949 ./ f' � ,, ii VP �� iiP i it1 — FENCE s ----- ACCESS ROAD * PI 0+4D PIPELINE STATION OVERHEAD POWER -" '" ,�--� FLYING E RANCH LLG 2'4 a``rt'r * f • erNf '+�r {� $ - . 0 -ire:' EXISTING KMA g ;� --- - - - r 1 it _ ��-- l �r+! � PIPELINES + --� t a � l JOHNSON HARLQ PAUL ET AL KAUFFMAN GERALD C kilo s� r s� � Ir - � vt _~` 1� '� LINE ��` FIBEROPTIC •'{ .tf ___. �:- �' "�— J re s el may; —� �1�� _� Iii ; el r�.� "`_o li by T6 r �r `� '0'.' ��r�' `� z_. ° 9tJ I �r .M.w WATER t;... •�� j n ASS TIC r,�` r��,1,_- Te�� `� Stitt - '� 1 ~ . t fi -�, ,{ -� �. *�=,;,k .sd f r 131 '° ST "'� Tom. .�z',0.� ° ' r �-� 1 -,�,�, ;!�,�- it KERR MGCiEEGATHERINIGLLC r t :' 'a__ �/'�+�/ f / //"' SPACE TEMPORARY WORK { 30' R O VV. GRANT - Na: 4230261ki.. ` WETLAND f. y' "_ ^'S` 1j4 / COLORADO ONE -CALL DIAL 811 CR 808-9,22-1987 FOR ALL LOCATE REQUESTS /r ti ieyz NORDEN GEORGE M TRUSTEE z J j1y + I- *0rJ "f�=� � ` L -"� " _� J `,� JI ti :1.H "m•• � t `" � " t � -- ` ...... �� / i 'y __ I FLYING E RANCH LLC / KNOW CALL 811 wHAt-SBf1OW MUM • . ,YOU OIG. i M � : .+'. ".' +pi f ��Y.�: c ! 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A 0.50 YV:T., APJ-5t, 1%L2, xa• s/12-1.4 MIL,$ roc Pals 3440 MILS ARC 20" 0 D x 0 405'W.T , API -5L, PSL2, X435 w?12-14 MILS FEE PSL2, X-65 WJ12-14 MILS F8 OTES: REFERENCE DRAWINGS DISCOVERY VEflY al SERVICES', LLC. 1 STATIONING IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE BOARDWALK SWEET 16 PIPELINE 20" GAS ALIGNMENT STA. 200+00 PIPELINE TO PROJECT SHEET 240+00 AFESt-GTH002 - PHASE II LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE 1NFORMATION,SHOWN HEREIN IS FURNISHED DISC VERY WITHOUT LIABILITY ON ART OF ION LLC OR DJ SERVICES, 1 L EINECRING, FOR ANYDAMAGES RESULTING FROM RRORSOR R DMISSIDNS THEREIN INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR L E ALL OESHB3 ZION ENGINEERING, LLC 6100 E Maplewood Ave , Suite 100 Greenwood 214340 CO 80111 RESPONSIBLE E RESPONSIBLE FOR VERIFICATION OF THE ANC -1.E$ NECESSARY 70 PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED Ina-i2i5 20' NhTI1W+L GM PIPELINE STAy240+QD TQ49D4ilD 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE.CALL AT 811 OR 904-822-1987, Ir4pa lain 2p' NATURAL OAS PIPELINE sTA 16D+flD TQ24Drfl0 AT LEAST 72 HOURS BEFORE DIGGING 17DGS-003DB 24'NATVRAL'GAB AND ASSOCIATED PIPELINES K.DIVENT SHEET INOEK A ISSUED WITH PERM rr APPLICATION JTw CC ALB U5I25111 SCNA AS SHOWN I DfiAM INN HO: 170080A-1314 REy I A DRAWING NO DESCRIPTION NO DESCRIPTION BY CHW APPVO DATE RIGHT-OF-WAY336Rods 0, "I KAUFFMAN GERALD C 140914000057 'r' q Rec No TBD `ti JOHNSON HARLO PAUL ET AL 146914000058 39Rods `mot° Roo No: TBD NORDEN GEORGE M TRUSTEE r WELD COUNTY WRIGHT FAMILY FARMS LLC e+ 148914000008 °+^ TBD 148823000024 372Rods 32Rods ; 86SR8dc R Rec. No.' TBD `" Rec, Nu_ TBD ryl Rec No T U ` WRIGHT FAMILY FARMS LLC o: 146923440019 , 7B1Rode Sec No TBD HORIZONTAL DATUM: NADB3 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) 9NINOILVJS / PROPOSED ti / 'tl 1 PIPELINE CL = / A { / PERMANENT ROW / NORDEN GEORGE M TRuSt TEMPORARY ROW SECTION LINE LINE y..-"eltbfi f WRIGHTw FAMILY FARMS LLC 1L ! WRIGHT FAMILY FARMS LLC ADADARKO ESP ONSHORE 1489234OOO26PROPERTY FOREIGN PIPELINE w: 1 — ,-- p �4 r FENCE I I —�y0Ya4ti`+ar f--,-----/„..4I.jam* 4• t `1i ROAD �� * •_,L f ;t��ir ` ' { ' —a----a---ACCESS 4� �. �. f I / • PI PIPELINE STATION ) ) -_- ""-d T .., J �'' = • 4n411 r0+00 245., / 1 ti s. • fiN Rerw -- --. - i'ti' �• tile, OVERHEAD POWER / - 1. 1 rr i[+ / LINE / z 4 ! 4 y �1 }tY , ~ ~ ; 1 SR rA— FIBER OPTIC hi,C , KAUFFMAN GERALD C �' `ti \ _N. 1/4 '`'..� i j .,� pf �,. PyDd2.„!1✓ ALIGNMENT (SCJ 2,1' rI L • i f„00 `' ' g y�"L1 +i�r�i_bb !L11L VV�� M1 =-- � �Al`Y ��! y`;sue-��a� 1 fit.. jrf c 11, •��4y�£ 1///,,, TEMPORARY WORK $ PAC E + Y f eye r `--S 1 AMOCO PRODUCTION CO �`' 4 ��• `�ti ! L / j wIP- r f 2{F R iJ W. // WETLAND sr: 1 J r, KERR MCCEE t3ATHERING LLC *� Jgzsi + r1 30' R O W. GRANT 1E1d4757 * � _ i r .� 1I --� tti` RecAla:42302i32 * 1 / KERR-MCGEE GATHER 4 a 50' R 4 W. GRANT' m 1 f 4% 1 41 F * � ReCNo:d163392 COLORADO ONE err f • ' -CALL 1AMOCGPROCAJC`PONCOMP Y DIAL 811 OR 840.922.1987 FOR ALL LOCATE REQUESTS 1 Y` . I,7 R 0 Wt FOR 2 PIPELINES (NOWCITH GIVE 7BII I in AMOCO PRODUCTION GQfF' R Q W. FOR 3 PIPELINES (NO WIDTH GIVEN) GATHERING LLC SE4 324 tykszi -. N R6 rat .4 IN 1 ` 2 t r� Rec No 1869475 25' R O W. Ti? -_" �l.J 111_�. is 811 4�. .� I • • /JOHNSON '"` �r I HARLO PAUL ET AL f y 1 11 f [ r , i r VFETii V® WIAINEOO1 4 f/ Rec No 4183383 '`--`� GROW DOROTHY ET Al 1489231]ODQO2 r —'—`'_, ''.ate 1 p =� ion 1 r i Pi !Isar RJF . + " r t r. 1 ITC9� IOW II VII �- r f -- — -'--- - J, / _ ,�+ / / 1 fJJ ----/ Y , I 1�I I _ PLSS CALLOUTS SW Is= SECTION Iii, TOi+VNStilP 1N, DANCE: 614V j SE 21 SECTION F4. TO WNSH,IF 1W, RANGE 67W I NE)'e SECTION 23. TOWNSHIP 1N. RANGE 67W ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 17OO8-DO-1393 STA 252+55 SEE DETAIL 179OB•DQ•1371 LOCATION CLASS DEPTH OF COVER MIN 4 FEET — — 5100 5100 5000 5000 Lu GROUND PIPELINE a l I_ _ 4400 _ _ _ , - 4900 •- aelad 4940 .4700 4700 240#00 212,00 244400 24&xO4 248.00 2$q+00 / 257.00 754.04 258406 fl5.OQ 2-'•1i0 x•00 36000 X1.08 24b"GC 27 crew 77740 274»OG 27O'.1I +pq 2 +4L1 VERTICAL DATUM: NAVD88 'i 1 6' 31% SEG ELL �. - �----` ` e F s G�rk '� 3348 Nu) r IV 3,R SEG ELL L�n'n "CD 27.5' 3R SEG ELL e5' 3 S€G ELL fir 3!I 5EG ELL 9iO' 3itSEA ELL BORE 2252465 12? 5" I G ELL 5O' 3R 5ECr ELL ( -.. 252 _ 270rg5 ELL ELL ELI - - - i ELIL __ ELL .. PEG ELl r ..-, m. 4c 14056 r 2,47+30 S LT] 1 `'e1 N =leU' Lrad3D' L=5'' ',Ayr, MILS 24" 0.0 4DB" V9 t.. PPI-5L 2 C 20' 0 D x 0.406' W T., API -5t" 20' OD. ■ O,;`Qq IN.?. APP -5L. V'SL22, X•65 v412-14 MILS POE FL,VS -04.Ju MILS ARO 2trGD N., 0 44f" W 1., AQb, SL., 2t7' O.O—X 0.5®a AP1-SL, PSL2, X-65 41244 MILS FELE PLUS 24=50 MILS ARO 20" 0 b x 0 406' WI' AP1-5I, O" C D, = 0,500 W1r.7, rf9•S'4, PSL2 %-b w+12-11 PAILS FOE PLUS L-1(1 A.RO IC a PREI7-007 , , . PSL2, X-65 w)12-14 IMILS FRE PSL2 X-65 w112-14 MILS FEE PSL2, X-65 w112-14 MILS FEE PSL2 X-65 412-14 MILS FEE NOTES: REFERENCE DRAWINGS DISCOVERY pi SERVICES, /ICES, LLC, 1 STATIONING 15 BASED ON HORIZONTAL. DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THEPOPER CONTRACTOR NST UE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CQN6TRUOTTHE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800-922-1987 AT LEAST 72 HOURS BEFORE DIGGING DISCOVERY Bc�A BOARDWALK PIPELINE SWEET 16 20" GAS PROJECT PIPELINE AFE P PHASE II -GTHO02 4, ZION ENGINEERING I LC ALIGNMENT STA. ENT 240+00 SHEET TO ��+�� I 1'fOD8-A-131A 20' NATURAL GAS PIPELINE ST�4290tUDTQ 320+40 I 171144 4.1314 2D' NATURAL GAS PIPELINE ETA. 2ODtO4TO244t40 17QQ5-A-13QO 20` NATIRRAL GAS AND ASSOCIATED PIPELINES ALIGNMENT SHEET INDEX I A ISSUED WITH PERMITAPPLICATION JIw . CC ALS O3/2S/17 8100 E Maplewood Ave , Suite 100 Greenwood Village, CO 80111 303-243.3050 - SCALE: AS SHOWN uMwwe No: 17008 -A -I315 FEY A DRAWING NO DESCRIPTION I No DESCRIPTION BY I AMID AID DATE Ci cep 0 c 0- a i<• cc C E 0 a 27 U V C a RIGHT -0F -WAY WRIGHT FAMILY FARMS LW m WELD COUNTY 1146923000019 TBD 1582Rads O 36Rods g Roo No : TED " Roo Na: TBD " WEIGANDT JOHN WILLIAM 11692100001a �' 95Rods G Roc No: TBD fl STEIBER GEORGE W FAMILY 14842-0040017 8 731 Rods Roc No; TBD HORIZONTAL DATUM: NAM COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) STATIONING LEGEND ALIGNMENT (SCALE AS SHOWN). 'tii qN � j` . 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PERMANENT ROW TEMPORARY .1, +I1 t .)) .--- O: " ~ ✓`` k� — ROW 1 1!� ••••". �IJ fir• f �1� �. _ II yr, I -e"...�' �"f �- � II } .r' .F:. # �f, \ ~SECTION LINE PROPERTY r ,, r ' r i �y �r'�y r .-- r 4141 a .r .r }�J� ts�i ..-2--....,, r '' --- r ''- LINE PIPELINE FOREIGN i FENCE r ' t l " BROW DOROTHY ET AL 1-06928000D02 ( ., '3 i`'wa • �' --t. .---_,.....a -•-'- WRIGHT FAMILY FARMS LLC :' ,1' .f 'rr':\\I � t f ' ..�r ADADARKO °� . •� •� KIRKPAEYER BARBARA J , 140023404025 s 4 rr. i I CITY[JFAURON f wear 6U E1xGLU9 Tun' EASEMENT I ..,-r" Roc No.: " 83542122 .''` ;*+` .^�°+� E&P ONSHORE 145923400025 Y� i\ # cie 4 4kihil t Ri \ , \ iii r +�\\ \ 1 STEIBER GEORGE 9D' BRIGHTON DITCH RatNa : ,2769223 te' , t s + ~ Y { f ''! a- A FAMILY et.-- ` -- fr ~ 1" -'f 1. . -r ..e""r f! r�� ACCESS ROAD 41 PI Q+QQ PIPELINE STATION OVERHEAD POWER LINE " FIBEROPTIC ►+ WATER ,�' ,t TEMPORARY WORT£\ SPACE .410. WETLAND COLORADO ONE -CALL DIAL 811 OR 500-922-19$7 FOR ALL LOCATE RECtUESTS Fez ,:r � is 'e.g.. >..P. - TI//k f d1akRI SR CIRCLE WARIER imp Ili COId1LAIX) 811 , 111��' goo t ` Is { r' Val \ ii rt er, �R a- r NE >t SECTIDN21 TO ' UP 11`), RANGE 07W til6 a SlCTI J 24. TOWNS:IP iN &NICE 07W .SWY; SECTION 24, TO11WN5•HIP 1N, RANGE 5TWW PLSS CALLOAJTS ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 17009-D4-1371 I STA 307+94 SEE DETAIL 174OB.DD•1365 LOCATION CLASS DEPTH OF COVER MIN 4 rEET PROFILE 5100 5100 �■■� ■ 5000 � 5000 �]♦� GROUND — — — — — PIPELINE VERTICAL DATUM: NAVDBB 4934 - -- - 4900 4003 4900 4700 4700 :°is04 282+00 264+00 758+00 265i0o .;.•too 292100 294.00 00 X4.00 300+00 302+00 :3ft4+f,+0 30x88.00 SWIM 311.00 31, 00 3114+90 31, QQ 31,-+Gh r,'. 0(0 PRE17-007 45' aR SEG Hop x'"3 7°' r1 t�ri, County Rued 23 3R SEG , 73.5" 30 S1E13 ELL 22 3.3R SEG ELL HOC)• ❑"icn ELL ELL ..00" ELL ELL - 311• ck 34Sk43 ELL ELL y 26,7.58 :307.53 i K4 3 t53 L•SOfr 12•560"ti ifi 2iY' a D % Q 44fr° WI . API -6L, 20- V. D. x D.5oir 11'It.T„ API4L. PSL:..X-6S wd17-114 MILS FRE PLUS 24-da MKS ARC} 2d' 0 D x 0 4061' WT , API -SL, a0' Cb.b. fr. a4 vs' ₹ l -3L, fP5L2', x 4.i aAl2-14 MILS FOE PLUS 2#-3t} MILS AsFCO 3D O Q x0.4{NEi Wy T , gR1,S1;, PSL2, X-65 w112-14 MILS FEE PSL2, X-65 w/12-14 MILS FBE PSL2, X-65 w112-14 MILS FBE OSTATIONING REFERENCE DRAWINGS —� �+ �hy r SERVICES, al 5� Ya�t+MJe LLC. 1 IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LW ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WJTHOUTLIABILITY ON THE PART OF ZION ENGINEERING, LW OR DISCOVERY 061 SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN BE 3 ALL PO SIB OE FOR ON ANGLES A APPROXIMATE TYTE PROPERLY RESPONSIBLE VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SESMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT S11 OR Boo -922-1987, AT LEAST 72 HOURS BEFORE DIGGING BOARDWALK SWEET 16 20M STA. ALIGNMENT PIPELINE GAS ��O+�I� PIPELINE PROJECT TO SHEET ��I� - PHASE AFE#-GTH002 + L�L� II i DISCOVERY { ZION ENGINEERING 9104E Maplewood Ave , Suite 100 Greenwood Village, CO 80111 303.243-3050 LLC 1T065 -A•1317 20' NATURAL f3� PJpELiNESTA. 320+QpT0380+1OQ 17Qp�A•1315 27 NATURAL GAS pjpELU1E 61A1 i40+OQT429b+00 tiop8-A•13e 24' NATURAL GAS AND ASSOCIATED PIPELLNES ALIGNMENT SHEET INDEX A ISSUED WITH PERMIT APPLICAT ON I !TIN CC ALS %125A17 $CAIE AS SHOWN OWING Kt 1700E-41316 A DRAWING ND DESCRIPTION I No , DESCRIPTION BY CNKD APPO 6ATE _ RIGHT-OF-WAY STEIBER GEORGE W FAMILY $� 146924000017 0• 11 3 Rods lilt 'I Roc No : T$D QUARTER CIRCLE S QUARTER CIRCLE LAND I 146824400020 189 4 Rods il Reo No : TED STEIBER GEORGE W FAMILY M1: 146924400017 m 37 9 Rods A. Res No TED QUARTER CIRCLE SQUART-ER CIRCLE LAND G 146924400028 c 3 8 Rods No Na _ TOD HORIZONTAL DATUM: NAD83 c� COGINATE $VSTEMA: COLORADO STATE PLANE NORTH ZONE (US FEET) c r z d H w EL GEND 'l j PROPOSED ^ PIPELINE CL — — PERMANENT ROW II +' \ — — ROW TEMPORARY y 'ale \ 1 ` SECTION LINE f• �, ` I a PROPERTY LINE r+ I... iu -- - FOREIGN PIPELINE 9 III }, �. STEIBER GEORGE W FAMILY y \ fl/ I FENCE ` I ` + ll - i ACCESS ROAD h\ e---- 1 1 I r' e STEIBER GEORGE W FAMILY SI PI yc ''• + r- — 040D PIPELINE STATION ` _ — —� e �� — _ is — r 14 _ � . ..ki OVERHEAD POWER a - /.. �� _ _ �� 117 • IL �� LINE d0 y 3i0 _ _ _� `� r A•�3+i85T l - � - r 3Y� - ` r SIN ju �` fi FIBEROPTIC No - 8 -'- F ,� 5 j _ CT ` - _ - 1` YEN r - i y 1+►# WATER t r 1 N 1' ..t �I1t+ :� �--• WORK 2 \ TEMPORARY - : _tea _._ ::�:�..< 1///07 _____.— x � II / SPACE — `-�� -` L9 I �., !' _ . r �� r -at+� ' WETLAND ��' �� i11 .. r 1 II ' -- I` .4 1116.` 6 COLORADO ONE -CALL DIAL 811 OR 8M -€rig -1967 FOR ALL LOCATE REQUESTS ADA<�ARFS�3 E$P ONSHORE ` 146023400026 I ` 1 II '", 'I t 4 QUARTER CIRCLES QUARTER CIRCLE L�INb 1-4--- 8D BRIGHTON DITCH ty I 1 ( 1 I I TLAND WIAVYE 1Q I +� 1 i ( - �� t�� Roc No : 2789223 QUARTER CIRCLE S G�U�4RTER CIRCLE LAND i l�L)I�.}1�'1�-�()I - • I CITY OF AURORA 60' EXCLUSIVE UTILITY EASEMENT t A ,. 4 }� ` ` f�, •y I 811I1 • Rao Na : 3495384 & 3547713 \ k4" + ti r 73+ 0 LACY tf + h- '' loon wWlf'i MIdW 1 } y I ein �� 4 - Gall-9EfbAr Yin DID I li { \ ,.. fit _:. PLSSGALLOUTS SWY4 SECTION 24. TOWNSHIP 1N, PANGS 0FW SE,YZ SECTION 24,, TOWNSHIP 1N, RANGE 67W TLA N -D MIMEO'S ENVIRONMENTAL I ROW & DITCH DETAIL SEE DETAli,17OV$-X-1 STA322+76 SEE DETAIL1700D-cD-13$7 LOCATION CLASS MIN 4 FEET DEPTH QF COVER PROFILE i 5 100 5100 5004 5004 GROUND r- a 4 900 - — — — - PIPELINE 4$04 �II —� • 4900- 4800 - 4700 VERTICAL DATUM: NAVD98 400 SW OD V7:4 PO x24+00 "376480 MOO 330,00 3I e. +00 334t0D x3.400 338(400 340404 342+1X6 344•I DO 2454-DO NO 350,00 3,Sx•-00 4.00 3"56.04 35111+4G 364.46 MATERIAL L22.S' 3 % SEG ELL 22.5' 3RI sec ELL ELL • ELI. LL r•ng Sa1:gg _-q I $604311 SEG ELL NOD - ": SSe G41Cn6 22.5' 3F1 SERB ELL ' 3N LES ELL 2 S343.67 j 45' 3Ik SEG ELL 'K�►a SR 86G ELL �5riw53 8O` 3P SSG ELL ELL • 324.13L ELL ELL ELL ELL ELL : 1347*30 3 22*F8 338+93 351.62 1 L a6&7" - ..•- 1• C P'RE17-007 201'0 D K 0 406' W.T , API -5L, 20r O.D. wIL&00'W.T.. A PI.BL PSL2. X-6.5 wi 12-I1 MILS FBE PLUS 2440 MILS ARO m C D x Q 4- W T., A -5L, Fes. 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W40 TO400+d044).ZION . 17006.46316 20' NATURAL GAS PIPELINE STA. 28040 TO 320+0 17008•A•1306 20• NATURAL GAS AND ASSOCIATED P1PELWES ALIOHMENTSHEET'INDEX A ISSUEDWITH PERM j1APPLICATION 4TW CC ALS 05/2Z117 $ID4 E. Maplewood Ave , Suite 100 Greenwood Village, CO 80111 303.243-3050 SCALE AS SHOWN I DRAWN ND: 17008 -AA 317 Rv A DRAWING NO DESCRIPTION Na DESCRIPTION BY CHKD .APPVD DATE a 0 N G ti' tO E 6 w ILn A 0 i a c E c rn t uti c�R a U a 7 Lei .5 a a v t a es 4.1 0 0 ti E F C, LI a 0 RIC�T{f (7F -WAY QUARTER CIRCLE 3 QUARTER CIRCLE LAND MARTIN MARIETTA MATERIALS INC RITTENHOUSE SUZANNE oC 146924400028 147110301914 145BRods D68Rods Roc No no to Rec. Na: Teo HORIZONTAL DATUM: NADB3 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE IUS FEET) ONINOLLVJS LEGEND ALIGNMENT (SCALE AS SHOWN) + / �1f' �y� &TEIBER GEORGE W FAMILY f "� . �r s r s � ~ J -- N.``� r - 5 1 111 PROPOSED PIPELINE CL — PERMANENT ROW1s1 TEMPORARY ROW . J .� A~ti—+. MATERIALS 1 1�'[j , MARTIN MART 7 Ik INC. RITTENHOUSE SUZANNE — �" q, r -I 441 — — _ - - p' p I 4 SECTION LINE PROPERTY UNE .-�'- �. -* a �.+.+ \ r -r' -17i} r,�Y f`h. sH tia'.* q h 1. � L � __.--- ......--- it � � IG '> Z . A �+'i �'a „ KERR-MCGEE GATHERING LLC `.. ti. �` s —. V. '� P FOREIGN PIPELINE ' ! ri " ,CyN _ ... >r ----a-- Jam.. .ter �' , ' k- ti#1 M - '4 'Il'. u'' 'ti F 46 R O W. `. - - Oifa _ atiatriree� Rao No :3511057 ti'*, • . ,' ``'_ +t`'. 4�`' N. I� ` �,.. �' Y. FENCE — E ea ACCESS ROAD • Pi 0+0D PIPELINE STATION OVERHEAD POWER '+S� . C , `x /ry Sys � L I r"' p■■Lfe1��,pti a `•`'ti yh } II II WETLAND W1AWED10 ti ti*t '� ��h1I •4 p ,� �r SP 42 L@ri'r_ f �_`�•-:---„...:...- — - "'`- q EXISTING - WETLAND •-" : r T UNKNOWN .� Q PIPELINE WIANUE911• _ t, .eli e "� I � ' +�' ' r 14 WIDE DEDICATION AS LINE ----FF7- FIBEROPTIC^�'„'� — w WATER b 11 \ IM * �#f� ti:. � + ' PARTS OF A PUBLIC HIGHWAY p f �7-��, �4 � r Re0 No : 3123700 j f / TEMPORARY WORK f / SPACE L QUARTER CIRCLE S 4U'QRTER CIRCLE LAND*+►'�! r�#* I -1s .er WE ILAND' \ } \ 0 2db 44D i I,I \ \ i 4 1 itter'—i 1 f f y / If - ,.. .....,- Et. �f COLORADO ONE -CALL DIAL 611 OR 800-922-1987�p�`/� FOR ALL LOCATE REQUESTS L:O1 \I.) a > .. c 811j,,I\ MOW wf. 1 I 'r 5 8E1 Ql( Chit Chit 6EPU1ETDU DIE i� J PL89 CALLOUTS SE 3'c SECTION 24. 1''NNStIP 111, IRPAIG1 A7W SON Xi SECTION 19, TOWNSHIP 1N. RANGE 66W ENVIRONMENTAL WETLAND WIAW\E010 WETLAND W1AINEO10 I WWETLANO W1AWWEO14 WETLAND W1AWED11 WEILAN wtAYNtt91Q ROW a DITCH DETAJL SEE DETAIL 17O06 -DD -1367 1 STA 322+76 SEE DETAIL 17008 -OD -1366 LOCATION CLASS DEPTH OF COVER MIM. 4 FEET GROUND PROFILE 5000 WOOD r r 4900 - 4900 -- - -- PIPELINE VERTICAL DATUM NAVDOO 4800 4840 I f - 4700 4740 - - 4600 4600 380+00 362400 'S4+CD 356000 388,44 370,30 372400 374*00 37'5400 378.00 3QOF00 3112'00 38.4+30 310.00 31443 Mse0 #4:•{IO 30440 344.40 3@9.03 40G•00 - - PRE17-007 MATERIAL 45. 3R SEG ELL 16' 3R SEG ELL 45' 3R SEG ELL k46' 30 SEG ELL ELL 't9G' 3R SEG ELL 4i DD Iyy4R0 R11 NIA! 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LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE AUGNMENT SHEETS THE INFORMATION SHowN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LSO FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN I 3 ALL POINTSOF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 511 OR 800-022u19B7 AT LFAST 72 HOURS BEFORE DIGGING BOARDWALK SWEET PIPELINE 16 20" ALIGNMENT STA. GAS 360400 PROJECT PIPELINE AFE#-GTH002 SHEET TO 400+00 - PHASE II ZION ENGINEERING, LLC 8104 E Maplewood Ave , Suite 100 Greenwood Village, CO 80111 303-243050 17003-A-1319 20'NATUR+SLGAS PIPEUWESTA.400PDO TO 40+00 1700S -A-1317 29'NATtIRAL04S %PEUNE STA 32O+D0 T(}361f+49 SCALE AS SHOWN MAWS NO: 17OO8-A-1318 A 1TD0$-A-1306 23-NAT,MtQASAND ASSOCIATED PIPELINES .&U NMENTSFEET INDEX A ISSUEDWITH PERMIT APPLICATION FIN CC ALS DEI25/17 DRAWING NO DESCRIPTION No DESCRIPTION BY CII}W MIND DATE Cs v E Cl E C, a= Cr Cfl r) 0 Er r: ) c G r VI C E C Cr x - a a a a fl +r. c ° ° MARTIN MARIETTA MATERIALS INC RITTENHOUSE SUZANNE o GREEN RIVER CONCRETE HAULING, INC. N' WELD COUNTY r- 147110'340414 4- 147119000010 ea, T8D 67 9 Rods r 52 4 Rods 9 2 Rads r.0 •Rao No:TBD ° Rep No: TED " Roc No:TBD '° WINCHESTER CHARLES E -147119006079 88 2 Rods Rec No: TED MARTIN MARIETTA MATERIALS INC RITTENHOUSE SUZANNE a 147119000000RIGHT-OF-WAY 24 7 Rods Rec No TBD HORIZONTAL DATUM: NAD83 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE )U$ FEET) STATIONING LEC.EN J ALIGNMENT (SCALE AS SHOWN) •.4 / fir r r r !« �� ii ! WELD COUNTY / �.� �� 30' PUBLIC R C1 V;'. PROPOSED PIPEUNE CL PERMANENT ROWLi — — TEMPORARY ROW ,,,� MARTIN �`` L4 . '� '+. ^: , t " j r "�+ `�.'�� ! P - MAR+IE4A l \ + \ * 1;+s. i. `�,+ , ti \� ' fltl MATERIALS INC RITTENHOUSE SUZANNE \ � y 5 l \ =` \ s . 4 % 42 - "�..F+► �-. 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'` y, MK 1234, PG 556) rd 4"1 ' TEMPORARY WOW fff SPACE/ a .. �+,I IN /1 / I' / / a 4 / NEW VISION INVESTMENTS LLC �_ f,f ## J f 147119400017 w 11 /1/ • ` _ S''a fx �^r. r . `�f� WETLAND D.f ONE•CALL DIAL 411 OR 000-022-1$87 FOR ALL LOCATE REQUESTS "+ COLORADO DEPARTMENTf `�.'r _�`' p �„- r f PARTS OF A PUBLIC HIGHWA10' WIDE DEDICATION Y "" I Roe No : 2787049 z.1 '`' OF HIGHWAYS / / I .' �• � ✓,�4 •�-..-. r it f . (Rao N4 : 1192554 I BK 1.104, PC, 2$5 f BROMLEY MINERAL HOLQINUSI L / '� +Y /COLORADO f!! 147110000082 / / VESTAS BLADES AMERICA 21C'' 147124302001 / / `^ti-.4`� / / / / I/ RAILROAD LINE f / ``. /1 / V � •- , � r_ CO I.C)n.,e\ DO 11 811 ANOW WNAT'5 yin Siren - efld11 IMP pi;- F �� - / / / ! 1 re pr 1_ PLSS CALLOUTS I SE Y. SECTION it). TOAINSHN1 tit RANGE fl6W SWOP}'. SE:CTICX4 14, TOWNSHIP 1N. RANGE 88W Er1VIIR4Z*P 1 E FI TAL ROW &DITCH DETAIL SEE DETAIL 17068 -DD -1386 STA 411+45 SEE DETAIL 17008 -DD -1367 1 STA 421*37 SEE DETAIL 17008 -DO -138S LOCATION CLASS DEPTH OF COVER { MtN.. i FEET -•-'-^- GROUND ----- PIPELINE VERTICAL DATUM: NAVD88 - 5060 5000 a ' a. 4900 a r r► a� - x844 4800 I IIINIMINI 4760 - ‘ I �� I �i 1 • i 4604 4600 4001,00 0+rrgq 4Q4iQO 408480 406+00 410400 412tCe 411tCD 416100 416.00 4284-08 422'-00 424+04 429'00 421.00 f 433440 434-00 430'OO 431.10 .4ai.0O PREI I -OOH' MATERIAL Etl 48' 3R SEG ELL 435.423 . -„ ' Wnlwla*r1l - 1111921,15- 135 'id i2₹. lfnlarwwn Railroad NCO I i1D 9141' 3F1r SECT ELL '30' 3R SC€. ELL 405+ti ELL `411eta ELL He7D45' . 62"OFtf2 3A SEC ELL CLL 9{!' 3Ft $t6. ELL ELL +Q0 „118.75 4 777 05.17 --,..-- L 450- Le 5S'5 - L4-07' 40 1 2U' O 0 x 0 6' W T , API -5L, 26' 0.D. x0.5010° W.I., API -M.. PSL2. X -65 11f 12.14 PAILS FBE PLUS 24-39 MILS AR4 21{X' 0 D x 4 406.1 WGMT-T . API -5L. 2D' OLD, x 9VC T, API-O•L. 4112. M-6'aw+13-1?4 ,NILE FBE PLUS 2'4 •SD MILS ARCS 27 010 x0 dOr WV T „ ARI.5L, Oa CFO. A !0,500' WY.T . API.5L. PS1.2, X•65 wa2.14 mks rut PLUS 24-14 MILS AR 4 ‘ PS12 X-65 w112-14 MILS FBE PSL2, X-65 w112-14 MILS FBE PSL2, X-65 w(12.14 MILS FBE NOTES: REFERENCE DRAWINGS DISCOVERY fSCO Li t Y DJ SERVICES. L. j. (d' 1 I STATIONING IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVER? 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I �— PROPOSED PIPELINE CL PERMANENT ROW — — TEMPORARY ROW I I I I HUNT BROTHERS PROPERTIES INC BRANNAN SAND AND GRAVEL COMPANY LLC BRANNAN SAND AND GRAVELCP61F�4sJ1° LLC 1 I SECTION LINE PROPERTY LINE FOREIGN PIPELINE 1 iiACCESS CITY AND COUNTY OF BIENVt 147119400002 WY ACC TYOF DENVER o 1-0T1!'W 1 p 11 i I r ''� i ;,. EXISTING XCEL ' PIPELINE EXISTING SUNCOR PIPELINE _ ~ 5 an 4 itstia� 5 a Ii i j $ I 9 . FENCE ROAD • PI Q+O(j PIPELINE STATION OVERHEAD POWER � 1 d , ,�" � I 1 I � �r l � � � _: , — I LINE f� FIBEROPTIG �� I 'r� � r - �/ ffft ' -x_— 1 1 r �r -� .'� '�- _- ' _ _ t— �, n -I s �� =fir '� -- - ., _ �{ j- v 1 it -x- am �_ F } � Jul j �s x_ {y s� - ` -i -� .�� r��. - P — P ��.�_ �� :. 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SECTION 70, TOWNSHIP IN, RANGE BOW SEA SECTION :D, TOWNSHIP IN, RANGE 66W ENVIRONMENTAL ROW & DITCH DETAIL BEE DETAIL 17000 -DD -1 356 STA 44646 SEE DETAIL 1700.8430-1 384) - I STA 473+30 SEE DETAIL 170QB-DD•1369 I STA 4T8t69 SEE DETAIL treed -00438.1' LOCATION CLASS DEPTH OF COVER MIN 4 FEET GROUND PROFILE 5100 5100 �� 1 _ _ 5000 5000 ----- PIPELINE VERTICAL DATUM: NAYDSS —°- - 4000 4900 - - 1 � 4800 4800 4700 4700 I cc 442-42 414*00 t^44 44140!0 46O+QG 46:24-80 i + e5340 EA 'OO 460000 467•p0 +'QO .:;,flU MINX 470+ODD 4n4eo 474+'OU 476.00 474>-80 480.00 PRE17-007 MATERIAL _ H®S7 GU fT gJnlu o r n Railroad ,22,Ss.33R.SEG ELL 22:5' 31R SEG ELL 3R SEG ELL 1 2.t SA EG ELL Ell 446+ES ELI` ELL I4 EU. f 43'0- r �FT+T+3 `�..�- +$uT -s 7rra 1 Ls1076' t (2060.C. tt O,5OG` W. T.. API -SL. PSL2. 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LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCTTHE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800-922-1887, AT LEAST 72 HOURS BEFORE DIGGING BOARDWALK PIPELINE SWEET 16 20" GAS ALIGNMENT STA. 0+� PIPELINE PROJECT SHEET TO� AFE#-GTH002 +�� • PHASE II - ZION ENGINEERING; L L+ 8109E Maplewood Ave .6ulte100 Greenwood Village, Co 80111 303.243.3060 I 17806-Ar1321 I 2o' NATURAL GAS P1PELwesTA.41}0+0QTQ 501+9Fr 17808-#1319 20' NATURAL GAS PIPELINE STA. 400+00 TO 410+00 17005-A.1306 2A'NATURAL GAS MO ASSOCIATED PIPELINES ALIGNMENT SFEETINDEX A ISSUED WIN PPWI7APPLICATION JIW CC ALS 05125,17 SCALE AS SHOWN MIMING NO: 17005-A-1320 REV A DRAWING NO DESCRIPTION Nio DESCRIPTION BY CHRO WPM DATE U y w 4 a a i a sn is n ift m fc a 0 N_ elD G C O O 5 O t RIGHT -4F -WAY o Z SCHARA RICHARD J LIVING TRUST OPATRIL JOELLA. 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S ATIONING IS BASED O i HCII IZONTAL DI6TANGES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THEE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SCt3MENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE-CA1_L AT 011 OR SOD -922-1907, AT LEAST 72 HOURS BEFORE DIGGING DISC 6 VERY BOARDWALK SWEET 16 PIPELINE 20" GAS PIPELINE PROJECT AFE#-GTH002 - PHASE II STA, ALIGNMENT 480+00 SHEET TO 501+95 ZION ENGINEERING LLC P 8100 E Maplewood Awe , Suits 144 Greenwood Village, GO 84111 303-2434050 - - 110084.1320 20` NATURAL GAS PIPELINE STA. 416+OOTO 490+00 1709&A•1S05 20' NATURAL GAS AND ASSOCIATED PIPELINES ALIGNMENT SHEET INDEX A ISSUED WITH PERMITAPPLICATION JTYM CC ALS 05125117 CCIIIIE AS SHOWN (IMMO NO 17008-A-1321 Ftl' A DRAWING NO DESCRIPTION No DESCRIPTION aY CI -IRO APPYO DATE d LITh u1) 41 In M 1s kn 0 I N E 0 E u G -41 _W 4 W 4 M1 U C11 v1 C -) cs n a a -A 4T G E 4✓ S S75 SACK GEORGE A 147121000041 5 Rods Rev No.: TAD C&J SUTTON LLC 147121000032 107 0 Rods Rae No:TBO RIGHT-CF.WAY HORIZONTAL DATUM' NAM COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) O a 2 i- i LEGEND ALIGNMENT (SCALE AS SHOWN) �, , I f . \ r jr r r PROPOSED PIPELINE CL — — PERMANENT ROWa — TEMPORARY ROW .PA f..9 1 • �r tr- Jr ./ji t HOLLANQ ACKVV' 21 i/\' SECTION LINE Ar ` r arr ar. e. l' , r f /� " `� \ II 5 WILLARD JOW4 B 147120400004 1 I. \ .f f 1r~ "# " 1 471 20000 7 r r' - -' 1 - yr �_roet �9, ,�; . • '` 025 �' r I\ \ \ \ Nyyl — .•--"` y '5 -\ \ \\ _,---i-c-\ \ � �y ♦ ftia • ti r w Pi FOREIGN PIPELINE FENCE w.wremew. 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LLC AND DISCOVERY DJ SERVICES, U_C ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED Vy1THOUT LIABILITY ON THE PART OF ZION ENGINEERING. LLC OR 'DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN3 ALL. POINTS OF FORTIONSA BE VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 900-922-1987. AT LEAST 72 HOURS BEFORE DIGGING BOARDWALK HENRY PIPELINE 20" GAS PIPELINE STA. 0+00 PROJECT TO �V'f'�4f - PHASE i I AFE#-TBD 0100E MeplewaorsJsve , Suite 160 Greenwood3.-Village, 14s 3050096111 IMO -A.1324 20" NATURAL OAS PIPELINE ST& 40L09 TO gQ+q4 A ISSUED MTN PERM APPUCAT14N JTW cc ALB 05/25/11 I FIM-A-13UB 2' NATURAL S0.$ AND ASSOCIATED PIPELPVES ALIGNMENT SIFT INDp1 SCALE AS SHOWN I Dwwvio NU 170108-A-1323 R V I A DRAWING ND DESCRIPTION No DESCRIPTION _ B5' C}IKD *PVC' DATE RIGHT-OF-WAY s. a C8J SUTTON LLC 147121004032 � 1B35Rod* ti Rec. No TBD C$J SUTTON LLC 147121000031 0 49ORods i Rec. No.' TBD HORIZONTAL DATUM: NAD93 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) {g z z I._ r►► LEGEND t7 •`` +� J ` r f ' . r' HOLLAND JACK W i / 147121200007 f p / II EXISTING MA PIPELINE } • r / l r / f/ HENRY ROBERT Ml / d J • I �' �. / . !,a4 _ ' STAMM ROBERT L �''' 147116990009 / `„. r` EXISTING / APC . PIPELINE M,N FCRNT RANGE GATHERING S^�, 50' R O W. GRANT ,.'`ti -.. 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NT 1 STATIONING IS BASED ON HOR IZOI'AL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LW OR DISCOVERY DJ SERVICES, LW FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN I TI ANGLES ARE APPROXIMATE 'THE CONTRACTOR SHALL 8E POINTS of INTERSECTION a RESPONSIBLE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE OR VERIFICATION PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 500-922-1987, AT LEAST 72 HOURS BEFORE DIGGING ' BOARDWALK HENRY PIPELINE 20,E GAS PROJECT PIPELINE - PHASE AFE#-TBD II ZION ENGINEERING LLB ALIGNMENT STA. 40+00 SHEET TO 80+00 -- It,1�p,-j3� 2¢' NATURAL GAS pIpELMIEgr�t r30+¢Q Tp 12043 1704&A-132.1 aQ' NATURAL SAS PIP ELA]ESTfk OM T040409 11006.41306 20' NATURAL GAS AND ASSOCIATED PIPELINES ALIGNMENT S#ETINOEX A ISSUEQWITH PERMITAPPLICATION JTW CC ALS 05(25/17 8140E Maplewood Ave , Suite 100 Greenwood Village, CO 90111 303-243:3050 SCALE AS SHOWN DRAT NVG ND; 17008-A-1324 Bet A DRAWING NO DESCRIPTION Na DESCRIPTION BY CHIO WPPVO DATE A 6 L In E c G• as 0 C E Ln EJ C Ln d Lra o+ _a o_ Q ofs Tri 4• rn C&J SUTTON LW 0 147121000031 a Pi 115 d Rods Rao No TBD MATLOCK WILLIAM T cr, 747122GOGO2B 22 2 Rods Rec No : IBC -.. WELD COUNTY TBD 3 B Rads Rec Na,: TBO MASSEY DOUGLAS R iI 147115000013 in +*n 1 4 Rads a Rec No,: Tab ''I OJB FAMILY ENTERPRISE LLLP 147115406001 8o a 1O0 © Rods N Roc No : TBD RIGHT or -WAY HORIZONTAL DATUM: NAD83 COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE (US FEET) fry z O Pr.. re �� 1 STAMM ROBERT L / r 1471180000157 Ai t L. 40 } 'r.^ { lefle!` /%MASSEY DOUGLAS R 1+ ' y F' f/ LEI3Et1D ALIGNMENT 4 SCALE AS SHOWN) PIPELINE CL PERMANENT ROW�' - - - TEMPORARY ROW / iA SECTION LINE LINE /If/ /PROPERTY FOREIGN PIPELINE . {l' ' �' '� � : *`• -�''. :� �� / $ i r ;gb, / �`'�t` FENCE C14LOG ' r r� -_s '' SUTTON � „_ /■ _ _`_�.NS��—�„ UM SIMI IIIMP IIII ACCESS ROAD • PI O+Sa PIPELINE STATION/ OVERHEAD POWERt**�:. Ntb m` d� _— f / / iT-a"� r _ / I i - _ ler---77 Ns.. ti�� / /WETLAND / f / / / / 0 2oo WY -....,1/2OVERHE EXISTING{ +,� .. APO PIPELINE i. iLT '� E SLISTING '+.,� '• * DCP PIPELINE W1AV11E05p -1/2„,_ q` `� •-...,„+. '� tr ' � "~y C&J SUTTON LLC r�� if etf 4I�r 'rte MATLOCK iADER15000014/ '� j I r +.• ASMANU *�`„_. • WILLIAM CPL is 1 ' L f1 di I 1 q ' ` ` A I I I I I +•. I . r� f OFAMILY ENTERPRISE LLLP Oa + ` EXISTING -....,. KMA PIPELINE LINE r,o FIBEROPTIC w WATER ,J TEMPORARY WORK 1`/ SPACE r4f'+ , ' ' WETLAND DIAL FOR COLORADO ALL 811OR9aa-B22-1987 COLORADO only/ Celt ONE CALL LOCATE REQUESTS 811 rT` riykrc fin ow BENNE rCU MG � ti'ti'- PLSS CALLOUTS CIE }s SECTION 21- TOwtochilP 1N. 'AGE OW NW Ya SECTION 22, TOWNSHIP 1N:, RANGE 66W I SSW A SECTION 15, TOWNSHIP 1N, RANGE 68W - ENVIRONMENTAL - WETLAND W AWE05O _ ROWS DITCH DETAIL SEE DETAIL 170x8.DO.1387 LOCATION CLASS DEPTH OF COVER MN 4 FEET GROUND PROFILE l 6100 51011 - 5000 SO40 ■��■.■ ■■�■ ■�� - - - - - PIPELINE VERTICAL DATUM: NAVIBS 4900 4900 4940 41300 4760 4700 00.00 9 00 64 I; 00 ,'JO '215010 02 d0 04.001 DC 00 D.I60>0 100,00 102.00 104+N0 1+ r@0 10-+•00 tit«40 11 OD 111,00 140,00 itR+a0 12.0rOf PREI7-007 4 Ilirr- ELL 4s TR SEA ELL ELL ELL 75 • aR SEG ELL Y5" 3R SEG ELL I ELL ELL "; "!Sg# 81' 15 B4.221 97x03 ' `rNEcel, • l;ot.. 14aid B a3' •45+ DR SEQ ELL 45' 3RSEG ELL 46.3FtSEG ELL Et1JRE i • 90' 214. SEG ELL ELL 11�L't1! 1[13+42 i6° 3R 9E.Q ELL 4flR$EK1 ELL ELi ©L 73.5` 7R £E4 ELL ELL '111+0p 3 $E ELL E -I' ELL itT+ all ELL t-------- --- '101+$8 !:7 118416 1 :85 49 - PI, ..99610I •143«11 `-- Lill 2ii L=335' 1 20' OD x 0 4IXT' YY'T N'k-5l, PSL2, %•S5 rta►'13-14 MILSFS 7U- 0 a T a star wry 1 .59.. 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PLUS 24,30 RAILS /s'RC7 20" t] D x 0 +IOC," W T , API -5L, PSL2, X-65 ve/12-14 MILS FBE , .API PSL2, X.05 w112.14 MILS FBE NOTES: .1 STATIONING IS BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED W TROUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED A THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800.922-1997, AT LEAST Y2 HOURS BEFORE DIGGING REFERENCE DRAWINGS DISCOVERY Di SERVICESICES LLC. r ' BOARDWALK PIPELINE PROJECT - PHASE A HENRY 20" GAS PIPELINE AFE#-TBD ZION ENGINEERING, LLC ALIGNMENT ,?TA. 80+00 SHEET TO 120+00 170813-M328 20' NATURAL OAS PIPELOIE STA. 120+0DTd 189+00 170tf8 k•13Z4 24' N>4Tl1RAJ SAS PIPELWE STIk aO+0070 by+9p 11908-A-1505 20' NATURAL GAS AND ASSOCIATED PIPELINES ALIGNMENT SHEET INDEX A ISSUES WITHPERAl1TAPPLICATION SEW CC ALS 05121/1? 8100E Maplewood Awe , Suite 100 Greenwood Village. CO 8U111 303-243-3050 E AS SHOWN PRwwcwa 17008-A-1325 REv A DRAWING NO DESCRIPTION No DESCRIPTION BY CHKD 1APPVD DATE nr-J 4 ew U) cv E O E L' z 4 O.3 Q C E 4 V r i C r C n +n c E a �• Cel a a a J cc O C h E a U 0 O RIGHT-OF-WAY + OJB FAMILY ENTERPRISE LLLP 147115400001 L fit 7 Rods o Rec No TBD MASSEY DOUGLAS R 147115000013 44 3 Ruda n Rea No TBD BINDER HOWARD EJR 1.17115200002 g: 82 B Rods r Rea No TBD " PLATTE RIVER WATER DEVELOPMENT AUTHORITY 1471 15 1 000 0'4 2 18 5 Rods Rec No TBD BINDER HOWARD E JR o' 147115100003 34 2 Rods R Ran No: TOO HORIZONTAL DATUM: NAD83 COORDINATE SYSTEM: COLORADO STATE PLANE NORTFI ZONE (US FEET) 0, F Oz F °i LEGEND _ N 5, f . F y ti L \ JitaoC .---e- - EXISTING KMA PIPELINE �'�1\ see/ MAS$EY DOUGLAS R ter' ' 10 341 \ 147115000015 ,. ` l ."` � BINDER HOWARD E JR r f' L,� \\ \ i . r5 yt ere PROPOSED PIPELINE DG — — PERMANENT ROW — — TEMPORARY ROW SECTION LINE PROPERTY LINE FOREIGN PIPELINE „od, r �. - " \ r —L FENCE " S8siki\ KMG SD' EASEMENT - \m �__ �"�'+.=._ '`��•�r _` S' a---- ACCESS ROAD PI 0+0D PIPELINE STATION OVERHEAD POWER ' 14 Roc No: 4083265 F�r.�. �- '•,. f"` _ -'• — 'll - MASSEY DOUGLAS R \a' �- •� yet. Y•'4y� f '.f '`{� 1 _ �'fr II\N r f� eatar'_ 'P' e' `'+ `�" r--,. ,r' BINDER HOWARD E JR \ —` JPi / .� {'\L r i PP 4a f ! sy \ y ..PPP 1Y r 3 r +r. _ " . ' J L + +� * ,. � �` � s tea" �. `;S.m' �'" // rs _ ` 4� ;;� ‘AN '�• �+ se's-- 1�, ' ,Pf /' f J pee.. f•f r EXISTING f 20' WATER . r,r'r ' ANADARKO .r„` LINE ''• r r - �` I��`/ f+f' a 1 \ \1 `t 2c?" ' i KERR-MCGEE GATHERING LLC • \ "4� 50 R OW. GRANT r , Rea No: 4147301 i I\ /, Amended Rec No : 4195794 y 4 x14 \ LIME r FI@EROPTIG 4YAfi6F1 r(SCALE AS �- \ ''" sK' 1\SS J f / TEMPORARYWORK SPACE f - £� r�" EXISTING ANADARKO _ N ".�-_ - �. �,�R �' � _�. ---_-_-_-:4c.---"--- 8 OIL LINE �� , PLATTE RIVER WATER 7 '--'k `_ '1 F +!1 #' #r''' WETLAND 1 i DEVELOPMENT AUTHORITY r � lc`a..- er p �— e++.'s ₹ — -I ._ EXISTING ANADARKO 1471151001404 COLORADQ ONE -CALL DIAL 911 OR FOR ALL LOCATE EQUESTS _.-- �_--- Z+YGAS LINE *'�_r �4• a \ eew-free IS\ .+r ta r' �� ii'D 1\.2..... ' OJB FAMILY ENTERPRISE LLLP mr E PLATTE RIVER WATER DEVELOPMENT AUTHORITY 14711544[1002 �t5�,5�Nt� f p L.. 4 ti- fit SIls\N! : '1y+ lc • 4 s • < 81 ,•�•,1. ��7'y'.J� KNOMI WN4T "� SRO WI GILL BEFORE YOU SLIO 1t a �" .- I L l 5L1.: 6 i li L! PLSS CALLOUTS WA).}; SECTION ii5: ICAMIISNIP" 1N RANGE eew %Ns Yd SECTION 15, TQmxSM'1P 1N, coNzE $9W ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 17008 -DD -13$7 I STA 120+78 SEE DETAIL 17008 -DD -1369 LOCATION CLASS DEPTH OF COVER MSJ. 4 FEET +--- - GROUND ----- PIPELINE VERTICAL DATUM: NAVD88 a 5100 5117[1 It � ____ _ _��_�� _ 5004 5000 ■��S � ■ ■ ■ ■_ ■ — 4000 - __ . 4900 4940 4500 iminimiimmiBBBBBBBBBBIBBBBBBBBB�--��-�- 4700 r 47oD �: 1 •00 t -' . aka 101 +GG 9 t3B'•kG t3 i •4b 14D1�00 1 *010 1 *04 140.04 1.03.01) 150.00 1 . 400 664.010 1" • BG 1 •; •41) 1' 4 100 PREI 7-007 g F} $'Zs'-3ASLG ELL 4a' 312SEG ELL ELL "124,51 ELL ';96` E9 ELL 1=1. ,`4'77►0 1Tu.69 -- `-- 1- - _ .- -- —. _ < - '1/422.5? 3R SEG ELL • 91)' 3R SE0 ELL HI0013 aura nnn La�rw1 ..- 22.6 3R G ELL 22^.6' 3R SEG ELL Y2.5 9R SEG ELL 4S' BR SEG ELL man, ' -i 90' 31RSEG ELL ELLELL }x.90 130020 13pl-ill ELL I, ELL li 13#*G�5 ;14240 ELL MRS 6LL 1514+310' 14.7.1+6 --,. ELL 13;4+15 y' I `_ L L I23' I - L=560' 1 20. 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LLC ARE NOT RESPONSIBLE FOR THE BOARDWALK HENRY 20" ALIGNMENT STA, PIPELINE GAS 120+00 PIPELINE PROJECT SHEET TO 160+00 - PHASE AFE#-TSO I I LOCATION OF FOREIGN UTILITIES, REFLECTED ON THESE ALIGNMENT WITHOUT LIABILITY ON THE FOR ANY DAMAGES RESULTING 3 ALL POINTS OF TERSECTION RESPONSIBLE FOR VERIFICATION PIPELINE AND SHALL TRIM 4 THE CONTRACTOR SHALL AT LEAST 72 HOURS BEFORE PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHED PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FROM ERRORS OR OMISSIONS THEREIN ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL 13E OF THE ANGLES NECESSARY to PROPERLY C4NCYF}UCT THE ALL SEGMENTABLE FITTINGS, AS REQUIRED :E RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800-922.1967, DIGGING L ZION ENGINEERING L ` 6100 E Maplewood Ave , Suite 100 Greenwood Village, CO 80111 3D3-243-3090 17UDI}A-1327 20'HATURALGAS PIPELINE STA 160+pp 70208+00 17008-A-1325 20'NATUMALGAS PIPELINE STA BO*DDTO 120+00 17008-A-1306 20'PATIR1ALGAS AND ASSDGLATED PIPELPE$ ALIGNMENT SHEET INDEX A ISSUED WITH PEPINARROCATION JTW CC ALS 46!25+17 St a AS SHOWN MMHG'NO 17008-A-1326 REV; A DRAWING NO DESCRIPTION No DESCRIPTION BY CHKD APPVD DATE c cJ In E a a E L J ca 1.0 ca 41 E r• i n • • a c 0 a g a RIGHT-OF-WAY BINDER LERMA SALVADOR 147114201002 481 Rods Rea Nc: TBD o, r21 # HOWARD E JR 1471151OO1]O3 1761 Rbds Rao No TBD PUBLIC SERVICE CO OF COLORADO G 1471140002Da 1S 2 Rode q Rea No: TBD '" HORIZONTAL DATUM: NAM COORDINATE SYSTEM: COLORADO STATE PLANE NORTH ZONE IUS FEET) t7 a E O u7 NcsPROPOSED _ I Jr"' S.-- .' !� 1 PIPELINE CL — — — PERMANENT i ° e a -- 150 THANSOlr5" 'r a I I1 ii f Racine '41 �:_ _ I ' ROW — TEMPORARY N f BINDER HOWARD E JR d EXISTING f I a I( f a f� ca:a -1 it -O- 18' ELECTRIC c. , TRANSMISSION �t �a I DISTRIBUTION E EN ROW 14MG $O EASEMENT EXISTING ANADARKO �� I g I Rev No 1650708 f CHAVEZ SIGIFREDO SECTION LINE PROPERTY LINE FOREIGN PIPELINE i Rea No : 4083265 �` " a II� + r 147114201944 40 PIPELINES i LERMA V Rr I FETE EXISTINGXCEL� x a PIPELINES a' " �.�+... ACCESS ROAD f PI d+DO PIPELINE STATION POWER1 I _a x II �rr a :FE I ® EXISTING WATER• EXISTING CP +fwy "� I /_ F � x LINE PIPELINE � =�.�- +- 4 I*rte+. + A40' OPTION AGREEMENT � '---r� e FOR PURCHASE OF EASEMENT M1L4TCH i �� A,$3TA 200D0' 1dVER11EAD ta f Q W rte'' r —� �+� •-'^- Q s `mss ' r da �,-`'~� �r y pfLINE I r1PG1, -. _s \ I. I 'i-r --� I; ."�ri..�,rra.—�-„'r r �., ii !' " r�-'+��r��F "' i 1' J Frc FIBEROPTIC — *' WATER U co I ) f ! s sti a�� x /+� I �yr�--��—_„ +` �'-- Li '_ —__ ~ " F ` rr f '� dam. I { TEMPORARY WORK �r,f ",t�+./, s H �....a °•.�,,*""�^�,.a 2 .`r�r�..��.� ��. ° I �--� .. ._.rf J J we. •r, '�• I .J+1 MT_ i+w .4, •rrus'r'-. _, ill' a '' WETLAND f W DICOLORADO CN822 1987 FOR ALL LOCATE REQUESTS I Ij / KERR-MCGEE GATHERING LLC r -� �— EXISTING ANADARKOM� J� 59' R 41hf. GRANT r� d 20" WATER LINE -.- f PLATTE RIVER WATER Re; Na : 4147341 J --•-- 6P I el I f f �j qr Ill/DEVELUPMENT 1 I„ il2O- 1 Is�� '+7a 11" y AUTHORITY EXISTING ANADARKO 1471151[}090-0 6' OIL LINE EXISTINGANADARKO GAS LINEIii I EXISTING KMA PIPELINE 16-341 Amended Rea No : 4185784 + f J fB�NpER I1 J I MOtif1I +a f t EJR ryeL 1E I, a! COLQR I d a f n m 1 F GATHERING LLC S4' R 4 VV. �aRANT 50' RO VV. G IRgb Nb 3851R58 PANHANDLE EASTERN PIPE LINE COMPANY 1251R O GRANT Rev h,4= 1993412 & , COIIL.)KAMC) � >4 811 ", }� DOW wnxr aFsaw G+14 44F0RF VCLI DEC) 1•/ r, SUPPLEMENTAL AGREEMENT � ++li 7 a d I } II } I tr i a p a II J i Rea No 2571142 PLSS CALLOUTS NW Y4 SECTION 15, TOWNSHIP IN. RANGE 660 I NE X. SECTION 1ST T©miNSH1P 1!0, RANGE 660 I — NM Z SECTION 14, TOWNSHIP IN, RANGE BOW ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 17e48 -DD- 365 I STA 1SS.9$ SEE DETAIL I7OO43-DO-t'3.7l^ I ETA W7144 II1FP DETAIL 1700W1-1318 LOCATION CLASS DEPTH OF COVER ,— MIN. 4 FEET GROUND 5200 5240 M=P51OO ,____ —. _ MIME at. 9141] ----- PIPELINE VERTICAL DATUM1 NAVD88 • ■ 5440 ■■ ■■ ■■ ■■�■■�� ■ �� ■ 5000 es ■ ■�■■_ ` 4944 �■�■■■ ■ �---- 4004 4890 - 46CG ionic 162+0A 1d4+04 ifi6.OI) 16&•00 1701100 1724 DO 174+00 1' .+GO 1;t:+00 1004.00 1t2 0,0 MCI Intl 180.09 188„pp; 190«p0 119+90 'Mat►i>) 19$+'p0 100100 inn) PREI 7-007 a wt rat i 1►I Lie GemasY xQ ELL40.7A SECT ELL 11017 ,..._* IELI. 1196 34 do3R BEG ELL EI9 _ 1 ; tai+ Nara` ' 797 •S0 L=6179' 1 20' OD x (1 4OS" W.T , API -5L, PSL2, X-65 w)12-14 MILS FBE 29" �Q-0 k 4 507"'Wij T. l •SL, PSI,7, Y,.ha wt17.1 M MILS FOE pail ?4,94 MILS AR¢ 24 O D x D 405 VII , API -SL, PSL$ }C i5 w112-14 MILS FETE I 1 NOTES: BASED ON HORIZONTAL DISTANCES REFEREI DE DRAWINGS REFERENCEIS D' 6 F DISCOVERY � SERVICES, �� • 2 ZION ENGINEERING, LLC AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THELOCATION BOARDWALK HENRY PIPELINE 20" GAS ALIGNMENT STA.160+00 PROJECT PIPELINE SHEET TO AFE#-TBD 200+00 - PHASE II OF FOREIGN EIC3N UTILITIES, PIPELINES, OR THIOSUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN IS FURNISHEDSC -- WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FOR ANY DAMAGES RESULTING FROM ERRORS OR OMISSIONS THEREIN 3 ALL POINTS (3FORvEIFICAINTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE - - ZION 6100E ENGINEERING Maphrwood Greenwood1 3O3-243-3O,5e Ave , Suite 100 LLC ANGLES RESPONSIBLE FOR VERIFICATION OF THE AN�"alE5 NECESSARY TO PR07RERLY CONSTRUCT THE PROPPROPERLY PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED i �: � ; 90` NftTIJRAJ, 4A.3 pIPEL#NE STfl20fJF44TD 249+75 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 800.922.1987, r t: gp' NATURAL DAs, PIPELINE STfi 120+00T0164+01) AT LEAST 72 HOURS BEFORE DIGGING 11411.84-1344 29"NATURALGAS MO ASSOCIATED PIPELINES AUGMENT SFEETINDEX SCALE AS AS SHOWN I QRpWhGI4C: p 1+}ry 17008a.1327 R2V 1 A ISSUED ?aril PERtArAPPLICATION , ITN CC ALS 0525117 DRAWING NO DESCRIPTION/ -. No DESCRIPTION BY CHIID PPM DATE CLCL N U] SN G1 E C h E t1 4 CO CO Cd F e a, i efi In C- a d 2 cis 6 a L CL CO rTh r- 0 i� RIGHT OF'A+AY '+ LERMA SALVADOR , WELD COUNTY '�° 147114201002 ,� 76b , 400 Rods 3BRods a Roc Na TBD Roo No ISO `" AUSTIN JAMES HENRY 147111300010 4 358 Rode r Reo Na: TBD ALLIANCE INVESTMENT GROUP -FORT LUPTON LLC 147111000009 to 2219Rods RRC No TBD "v. 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PROPERTY LINE FOREIGN PIPELINE FENCE si.► - i�J+\4' . r� 'OILvi/' 'a Ffr T' ' :r �` °� AUSTIN J1�S HENRY \ g ACCESS ROAD Nile%tA ti ` .r ti • LERMA SALVADOR P 4 " - \I } I r r +'. / .`'t ' "re Lee- DISCOVERY DJ SERVICES y'lt Imo' � t~ r _r \ FORT LUPTON GAS PLANT % .- \ ' , s 4 il, eel OF CRLORADO .. ftore W RjJ \ 4 . �a�;i 0+4D PIPELINE STATION OVERHEAD POWER yet.e * 5, , ry LINE F"� r. Sr ,^', `\% 1 p�, `„ 1,. / yy F '� \ i ' ` 1]27 ti y MCP ,,/ ) r f \ \ \ \ \ q ' st4. ;,1 ,ti r: 1+ R \\ ;tpi Oa FIBEROPTIC \ ...--- s \ ' �w q1 r i f .� }y ALLIANCE INVESTMENT .' % k• / ��,, T + GROUP -FORT LUPTON LLC 3, �'r CHAVEZ SIGIFREDO * 147114201004 r''` e- EXISTING PIPELINES \ \ r „re" tcii# ` -- sts \ \IP sot � • 44:44v, 4, f \ >;� -. ----. t� tk t1�� I. TEMPORARY WORK Lr SPACE F+�'# w�#�MI WETLAND DIAL FOR COLORADO ONE -CALL 811 OR 800.822-1087 ALL LOCATE REQUESTS 27\ \\ ti \ �: 1 �A f,. ,�` •rte ° \ + 1 er \ \ „�‘ y r „S 1 A - , Y __. ,- \ \ �.�"` k 4 { \ 14 \ \ . ti / \ y titi• \ 5ti yr, f 811 ti r `\-‘1\\%_ FAWN wnni CAtl aEron - I\ 3 t3tlflW You PIG - = ;5 ��5 \1` t l <, PLSS CAL LOUTS MAIM SECTION 14, Ti7 'aSt iP 1 N, RANGE ww SW?, SECTION 11, TOWNSHIP IN, RANGE $6W ENVIRONMENTAL ROW & DITCH DETAIL SEE DETAIL 17008-D0-1373 STA 213143 SEE DETA3L 1700BL00.1373 LQS;A11ON CLASS DEPTH OF COVER MIN d FEET GROUND PROFILE 5200 5200 I l 5100 �� 5100 ----- PIPELINE VERTICAL DATUM: NAVOD'B �� - ��N� 5000 si 5004 4804 4900 1 11 _41• 1. I. 4004 �� —!� 4800 j! a 600 , + 384.00! 2004,00 20•00 3"115.00 212.001 2t4.OO 21.00 218460 220+00 222r00 224408 ie .-tea 2:28400 230180 237000 234+00 Fi+4C1 2'3&+00 240100 24"7. [}0 744+06 24400(1 2410Oa lAieg 75 PRE 17-007 P Z 'iti' 3R SEG ELL ➢0.3Ft ELL PQ' 3R *,rEQ ELL 1 Oi ELL EDP END OF PIPELINE ELL ELL I 3Ft• ELL ur•as 2ja+ 4 ,`28+18 ELL °2A$•75 3aa+o2 SEE DWG 17946 X?(XX I t. 201' 0 D x 0 406' W.T, API -5L, PSL2, X -55w/12-14 MILS FBE NOTES- REFERENCE DRAWINGS DISC 6 VERY DISCO VLR Y al SERVICES, LLC. I STATIONING 18 BASED ON HORIZONTAL DISTANCES 2 ZION ENGINEERING, LW AND DISCOVERY DJ SERVICES, LLC ARE NOT RESPONSIBLE FOR THE LOCATION OF FOREIGN UTILITIES, PIPELINES, OR THIRD PARTY SUBSURFACE STRUCTURES REFLECTED ON THESE ALIGNMENT SHEETS THE INFORMATION SHOWN HEREIN HEREIFURNISHED WITHOUT LIABILITY ON THE PART OF ZION ENGINEERING, LLC OR DISCOVERY DJ SERVICES, LLC FARLL ANY DAMAGES RESULTING PROE ERRORS AOMISSIONS THEREIN 3 ALL POINTS OF INTERSECTION ANGLES ARE APPROXIMATE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE ANGLES NECESSARY TO PROPERLY CONSTRUCT THE PIPELINE AND SHALL TRIM ALL SEGMENTABLE FITTINGS, AS REQUIRED 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ONE -CALL AT 811 OR 804.922-1987: AT LEAST 72 HOURS BEFORE DIGGING �-� BOARDWALK HENRY 2Q° STA, PIPELINE ALIGNMENT GAS 200+00 PIPELINE PROJECT SHEET To 249+75 AFE#-TBD - PHASE !I - 411,ZION ENGINEERING Lila i 0100 E Maplewood Ave , Suite 100 °tee"W1 2'3- D50 80111 �--� 7TMIO-A4327 20' NATURAL GAS PIPELINE ST4L 169+0074 200+06 17009-M306 20' NATURAL GAS AND ASSOCIATED PIPELINES AUGIMENT BItT Mu( A ISSUED WITH POW' APPLICATION JTW CC ALS 05/25117 xryEs Dear NO: 11V AS SHOWN 17008-A-1328 A DRAWING NO DESCRIPTION No DESCRIPTION BY CHCNDAPPYD DATE upport\CAD\MAP'\SHTS\Di tc h D NOTES: 1 ASSUME 6' DEPTH OF TOPSOIL SCALE va l'-0' SPOIL PILE 1,5 6ESTIMATEC TOPSOIL - - d 05 CU YDS/FT• TOTAL EXCAVATION - - 0 Ea cu YDS/FT REFERENCE DETAIL 9 THIS DRAWING soCO' PERMANENT RIGkra- 11 Y I" 4, TOPSOIL STORAGE - FIELD BERM (AS REVD) I I I I 15"-C" OVERALL CCNSTRUG1TONt IQ4T.OF W"0& DITCH DETAIL 6 - LOOKING UP STATION 3;1r;?" -1,p, DETAIL 6 REFERENCE DRAWINGS REVISIONS NATIVE BACKFILL FROM SPOIL SHADING MATERIAL FROM NATIVE SOIL OR IMPORTED AS REQUIRED 4" PADDING MATERIAL OR SANDBAGS TYP DISC VERY ZION ENGINEERING, LLC DISCOVERY LU SERVICES, LLC. BOARDWALK PIPELINE PROJECT - PHASE Il TYPICAL 50' RIGHT-OF-WAY & DITCH DETAILS DETAIL 6 A ISSUED llil/PERIAIT AFRICA -11N JTW CC I ALS 55/2511? DRAWING NO DESCRIPTION No DESCRIPTION BY CFED APPVD DATE 91O0 E Maplewood Ave , Suite 1(}a Greenwood Village, CO 60111 a0a-243-3050 SCALE AS SHOWN 17008 -DD -1365 A Hello