USE BY SPECIAL REVIEW LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. 1 4 STANDARD NOTES THE OPERATOR, OF THE PROJECT KNOWN AS, THEIR RESPECTIVE SUCCESSORS, HEIRS AND/OR ASSIGNS AGREE TO THE FOLLOWING STREET MAINTENANCE: IT IS MUTUALLY UNDERSTOOD AND AGREED THAT THE DEDICATED ROADWAYS SHOWN ON THIS PLAT/PLAN WILL NOT BE MAINTAINED BY THE COUNTY UNTIL AND UNLESS THE STREETS ARE CONSTRUCTED IN ACCORDANCE WITH THE SUBDIVISION REGULATIONS IN EFFECT AT THE DATE CONSTRUCTION PLANS ARE APPROVED, AND PROVIDED CONSTRUCTION OF SAID ROADWAYS IS STARTED WITHIN ONE YEAR OF THE CONSTRUCTION PLAN APPROVAL. THE OWNERS, DEVELOPERS AND/OR SUBDIVIDERS, THEIR SUCCESSORS AND/OR ASSIGNS IN INTEREST, SHALL BE RESPONSIBLE FOR STREET MAINTENANCE UNTIL SUCH TIME AS THE COUNTY ACCEPTS THE RESPONSIBILITY FOR MAINTENANCE AS STATED ABOVE. DRAINAGE MAINTENANCE: THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL DRAINAGE FACILITIES INSTALLED PURSUANT TO THE SUBDIVISION AGREEMENT. REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO MAINTAINING THE SPECIFIED STORM WATER DETENTION/ RETENTION VOLUMES, MAINTAINING OUTLET STRUCTURES, FLOW RESTRICTION DEVICES AND FACILITIES NEEDED TO CONVEY FLOW TO SAID BASINS. ARAPAHOE COUNTY SHALL HAVE THE RIGHT TO ENTER PROPERTIES TO INSPECT SAID FACILITIES AT ANY TIME. IF THESE FACILITIES ARE NOT PROPERLY MAINTAINED, THE COUNTY MAY PROVIDE NECESSARY MAINTENANCE AND ASSESS THE MAINTENANCE COST TO THE OWNER OF THE PROPERTY. EMERGENCY ACCESS NOTE: EMERGENCY ACCESS IS GRANTED HEREWITH OVER AND ACROSS ALL PAVED AREAS FOR POLICE, FIRE AND EMERGENCY VEHICLES. DRIVES, PARKING AREAS, AND UTILITY EASEMENTS MAINTENANCE: THE OWNERS OF THIS PLAN OR PLAT, THEIR SUCCESSORS, AND/OR ASSIGNS IN INTEREST, THE ADJACENT PROPERTY OWNER(S), HOMEOWNERS ASSOCIATION OR OTHER ENTITY OTHER THAN ARAPAHOE COUNTY, IS RESPONSIBLE FOR MAINTENANCE AND UPKEEP OF ANY AND ALL DRIVES, PARKING AREAS, AND EASEMENTS, I.E.: CROSS-ACCESS EASEMENTS, DRAINAGE EASEMENTS, ETC. PRIVATE STREET MAINTENANCE: IT IS MUTUALLY UNDERSTOOD AND AGREED THAT THE PRIVATE ROADWAYS SHOWN ON THIS PLAT/PLAN ARE NOT IN CONFORMANCE WITH ARAPAHOE COUNTY ROADWAY DESIGN AND CONSTRUCTION STANDARDS AND WILL NOT BE MAINTAINED BY THE COUNTY UNTIL AND UNLESS THE STREETS ARE CONSTRUCTED IN CONFORMANCE WITH THE SUBDIVISION REGULATIONS IN EFFECT AT THE DATE OF THE REQUEST FOR DEDICATION. THE OWNERS, DEVELOPERS, AND/OR SUBDIVIDERS, THEIR SUCCESSORS AND/OR ASSIGNS IN INTEREST, SHALL BE RESPONSIBLE FOR STREET MAINTENANCE UNTIL SUCH TIME AS THE COUNTY ACCEPTS RESPONSIBILITY FOR MAINTENANCE AS STATED ABOVE. DRAINAGE LIABILITY: IT IS THE POLICY OF ARAPAHOE COUNTY THAT IT DOES NOT AND WILL NOT ASSUME LIABILITY FOR THE DRAINAGE FACILITIES DESIGNED AND/OR CERTIFIED BY PSI LLC. ARAPAHOE COUNTY REVIEWS DRAINAGE PLANS PURSUANT TO COLORADO REVISED STATUTES TITLE 0, ARTICLE 8, BUT CANNOT, ON BEHALF OF GUARANTEE THAT FINAL DRAINAGE DESIGN REVIEW WILL ABSOLVE AND/OR THEIR SUCCESSORS AND/OR ASSIGNS OF FUTURE LIABILITY FOR IMPROPER DESIGN. IT IS THE POLICY OF ARAPAHOE COUNTY THAT APPROVAL OF THE FINAL PLAT AND/OR FINAL DEVELOPMENT PLAN DOES NOT IMPLY APPROVAL OF PSI LLC DRAINAGE DESIGN. OF 6 SIGHT TRIANGLE MAINTENANCE: THE OWNERS OF PRIVATE PROPERTY CONTAINING A TRAFFIC SIGHT TRIANGLE ARE PROHIBITED FROM ERECTING OR GROWING ANY OBSTRUCTIONS OVER THREE FEET IN HEIGHT ABOVE THE ELEVATION OF THE LOWEST POINT ON THE CROWN OF THE ADJACENT ROADWAY WITHIN SAID TRIANGLE. PUBLIC IMPROVEMENTS NOTE: AFTER FINAL DEVELOPMENT PLAN/FINAL PLAT APPROVAL, ISSUANCE OF INDIVIDUAL BUILDING PERMITS WILL BE SUBJECT TO THE FOLLOWING STIPULATIONS AND/OR CONDITIONS PRECEDENT, WHICH OWNER AGREES TO IN CONJUNCTION WITH APPROVAL OF THE FINAL DEVELOPMENT PLAN AND/OR FINAL PLAT. SUCH BUILDING PERMITS WILL BE ISSUED ONLY AFTER THE OWNERS GUARANTEE PUBLIC IMPROVEMENTS IN A FORM ACCEPTABLE TO THE BOARD OF COUNTY COMMISSIONERS PURSUANT TO STATE STATUTE. DRAINAGE MASTER PLAN NOTE: THE POLICY OF THE COUNTY REQUIRES THAT ALL NEW DEVELOPMENT AND REDEVELOPMENT SHALL PARTICIPATE IN THE REQUIRED DRAINAGE IMPROVEMENTS AS SET FORTH BELOW: 1. DESIGN AND CONSTRUCT THE LOCAL DRAINAGE SYSTEM AS DEFINED BY THE PHASE III DRAINAGE REPORT AND PLAN.. DESIGN AND CONSTRUCT THE CONNECTION OF THE SUBDIVISION DRAINAGE SYSTEM TO A DRAINAGEWAY OF ESTABLISHED CONVEYANCE CAPACITY SUCH AS A MASTER PLANNED OUTFALL STORM SEWER OR MASTER PLANNED MAJOR DRAINAGEWAY. THE COUNTY WILL REQUIRE THAT THE CONNECTION OF THE MINOR AND MAJOR SYSTEMS PROVIDE CAPACITY TO CONVEY ONLY THOSE FLOWS (INCLUDING OFFSITE FLOWS) LEAVING THE SPECIFIC DEVELOPMENT SITE. TO MINIMIZE OVERALL CAPITAL COSTS, THE COUNTY ENCOURAGES ADJACENT DEVELOPMENTS TO JOIN IN DESIGNING AND CONSTRUCTING CONNECTION SYSTEMS. ALSO, THE COUNTY MAY CHOOSE TO PARTICIPATE WITH A DEVELOPER IN THE DESIGN AND CONSTRUCTION OF THE CONNECTION SYSTEM.. EQUITABLE PARTICIPATION IN THE DESIGN AND CONSTRUCTION OF THE MAJOR DRAINAGEWAY SYSTEM THAT SERVES THE DEVELOPMENT AS DEFINED BY ADOPTED MASTER DRAINAGEWAY PLANS (SECTION.4 OF THE ARAPAHOE COUNTY STORMWATER MANAGEMENT MANUAL) OR AS REQUIRED BY THE COUNTY AND DESIGNATED IN THE PHASE III DRAINAGE REPORT. SPECIFIC NOTES LOCATION MAP SCALE 1"=00' PUBLIC USE EASEMENT ALL PUBLIC USE EASEMENTS SHOWN HEREON BURDEN AND RUN WITH ALL LANDS DESCRIBED IN THIS PLAT TO THE BENEFIT OF ARAPAHOE COUNTY AND ITS ASSIGNS, AND ARE BINDING UPON THE OWNERS AND THEIR RESPECTIVE SUCCESSORS, HEIRS AND ASSIGNS. THE PUBLIC USE EASEMENTS ARE GOVERNED BY THE TERMS AND CONDITIONS OF ARAPAHOE COUNTY'S EASEMENT REGULATIONS AND STANDARDS AND ALL TERMS AND CONDITIONS OF RECORD, IF ANY, AS THOSE REGULATIONS, STANDARDS, TERMS AND CONDITIONS EXIST AT THE TIME OF COUNTY APPROVAL OF THIS DOCUMENT AND AS THEY MAY BE AMENDED FROM TIME TO TIME. S. CO RD / S. MANILLA RD. STREET LIGHTING: ALL LOTS ARE SUBJECT TO AND BOUND BY TARIFFS WHICH ARE NOW AND MAY IN THE FUTURE BE FILED WITH THE PUBLIC UTILITIES COMMISSION OF THE STATE OF COLORADO RELATING TO STREET LIGHTING IN THIS PLAN OR PLAT, TOGETHER WITH RATES, RULES, AND REGULATIONS THEREIN PROVIDED AND SUBJECT TO ALL FUTURE AMENDMENTS AND CHANGES THERETO. THE OWNER OR OWNERS, THEIR SUCCESSORS AND/OR ASSIGNS IN INTEREST, SHALL PAY AS BILLED, A PORTION OF THE COST OF PUBLIC STREET LIGHTING IN THE PLAN OR PLAT ACCORDING TO APPLICABLE E. CO RD 6 / E. 6TH AVE. N. CO RD / N. CAVENAUGH ROAD (NOT CONSTRUCTED) RATES, RULES, AND REGULATIONS, INCLUDING FUTURE AMENDMENTS AND CHANGES ON FILE WITH THE PUBLIC UTILITIES COMMISSION OF THE STATE OF COLORADO. DRAINAGE: ALL DRAINAGE, DETENTION POND AND STORM SEWER EASEMENTS SHOWN HEREON BURDEN AND RUN WITH ALL LANDS DESCRIBED IN THIS PLAT TO THE BENEFIT OF ARAPAHOE COUNTY AND ITS ASSIGNS, AND ARE BINDING UPON THE OWNERS AND THEIR RESPECTIVE SUCCESSORS, HEIRS AND ASSIGNS. THE EASEMENTS ARE GOVERNED BY THE TERMS AND CONDITIONS OF ARAPAHOE COUNTY S STORMWATER AND DRAINAGE REGULATIONS AND STANDARDS AND ALL TERMS AND CONDITIONS OF RECORD, INCLUDING THOSE RECORDED ON JUNE 5, 17, AT RECEPTION NUMBER A7066570, AS THOSE REGULATIONS, STANDARDS, TERMS AND CONDITIONS EXIST AT THE TIME OF COUNTY APPROVAL OF THIS DOCUMENT AND AS THEY MAY BE AMENDED FROM TIME TO TIME. PROJECT DESCRIPTION: CENTERLINE DESCRIPTION FOR A IN ARAPAHOE COUNTY, LOCATED IN THE FOLLOWING SECTIONS; SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF ARAPAHOE, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST ONE-QUARTER CORNER OF SAID SECTION BEING A.5 INCH ALUMINUM CAP MARKED PLS 885, THENCE NORTH 8 '0" WEST A DISTANCE OF 7.78 FEET TO THE POINT OF BEGINNING; THENCE NORTH 8 5'44" EAST A DISTANCE OF 75.88 FEET; THENCE NORTH 00 06'" WEST A DISTANCE OF 174. FEET; THENCE NORTH 00 '08" WEST A DISTANCE OF 650.55 FEET; THENCE NORTH 00 8'4" WEST A DISTANCE OF.7 FEET; THENCE NORTH 75 4'45" WEST A DISTANCE OF 61.5 FEET; THENCE NORTH 8 5'4" WEST A DISTANCE OF 4.86 FEET; THENCE NORTH 00 0'5" WEST A DISTANCE OF 7.4 FEET; THENCE SOUTH 8 46'" WEST A DISTANCE OF 1.56 FEET; THENCE NORTH 01 '1" WEST A DISTANCE OF.77 FEET; THENCE NORTH 08 48'41" EAST A DISTANCE OF 4.7 FEET; THENCE NORTH 01 '1" WEST A DISTANCE OF 71.47 FEET; THENCE NORTH 1 0'5" WEST A DISTANCE OF.17 FEET; THENCE NORTH 0 '08" EAST A DISTANCE OF 1.05 FEET; THENCE NORTH 00 1'01" WEST A DISTANCE OF 047.60 FEET; THENCE NORTH 0 00'00" WEST A DISTANCE OF 4.75 FEET; THENCE NORTH 00 01'1" WEST A DISTANCE OF 754.8 FEET; THENCE NORTH 8 6'" EAST A DISTANCE OF 70. FEET; THENCE NORTH 00 '8" WEST A DISTANCE OF.1 FEET; THENCE NORTH 00 '45" WEST A DISTANCE OF 0.5 FEET; THENCE NORTH 45 '40" WEST A DISTANCE OF 85.0 FEET; THENCE NORTH 00 '45" WEST A DISTANCE OF 604.0 FEET, MORE OR LESS, TO THE NORTH LINE OF SAID SECTION AND THE POINT OF TERMINUS, FROM WHICH THE NORTHWEST CORNER OF SAID SECTION BEING A.5 INCH ALUMINUM CAP MARKED PLS 717 BEARS NORTH 8 6'5" WEST A DISTANCE OF 6.0 FEET. INTERSTATE 70 OWNER DATA: PIN # PROPERTY OWNER 17-00-0-00- HOULIHAN, JOHN J IV 17-00-0-00-184 HOULIHAN, JOHN J IV 17-00-0-00-4 KISSLER, DAVID D, CAMPBELL SHERRY A 17-00-0-00-40 B & D LAND COMPANY LLC 17-00-0-00-54 B & D LAND COMPANY 17-00-0-00-7 KEDDINGTON, BARBARA LAURA, KEDDINGTON, NEIL HOWARD 17-04-1-00-0 FITCH, ROBERT R JR 17-00-0-00-045 B & D LAND COMPANY 600 LLC 17-00-0-00-046 B & D LAND COMPANY 600 LLC ZONING: JURISDICTION ZONING CURRENT LAND USE ARAPAHOE COUNTY A-1 (AGRICULTURAL-1) AGRICULTURAL SETBACKS: FRONT SIDE REAR LIST OF DRAWINGS SHEET DRAWING NO. TITLE 1 EXG0-USR-001 COVER SHEET EXG0-USR-00 ALIGNMENT SHEET STA: 0+00 TO 48+ EXG0-USR-00 ALIGNMENT SHEET STA: 48+ TO 7+ 4 EXG0-USR-004 ALIGNMENT SHEET STA: 7+ TO 1+ 5 EXG0-USR-005 ALIGNMENT SHEET STA: 1+ TO +64 6 EXG0-USR-006 ALIGNMENT SHEET STA: +64 TO 6+ BOARD OF COUNTY COMMISSIONERS APPROVAL: APPROVED BY THE ARAPAHOE COUNTY BOARD OF COUNTY COMMISSIONERS, THIS DAY OF A.D., 0. CHAIR: ATTEST: PLANNING COMMISSION RECOMMENDATION: NOT RECOMMENDED/RECOMMENDED BY THE ARAPAHOE COUNTY PLANNING COMMISSION, THIS DAY OF A.D, 0. CHAIR: CERTIFICATE OF OWNERSHIP: I MATTHEW T. BERGHORN, AS DIRECTOR OF ENGINEERING AND CONSTRUCTION OF HEREBY AFFIRM THAT I AM THE OWNER OR AUTHORIZED AGENT OF ALL INDIVIDUALS HAVING OWNERSHIP INTEREST OR AFFIRMS THAT DICSOVERY DJ SERVICES, LLC HAS BEEN GRANTED APPROPRIATE AND RECORDED EASEMENT INTEREST(S) FOR THE PURPOSES NECESSARY FOR THIS USE BY SPECIAL REVIEW IN THE PROPERTY DESCRIBED HEREIN, KNOWN AS, CASE NO UASI18-00. OWNER OF RECORD OR AUTHORIZED AGENT STATE OF COLORADO} S.S. COUNTY OF } THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF, 0 BY MATTHEW T. BERGHORN, VICE PRESIDENT OF ENGINEERING AND CONSTRUCTION,, AN AUTHORIZED SIGNATORY. BY WITNESS MY HAND AND SEAL NOTARY PUBLIC MY COMMISSION EXPIRES NOTARY I.D. NUMBER NGS BENCHMARK INFO: DESIGNATION: J 55 ID: KK017 ELEV:.57 (NAVD88) APPLICANT / OWNER: 785 WALNUT HILL LN., SUITE 5 DALLAS, TX 750 ENGINEER: PSI LLC 1 S. SIERRA MADRE ST. COLORADO SPRINGS, CO 800 STA. 0+00 TO STA. 6+ PROJECT 1 OF 6 Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8:8: AM
STATION / DESCRIPTION / WORK SPACE SCHEME 566 568 0+00 B.O.L. +7 ENTER BORE + NGL +1 EXIT BORE +76 0 00'00" LEFT APN: 17-00-0-00- REC. NO. D80704 USE BY SPECIAL REVIEW - LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. +07 EDGE OF FIELD ROAD + EDGE OF FIELD ROAD +41 ENTER BORE +84 FENCE LINE + EDGE OF FIELD ROAD 17+ EDGE OF FIELD ROAD 17+61 EXIT BORE 1+70 UTILITY 1+70 SECTION / PROPERTY LINE 0' REC. NO. D80704 48+1 QUARTER LINE 1 OF 6 0' UP TO 4" UTILITY SECTION (N.T.S.) 1. MAY VARY ON EITHER SIDE. EXCAVATED MATERIAL FROM TRENCHES SHALL BE COMPLETION OF.. TRENCHES SHALL HAVE MAX. SIDE SLOPE OF :1 AND PROVIDE S WITH A MIN. OF 4' DEPTH OF 6. UTILITIES TO BE INSTALLED - OIL, GAS, WATER LINE OR ELECTRIC LINE. 5700 570 5704 5706 5708 57 571 57 57 5718 570 57 574 7.00' 576 40.00' 0+00 5+00 57.0' UTILITY APN: 17-00-0-00- NE1/4 SECTION +00 8.0' CENTERLINE OF UTILITY RIGHT NW1/4 SECTION 1.00' POINT OF ACCESS (EXISTING ROAD) +00 FIELD ROAD 10.00' 57 5708 5706 0+00 5704 570 S. CO RD / S. MANILLA RD. 5700 568 566 5+00 564 SECTION LINE 56 1.0' FUTURE R.O.W. MANILLA RD. 560 0+00 5688 5686 60.0' ROAD 18.00' 5+00 SE1/4 SECTION SW1/4 SECTION 57.0' UTILITY 40+00 8.0' CENTERLINE OF UTILITY RIGHT 5686 45+00 MATCHLINE STA. 48+ 567 NE1/4 SECTION 50+00 NW1/4 SECTION '6"-4'0" '0"-'6" MARKER "CAUTION PETROLEUM " OVER.. MARKERS SHALL BE INSTALLED MARKER DETAIL (N.T.S.) 580 570 570 0+00 +00 4+00 6+00 8+00 +00 1+00 +00 +00 18+00 0+00 +00 4+00 6+00 8+00 0+00 +00 4+00 6+00 8+00 40+00 4+00 44+00 46+00 48+00 50+00 HOULIHAN 4" GAS AFE EXG0-EX1 STA. 0+00 TO STA. 48+ PROPOSED 4" GAS Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8:8:7 AM
STATION / DESCRIPTION / WORK SPACE SCHEME 46+00 48+00 50+00 SW1/4 SECTION 567 MATCHLINE STA. 48+ NW1/4 SECTION 50+00 REC. NO. D80704 1.0' FUTURE R.O.W. MANILLA RD. 55+00 567 560 S. CO RD / S. MANILLA RD. 5688 60+00 60.0' ROAD USE BY SPECIAL REVIEW - LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. 5686 57.0' UTILITY 8.0' CENTERLINE OF UTILITY RIGHT 65+00 75' ' ' 7' 67+84 74 56'04" LEFT 68+41 ENTER BORE 68+61 NGL 68+81 EXIT BORE 70+00 UTILITY NE1/4 SECTION 75+00 0' 567 5670 5668.00' 40.00' 05.00' 40.00' 50.00' 5666 5664 80+00 566 5660 5658 5656 5654 565 85+00 0+00 1+86 ENTER BORE +06 KMA +6 EXIT BORE MATCHLINE STA. 7+ +86 QUARTER LINE 4+ 4'48" LEFT 5.0' CENTERLINE OF UTILITY RIGHT SE1/4 SECTION 5+00 N-S CENTERLINE SECTION SW1/4 SECTION 1 '6"-4'0" '0"-'6" OF 6 1. MAY VARY ON EITHER SIDE. EXCAVATED MATERIAL FROM TRENCHES SHALL BE COMPLETION OF.. TRENCHES SHALL HAVE MAX. SIDE SLOPE OF :1 AND PROVIDE S WITH A MIN. OF 4' DEPTH OF 6. UTILITIES TO BE INSTALLED - OIL, GAS, WATER LINE OR ELECTRIC LINE. MARKER "CAUTION PETROLEUM " OVER.. MARKERS SHALL BE INSTALLED MARKER DETAIL (N.T.S.) 0' UP TO 4" UTILITY SECTION (N.T.S.) 580 48+00 50+00 5+00 54+00 56+00 58+00 60+00 6+00 64+00 66+00 68+00 70+00 7+00 74+00 76+00 78+00 80+00 8+00 84+00 86+00 88+00 0+00 +00 4+00 6+00 8+00 STA. 48+ TO STA. 7+ PROJECT OF 6 Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8:8:41 AM
5660 5658 5656 STATION / DESCRIPTION / WORK SPACE SCHEME +00 4+00 6+00 8+00 REC. NO. D80704 USE BY SPECIAL REVIEW - LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. UTILITY OWNER: KISSLER DAVID AND CAMPBELL SHERRY A APN: 17-00-0-00-4 0' OWNER: KISSLER DAVID AND CAMPBELL SHERRY A APN: 17-00-0-00-4 ' +5 0' REC. NO. D806 +65 ' 11+80 + 8 '0" RIGHT +8 ENTER BORE +5 SECTION / PROPERTY LINE +54 NUSTAR +65 OVERHEAD POWER / PROPERTY LINE +8 KMA 10+08 EXIT BORE 10+77 8 5'1" LEFT 10+8 ENTER BORE 11+48 KMA 11+48 SECTION LINE 11+60 EDGE OF FIELD ROAD 11+68 EDGE OF FIELD ROAD 11+7 FENCE LINE 11+80 PROPERTY LINE 1+18 EXIT BORE 1+ 8 0'18" RIGHT LLC APN: 17-00-0-00-40 1+66 00'00" RIGHT 15+ 00'00" LEFT + BEGIN HDD 18+0 DCP 18+54 CIG 18+74 CIG 1+54 MAGELLAN +4 FENCE LINE +8 EDGE OF FIELD ROAD + EDGE OF FIELD ROAD +1 EDGE OF FIELD ROAD +41 EDGE OF FIELD ROAD 1+5 END HDD +8 0'" LEFT APN: 17-00-0-00-54 18+4 00'00" RIGHT 86' 86' ' 17' 64' 0' ' 1 OF 6 0' UP TO 4" UTILITY SECTION (N.T.S.) 1. MAY VARY ON EITHER SIDE. EXCAVATED MATERIAL FROM TRENCHES SHALL BE COMPLETION OF.. TRENCHES SHALL HAVE MAX. SIDE SLOPE OF :1 AND PROVIDE S WITH A MIN. OF 4' DEPTH OF 6. UTILITIES TO BE INSTALLED - OIL, GAS, WATER LINE OR ELECTRIC LINE. 10+00 566 1+00 15+00 56 '6"-4'0" MARKER "CAUTION PETROLEUM " NE1/4 SECTION 5654 565 MATCHLINE STA. 7+ NW1/4 SECTION 0+00 5654 5+00 565 5.0' CENTERLINE OF UTILITY RIGHT 1+00 LLC APN: 17-00-0-00-40 564 SW1/4 SECTION 568 566 564 56 1.00' 80.00' 0.00' 10.00' 474.00' 560.00' 681.00' 560 568 +00 +00 FIELD ROAD & 0+00 APN: 17-00-0-00-54 SE1/4 SECTION MATCHLINE STA. 1+ '0"-'6" OVER.. MARKERS SHALL BE INSTALLED MARKER DETAIL (N.T.S.) 580 DEPTH OF COVER 6' MIN. (HDD) 6+00 8+00 0+00 +00 4+00 6+00 8+00 1+00 +00 1+00 6+00 8+00 10+00 1+00 14+00 +00 18+00 +00 1+00 +00 +00 18+00 0+00 STA. 7+ TO STA. 1+ PROJECT Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8:8:56 AM
STATION / DESCRIPTION / WORK SPACE SCHEME 18+00 0+00 MATCHLINE STA. 1+ 1+5 BEGIN HDD 0+00 568 560 56 564 566 568 + EDGE OF FIELD ROAD 4+6 PROPERTY LINE 4+5 EDGE OF FIELD ROAD SE1/4 SECTION SW1/4 SECTION 5+00 FIELD ROAD & 5+1 EDGE OF FIELD ROAD 6+0 EDGE OF FIELD ROAD 6+ COLORADO NATURAL GAS 7+5 QUARTER / PROPERTY LINE APN: 17-00-0-00-54 8+7 END HDD 8+7 FENCE LINE APN: 17-00-0-00-54 0+00 568 566 USE BY SPECIAL REVIEW - LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. 5+00 564 56 6+55 ENTER BORE 6+88 EDGE OF FIELD ROAD 7+0 EDGE OF FIELD ROAD 7+ EDGE OF FIELD ROAD 7+4 EDGE OF FIELD ROAD 7+75 EXIT BORE FIELD ROAD 560 0+00 0.0' UTILITY 568 0+56 ' 1' 0+56 FENCE / PROPERTY LINE NE1/4 SECTION NW1/4 SECTION 55.0' CENTERLINE OF UTILITY RIGHT 8' OWNER: KEDDINGTON BARBARA L. & NEIL H. APN: 17-00-0-00-7 666' 0' 5+00 666' OWNER: KEDDINGTON BARBARA L. & NEIL H. APN: 17-00-0-00-7 60' ROAD N. CO RD / N. CAVANAUGH RD. 7' 65' REC. NO. D80 170+00 175+00 E. CO RD 6 / E. 6TH AVE. REC. NO. D808 180+00 E. 6TH AVE., FIELD ROAD & 18' 185+00 1' 5' ' 5.' UTILITY ' +00 6.' CENTERLINE OF UTILITY RIGHT 0' 0.00' 0.00' ###.##' 78.00' 10.00' 5.00' 687.00'.00' 10.00' 865.00' 170+5 8 46'5" LEFT 171+8 8 58'" RIGHT / BEGIN HDD 17+ FENCE LINE 17+7 EDGE OF DRIVEWAY 17+50 EDGE OF DRIVEWAY POINT OF ACCESS (EXISTING ROAD) 175+41 175+ E. 6TH AVE. R.O.W. 175+1 OVERHEAD POWER LINE 175+1 EDGE OF E. 6TH AVE. 175+41 SECTION / PROPERTY LINE 175+45 CENTER OF E. 6TH AVE. 175+5 18" CULVERT 175+5 EDGE OF E. 6TH AVE. 175+71 E. 6TH AVE. R.O.W. 176+7 CONOCO 4 OWNER: FITCH ROBERT R. JR. APN: 17-04-1-00-0 177+70 EDGE OF FIELD ROAD 177+40 EDGE OF FIELD ROAD 178+ EDGE OF FIELD ROAD 178+7 EDGE OF FIELD ROAD 178+87 END HDD 181+5 17+44 8 7'5" RIGHT 181+1 ENTER BORE 181+5 OVERHEAD POWER LINE 181+48 EDGE OF FIELD ROAD 181+5 SECTION / PROPERTY LINE 181+67 EDGE OF FIELD ROAD 18+ ENTERPRISE 18+ EXIT BORE 18+ 0 00'00" LEFT OWNER: FITCH ROBERT R. JR. APN: 17-04-1-00-0 SE1/4 SECTION 4 APN: 17-00-0-00-045 SW1/4 SECTION FIELD ROAD & APN: 17-00-0-00-045 MATCHLINE STA. +64 +00 568 560 1 '6"-4'0" '0"-'6" OF 6 1. MAY VARY ON EITHER SIDE. EXCAVATED MATERIAL FROM TRENCHES SHALL BE COMPLETION OF.. TRENCHES SHALL HAVE MAX. SIDE SLOPE OF :1 AND PROVIDE S WITH A MIN. OF 4' DEPTH OF 6. UTILITIES TO BE INSTALLED - OIL, GAS, WATER LINE OR ELECTRIC LINE. MARKER "CAUTION PETROLEUM " OVER.. MARKERS SHALL BE INSTALLED MARKER DETAIL (N.T.S.) 0' UP TO 4" UTILITY SECTION (N.T.S.) 580 DEPTH OF COVER 6' MIN. (HDD) DEPTH OF COVER 6' MIN. (HDD) REFER TO SITE SPECIFIC HLHN-HDD- - / /18 0+00 +00 4+00 6+00 8+00 0+00 +00 4+00 6+00 8+00 0+00 +00 4+00 6+00 8+00 170+00 17+00 174+00 176+00 178+00 180+00 18+00 184+00 186+00 188+00 +00 1+00 STA. 1+ TO STA. +64 PROJECT 5 OF 6 Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8:: AM
STATION / DESCRIPTION / WORK SPACE SCHEME 188+00 +00 1+00 APN: 17-00-0-00-045 SE1/4 SECTION 4 560 USE BY SPECIAL REVIEW - LOCATED IN SECTIONS, 4,,, &, TOWNSHIP 4 SOUTH RANGE 64 WEST OF THE 6TH P.M. 04+85 05+44 QUARTER LINE 560 5604 56 5606 0' APN: 17-00-0-00-046 NE1/4 SECTION 4 60' 6' 185' 56 ' 4+85 44 5'55" LEFT EQUATION STATION 4+87 AHEAD 5+71 BACK 5+70 44 5'55" RIGHT 5606 5604 560 8+ BEGIN HDD 558 556 71.0' UTILITY 554 0+56 0+56 INTERSTATE 70 R.O.W. 0+61 FENCE LINE 0+1 SECTION LINE INTERSTATE 70 1+48 EDGE OF EB INTERSTATE 70 1+67 CENTER OF EB INTERSTATE 70 1+86 EDGE OF EB INTERSTATE 70 55 +7 EDGE OF WB INTERSTATE 70 +57 CENTER OF WB INTERSTATE 70 +76 EDGE OF WB INTERSTATE 70 +56 00' +56 INTERSTATE 70 R.O.W. +60 FENCE LINE 550 OWNER: ELEVATION MIDSTREAM LLC APN: 181700000 5+ END HDD 6+ E.O.L. SE1/4 SECTION T0S R64W 6TH PM 1 '6"-4'0" OF 6 MARKER "CAUTION PETROLEUM " 0' UP TO 4" UTILITY SECTION (N.T.S.) 1. MAY VARY ON EITHER SIDE. EXCAVATED MATERIAL FROM TRENCHES SHALL BE COMPLETION OF.. TRENCHES SHALL HAVE MAX. SIDE SLOPE OF :1 AND PROVIDE S WITH A MIN. OF 4' DEPTH OF 6. UTILITIES TO BE INSTALLED - OIL, GAS, WATER LINE OR ELECTRIC LINE. 185+00.' UTILITY +00 MATCHLINE STA. +64 6.' CENTERLINE OF UTILITY RIGHT +00 568 APN: 17-00-0-00-045 SW1/4 SECTION 00+00 60' ROAD 6.' CENTERLINE OF UTILITY RIGHT N. CO RD / N. CAVANAUGH RD. (NOT CONSTRUCTED) 05+00.' UTILITY 56 788.00' 5606 +00 5604 560 558 556 554 +00 APN: 17-00-0-00-046 55 NW1/4 SECTION 550 5588 0+00 5586 5+00 EQUATION STATION 4+87 AHEAD 5+71 BACK 5+00 6.0' CENTERLINE OF UTILITY RIGHT 0+00 ARAPAHOE COUNTY REF: 1 INTERSTATE 70 640.00' ADAMS COUNTY EB INTERSTATE 70 WB INTERSTATE 70 78.00' 5584 5588 5+00 5586 OWNER: ELEVATION MIDSTREAM LLC APN: 181700000 SW1/4 SECTION 4 T0S R64W 6TH PM 558 '0"-'6" OVER.. MARKERS SHALL BE INSTALLED MARKER DETAIL (N.T.S.) 580 REFER TO CDOT HLHN-HDD-001-08//18 CDOT PERMIT NO. 884 +00 1+00 +00 +00 18+00 00+00 0+00 04+00 06+00 08+00 +00 1+00 +00 +00 18+00 0+00 +00 4+00 6+00 8+00 0+00 +00 4+00 6+00 8+00 STA. +64 TO STA. 6+ PROJECT 6 OF 6 Z:\Acklam Jobs\018\Discovery\180005 Houlihan\Pipeline\Drawings\EXG0-EX1_HOULIHAN_USR_REV_0.dwg, //018 8::6 AM