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Home My WebLink About20192498.tiffEXHIBIT INVENTORY CONTROL SHEET CASE PCSC19-0005 - HUNT BROTHERS PROPERTIES, INC. Exhibit Submitted B F Respondent Description WCR 6 Revised Schedule, Engineers Cost Estimate, Roadway Improvement Plant Surrounding Property G. Owner (SPO) Images of Property H. SPO Images of Property I. Kim Ogle PowerPoint Presentation J. Respondent Images of Site as of 6/30/2019 K. Mary Maxwell Lighting Images L. M. N. O. P. Q. R. S. T. U. V. W. 2019-2498 Weld County Road 6 Widening Fri 6/28/19 Draft (pending approved p • ns D Task Mode 1 in S 6 7 OP er 8 9 s 10 az 11 r 12 �. 16 /r 17 -: 18 4.. 19 gr. 20 IIP:. 21 er+ 22 or. 23 o. 24 �y 25 �. Task Name WCR 6 Widening Surveying Duration 60 days 1 day Erosion Control 2 days Roadway work 33 days Clear and grub 2 days Reset Waterline 10 days Embankment 4 days Reset pipe 1 day Reconditioning 2 days 12.5" Agg Base 2 days Bottom Lift HMI2 days Mill 2" 1 day Top Lift HMA 2 days Shoulder 1 day Guardrail 4 days Payment 2 days Marking Bull Canal 16 days extension Bull canal 0 days shutoff Structural 1 day excavation Over ex and 1 day compact cl 1 fill Form and pour 7 days extension Concrete cure 5 days Structure 1 day backfill Transition tie 1 day into exisitn concrete ditch Frico starts irrigation 0 days 26 fie. Project Complete 0 days Start Mon 9/2/19 Mon 9/2/19 Tue 9/3/19 Mon 9/2/19 Mon 9/2/19 Wed 9/4/19 Finish Fri 11/22/19 Mon 9/2/19 Wed 9/4/19 2 Wed 10/16/3 Tue 9/3/19 Tue 9/17/19 5 Predecessors Wed 9/18/19 Mon 9/23/196 Tue 9/24/19 Tue 9/24/19 7 Wed 9/25/19Thu 9/26/19 8,6 Fri 9/27/19 Mon 9/30/199 Tue 10/1/19 Wed 10/2/1910 Thu 10/3/19 Thu 10/3/19 11 Fri 10/4/19 Mon 10/7/1912 Tue 10/8/19 Tue 10/8/19 13 Wed 10/9/19 Mon 10/14/114 Tue Wed 10/15/19 10/16/19 Fri 11/1/19 Fri 11/22/19 Fri 11/1/19 Fri 11/1/19 Fri 11/1/19 Fri 11/1/19 18 Mon 14,15 Mon 19 11/4/19 11/4/19 Tue 11/5/19 Wed 20 11/13/19 Thu 11/14/1( Wed 11/20/121 Thu Thu 22 11/21/19 11/21/19 Fri 11/22/19 Fri 11/22/19 23 Fri 11/22/19 Fri 11/22/19 24 Fri 11/22/19 Fri 11/22/19 23,24,25 ug11.'19 Aug it.'19 Aug 2S'19 Sep 1,'19 Sep 8•'19 Sep1S.'19 Sep 22.'19 Sep29.'19 Oct 6.'19 Oct It'19 Oct20.'19 Oct 27,'19 Nov3.'19 Nov 10.'19 Nov 17.'19 Nov 24.'19 Dec 1,'19 Dec8.'19 Dec 15."9 Del. 21.. Dec 29.• M.TW_TFSSM.TWTF.SSM.TWTF.5S.M.TWTFSSMTWTFS.SMTW:TFSSMTWTFSSM.TWTFSS.M.TWTF.SS.M.TWTF,SSM.T.WTF.5SMTWTFS.SMTWT.F5_SMTW.T.FSS.M.TWTFS.SM.TWTFSSMTWTFSSM.TWTFSS.M.TWTF.5SMTWTFSS.MTW WCR 6 Widening I Surveying Erosion Control 'r Roadway work Clear and grub Reset Waterline * Embankment + Reset pipe 1 Reconditioning * 12.5" Agg Base * Bottom Lift HMA + .. MIN 2" ~'. Top Lift HMA Shoulder * , Guardrail 'r Payment Marking wr Bull Canal extension I 11/1 Structural excavation Over ex and compact cl 1 fill'' Form and pour extension 'r Concrete cure Structure backfill •' Transition tie into exisitn concrete ditch Frico starts irrigation 4' Project Complete e Page 1 PARAGON ENGINEERING CONSULTANTS, INC. March 01,2019 RE: Weld County Improvements and Road Maintenance Agreement Exhibit A-1 Off -Site Improvements Costs of Construction WORK ITEM QUANTITY UNIT UNIT COST ESTIMATED COST Clear and Grub Milling Embankment Reset 18" RCP Erosion Control Blanket Erosion Control Aggergate Base HMA GR S HMA GR Sx (PG64-28) Survey Mobilization Pavement Marking (Epoxy) Pavement Marking (Temp) Thermoplastic Traffic Control Reset Waterline/Fire hydrant Subtotal 8,819 7,115 3,800 100 6,432 1 3,785 1,220 1,254 1 1 40 20 300 1 1 SY SY CY LF SY LS TN TN TN LS LS GAL GAL SF LS LS $1.48 $2.02 $9.27 $23.53 $2.90 $9,565.00 $17.68 $53.74 $71.32 $5,000.00 $7,474.19 $100.00 $75.00 $13.00 $25,749.08 $72,520.00 $13,052.12 $14, 372.30 $35, 226.00 $2, 353.00 $18, 652.80 $9, 565.00 $66,918.80 $65, 562.80 $89,435.28 $5, 000.00 $7,474.19 $4, 000.00 $1,500.00 $3,900.00 $25,749.08 $72,520.00 $435,281.37 SUBTOTAL CONSTRUCTION I CONTINGENCIES @ 15.0% TOTAL $435,281.37 $65,292.21 $500,573.58 OPINIONS OF PROBABLE COST (COST ESTIMATES). Any opinions of probable project cost or probable construction cost provided by Paragon Engineering Consultants, Inc. (Paragon) are made on the basis of information available to Paragon and on the basis of Paragons experience and qualifications, and represents its judgment as an experienced and qualified professional engineer. However, since Paragon has no control over the cost of labor, materials, equipment or services furnished by others, or over the contractor(s) methods of determining prices, or over competitive bidding or market conditions, Paragon does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost Paragon prepares. Todd Cartwright, PE, LEED AP Colorado Registered Professional Engineer No. 33365 Senior Project Manager Paragon Engineering Consultants, Inc. '852 .South Flail Silva Sulu! 106 Littleton. ( 'O 80120 (30 3) -94-8604 PTV (303) 795-3072 WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 GENERAL CONSTRUCTION NOTES LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, AND THE SOUTHWEST 1/4 OF SECTION 24 TOWNSHIP 1 NORTH RANGE 68 WEST OF THE 6TH P M COUNTY OF WELD. STATE OF COLORADO 1 ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA FOR THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS, THE LATEST REVISION TO ALL APPLICABLE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE LATEST REVISION OF COOT M & S STANDARDS PLANS WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED WELD COUNTY PERSONNEL 2 FIELD SAMPLING AND TESTING OF MATERIALS ON CONSTRUCTION PROJECTS SHALL USE THE LATEST CDOT FIELD MATERIALS MANUAL 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCAT ION PROTECTION AND CARE OF ALL EXISTING AREA UTILITIES. WHETHER SHOWN ON THESE PLANS OR NOT 4 ANY CONSTRUCTION DEBRIS OR TRACKING OF MUD IN THE PUBLIC RIGHT OF .WAY RESULTING FROM THIS DEVELOPMENT NALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR UPON WRITTEN NOTICE BY WELD COUNTY FAILURE TO REMOVE THE MUD OR DEBRIS BY THE CONTRACTOR WTHIN 48 HOURS SHALL CAUSE WELD COUNTY TO RED TAG THE DEVELOPMENT 5 THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING. SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS THE DUTY OF THE COUNTY TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON. OR NEAR THE CONSTRUCTION STE 6 THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (1.800-922.1987) FOR THE LOCATION OF UNDERGROUND GAS. ELECTRIC. TELEPHONE. CABLE. WATER AND SANITARY UTILITIES AT LEAST 46 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY SAID CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY AUTHORIZED WELD COUNTY PERSONNEL 8 THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERTINENT PERMITS INCLUDING RIGHT OF WAY PERMIT AND SWAP PERMIT FROM WELD COUNTY. COLORADO 9 THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS THAT CONFIRM TO THE MUTCD A MINIMUM Of 2 WEEKS PRIOR TO AFFECTING T RAFFIC FOR COUNTY REVIEW SUBMIT PLANS TO AMY JOSEPH PERMITTING! INSPECT ION COORDINATOR WELD COUNTY COLORADO PUBt IC WORKS FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES DEFINITIONS A FACILITY OWNER FRCO 8 PROPERTY OWNER ASPHAL T SPECIALITIES C CONTRACTOR ASPHALT SPECIALITIES 0 ENGINEER PARAGON ENGINEERING 2 ALL IRRIGATION AND CANAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN REVIEW MANUAL LATEST EDITION. EXCEPT AS SPECIFICALLY MODIFIED BY THESE PROJECT DRAWINGS 3 CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD FRICO HARMLESS FROM ANY AND ALL LIABILITY REAL AND ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE GROSS NEG. 'GE NCE OF F RICO 4 F RICO AND ITSAGE NTS 014 CONSUL TAN TS DO NOT WARRANT OR GUARANTEE THE ADEQUACY OF DESIGNS REVIEWED AND APPROVED BY FRICO FRCOS REVIEW OF PROJECT REPORTS PLANS AND SPECIE.ICAT TONS IS FOR THE SOLE BENEFIT Of F RICO TO DETERMINE IF PROJECT DETAILS CONE ORM /0 FRICO DESIGN GUIDELINES. WHICH ARE NECESSARY TO REASONABLY ASSURE THAT PROJECTS DO NOT ADVERSELY AFFECT THE FACILITIES OR OPERATIONS OF FRICO 5 CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH FRICO REPRESENTATIVE AND IIWELD COUNTY AT LEAST 72 HOURS PRIOR TO START OF CONSTRUCTION THOSE IN ATTENDANCE SHALL INCLUDE OWNER S REPRESENTATIVE ENGINEER CONTRACTOR AND OTHER AFFECTED AGENCIES CONSTRUCTION PLANS WILL BE DISTRIBUI ED AT THE PRECONSTRUCTVN MEETING 6 TECHNICAL APPROVAL BY FRCO Of THE DESIGN OF THE IMPROVEMENTS SPECIFIED HEREIN SHALL NOT CONSTITUTE AUTHORIZATION TO BEGIN WORK AN EASEMENT OR LICENSE AGREEMENT APPROVED TEMPORARY ACCESS AND CONSTRUCTION PERMT (INCLUDING SCHEDULE THAT INCLUDES THE DAY MONTH AND YEAR WHEN WORK IS ALLOWED). AND WRITTEN NOTICE TO PROCEED FROM FRICO3 GENERAL MANAGER ARE ALSO REOLARED PRIOR TO COMMENCING CONSTRUCTION AC MIT ES FOLLOWING THE APPROVAL OF THE DESIGN PLANS AND EASEMENT OR LICENSE AGREEMENT AND PRIOR TO THE PRE.CONSTRUC TON MEETING IT WILL SE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT A CONSTRUCTION SCHEDULE TO FRICO FOR REVIEW AND APPROVAL FRED S APPROVAL Of THE CONSTRUCTION SCHEDULE IS IN FRCO S SOLE DISCRETION AND FRCO MAY REFUSE TO APPROVE A SCHEDULE 6 IT MAY IMPACT THE CANAL S OPERATIONS OR FRICO 9ABILITY TO MAINTAIN OR ACCESS ;TS FACILITIES 7 CONTRACTOR SHALL RESTRICT CONSTRUCT ION ACTM TY TO AREAS DEE INED AS PERMANENT ANDIOR TEMPORARY CONSTRUCTION EASEMENTS UNLESS OTHERWISE AUTHORIZED BY FRICO AND PROPERTY OWNER CONTRACTOR SHALL BE REWPONSIBL F FOR MAINTAINING CONTINUOUS ACCESS FOR FRICO PERSONNEL AND EQUIPMENT ALONG THE LENGTH OF THE EXISTING CANAL THROUGHOUT THE COURSE OF THE PROJECT 9 ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY FRICO F RICO RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO STANDARDS AND SPECIFICATIONS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO FRICO FOR ENGINEERING REVIEW AND APPROVAL PRIOR TO INSTALLATION OF MATERIALS OR F ACII IT TES FOR WHICH SHOP DRAWINGS ARE CREATED '0 CONTRACTOR SHALL VERIFY ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND WORK REQUIRED M THE FIELD ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FRICO REPRESENTATIVE PRIOR TO START OF CONSTRUCTION IT LS THE ENGDEER S RE SPOILUML TY TO RESOLVE CONSTRUCTION PROBLEMS WITH FRICO DIRE TO CHANGED CONDITIONS ENCOUNTERED BY CONTRACTOR DURING THE PROGRESS Of ANY PORTION OF THE PROPOSED WORK IF IN THE SOLE OPINION OF FRICO PROPOSED ALTERATIONS TO THE APPROVED CONSTRUCTION PLANS ITA/OLVES SIGNIFICANT CHANGES TO THE OARACTER OF THE WORK. OR TO THE F uTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS ENGINEER SHALL BE RESPONSIBLE FOR SABM TYING REVISED PLANS TO FRCO FOR REVIEW ANC) APPROVAL PRIOR TO ANY FUR I HER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK 17 GROUNDWATER ENCOUNTERED DURING CONSTRUCTION SHALL NOT BE RELEASED TO I RICO S CANAL OR OTHER FACIL ITIES WITHOUT WRIT TEN APPROVAL F ROM THE FRICO GENERAL MANAGER 13 ALL CONCRETE USED FOR THE PROJECT SHALL CONFORM TOAD 350 THE CONTRACTOR SHALL SUPPLY FRICO %MIN N SHOP DRAWINGS AN() SP E elf ACA I IONS I OR ALL PRE • FABRICATED CONCRE It S I RUL. I URES TO INSURE CONFORMANCE TO ACI 350 14 WHERE THE EXISTING SIDES OR 801 TOM OF THE CANAL ARE DIS TURING AND ARE TO BE REPLACED. THE TOP TWO FEET OF BACKFILL MATERIAL SHALL BE CLAY CONTAINING AT LEAST 40 PERCENT BY DRY WEIGHT PASSING THE 1200 SIEVE (F INES) AND APLASTICITY INDEX OF 15 OR GREATER AS AN ALTERNATIVE, THE EXISTING MATERIAL CAN BE MIXED WITH TWO PERCENT POWDERED DRY BENTONITE (BY DRY WEIGHT) PROVIDED THE EXISTING SOILS CONTAIN AT LEAST 25 PERCENT FINES THE MATERIALS UPON COMPACTION SHALL HAVE A PERMEABILITY LESS THAN OR EQUAL TO 1X106 CMBEC AS DE TERMINED BY ASTM D 5064 15 THE CHANNEL CLAY LINING SHALL BE COMPACTED TO90%OF THE MODIFIED PROCTOR (ASTM D1557) AND WITwN 7% TO •2% OF THE OPTIMUM MOISTURE CONTENT FILL SHALL BE RACED IN THIN LIFTS WITH MAXIMUM LOOSE L IF THICKNESS OF 12 INCHES PLACEMENT ON DITCH SLOPES MAY REQUIRE OVERBUILDING AND CUTTING BACK TO OBTAIN THE REQUIRED COMPACTION 16 ALL PROPOSED MATERIAL TYPES TO BE USED AS BEDDING CLAY LINING AND (MCKF ILL SHALL BE SUBM TTED TO FRCO FOR APPROVAL PRIOR TO PLACEMENT MATERIALS GRAIN SIZE ANALYSIS (ASTM 0422) AT TERBERG LIMITS (ASTM 04316) AND MOISTURE DENS TY RELATIONSHIP TESTS LAS TM 01557) SHALL BE COMPLETED AS A MINIMUM ON EACH SOIL TYPE OR AT A RATE OF 300 CY OF MATERIAL PLACED WHICHEVER 15 GREATER '6 COMPACTION OF BCDOING CLAY LINING AND ALL TYPES Of BACKFIL L SHALL BE TESTED AT A RATE OF AT LEAST FOLK TESTS PER 1 000 SQUARE FEET OF FILL MATERIAL PER THIS FREQUENCY MAY BE ALTERED BY THE ENGINEER OR FRICO REPRESENTATIVE DEPENDING ON THE PROJECT THE METHODS BY WHICH THE CONTRACTOR IS USING TO OBTAIN COMPACTION OR IF CIRCUMSTANCES WARRANT ADDITIONAL TESTING THE TESTING SHALL BE AT VARIOUS DEPTHS AND LOCATIONS THE ENGINEER OR AN OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REQUEST ADDITIONAL TESTS AND DETERMINE THE LOCATION Of TESTING THE TESTING MAY BE COMPLETED EITHER BY SAND CONE DENSITY TEST TARTS 01556) OR BY THE NUCLEAR GAUGE (ASEM D6936) MET PDX TEST RESULTS SHALL BE SUBMITTED 10 FRKLO S REPRESENTATIVE WITHIN 24 HOURS OF THE TEST OR ON THE NEXT WORKING DAY. '9 ON STEEP SIDE SLOPES FILL MATERIALS. WHETHER CLAY LINING OR SUBGRADE SOILS MAY BE REQUIRED TO BE PLACED IN HORIZONTAL LIFTS ALONG THE SLOPE TO ACHIEVE THE REQUIRED COMPACTION THIS ME THOD WILL CREATE AN OVERBUILT SECTION THAT WILL BE CUT BACK TO FORM THE DESIGN SLOPE 20 CONTRACTOR SHALL MAINTAIN SHE F ENCE AND OTHER EROSION AND SEDIMENT CONTROL BMPS ON A DAILY BASIS AND SHALL PREVENT DEBRIS FROM ENTERING INTO THE CANAL THE CONTACC TOR WALL BE RESPONSIBLE FOR DAILY CLEANING OF DEBRIS THAT ENTERS THE CANAL IF BMPS FAIL 71 UNLESS ANOTHER SPECIFIC MAINTENANCE AGREEMENT IS IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUNCTIONING OF f ACILI TY IMPROVEMENTS FOR A MINIMUM Of TWO YEARS FROM THE DATE Of SUBSTANTIAL COMPLETION+ CONSTRUCT ION ACCEPTANCE OF THE IMPROVEMEN TS BY f RICO ANY FAIL LARE DURING THIS PERIOD Of GUARANTEE SMALL BE REMEDIED BY CONTRACTOR TO THE SATISFACTION OF F RICO AT CONTRACTOR S EXPENSE 77 AS BUII T DOCUMENTS ARE TO SE SUPPLIED TO F RICO PRIOR TO SUBSTANTIAL COMPLETION /CONSTRuC TON ACCEPTANCE OF THE IMPROVEMENTS RECORD DOCUMENTS SHALL BE SUBMITTED ELECTRONICALLY IN BOTH PDF ANDAUTOCAD FORMAT PRIOR TO FRICO ACCEPTANCE AS BUILT DRAWINGS SHALL BE SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER 23 INSTALL MARKER POSTS AT FRICO 9 ROW LIMITS ON BOTH SIDE OF THE CANAL. TO DESIGNATE THE LOCATION OF ANY UNDERGROUND UTILITIES 17 ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES ANY EXISTING F RICO ACCESS ROAD THAT IS DISTURBED DURING THE CONSTRUCTION PROCESS MUST BE RESTORED IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN CRITERIASECTION 4 3 ROADWAY IMPROVEMENT PLANS VICINITY MAP SCALE r=2000 BASS OF BEARING THE NORTH LINE OF SECTION 25 TOVWSHHIP I NORTH RANGE 68 WEST BETWEEN A FOUND MONUMENT AT THE NORTH QUARTER CORNER A T ALUMINUM CAP IN A RANGE BOXED STAMPED 13LS 23500 (W125405908 E =3153551 06) AND A FOUND MONUMENT AT THE NORTHEAST A 2 117 ALUMINUM CAP IN A RANGE BOX STAMPED RS 24305` (N=1254075.05 E:3156093.46) ASSUMED TO BEAR $69'43'2TE A DISTANCE OF 2834.95' BENCHMARK NOS PID 0H6an SURVEY CAP ON STEEL ROD IN CONC MONUMENT LOCATED SOUTH SIDE OF CO RD 8. 0 15 MILES EAST OF INTERSTATE 25, 225 FT SOUTH OF A 5 CONC WALK AND 1 5 FT EAST OF A St ORM WATER MANHOLE ON THE SOUTH CURBLINE OF WCR 8 ELEV NAVD1988:516665 OWNER/DEVELOPER ASPHALT SPECIALTIES INC 10100 DALLAS STREET HENDERSON COLORADO 60640 CONTACT DAN HUNT PHONE 303 209 8556 ENGINEER PARAGON ENGINEERING CONSULTANTS INC 7652 SOUTH ELATI STREET SUITE 101 LITTLETON. COLORADO 60120 CONTACT TOOOCARTVWRIGHT PE I'A-ONE 303.794-0604 SURVEYOR RED ROCK LAND SURVEYS, LI.C 7865 W ONTARIO PLACE LITTLETON COLORADO 60128 CONTACT JOHN KRATZ RS PHONE 303 984 6300 IRRIGATION DITCH COMPANY FARMERS RESIVOIR AND IRRIGAT ION COMPANY (FRICO) 80 SOUTH 27TH AVENUE BRIGHTON COLORADO 80601 CONTACT DAN HUNT PHONE 303-069-7373 SHEET INDEX SHEET NO S-.EET TITLE 1 COVER SHEET 2 TYPICAL CROSS SECTIONS 3 DEMOLITION PLAN 4 SITE AND STRIPING PLAN 5 WCR 6 Pt AN AND PROFILE 6 WCR 6 PLAN AND PROFILE 7 VWCR 6 CROSS SECTIONS 8 NCR 6 CROSS SECTIONS 9 NCR 6 CROSS SECTIONS '0 ACCESS DRIVE PLAN AND PROFILE BULL DITCH PLAN AND PROFILE 12 BULL DITCH CANAL DETAILS 13 GRADING. EROSION AND SEDIMENT CONTROL PLAN 14 TRAFFIC CONTROL. RAN 15 SIGN AND STRIPING DETAIL SHEET 16 PHASE I PLAN 1 7 PHASE II PLAN 18 PHASE III PLAN %,S l t ALt a " T n•t1- 'afloat ` 11 YSCir" lW.•-Ri. ' itWA ♦ Cy II lJ --• AFK 1 • 1044 •.M��_ IN1kRL%ITYIICAI. CROSS MAW'% I• ULTIMAIL tYt%AL t.19.1S3'itC'tllk. Aa•Ir• la r ■...1..4 A♦ PS. w.•r•• • Was N4.•d• w Ilywd h NA► sea. 1r 1 • I!♦ r✓.r .•.•• r Sores of as •1.�1FY� I104AI cal Aosta 6r .a.= all 4,4•Ye..•Si 4r•r- a LY. Palma I um tip• NSW • • N • F•Iwr.• r •I r • Aar.. A.w•apr row. w S. l.w•N ell was .w w- S pis •• Sews Ih.I•Il.11S APS NOT TO IC SL r .F t •••••••• Yob 11 IN1ERSL4.T Wl! t•.w Iw — I..•• .rrr WAY •r .n wf1Sbfl g4r1 •ty. yt sagas.. M Oa YIPS UV* Pala. WELD COLNTY I'8LIL' WURIl% DE►AIIIMPNT URBAN IITELECLI.)K .Ivaa_AW.ita._J Ihil'U.MJ I. I•rr 1'IYww. WELD C'RINTY IMJNEERING & CIFNSTRIRTI(NI GRIT ERIA Know what's below. Call before you dig. ENGINEERS CERTIFICATION I.I RE BY CERTIFY THAT THESE ROADWAY IMPROVEMENT PLANS FON WELD COUNTY ROAD wt RE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION TODD CARTWRIGHT, PE COLORADO REGISTERED PROFESSIONAL ENGINEER NO 33365 7 3 4 5 REVISIONS WELD CO COMMENTS 01/05/2018 WELD CO COMMENTS 0372772018 REVISE ACCESS LOCA't9672018 \�I PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET. SUITE 101 LITTLETON. CO 80120 303-794-8604 NO IMPROVEMENTS N. OF G / G7317Z018 6 WELD CO. COMINF TS 01/11/2019 7 WELD CO COMMNETS 8 WELD CO COMMENTS 9 WELD CO COMMENTS '0 WIE(7 co COMMA N'S ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 0 211 21201 9 04,04/2019 0500/2019 DESIGN 0&12/2019 DRAWN COVER SHEET TAC JAW DATE 67787019 PROJECT NO SCALE NIA 17014 SHEET 1 Ell MICOLOSI El I GRAVE. 17 EL 17 LEFT LANETTURN LAZE EAST'. ORGAN° EASING ASRALT EC 1 MOULDER 1 GRAVEL EXISTING TYPICAL ROAD CROSSING NOT To SCALE MILL DL ASPII.7 70PYFT1Fl411U1 'r DUSTING OMW. MST,. ASPHALT TO REM. NME TARO, SaTON PAVEMENT AL50 0T1 us9GREPORT P.M CESARE. IOC HICAMIESS MOROI ▪ Wmmum RGAD•VACwNG A� COLORADO Ai 2011 PROJECT Is PEE • SaE FOR USING TOE LATEST REPORT FOR CONSTRUCTION IX 1 GRAVEL sp PG Dun (10m TOP OFT I RM. LET S PG 5522 1100 MIME LIFT SS PO 6Fa Rem m+109 UFr 125 AmREGATE RASE CORE CLASS S(TP) O TYPICAL ROAD CROSSING STA 0413 TO 3.91 NOT TO SCALE 17 EELT1LANE IC UNN. LAME LANE LANE MILLED ASPPA1T7 26A� x251110) TOP FINAL OFT OUSTING GROUND on CASTING ASP.. £MAN NOTE AYRCAL SECTION WAS GREATER UONG REPORT FROM BARE INC PAVEMENT TN°EGON WEL° COUNTY RD. IGAN CS A2'1 DATED COLORADO 51012 CONTRACTOR'S RESPOISELE FOR LONG THE LATEST REPORT FOR CONSTRUCTION 51OULDER G.VEL 7 CA PG 51 251100 TOP UPI/FINAL LIFT ITS PG x25 (10!) MIME LIFT S PD x25110+ BOTTOM OFT 115 AGGREGATE MBE COURSE CA.. (TYR) ()TYPICAL ROAD CROSSING STA. 12.59 TO 16450 MOT TO SCALE IX 1 SMOULDER R 1 GRAVEL 12 TRAM. 12 LEFT 17 TRAVEL LAVE TURN LANE LANE MILL FA ASg81T 7 TOPUFT/ RrLAL10%1 FASTING GROUND TO REMAIN NOTE TYNCAL SECTION WAS9MEANESSTmUREPORT FROM CESARE,. PAVEMENT NOSIGNRTH MULTIUSE U LOmUNTY TY D 0 ALMA E COUNTY NAm COLORADO IROJECTNO IOC. S TEDI DECEMBER 2017 PROJECT NO t)]OR CATER DECEMBER FOR CONTUS. TO LA IS FORCRESPONSBLECS U9NG TOE LATEST REPORT EA .COLDER LD El1GRAVEL MOULDER GRAVEL 7 PO et 48 OR TOP U F T / RN 25 B.]DAC) MROLE LIFT 75 MO 64 22 DOR BOTTOM LIFT 125 AGGREGATE SASE COURSE cus2 DRIP) °TYPICAL ROAD CROSSING STA 13.0 TO DRAM NOT TO SCA. 17 TRAY t2 TMV. LAVE PUNTED LANE GRAVEL 5L 0. ASPHALT 7 xte11TT TaP UPiGIFINAL UFr GISMO GROUND roA .ASPHALT DM. MOTE TYPICAL SECTION WAS CREATED LLD. REPORT FROM MWELDCOUNTY RO O0MOEN. ASO Do PAVEMENT TICOPESS ORM 1.11USEFADUn WELD DATED COLORADO TCOMT.GTO17 �R IDATEO RESPOOI SAE FOR USN° TOE LATEST REPORT FOR CONSTRUCTION EX SMOULDER GRAVEL 75RF1 x]51100 TOP LIFT I RN 27 SKI x25(12011ADCLE LIFT SSW ML -22 ( COO BOTTOM OFT 115 AGGREGATE ..£COURSE cu. RIP) °TYPICAL ROAD CROSSING STA ]RAW TO 2340 MOTTO SCALE ILL ElASPHALT 7 2. x2nRm TOP UYFFT/ANAL LIFT FASTING ORWMO COSS. ASPHALT TO REMNN 5210 FROM CESARE IIC PAVEMENT TUREPORT IXNESS O I�I N MULTIUSE PACO. ORT C.LOR.0 PROJECT NO 11200 DATED DECEMBER AI n CONTRACTOR IS PIES ONISBLE FM USN° TOE LATEST REPORT FOR COOSTRLOTION M..MtS OSEAM 'OCHE:1SAT MEET ALL OF ME MASH REOU RELtENTS AS MOWN ON THE MOST CURRENT VERSONCROAT 45520-145520-1 SX PO 6445 (IOm TOP LIFT I FINAL LIFT ] VS. 5522 (DOD MCRAE LIFT SS PO x20(102 BOTTOM LIFT 125 bGREGATE ...COURSE CLAWS (OP) © TYPICAL ROAD CROSSING STA 1.91 TO 12.59 NOT TO SALE DESSONS PARAGON ENGINEERING CONSULTANTS INC MCADOO COMMENTS o1A5715 7652 SOUTH ELATI STREET SUITE 101 MEIOCO COMMENTS 1032117015 UTTLETON 000120 JO0.TS4A04 MEWSEALT£5B JOG (454501e ASPHALT SPECIALTIES WELD COUNTY ROAD 6 1019012 EAST OF WELD COUNTY ROAD 11 WELD COmV.E. ammo VELD CO COMM.. 02/2/2014 TYPICAL CROSS SECTIONS LVELDCO COMMENTS 0410.0 2 WELOCO COMMENTS 057.2012 DESIGN TAG IRATE 6.0012 ISCA WA WELD CO COMMENTS OM172012 MAWS JAW MAO.. NO 17-01. Know whot•below Call before you dig SHEET 2 MILLTWSSYOF OSMO /3SULT RO AD r DEEP(TOTW RTA W p '2.7.'L __\ / I -- - ----------------------- c____ — _ x K It v ___-____" �_ __________ __ - x®5LE aF SAWaR woof s.wc�ir M� P. S-" _ HALT PA E N ENO OF PENT LT PAVEMENT ]510)!35 "E11.111811 I EJ1Ytta tl OP NEIN CDR SEC 2] E J1St000AS I -I LEGEND — — — — EOSTINO RIONTPF WAY — — — SECTION UNE PROPERTY TINE -- *- EXISTING CONTOUR EXISTING OAS — EXISTING WATER MUSING ELECTRIC - so MISTING MENGTC —A— MUSING FENCE UNE POSTING OVERHEAD POWER UNE sissusuasonoro EXISTING STORM UNE O EOSTING TYPE CRLET AQS FJUSIN° POWER PCCE 'MOWING ASHALT PAMENENT FROPOSED CONTOUR PROPOSED CONTOURIO! OTHERS)- — THER — PROPOSED DITCH -- FUTURE RIGHT OF WAY OW. SPOT ELEVATION FL MISTING GROUND ELEVATION FG PROPOSED FINISHED...0E INV INVENT ELEVATION SL CROSPSECTION TINE NUMBER SIB%� PROPOSED POPE J PROPOSED PAVEMENT STRIPING PROPOSED ASPHALT PPOWERT ECIEM MOMSW TEMPORARY ASPHALT PAVEMENT PROPOSED GRAVE. 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NTS 153/1113010DESIGN SOS RAM ,APR IGT Nrdn,o PROJECT NO 1T 50 014 SHEET 10 FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES 1 AND NICOATION COMPANY T AS M. MOONEDDEVON aEVANMAx LMVCUEOFYA�Ri Ox M�iS mOIFLf flLFU➢IIa FOR LMehmMILN4 FRO5 THE CROW NEGLIGENCE. FRICO NENE.] ANDIPPROVE0 11Y FRICO mccre 'irony oF PROJECT REPORT. PLANS AN3 ISPECIFICATODM3 CUM SOLE BENEFIT OF FRC° TO OVER VINE IF PROJECT DETAILS CONFORM TO F.0 DEMON., CELINE. WICH OPERATORS. FACC COLINTYAT LUST 77 HOURS PAO510 TITNIT OF COWTRUCTION TOSE U. ATTENONICE WALL II... Ao.535.00.75LICTION NEINAITIINCLLONO5092.11E1NAT KILO. NE OAT .N1151. ANDY., VA. DMIREIrt OR MEN. AGREEMOIT AND NTIOR 10 TIM PRECONSTRUCT. MEET IT WILL MT. ALL WKS ALIT MO WOW... OWL BE 5LMIECT 10 INT-MOTION 11Y FR CO FRICO mscrele 'NE SIONT 10 ACCEPTOR MIMI ANT SLIP MATERWAINOWSINVANSM5 1NAT LO OT CONFORM TO IMARDA503.1 NEFRESENTATIVE MOM TOMATO,. 0.5111.T.11 if NE SOLE OM.. 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WILL g:=0=r1A.M=NNTLVXCIELZO0INEf:AWIOTirr=5":1T=OITIMPSON ASV, 0.3 AND WALL PREVENT DEBRIS FROM OTTER. INTO NE CMIAL TRECONTRACTOR WILL. REMONSISIEFOR DAILY CLE.NCOF BORN NAT ENTERS T. CAW, BMP5 F._ T. • PER. OF GMAANTEE TN. REMELTED PM 03...05 TO niEromms.G.N.FRCOAT ACCEPTANCE. TNE WINICIVEMENTS RECO. EOCU1.T8 WALL BE WOWS= EISOIRCNCALIMNI BOTH PCIF • LMLIERWOLIND UNLIT. ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES I ANL MUD= ERIC 0 ACCESS ROAD 'NV OISTURBED INECOAAPPACLON ROCCO WAAL BE RESTORED IN.COROANCE will THE FAA.. RESERVOS AND INNICA1105 COMPANY [EGON CRITERIA BECTON • 3 CONCRETE GENERAL NOTES 1 ALL CONCRETE WALL 8.E CLASS ANC wNL�IMCR A "`ATORv; ENG,"GFAI 003.1.11.1 1: 'vo'MLA NOT. IM5040 UNTIL THE 3 ....FEET OO ION° ONR OF F. 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'SCALE S 1 so SHEET 11 CONCRETE CHANNEL 6 CONSTRUCTION JOINT FOR CULVERT TOP/BOTTOM SLAB AND WALLS NOT TO SGLE PROVLIEWATERSTOP AT JpNT PROPOSED CONCRETE CHANNEL N) REBAR�a 1tL ) MST,. CONCRETE CHANNEL AH woe - I LrIMN) 1,70.W I CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS <6 INCHES) NOT TOSCAIE PROVIDE NIATERSTOP AT JOINT MILL NIERNATING IV DEEPS 'STEEP), HOLES 01r OC INTO CENTER OF EASTINO CONCRETE CLEW, HOLES BONDRaO 0 DOWELS W 5%AMR ANCHORS!. BY SYACORP PROPOSE° \ � CONCRETE CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS 6 INCHES) EAAD•EPDXY. 10. BAS O ITOCLm OD. COATED ALL SCES CENTER EARS iN E)ISTWO CULVERT WALLS /SUB AS REQUIRES INTO NEWCULVERT TOP AND BOTTOM SLAB RENFORCEMENT RE COOT ..4601 1 FOR NOT TO SCALE COSTING B. CULVERT NEW BOX CULVERT TOP 6 BOTTOM SLAB REINFORCEMENT PLAN MOTTO SCALE PROVIDEWATERSTOP JOINT TO EUSTINO BOX CULVERT NEW BOX CULVERT TOP OF GRADE IT MOISTURE CONOTI ON ED • ACTED SIBGRADE TO YSII STANDARD PROCTOR MR ASTM MT ER SLAB ON GRADE Know what'. below Call before you dig 1. RE 1.011 M BOXCULVERT DETAILS (SHEET 11) SECTION A A NOT TO SCAIE NEWCULVFRT EUSTING ADVERT NINGWALL RE COOT M.01]0 USE TOEVGLLF (TRV 0 AL OF EACH 90E) r SAaONGEMDE W N BADS GRADES, AT IVO C EACH WAY N SLAB PROVIDE ,rM LSPLICE A9 REWIRED PROVIDE HEADWALL AT / MI FPO.' COATED DOWELS CONNECTION BETWEEN NEW BR SLAB REINFORCEMENT CULVERT EAST. CULVERT RAN RE COOT Mm11 FOR REINFORCING PROVIDE OE WALL. 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MEMO, COMMENTS REVISE ACCESS LOG MIMROVTLEIPSNOC 037112018 1031,2018 LAUD CO 6NMNErs MELO CO COMMENTS %COCO COMMENTS MELO CO COMMENTS 0Y1M01V 0404/2018 M0ODIE 08,27010 V ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 PARAGON ENGINEERING CONSULTANTS INC 7651 SOUTH ELATI STREET SUITE 108 UTTLETON C000120 667968®1 GRADING EROSION AND SEDIMENT CONTROL PLAN DESIGN SOSRUE 6 'SCALE 1 ID MIAMI .Mw PROJECT NO 17014 SHEET II OCR8 TRAFFIC CONTROL NOTES 1 WELD COUNTY WILL NOT ALLOW FULL CLOSURE OF NCR 6 ONLY FLAGGING OPERATIONS DURING DAYLIGHT HOURS 2 2 WAY TRAFFIC MUST BE SAFELY ESTABLISHED AT LEAST ONE (1) HOUR BEFORE SUNDOWN g el NCR e PROJECT SRE I--- 500 I 500 + 500 —1 500 —-500 —4-500 —{ ltd° 811. Know what a below Cali before you dig — IIVA S006 • PARAGON ENGINEERING CONSULTANTS INC 1, 5001! C 7652 SOUTH ELATI STREET SUITE 101 WELDED ENT! on F LITTLETON CO 60120 ]Ol2Bi8004 .6LO0 ow601! ASPHALT SPECIALTIES WELD COUNTY ROAD 6 IUIwM!DNO.taLO.O.10]VA1! 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E SZETUBWG PATH a E'A W ELKE a ALL SOMME AND WRONGS TO CONFORMTO KUT C D LATEST EOA0N T ALL SON TUDNGSARfat2U S STD DACE WALL THbWESS a SON POST INSTALLATION WALL FOLLOW THE MANUFACTURES INSTRUCOONS AND THESE SPEDFIGTIONS • THE SON POSTAN...SALL BE DRIVEN INTO THE GROUND FLUSH MOTH THE FINISHED GROUND INSERT SON POST AND ANCHOR ASSEMBLY! INDHESINSTALL WECCE c INSTALLED SIGN AND POST SHALL BE PLUMB AND FREE°EVERT.. ONO LATFIML MOVEMENT W9 2 W4 -2L Know what a below Call before you dlg 30 STOP 30 RIGHT LANE MUST TURN RIGHT R1-1 X -R3 -7R SIGN DETAILS NOT TO SbLE RESSONS ® PARAGON ENGINEERING CONSULTANTS INC 01..2010F 7S52 500711 ELAM STREET SUITE 101 3 WELD CO COMMENTS 000mooDTTLETON CO B012o ]03-78LS50P A 0651E ACC'S IDG..S..0 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 1012050010105000 100110510 EAST OF WELD COUNTY ROAD II 7 WELD CO MMNETS 02/10/2010 SIGN AND STRIPING DETAIL a WELD CO COMMENTS 01.0510 SHEET VWLD CO NTS 2010 DATE 'SCALto VEEDco COMMEENTS mWiLMS DRAWN JAW (PROJECT No t0 17 Ohl NM SHEET 15 RECREATSOMAL STORAGE SOLWRONS PARCELND 5.1300005 +\ a ONST 'BOTTOM RS.'ASPHALT OP - OP rw / (W r "41 OP _ - ssFMi. WALYIE PARCEL NO 1.167244C030S BALL GNAL SANCUTEXISTING A—AL� JAH a REMOVE EXISTING +c MT ANO GRADE POSEIMCH DEPAUNEw P ASSTS WF PARCEL NO 140124403016 mO 'Etj, 21,010 N'i I- PHASEI W SMAC.STING ASPILALT GRADING ISR71M-6 RETENTION POND 16 1700 16.00 0-H —70ROW ,l / SISTA:PR. 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P' LEGEND PRBPARE SUBBASE AND COMM. ] BOTTOM UTTSOF ASPAL.T EXISTING RIGHT.OF WAY —0510— PROPOSED CONTOUR SECTION LINE -- POSEO DITCH MEXISTING CONTOUR --FUTURE RIGHT OF WAY IMSTING GAS •SSS130 SWOT ELEVATION EXISTING WATER EO EXISTING GROUNDS...ON EXISTING FELTRC FO PROPOSED FINISHED GRADE FASTING FIBER OPTIC INV INVERT ELEVATION EXISTING FENCE LINE SL1 CROSS-SECTION UNE NUMBER Exams OVERHEAD POWER UNE PROPOSED ELOPE DUSTING STORM UNE IPROPOSED PAVEMENT STRIPING EXISTING TYPE CINLET o=== PROPOSED GRAVEL SHOULDER EXISTING POWER POLE — E— PROPOSED ELECTRIC PROPOSED ASPHALT PAVEMENT L -O_, PROPOSED THISTLE POLE APPROX LIMITS OF PHASE I FR _ ORADING DRAM TO [MAW I RETENTION POND ' A3 ]PHAW BOTTOM LIFTS OF ASPHALT 26.3 HUNT BROTHERS PROPERTIES INC PARCEL NO 146 726100339 LIMITS OFPRASE I 27 GO El -LASE I AND CONST BOTTOM SOf ASWALT HUNT BROTHERS PROPERTIESPARCEL NO Nonslcocoo GRACING PROPOSED ROADSICE ITCH SON MO STRWINO REY LZE LINE4IITEEWEE EZE.OVP rW ITEEWDE ® YEAR wDE50 G ® PAINTED MEDIAN DOUBLE YELLOW A' MADE SOLID CHANNEOEING UNE 0 WOTEN WOE SOLIDRTIC ® SO STOP WON CR111 ]PLEPT LAMES OS MERGE MERGE SIGN m M'NT ES MERD TV NOT ENSi ISL RETO RIGHT TVINKTROW ® PREFORMED TiE.RR O PU TIC m LEFT TURN ARROW PREFORMED TIERN°PLARTIC ® MEANT ARROW PREFORMED E PREPARE ...SC ANDCONST Li S BOTTOM OFASINLT Know wear. below Call before you Mg as CONST PAN T . ASPHALT. sAwcDr �\ N RFn90Ts 'L PARAGON CONSULTANTS rasa CO CONVENTS 01/0503 SOUTH ELAN STREET 108 mw2 co COMMENTS e ,� UTTIETON CO e0120 OD47042W4 RE\TSAOi55LDG oavanate ASPHALT SPECIALTIES WELD COUNTY ROAD 6 XCIIKNOVENDITSK OTC 031E EAST OF WELD COUNTY ROAD 11 MELD CO GDMMNETC 1 /A1 WELD CO MMNETS 0510001° PHASE I PLAN WELD CO COMMENTS 0.111310 WELD CO EMS BSGOGIP TIES N TAC (DATE N10 'SCALE 1 S7 1 WELD CO COMMENTS G3/1]/A1. 0 NW PR0.ER NO17014 SHEET IS ASSISPARCELED 140714400015 VYE 1 SHOW LAM PARCEL NO 1K1Du0010 V UNE ---4. .. PEASE MILL DUSTING LT Tao T Y I PTA. II APPROXIMATE I AND OVERWY UMTSOF ROSES P G7 EDSRHD ASPHALT ID w WRCfiw m, T w0o� 1w0- 1.00__mro 0 �_...., 12.00--r - �r`.r. ry Rt Vt *...a�W ••-"X r.� a '--��,�ii-= s-,� ��\� �� ' _ '..> ._..�..r..u... ,. �— "".".' 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E ENDS MERGET NT SON TApu1 6 MERGE SION PAM OTORN 30,0NT waM SIONL'RSJED ®GHT TERN ARROW � RIC LEFT TURN ARROW LEBAST PLASTIC ® MERGE ARROWPREFORMED M C EXISTING ASPHALT APRONMSTEJ DIETS OF RIASS II Know wheys below Call before you d19 300 REVISIONS_ . PARAGON ENGINEERING CONSULTANTS INC c5VMDVT5 O !+ 7852 SOUTH ELAM STREET SUTE 108 a UTTLET0N CO80120 70-7846004 ° ASPHALT SPECIALTIES WELD COUNTY ROAD 8 PO▪ IVRTOVTLEDESIL OF C mums EAST OF WELD COUNTY ROAD 11 NETS 01111 MIS YAM CO COM• 0M0070 00147012 PHASE II PLAN VIEW CO COMMENTS 04134701. WELD CO COMMENTS 0.2.2010 DESIGN TAW IDATE W2112010 ISCA E 1 5P WELD CO COMMENTS 030121201. DRAM JAW JECT NO130TH SHEET 17 V UNE I 00 RECREATIONAL STORAGE SOLIDS. 3 PKCEL NO LLC 16TlM]1010s PHASE III DISTURBED., CULVER CONSTRUCTION AREA X X OP OP REMOVE EISTING LEGEND OX MI9OF PHASE APPROXIMATE L _ QISTING LIME TDF WAX SECTION IME PROPERTY LINE EDSTING CONTOUR NSTINO GAS ,611]0 EASTINO WATER EXISTING ELECTRIC FO Fn- EXISTING FIBER OPTIC INV EXISTING FENC UNE SL 1 METING OVERHEAD RUMS EIOSTING STORM UNE EXISTING TYPE C INLET 'CI, EXISTING POWER POLE -E- I I PROPOSED KPHALT PAVEMENT CQj AND INSTALL HEW'S RCP SHOW I. PARCEL 1q 14 E 6 NgAJ5 TCH EXIST ASPHALT PHASE 11 . RASINGiCM.1 r w N w w R N EXTEND %CULVERT CONNECTION RESTORE IRRIGATION NELRADE EXTON ACCESS PARCEL. 1.136101028 SIGN MO STRIPING REV IgtE025 WEE MEN (nP1 ®®p PIWATE CHIDE PROPOSED CONTOUR PROPOSED DITCH RM 4MER FUTURE RIGHT -0;W. SOT ELEVATION EXISTING DELELEVATION FROPOSED FINISHED ACE INVERT ELEVATION NE MUMOEA PROPOSED SLOPE PROPOSED PAVEMENT STRIPING PROPOSED GRAVID. 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ROAD TIDE DISTANCE., «rN9 °m .1 r I I _F- _ _.LI J 1 L 1 Il I. 1 - ss' 5 �rn nFPiz• l• w7- j- L x URBAN ANON I� 1 la �� •uuR! ){5' a5v 55D II i« 11 80.705 PARAGON ENGINEERING CONSULTANTS INC RURANi EXPA_ CD 600 5® f� I I — II 1 III I I'lJ� t11L '111 I «EmOMITIS®OrtA pv/bn1S 7352 SOUTH ETAT STREET SUTEIDI MAY NEED TO USE 352°G SP. `I! i- NFL..°. MIFNT505G.. k. UTRETON Co 6015070}2BrEf61 n rF n m l6 9 l9 «1 40 811 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 TABLLATION EASE OF WELD COUNTY ROAD 11 BM UUANTil II u �� ROAD � N MHTtl5 sR z NEE�i,5 Kr.. wear. below BARRELS CONCRETE BARER 21 m EA LF Cell before you tllp TAC 'CAT 9 '5 1 n SHEET I DDES. RAWN TAW T 17 014 73 ,F _ t. _ nOW LVUE PARCEL ND iN12NO0Dt6 STA AIHITS0/6 W (50 IASI TAPER 712 MESSAGE BOARD FOR SOUTH BOUND VAA 10 TO ADVISE TRAFFIC ABOUT NCR M WORN ZONE WRC 13/ COLORADO BLVD OUST 17 RAVEL LANE 214004 12 LEFT IL...NE X00 Sinai D61DWP) 20, ]1400 30.05 12 PRAM LANE --4-4 IFl..GGHWNE ®STAR W8116m T55]1 Q ©STA21 940/110)IR) STAG SI D512I OP 53)® ® STAB Si DI /127 (8 ORES FlIOPERTIES INC PARCEL. 144725100039 NOTESASP SAWDEMNGMUSTBECOMBEEOBEPoREBARR1ER19'"STALLED 1 ALL DEVICESSWLCONSORM TOO NIRO STANDARDS 1 THWC ISH TTO AMCEDAaOSTMENTS THE EDTO LAST 1015.40.0 DAYS 5 TIIS LINT PLAN ISAOCEPTADLE5OR OVFFNGNT PROTECTION GEE EtSTA aSO.W ON PNLSFOR Aw4.44_ NEW ASPHALT SURFACE MUST BE TEW CRARY STRIPED N1TH TEMPORARY LANE CONTRACTOR NS TEMPORARY STRIPING SHALL BE MAINTMNEDBYTHE SHALL BE COMPLETELY REMOVED BEFORE ISAFTER THE EGA WESSON IS 014.ETED E PERMANENT STR1PNOTEMPORARY C lES INSTALLED IF THE TEMPORARY STRIPING LEAVES. WRSIBASLE R5AM ASDETEMIINEO BY MELD COUNTY THE CONTRACTOR MAT NEED TO 500 SEAL THE ROAD BEFORE FINAL STRIPING ALL TRAFFIC AND ...IRA SIGNS SHALL BE MOUNTED ON PERMANENT POST 1 REDIRECT TAPER SW SPEEDUP.. Si M EEDUP1 (ICES SPEED MST 55 MPH (COLORADO SLED) DARREL SP.. AD OSTAPER(NA ) BARRELRIMIPO 500M TANGENT(MAS) WIRLENGTH 107 SMOULDER TAPER PAIN TARP LENGTH 100F.0004 MIER(AVI ROAD TM DISTANCE BETYAEEN SIGNS URBAN45 MPH, URBAN 1 46.51 Too ub Tor 506 SIC MAT NEED TO USE 550 SIGN SP. MO ENDa AL DESIGN GNMENT 54573 25 5311511 502 OM WRC 6 450 107 USEI NORTHMH BODUND...I13TO MW 6NORR NZONBOUT NCR E MCEMFA o _o 17 (TAP) TYPICAL SIGN PLACEMENT NOT TO ADAM 811. KGD..H.i.below Call before you dIg REVISIONS NSIDCOLDITI 055012010 AL 050.110OBDmwRCa65MH PARAGON ENGINEERING CONSULTANTS INC 7852 SOUTH ELATI STREET SLITE 101 UTTLETON CO S0120 DD}2BMS600 ASPHALT SPECIALTIES WELD COUNTY ROAD 6 EASE OF WELD COUNTY ROAD 11 DESIGN T. 0RA. WW MHTCS GATE bAG010 ,261E maEcr ND l6u I SO SHEET 2 WELD COUNTY ROAD 6 EAST OF WELD COUNTY ROAD 11 LOCt\YJ' 7 Pro tor 014 Atpe • Specrt., .'C I•Cats"ems! Sittu? 0hl_ FMICO SUesrTTAL%• CiA7%M SHILL Sag 10211,120111 II IC 34 AM moon GENERAL CONSTRUCTION NOTES LOCATED IN THE NORTHWEST t ALL MATERIALS AND WORKMANSHP SHALL CONFORM TO THE LATEST EDITION OF THE WELD COUNTY ENGINEERING AM) CONSTRUCTION CRITERIA FOR THE DESGN AND CONSTRUCTION 0. PUBLIC IMPROVEMENTS, AND COOT STANDARD SPEOFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION WORK SHILL BE SUBJECT TO INSPECTION AND APPROVAL BY AUTHORIZED WELD COUNTY PERSONNEL 2 FIELD SAMPLING AND TESTING OF MATERIALS ON CONSTRUCT ION PROJECTS SHALL USE THE LATEST COOT FIELD MATERIALS MANUAL 3 THE CONTRACTOR SHALL BE RESPONSIBL.E FOR THE LOCAT ION. PROTECTION AND CARE OF ALL EXISTING AREA UTILITIES. WHETHER SHOWN ON THESE PLANS OR NOT 4 ANY CONSTRUCTION DEBRIS OR TRACKING OF MUD IN THE PUBLIC RIGHT. OF -WAY RESULTING FROM THIS DEVELOPMENT WILL BE REMOVED IMMEDIATELY BY THE CONTRACTOR UPON WRITTEN NOTICE BY WELD COUNTY FAILURE TO REMOVE THE MUD OR DEBRIS BY THE CONTRACTOR WITHIN 48 HOURS SHALL CALLSF WELD COUNTY TO RED TAG THE DEVELOPMENT 5 THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE INCLUDING. SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE DUTY OF THE COUNTY TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE :S NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION STE 6 THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800.922 1967) FOR THE LOCATION OF UNDERGROUND GAS. ELECTRIC TELEPHONE, CABLE. WATER AND SANITARY UTILITIES AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NEARBY PUBLIC STREETS OF MUD OR DEBRIS DUE TO CONSTRUCTION ACTIVITY INITIATED BY SAND CONTRACTOR ON A DAILY BASIS OR AS OTHERWISE DIRECTED BY AUTHORIZED WELD COUNTY PERSONNEL 8 THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL PERTINENT PERMITS INCLUDING RIGHT OF WAY PERMIT AND SWAP PERMIT FROM WELD COUNTY COLORADO 9 THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS THAT CONFIRM TO THE MUTCD A MINIMUM OF 2 WEEKS PRIOR TO AFFECTING TRAFFIC FOR COUNTY REVIEW SUBMIT PLANS TO AMY JOSEPH PERMITTING I INSPECTION COORDINATOR. WELD COUNTY COLORADO PUBLIC WORKS FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES DEFINITIONS A FACILITY OWNER FRICO B PROPERTY OWNER - ASPHALT SPECIALITIES C CONTRACTOR ASPHALT SPECIALITIES 0 ENGINEER PAIA[-A'i ENGINEERING 7 ALL IRRCATION AND CANAL CONSTRUCTION &MILL 8E IN ACCORDANCE WITH THE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN REVIEW MANUAL LATEST EDITION EXCEPT AS SPECIFICALLY MODFIEO BY THESE PROJECT DRAWINGS 3 CONTRACTOR SHALL DEFEND INOEMNIF Y AND HOLD FRCO HARMLESS F ROM ANY AND MELTABILITY REAL ANO ALLEGED IN CONNECTION WITH THE PERFORMANCE of WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE GROSS NEGLIGENCE OF FRICO 4 FRICO AND its AGENTS OR CONSUL TANTS DO NOT WARRANT OR GUARANTEE THE ADEQUACY OF DESIGNS REVIEWED AND APPROVE O BY F RICO F RICO'S REVIEW OF PROJECT REPORTS. PLANS AND SPECIFICATIONS IS F OR THE SOLE BENEFIT OF F RICO TO DE TERRINE If PROJECT DETAILS CONFORM 10 FRICO DESIGN GUIDELINE S WHICH ARE NECESSARY TO REASONABLY ASSURE THAT PROJECTS DO NOT ADVERSELY *IF ECT THE FACILITIES OR OPERATIONS OF FRICO 5 CONTRAC TOR SMALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH F RICO REPRESENTATIVE ANC) INFIELD COUNTY AT LEAST T2 HOURS PRIOR TO START OF CONSTRUCTION THOSE IN ATTENDANCE SHALL MCI UOE OWNER S REPRESENTATIVE ENGINEER CONTRACTOR AND OTHER AFFEC TED AGENCIES. CONSTRUC TON PLANS WILL BE DISTRIBUTED AT THE FRECONSTRUCTION MEETING 6 TECHNICAL APPROVAL BY FRICO OF THE DESIGN Of THE IMPROVEMENTS SPECIFIED HEREIN SHALL NOT CONSTITUTE AmTHORIZATION TO BEGIN WORK AN EASEMENT OR LICENSE AGREEMENT APPROVED TEMPORARY ACCE SS AND CONSTRUCTION PERMIT (INCLUDING SCHEDULE THAT INCLUDES THE DAY MONTH AND YEAR WHEN WORK IS ALLOWED) AND WRITTEN NOTICE TO PROCEED FROM FRICO 9 GENERAL MANAGER ARE ALSO REQUIRED PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES FOLLOWING THE APPROVAL OF THE DESIGN PLANS AND EASEMENT OR LICENSE AGREEMENT AND PRIOR TO THE PRE -CONSTRUCT TON MEETING. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT ACONSTRUCTION SCHEDULE TO FRICO FOR REVIEW AND APPROVAL FRICO S APPROVAL OF THE CONSTRUCTION SCHEDULE IS IN FRICO S SOLE DISCRETION AND FRCO MAY MET LASE TO APPROVE A SCHE DIAL E IF IT MAY IMPACT THE CANAL S OPERATIONS OR F RICO S *BILL TY t 0 MAIN 'NH OR ACCE SS I TS FACIL ITIES 7 CONTRACTOR SMALL RESTRICT CONSTRUCTION ACTIVITY TO AREAS DEFINED AS PERMANENT ANDIOR TEMPORARY CONSTRUCTION EASEMENT S UNLESS OTHERWISE AUTHORIZED BY F RICO AND PROPERTY OWNER • CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTINUOUS ACCESS FOR FRICO PERSONNEL AND EQUIPMENT ALONG THE LENGTH OF THE EXISTING CANAL THROUGHOUT THE COURSE OF THE PROJECT • ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY FRICO FRICO RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS ANO WORKMANSHIP THAT 00 NOT CONFORM TO STANDARDS AND SPECIFICATIONS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO FRICO F ENGINEERING REVIEW AND APPROVAL PRIOR TO INSTALLATION OF MATERIAL S OR FALL I TIES FOR WHICH SHOP DRAWINGS ARE CREATED 10 CONTRACTOR SHALL VERIFY ACCURACY BETWEEN WORK SET FORTH ON THESE PLANS AND WORK REQUIRED IN THE FIELD ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND FRICO REPRESENTATIVE PRIOR TO START OF CONSTRUCTION 11 IT IS THE ENGINEERS RESPONSIBILITY TO RESOLVE CONSTRUCTION PROBLEMS WITH FRICO DUE TO CHANGED CONDITIONS ENCOUNTERED BY CONTRACTOR DURING THE PROGRESS OF ANY PORTION Of THE PROPOSED WORK If IN THE SOLE OPINION OF FRICO PROPOSED As. TERATIONS TO THE APPROVED CONSTRUCTION PLANS INVOLVES SIGNIFICANT CHANGES TO THE CHARACTER Of THE WORK OR TO THE FUTURE CONTIGUOUS PUBLIC OR PRIVATE IMPROVEMENTS ENGINEER SHALL BE RESPONSES. FOR SUVA TTING REVISED PLANS TO FRICO FOR REVIEW AND APPROVAL PRIOR TO ANY FURTHER CONSTRUCTION RELATED TO THAT PORTION OF THE WORK 12 GROUNDWATER ENCOUNTERED DURING CONSTRUCTION SHALL NOT SE REL EASED TO F RICO S CANAL DR OTHER FACILITIES WITHOUT WRITTEN APPROVAL F ROM THE FRICO GENERAL MANAGER 13 ALL CONCRETE USED FOR THE PROJECT SHALL CONFORM TO IC 350 THE CONTRACTOR SHALL SUPPLY FRICO WITH SHOP DRAWINGS AND SPE CIFICATIONS FOR ALL PRE -FABRICATED CONCRETE STRUCTURES TO INSURE CONFORMANCE TO AC1350 14 WHERE THE EXISTING SIDES OR BOTTOM OF THE CANAL ARE DISTURBED AND ARE TO BE REPLACED THE TOP TWO FEET OF BACKFILL MATERIAL SHALL BE CLAY CON TARING AT LEAST 40 PERCENT BY DRY WEIGH( PASSING THE 0200 SIEVE (FINES) AND A PLASTICITY INDEX OF 15 OR GREATER AS AN Al TERNATIVE THE EXISTING MATERIAL CAN BE MIXED WITH TWO PERCENT POWDERED DRY BENTONITE (BY DRY WEIGHT) PROVIDED THE EXISTING SOILS CONTAIN AT LEAST 25 PERCENT FINES THE MATERIALS UPON COMPACTION SHN L HAVE A PERMEABILITY LESS THAN OR EQUAL TO (X10.6 CM/SEC AS DETERMINED BY ASTM D 5054 15 THE CHANNEL CLAY LINING SHALL BE COMPACTED TO 9014 Of THE IIODIF TED PROCTOR (ASTM D1557) AND WITHIN -7% TO •2% OF THE OPTIMUM MOISTURE CONTENT F ILL SHALL BE PLACED IN THIN LIF TS WITH MAXIMJM LOOSE LIFT THICKNESS OF 12 INCHES PLACEMENT ON DITCH SLOPES MAY REOUIRE OVERBUILDING MID CUTTING BACK TO OBTAIN THE REQUIRED COMPACTION I• ALL PROPOSED MATERIAL TYPES TO BE uSED AS BEDDNG CLAY LINING AND BACKF ILL SHALL BE SUBMIT TED TO FRICO FOR APPROVAL PRIOR TO PL *CEMENT 17 MATERIALS GRAIN SIZE ANAL YSIS (ASTM D4271 ATTERBERG LIMITS (ASTM 0431•), AND MOISTURE DENSITY RELATIONSHIP TESTS IASTM 01557) SHALL BE COMPLE TED AS A MINIMUM ON EACH SOIL TYPE OR AT A RATE OR 300 CY OE MATERIAL PLACED WHICHEVER ISGREATER IS COMPACTION OF BEDDING CLAY LINING AND ALL TYPES OF BACKEIL LIRA! L BE TESTED AT A RATE OF AT LEASI FOUR IEBTS PER 1.000 SQUARE FEET OF FILL MATERIAL PER THIS FREQUENCY MAY BE ALTERED BY THE ENGINEER OR FRICO REPRESENTATIVE DEPENDING ON THE PROJECT THE METHODS BY WHICH THE CONTRACTOR IS USING 10 OBTAIN COMPACTION OR IF CIRCUMSTANCES WARRANT ADDITIONAL TESTING THE TESTING SMALL BE AT VARIOUS DEPTHS AND LOCATIONS. THE ENGINEER OR AN OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REQUEST *DDT ZONAL TESTS AND DE TERMNE THE LOCATION OF TESTING THE TESTING MAY BE COMPLETED EITHER BY SAND CONE DENSITY TEST LASTS 015611 OR BY THE NUCLEAR GAUGE (ASTM 0663•) METHODS TEST RESULTS SHAT BE SUBMITTED TO ;RICO'S REPRESENTATIVE WITHIN 24 /OURS OF THE TEST OR ON THE NEAT WORKING DAY IS ON STEEP SIDE SLOPES. FILL MATERIALS WHETHER CLAY LINING OR SUBGRADE SOILS MAY BE REQUIRED TO SE PLACED IN HORIZONTAL LIFTS ALONG THE SLOPE TO ACHIEVE THE REQUIRED COMPACTION THIS METHOD WILL CREATE AN OVERBUILT SECTION THAT *IL L BE CUT BACK TO FORM THE DESIGN SLOPE 20 CONTRACTOR SHALL MAINTAIN Si. 1 FENCE AM) OTHER EROSION AND SEDIMENT CONTROL BMPS ON A DAILY BASIS AND SHALL PREVENT DEBRIS FROM ENTERING INTO THE CANAL THE CONTRACTOR WILL BE RESPONSIBLE FOR DAILY CLEANING OF DEBRIS THAT ENTERS THE CANAL. If BMPS FAIL 21 UNLESS ANOTHER SPECIFIC MAINTENANCE AGREEMENT IS IN PLACE CON TRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUNCTIONING OF FACILITY IMPROVEMENTS FOR A MINIMUM OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION, CONSTRUCTION ACCEPTANCE OF THE IMPROVEMENTS BY (RICO ANY FAILURE DURING THIS PERIOD OF GUARANTEE SHALL BE REMEDIED BY CONTRACTOR TO TI -t SATISFACTION OF FRICO AT CONTRACTORS EXPENSE :1 A& Suit T DOCUMENTS ARE TO BE SUPPLIED TO FRICO PRIOR TO SUBSTANTIAL COMPLETION /CONSTRUCTION ACCEPTANCE Of THE IMPROVEMENTS RECORD DOCUMENTS SHALL BE SUBMIT TED ELECTRONICALLY IN BOTH POT AND AUTOCAD FORMAT PRIOR TO F RICO ACCEPTANCE AS BULL T DRAWINGS SHALL BE SIGNED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER 23 INSTALL MARKER POSTS AT FRICO 3 ROW LIMITS ON BOTH SIDE OF THE CANAL TO DESIGNATE THE LOCATION Of ANY UNDERGROUND UTILITIES ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES 1 ANY EXISTING FRICO ACCESS ROAD 1HAT IS DISTURBED DURING THE CONSTRUCTION PROCESS MUST BE RESTORED IN ACCORDANCE. WITH 1HE FARMERS RESERVOIR AND IRRIGATION COMPANY DESIGN CRITERIA SEC TION 4 3 1/4 OF SECTION 25, AND THE SOUTHWEST 1/4 OF SECTION 24 TOWNSHIP 1 COUNTY OF WELD STATE OF COLORADO ROADWAY IMPROVEMENT PLANS (FRICO SUBMITTAL) VICINITY MAP SCALE 1 - 2 000 FRICO APPROVAL BLOCK THE SIGNATURE OF THE GENERAL MANAGER OF FRICO IS FOR THE PURPOSES OF ACKNOWLEDGING ACCEPTANCE Of THE DESIGN OF THE PERMITTED STRUCTURES ONLY THE SIGNATURE SHALL NOT IN ANY WAY CHANGE THE RIGHTS AND OBLIGATIONS OF EITHER PARTY WITH RESPECT TO THE VCR 6 BOX CULVERT EXTENSION TO WHICH THESE DESIGNS ARE ATTACHED FRICO IS EXPRESSLY RELYING UPON THE DESIGN STANDARDS AND PERFORMANCE STANDARDS SET FORTH IN THESE DRAWINGS AS PRESENTED BY ASPHALT SPECIALTIES, INC SHALL BE SOLELY RESPONSIBLE THAT, AS CONSTRUCTED. THE PERMITTED STRUCTURES SHALL PERFORM AS SPECIFIED HERIN GENERAL MANAGER. THE FARMERS RESERVOIR AND IRRIGATION COMPANY BASS OF BEARING THE NORTH LINE OF SECTION 25. TOWNSHIP 1 NORT H RANGE 68 WEST BETWEEN A FOUND MONUMENT AT THE NORTH QUARTER CORNER A 1 ALUMINUM CAP IN A RANGE BOXED STAMPED -PIS 23507 (N=125405006 E=3753651 06) AND A FOUND MONUMENT AT THE NORTHEAST A 2.177 ALUMINUM CAP IN A RANGE BOX STAMPED -PLS 24305 (N=125407S.OE, E=3158090 46) ASSUMED TO BEAR 589'4377•E A DISTANCE OF 2634 95 BENCHMARK NGS P10 DH8823 SURVEY CAP ON STEEL ROD IN CONC MONUMENT LOCATED SOUTH SIDE OF CO ROB, 015 MILES EAST OF INTERSTATE 25, 225 FT SOUTH Of A 5CONC WALK AND 1 5 FT EAST OF A STORM WATER MANHOLE ON THE SOUTH CURBLINE OF VYCR 8 ELEV NAVD 1988 r 518665 OWNERIDEVELOPER ASPHALT SPECIALTIES. INC 10100 DALLAS STREET HENDERSON COLORADO 80640 CONTACT DAN HUNT PHONE 303289.8555 ENGINEER PARAGON ENGINEERING CONSULTANTS INC 7852 SOUTH ELATI STREET SUITE 101 LITTLETON COLORADO 80120 CONTACT TODD CARTWRIGHT PE PHONE 303 794 8604 NORTH, RANGE 68 WEST OF THE 6TH P SURVEYOR RED ROCK LAND SURVEYS LLC 7865 W ONTARIO PLACE LITTLETON. COLORADO 80128 CONTACT JOHN KRATZ, PL.S PHONE 303994 8300 IRRIGATION DITCH COMPANY FARMERS RESIVOIR AND IRRIGATION COMPANY (F RICO) SO SOUTH 27TH AVENUE BRIGHTON. COLORADO 80801 CONTACT OT T EDGAR PHONE 303-S7373 M SHEET INDEX SHEET NC) SHEET TITLE 1 COVER SHEET 1 DEMOt.I T ION PLAN 3 BULL DITCH PLAN AND PROF IRE 4 DETAILS 5 Wf3 60 VEHICLE TRACKING EAST ACCESS 8 Whi 80 VEHICLE TRACKING - WEST ACCESS 40 Tik H I 111.0tiT/ 4r Tiwul/w Ttwi�IJwI •Hr. .11r II H+.4..e +.plr • cm( I13.w .1 INTERIM TYPE At LRAM Skkittb MILLI us 7— I.". r art -17.4 T,\ city - lair 'Hwang* WIw Sala Grua d a w4 rah t/WA1 a AMtie K.. ..,.w Rik Ia. r-I..trr Pt tic a. QPertlr4 w Sr Parr(Arw. rye Ile Oars a arr a sop to r ear Se F1 .Ir a area al a .1 0 -S- •a, tier r.rd a aria wane MP tM r rreF w rr b,..warwrel-t— Weal rang fist rat pa •• Ise Alr.LswtY., Asa, r railborp• Ica (IL1tAIAlt IIPK:A1 C R065 *CMS A.SJMO Is. r lora H. Par Mae* • Wan ..iw.A. r roar I. Pr+r war. MOT TO SCALE h t INT'FRSGC[Il>n :err : ea •r Tar•• C.e.LH Ii'4"Hrr tan. rrr .r. rl _ Lay IIt'•• emirs le We •r .I t a Orb WELD Col:NIV PG Wit WORKS U PARTMI NI 96 VIII; Moo el% west 1 .. ..0.... Smut oltbAN t'(111111•1LIRL .—a - HULRI.NU 4 1�F:LU t IFIINTY ENGINEERING 8 CUNSTRIILtON LkITF:KIA Know what's below. Call before you dig. ENGINEERS CERTIFICATION I HEREBY CERTIFY THAT THESE ROADWAY IMPROVEMENT PLANS FOR WELD COUNTY ROAD 6 WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION TODD CARTWRIGHT PE COLORADO REGISTERED PROFESSIONAL ENGINEER NO 33385 1 2 3 4 5 6 REVISIONS FRICO TRUN PATHS FRICO COMMENTS F RICO COMMENTS F RICO COMMENTS FRICO COMMENTS 12/60018 01/31/2019 D210512019 02111/2019 06/07/2019 Przi PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET, SUITE 101 LITTLETON. CO 80120 303-7948604 ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL COVER SHEET DESIGN 1AC DRAWN JAW DATE 8/25/2019 PROJECT NO SCALE WA 17 014 SHEET I SAlo-vw II, SS ILI' T MEL YPEMOVEANO E:AME%wove w STA0.. 09 008 BEGINNING REMOVAL AL OF%STRIRtii STAbM LWWOmlal BEGI NN W G OF SAYMDn a r MILL BEGINNING OF DERMA ALIGNMENT N IMAM LA E MMES. SAVOlt ODHSTRUCTIONAIM ,7 OT18. DAP ANDOR \ / �G GAG �Gi \\C/ EAST BRANCH OF THE 0 �� ULL CATCA wIRRIGATION �G� �6_ _, "5_i __c___ G B-------- , ii\ - _ T - --I. Y/ r / DUSSTIING ASPHALT SY OF �,z_c. 0 i ROAD T DEEP (TOTAL) / / _ _8.00 _ _C W_ ,v�-- _— eWO— W��._ I__ �I.W.�__ _-I]_T4=,...,14•0 -=� ,..L- 09 JeBiE 1c001H—�~— —O —�v— ~--�-WRC6`--I N900,,E11,20.2.4 5bSE 1DVW __ EILMISCH NV/COPSEC. COMM, 9e yl _ _ _ y--6$ _ EJISW2M- _ __ _\_- —_--s1 I T REHOVEAPPROS SS Sr OF CONCRETE IRRIGATION DP,. NE VA CA �S�Cri ml /I ISTAID'7,27Z IOM"',"09Ob ( iW I 1 c ___-• - ST OF IXIroINGMILL ]ASHALT - � c_______ BTA Ib ILL 11�\ I I , 2. DEEP 0mµ1 Il ENO REMOVAL OF45TR�TK I•S�' W _�`_ _]O.W_ __--------- _9 _ 9.W_r_]yN �_�]nDJ _T__ _�9.W ------------------------------------- 'aO = I�m� 'T �-- tem _________--- y{gC6 �_ �— �V1 — REMOVE STA08]IT I _<�I _—_—�_---_— —�— BOSSY OF ISOF bANCUf ENOOFIDANCUT atT MLLL \ ASPHALT PAVEMENT END OF DESIGN ALIGNMENT. SI U / / NMA f LEGEND OSTING F WAY — _ FUTURE RIGHT OF WAY SECTION UNE V0° Yl ELEVATION COSTING GROUND ELEVATION PROPERTY COSTING=to a POSED FINISHED OWE COSTING GAS INV INVENT ELEVATION OUSTING WATOI CROSS-SECTION UNE NUMBER OUSTING ELECTRIC —� PROPOSED&OPE EXISTING FIBER OPTIC PROPOSED PAVEMENT STRIPING EOOSTINO;EKE UNE I OPOSE /SA.4TPVVEMENT DIMINO HEAD FOYER UNE ® OPOSED /SMKT MS. �VEMENT TEMPORARY NO TPET: INLET PROPOSED GMVEL SIOULOEN COSTIpY£i POLE PROPOSED ELECTRIC P COSTING ASEVALT PAVEMENT ' POLE PROPOSED RUS PROPOSED CONTOUR • ALIGNMENT OFFSET TO RIGHT NI SUMMER, OFFSET TO LEFT PROPOSED CONTOUR (BY OTHER DEMOLITIONS CONSTRUCTION NOTES PIE IF /JOE WALL If FOLPIPCOICFPAGIOR IS TO LEAH IN PIACI Know what'. below Call before you dig TURN REVISIONS PATIO 1.1001. FRCOCADVAINETO 01/01/3010 ODOLAI9 FRIOD EMS 02110010 FRICO COMMENTS mDTTA19 k PARAGON ENGINEERING CONSULTANTS INC 7852 SOUTH ELAN STREET SUITE 1E UTTLETON CO 80120 303-7S4SBTJJ ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL DEMOLITION PLAN DESIGN TAC DRAWN OW/ IaO 0.,O10 I m I m CODEFar rva.o SHEET 2 FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES PROJECT Yourynx. E ADECIUALVOF 009.5 Ammo:. An0 APNIOVE011Y FRICO FRICOS REM. OF PROJECT PP.,. ARE NECE554.4110 NAOLV ASNIRE MAY PROEM CO NOTMLWEAFFLR ME SOLE BENEFIT OF HMO 10 DE1Epholi5 IF plyMel. OVAL...FORM 10AMc ADLLDEMIX ME], alIN.l AMEANO weary EvwT1,1Tr°w�°HUN 10EgINEEIOPERATION210F RICO `ONNiv'.ACIa`oR+TRIICRranTiYFFE`FSTEEEOFGENN�1 muiae`rouPl,wa coxsialyTEAuTHORWATION 10 OE. want Pa FORM, .wo REFucE lo APPROVEA I:CHM. IF IT WNW,' THEW... OPERATIONS. FR= • A00.01.10 IMMIX OR ACCEPT 0.11 AMC', ANT 600.114A100.411AROWORRIA4A.P MAT Oa HOT CONFORIA 10 irAyillAil054.40 5 TO ROW, SWAM MG Mm mNSF,mccFGASIMTIMAT�ORAICITOFRlmuOuS yim REVEWFNO FACIITIEINCIOUT MOWN APPROVAL FROM Oil NNW GAM., NAN.. II MA CONCRETE USED FOR TNE PlICNEer SMALL =AFC., TO ALI 250 THE CONTRACTOR.. SUPPLY FRIC9 MACAO. 012121N243 AND 535CIFICATION3 FOR ALL PRE NINA .11513031C9311EINAUCIONEA TO INSURE CONFORMANCE 10.350 0 MIME INE SCE. ail BOIT. OF NE ME MILKED MO AM ED 0P TwO EA(FIxESIANP FEETOPYOKFILLAAM CIirI'010.OF if OA Gm. L OE CLAY REAT. AR WNAOVE . AT L 5.1.40 PERCENT THEREAe wo MATERO040 THEME. vircAN SE Ay LEAVoly,:reelgilg nXN n A RIMMED IrEa UM& MANOR COW.% x0 TmRIAslMUI5,UANOvnTMx 2.10 2y1OF Wad. .4:43TuRE CONTENT FILL 6.41 PuCEO MN LIT. wiry. IFAxmlyinosSE LIFT 11 21.1."•To=411RDUTTFICI. 10 BE USEDAS . CLAY LIMAGAND WALL 55 1 Ys5L.MOWLi a. M..NOIII.rFIA. M, ouMoE aMw nnEawMl,Enro 00311awu BE COMPUTER A5A112430212 MNIMIAL ON EAw Em TYPE OR AT A RATE OFOr 04 MATERA4 wmTFA VLE VOFIlltrOFTeseFovu rOlIt ETESTEv.TA a PATS EER OMAN COMPKIION 09 IF CACUIASTINCE5 WARSAW ADOIIIONAL TESTING 1NE MTN° 1.411.5EAT VARIOUS uOGE IAST14 ROY MEINOO5 TEAtt4WECZAiTERESULLTeeWM. BCE OSIMMITTICI TO FRC° AEPREBENTAT37 M111.11,I 24 HOUR.. ME MAYOR ON NE kW' ma Rao OW TrE[Vw,MwIPe All yn isod IZEOSTEREOPOOFESSONALEMIMA ADDITIONAL FARMERS RESERVOIR AND IRRIGATION COMPANY NOTES CONCRETE GENERAL NOTES OCNIMMT51,151.44.1 NAVE 4111,47,11411 M PATOOFSTRENGTHV3141,23514111411100153 REMOVED TMf1a aFORCES. STIVONIOS AATAxs FOR A 1FAµfl FEn OFCOfI,NErAl oa NOTE MAT THE NEW COWEN 1V41.21451 LEM TVA lw1ERP'Amrlrw .��,��w. BULL CANAL DITCH FINAL PROFILE LEGEND ENSTINII W OMOF WAY SECTION UNE PROPOITT UNE ENSTING GAS ENSTING WATER EINSTING ELECTRIC EXISTING FIBER OPTIC EATING FENCEUNE R BOWING OVER E. POMEIT UNE EXITING TORN NE BUSTSOTMNG 'CET 113 E EATING ASMKT PAVEMENT P110TOSEO CONTOUR PROPOSED OXEN RIO! ONIONS) ;MEM INV 55 1 I OD w FUTURE NOM Of WAY 30T ELEVATION E PSANG GROUND ELEVATION 05E0 FINISMEO GRADE INVERT ELEVATION OSOSECDON UNE NUMSER PROPOSED SLAPS PROPOSED PAVEMENT STRIPING 0POSED TEMPORARY ASPHALT PROPOSEDT PAVEMENT PROPOSED GRAVEL SNOULOER PROPEL.° ELECTRIC PROPOSED POWER POLE PROPOSED MMUS AUGNMENT OFFSET TONIGHT ALIGNMENT OFFSET TO LEFT EXISTING BOX CULVERT CROSS SECTION HOT TOSCAE 5150 INTERIM HEADWALL TO Dea( CULVERT M.SI ON I4EADWALL TO REMAIN IN RACE µD BE METED AFTER CONPERON OF BON COOT EOAEmwR PROVIDE 31.101 INFORCK FON - RoNFORGNG CORE SIONBS1 FFpA••TOSIOTO VATUI- ECTIN051TCULVERT BOA 20 LF OE 517117 NCBO d 544 I_ MACH EATIN0GRADE REFER TO CONSTRUCTION JOINT TO EMTIK CHANNEL DETAIL ON %MEET 4 El GRADE® DIMNCL, , 5140 N SABONORADE OVER IS MOISTURE • RECOAPACTED SIBOCE M 5,15 -0450 Y 8 0.03 1 ASPHALT !ACUMEN • 1 GRAVEL SHOULDER - MEW' TRAVEL. LANE PROPOSED ASPHALT -- EMBED AND EPDXY ,C EPDXY COATED90 I 17 OE .5 SIDES -1 DRS17111 RW -i - ®deli tC O,TOG LO CRACTOR TO VERIFY IP MST. CULVERT AS TOE WALL BELOW WADE IF TOE WALL BUSTS PROTECT INRACE_- ]VEREXLE µACT CUSS 1 A. PER CLOT 1,10,1 BONI SCALE 1 201 VENT SALE 1 I I 5115 BULL CANAL DITCH INTERIM CONDITIONS PROFILE maOSEO ASR/MT MOE OF MKT (FULL UI DOUT) IEMO414522ENT REMOVED ONCE WA VENT MEMNON s Rrn�m� STIFIAWWADOLES MAW EON CULVERT TO PROTECT IRRIGATION 17071 TpaONADYXERS 2BARMEN TO BE REMOVED OKE BOX[LRVERT I EXILNSGNL9COVTRUCTED APPROVED AND FINK GRADE'S ESTABLISHED _— TEMPORARY BAND IMO TO NIEMANI CLEAR OF TRAVEL UNE EDGE OP TRAVEL LANE I----- ---I _ I _ _ I I I I Z VENT SCALE 1 5150 5140 d+n Know what's below Call before you dig 0.20 1.W REVISIONS I/�, PARAGON ENGINEERING CONSULTANTS INC ARCO TRW WKS 1267010 _ )552 SOUTH ELAD STREET SUITE 105 ARLO COMMENTS V , I UTTLETON CO 80120 3012B48BE LLABAENTS 02•050110 15 10100 1R ASPHALT SPECIALTIES NCR 6 FRICO SUBMITTAL FRICO COMMENTS OOOP2,M BULL DITCH PLAN AND PROFILE DESIGN DRAWN 505 !DATE 172./20,5 ,SCALE 1 SD SHEET JAW !PROJECT No T ¶0(00) CONSTRUCTION JOINT FOR CULVERT TOPJBOTTOM SLAB AND WALLS NOT TO S.LE PROVIDEVUTERSTOP AT JOINT MISTING CONCRETE CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL (EXISTING LINING THICKNESS <B INCHES) MOTTOS..E PROVIDE WATEISTOP AT JINNT PROPOSED CONCRETECHANNELA r+ r DRILL ALTERNATOR] 1711 DEEP M. 101 DEEP 1117 HOLESelrOC INTO CENTER OFEA5PN0 CONCRETE CLEW N tla 0.0 11.21-0- oasnA0 CONCRETE �--. 00521 CONSTRUCTION JOINT PROPOSED CHANNEL TO EXISTING CHANNEL JEXISTING LINING THICKNESS 08 INCHES) MOTTO SCALE EMBED EPDXY.. 1011.0110 EPDXY COATED BARS 017100 AU. SCES CURER BARS 111 METING CULVERT WALLS/ SLAB AND BEND AS REQUIRED INTO NEW CULVERT TOP AND BOTTOM SAR RENFORCEMENT RE CCOT .1131 1 FOR BW SIEAAD SPACING NEW BOX CULVERT TOP & BOTTOM SLAB REINFORCEMENT PLAN MOT TO SCALE TOP OF GRADE ED aOMMACTEDSJEGuDEiO 03. STANDARD PROCTOR PERM. 05521 UNDER 5LABON GRADE Knorr rhet below Call before you dig PM Sd RE I4,01 I FOR SORCIAVET DET SHEET SECTION AA NOT TO SCALE NEWMVEAT . FASTVN ADVERT WN ONALL RE COOT IMIA u.DESIGN FORMC W TOE L TTTP OF EACH SOU I 100 NEGRADER:.EVA FE BARE GRADEE AT1010 AT C EACH WAY CENTERED IN SUB, PROVIDE RI- LAP SAUCE. RECU RED PROVIDE HEADwKL AT al EP., COATED DOWELS BEME. NEW Re ,RAB REO...AI Mf CULVERT! EASDxO CULVEgT RE CDOT 40111 FOR TEINFORQNO PROWDE TOE WALLA, CONNECTION B_I.. NEW CULVERT a ERVItDMVERT RE ...RR 1 FOR PDNLOROMD SECTION B -S NOT TO SCALE IF EAST No CULVERT NA9 OE S1OWGIME TOOTPME RE 00005 PARAGON ENGINEERING CONSULTANTS INC w TURN PATHS 1167010 7552 SOUTH ELATI STREET SUITE 105 FRC° COMMENTS 0101.10 UTTLETON CO 50120 323-784-8604 PRICO COMME7rs 0121!2010 10 ASPHALT SPECIALTIES WCRB FRICO SUBMITTAL FRICO wMMENTS 1pG10010 DETAILS DESIGN DRAWL SOW IMrEg “011/10/2010 'SCALE I IT 014 SHEET I I S 4 I I w EAST BOUND ENTRY EAST OF BULL CANAL DITCH i • • • 12'1 • 2.00 4- . V Vehide Diagram WB-60 -'Dade Bottom` Sent -Trait Ft/ Trader Overai Lenyth 69t W -so O 'e ran IA Overall 0arau Min MIon ' 0 rtau riO Cl na entices 'T'ra cN: Wtdtat LC![-t=r-to-tot-7F- ct me 0' So bt ry, tp aladtutk - 9 .a tat ! 41icttnsin •. i.e rl ota1 VV tats WS aa1. ►-ielp It t es Skirl^ •- railer to till 'V' rat Ober CI S-OO On a. soon* la. / 4.n 1 62t art 1!. is can 11"") me. TURN TEMPLATE DETAILS USED l- - w s w a — _s,00 12' THROUGH LANE =wan t= • • • • • • EAST BOUND EXIT EAST OF BULL CANAL DITCH Know what's below. Call before you dig. • C r t e s a a 4 C NOTE THE TRUCK PATHS SHOWN ON THIS PLAN WERE DERIVED USING AN AUTODESK PROGRAM -VEHICLE TRACKING- AND A STANDARD we -So DOUBLE BOTTOM SEMI -TRAILER FROM THE PROGRAM 2 3 4 REVISIONS FRICO TURN PATH 1216/2016 FRICO COMMENTS 01/31/2019 5 FRICO COMMENTS FRICO COMMENTS FRICO COMMENTS 0205/2019 02/11/2019 06107/2019 HUNT BROTHER PROPERTIES INS PARCEL NO. 1467251 i :0 PARAGON ENGINEERING CONSULTANTS, INC. 7852 SOUTH ELATI STREET. SUITE 106 UTTLETON, CO 80120 303.794-8604 ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL WB-60 VEHICLE TRACKING - EAST ACCESS DESIGN TAC DRAWN JAW DATE 61 /2019 SCALE 1- = 50 PROJECT NO 17 01 4 SHEET 5 EAST BOUND ENTRY WEST OF BULL CANAL DITCH I TURN TEMPLATE DETAILS USED EAST BOUND EXIT WEST OF BULL CANAL DITCH Im_ OP OP _ -12 THROUGH'LANEi - { KW' BROTHER PROPERTIES Oa PONCE. NO 1467251 5oiE ROCK WKS SNOW. ON 1141S 0.Ni MERE DERIVED USING W310 DOUBLE B011014SEMMINLIM FROMM. PROGRAM REMSONS PARAGON ENGINEERING CONSULTANTS INC 7552 SOUTH ELATI STREET SUITE 100 UTTLETON C050120 301794-0704 1a ASPHALT SPECIALTIES WCR 6 FRICO SUBMITTAL 5 F1000 COMMENTS 0507/2019 WB-60 VEHICLE TRACKING Know what's below WEST ACCESS Call before you dip TAG IOAoE +e I� 57 SHEET on5ir.M JAW PROJECT NO 7-014 Esther Gesick Subject: FW: Hunt brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:12 AM To: Barbara Kirkmeyer <bkirkmeyer@weldgov.com>; Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt brothers site Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Forwarded message From: Mary Maxwell <'acaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:46 AM Subject: Hunt brothers site To: <bkirkmeyer@gmail.com> 1 • Esther Gesick Subject: FW: Hunt brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:12 AM To: Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt brothers site Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. 3/6 Forwarded message From: Mary Maxwell <acaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:46 AM Subject: Hunt brothers site To: <bkirkmeyer@gmail.com> 40•,. • r,•,I1• •'�' . , .. • ' f S' I • • •! M r 1 ' 1 t • evil. ti 7 5.5 ` ►► �.. gar' .- 4 • Y ' r ; ,1 ' a. ic9f44 ki a 1 ►icel'� rl• r�,�1, •a. ..fY',,pt A't1i 1,0) ; t f 7 0, r • i T 1 • 1 . :0 „ 1r. , rI - ..i S —r.. M t : ' �. :..r..•. :'• e Nj it 1 • i "If %AV A fe ik • ii._ r .► . tI 1 :t a, N. V I1 . • ft r.' • 1 Esther Gesick Subject: FW: Hunt Brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:13 AM To: Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt Brothers site Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. 4/6 Forwarded message From: Mary Maxwell <jacaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:45 AM Subject: Hunt Brothers site To: <bkirkmeyer@gmail.com> J A ( of r"3 "ei T A cj 1 1rrY .yr T `fbi ,- .41:y.• !-fir I L -.. - r• �' I � - Y f {•-. �- r ...T� iF4� ♦. `'.Y fir.:p\ 'r •.'\ •,ti.t� .•.«•"-L.-••'rfI;_ w .fr • rarx Q: �iilw7� M d N �`Y'•,Fi• 1. . •.7).t •\,4 . !. . r + .E\ to • . -, i T� ,l t.;t:.:.....s.t.7).t.;.:,-,./tr... r. � s, L'�'r .� ..• s. r .`1 II ;?..,..H•:, t+2 --,,,..--,r.: 7 i 1�7 �� f t't r. r: TA. Esther Gesick Subject: FW: Hunt Brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:13 AM To: Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt Brothers site Caution This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. 5/6 Forwarded message From: Mary Maxwell <jacaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:44 AM Subject: Hunt Brothers site To: <bkirkmeyer@gmail.com> Esther Gesick Subject: FW: Hunt brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:14 AM To: Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt brothers site Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. 6/6 Forwarded message From: Mary Maxwell <.acaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:44 AM Subject: Hunt brothers site To: <bkirkmeyer@gmail.com> Esther Gesick Subject: FW: Hunt brothers site From: Barb Kirkmeyer <bkirkmeyer@gmail.com> Sent: Monday, July 1, 2019 6:11 AM To: Barbara Kirkmeyer <bkirkmeyer@weldgov.com>; Esther Gesick <egesick@weldgov.com> Subject: Fwd: Hunt brothers site Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Forwarded message From: Mary Maxwell <jacaranda1957@gmail.com> Date: Mon, Jul 1, 2019 at 3:47 AM Subject: Hunt brothers site To: <bkirkmeyer@gmail.com> 1 Silos, conveyor and some tanks removed. The plant cannot operate without the conveyor and tanks. CASE NUMBER: APPLICANT: PLANNER: REQUEST: LEGAL DESCRIPTION: LOCATION: PCSC19-0005 HUNT BROTHERS PROPERTIES, INC. / ASPHALT SPECIALTIES COMPANY INC. KIM OGLE POTENTIAL NONCOMPLIANCE WITH USR16-0041; A MINERAL RESOURCE DEVELOPMENT FACILITIES INCLUDING AN ASPHALT BATCH PLANT; ASPHALT AND CONCRETE RECYCLING OPERATIONS; ANY USE PERMITTED AS A USE BY RIGHT, ACCESSORY USE, OR USE BY SPECIAL REVIEW IN THE COMMERCIAL OR INDUSTRIAL ZONE DISTRICTS (HEAVY EQUIPMENT MAINTENANCE SHOP, ADMINISTRATIVE OFFICE BUILDING, QUALITY CONTROL LAB, LIQUID ASPHALT STORAGE, COMPANY FUELING STATION AND OUTDOOR TRUCK AND EQUIPMENT PARKING, STAGING AND STORAGE AND RAW AND PROCESSED MATERIAL STORAGE WHEN SCREENED FROM PUBLIC RIGHTS -OF -WAY AND ADJACENT PROPERTIES) PROVIDED THAT THE PROPERTY IS NOT A LOT IN AN APPROVED OR RECORDED SUBDIVISION PLAT OR PART OF A MAP OR PLAN FILED PRIOR TO ADOPTION OF ANY REGULATIONS CONTROLLING SUBDIVISIONS IN THE A (AGRICULTURAL) ZONE DISTRICT LOT A OF RECX16-0183 AND LOT A OF RECX16-0184 BEING PART OF THE NE4 SECTION 25, T1N, R68W & PART E2NW4 E OF RR & S OF BULL CANAL OF THE 6TH P.M., WELD COUNTY, COLORADO SOUTH OF AND ADJACENT TO CR 6; APPROXIMATELY 2000 FEET WEST OF CR 13. _ if -..71;"'"• !� P � ; ;., V. a: ' 21(1at tuts: tifL Ai 1,4 Al 'r ' -, nip ••••Y i •t... lY.. • - r' " stideal —• = _ .= —� . a- 1 ▪ = r Afilfir‘ o ,,.{ • '- .may,: _ y, fir • l� sr ;4,:.14-91.4%-v y • w• r Public hearings concerning this ro _ _-- • . P Reny will be heard before the County Planning Commission and Board ofCounty Commissioners. Both hearings will be held at: WELD COUNTYADMINISTRATION � {' �� BUILDING ° Street • Greeley, C 80631 Planning Commission Hearing will be held on 2`;at Board of County Commissioner Hearing will �vrJl be held on 20IA; at 13:0*;464.4 Applicant: Request: Show Cause, PCSC1g-0005. concerning Permit, USR16-0041, (Mineral ResourcUse by Special Review Facilities including an Asphalt Batch Plant; AsphaltDevelopment Facilities Operations; any Use permitted as a and y ht, Accessory ce Recycling or Use by Special Review In the Commercial or industrialyZa Use, Districts, (heavy equipment maintenance sho building, quality control lab, liquid as p1 administrative office and outdoor truck and e � equipment parking, staging and halt storage, company fueling storage and raw and processed material from public rights -of -way material storage when screened property y and adjacent properties) provided that the 1 p rty is not a lot in an approved or recorded subdivision plat or part of a map or plan filed prior to adoption of an controlling subdivisions in the A (Agricu} Zone District y regulations - — - Case Number: , �,, ,�,E, ,� _�� 'S Acres: FOR FURTHER INFORMATION PLEASE CONTACT AT THE WELD COUNTY DEPARTMENT OF PLANNING SERVICES, AT 97.0-353-5100, ext For Additional Information visit www•weldcoun AT7FiVT?lug:Pr:pase�dCon&efonrnbred mill are Specific Verr, prierrFtanOrd G�eb I�nningt�aSGes�� but nisi tsedta �rnberR°+u.vcba the ntng [ st1'hnnal ardni ' `jfyi4 164'r 6 llfp11.9�fa BQpria Gf C+9st1Yt�+�yRM. �Arlin •"thiteit's 12.4 de • ;Oa � l - - _rata 4J iJas • r •Y ":164°11 litre r rit •••._� �ar ,T. tiro; P'- _J!'ivrF r L.�'..F ria a s 147 • sa .f'r7� r• '! J 1; •' .ILL yi - . CC • ----ag.- J •r - g'' d-. 14-iJfi tiv ' r •.. rri . .341 f a -5.„:-.....itii -,,..-- .. ,....,_.- ...Nen via i la_ Erse 1,4 -' - r tr r :4 ia, J:M1rJ. _ _••r.z• t r..�,•.. ra 4 ors em ilk %IC ,,n '- , 41 ir ._ -. txfOa .ti .s f stel4iperas‘- { yc • 4 L - 1 Jam,_ - Sign Planting June 19, 2019 I 'U` CR 10 166W L6 56W L. 50 175 AVENUE V' 13 I A FREDERICK (11N6$V,) 15 011168W 22 LOt4GV'IEAT _ ROAD �. JOHNSON cc Lid. N E LOW ELL Ee LAME pf rr HIGHWAY 7 --- . r- a• L I. i J - • • I '•tip: t 1 • - •-o 01NSUW I. 2 WIN • 1.i U, ee SPEEDWAY BLVD N 68 1'. SNS ROOMFIELD 01 ICI 68W hotier r Dr 1 oi[168V/ 17 SUMMIT BLVD 1116 41,1 6 I 01N67W /GA v DA CO NO AN 6 eSW 24 IN CR$ WCR6 I ce I S a C C I 01N61W 3 (97103 7 1"t r ci 01N61' WCR 12 WCR 12 r I r i re i I\\1/4\4\\\A:ti. i‘Sksik• - -r 70. • cn>. tics\ 01N67W 20 -_�_--7SPHAILT SPECIALTIES COMPANY USRI6-UU41 ce 3 I I aV CR 4 WC R 4 Ira X pi cc IQLfl I ''a,LR el WCR 6 I V/CR6 I I I I I I I I I r I r I Li to it— � I lit 3 us 1 IN167VII 01N61W 61 32 i T 33 Ir II7 I IL I K I L) I .3 I r 01N671" 4 r 0 I � UltitaiW. 9 Well 10 NO7W 16 C 8 r U I 011167W W0R 112 r U DiNa67W 10 r Li � roam 16. WCR a 7 T C R S 01N67W r 22 re I V.'CR 6 CR WCR vipaF& 4 I I 71'T C R. 2 ADAMS WCR 4 01N67W 28 WCR 4 I. I''C i I Wes,. r U irg 3 INCR2 O1NOIW 27 W'CR4 01N 670,1,:: 34 W CR 2 Project Vicinity Map Summary: A complaint was received from a surrounding property owner and there were concerns raised by the Departments of Public Works, Building Inspection and Planning Services staff for the activities and uses on your property that may not be in compliance with USR16-0041. The following is a summary of the complaint: Conditions of Approval as itemized in the Board of County Commissioners Resolution dated March 8, 2017, not being met Operating without the appropriate Permits Construction of the Facility without obtaining the appropriate Electric, Building and Public Works permits and approvals The Board of County Commissioners at the May 8, 2019 Probable Cause hearing determined there were alleged violations occurring on the property and the violations included not meeting the Conditions of Approval and as a result were alleged to be in violation of the Development Standards. Weld County Public Works, Planning Services and Building Inspection have been working with the property owners to address the were alleged violations occurring on the property including meeting the Conditions of Approval prior to the recording of the USR Map Condition of Approval 1.A — Access Permit The applicant shall provide the Department of Public Works with an updated application for an Access Permit for the number of access(es) approved by the Board of County Commissioners and place the Access Permit Number, on the USR map. The Department of Public Works issued an Access Permit # AP19-00199 on June 11, 2019 - JL r't�. • .r -"-^:f.. f Condition of Approval LB — Recorded Exemptions The applicant shall submit documents associated with meeting the Conditions of Approval; submit payment for recording the plats; and submit the signed Mylar for 2nd Corrected Recorded Exemption No. RECX16-0183 and 2nd Corrected Recorded Exemption No. RECX16-0184 to the Department of Planning Services for recordation. The applicant working with the Departments of Public Works and Planning have submitted revised 2nd Corrected RECX16-183 and 2nd Corrected RECX16-184 survey plats to address the approved and permitted Industrial Access for recording. This action occurred on Friday June 28, 2019. 2ND CORRECTED RECORDED EXEMPTION NO. 1467-25-1 RECX16-0183 WELD COUNTY NOTES: IC COUNTY RD, 6 1N 0 d L'IiVI Y iJAP: 1" — 15(20' DITCH ACCESS ONLY R10HT-OF-WAY FOR THE EAST OH OF TIME CANAL NO. 209154 ✓ if r coimmi?..tv.Dructisi MAAR 1 2 ALUMINUM PLS 235C0 IN MONUMENT 00:L 010 NOT ACXPT. 1303.46' I4 "I.I UNt NGYJIUS Me DtLUA L'HL € BtANINE CHUIO) Cl 171.23' 55.77' 1839'36' H33'14'4DIE 55.52' C2 610.85' 236:16' 27.284' N12.4111'7 237.83' CS 021.42' 214,34' 14'5701 N56'OO'11'W 213.73' C4 570.42' 114.47' 112'6"51` NOT43'Sfl 114.27' CS 76.91' 63.96' 46'51'26° N20'S6'42'E 62.26' CO 2602 3' 47.7E 21'51.07 58 non 97.20' C7 792 zO' 84.37' DC 1044' 5RY54'5r7'E 84.33' C8 699.es 226.84.' 16'48'68" S7r+1.44'E 225.12' ' 09 206,02'30' S5r49'09t 65.7'1' CI3 257,32' 143,69' S2'5W4S 5,30'47411'$ 14;x.93' Ci' 335.81' 158.74' 27X04'36" S2S'2I'O2'E 157.27' G I 2 641.99' S4.'E" 30'44'00' ) 74'51'21t 37.73' cu 3Cr'i.C4' 171.1 D' 26'49.43' H:r4253u'E 1®8.60' C14 65-00' 102.12 60X00`55' 1444'40'12'V 91.94' CI5 I0'3.CT 154.91 9' it 00' N44'40'371 1444'40.4.rt IA6.4Q' iuII.C C16 T.04.) 111.91 9l • 04 C17 75.00' 117.81' IOW'OD' S45'19'2YE 106.07' CIS 58.00' IC2.10' 60100'00' 5x140'3716 91.92' CI9 85.00' 133.52' 9010740' N44'40'37TE 120.21' b Wrii- Wt. %TWNT EbG ACCESS LREfa"11NS RESUMED Q ANT? LOT A GROSS: 22445 Ac.{ NET: 20.64 14+ — 40' STIRRED ACCESS JI UTILITY OF NEC 16 81�IWNL0TS Ak B n or REQXI6-0154, FOR TIE EMERY OF LOTS A t El OF FECRIB-DUDS MAiD LOTS A dl C Or PC 016-4184 (REQ NNO 232900$) r I PPEMNE EASEMENT II � (RIC. No. 2238573) 1 I. —`I Iv---` coPIPOJNE EASENSIIT A,.. I I LR�• NO. i6663 M LOT El RrCX 6-01134 rf oiLicos ma Ow) SWCR_NE 1/4 SEC.2S, T 1 N, R SE W, FOUND 3J4' 4EBAR WITH 3 1/4' it NJ .A', PLS 27259. Part of the Township 1 North, County of Lilt tMM'IN41 UluIAN Lt Li NOT59'C1"rW 130.14 L2 NDl'2S'10t 1223E L5 57r36'41 -E 123.98' L4 h 89'55'C9'T: 325.76 INS SA1016' I re 74,36" L4 SaC`56'13'E I 454.61' L7 505.17.15TE 135,86' L8 5,4 r5S'21'E I 619.27' L9 h0ieSS"S t 294-09' L70 h5744'04"E 41.15' ill h4U10`erE 162.03' Lit NQC1$'23 * 600` LT5 IN 89139'47.1 I 105.22' 114 hRE40'S7't i 486.16° L15 NOC I9'g3"W I 33729' Ll IS NCI; Y' 21-W I 115.1.1* L17 scowl 3'E I 695.32' LIB IsEAr39'47t I 40.07 1.19 NOC'20'13'IM I 55:s,3C' L20 NERE40'37'$ 497.52' L21 NOC19'231W 222.79' 142 SO740'371Y 196AC' 1,25 SOR19'23% 2227E' L24- 56R'4Q'3T'W 602.58' NT COUNTY ROAD NO. 6 RIC—OF—WAY / JU*. I, 1921. UK 55, PO 107 ROC. N0. '5'Ce8) wenn/ Ian' - .4 1311.88' j PSE1JMIt4AFO T 0 APPROVED 10' Annuli.FUTURE RQW s� s N L16 FOR COUNTY ROAD P40. 5 I 10' NCIJ-EKCLUSIvE CWCWO WATER UTILITY LIRE EASEMENT P. L20 C10 r m .a LIR LP. Ih I —4J5'14-1l-rQF N. I -WAY FU2'L I k1tJ. ::AXE LAILNAL pit. 1 LREL'. NO. 136° ;3) T r It • LStvAKAI OR'k' 7F' TRAA'LFAIESICN HE RIGHT -CIF -FM 1 P.FC NC irm4.11 3s' TIANENISSICN 148 RIGHT -OF -kW ,RFC. NO .1€3PARS I /1 --t _r 'w LOT A RECX16-011H4 TANK BATTER L,'Ri0SS. 5x_35 h ET: 95 25 i —C11 E.873P." 7L55,17' S 1/2, S 1/2, NF 1/4 1149' r25TE 2635.49' North 1/2 of Section 25, Range 68 West of the 6th P.M., Weld, State of Colorado. Sheet rC E can. NE 1/4, SEC. 2 1 N, R ES 'A' VOLNO 3 4"EBM WITH 2 I/2' NUN AP 3 I S 24305 IN MOAN' NSF4o 3T`E 40.00' ec I A R=3070.00' A.07,AIF Delm•O '49'07' NO161 WSS'1 A' 0.97.45' 1, EXCEPTED RARCEL & ADDmcNAL ROW MR COUNTY R..AL HO. 13 (REC. NO. 3229333) 40' ADDITIONAL FLITS sE FOR COUNTY ROAD NO. I • 1 63 Fr a R-2430410' A.93.01' odkk,-0 r 4O,C8- NC1'19'6E14 CE.03.o1° OITCII ACCESS- . OWL" <to LI C12-ki morn OCEAi' LON Ni'LICATION mass. IS A SEPARATE PARCEL THAT S OWNED SY HUNT BROTHERS PDA cowrits48 toOTRERS OP UTIUZFDSYTHE vQM BE PRCrtrnt OWNER AFTER OBTAJNING THE APPROPRIATE PERMITS AS APPLICABLE THIS D'rrURCCEi NOT FEMME) THROUGH THE SE C. NE1/4,SEG. 2 7 I N, R 66 WWI FOUND 4' REAM VTTH1 3 II U j4s ALUM UN- CAP, PIS 3i60U 1 of 1 PROPERTY DESCRIPTION: ALL OF TI -AT ',AWOL Or LAND DESCRIBED IN DEED RECORDED FEBRUARY 24, 2017 A5 PECEP1CN No 426068s, LYRIC EAST OF THE R?CHT-tS-WAY OF THE EAST BRANCH 6F THE BULL t.A1J41. AM": NORTH OF THE RIGHT-OF-WAY OF THE BULL CANAL LATERAL NO. I AS DESCRIBED IN DEED RECORDED CECENJEEP 11, 1914 AS RECEPTION NO. 208153 IN THE RECORDS OF THE CLERK MD RECORDER FOR WELD CCLlh1Y, COLORADO. OWNER'S CERTIFICATE: WE, THE LINDERSIVIED. OLIO THE SOLE IN FEE OF THE AWE DESCRIBED PROPERTY 00 HERW I&Illi E lit $1141 kS HOW OWNER AND IS D159 , WE UNDERSTAND TO AAFR5 FOR RTIC 15 LOCA IN THE +WF4CULiURAL CONDUCT O4' OTHER USES BY RIGHT. A ESSGRt USES. 44D USES 0- SPECIAL REVMCW. HUTII BROTHERS PROPEERIE5. INC. A COLORADO C,ORPQIRATgN two. W. HUN- - PTTOiDDIT RTC FOREGOING CERTIFICATION WAY A KNOWLMGW ETAIRE ME 9Y' DANIEL W_ HINT - PRESIDENT 1-#S DAY OF A.D., 20, COUNTY Cr STATE Cr )ss MY COMMISSION DfRES: NOTARY PUBLIC WITNESS MY HANG MD SEAL EASEMENT CERTIFICATE: WE. TIM UNDERSIGNED. DO IIERE IA DEDICATE. roR THE ectcni or TIE P3OPETIT SHOWN OR DESCRIEREO HEREON. EASDIEVTS'OR THE PURPOSES SHOWN 9Fr DESCRIBED HERECN. AUNT LATHERS PROPERTIES. INC. A COLORADO CCRRG?NATQN DOC W- HUNT - PR +CENT PLANNING DEPARTMENT APPROVAL: 1145 PLAT IS ACCEPTED MID APPRC'.'ED F1'' FLING. DEPARTMENT SF PUNNING SERVICES C3RECTOR 118 FINEOCIPIEI CERTFIOATHON WAS ACKNOWLECGE3 EEFORE ME EMS__ DAY OF , A.7 . O0IR4T7 OF STATE OF ss 23 MT COMMISSION _Y -ELLS: NOTARY PL BUG WITNESS MY I;AN' +(RID SEAL SURVEYOR'S CERTIFICATE: I cuirm D. MOOS, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO HEIEBY CERTIFY THAT THE SURVEY REPRESENTED BY THIS PLAIT WAS MADE LNiR MY DIRECT SIPER4SCN, AND THAT THIS PLAT IS AI ACCURATE REPRESENTATION THEREOF. I FURTHER CERTIFY THAI THE SURvey Amo THIS PEST COMPS WS AWN Ai .l APRMORIF Rut TS, RFC'IIATIOM ANTI INS !aF THE STATE OF COIXP. (DO STATE BOARD OF REGISTRATLpN FOR pRoressoNAL $'NCI NEFRS AND PRfFFSSIDNAL LANG SURVEYORS, AND WELD C:MTY. THE SLRVEY DOES HOT CONSTflJTF A 7RI.F SEARCH RY MF TO DETERMINE OWNERSHIP. CURDS. D...1005. PIS 37971 FOR AND DM EERA F OF: AMERICAN 1' T LAND SURVYNG CO. A CCLCR"C.C CCRPDRAV`CN NOTES: I) BASIS OF BEARING! THE EAST LINE OF THE NDR7HEAS /4 OF 5ECTON 25 TOWNSHIP NORTH, RANGE 68 WEST OF' THE AT'Fi P.M., IN WELD COUNTY COLORADO IS ASSUMED TO BEAR SOUTH 00.29'23' EAST AS MONUMEWTED HEREON. WIN ALL 8EA41HGS 5HCAWI HEREON RELATIVE THr°, 2y ANY SUFWee MONLILIENTRORRNWHO LAND BOUNDARYYMONUMENT ES OR ACCESSORY, OESSORY, DEFACES S A U CLASS TWO (2) LIISOFMFANTJR PLIRSWUJT 7'{1 STTIOF %TATAR IR-4-4C,P1, f.R R. 3) CERTIFICATION D TNEU: TIC USE OF THE WORD 'CERTIFY OR 'CERTFlCATION'BY A REGISTERED PROFESSIONAL LAND SURAENER, N THE PRACTICE OF LAND SIRt'vEYNC, CON.STiUIFS AN EXPRESSION OF PRO TANK*',! RHFCARDINC THOSE FACTS OF PSNTXN S WNUCJ+ ARF SAIRFCT or THE CERTIFICATION, AIM RS NOT CMNNSTTT.ITF A U WARRANTY OR GUARANTEE, FEINER EXPRESS OR IAN IFn. EMI 4) ACLX:RDING TO COLORADO LAW YOU MUST CONAIJENCE ANY L!64 ACflC+NS BASi7 L'ON A DEFECT IN THLS SURVEY WITHIN THREE YEARS AFTER YOU FIRST CISCO'JER SUCH CEFECT. IN HO FWFNIT LIMY ANY ACTION RASH) UPON ANY DEFECT IN THiS S'JRVFY RF CO VFHCFD MORE THAN TEN YEARS FROM THE DATE Cf THE CERRECATIOH SHOWN HEREON. 5Z THE SPECIFIC RIGHT -CF -TRAY DOCUMENTS SIJOIN4 HEREON ARE RECITED AT THE REQUEST C. THE WELD COUNTY DEPARTMENT OF PUBLIC WORKS. le THE LCCATIONS OF EASDI 475 MD/OR RIGHT-OF-4MS SHOWN HIPEON ARE HASID L1PON RESEARCH CONCUCMO 3Y AMERICAN WEST -*ID SURVETIC CO. 7) Si. DISTANCES SHOWN HEREON ARE RE N ri•D IN U.S. SURVEY FEET. Bl THE N}AINISTRATWELY APPR CNED 2140 CORRECTED R^_1CS IS TO ADDRESS AN JUIGFJMENT ISSUE FOR THE PRIMARY ACCESS TO THE PROPERTY FROM COL NTY ROOD 6 AND TO MEET spAcuro REQUIREMENTS FOR DRI4EM'AtS MD COUNTY ROAD 13 . COLORADO BOULEVARD. GRAPHIC SCALE gALL PROPOSED OR EXIMS STRUCTURES WILL DR DO MEET THE MINIMUM SETBACK AND OFFSET (STREW -FRS FOR THE ZCJE MERCY IN WHICH THE PROPERTY LS I CCATFD. PURSUANT TO THE OFFIh(11DN CF SETBACK IN THE WC COUNTY CODE, THE REQUIRED SFIWCK IS MEASURED F4G1 THE FUTURE MIT -OE -WAY INC. ' NO BUILDING OR STRUCTURE AS DEF1NE0 AND UNITED TO THOSE OCCUPANCIES LISTED AS CROUPS A. B F C ,L_U AND R IN SECTION 302.' OF THE 2012 *TEPRITiO1'ML BUILDING OCHE, SHALL BE 'WITH N A 20O -COOT RADIUS or ANY TANK BATTERY OR WAIN A iSO-7'007 mews or ANY NELLIUD OR WITHIN A 2S -TOOT RADIUS or ANY PL'JOGCD CAR ADANELONED OIL AND GAS CELL. WF11 MEAD OHE@UmE A AOII FR4H,1 u. t TERMS Tor TH15 N AACCCC W*NCEUSMTRI ANY SUBSECTION 25-6-1O,C OF THIS CCOE, ANY FUTURE STRUCTURES DR USES ON SITE MUST OBTAIN THE APPROPRIATE ZONING AND BUILDING 3 LOT A IS NOT ELIGIBLE TDB A FUTURE LAND EXEMPTION N ACCORDANCE WITH SFCFI)N 24-B-20.0.1 OF 1W M2' D COUNTY CODE. 4- T14F ARCFST MOT OF MIT REN7)RtTD EXEMPTION MAY NOT RE IFSS 'THAN THIRTY-FrvF (7 51 AC.RFE UNLESS APPAOQED BY THE WELD COUNTY BOARD OF GOWASSIONEs IN ACCG`RDAHCE SECTION 24 -B -40,P, OF THE EVES COLNlY CODE 5)PRICK TO THE RELEASE OF BOURNE ?EMITS, WE APPLICANT SHALL SL3MIT A RECORDED DEED I* 81AIRIN: THE LCT UPON WHICH 11W 3UA THNG PERMIT L' RFOUFSIFC WITH THE RUII DING PFRN:J7 APPLICATION. THE LEGAL DESCRIPTION ON SLCH GEED SHALL INCLUDE THE LOT CNEICNAIiCN AM) RFCORDFfi FYFMPTlON NUMBER. 5) WON TO THE RFIFLSE OF BUILDING- PERMITS, T1 -E APE ANT SHALL SHINTY -NONCE TO NE DEPARTAIEMT OF PLANNING SERWCES THAT LO' A AND LOT B -WE .2'H AOE]LIATE WATER SUPPLY OF SUFFICIENT (quAiiTY, COMM/ 440 IET'ENDABIUTY. 7) THE 'ROPERTY OWNER 'WWII CONTROL NOXI U5 CC ON THE SAE. 8) THE 44ISTORICAL FLOW PATTERNS MD RUNOFF AMOUNTS AI-. 3E MAINTAINED ON THE SITE. 9 LIUILUING FINIALS SHALL It OiIAWW FFilL*K IC THE CC NS HLFCIIUN D! ANT EUII. INU. LIILDIN05 1 I MILLI Ht Ut4VNITION OF Pei AU EXLMF1 hlutuiI4 1$k NIL HW%aJtMENIS ON SLC ILMN 21? -1-20 MO SECTON 29-3-20.6,.13 OF DIE WELD COUNTY COLE DO NOT NEED NJIWITNG PERMITS. HOWEVER. A CERTIFICATE CF COIiPWNCE MUST BE FILED WITH THE PLANNING DEPARTMENT MID AN ELECTRICAL AND/OR PLUAPINt REMIT IS REQUIRED FOR ANY ELECTRICAL SERVICE ID THE BUILDING OR WATER FOR WATERING OR WAS)41C OF !TVs -STOOK OR POUTTRY 10 RWI.CINC PFRSITS L5SHIFTO ON THE PRO0OEST) ONES WR1. RF RFOUINFfl TO AiIHFRF N2' THE FFF COPE OF THE COUNTY -WIDE ROAD NJPACT TEE PROGRAM'. I1 BUILDING PERMITS ISSUED ON THE PROPOSED LOTS WILL BE REC4J EC TO ADHERE TO THE FEE SMACTURE OF THE COUNTY FACILITY FEE MD Mt OP.e141 E UPACT FEE PROGRAMS. 12) _ RCHT TO DIRAC? WIHERAL RESOURCES STATEMENT: WELD =UM WS SOME OF THE MOST A9 IIDI NT MIN7t*L RE:MACES, INCLUEINC BUT NOT UNITED TO, SAND AND CRAWL, OILNATURAL CAS, MD COAL. UNDER TITLE 214 OF THE OCLCRADO REVISED STATUTES, MIN7LAL5 ARE IATAL RESOURCES P -CAUSE (A) THE MICE COMIERCIAL MINERAL DET'OErt'S ARE E3 EM*WL TO THE STATE'S ECONOMY} E POPULOUS COUNTIES or THE STATE' FACE A CRiflCAL SICOR'TAGE OF SUCALCULATED H ED TO AWID OF SUCH DEf� D �P EXTRACTED LEAST PNDRACTTIIC $LE DISRUPTION OF THE ECOLOGY AND QUALITY or LIFE OF THE CITIZENS OF THE POPULOUS COUNTIES OF THE STATE. MINERAL RLSOURCL LOCATIONS ARE WIDESPREAD 1I XOUCIHOU1' THE COIRIIT AN0 it)iSON MOVING INFO INLSi ARIAS MUSE R*GVONI2L THE MODUS U6'ACTS A9i0®AITL) 1TIN DRS UEltLQFRENI. OMEN TIMES, MINERAL RESDUHCk SIMS AFiE. IDLED 10 INEIK Gb.1204MHEAL AND GEOPHTSCAL. LOCATIONS. MOREOVER, THESE RESOURCES ARE PROTECTED PROPERTY RIGHTS MD MINERAL OWNERS SHOULD BE AFeDROE3 THE OPPORTUNITY TD EXTRACT THE MINERAL RESOURCE. 13 WELD COUNTY'S RIGHT TO FARM: WELD COUNTY IS ONE CIF THE MOST PRODUCTIVE AGRlCULTURIA.. NTFS IN THE UNITED STATES, TYPICALLY RANKING N THE TOP TEN COUNTIES N THE COUNTRY IN TOTAL MARKET VAI OF OF AGRICUITURAI PRODUCTS SOT D. 1W RLIRAI AREAS CNF WENT COUNTY MAY RE OPEN AND SPACIOUS RUT THEY ARF NTFNSNFlY USFC FOR ACRICJITIRF. WEEDING M*VRNC INTO A RURAI AREA MUST RPCOCNPF AIW ACCEPT THFAF ARF nRAWRACMCR WI !MAC CCNFI MTS WITH LONC-STNNTNNC AGRICULTURAL PRACTICES AND A LOWER LEVEL OF SERVICES THAN IN TOWN. ALONG' WITH THE DRAWBACKS COME THE NCENTNES WHICH ATTRACT URBAN DWELLERS TO RELOCATE TO RJRAL AREAS! OPEN YEWS SPACIOUSNESS WILDU LAiCK OF CITY NOISE AND CONGESTION MD THE RURAL ATMOSPHERE AND WAY OF UFE. YA'THOlJ" NEIGHBORING EARNS, THOSE FEMIJRES WidtH ATTRACT URBAN DWELLERS TiO RURAL 1Afl0 OOUNTY watt (QUICKLY BE GONE FOREVER. AGRICULTURAL ULTTUURRM. PPSERS RACICEESS TAO AC�G'OMM0Nk�THEINTRKiDE �NNS OF TO CHANGE USERSSEINTOOAFF5 RAL AREAED . WELL RUN AGRICULTURAL AOTMTIES WILL GENERATE. OFF -sit IMPACTS, INCWE NO NOISE TRAM TRACTORS ADD EQUIPMENT: SLOW MO INO FARM VEHICLES ON RURAL ROAD% DLST FROM ANIMAL PENS. MET) WORK. HARYtSI NIT( OKIWtL ROADS: vim FROM MIME UUONFINFAWN I. STLA'JL AND MANURE a2' R_ FROM URIC'' 1)IJRNINCc FLUES MU MO5UU OES: NOHOW AND MAPPING ACIA,7IILS; SHUOIING WONIS, !AWL FANG OR NIINNIC'E WL IJ'E.; MD It UST: OF I4SIICIUES AND FLKItIZE*'S.' IN IHt MOS. INCLUDING THE USE Cf AERIAL SPRAYING. IT IS COMMON PRACTICE FOR AGRICULTURAL PRODUCERS TO Ui1LQE AN ACCUMUAITICN OF AGRICULTURAL MACHINERY MD SUPPLIES TC A ST N THEIR AGRI CUI TURA! CPFRATIONS. A CONCRNT RATION OF MISCR I ANIMUS AGRICYII TURN MATFRIAI S OFTEN PRDOUCFS A VISUA DISPARITY RFTWIFFN AURA AND URBAN AREAS OF THE COUNTY. SFCT1CM 35-3.5- I07 C.R.S. PROVIDES THAT AN ACRICUITTRAT OPERATION SHAH NOT RF FOUND TO IF A PURI IC OR PRA)ATE NUISANCE IF THE AGRICULTJRAL CPERATON ALLEGES TO RE A NLASN4CE EMPLOYS METHODS OR PRACICES THAT ARE COMMONLY OR REASONABLY ASSOCIATED WITH AGRICULTURAL PRODUCTION. WATER -iA5 BEEN AND CONTINUES TO BE THE UFEUNE FOR THE AGRICULTURAL CCMMJNTiY. IT IS UNREAL Silt TOASSUME THAT ITCHES AND RESEW ORS MAY SIMPLY BE MOVZO "OUT OF THE WAY" OF RESIDENTIAL DEVELOPMENT. WHEN MOVING THE COUNTY, PROPERTY OWNERS MID RESIDENTS MUST REL$2E THEY CANNOT TAKE WATER FROM IRRIGATION DITCHES, LAKES, OR OTHER STRUCTURES, UNLESS THEY HAVE AN ADJUDICATED RCM TO THE WATER.WEL{ qp� SOUTARE WILES IN a COUNTYOVERS SIZE OFDDELAWARE) or APPROXIMATELY FOUR NREEE THOUSAND ND SEVEN HUNDRED (3.704 MILES OF STATE AND COUNTY ROADS OUTSIDE OF MUNIOPFLRIES. THE SHEER MPah4RUOE +LF T AREA TO BE SER' C STRETCHES AVAILABLE RESOURCES LAW IMMANENT IS BASED ON IESYCMStS ID COMP -A MIN MOVE THAN ON PATROLS OLS OF OE COUNTY AND THE UISIMCtS 4WHa;F MUST St IRAYtL±D MAT QUAY ALL LWE.RUENCY HtS CNSkS, INCLJlPIG LAMB tLfORd.'tYL1Vl. AMBULANCE, AND F Tit. I'Ek KRCILCIICN CS WALLY ioROVIa:.D NT NULJNIELES 4W4U) MUST LEAVE THEIR .1065 MP FAMILIES TO RESPOND TO EMERGENCIES. COUNTY GRAVEL ROADS, NO MATTER HOW OFTEN THEY ME @LADED. WILL NOT PRCWIDE THE SAME K;ND OF SURFACE EXPECTED FROM A PAVED ROAD. SNOW RFMOVAI PRa1RIT1FS SEAN THAT ROADS FROM SURDIV1SIONS TO ARI'FRIAi S MAY NCT RF CI FA EC FOR SEVERAL DAVE AFTER A MAJOR SNOWSTORM. SERVICES IN RURN AREAS, IN PANTY CASES WIII NOT RF FLYJIVMFNT 10 WNICIPAI SERVICES. RURA! METIERS MUST, RY NECESSITY, BE MORE SELF-SUFfCAEHT THAN URBAN DWELLERS. PEOPLE ME EXPOSED TO DIFFERENT HAZARDS IN THE COUNTY THAN IN AN URBAN OR SUBURBAN SETTING. FARM EQUIPMENT MD CL HELD EQUIPMENT, PONS AND IRRCATIDN DITCHES ELECTRICAL POWER FOR rimers AND CENTER MOT OT4RA1IONS. HIGH WEED TRAFFIC, SAND BURS'° PUNCTURE VyWNN . TTRRRTOiRIAL HARM DOGS AAA) LNESTCCK, MD OPEN 3JPN':NG FRESENT REAL THREATS_ COt4TR0 LING cllcura'S *GTMTi S IS IMPOTLTAHI, NOT ONLY npR THEIR SAILTY. DUT A-50 FOR THE PROTECTION or FABLER $ LWELIHOCO, LEGEND: 4.- ALIQUOT MONiULIENT, ES NOTED. • - SET 6/5' X 24" REAM WITH RED PLASTIC CAP, PLS 37071. ALIQUOT UNE. . won -OF -WAY LRE. . PROPERTY Lilt - EASEMENT LINE OIL/CAS SETBACK, AS NOTED. FXLSTNC. ARPHAT SURFACE OF ROADWAY. T'=200' In MI 2O4( 400 800 AnieritaiTh wed Land Surveying Co. A Coloroao c:olpoParot PO Bcx 129. Bliphtan, CO 3U541 ' P:303 -d54 -I532 R5115-1155-0375 • cimenSLoam I:Lvr- j4 GMII: WALL 1" a MO' DATE JUNE 27. 2018 DRAWN FY: CDR CHECKED 9N't 4131i CLIENT' ASPHALT SP JCS NO; 11I— FILE: C?,Umrs'1yllPpDdo\LradN.Packages\t:ara-aft.NTuromit 4sc_6wokyalc'96Lwe'•.TrrrD5tsle\Carn!aeca\r5P_2NID CORRECTED_ RECKI7-0IILI_RENS1302C13 II).prc. 2ND CORRECTED RECORDED EXEMPTION NO. 1467-254 RECX16-0184 WELD COUNTY NOTES: } N N 6 \I CotR4 t PO. 5 SUBJECT PiioPER111 N� F IiVI Y WAR: — 15C0. 60' RIONT—OF—WAY FOR THHc— II 1I VcTE8."14D0r. ti61653) i r I fA I ..1 / NO, 2329006} tit �1r• s t- """++"__JA SREO COWING MONUMENT: SEARS -589•17 t4.42. TUUNDw KOMI PP1 5r1OIMONUMENT 1N AJIMINUII CA 00%. DID NOT AGOEPT. LEGEND: = ALOIJOI UOMJMENT. AS NOM. • — SET 5/9" K 24" REAR MDT RED• PLASTIC CIF, PIS 3797'. — POUND 304' REBAR WITH 3 104" ALUMINUM CAP, PLS 14242. — FOUND 5/r REBAR WITH REE1 PLASTIC CAP, PLS 27269. — ALAIU01 LIFE, — RIGHT—OF—WAY UNE. PROPERTY UNE. — EASEMENT LINE. — OIVO+,S SET9ICK. AS t•OTEC. — ExISTING ASPHALT SURFACE OF RGuDA(A'r, COUNTY ROAD NO. 6 (ED' Row —OF —WAY / JUNE. 1, 1921. UK IL5. PO 107. REC. NO- 555055; SEW 4O'371N 263,.03' Part of the Township 1 North, County of North 1/2 of Section 25, Range 68 West of the 6th P.M„ Weld, State of Colorado. Sheet 1 of 1 JNE I ' BEN MO N83'28'17"E DISTANCE 255.43' 1 I 571'36'41T 148.73' _3 I 1409' 56'09', 324,73' LA SEKTS5'36'E BC.29' L3 $60'b6'JB'E 326:20' L8 56207' i 6"E 135.42 L7 SI7'54'30'1 000.24' Li 160'19'23`1 52.40' LS N69' 39'47'1: 1 05.24' LID SEW39447"'N 74.82' LIT !Era l9'23/"E .5'5.24' 1.12 I NE D-27'27'11 I ' 6,73' Li.3 Sk.'7YU° ft 1Aii .32' 114 148439 47"~ 4C DO' US I NOM 13'Oa 590.'0' L1 G 1489'40'37 E 497.57 117 HOC IB'22W 222.79' LI6 $69'40'37'MI 190.0* 0.CO' LT 9 960' I9' 23"E 222.79° L29'43'37 0 X "'N 6122O.C55' ren. NE 1/4, SEC. 25 1 N, R M A' MLR() :5/4" AR 'WITH 2 I/2' A_UVDJUM — 3I S 24.305 IN MONUMENT {'ACC.. ND. 43096391 E%1511N0 ACCESS TO F'OE CLDOSED AND LOT A RECX1s 418 n 40' sHARCo ACCESS It UTUJW -I EASEMENT ACROSS LOTS A rk I OF REC X1I-0163 NC LOTS A h OF RECX16-0184. FOR 1HE 6F7IEH1 OF LOTS A & 0 CC RECX1B-0183 AND LOlt a & B of RECx18 GIRO T.% M I; , wPe'3T2B-E 2535.49' 5 3PF'EUNE EASEMENT L \RREC'. NO. 223P3) f'IFt Jt4E Lce 4T TEO. NO. 1666308} I I ' i.1 i I I NNI N4 IN k \\ 4 \ k NI N. N. I. ti N. 4. N. L ti.6TSS' 74-9C' - 4E13A4 WFH 3 ' le N-IoJINU PLS 27264.:$.' L.01 8 CHOWNEB 2 SW CDR- NE -4, SEC. 25 T 1 N, P. SE. ,4 FOUND Vi LI see - L70 1_10' NON-EC_LISNE CROWD WATER UTILITY UNE ESSUI EIT L20 I- l 40' RIGHT -OF -4W FOR THE fark. NO, I53) 140. 1 —' I`at l, FREUMWAitIIT ' � APPROVED ACCESS S>1 NOE NO. it i I I LI B S Ii epo 1 76' TriAmeJJI!SI:N LINE RICIiT-OF-WAY TR�RFFC. N' 1 [575 4.517! 8b' iRAJ.LeAlISSIGN LINE RIGHT—OF—WAY (RFC. NC Re (2.9,) LOT A I 1O' A70DKTFAL FLRLRE ROIli FCR COUNTY RUA) 1.0. B LOT B RECX16-0183 ti I, \ TANK BATTER; N N \. FI C!J/TED PARCEL h ADOMONAL ROW FOR c1)JN1Y RCA,: NO. 1A (REC. NO. 3223333) 7 ✓ 1 (\N l e ik 1 J FOE FOR COUNTY ROAD NO. O. 13 ! S 1/2, S 1/2, NE 1 /4 DITCH ONLY THIS PARCEL NOT REMENEC THROUGH THE -" htsLURDED EXEMPTION APPUCATION PROCESS IS A SiFARATE PARCEL 11111 FS OWED BY 1-'UW ERO1IEHR'a PROPERTIES. WC.AND MAY E= CGIMEYED) TO OTHERS OR UTILIZED 8T THE H-H4M'LEIY OWNER Al- ILK WINNING IHE APIHSJF- LMi. PURIM'S .A5 APVUCABLL 5 SE CCP. F.? 1/4, SEC, 29, T 1 N, R AR AF FOUND 3/4" PERM WITH3 I/4" ALUMNA CAP pLF: 35557, ,i PROPERTY DESCRIPTION: ALL VF THAI PAiICLL OF LAND UFSCFN U) IN DLL) NLUQINLU FLBRUMI 24. 2011 A5 REVLPIIDN ERA. 4260081. LY11t3 SOUTH 3F TINE RIGHT-OF-WAY OF THE BULL CANAL LITERAL NO. 1 AS DESCRIED IN UEtU REVUF91FJJ ULCLMBLR Ii, 1914 AS ItCEPIION NU. 2U815$ 14 THE KLCOFTDS III- IHt i.'I.FJOC AND Rt4'ONULN ION HELL IJUUNIt (7)WNALIU. OWNER'S CERTIFICATE: WE, WE UNDERSIGNED. DENO THE SOLE OWNER IS LIN FEE OF 114E ADOAE OESCRECO PROPERTY DO HOCATED THE �CCULSAM1U ZONE 7AND IS ID NTENWE DED TO F120Y1 ESA FOR TIC CONDUCT Of OTHER USES BY RIGHT. ACCESSORY USES. AND USES DI' SPECIAL REVIEW. HU l BRO114ERs PROPERTIES. INC. A COLORADO CORPORATION DANIEL W. HUN' - PRuAcaTT THE FOREGOING etnICATION WAS ACSNOW1f%GE3' E'ORE ME or DANIEL W. HLtiT THIS DAY OF AA., 20, COMITY OP STATE or }ss MY COMMISSION -DtF1RES: NOTARY Pl.9LR: .MITNE.n.. MY t.AN., ANT SEAL EASEMENT CERTIFICATE: wE. TINE UNDERSIGNED. DO HERODI' DWCATt: FOR THE BENEFIT Or TIE P'2OP17RTT SIKAAN OR CIOCRIDEO HEREON. EASEMENTS tOR THE PURPOSES SHOWN OR OESCRIEEO HEREON. HUNT BRCTHERS PROPERTIES. INC. A OOLORAD5 OCRPonnoN DANE_ W I141hT - PR';; ]'['T PLANNING DE=ARTMENT APPROVAL, DVS PLAT S ACCEPTED AND APPROVED FOR FlLIIIC. DEPARiMENF CF PLANNING SERVICES DIRECTOR THE FO CPIO CER1WICATFON WAS ACKNOWLEDGED BEFORE ME TN2======DAY OF . A.D,. 20 04UNTT or STATE Or MT LVAIMISSIUN JWRLS: NOTARY Pt'BUC }ss WITNESS MY kM ) ■HIE `CAL SURVEYOR'S CERTV IC.ATE: I C curs ODno HEREHODS ABY a 11TFFYYm-ma THE SAM)* Retfirsv'rroo pY S ar wAS MANE LNutR MY DIRECT 5L ERWSICN, AND THAT THIS PLAT IS AN ACCUFIAIE REPRFSENTiATON THEREOF. 1 FURTHER CERTIFY THA' THE SURVEY AND TH s PLAT COMPIIFS WITH Ali APPRY:W F RLJ: F:4 *MIT ATOMS AND IA4IS (IF THE STATE Cr COLCR►De STATE ROAM OF REGISTRAAI0N FOR PROFESSIONAL ENC*IEZRs AN7 S Sv' PRDFF2NAL LAND SLIR.,FY0:4S, AND WE O CCLt11Y. Tk4S SURVEY DOES NCR CO)LlTT UTF A Tin F SEARCH RY MF TO CATMINT OWNFIRVIIP. CURTIS D HODS. RS 37971 FOR AND ON EEL•»AIF OF. 'JERK+* 'A=ST LAND SURVEY NG CO. .A CCLOPAEC CCRPORA1,CN NOTES: 1)NGILIH lSOS ac WEST OF EMING: THE � 1H PA. NE OF THE WELD COUNTY. CaOLLU °S SJ+$ ljMM TODEAR SOUTH a 003523 EAST ISMOIIUMENITED HEREON. WITH ALL BEARINGS SWAN HEREON RELATIVE D Sale WAILIMMENT OAR NAND BOUNDARY T�MMOONUMENT OR�ACC ACCESSORY. CONIES CON ACESR'S A C�LALSSTTWO MISER:MMC'II�DART� PURSUANT TO STATE STATUTE 10 -4y -Soo. C.R.S. A ISTEFIIDOPR N& WO DUREN THE 9 or [ CR IN THE PRACTICE 0 r B91R N0. OOt6TITUTcs AH COVESSIEN or PROM-SSIONAL OPINION REGARDING 11CSE FACTS or F I iI WHIG•~ ARE SUDJECT Ctt THE CER'RFlrAT14N. AND DOES NOT CONSTIPJTE A RANIY OR QllA2+HZC, mi IE 1 D(PPESS 8R LIPLBa. 4) AIC:ORO NO TO COLORADO LAW YOU MUST CON;NCNCC ANY r rY:AI ACTIONS win UnON A fCTLCT IN MSS sower R1T111N i11L'E YEARS *MR YOU ORS,' DISCOVER SUCH ECT OT tonT'WIC= vs inn T U er fnC lEggmDnNGr'rtlic or MEHCtC' 5) THE SPECIFIC RIGHT -Or -'WAY DOCUMENTS SHOWNHEREON ARE RECITED AT THE REQUEST 5€ GF THE WELD COUNTY DEPARTMENT of PtR3t1C WORKS. e) THE LOCATIONS OF EAS&N£NTS AND/OR RIGHT-OF-WAYS SHOWN HJiEON ARE BASED U -014 RESEARCH CONDUCTED BY AMERICAN WEST LAND SURVEYING CO. 7) ALL DISTANCES SHOWN HEREON ARE REPORTED IN US SURVEY FEET. 6 TIE MARNISTRATMELY AFPRU'IMED 21D CGRREC1ED RECK IS TO ADDRESS API AU6NMEMT mug FOR THE PRIMARY ACCESS TO THE PROPERTY FROM COLNiY ROAD 8 AND TO MEET SPACING REQUIREMENTS FOR ORi EWA S AND COUNTY ROAD 13 . COLORADO BOULEVARD. GRAPHIC SCALE I) ALL PROPOSED OR EXISf11G STRUCTURES WILL DR DG M?iFI THE MINIMUM SETBACK AVD OFFSET fFFOUIRFMFNT9 FOR TRY 7014F DCTRICT IN WHICH THE PROPErY L4 I CCATfD. PURSUANT TO THE DEEM MON OF SFTRACK IN THE WIT COUNTY :DOE, NE RFC UIRED SETBACK IS MEASURED FROM 114F F JFURF FRCHT-OF-WAY INF. * NOBUR.DING OR STRUCTURE AS CANED MD LUTE, To THOSE OCCUPANCIES LISTED AS CROUPS S, E. R IN SECT -1014 NC BE cot.dtll1LICTno wmU WD2DO-TOOT R*UIUS or NI? TANK3BATINTERNATIONAL TErr OR WITCHBa i o-FOO'T'RADSI SHALL Or ANY lL4CAD OR WITHIN A 2S -FOOT RADIUS or ANY PLUGGED OR ADA.NDONW OIL MD GAS WELL WrELL' RHUal OkQUIRE A Omit A t FA04N T4iecu M5 C THIS kxeCir NCE4SMTR�1 SUBSECTION 23-6-19,C OF THIS C04E. 2) ANY FUTURE STRUCTURES OR USES 414 SITE MUST OBTAIN THE APPROPRIATE moms AND BUILDING fTS. 3) LOT A MD WI B ARE NOT ELIGIBLE FCR A FUTURE LAND DIEMPT@F, IN ACCORDANCE PON SECF.'CV ?4—B-70.0.1 OF THE %fill COUNTY COIF. 4 TNF LARGEST 1.OT DE AWl RFI71RrDFD FXFNIPTICH MAY NOT RF IFRR THAN THIRTY- P74,1 +!5) ACRES In UNLESS APPITCAED BY THE WELD COUNTY BOARD OF COM1JMSIO FE IN ACJ;CRDAHCE M TF4 SECTION 24-E-+IO.P, OF THE WEB COLNiY CODE 5) PRIOR 11D TEE RELEASE OF FUILDING PERlal5, THE MPFUCAHI SMOLT SUBMIT A REGARDED GEED TIRING THE La IRON WHICH T11F F3INDNG PFRMif T3 F QLIFSTFD #PITH THE BUII-DING PERA.T APPLICATION. T1•E LEON. CESCRIPTICH CN SUCH DEED SHALL INCLUDE 114E LOT CE£,CHATICN AND RFCXIRCFT.• f'l'FUPTtt7N HLPMRFR. 6) PRIOR TO THE R'IEISE or EAIILDINC PERNTTS, THE AWPUCAUT SHALL SUBMIT EVDENCE TO 114E DEPARTMENT OF PLANNING SERVICES THAT LOT A AND LOT B HAVE AN ADEQUATE WATER SUPPLY OF SUFFICJEVT QUALITY. DIJANITY AND DEPENCIABLRY. 7) THE 3ROPERTY OWNER SHALL CONTROL NOx19US 1AAEWS ON THE S1TE- 8) THE-IISTOPICAL FLOW PATTERNS AND RUNOFF AMOUNTS 'WILL 3E MAINTA'Y*ED ON THE SITE, 9 INUIWINO PLS SHALL 8E UBIANWD FHA*: Ir.:'Ht CONS EUCIIUN Ut Mr LJILUIN). EJ,LDINOS IIMI1 Nkkl 14k DUNNIIIQN OF IN AG LXEMPI dJILO NS PEN NNE RF_11L HkMENIS OF SEC RJN 29 -1 —au IUD SECT CI 29-3-20.5.13 OF THE WELD COUNT" CODE DO NOT NEED BUILDING PERMITS, -OWS11ER. A CIERnElCATE OF COMPLIANCE MUST BE FILED WITH THE PLANNING DEPARTMENT AHD A.i ELLC-P.ICAL AND/OR PLUIDINO PERMIT IS REQUIRED FOR ANY ELECTRICAL SERVICE TO THE BUILDING OF WATER ENTERING DR WASHES OF IlVFSTOCJK OR POUT TRY. to RUILDING PFRMITS LSNIFD ON 714F pRrAnacin I INS W91 RF RPOIIIR:D TO AiIHFRF TI) 11-F EFT CTIIRE OF THE COUNTY —WIDE ROAD IMPACT FEE PROGRAM. 11 BUILDING PERnTS ISSUED ON THE PROPOSED LOTS WILL BE REC4JIREI 70 ADHERE TO THE FEE ST TOR! OF THE COUNTY FACILITY FEE AND THE ORANACE IMPACT FEE PROGAAms. 12) _ RIGHT TO DCI ACT MINERAL RESOURCES STATEMENT: WELD COUNTY HAS SOME OOF TIE MOST OAS• S. AND owr MINIMAL UNDER BOCAUSE ¶711E 541 of THEGBUT NOT UNITED TO SAND AND&CLGFLADO PEWEE. STATUTES. MINERALSA�M£01L NATURAL ATAL RESOUSTATE'S (CAB)} 'DIE F) �,POPPUULiUS CMI OUNTIEIAL_ MINERAL S or THE STTATEEFAALE CRITICAARE L SHORTAGE TO OF THE CAiLN TO AVM 11 OF EPOEPOSRS OSSITS AND CAUSE LLD ERE ExTRAGIED �EASPMGTO A RAC RATION. DIS9 DISRUPTION OF IRE ECOLOGY AND OWWTY OF LIFE OF THE CEEO'tS of THE POPULOUS COUNTIES OF THE STATE. MINERAL RESOURCE L15 MONS ME WIDESPREAD THROUGHOUT THE COUNTY ANY? FR-RaiT4 MOVING 1N10 THE AREAS MUST RECOGNIZE THE VAIYUUS ;TRACTS A531CCUULU WIN NCI LUElt1OPF&N1. OFTEN IDES. MINUTE RESDU!%Ct ST1E% JANE FIXED ID THEIR GW tiliNNICAL NW GEOPHYSICAL LOCATiON3. MOREOWS, THESE RESOURCES ARE F'RO1ECTED PROPERTY RIGHTS AND MINERAL OWNERS SHOULD BE AF�DRDED THE OPPORRFNTY T7 ECTRACT THE NNERAL RESOURCE. 13) WELD COUNTY'S RIGHT 10 FARM. WELD COUNTY IS ONE OF THE MOST PRODUCTTJE AGRICULTU .A CLILJNTE.5 IN THE LIMITED STATES. IPt1:ALLY RAHKIN3 IN THE TOP TEN COUNTIES N iNF COUNTRY IN TDTM MARKET kw LW OF AGRICUTURN PRODUCTS SOM. THE RURAL AREAS Cr W'FII) COUNTY MAY RE OPEN Mn SPACIOUS RUT THEY ARF NTF',1SIVFIY USED FOR ACRIOUIT4RF. PFR4'CNS Fw:19NC INTO A RLIRAI AREA MAST RFJCTXIN1?F AHD AI'.C:FPT 'DERF ARF DRAWRiAMS INCJ 'nun. C.^.NF ICTS WITH LONG-STANDING AGRICULTURAL PRACTICES AHD A LOWER LEVEL Cr SERVICES 1F1AN IN TOWN ALONG vim THE DRAWBACKS COME THE INCENTIVES WHICH ATTRACT URBAN DWELLERS TO RELOCATE THE FLOALRAL AATM0SPHEERRE AND WAY 'DF SPACIOUSNESS wtr I0W' NEILACK GHBORING FARMS, F. ITv SOUHO AND ACONGESTION * HHa ATTRACT IREAN DWELLERS TO RURAL WELD OOUMTY ROLIC QUICKLY BE GONE FOREVER. AGRICULTURAL USERS OF THE LAND SHOULD NOT 8E EIPECTED TO C N'IGE THEIR LONa-ESTAOUStIM M FSCULTURAL PRACTICES TO ACCOMMODATE THE SNTRUSFONS OF ORE At1 USERS INTO A RURAI. MCA, WELL -RUN AGRICULTURAL +ACTWTTiES WILE GENERATE OFF-STE IMPACTS. INOWDNO NOla FROM TRACTORS 440 EQUIPMENT; SLOW MOVING FARM ID -HOLES ON RURAL ROAMS ULS1 FROM *IMAL PENS. Fttw WORK. HARMS At CRrAVLE ROADS: OWN FROM MIME. UONFINLJAItNI. STLA:it AJ,J MANUEL; SMOKE. INCH MAIM LTURNINO PULS MU MOSUIFI ORS;, HUNIINU AND 1F4WPING ACIMJILS; SHOO IING SPORTS. LEGAL HAZING OR NUIS'IIC WU:DUPE; Alt) It UST: OF PFSIICILIES AD FLKIILIZEIM IN JIVE Ftt7.D5'. INCLUDING THE 4145E OF AEPJII_ SPRAYING. IT 13 COMMON PRACTICE FOR AGRICULTURAL PRODUCERS 10 1/11112E MI ACCUMULATION OF AGR:CULTJFJIL MACHINERY MD SUPPLIES TC /MIST N THEIR AZRNC.UL.TLIRAI OPFRATIONS. A CONCYNTRATON OF MISCYIIANFOUS AGRICULTURN MAIFRWS OFiFN PR:OWES A I7SUA iMTSPAREIY RFTWFFN IIUFUU ANC URBAN AREAS OF THE M LINTY. SFtT ON 35-3.5- 107 C.R.S. Pfl11 FS THAT AN ACRICIIITOM OPERATION SHAT I HOT RF R7LND TO FIFA PUPI IC OR PRIVATE NUISANCE IF THE ACJRPULTJRAL OPERATION ALLEGED TO BE A NUTSMCE EMPLOYS METHODS OR PRACTICES THAT ARE COLiMO1LY OR REASOh1Ar3LY ASSOCIATED WITH AGRICULTURAL PRODUCTION. WATER -AS BEEN AND CO'A119UES TO SE THE LWELINE FOR THE ACRICJJLIURAL COMMJNFTY. IT IS LIIIREALSAC TO ASSUME THAT DITCHES *ND RESEW CRS MAY SIMPLY SE MOVED "DUI' off' THE War OF RESIDENTIAL DEVELOPMENT. WHEN MOVING THE COUNY. PROPERT( OWNERS AND RESIDENTS MUST RELC!! THEY CANNOT TAKE WATER FROM IRRICATION [RICHES, LANES OR OTHER SRiUCTURES, 1111155 THEY HAVE AN ADJUDICATED AGM TO THE WATER. NEW COUNTY COVERS A LAND AREA OF APPRO)alATcaY FOUR THOUSAND (4.000))_SCLA RE MILES ToSI (TWICE THE SIZE OF DELAWARE) 4W'DH MORE THAN THREE THOUSAND SEWN HUNDRED 13.700 MILES OF STATE MD COUNTY ROADS DUi51D- Dr MUNICIPALITIES. THE SHEER MAGNITUDE OFT AREA TO BE SENSED SllT4Lic IE5 AMIABLE RESOURCES. LACY DNFORCMDNT IS BASED ON I&SPCNSLS 10 CWAPSNT5 MOTE WWI ON MEWLS Ol- THE LIMN IT AND THE UISLANCLS WHl)H MUST dt II44YELW MAT USA( AU. LMERULJNCY KIST'CNSES, INCLJUINI': LAW Lit(SI U EN1. AIMBULM'Gk.. AND FNE. Mk PRCIECIION IS USUALLY 'ICY,lI)W UY VQLTNNAICS %NU MUST UAW THEIR .JOBS MI) F.FMIU — TO RESPOND TO EMERGENCIES. COUNTY GRAVEL ROADS. NO MATTER HOW OFTEN THEY ME 9LMED. WILL NOT PROVIDE THE SAME IUND DE SURFACE EXPECTED FROM A PAVED ROAR SNOW RFMOVAI PRiORTiiES SEAN THAT RC/J;S FROM SIJRDM.9ONS TO PRTFNBtS MAY NOT RF CIFARFC FOR SEVERN DAYS AFTER A MAJOR SNOWSTORM. SERVICES IN BURN. AJIFAS, IN MANY CASF'4 Will NOT FF FOS/AiFNT 10 MUNICH:MI SF WOES. RURAL IMF -TIERS MUST, RY NECESSITY, BE MORE SEW -SUFFICIENT THAN 11RGAN dWELLIRS. PEOPLE ME EXPOSED TO CIFFEfl TT HA2ARDS ITI THE COUNTY THIN N AN URBAN OR SUBURBAN POWE▪ R FOR MAWS At CENTER PIVOT fy LIVESTOCK. FARM MOMENT MD OIL FIELD Eg AND HId1ND�DC LA C, SANDATIDN D DITCHES. PUNCTURE WJES, TTRRRIORIAL MARIA DOGS AND LIvESiOCK. AND OPZN BURNING PRESENT REAL THREATS. F NNG QII OR THE PROTECTION S F p IMPORTANT, , NOT DAILY QR 111EIII 5AFElY. DUT ALSO LIKE o RANTS An DF_TA :FIORD BEIRINC CHORD Ci 379,516 103.64 1"40'26' 1471'16'31% 103.52' a 1712S 13.08' 0';12'17' NBV57"08'E _ 15.05' C3 900,33' ilia" 21'1x'21' I 58 16'40"1 1 11.04' C4 7 ,30' 79.03' 0e OS'00' 06"OS'OO' 55555`3#`1 59555'34"1 76-53' 7ELf,379.03' CS 648,85' 213.41" 1848'58' 57"31'4411 212.4a CI 148.02' S4.0'J' 16'39'or S5 -'26'47'E , !!i.8" 07 217.32' 12&74 33'24'48' S30'58'20'E '2<-4S° CSI _ JS1b,91' 177.6 107 i ' 2P37'2t 9ra0'80'' S2t2a'4it 1 A6.J0' CO r&00' N44'40'17"F 91!94' 070 105.01' 10.4-9 OC'0490" N4#4Q!7'E 148-A9' 0111 75.00 1 17.01 9C'00 00" N44'40 37-E 146.07' C1? 75.00' 117.81 9rTC0'00' 345'19"7i'F 1O7.)1 C13 ESAO' IO2.it' 9C'0D'00' SLs'LO'371Y 91.92 C1 FILE• C:\'.herw\'Jrtie\ cDDate\Ltroel\Pn-kn9•.s4Llkrt,ee t.HRero.eREdge—Ewrreyb336b:we\TemPS;eitA\'tioadeo-d42ND 200 400 600 GOTIFECEEO_iEZ,'17-0:tR_REV060120TO (1).prn diatnwrileictim Wezit r'< _ I • A OOIor»do ccrpon11an PO Box 129. Brighton, OD 306601 ' P:305-659-1552 F:545 -X01773 ' oinwidlaAin T n nd Surveying Co. IiLW; `J4 .M t SCALE 1" a 7J09' DATE JUNE 17. ZIP DRAWN 6Y: CON CHECKED we MRN WENT! iSPKALT W JOB NO: I Condition of Approval 1.C -- Lighting Plan The applicant shall submit a Lighting Plan to the Department of Planning Services, for review and approval. Any lighting poles and lamps shall comply with Section 23-3-360.F. which states, in part, that, "any lighting shall be designed, located, and operated in such a manner as to meet the following standards: sources of light shall be shielded so that beams or rays of light will not shine directly onto adjacent properties:" The applicant working with the Department of Planning Services has submitted a Lighting Plan, a Photometric Lighting Study and a Luminaire schedule for seventeen (17) fixtures up to 20 -feet in height per the accepted Lighting Plan dated June 13, 2019. t a r. is C r I Y ELB—COUNT R6l'til�f ND. 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'J. tJ Lt 1 :is t) r I, 41 1. 11 IF 1. )i IJ 71 1. )s tJ •' 'I to It I. 1a I, Lr to is 1, br 1. 1s ti ' -1 4 1, It 1e N (DIES: 1- POLES AND LAMPS SHALL COMPLY IMTH SECTION 23,3-3601. OF THE WELD COUNTY MUNICIPAL CC DE.. 2. NO BLUE ILg N LICHTINO I$ PERMITTED. 3. LIGHTING AIL_ DE DDWNL AST AND SHIELDED 1MTH ONLY THE MINIMUM NUMEIER OF FIXTURES OPERATIONAL G URINC THE NON -DAYLIGHT HOURS. Luminaire Schedule Symbol Qty DaF•crtalinn I " tit Watts Lure. _Lin A it 7 Gark.1koECF-L-OOL-9106-N'W-G2-1 1.CX 22A4769 27179 6 c•a—E 4 CardaoTrfii ECF•L-EOL'EOC•IffiC2.4 1.C'IC 22Lkit3 27179 0 a 4 Calico EOF•L-964•1 A•NIV-02-4 1-C'X 365 3C°760 G L. 2 Gad® E -S -32L -5$4 -MN -$424 1-tl' 55.7 7025 CFp GARDCO yi_ Site & Area EcoFor T ECF•L ion yr. alt's iLII ill.talt Carlon Far r-nree far-, ,nmh'naw Antonnnsy wilt pr. rent -niter R'n nn 1 F siren kimi a:-nC.a.ant la➢tdtttitoring,.aIw42.000Sucks ormutt IndaafpaM.law (Olio LED tun Wit e.Eax,•••stf,Ycflatt illrnk s! VlcLci44nwi villa. E uFin:u tsarina an inr oust tea • otrof6 anti kit, sitar lifimg site co'kmcsl9=1i to LEO by elimiratirt lh,needmKO95inmeet ekiatilrlrains Irte;p'sl annt-ri, rips anrr,ran nninfor Flirthit,r',orgyantis:4.Marl= Snrsinn'og, silt' inn inst. Yt via" A: LA whin attic tats ye tit avriuL I Lila life of tl iD pt oduct. VI4'i -ir•D Sat* WWI TAAM 45 UPI ECF-L i:ts Cart: .LK•fa Malta Pat ne •tail -•.<': .1-,o, -•,7:4. 42.,:a-a1;'.v R+. Is ti:. -,9::a 1. rcwi I.SH "Jtiustat Wt In S SC y4 hal ISO L'A Oa Q. (+land AM PSI Pella --aid Ira "vk lenNa bet.. IILEI. E,'ts tr1RA. 4'ttlt_1 iii t 261 DIN .Yrty7tirr•aa' .tt¢NJh R+i:_ 4 UN*, a NI iav man IIM I%a itiehcCK4 Sa•cell Tanw': 116 2964 QC PalCflidts - tc17!P flew .Th5.7”. Ian1[:- noel r- tom• vv. qtr % mit t+-r+aa»7 low MW m MY LMAW Witt YarAY laao i! afloat r4mi TralL4➢'@ Weal J9JU et tea Corti Om 'A "I ➢4.91 ..Ai `Etta C1 i1>“•cietl •tl CR1[ tw a 's1I5H PAWN mere n aa.1 swans 'mina} !.a1 . IM' ,,Iai I ITa I i WI inc'7 WI 'Mr/ NLtFIr iej 7173., IVY] w MS' 1701 Yd4 tiF,lewr'a' tit t'1•Pea M'l'1A t'.4 'u a a NW 'attar I:•lRt• ,may Sler[19i way tYr4.' 3R �SAIK titanr1 WOWS 3M- IWI fritLYI lW@OA .3_,N„lD 9at4Q'l4'a,ti a 4MIIpaI{lrF■1 LaA«I T Jt� fit• .1a.,r•.utnc' on , JW:1i r' FIJIri. aGlltrenan r� �' F1e Verf0 .i tar:. 7G•R.1t, AMY is q4•' IL mils 'a1na .141 :, naaa•7 CM O-�l..T• ar 5i, 7167' OW � 4• 044140 we Nllaaye Pit ism 1711 M' 1-41 lea e7 V1: 27O TIP] ➢Ilr'Pi4144160a t WV 7:41 . i - 6717 5a DWI. '1 Nang Oe6114ik, inNa..I sear altekasYrar Paeat.ti1i'. %%ANN 1174 m 11ftaG TiMI sit MeioFY ti rent" . vs% ki StAi' i4:JtV4tt sea alall IS YOA+Cf' DAINlili •11tl.1fir:l fit wawa :AA 1144., t:er Sgt.". 0li,s in apP%+d thsoyq, JM'N ti .f,:dlra. IC Me ..1.4 f4,1• -t¢, .u.•id. 4+ maid wins rexi Rain area X441 4a Awn 44 WIrffa tm1 7711 MISi4•.SW aalq.Ri7•• DIY 1'WO. a1Nas'I' A)esias.'ISs..I 671eD, m7 [1(..:a. 374 t ....id: Sal tea 317 Ylrifl.t►latMt EILW41148174 I Lacerate SEA" I SI.M ' I t-fS tie l4.Mtit7 nig i 4474_. he 1312X001 .n. sauna9:LCF-1••Y4l-V'•LW4.44.'P4-'2G44.471•3'IP1-1L-W.41I$-1, 7 o.dlta6,M.pLr YAlta.t-:at' Mae 1/616' du4.cia➢a k in,..T 17.4 aN,; '1 1%.40161 ,4n1 taiaidsela MN:MW 491 aapo.a ➢ U•AALa IA rnl d lbatit a. Mt'4 .6.T'I, twin" tat a Ma AI IA%ell rem- rret a'leeeaeas. O. N:Lsn6We aJ. m:+n,wa. d at tinlllq ee+:b,:aenre. 7 JIa Ni IA. 01aMt7ry I. f.o: so ibis II 717 0r 1ACi 1. tosr tpe.aa (PA eat* p IQfa.* ,i roe to 4c. nec,ed,os6ka. rscast.SU a'OYr.i at, SOW b•Ir4loat... I• ab: so hasl,.tbr 11184w kW 6q!➢JS Is lb: ea Ala S• ambit lap pe4tad+/atb ark step snits. 14.lICa:tk&i.iM at, bra La., ! Tula 11. ts+AcSa Iralrh M, 444, on IL ra..I . Fdr'.. 1!. thf WaVith NSW Oa D. rM+t'6 44.18L E419E fa�fi 3i4LL BE iia.i' HnFED wr'H $IrIJJ`I'attrt cPe we:'I Ca:1SE C+I{PariE DC4 =IC DD fNit FECTJRE ra'asalite CFAfN'im2. C? ,44 i r— 24• Pole Base Detail 91441E II_IY: LLMNA 1•.E I Yih£TW4.DE* IC L13fPC r1YT.E11' 'FAN -WO -PA i IN UN_ ILG' naafi 3iGJtla Silt WTI. SSCU : Aft' WPC Wi'tE TO Pf-&'a ewe- Via 3-40•CIAI zTCf CO fl'S21GI tt Wilt-- —Xld UT iwFeft, WWII( Ae RED. �f sU tiie12 &SW Olt cc. M, n 11fs19r MVMRE Scale: NTS GARDCO byt )iL0i7'•J Site & Area ECDI-onhi ECF-S Lelsll e. tan f:gl rJ'W151L JEc,vF.i III r2aL;1. ,Frost ra:liaity snit' 02 101771111 QV in oh L --.L+ into -tura. C'bpat.tcfl.insenng .Ipt]4i;.4OtJ ourrencrrno•. nr •_crc;•Few !mane Lit IL ni IE irCe• Score em Mint s new le'•et at tie raer.mtle toreros favturent or Irnovatle n retrofit run - t, Amp! Sslnt rht1 cnlrttrrk rr.. t'r. _ELI ay r!r-inMrig Vat rten; xdrilleclat anal 1oIvu"rlmegn•.t*iv unit..'Anti <,}ertt$ Wittml trAlfl tlt ter turttir Ofliro Fiwrgi, MC Slr'K4 149. air irnrtiatria res to pryer a assistance thre gheut the 14e of tie p'otict ora*rilbc ytan1i *fieV.'...Later lL:: t. -v1 'Vet>iT ....Lab :777 , V.:'T:: It 't_ I...,:i li tie tr.: •a'. r. .4.pu 0.4404 Skean) MP -S ti(P; a LW MM63 as lint 9t' ON i4 :14.1Call HIS MOII foie fsrrsPb falNrt Ewers Wig Avn, Wass !Ptak th etla±faJ Wog KnN%Ni 114144 .0: ?WAX'S Sndn ' feint',2 t To,,;. ; 7L 91a1 MIrV NO :aV ;43:47e •.fe :)•.1 $1.1.41614441' IOG ai{iakiare'•' faa%WI&'.0the Whit a1. Tins" or PtditYk%1 rasa) ILIA n. c.g sokten.7 IL Ma t4W tan 4l' u'al i FieL kg 14711 r Iran we 1.4!8 a 14441441 le lit. NnNtl$tc r•" 14,0a1. beam* a P>7R7 7e [•rk':-Y rwN IA W'at imam* U-••9 4'6'476'1 Wien 7"t'. RI T, al 4514 4114 w1e+i SW nib' 'VSI l W •err• Ia5 P•1aaaa• 511• JA_,47ply.,i umblara arm 71 'sad ir.It4ln6W /16au {Mini: 11)l act tiiiirt DO CG •'P•'=� 775.1 :11tsi MC IV Na T4T41d' rate ti. IL. aYpnl.WR 's ter4 I ,Jlw'fanit Pt MIA r 'anfc ii• rRt.i(A`:gtakil Its, TaWta;t Nxa:ik In Leta ,e6, irlJame IMi IA1YttrLlrtylw.l•]OF Wtl• W r„i is saws 'a'e+,410. Ia. 3m ISni AMP* 6,1M* Y1•:'L 11:1 +, .ww.,7 fu941sa.1 ii a sea „w17,a, J•1C tasren WKv , '117 WI WI two iJa714sk[a NYY n+='m•wtt 7Jv•fi6;N'.I[J.r.+P.i1b,Irt,detpR TanPWMP PRIPcc4W sirawr i}tYra'f1 MAW.. .. us tea inmate in.Nl..I:wra N'41 WW In L,Ma4 :al rektYfll: „.rktAW'iW. [altlAtw 1y „fit 6tt"tl ts..914.1 i oLS l/tTWtia1 Jaeq.tlery- OI%1aissWil)...aa9 nitro GL SW 64 its MY.41 U. }4 Rte a} <:5064 calla. AioEN1I.'OY. •WIT i;iii'• 31101 .%, 3 Wnr..1 ati2Mte :1.741 r.4C.*41/ WI Qt' 1277• MAO 11fa JenF!'wJs^ Yeak 10 511 :f allies t3J63.he) 36i. LYJM WITS Nair 1/11 tettit,a• TYfa3 :r'rsealteei- fN%UwMSaJ.a.aat verso er so vci•1$. 1 ;Piten0 rc.11e MIAMI 441,441'lr•JT' On 5J,ran:v. Nils HO' NIL zorie . 'in (.rill 'Ma tldasW w rite: iota 41114.4, Mafia re tsu. lit. wants IC1+144WQ-6NJ-GJ-Alt-G-i:}-lot-HGY I In-W:Unit a4wa *1h 17.1. wawa wa.trh--ea1•.a aw- s.Y,ys it-'wl(M7.4*Cy 7- Haiti': to' aria. 4111 SI br tars pas.. a. LP/tat:I r'lL6alat.alail• AAA ads 19'16+.• A. na Toil AMMO MIN WI Pea etre'r:,1rl. 3. Foe naletas.nbn,lb, :. Ad OYUa4IT,R l/atl aneba 7. wimp* adwintriar 1. ti sisal obis lass lie P W114W Iy IAN HAMA. 16 }e an Mine: Scraacad m6W..rs-.epacIe I :r4K.,t61l aII.ra:.twautes 't wales• Is WY. MI5 VIM COG. A 'a.I.Mobs.. Ill& sr d W5 Ma pc.44 es e' tb.a. 411111411114111 Ia. It r@ ail a le hatilA. Lila CM .alas II.Iulkdi pelf asp 1W LIL,.M IL mood ag.ma 11.N•s les.8'b st' 9a led' L Antic, Wiwi LU CO R i- I J Z • CL d J CIL W _ '> W O z USR 16-0041 LIGHTING PLAN r _a C) G r >L CIP.S" Malaria_ 1r:vfl1 r HI -1H SUHMIIIA.. cr,m SU@Iffret w ,1 C : I a ' c as , a 0 MINIM SLIM I1IM. • Y 1' taj T �O a 's•. I I- Ii) 3 0 a: CL 417 "i 17 3.. ✓ C Shits' 1..mh!r: 5 air-14.,te -4.F ...J. TN7 I'M -u.r.: F•. 0,: r..•..A neat ate 1+a Condition of Approval —1.D Landscape and Screening Plan The applicant shall submit an updated Landscaping/Screening Plan to the Department of Planning Services for review and approval. The equipment parking area and the employee parking area shall be screened from adjacent properties and public rights -of -way to the north, south and east and any residential properties. The applicant working with the Department of Planning Services has submitted a Landscape Plan which details the plant material layout, the fencing details and the location of the monument sign. IISI? 1V.^.id :r G is V: Q a: in a L RI i W 6 C Gj c :r R.' T. 1. OI•� at A CJ q_ C 's a= Ilt rc- Vti • rrrr LL L •Y / 'C_-- S :;INOLC MN) I'0L' I •T' '.T"t'i O: UL C.JE l AWE POLE WIN F'GJIPMFNT STORA(F firI� ex S4 rYf l . e1' - t /I V �s LI•3UILT ASPi'IAL' _ — $TrC R:43E I f J, _1 �YF_`f b Ac ---- _-ot - 4, + i 1: I '' _ ,. I I -� SIT= : 'l``, `cr"JL1; I le rL � ,ANT anis 0 Q �� PILt`. — N) LTh :ETi=_: t=:roft F. {JN4;91 aa+rar �7'tD(3y C1C{a I rr a 1E,:_ as? /jM' WATER LINE M6' _Ail M� riieC' '^• F THE ;OU'IT f.'s ROW 4 1 KA'r v-,r•O'1D4[tC$ 1. iT _ `lE EASEMEYT a 4.4.277; ri.c.'T 7 8.1!..206 EJILOING MOUNTED LIGHT --I 3r • % ) 1' I. STDCK_ , J � rl '1, PILE —'1 FF u S. v 1 di 4_ 1 ,[ -•-e f 1).C.-.:4•' \t, , •1 ` 4` a :aye y. •'1. � v \ S % .' 4 , r1 H l'Q `` N. 11.1`..1 /5 1 A I a' `• 11,1+1,1.1 Lq �% t5 }, 1� ,....A-4,... ` alto. '111231-..I'.\\‘‘ , 1G +7 r`N \ STOd{ `< 1 lli til 11 111 �1LE ` ,1 t : vl., rr r Rjrf .'1.11;•1.5 r \__':7.ti., .,, 1, if ,1 1., . (iAN$PE PLAN I • l -4-4 P$I1 MN� l J (TYR) • • _ - Ili. • - - -4rs � .�.. s.r.�i rJ S PITH I .x;21 5% i y cc Fzrz riIPH -jiS i r' flEGETA-IOn 11,-; Ht h;lrl P1IIIlDIF.T.F.FFnhgF:,S + r (his PORI v' SCALE: 1"..100/ _ {IL NAT VE SEED (TYP) 121PE II1IJJ3 4 N mrs ILMTIYE SEED ON ALl I) .sf11REIM &PEAS FSILUUSTPA-C?OTl'P; 7 —tar • ti` 06'` V 1 I • a> 0 50 IX 200 3EO NORTH LPN t BOAG.W.: IIRRIDDR ROAD GQUMT YRC'.4D S LF 1231 31 PRO 31 •RED„ long 1 TREE TOR EVERY TORT JNE J TET 0 -STREET PRC1TAGE P.F$ %.3 I -UT LOT 11 A; .7A Ea' PRO. 1 10.96t1 SF 1,499SF 1,101 EF •RECU kE11ENT: -a%OFTHEAREAOFA'Al (MG LC- PAU& 2EUi'IO;CK'E0. 0 0 PLANT SCHEDULE ; LEGEND Drc4Dy%. ;ruts 0 0 0 :TY •o le CNA 1i CEI.nsOCI„ IIIENTALIS DJERCBS MNCioOC:4It}A 2? .JNIPF1US!&JRJLDRUM III Yd riIIJS 1l3hh 'S 22 F*JJ$$'rLti'GSTRIS X+Zum3EH.JES •006E QTY BOTANICAL NAME TLS 23 RHUS TR LICATA xrion7.. Eirsi 202; p(}TIHG4LIVAPJC a .(5 25 JIIHIPERUS{;HINENSLL SEA MEM c OrliCuroc.Rkm STEES1EWS SEED MIX .1111 2 JUNIPERUSIIrMONTM.IS'IIUGIIC3 MULCH SFFT ROCK NLLOI *FD $IGH Fax.r41 •;0'AQUEI FF.Ill •32 C.3MM9N Ni.M COMMON HACKBERRY BURR 04N cMMON Nil relic y,1_ trt 3&R 2.5T.CI se. 2.5'tAL ra CA.'CR ROCKY WlUNT.4N'I.PJ 3ER 3t B PJS I RMrl tl_4C:.Iirt SCOTCH PM COMMON NAME_ THREE -LEAF SUMAC COMM9N QM; SEA {;PEEN JUNIPER I-UIGIIES-X*0C 1 t-3'Rl'4'ERROCK ;FR SF RI M KEPI D' ''aESTERN WHEATGRAS&IARFiIBA, BARTON, ROSANA) BLIUE GRAtMA (HACHITAL, LCivINCTON) SICE( tTS GRAM WAUGHN, BUTTE, TIER, EL RENO,HASKELL) $MOOTS , BRC''ME (LINCOLN MANONAR) SAND DROPSEED PERENNIAL RYE 3HA$$ (CALIU1 A F (36XIL1AL1 I UHAPLOID) SI :'1 r1FR W HFATGRASS {PR'YOR, R Fv: vUF OR SAN LUIS) ALKALIGRS& (FATS II, SALT ON SEA) OSITCH$RASS TIEBR4c<A 26, BLACKYNELL) 2.50 LES PLS I ACRE 1.50 LBS PLS a ACRE 2.25 LBS PLS ?ACRE ZOO LBS PLS ► ACRE 0.25 LES PLS ? ACRE 0.r5LEIS PLS iACRE 2.501 BS PI -S i ACRE 1.25 LB& PLS ?ACRE 1,0B MKS P ACRE TOTAL 14.COPLS +ACRE 36U afitHl 3$D 34IIT TYPE 5SAL rtrrr SNAL Lu D W Z uj t a D 2 W M O LANDSCAPE G O C a F- e LY x N 63 II d g e C '4L co lib r7i N a v 4 4: 3 t w C. d er. Y W 2 u 2 F. S - UOS Cl Z 1i 0 42 C - CJ a a u. ttiT 212 ezig Sheet lumber; 3 The Landscape Plan consists of Rocky Mountain Juniper, Black Pine and Scotch Pine sited in a naturally occurring irregular clump and gap of plant material serving as the backbone on the ten -foot in height earth berm. The common Hackberry, Burr Oak and three -leaf sumac serve as accent plant material. Low growing sea green juniper and Hughes juniper compliment the plant palette. The applicant has also worked with the Department of Public Works in identifying an acceptable seed mix for the areas of disturbance and the stormwater pond areas. The Landscape, Lighting, Fencing and Facility Sign plan dated June 13/ 2019 was accepted by Planning Services. 9 C BASE DEPTH SHA.1 BE FIELD rEREFIErwm-1 STI.UGTUR?L CIVIL 1NGI HLER RASP ON C.iarF SCf GONDMCN,5 AND FIXTURE ASSEMBLY EPA RATIN3.o a, C?� _ de— 24" �f Pole Base Detail SINGLE HEAD LUI/F.APE 1*10 STzA.14DED TO LIGIiTING FIXTURE d'X8."HA?C'HQLE IN UHE: F9J HOLL:ek GROUNDING 3 STUD 11/M-1*8 OlJ Gi:QUIJUIMGWIRE I;? RtBAN #3 TIES 3' :ROM TOP ti IOP OF FINISH OKAL1E_ ----CONDUIT RISER, CL,AN11T'1' M REC1D. 313 FORDBARS a17OC. — I'i#T, or VFRT MRS Scale: NTS ZN 8' } ASPHALT. SPEtIALTIES CO.. Fl FWAT ON SIGN y Scale: NTS 1' CHAMFER CCI CR_I L'SIGN I'ANW C3L3Il#2 METAL LOGO PIN M10'JhNTED TO'SI{ J PAVEL 4' —Al I MITAI IfT—FRS 3' CHAMFFR CUCI'L I L GASL. COLOR!' 1 12.10 O1. —`y 4 12:.00' 1 EN.CLCSEO- ASI I DUMPSTER ENCLOSED TRASH DUMPSTER DETAIL SCALE: 1 "=1 U' wi JAL/ PERM , PRZRCSEC GRADE II I ADA—, ACCESS :B _E PARKI'JC'• 'ti I-Nr.A AGCr SSIIII F PARK Ni:, I • 1.Oc'+- - 1 --9.(iU' 1:1YN.) • :M,4 • ADA PAR {ING _ s • SIGN •(iYi').) • ADA DETAIL SCALE: 1`-30 VISUAL/NOISE BERM TYPICAL DETAIL N.1.'S, / 1 IF I VISUAL/ NOISE HERW, ! ;,LQJIIJOS U (> M AN ) �f ''LANTCD N Arf ROVED 'JAIIVL VRASSE SEED MIX WESTERN WHEAT GRASS (ARRIBA, BARTON, ROSANA) BLUE GRAMA (HACHITAL, LOVINGTON) SIDEOATS GRAMA (VAUGHN, BUTTE, NINER, EL RENO, HASKELL) SMOOTH BROKE (LINCOLN, MANCHAR) SAND DROPSEED PERENNIAL RYEGRASS (CALIBRA OR GARIBALDI TETRAPLOID) SLENDER WHEATGRASS RASE (PRYOR, REVENUE OR SAN LUIS) ALKALIGRASS (FULTS II, SALT ON SEA) SWITCHGRASS (NEBRASKA 28, BLACKWELL) 2.50 LBS PLS I ACRE 1.50 LBS PLS / ACRE 2.25 LBS PLS I ACRE 2.00 LBS PLS / ACRE 0.25 LBS PLS I ACRE 0.75 LBS PLS / ACRE 2.50 LBS PLS I ACRE 1.25 LBS PLS / ACRE 1.00 LBS PLS I ACRE TOTAL 14.00 PLS / ACRE sap Ss FENCE SHALL BE VINYL HEIGHT: TBD STYLE: TBD COLOR: TBD (1) FENCE -01 (OPAQUE) KU.) Scale: NTS A.11)::::.x xx ,0 \.\ fiieS•C\xs .:;;s5..\>1'15.),y :;'),; ‘: , ls,,,,,,\ .a.): y ti,,,; ♦a xa�`ZO�r"y�� ,� 0 ,�, yon �e'Y�T`•^*J''� � �'..' (t �yy 1�.r^ y''+'�� .� +. (H kv(pitfy4^.1i�f•{l �,yf �Y-J�dJ�+7 y ; d 1 �• T �♦y� A�AS19 ��yyl.. j •447 . e tea' 1i , Ti i w �y.R (� •Raft} rq '' ` ti ti I I FENCE -02 K ' Scale: NTS F H Condition of Approval 1.E — FRICO Crossing Agreement The applicant shall submit evidence of a crossing agreement for the Bull Canal (FRICO) Lateral 1 Ditch. Evidence shall be submitted, in writing, on FRICO letterhead, to the Weld County Department of Planning Services. Representatives for the applicant have been working with FRICO for a period of time to obtain a crossing agreement. A meeting was held as recently as Thursday June 27, 2019 to address this issue. The applicant's representative is prepared to address the current status. Condition of Approval 1.F — Improvements Agreement An Improvements and Road Maintenance Agreement is required for off -site improvements at this location. Road maintenance, including dust control, damage repair, specified haul routes and future traffic triggers for improvements will be included. Representatives for the applicant have been working with FRICO and Weld County for a period of time to obtain a maintenance agreement for the County Road 6 Bull Canal box culvert. The agreement with FRICO drafted by the FRICO Attorney was to have been provided to the applicant late last week. Weld County also provided the applicant with the agreement to address on -site and off -site improvements late last week. The applicant's representative is preparing an updated Construction Schedule and Cost Estimate for the facility and collateral per agreement that was submitted June 28, 2019. The applicant's representative and the Department of Public Works will address the current status of the Improvement Agreement. Condition of Approval 1.G — Drainage, Grading and Approved Variance A Final Drainage Report and Certification of Compliance stamped and signed by a Professional Engineer registered in the State of Colorado is required. The Department of Public Works issued the Grading Permit # GRD19-0028 on June 7, 2019 The Department of Public Works approved the Drainage Report on June 7, 2019 The Department of Public Works approved the Drainage Variance for retention on June 6, 2019 Condition of Approval 1.H Concerns raised by Central Weld County Water District The applicant shall submit written evidence of meeting all of the requirements of the Central Weld County Water District and evidence each parcel associated with the facility has an adequate water supply of sufficient quality, quantity and dependability. The applicant submitted a letter dated May 19, 2016 from Central Weld County Water District and a letter from Northern Colorado Water Conservancy District dated April 7, 2017. The Order for Conditional inclusion of lands within the boundaries of the Norther Colorado Water Conservancy District was signed by the Court, Chief Judge James F. Hartmann on April 27, 2017. An approved Tap Agreement fora 3/4 -inch diameter line for potable water for the parcel with the office and shop building was permitted under Water Agreement No. 3236 dated October 20, 2017. 5. Conditions of Approval to be met prior to prior to Construction: A. If more than one (1) acre is to be disturbed, a Weld County Grading Permit will be required. The Department of Public Works issued the Grading Permit # GRD19-0028 on June 7, 2019 B. The approved access and tracking control shall be constructed prior to on -site construction. The Department of Public Works issued an Access Permit # AP19-00199 on June 11, 2019 6. Conditions of Approval to be met prior to prior to Operation: A. Accepted construction drawings and construction of the off -site roadway improvements are required. The applicant submitted stamped Construction Drawings to the Public Works Department on June 4, 2019. The applicant has submitted revised Public Improvements Plans, Construction Drawings for roadway improvements/ and has also submitted Traffic Plans accompanied by a comment letter from the applicant's engineer to the Public Works Department for final review and acceptance. The right-of-way Deed of Dedication and Legal description was submitted on June 17, 2019 to the Public Works Department for processing and approval by the Board of County Commissioners. 6. Conditions of Approval to be met prior to prior to Operation: B The applicant shall construct a westbound left deceleration lane on County Road 6 and an eastbound right deceleration lane on County Road 6 at the facility access. The applicant submitted stamped Construction Drawings to the Public Works Department on June 4, 2019. The applicant has submitted revised Public Improvements Plans, Construction Drawings for roadway improvements, and has also submitted Traffic Plans accompanied by a comment letter from the applicant's engineer to the Public Works Department for final review and acceptance. The right-of-way Deed of Dedication and Legal description was submitted on June 17, 2019 to the Public Works Department for processing and approval by the Board of County Commissioners 6. Conditions of Approval to be met prior to prior to Operation: C. The applicant shall develop an Emergency Action and Safety Plan with the Office of Emergency Management and the Fire District. The plan shall be reviewed on an annual basis by the Facility operator, the Fire District and the Weld County Office of Emergency Management. Submit evidence of acceptance to the Department of Planning Services. The applicant submitted their Emergency Action and Safety Plan with the Office of Emergency Management and the Brighton Fire District, signed by all parties dated June 19, 2019. 7. Prior to the issuance of the Certificate of Occupancy: A. An on -site wastewater treatment system is required for the proposed facility and shall be installed according to the Weld County On -site Wastewater Treatment System Regulations. The septic system is required to be designed by a Colorado Registered Professional Engineer according to the Weld County On -site Wastewater Treatment System Regulations. The applicant will extend potable and fire flow water to the site with construction of vertical improvements associated with the shop building and quality control lab building. The applicant will permit through the Weld County Department of Public Health and Environment the design for an engineered septic (OWTS) system and undertake construction during construction of the vertical improvements. 7. Prior to the issuance of the Certificate of Occupancy: B. The applicant shall submit evidence of an Underground Injection Control (UIC) Class V Injection Well permit from the Environmental Protection Agency (EPA) for any large -capacity septic system (a septic system with the capacity to serve 20 or more persons per day). Alternately, the applicant can provide evidence from the EPA that they are not subject to the EPA Class V requirements. The applicant will submit either a letter from the EPA stating they are not subject to the EPA Class V requirements or submit a permit from this agency. This condition is a requirement of the Certificate of Occupancy. During the Probable Cause Hearing, the Board of County Commissioners determined there was alleged non-compliance with the following USR16-0041 Development Standards #1, 8, 10,11, 17, 20, 25, 27, 28, 29, 31, 32, 33, 36, 37, 39, and 40: DEVELOPMENT STANDARD 1: "The Site Specific Development Plan and Use by Special Review Permit, USR16-0041, is for Mineral Resource Development Facilities including an Asphalt Batch Plant; Asphalt and Concrete Recycling Operations; any Use permitted as a Use by Right, Accessory Use, or Use by Special Review in the Commercial or Industrial Zone Districts (heavy equipment maintenance shop, administrative office building, quality control lab, liquid asphalt storage, company fueling station and outdoor truck and equipment parking, staging and storage and raw and processed material storage when screened from public rights -of -way and adjacent properties) provided that the property is not a lot in an approved or recorded subdivision plat or part of a map or plan filed prior to adoption of any regulations controlling subdivisions in the A (Agricultural) Zone District, subject to the Development Standards stated hereon." Comment: The applicant stated to County staff that the plant has not operated and is yet to operate as an asphalt plant from this property. Operations occurring on site are confined to activities necessary for the development of the site in accordance with the Special Use Permit. V -rte a -. �.P2 _ya.a�i,---�. �Y - -. r .. ..' s _ • - ..- - •:! — - - - __`Ss.1-r4 a 72--;"•••• ..— �� '�11S'--Y. T - �... �'_� -Oi •rY '. _.d r _ r... f . - : _ - f S. ,r- t L.. - - - a of . - _ 4 =>' `r' f aa.e per. ediatrimili— •ia .. Ly. A. _. _ ...r..L. ..^._ • _, ca. c - . ,_ . _ _ .. -y.�-try-•: .i 1 .. _ _ .� 9 J'1''J y. ..�r�]'+v.�'_� Jtrei.a•.'Y+h"• _- tr:\ . ▪ r, i y-.�.. n.. •.11•A L -_ r -• �:csi �S •-sou: _ s. 1 '.'-.�r•- ._._i .k. :Il�"�' �1 .-- JA -,.'off: _. _'3c'... rt fr.<._.,.........„-2-:...-._.- _ Y,.' 41t_"..rS4 '�ti +^ .\. .rcZiF,CyvM1�^ " u -a -..s A'' -S' '�% �. . ',.E S.'.^ • S!_ yfr ��.il-. - yl_/� a_ i.,i a ,iti..'flr_V^ sue' t f:+Ydj r. 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Toque' .r• • .i' vac. *MI u itis It t e.r,k am- i� a mistia • - Lei y -,... — •••• �_�� - E•�.��'1-. • rat ant �..-- +- < • �.... - -._� _r a -"_rr _ - -�—i=w Naha `q• .�i, - �r�4 • 77 In'enbarn I P. • ' - •a +J y- ti S »• w. m��. r _ +.< - ��7y�- �-701 r. +e�'�' •� `48P no. geillEarnisa, - • .7" ▪ a 1:7 4-��•ti.-. aA'S� 1. : • ' 1:r ie�s� r_¢ }��. f�.�'Ib. •��^-. O •e, .� Jl.r�t• �+�. +• �..i . f3/ e '•tom -rte ' 'W.7:14;4. .��1n y _ + �•' Yis - - _ r ,.a ---+� q ..�+' - obi =.t— A. .'4wa: 2'n1�.►: �r < BSI `- Iowa - es an -mu -mot- 4 4 18. • fps • •••-- It d 44.9, J1. �— fit- -A-. ••;. In a • I la Casa - Current Asphalt Plant Configuration DEVELOPMENT STANDARD 36. "Building permits may be required, per Section 29-3-10 of the Weld County Code. Currently, the following have been adopted by Weld County: 2012 International Codes, 2006 International Energy Code, and 2014 National Electrical Code. A Building Permit Application must be completed and two (2) complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A Geotechnical Engineering Report, performed by a Colorado registered engineer, shall be required or an Open Hole Inspection." Comment: The applicant has applied for the following Building Permits: BCV1Y-00025 — Building Violation — Parcel 146725100052 & 146725100053 Equipment that requires a building permit has been added to the site without obtaining a building permit. Some of the equipment includes silos and conveyor belts. CME19-0063 — Commercial Electrical Permit — Issue Hold Install New 1600 Amp Service, 195 SF MCC Electrical Equipment Room and Generators for Asphalt Batch Plant Site Electrical - Asphalt Specialties Co / USR16-0041 Already Built - BCV19-00025 CMN19-0050 — Commercial Construction Permit — Issue Hold New 1400 SF Asphalt Batch Plant on slab - Includes (1) Control Center on skid, (3) Storage Silos - (1) Scale (1) Asphalt Burner and Drum Assembly (1) Asphalt Conveyor, (1) Vertical Asphalt Storage Tank, (1) Storage Tank W/Secondary Containment Structure, Electrical Equipment, Portable Storage Trailer, (1) Baghouse, Hoppers, (1) Silo and Cold Feed Bins- Electric Permitted Separately- Asphalt Specialties Co / USR16-0041 - Already Built - BCV19-00025 v. T^ ' r. m �v tn .� g ea S IC 7 b rc f 1r 2 3 3 n ._o P' m rP. SITE LOCATION W.O. 7 . .. CC 3 q ..I • - 1. II N 4 5147 VICINIT' MAP L FGFNO PROPER -Ts" _RC RIC,I-11—C'F-BAr IN EASE ENT CONTOU=cS PAVEMENT GRAVEL T%AFFIC DI1ECTION DRAINAGE FLOW ARRC,' � ► CC'4CXE—E PA H PROPOSED S' CI—AIN LNK FENCE (WITH PASTIC OPAOUE SLATE) a CLAN LNKFENCE THREE—S—RANO BARS WIRE STORM SEWER STORM WNHQ_E 'LIMED :h:' SECTICN OVERHEAD E_EC-RC LICE POWER POLE LIONT POLE OIL/GAS LINE VEs.— JIL/GAS VALVE STI'.UC'..RE C L/CAS WELL TRA\SPASSION LINE TOW=R CO 5C 0 100 200 6; I: 4P'LSOHS !'-)WH AP! .1.R. SL.4V1•Y FFFI O 0 ,.4rr.-i xIIiATE) --C- ,.4rrIOxIMATE) MARTIN/MAR-I% ASS WES NO RESPONSIBIL I7. FOR UTIUTY LOCAT OHS. -FE U-IJT ET_' !HOY1'N ON THIS DRAIYIC:� IIAV: !ZEN PLOTTED FROM -HE B=ST .AVAILABLE IHFoRMATIO'. IT IS. HOWEVER. TFIE CONTRALTO S RESPONSI3 LIT; TO RELG v:71 FY THE SIZE. MATFRvJ , MIAI/ORIN AND UFR-ICAI IO:.MIt)N C!F t. I .1'I IT ES PRIOR TO THE COMMENCEMENT OF ANN' C'TNSTR.:C-IGN. 1' • N - • 1. •e ems — I i•` ,:4ia f5ri`1 :£+c+83trts„) C I RECREATIONAL S7AMM' I` `tillI I SOLU7R.W5 LW PARr?E! it146725000027 1 F'i .'r'.'Lv' F{.R re -se •�-- - r ater Ixr! 'C r.4.0"-- I . :::v''iJ.... (, ateyAr1. r:Y:S`I: `•:6 �. .7.\J.. 4r9 s 1 '-y', a' Fr' r4P,/EgO I I AM I I i ' v� • ter r t) f fy)lee t r r rr 4 ! 'rr 1 '4 •/ / / /7/ r :h9F'rv'4.r`›4 .irdt�'irL �} ff f , ( PA% AC .2506; ? nn ,-•;`s •''� { - r k - Yf�c' �r ;`sue i 5y • • • r. • r ;ICUID ASPHALT SIDRAGE - x .- 1— I I• ! I :IJ y I I ( F. }' K' ee!. (r.- C.An.1 •' LJc ,.^ C..LVER— FOR 3JL1_ I .CANAL LCERAL \O. 1 -WELDS CU15NW RCx4>It3'-NO.-6-eci- C + {ICMIILCCTJW. la R J'H, *Y 'CA FTORE ROM--f-JI�Nr I, 5 •frC ^'5'r'E! Nt I 1n?I R' R'S PM 1f) A 'CFPTtm Hr. :l.R�!f14P.} ``f C7 jilt,1 ,. 1 -=.=,?1_ ----5. --_ - --- 4 r— RE -ELATION mONG I NO SUII-I] OR STORAGE AREA II ME -468.000 C- v R,SK PARKING & EQ_IPM E\T STORAGE } , I1ktdF.Ai:- -r tiWA F f -•r— -—me- w : N .-r.at tFICL[JNt I HAS' • SUN STER (SEE DETA14 QC LAB—) 501g501 : (MORE OR ::y ENCLOSED TIASI-=wilt CI-RIPSTER (SEE DETAIL) 'rr:.:.•:. EQUIaMEW STCRACE- r [II SFPTIO/I FIC:HFIFI +rJ 111 11111. 6 y.... r. J u r w —M NNTENAracx RtaaP ;1 th U: PIN I II 1OFT +nsLwL/ ,_-- N'.JISE @FAIT I RC: DETAJL THIS SHEET -1 h 40 CO. C.). AP=RDVE : !VW CRAR" TRACKING COMIROL -- PAD FOR CONST''s..C-ION ENTRANCE (It: RE ACCESS PERMIT A15 —CO 56 _.REJ4DVE,'. -AFTER -'ROJ=CT . COMPL _TION) . - JI rr •0 — • .... OS. � .... .'yi .'••..:::• .....v....... .................... , . !�.0 ,. e... ........................... FARKING. "'"'' = =r '(SEC DETAIL) - . FiC1ARDS (TYP.i ' ' 1 (A-PRp_{. 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M ICH RANT) BAS. ``•""� kti yf \`S;5; y,t ,'4, RE:: C.F— `,-:<,.. o? ti..:4 .6 LI i ,, ,:?`,ti`\� i=CY�GLE BR_OKEH i ELYCLE - - 5` N.•,;"•-•-. — _ 1 5, —. V cHs I FP • s, CONGR,flE Off • 642942. MN NTENAI•ICE • FR NA WEL_Ila 3 7-00 PARC'Ci. n46725=52 1 :FT V SLAV NOISIt SUM * Pc:LCSED—de 1%, ENCLOSE) TRASH DUMPSTER DETAJL OFT VI.S1...ALl NOISE ezRm [PROPOSED GRADE retie 7 I. 1St plThelskof ft, nr ADA 'PAR r-5'1 • VARIES L. V SUAL/ 'NOISE BERM COSIPOS.70 OF EARTH AND VISUAL/NOISE BERM TYPICAL DETAIL cc 2 a at 7 1 — Ili in ca ui tj USR R 16-0041 a CII ifp in FIRS- SL3MITTAL 00 00 MI rn 1.4 SIXTH SUBMITTAL Y'DR LIJSMWLt 04 elt dr fel a 21 TI IORhCROUGI en SUJh CSTROM SUh USTROM 4. TI-I0RNFIRCHIGH re r. • Section 23-2-270. - Development standards. • An applicant for a Special Review Permit shall demonstrate conformance with and shall continue to meet any DEVELOPMENT STANDARDS approved and adopted by the County. The DEVELOPMENT STANDARDS shall be placed on the Special Review Permit Plan Map prior to recording. Noncompliance with any of the approved DEVELOPMENT STANDARDS may be reason for revocation or suspension of the special review permit by the Board of County Commissioners. Civil penalties in lieu of a suspension may also be imposed with the express prior agreement of the applicant. The availability of these remedies in no way limits the Board of County Commissioners from seeking or applying any other remedies which are available for noncompliance with the development standards. • Section 2-4-40.O - Where the Board is considering the revocation or suspension of a permit or license, including but not limited to uses by special review and permits issued under Chapter 21, but specifically excluding liquor licenses, the Board shall consider evidence and statements in mitigation and in aggravation of the violation prior to determining the appropriate penalty. Such evidence and statements may relate to and include, but not be limited to, the following: • The compliance history of the party against whom the complaint was made with respect to the permit at issue or other County -issued permits. • Good faith efforts on behalf of the person against whom the complaint is made to comply. • Duration of the violation. • Economic benefit of noncompliance to the person against whom the complaint is made. • Impact on, or threat to, the public health or welfare or the environment as a result of the violation. • Malfeasance. • Whether legal and factual theories were advanced for purposes of delay. In addition to the factors set forth in this Subsection, the following circumstances shall be considered as grounds for reducing or eliminating penalties: The voluntary and complete disclosure by the person against whom the complaint is made of such violation in a timely fashion after discovery of the noncompliance. Full and prompt cooperation by the person against whom the complaint is made following disclosure of the violation, including, when appropriate, entering into a legally enforceable commitment to undertake compliance and remedial efforts. The existence and scope of a regularized and comprehensive environmental compliance program or an environmental audit program. Substantial economic impact of a penalty on the violator. Other mitigating factors. POTENTIAL SHOW CAUSE COURSES OF ACTION: • DISMISSAL OF THE SHOW CAUSE • CONTINUE TO LATER HEARING DATE • SUSPENSION OF THE USR • REVOCATION OF THE USR • INJUNCTIVE ACTION Probable Cause Presentation and Photographs DEVELOPMENT STANDARD 37. "The property owner or operator shall be responsible for complying with the Design and Operation Standards of Chapter 23 of the Weld County Code" Comment: The applicant at the March 8,2017 Board of County Commissioner Hearing indicated that they understood the Conditions of Approval and Development Standards and would abide by them if approved DEVELOPMENT STANDARD 40. "The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners." Comment: The applicant at the March 8,2017 Board of County Commissioner Hearing indicated that they understood the Conditions of Approval and Development Standards and would abide by them if approved Hello