Loading...
HomeMy WebLinkAbout20202454.tiffRESOLUTION RE: APPROVE RECONFIGURATION OF TRAFFIC CONTROL DEVICES AT COUNTY ROADS 29 AND 90 WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Weld County Department of Public Works has recommended to the Board that Two -Way Stop signs be installed on County Road 90 at County Road 29 and uninstalled on County Road 29 at County Road 9b, to ensure safety to the traveling public, and WHEREAS, the Board has determined that said traffic control devices are necessary for the protection of the general public. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Department of Public Works, be, and hereby is, directed to install Two -Way Stop signs on County Road 90 at County Road 29 and uninstall the Stop signs on County Road 29 at County Road 90, for the safety of the general public, and said signs shall conform to the State Manual of Uniform Traffic Control Devices. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 10th day of August, A.D., 2020. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: dream) Weld County Clerk to the Board BY: Deputy Clerk to the Board 7VED AS torney Date of signature: o8'/I3/2v Mike Freeman, Chair Steve Kevin D. Ross cc $o(13) Pw(DD/cP/ER/CH) U:sPo.+c►,� c5P O8'/.7/2O 2020-2454 EG0078 BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: 29/90 Intersection Stop Signs Reconfiguration DEPARTMENT: Public Works DATE: July 28, 2020 PERSON REQUESTING: Elizabeth Relford (PW Deputy Director), Don Dunker (County Engineer) Brief description of the problem/issue: County Crews are about to finish the paving of WCR 29 between WCR 90 and WCR 100. The current stop sign configuration at CR 29 and CR 90 has traffic traveling north/south on WCR29 stopping. Back in 2017, WCR 29 was designated as an arterial roadway per the functional transportation map. Public Works is proposing to change this stop sign configuration to have traffic stop on CR 90 a local roadway, allowing traffic to be continuous on CR 29 and function as an arterial. The east leg of CR 90 has been annexed by Pierce, however, not the last 100' to the intersection. Staff will send Pierce the pass around and drawing to make them aware. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1. The BOCC may choose to approve this stop sign configuration change 2. The BOCC may want to schedule a work session to further discuss the issue. Recommendation: Public Works recommends changing the current stop sign configuration at the 29/90 intersection as shown on the attached drawing If recommended for approval, this item will be placed on an upcoming BOCC Meeting Agenda. Mike Freeman, Chair Scott K. James Barbara Kirkmeyer Steve Moreno, Pro-Tem Kevin D. Ross Approve Recommendation Work Session Schedule Other/Comments; 2020-2454 0sbo ©O 78 1H/.3YE 100 WINS IIITNO CU LVERT Or Slow coo to FSKKINRis GTA sir 3 9QWKBP(h STA.S•36At73..It L N.47733.16 . EsIN,325.7a iffgN 1RNA1TCK ofit0i% CROW SLOPE mous T,� BTA 11.7676040` 17.47X4 it Ea}67 .35697 ANRG4tO4iM14! ,sTOT 993 .4 ROAD LASE SIGN R1-1().'7.373 WSW BTA E•61.3OT236.9 H.477.70.91 P.197361 II .5 C74lOfiaY 5L OPE :.... STA 11.,10DIOW .9.0731174 E-107]5716 ExIBHNG WATER MFTiRESEPV'CE •.- TING CULVERT STA. I3.3T.M OPSET°-2371 t TOP • 706565 CULVERT STA. 1:WIELPI. aRPaer 42051 hIIICPf106616.r -. PROTECT EIRETI CI E PASTING $Tou AHEAD SIO11, WSTALL 6POMPOM..S WMNGB ROAD NAVE Sir.AS 11.11.91 A01T211707. W18itr es I Ell SEA 1399e0701,07 �0ii-- 905 •711—.9=-110111-A—.- 'ROW IS? 01010======= (106—x.1011 ROADWAY SECTION ViCR 7S- OPP77Ee71 ox 10 NYC CRse V701 TO-YIESTCE CR25 '7TH 4:•s/ST Ct' CA 23. VAJl9S-EA$TOT ' ID VICE 1K - EAST OF CR 79 5901 W3- WEST Of CR23 PROVICIE 10EN63. Si1OtA0E1cETIFE PETAL SHEET 331 ROADWar CLASSIFICATION MOT HOR12 1•.107 AT1R9C 131101St LOCAL ,7L'1'61 LOCAL LOCAL 3 toI2TH! COLLECTOR 1111(2017, PERCENTAGE TRUCKS 744 85TH PERCENTILE SPEED (MPH) POSTED SPEED ET 59/NP 36193 .+..au 15+00 1 . ...,._.. _._1.. . ,_ ..._ g w L ..=... !DU M STING IXO GRADE 11 SERI r_1R 5085 .0801- ..:i.' : o a PV15T/ PVI EL 1 ...__._SIDS LYC ....,,..... 9,453 5054,M 7r 115547 .._ .. .,,�,?.+ _.. '. r S F V. PVI STAS1.9708 PVI EL' 511E34fi _!< UfSLO LVG�76W 94 1,...._.. _.... _.� �N _..__ ,..,...__._ .� I I P41 E. 5079 1S9 X.71390 LVC 1 _. I R.', i075 >, I I - _. ._.._..f ....; ._.. 1x cxosE ELOPt. ___.r.__ i - IA xix CROSS sLDPE _.. ., a GI I 7070 7065 1 i _. _ _.-... _. _-.... 1 i....._1_,;-_, 1060 CULVEr 9.00 - ! 8 ° � _3 _F4 S i!i 8 i li 6a 10„00 = a g x 11,00 S 78 g a„ RL N a 6n 11,00 ON i i ?, nF m 6 11-791 1 g 8 § a •:,,k a wn 6R 11.m 8 ki wg i S 9 8 g 3 8 (; r. 881 ........ R -^ S ''''6 O 6 a -- �.• T b 6'& fl __ 5 o P 51 7 PROP. -MU 97 EX=507497 PROP 5075 00 EX=50759 mo 'r o w g .A e 7 6� e e Xfl Im PROP=5070 O6 EX•S01769 PROP.50T6 % Computer Fie Inionmition Duos OW V3V3162320W1WSWRW LIcW1442r 1/3120511/31205111115. 0.W fa atw �f ••.•> ....4t,.N1AACA RANkS CY 1.0,1•11.,4,01.11.. tW Ca .a 20 ik NaMCI _V6v.T. P -HI , 1.949.11.999 1.949.11.999t MID 4a! ADAGIOS tot 6Oe Index of Revisions oars CAmmerds IKADN, WELD COUNTY 9 19+00 As Constructed ^Aliso soots ORICEULY CA 05102015/1 AOKI )�OELET N1 NY Remmons Reword 20.00 21.00 5090 5085 5000 5075 5070 5065 5060 IL - I IWA 96 KEYMAP NTS uELAtr MOTMCA CENTER Or COLORADO CAS i-6LWINLSS 0ARS 1.ALVMCL HUSK +ISA CG. *HACK oA 1%.4041£ to. INC YNAAPG Oa UAGLROROUro meows, untNRA WCR 29 - WCR 90 TO WCR 100 PLAN & PROFILE (SHT 1) GLW Project No./Code Ua1 Oem4e {kW SHAN HANK GRSO SW OD97b91 1 of 35 Hello