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Home My WebLink About20043640.tiff 7 FORT LUPTON PLANNING AND BUILDING DEPARTMENT M T Si 10, nrif? Jx Niimt DEVELOPMENT REVIEW REFERRAL cot HIM FROM: TOM PARKO, CITY PLANNER DATE: NOVEMBER 23, 2004 PROJECT: Lupton Lakes Annexation, Zoning & Special Use Permit INTERNAL DISTRIBUTION: _X_ City Engineer _X_ City Attorney _X_ Police Chief City Administrator _ City Planner _ City Clerk _X_ Public Works Manager _ Building Inspector _ Recreation Manager Golf Course Manager _ OMI OUTSIDE DISTRIBUTION: X_ Fort Lupton Fire District _X_ Weld County Department of Planning Services _ CDOT _ Army Corp of Engineers _X_ Xcel Energy _ Postmaster _X_ United Power _ Colorado Department of Natural Resources _ Colorado Division of Wildlife _X_ City of Brighton _X_ Fulton Ditch Company _ Weld County Assessor NCWCD _X_ Weld County School District RE-8 Mineral Owner _X_ Qwest Communications Comcast Adams County Communications(Adcom) Other If you have comments, please respond by: January 3, 2005 Comments may be sent via mail, fax at 303.857.0351 or email planner@frii.net COMMENTS: P.O. BOX 148 FORT LUPTON, COLORADO 80621 / L f G f)t=vll U l 2004-3640 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALDRIDGE fq,5 PC} TA/ Lai NITS, LLC • Advances ; o _ , z " _ n Design • • • • ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Advanced Transportation Planning and Traffic Engineering TRAFFIC IMPACT STUDY for the Viiiano, Watada, & Yokooji Sand &Gravel Mines FT.LUPTON,COLORADO Prepared for: Southwestern Investment Group, LLC. 333 W.HAMPDEN AVE.,SUITE 810 DENVER,COLORADO 80110 Prepared by: Prractlx01 R pis ' JOHN M.W.ALDRIDGE,PE,PTOE,AICP k, •. O •Sc Aldridge Transportation Consultants, LLC .o 4 m. B 1840 W.LITTLETON BLVD. SUITE •• ,�.• • LITTLETON,COLORADO 80120 . 303-703-9112 ,o.. ..•�• •G4 --...:007„ SS�• A`E��? / October 2004 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study TABLE OF CONTENTS CHAPTER 1 : INTRODUCTION AND EXECUTIVE SUMMARY CHAPTER 2: PROJECT TRIP GENERATION AND DESIGN HOUR VOLUMES CHAPTER 3: TRIP DISTRIBUTION CHAPTER 4: EXISTING AND PROJECTED TRAFFIC VOLUMES CHAPTER 5: CAPACITY AND LEVEL OF SERVICE ANALYSIS CHAPTER 6: TRAFFIC SIGNAL ANALYSIS CHAPTER 7: SUMMARY, CONCLUSIONS AND RECOMMENDATIONS APPENDIX ALDRIDGE TRANSPORTATION CONSULTANTS,LLC VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study CHAPTER 1 Introduction and Executive Summary This report, prepared by Aldridge Transportation Consultants, LLC (ATC), provides a Transportation Impact Analysis (TIA) and access study for the proposed mining of sand and gravel on four sites located on US-85 about two miles south of the Fort Lupton area. The report also provides recommendations for access and roadway improvements that will be occasioned by full development of the project. This TIA has been prepared in accordance with the General Guidelines for Traffic Access and Impact Studies for Site Development (April 2003) provided by the Colorado Department of Transportation(CDOT). The project is a proposed sand and gravel mining operation on four sites. The Villano site is located on the north side of WCR-8 between US-85 and WCR-27. The Adams, Watada and Yokooji (north to south, respectively) sites are located on the south side of WCR-8 and north of WCR-6 again between US-85 and WCR-27. An aerial map on the next page shows the location of the sites, adjacent roadways, access location, and proposed haul route. The haul route is broken down by percent going north and south. The sites will be depleted in approximately 10 years then converted to water storage facilities. A primary feature of the mining operation is a material conveyor that will connect the sites and take the sand and gravel to a processing center on the Yokooji site. Haul trucks will transport the sand and gravel to construction sites throughout the region. The operator r estimates that 80 percent of the sand and gravel will go south on US-85 to the Denver metro area. The other 20 percent will go north on US-85. ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 1 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES — Transportation Impact Study C Li�` . tion and u' 'Lite Fpy,. A h 44,41 , g ts i x y': E F , . -, y4 ₹ k 8 t - Wit... , w } fk- x ;F.; t ! i c�6is _ 1 t YES ...._u1=. _ *Onri z cccss _ r 1 ~ a; t 'J.,minRIPi to l$ four - k �≥ safe - f, ° 9 ALDRIDGE TRANSPORTATION CONSULTANTS,LW PAGE2 ^ F71 VILLANO,ADAMS WATADA &YOKOOJI SAND&GRAVEL MINES Transportation Impact Study Only one access point on WCR-6 is needed to serve all four sites. It will be located approximately 1,000 feet west of WCR-27. The intersection of US-85 and WCR-6 was recently signalized by CDOT. The haul route is to and from US-85 via the short section on WCR-6. No haul trucks will enter sites from WCR-8, WCR-6.25 or have the need to use WCR-27. This report references two important planning documents: 1) The US-85 Access Control Plan, and 2) The Fort Lupton Transportation Plan. In review of the two plans, the proposed access location and haul route are consistent with them and, in fact, enhance the overall goals and objectives of each. The City of Brighton Transportation Master Plan was also reviewed, but it did not contain any useful information for this project. • The Fort Lupton Transportation Plan emphasizes improvement of WCR-27 (Old Brighton Road) to a four-lane principal arterial that will provide an alternative route to US-85. As part of this application, necessary right-of-way for the improvement will be dedicated. During the mining stage, WCR-27 will not be used for the haul route. • The primary haul route access to US-85 is at WCR-6, a recently signalized intersection. This conforms to the US-85 Access Control Plan recommendations. The westbound approach to the intersection will be improved to accommodate a new left turn lane. Turning movements from the haul route will directly impact no other intersection on US-85. ALDRIDGE TR4NSPORTA n/ON CONSULTANTS,LLC PAGES VILLANO,ADAMS,WATADA,&YOKOOJI ralSAND&GRAVEL MINES Transportation Impact Study • Per a suggestion from Weld County, the section of WCR-6.25 ^ bordered by the Watada and Yokooji sites will be vacated. The intersection of WCR-6.25 and WCR-27 will be closed. The intersection of WCR-6.25 and US-85 will remain open to serve the existing businesses that front on US-85. • The access location to the processing center on the Yokooji site will be located approximately 1,000 feet east of US-85. The access will be constructed with sufficient corner radius for WB-50 vehicles. • A school bus pick up point on WCR-6 will be included in the design of the westbound approach to US-85. This will serve the children living in the small mobile home park on the west side of the Yokooji site. The location and design of the pick-up area will be developed jointly with Weld County and the school district. ^ US-85 is categorized as an E-X highway and access is governed by CDOT under the provisions of the State Highway Access Code and the US-85 Access Control Plan. All highway and intersection construction plans and permitting requirements will be processed through CDOT Region 4. In summary, the proposed mining operation featuring a central material conveyor, one access point for all four sites, and the proposed haul route ^ will cause no adverse impact on WCR-27 and WCR-8. It will have an impact on the western end WCR-6 and the US-85 intersection. However, the impact will be mitigated by proposed improvements that include an exclusive left turn lane and a school bus pick-up area. ALDRIDGE TRANSPORTA non CONSULTANTS,LLC ay PAGE4 - VILLANO,ADAMS,WATADA,&YOKOOJI a SAND&Gon Impact MINES Transportation Impact Study _ CHAPTER 2 ,x,f. „e m�. ��,�, .� _.,.,e_. Project Trip Generation and Design Hour Volumes The site-generated trips from the proposed land use were calculated based on the operator's estimate for the number of daily and peak hour truck loads. No rates and factors for this land use can be found in the standard reference, the Institute of Transportation Engineers Trip Generation Manual, 7" Edition. The following chart shows the projected ADT and the AM and PM peak hour trips. :Trip Generdtlon Worksbe "-'Sentl,&GraJeLMmes > r; AM -PM' ITE CODE LAMD INE Ma ' QUANTITY ADT IN 40NT OUT n/a Mining n/a n/a 2000 90 90 25 25 ,*TALTRJ. . . 20RA `g 90-. 25 t 25 u Generally, the PM peak hour is the heaviest time of travel on the adjacent streets and when the site-generated volumes are as well. Based on this fact, the PM peak hour is the used as the design hour volume (DHV) and for peak hour signal warrants analysis. An exception was made for this study, as the AM peak hour left turn out volume at US-85 is much heavier than the PM peak hour. ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGES VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study CHAPTER 3 Trip Distribution and Assignment The projected trip distribution in the AM and PM peak hours is based on the operator's estimate of market demand for the sand and gravel products. According to the operator, 80 percent of the product will go south on US- 85 and into the Denver metro area. The remaining 20 percent will go north on US-85 to the north Front Range area. The proposed haul route is described in the graphic on the next page. It shows that all four sites will use only one access located on WCR-6. This is made possible because of a central material conveyor that will connect all four sites. The conveyor will transport the extracted material from each site to a processing center on the Yokooji site. Trucks will be loaded at processing center for distribution throughout the region. — ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 6 pip,„ VILLANO,ADAMS,WATAGRAVELA,&YOKOOJIMI NES SAND&D Transportation Impact Study Haul Raute I • F ₹ f • kti • t t n TAO°7( F* u ,r p P ' 3 iyr ,t _ ,„ r< ,, ,- ,r N�'� t t' ,4 1 � r, luillli v- - An..-It ALDRIDGE'TRANSPORTATION CONSULTANTS LLCM z�� PAGE 7 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study Chapter 4 Existing and Projected Traffic Volumes The study area includes four roadways and four intersections. The roadways are: • US-85 is a four-lane divided highway that is categorized by CDOT as an expressway. It is posted at 65 mph in the vicinity of the sites. The highway is a major north/south connector that currently carries approximately 25,000 ADT according to CDOT traffic counts. • WCR-27 (Old Brighton Road) is a two-lane rural type arterial that _ connects Fort Lupton and Brighton. It is posted at 40 mph. It carries approximately 4,000 ADT according to traffic counts conducted by ATC. • WCR-8 is a two-lane collector type road that is posted at 40 mph. It carries approximately 1,000 ADT according to traffic counts conducted by ATC. • WCR-6 is a two-lane collector type road that is posted at 30 mph. It carries approximately 1,000 ADT according to traffic counts conducted by ATC. The existing AM and PM peak hour volumes at the four surrounding intersections are shown on the following graphics. This includes WCR- _ 8/WCR-27, WCR-8/US-85, WCR-6/WCR-27, and WCR-6 and US-85. The counts are recent taken in July 2004 by All Traffic Data, Inc., a professional traffic counting firm. Count data is provided in the appendix. ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGER — VILLANO ADAMS WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study Projected traffic volumes on US-85 were calculated from growth rates provided by CDOT. In this stretch of the highway the 20-year growth factor is 1.6. This would raise the volume to 40,000 ADT. On WCR-27 the 20-year projected volume is from the Fort Lupton Transportation Plan. It states that south of WCR-12 the projected volume is 14,000 ADT. This assumes that it will become a four-lane principal arterial in 20 years. No growth factors are provided for WCR-6 and WCR-8. While the 20-year growth horizon is a standard analysis requirement, in this case the sites will be depleted in ten years and mining operations will cease. The sites will become water storage facilities and trip generation will be virtually non-existent. Consequently, 2015 is the most reasonable planning horizon for this study. In that regard, the growth factor on US-85 was interpolated at 1.35. This factor was applied to all the other roadways in the study area for the 2015 analysis. An immediate impact analysis of 2005 opening day conditions is also provided. The following graphics show the existing AM and PM peak hour traffic conditions and the projected 2005 and 2015 peak hour conditions. ALDRIDGE TR4NSPORTATTON CONSULTANTS,LLC ��. ., a ,. PAGES VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study — VIIIanoiWetadalAdamslYokoog Existing AM Peak Hour A q It r y L ( ail P B , n F * }' i- q�,pp s 3 1'1 r2n _',SC- ter N r ai qp° 0 .+ics _. _ ....n ...,.„,_: _:_ _. za __ ,.. v<-nc-.ca....... .. , ........ ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 10 - VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study VlllanolWetadalAdamelYokooji Existing PM Peak Hour s I , l 1s, 4. `'a_ CI ',ill :,... ti .t .d x>r - t , e 9 , - t.144 i } d I- x.. TT.x. .ev....3 ss. .av-v.>... r. >.._ <x v x.. ...t..r.. >. «n.,..e.<. > ,.. .m. „„ , .... ...... . ei ,... ,... ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 1 1 - VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES ^ - Transportation Impact Study 1/ManoMetada/Adams/Yokooji 2005 AM Peak Hour _ ki ;� 1, tl F. f i i r rit ii, ,, ,.., t�.tu 7a. S ,,, • x. .'+ Ln9:: .c.„..„,. ,,,,„i - ii., ,,,4. ' 5 it % .S, rY fi` .`� t tk �j fo r �r g`� " x d > Y,,,, .yr. s is W El n tit T_ ' � ._ _ ALDRIDGE TR4NSPORTA TION CONSULTANTS, �N ___ >-. _.t..... .- _._ .. ANIS LLC PAGE 12 - VILLANO,ADAMS,WATADA,& EL MINES I Illirii-_- -.- - --- „,,, n„,„„ , , ,_ ,_,_„--_ __ -„ SAND&GRAVEL Transportation Impact Study VIIlanolWetada/AdamsryokooJi 2005 PM Peak Hour I �� if f r,4,„ h_ it 19 u50 4 R • `§- a t �•', .,.. wx."-.w.r . ',it, .. t ,. Pi 3 YYj ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 13 YILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study 1/ManoMetadalAdameNokooll 2015 AM Peak Hour t 'it ti 9"" ;a':s ' t•- i Q n 11 li mvP" 14- { .1 4 pf i. a ° ; f 1 6 4 P S w , a , - ALDRIDGETR4NSPORTATION CONSULTANTS,LLC PAGE/4 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GR4 VEL MINES Transportation Impact Study Vlllano/WetadalAdamalYokooji 2015 PM Peak Hour eb X43 5 15 1.,. .2..„ 3 ..It i ATM: c,- r N K , 14' 4' .- �'�� '� "ate +.: or, - k ,ter ''Y"1 $M ' / ' 12, r Cra '''' "., F • 14 L 17 y un 4 i xE_ •.oh i }' ' F. iit�i Al y k � y .1 ' it�. i }} ALDRIDGE TRANSPORTA non CONSULTANTS,LLC PAGE I5 '-' - VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study CHAPTER 5 Capacity and Level of Service (LOS) Analysis ATC uses the Synchro V.6 software to analyze traffic operations and LOS. Synchro 6 uses the HCM 2000 methodology and produces HCM style reports. The chart below summarizes the existing and projected operating conditions at the four intersections. In 2005 and 2015 the intersection of WCR-6/US-85 assumes improvement with the exclusive left turn lane on the westbound approach. Level of Service Analysis AM/PM Unsignalized Intersections Existing 2005 2015 WCR-8/WCR-27 NA NA A/A WCR-6/WCR-27 A/A A/A NA WCR-6.25/WCR-27 A/A n/a n/a WCR-6.25/US-85 NA A/A A/B WCR-8/US-85 A/A* NA* B/C* Site Access/WCR-6 n/a A/A A/A Signalized Intersection _ WCR-6/US-85 A/A B/A B/B *Please note that ATC uses the ICU LOS results at unsignalized intersections to reflect an overall intersection LOS. The asterisk indicates a critical movement problem. The intersection of WCR-8 and US-85 is currently experiencing a poor level of service and operational delays on the eastbound and westbound left turns. These worsen as volume increases on US-85. Per the US-85 Access Control Plan the movement may be prohibited should a capacity or safety problem arise. ALDRIDGETRANSPORTATION CONSULTANTS,LLC PAGE 16 '- VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study CHAPTER 6 Traffic Signal Analysis The new signal at WCR 6/US-85 is extremely beneficial for this project. The number of trucks making the westbound left turn out can be accommodated safely and efficiently. Without the signal, the trucks would have to find an alternate route, possibly down WCR-27 to the Brighton area intersections on US-85. The current signal features protected left turns on the north and southbound approaches. On the west and eastbound approaches the left turn operates on permitted phasing. No changes to the phasing are necessary to handle the additional traffic. Also, the existing signal pole on the northeast corner is positioned to accommodate the proposed widening of the westbound approach without relocation. The US-85 Access Control Plan indicates that the WCR-8 intersection on US-85 may be modified to a% movement (no left turn from WCR-8)prior to its ultimate configuration of a grade-separated interchange when funding is available. No interim signalization is indicated by the plan and the haul route has no impact on this scenario. ALDRIDGE TRANSPORTA TION CONSULTANTS LLC PAGE 17 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study CHAPTER 7 Summary, Conclusions and Recommendations The traffic generated by the proposed sand and gravel mining of the Villano, Adams, Watada and Yokooji sites nearby Fort Lupton can be accommodated without adverse or unmitigatable impact on the adjacent streets and intersections. The proposed haul route is limited to the only access point for all four sites on WCR-6 located approximately 1000 feet west of WCR 27. All trucks will be compelled to enter and exit the access via the WCR-6/US-85 signalized intersection. The haul route excludes use of WCR-8 and WCR-27. The proposed haul route and improvements are consistent with the US-85 Access Control Plan and the Fort Lupton Transportation Plan. The following is the list of plan accommodations and improvements. • The Fort Lupton Transportation Plan emphasizes improvement of WCR-27 (Old Brighton Road) to a four-lane principal arterial that will provide an alternative route to US-85. As part of this application, necessary right-of-way for the improvement will be dedicated. During the mining stage, WCR-27 will not be used for the haul route. • The primary haul route access to US-85 is at WCR-6, a recently signalized intersection. This conforms to the US-85 Access Control Plan recommendations. The westbound approach to the intersection will be improved to accommodate a new left turn lane. Turning movements from the haul route will directly impact no other intersection on US-85. _ ALDRIDGE TR4NSPORTATIONCONSULTANTS LLC �� PAGE 18 `- VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study • Per a suggestion from Weld County, the section of WCR-6.25 bordered by the Watada and Yokooji sites will be vacated. The intersection of WCR-6.25 and WCR-27 will be closed. The intersection of WCR-6.25 and US-85 will remain open to serve the existing businesses that front on US-85. • The access location to the processing center on the Yokooji site will be located approximately 1,000 feet east of US-85. The access will be constructed with sufficient corner radius for WB-50 vehicles. Volumes or operational analysis does not indicate separate turn lanes at the access point. • A school bus pick up point on WCR-6 will be included in the design of the westbound approach to US-85 to serve the children that live in a small mobile home park on the west side of the Yokooji site. The location and design of the pick-up area will be developed jointly with Weld County and the school district. In summary, the proposed mining operation featuring a central material conveyor, one access point for all four sites, and the proposed haul route has been thoroughly examined for impact and mitigation. We find that the recommended haul route and accompanying improvements are sufficient to maintain superior operations without compromising traffic flow efficiency on adjacent streets and intersections. ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 19 VILLANO,ADAMS,WATADA,&YOKOOJI SAND&GRAVEL MINES Transportation Impact Study • APPENDICES ALDRIDGE TRANSPORTATION CONSULTANTS,LLC PAGE 20 VWAV Existing AM Peak Hour 3: WCR6 & HWY85 — Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r 4 "I tt r R ft r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 — Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 — Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.85 0.97 1.00 1.00 0.85 1.00 1.00 0.85 — Flt Protected 0.96 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1795 1583 1763 1770 3539 1583 1770 3539 1583 Flt Permitted 0.84 1.00 0.83 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1569 1583 1495 1770 3539 1583 1770 3539 1583 Volume(vph) 19 6 85 17 9 7 60 656 16 4 1124 30 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 21 7 92 18 10 8 65 713 17 4 1222 33 RTOR Reduction (vph) 0 0 86 0 7 0 0 0 4 0 0 9 Lane Group Flow(vph) 0 28 6 0 29 0 65 713 13 4 1222 24 - Turn Type Perm Perm Perm Prot Perm Prot Perm _ Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Actuated Green, G(s) 6.6 6.6 6.6 7.9 73.7 73.7 1.3 67.1 67.1 Effective Green, g (s) 6.6 6.6 6.6 7.9 73.7 73.7 1.3 67.1 67.1 Actuated g/C Ratio 0.07 0.07 0.07 0.08 0.79 0.79 0.01 0.72 0.72 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 111 112 105 149 2787 1246 25 2537 1135 — v/s Ratio Prot c0.04 0.20 0.00 c0.35 v/s Ratio Perm 0.02 0.00 c0.02 0.01 0.01 v/c Ratio 0.25 0.06 0.27 0.44 0.26 0.01 0.16 0.48 0.02 Uniform Delay, dl 41.2 40.6 41.2 40.7 2.6 2.1 45.6 5.7 3.8 _ Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.2 0.2 1.4 2.0 0.2 0.0 3.0 0.7 0.0 — Delay(s) 42.4 40.8 42.6 42.8 2.9 2.1 48.6 6.4 3.8 .. Level of Service D D D D A A D A A Approach Delay(s) 41.2 42.6 6.1 6.5 — Approach LOS D D A A Intersection Summary — HCM Average Control Delay 8.8 HCM Level of Service A HCM Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 93.6 Sum of lost time(s) 12.0 — Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group — Synchro 6 Report jmwa Page 1 Aldridge Transportation Consultants, LLC VWAV Existing AM Peak Hour 6: WCR8 & HWY85 f -- r 4 T ti 1 41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations �, 4. tj r R TT r Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 0 0 1 17 1 16 0 689 17 20 1141 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 0 0 1 18 1 17 0 749 18 22 1240 0 Pedestrians Lane Width (ft) - Walking Speed(Ns) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC, conflicting volume 1676 2051 620 1414 2033 374 1240 767 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1676 2051 620 1414 2033 374 1240 767 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 - tC, 2 stage(s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 100 100 100 81 98 97 100 97 cM capacity(veh/h) 58 54 431 96 55 623 557 842 Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 - Volume Total 1 37 0 374 374 18 22 620 620 0 Volume Left 0 18 0 0 0 0 22 0 0 0 Volume Right 1 17 0 0 0 18 0 0 0 0 - cSH 431 153 1700 1700 1700 1700 842 1700 1700 1700 Volume to Capacity 0.00 0.24 0.00 0.22 0.22 0.01 0.03 0.36 0.36 0.00 Queue Length 95th (ft) 0 22 0 0 0 0 2 0 0 0 - Control Delay(s) 13.4 35.8 0.0 0.0 0.0 0.0 9.4 0.0 0.0 0.0 Lane LOS B E A — Approach Delay(s) 13.4 35.8 0.0 0.2 - Approach LOS B E Intersection Summary Average Delay 0.7 - Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV Existing AM Peak Hour 9: WCR 6 & WCR 27 • "N le .— ` `\ t P ► 1 1 - Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4. Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 13 2 10 6 5 3 7 72 0 1 123 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 14 2 11 7 5 3 8 78 0 1 134 17 Pedestrians Lane Width (ft) - Walking Speed (Ns) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 244 238 142 250 247 78 151 78 vC1, stage 1 conf vol ^ vC2, stage 2 conf vol vCu, unblocked vol 244 238 142 250 247 78 151 78 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 98 100 99 99 99 100 99 100 cM capacity(veh/h) 700 659 905 690 652 982 1430 1520 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 27 15 86 152 Volume Left 14 7 8 1 Volume Right 11 3 0 17 cSH 765 721 1430 1520 Volume to Capacity 0.04 0.02 0.01 0.00 - Queue Length 95th(ft) 3 2 0 0 Control Delay(s) 9.9 10.1 0.7 0.1 Lane LOS A B A A Approach Delay(s) 9.9 10.1 0.7 0.1 Approach LOS A B - Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 18.7% ICU Level of Service A - Analysis Period(min) 15 Synchro 6 Report _ jmwa Page 3 Aldridge Transportation Consultants, LLC VWAV Existing AM Peak Hour 10: WCR 8 & WCR 27 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4, 4, 4. Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 17 10 12 18 14 11 3 69 6 7 109 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 11 13 20 15 12 3 75 7 8 118 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC, conflicting volume 248 232 128 247 238 78 138 82 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 248 232 128 247 238 78 138 82 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 97 98 99 97 98 99 100 99 - cM capacity(veh/h) 681 664 922 684 658 982 1446 1516 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 • Volume Total 42 47 85 146 Volume Left 18 20 3 8 - Volume Right 13 12 7 20 - cSH 735 732 1446 1516 Volume to Capacity 0.06 0.06 0.00 0.01 - Queue Length 95th (ft) 5 5 0 0 Control Delay(s) 10.2 10.3 0.3 0.4 Lane LOS B B A A Approach Delay(s) 10.2 10.3 0.3 OA ,., Approach LOS B B - Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 19.6% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 4 Aldridge Transportation Consultants, LLC VWAV Existing AM Peak Hour 14: WCR 6.25 & HWY 85 P \* l Movement WBL WBR NBT NBR SBL SBT Lane Configurations V ?t pr ' +1' Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 682 5 2 1158 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 2 5 741 5 2 1259 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) - Median type None Median storage veh) Upstream signal(ft) 1232 pX, platoon unblocked 0.97 0.97 0.97 - vC, conflicting volume 1375 371 747 vC1, stage 1 conf vol vC2, stage 2 conf vol - vCu, unblocked vol 1359 329 715 tC, single(s) 6.8 6.9 4.1 - tC, 2 stage(s) tF (s) 3.5 3.3 2.2 p0 queue free% 98 99 100 cM capacity(veh/h) 136 650 859 - Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 - Volume Total 8 371 371 5 2 629 629 Volume Left 2 0 0 0 2 0 0 Volume Right 5 0 0 5 0 0 0 - cSH 312 1700 1700 1700 859 1700 1700 Volume to Capacity 0.02 0.22 0.22 0.00 0.00 0.37 0.37 Queue Length 95th(ft) 2 0 0 0 0 0 0 — Control Delay(s) 16.8 0.0 0.0 0.0 9.2 0.0 0.0 Lane LOS C A Approach Delay(s) 16.8 0.0 0.0 Approach LOS C - Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 42.0% ICU Level of Service A Analysis Period(min) 15 Synchro 6 Report - jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV Existing AM Peak Hour 15: WCR 6.25 & WCR 27 .. l 7 1 t l d Movement EBL EBR NBL NBT SBT SBR Lane Configurations i. 1> Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 2 2 2 88 140 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 2 2 2 96 152 2 Pedestrians Lane Width (ft) Walking Speed (f/s) Percent Blockage Right turn flare(veh) Median type None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 253 153 154 vC1, stage 1 conf vol - vC2, stage 2 conf vol — vCu, unblocked vol 253 153 154 tC, single(s) 6.4 6.2 4.1 tC, 2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free% 100 100 100 - cM capacity(veh/h) 734 893 1426 - Direction, Lane# EB 1 NB 1 SB 1 Volume Total 4 98 154 Volume Left 2 2 0 Volume Right 2 0 2 cSH 806 1426 1700 Volume to Capacity 0.01 0.00 0.09 - Queue Length 95th(ft) 0 0 0 - Control Delay(s) 9.5 0.2 0.0 Lane LOS A A Approach Delay(s) 9.5 0.2 0.0 Approach LOS A - Intersection Summary Average Delay 0.2 - Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC Villano/WetadalAdams/Yokooji Existing PM Peak Hour :a Lt 9 . 1 ��siiiK r fn aa��.. Y'bed f #g E3F Y t , `� - ., ' 4b4 Y Yob d 4 f , V A 15 O 17 �t ��"4 5 1 Y .x � , $ s 6,r < a ` } t __ 1 5 .. :.,„; \ , ' 't,;',,,P. '4"-H, ; tt-tai,,,t j';, Pt:,i t ,4 't, .. 9:T "'ti-• t i __ f $ 2' v1( F Ft Y - 11 K 41.[Y . RR d�,i Rs't E . Y . Ili tirs,r , ,, ,,,„„,,,,,r-.3-4,,,,..:„.. ..rt . r j; 17s ., �'" y 25 rLLr� , err '�;, Y, 34 • 2 ' f .,` F3it 3 iJ 5 . O}� � � NN -4,:i4„ . . ". � � Y I _ 5 A � a4.1: A.. i may` I��IF ry 5- �yy t '5— sl ...W.. . E1j GY Y Wt. i z (47-4-": : 41 JMWA Aldridge Transportation Consultants, LLC - VWAV Existing PM Peak Hour 3: WCR 6 & HWY 85 -' --► i '— t 4\ t t `► 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 P 44 ' ft r is ft r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 — Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Fit 1.00 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.97 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00 - Satd. Flow(prot) 1801 1583 1773 1770 3539 1583 1770 3539 1583 Flt Permitted 0.82 1.00 0.82 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1535 1583 1484 1770 3539 1583 1770 3539 1583 — Volume(vph) 34 16 59 25 17 9 99 1357 13 4 1035 12 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow(vph) 37 17 64 27 18 10 108 1475 14 4 1125 13 - RTOR Reduction (vph) 0 0 59 0 9 0 0 0 3 0 0 4 Lane Group Flow(vph) 0 54 5 0 46 0 108 1475 11 4 1125 9 Turn Type Perm Perm Perm Prot Perm Prot Perm — Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Actuated Green, G(s) 7.9 7.9 7.9 9.8 72.3 72.3 1.3 63.8 63.8 — Effective Green, g (s) 7.9 7.9 7.9 9.8 72.3 72.3 1.3 63.8 63.8 Actuated g/C Ratio 0.08 0.08 0.08 0.10 0.77 0.77 0.01 0.68 0.68 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 — Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 _ Lane Grp Cap(vph) 130 134 125 186 2737 1224 25 2415 1080 v/s Ratio Prot c0.06 c0.42 0.00 0.32 — v/s Ratio Perm c0.04 0.00 0.03 0.01 0.01 v/c Ratio 0.42 0.04 0.37 0.58 0.54 0.01 0.16 0.47 0.01 Uniform Delay, dl 40.6 39.3 40.4 39.9 4.1 2.4 45.6 6.9 4.7 — Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.1 1.8 4.6 0.8 0.0 3.0 0.6 0.0 Delay(s) 42.8 39.4 42.3 44.4 4.9 2.4 48.6 7.6 4.8 — Level of Service D D D D A A D A A _ Approach Delay(s) 41.0 42.3 7.5 7.7 Approach LOS D D A A — Intersection Summary — HCM Average Control Delay 9.6 HCM Level of Service A _ HCM Volume to Capacity ratio 0.52 Actuated Cycle Length (s) 93.5 Sum of lost time(s) 8.0 — Intersection Capacity Utilization 60.3% ICU Level of Service B - Analysis Period (min) 15 c Critical Lane Group Synchro 6 Report - jmwa Page 1 Aldridge Transportation Consultants, LLC VWAV Existing PM Peak Hour 6: WCR8 & HWY85 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, . , 4? P t P fi Sign Control Stop Stop Free Free - Grade 0% 0% 0% 0% Volume(veh/h) 0 1 1 11 1 15 1 1403 60 17 1015 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 0 1 1 12 1 16 1 1525 65 18 1103 5 Pedestrians Lane Width (ft) Walking Speed(ft/s) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 1922 2733 552 2117 2673 762 1109 1590 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 1922 2733 552 2117 2673 762 1109 1590 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 94 100 55 95 95 100 95 cM capacity(veh/h) 36 19 478 26 21 347 626 409 - Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 2 29 1 762 762 65 18 552 552 5 Volume Left 0 12 1 0 0 0 18 0 0 0 Volume Right 1 16 0 0 0 65 0 0 0 5 cSH 37 53 626 1700 1700 1700 409 1700 1700 1700 Volume to Capacity 0.06 0.55 0.00 0.45 0.45 0.04 0.05 0.32 0.32 0.00 Queue Length 95th (ft) 5 54 0 0 0 0 4 0 0 0 - Control Delay(s) 109.1 135.8 10.8 0.0 0.0 0.0 14.2 0.0 0.0 0.0 Lane LOS F F B B Approach Delay(s) 109.1 135.8 0.0 0.2 _ Approach LOS F F Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period(min) 15 Synchro 6 Report _ jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV Existing PM Peak Hour 9: WCR6 & WCR27 t r t � t 4, Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 23 8 18 3 4 3 20 156 3 0 142 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 25 9 20 3 4 3 22 170 3 0 154 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC, conflicting volume 384 380 164 402 388 171 173 173 vC1, stage 1 conf vol vC2, stage 2 conf vol - vCu, unblocked vol 384 380 164 402 388 171 173 173 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 96 98 98 99 99 100 98 100 cM capacity(veh/h) 562 544 881 533 539 873 1404 1404 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 53 11 195 173 Volume Left 25 3 22 0 Volume Right 20 3 3 18 - cSH 644 606 1404 1404 Volume to Capacity 0.08 0.02 0.02 0.00 Queue Length 95th (ft) 7 1 1 0 Control Delay(s) 11.1 11.0 1.0 0.0 Lane LOS B B A Approach Delay(s) 11.1 11.0 1.0 0.0 - Approach LOS B B - Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 32.5% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 3 Aldridge Transportation Consultants, LLC VWAV Existing PM Peak Hour 10: WCR 8 & WCR 27 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4. 4 4. Sign Control Stop Stop Free Free - Grade 0% 0% 0% 0% Volume(veh/h) 43 35 6 14 19 17 8 169 26 13 124 6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 47 38 7 15 21 18 9 184 28 14 135 7 Pedestrians Lane Width (ft) - Walking Speed(fUs) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 410 396 138 407 385 198 141 212 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 410 396 138 407 385 198 141 212 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 91 93 99 97 96 98 99 99 — cM capacity(veh/h) 517 532 910 514 540 843 1442 1358 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 - Volume Total 91 54 221 155 Volume Left 47 15 9 14 - Volume Right 7 18 28 7 cSH 540 605 1442 1358 Volume to Capacity 0.17 0.09 0.01 0.01 - Queue Length 95th(ft) 15 7 0 1 - Control Delay(s) 13.0 11.5 0.3 0.8 Lane LOS BB A A Approach Delay(s) 13.0 11.5 0.3 0.8 - Approach LOS B B - Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 27.1% ICU Level of Service A - Analysis Period (min) 15 Synchro 6 Report jmwa Page 4 Aldridge Transportation Consultants, LLC VWAV Existing PM Peak Hour 14: WCR 6.25 & HWY 85 f t t I' �► 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations ►ys ft r Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 1400 5 2 1051 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 2 5 1522 5 2 1142 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) - Median type None Median storage veh) Upstream signal(ft) 1232 pX, platoon unblocked 0.82 0.82 0.82 - vC, conflicting volume 2097 761 1527 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2119 480 1420 tC, single(s) 6.8 6.9 4.1 - tC, 2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free % 94 99 99 - cM capacity(veh/h) 35 434 388 - Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 761 761 5 2 571 571 Volume Left 2 0 0 0 2 0 0 - Volume Right 5 0 0 5 0 0 0 cSH 102 1700 1700 1700 388 1700 1700 Volume to Capacity 0.07 0.45 0.45 0.00 0.01 0.34 0.34 Queue Length 95th(ft) 6 0 0 0 0 0 0 Control Delay(s) 43.1 0.0 0.0 0.0 14.3 0.0 0.0 Lane LOS E B - Approach Delay(s) 43.1 0.0 0.0 Approach LOS E - Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 48.7% ICU Level of Service A - Analysis Period (min) 15 Synchro 6 Report jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV Existing PM Peak Hour 15: WCR 6.25 & WCR 27 t t - Movement EBL EBR NBL NBT SBT SBR Lane Configurations V 4 Ti Sign Control Stop Free Free - Grade 0% 0% 0% Volume(veh/h) 2 2 2 182 159 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate (vph) 2 2 2 198 173 2 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) - Median type None Median storage veh) Upstream signal (ft) - pX, platoon unblocked vC, conflicting volume 376 174 175 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 376 174 175 tC, single(s) 6.4 6.2 4.1 - tC, 2 stage(s) — tF(s) 3.5 3.3 2.2 p0 queue free% 100 100 100 - cM capacity(veh/h) 624 870 1401 Direction, Lane# EB 1 NB 1 SB 1 Volume Total 4 200 175 Volume Left 2 2 0 — Volume Right 2 0 2 cSH 727 1401 1700 Volume to Capacity 0.01 0.00 0.10 - Queue Length 95th (ft) 0 0 0 Control Delay(s) 10.0 0.1 0.0 Lane LOS A A — Approach Delay(s) 10.0 0.1 0.0 Approach LOS A - Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 21.2% ICU Level of Service A _ Analysis Period (min) 15 • Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC VillanolWetada/Adams/Yokooji 2005 AM Peak Hour •S '51:5'7541:1"2:"5 � ' ' , rt 1�: �: $ ry.t' tx{ t3 < k d ! `.Irk!1 .W 1' - ii.i; ' t; A): ' O ' , , az , - ,...g.{t lai' . ti ;;, $$$ y ��y. ft1 ;f� 4 1 q . ''''.H7,'..:7;, , , ,:4 ..� t 1 "4v xq ax=.�au+g`.i. p 'T9 y'u l: T 1 +'.' yi." X4A y I. a f /(- v • - 8 'W..17..', J "' ....:111141,... 4 . ; b+.Y 2 1 as`� rgas _ o k N P. - n}, �"° a *V?-`e \ i �4 ' 4 N Z s - 4I" t- M.t `w. _ h Nor. 'ti, 1 •', JD � CR; 6. �/ r� ifs 1 N < rol L la y - j • } yy T — JMWA Aldridge Transportation Consultants, LLC r VWAV 2005 AM Peak Hour 3: WCR6 & HWY85 J — 7 1< ~ k- 1 t P `► 4 I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r ►1 4. ►1 lit }at Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 - Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _ Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 - Flt Protected 0.96 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 1.00 - Satd. Flow(prot) 1795 1583 1681 1637 1770 3539 1583 1770 3539 1583 Flt Permitted 0.76 1.00 0.74 0.82 0.95 1.00 1.00 0.95 1.00 1.00 — Satd. Flow(perm) 1410 1583 1308 1371 1770 3539 1583 1770 3539 1583 - Volume(vph) 19 6 85 99 9 25 60 656 106 22 1124 30 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Adj. Flow(vph) 21 7 92 108 10 27 65 713 115 24 1222 33 RTOR Reduction (vph) 0 0 83 0 21 0 0 0 30 0 0 10 Lane Group Flow(vph) 0 28 9 64 60 0 65 713 85 24 1222 23 "- Turn Type Perm Perm Perm Prot Perm Prot Perm Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 - Actuated Green, G (s) 9.1 9.1 9.1 9.1 7.9 69.1 69.1 3.3 64.5 64.5 _ Effective Green, g (s) 9.1 9.1 9.1 9.1 7.9 69.1 69.1 3.3 64.5 64.5 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.08 0.74 0.74 0.04 0.69 0.69 - Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 137 154 127 133 150 2615 1170 62 2441 1092 v/s Ratio Prot c0.04 0.20 0.01 c0.35 - v/s Ratio Perm 0.02 0.01 c0.05 0.04 0.05 0.01 v/c Ratio 0.20 0.06 0.50 0.45 0.43 0.27 0.07 0.39 0.50 0.02 Uniform Delay, d1 38.9 38.3 40.1 39.8 40.7 4.0 3.4 44.1 6.9 4.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.2 3.1 2.4 2.0 0.3 0.1 4.0 0.7 0.0 - Delay(s) 39.6 38.5 43.2 42.3 42.7 4.2 3.5 48.1 7.6 4.6 - Level of Service D0DD D A A D A A Approach Delay(s) 38.7 42.7 6.9 8.3 Approach LOS 0 D A A Intersection Summary — HCM Average Control Delay 11.3 HCM Level of Service B HCM Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 93.5 Sum of lost time(s) 12.0 — Intersection Capacity Utilization 54.8% ICU Level of Service A Analysis Period(min) 15 c Critical Lane Group Synchro 6 Report jmwa Page 1 Aldridge Transportation Consultants, LLC VWAV 2005 AM Peak Hour 6: WCR8 & HWY85 - Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR _ Lane Configurations 4, 4 14 r 1 art P Sign Control Stop Stop Free Free — Grade 0% 0% 0% 0% Volume(veh/h) 0 0 1 17 1 16 0 689 17 20 1141 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 — Hourly flow rate (vph) 0 0 1 18 1 17 0 749 18 22 1240 0 Pedestrians Lane Width (ft) -^ Walking Speed (ft/s) Percent Blockage — Right turn flare(veh) — Median type None None Median storage veh) Upstream signal (ft) — pX, platoon unblocked vC, conflicting volume 1676 2051 620 1414 2033 374 1240 767 vC1, stage 1 conf vol — vC2, stage 2 conf vol vCu, unblocked vol 1676 2051 620 1414 2033 374 1240 767 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 — tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 100 100 100 81 98 97 100 97 — cM capacity(veh/h) 58 54 431 96 55 623 557 842 — Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 1 37 0 374 374 18 22 620 620 0 Volume Left 0 18 0 0 0 0 22 0 0 0 — Volume Right 1 17 0 0 0 18 0 0 0 0 cSH 431 153 1700 1700 1700 1700 842 1700 1700 1700 Volume to Capacity 0.00 0.24 0.00 0.22 0.22 0.01 0.03 0.36 0.36 0.00 — Queue Length 95th (ft) 0 22 0 0 0 0 2 0 0 0 Control Delay(s) 13.4 35.8 0.0 0.0 0.0 0.0 9.4 0.0 0.0 0.0 Lane LOS B E A — Approach Delay(s) 13.4 35.8 0.0 0.2 _ Approach LOS B E Intersection Summary Average Delay 0.7 — Intersection Capacity Utilization 46.8% ICU Level of Service A _ Analysis Period(min) 15 — Synchro 6 Report jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV 2005 AM Peak Hour 8: WCR 6 & Site Access - Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 3, V Sign Control Free Free Stop - Grade 0% 0% 0% Volume (veh/h) 90 26 28 0 0 90 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 98 28 30 0 0 98 Pedestrians Lane Width (ft) - Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None Median storage veh) Upstream signal (ft) 988 - pX, platoon unblocked vC, conflicting volume 30 254 30 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 30 254 30 tC, single(s) 4.1 6.4 6.2 - tC, 2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free % 94 100 91 - cM capacity(veh/h) 1582 689 1044 — Direction, Lane# EB 1 WB 1 SB 1 Volume Total 126 30 98 Volume Left 98 0 0 - Volume Right 0 0 98 cSH 1582 1700 1044 Volume to Capacity 0.06 0.02 0.09 — Queue Length 95th(ft) 5 0 8 Control Delay(s) 5.9 0.0 8.8 Lane LOS A A — Approach Delay(s) 5.9 0.0 8.8 Approach LOS A Intersection Summary Average Delay 6.3 — Intersection Capacity Utilization 25.3% ICU Level of Service A - Analysis Period (min) 15 Synchro 6 Report jmwa Page 3 Aldridge Transportation Consultants, LLC VWAV 2005 AM Peak Hour 9: WCR 6 & WCR 27 { 4- 1 4\ t t '. 1 r Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4, 4, • Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 13 2 10 6 5 3 7 72 0 1 123 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 14 2 11 7 5 3 8 78 0 1 134 17 Pedestrians Lane Width(ft) - Walking Speed (ft/s) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 244 238 142 250 247 78 151 78 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 244 238 142 250 247 78 151 78 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 98 100 99 99 99 100 99 100 - cM capacity(veh/h) 700 659 905 690 652 982 1430 1520 Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 27 15 86 152 Volume Left 14 7 8 1 — Volume Right 11 3 0 17 cSH 765 721 1430 1520 Volume to Capacity 0.04 0.02 0.01 0.00 — Queue Length 95th (ft) 3 2 0 0 — Control Delay(s) 9.9 10.1 0.7 0.1 Lane LOS A B A A - Approach Delay(s) 9.9 10.1 0.7 0.1 Approach LOS A B Intersection Summary Average Delay 1.8 — Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 4 Aldridge Transportation Consultants, LLC VWAV 2005 AM Peak Hour 10: WCR 8 & WCR 27 C t t P ti l r Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 17 10 12 18 14 11 3 69 6 7 109 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 18 11 13 20 15 12 3 75 7 8 118 20 Pedestrians Lane Width (It) Walking Speed (Ws) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal(ft) pX, platoon unblocked vC, conflicting volume 248 232 128 247 238 78 138 82 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 248 232 128 247 238 78 138 82 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 97 98 99 97 98 99 100 99 - cM capacity(veh/h) 681 664 922 684 658 982 1446 1516 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 42 47 85 146 Volume Left 18 20 3 8 — Volume Right 13 12 7 20 cSH 735 732 1446 1516 Volume to Capacity 0.06 0.06 0.00 0.01 — Queue Length 95th (ft) 5 5 0 0 Control Delay(s) 10.2 10.3 0.3 0.4 Lane LOS BB A A — Approach Delay(s) 10.2 10.3 0.3 0.4 Approach LOS B B Intersection Summary Average Delay 3.1 - Intersection Capacity Utilization 19.6% ICU Level of Service A _ Analysis Period (min) 15 Synchro 6 Report jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV 2005 AM Peak Hour 14: WCR 6.25 & HWY 85 t t ti j Movement WBL WBR NBT NBR SBL SBT Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 682 5 2 1158 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 2 5 741 5 2 1259 Pedestrians Lane Width (ft) - Walking Speed (ft/s) Percent Blockage Right turn flare(veh) - Median type None Median storage veh) Upstream signal(ft) 1264 pX, platoon unblocked 0.96 0.96 0.96 vC, conflicting volume 1375 371 747 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 1352 310 700 tC, single(s) 6.8 6.9 4.1 - tC, 2 stage(s) tF(s) 3.5 3.3 2.2 p0 queue free% 98 99 100 - cM capacity(veh/h) 136 661 861 Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 371 371 5 2 629 629 Volume Left 2 0 0 0 2 0 0 — Volume Right 5 0 0 5 0 0 0 cSH 314 1700 1700 1700 861 1700 1700 Volume to Capacity 0.02 0.22 0.22 0.00 0.00 0.37 0.37 — Queue Length 95th(ft) 2 0 0 0 0 0 0 Control Delay(s) 16.7 0.0 0.0 0.0 9.2 0.0 0.0 Lane LOS C A -- Approach Delay(s) 16.7 0.0 0.0 Approach LOS C Intersection Summary Average Delay 0.1 - Intersection Capacity Utilization 42.0% ICU Level of Service A _ Analysis Period (min) 15 • Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC Villano!Wetada/Adams/Yokooji 2005 PM Peak Hour si tt " .« A � .. 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JMWA Aldridge Transportation Consultants, LLC VWAV 2005 PM Peak Hour 3: WCR 6 & HWY 85 — f N f4— °- 4\ t I' \* 1 4/ — Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r 11 4. 11 ft r R ft r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 — Flt Protected 0.97 1.00 0.95 0.99 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1801 1583 1681 1660 1770 3539 1583 1770 3539 1583 Flt Permitted 0.76 1.00 0.72 0.90 0.95 1.00 1.00 0.95 1.00 1.00 - Satd. Flow(perm) 1424 1583 1277 1509 1770 3539 1583 1770 3539 1583 Volume(vph) 34 16 59 45 17 14 99 1357 33 9 1035 12 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 — Adj. Flow(vph) 37 17 64 49 18 15 108 1475 36 10 1125 13 RTOR Reduction (vph) 0 0 59 0 14 0 0 0 8 0 0 4 Lane Group Flow(vph) 0 54 5 35 33 0 108 1475 28 10 1125 9 Turn Type Perm Perm Perm Prot Perm Prot Perm — Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Actuated Green, G (s) 7.9 7.9 7.9 7.9 9.8 72.3 72.3 1.5 64.0 64.0 — Effective Green, g (s) 7.9 7.9 7.9 7.9 9.8 72.3 72.3 1.5 64.0 64.0 Actuated g/C Ratio 0.08 0.08 0.08 0.08 0.10 0.77 0.77 0.02 0.68 0.68 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 — Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 120 133 108 127 185 2731 1221 28 2417 1081 v/s Ratio Prot c0.06 c0.42 0.01 0.32 - v/s Ratio Perm c0.04 0.00 0.03 0.02 0.02 0.01 v/c Ratio 0.45 0.04 0.32 0.26 0.58 0.54 0.02 0.36 0.47 0.01 Uniform Delay, dl 40.8 39.4 40.4 40.2 40.0 4.2 2.5 45.6 6.9 4.7 — Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.1 1.7 1.1 4.6 0.8 0.0 7.7 0.6 0.0 Delay(s) 43.5 39.5 42.1 41.3 44.6 5.0 2.5 53.3 7.5 4.7 — Level of Service DDDD D A A D A A Approach Delay(s) 41.4 41.6 7.6 7.9 — Approach LOS D D A A Intersection Summary — HCM Average Control Delay 10.0 HCM Level of Service A HCM Volume to Capacity ratio 0.53 Actuated Cycle Length (s) 93.7 Sum of lost time(s) 8.0 — Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group — jmwa Synchro 6 Report — Page 1 Aldridge Transportation Consultants, LLC — VWAV 2005 PM Peak Hour 6: WCR8 & HWY85 -) 1 l f 1- 4 '\ t P \* 4 d Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4, 4, 11 ?4 r R ff r Sign Control Stop Stop Free Free __ Grade 0% 0% 0% 0% Volume(veh/h) 0 1 1 11 1 15 1 1403 60 17 1015 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 _ Hourly flow rate(vph) 0 1 1 12 1 16 1 1525 65 18 1103 5 r Pedestrians Lane Width (ft) — Walking Speed (fUs) Percent Blockage — Right turn flare (veh) a Median type None None Median storage veh) Upstream signal(ft) — pX, platoon unblocked — vC, conflicting volume 1922 2733 552 2117 2673 762 1109 1590 vC1, stage 1 conf vol — vC2, stage 2 conf vol — vCu, unblocked vol 1922 2733 552 2117 2673 762 1109 1590 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 — tC, 2 stage(s) — tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 100 94 100 55 95 95 100 95 — cM capacity(veh/h) 36 19 478 26 21 347 626 409 — Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 2 29 1 762 762 65 18 552 552 5 Volume Left 0 12 1 0 0 0 18 0 0 0 — Volume Right 1 16 0 0 0 65 0 0 0 5 cSH 37 53 626 1700 1700 1700 409 1700 1700 1700 Volume to Capacity 0.06 0.55 0.00 0.45 0.45 0.04 0.05 0.32 0.32 0.00 — Queue Length 95th (ft) 5 54 0 0 0 0 4 0 0 0 Control Delay(s) 109.1 135.8 10.8 0.0 0.0 0.0 14.2 0.0 0.0 0.0 Lane LOS F F B B — Approach Delay(s) 109.1 135.8 0.0 0.2 Approach LOS F F Intersection Summary Average Delay 1.6 - Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period(min) 15 Synchro 6 Report jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV 2005 PM Peak Hour 8: WCR 6 & Site Access Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 t. ►� Sign Control Free Free Stop Grade 0% 0% 0% Volume(veh/h) 25 33 41 0 0 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 27 36 45 0 0 27 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) - Median type None Median storage veh) Upstream signal (ft) 988 - pX, platoon unblocked vC, conflicting volume 45 135 45 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 45 135 45 tC, single(s) 4.1 6.4 6.2 - tC, 2 stage(s) tF(s) 2.2 3.5 3.3 p0 queue free% 98 100 97 cM capacity(veh/h) 1564 844 1025 - Direction, Lane# EB 1 WB 1 SB 1 Volume Total 63 45 27 Volume Left 27 0 0 Volume Right 0 0 27 cSH 1564 1700 1025 Volume to Capacity 0.02 0.03 0.03 - Queue Length 95th (ft) 1 0 2 - Control Delay(s) 3.2 0.0 8.6 Lane LOS A A - Approach Delay(s) 3.2 0.0 8.6 Approach LOS A - Intersection Summary Average Delay 3.3 - Intersection Capacity Utilization 19.8% ICU Level of Service A - Analysis Period (min) 15 Synchro 6 Report - jmwa Page 3 Aldridge Transportation Consultants, LLC VWAV 2005 PM Peak Hour 9: WCR 6 & WCR 27 } ,r 4- k t o `► j r - Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 4 Sign Control Stop Stop `e Free Free Grade 0% 0% 0% 0% — Volume(veh/h) 23 8 18 3 4 3 20 156 3 0 142 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 25 9 20 3 4 3 22 170 3 0 154 18 — Pedestrians Lane Width (ft) - Walking Speed(ft/s) Percent Blockage Right turn flare(veh) — Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 384 380 164 402 388 171 173 173 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 384 380 164 402 388 171 173 173 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4-1 4.1 tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 96 98 98 99 99 100 98 100 cM capacity(veh/h) 562 544 881 533 539 873 1404 1404 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 53 11 195 173 Volume Left 25 3 22 0 Volume Right 20 3 3 18 cSH 644 606 1404 1404 Volume to Capacity 0.08 0.02 0.02 0.00 - Queue Length 95th(ft) 7 1 1 0 Control Delay(s) 11.1 11.0 1.0 0.0 Lane LOS B B A — Approach Delay(s) 11.1 11.0 1.0 0.0 Approach LOS B B Intersection Summary Average Delay 2.1 - Intersection Capacity Utilization 32.5% ICU Level of Service A - Analysis Period (min) 15 jmwa Synchro 6 Report Aldridge Transportation Consultants, LLC Page 4 VWAV 2005 PM Peak Hour 10: WCR 8 & WCR 27 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4) 4. 4. 4. Sign Control Stop Stop Free Free - Grade 0% 0% 0% 0% - Volume(veh/h) 43 35 6 14 19 17 8 169 26 13 124 6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate (vph) 47 38 7 15 21 18 9 184 28 14 135 7 - Pedestrians Lane Width (ft) - Walking Speed (ft/s) - Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 410 396 138 407 385 198 141 212 vC1, stage 1 conf vol - vC2, stage 2 conf vol - vCu, unblocked vol 410 396 138 407 385 198 141 212 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) - tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 91 93 99 97 96 98 99 99 cM capacity(veh/h) 517 532 910 514 540 843 1442 1358 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 — Volume Total 91 54 221 155 Volume Left 47 15 9 14 "' Volume Right 7 18 28 7 cSH 540 605 1442 1358 Volume to Capacity 0.17 0.09 0.01 0.01 Queue Length 95th (ft) 15 7 0 1 - Control Delay(s) 13.0 11.5 0.3 0.8 Lane LOS BB A A - Approach Delay(s) 13.0 11.5 0.3 0.8 - Approach LOS B B - Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 27.1% ICU Level of Service A — Analysis Period (min) 15 Synchro 6 Report jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV 2005 PM Peak Hour 14: WCR 6.25 & HWY 85 Movement WBL WBR NBT NBR SBL SBT Lane Configurations T? j+ Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 1400 5 2 1051 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 2 5 1522 5 2 1142 Pedestrians Lane Width (ft) - Walking Speed(ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 1264 pX, platoon unblocked 0.81 0.81 0.81 vC, conflicting volume 2097 761 1527 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 2120 477 1419 tC, single(s) 6.8 6.9 4.1 - tC, 2 stage (s) tF(s) 3.5 3.3 2.2 p0 queue free % 94 99 99 cM capacity(veh/h) 35 435 387 - Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 761 761 5 2 571 571 Volume Left 2 0 0 0 2 0 0 — Volume Right 5 0 0 5 0 0 0 cSH 102 1700 1700 1700 387 1700 1700 Volume to Capacity 0.07 0.45 0.45 0.00 0.01 0.34 0.34 - Queue Length 95th (ft) 6 0 0 0 0 0 0 Control Delay(s) 43.2 0.0 0.0 0.0 14.3 0.0 0.0 Lane LOS E B — Approach Delay(s) 43.2 0.0 0.0 Approach LOS E Intersection Summary Average Delay 0.1 - Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC Villano/Wetada/Adams/Yokooji g 2015 AM Peak Hour �. r •ax rA iy ]Y�,+n2H i ,� .. _ y ' e •Zrc. I t .51 Y -,7,1 Y t �I4Sf' R ' r .5 Yrl 1 f 3� k 4 Y"S�Y . � i. f v^Y�Yy. , d f i ri t fi ,;w,t __ -�.; t- fI 11 "xr•) m1n 4-14 '1 i'. .., N4 t pia r .. a SS�� e 7 4qq� x gym. y k I. - -c N ';'::-:••,°:;-' yC, ,y. -4._ .,zr _ r'. t j k(`3 M gas.. 5 t oia; s f vvp� l R' ` C} hx'a ., l ..._ i , k ._ ----;/,,e •E.. jam}_ w n r � N 25 a , .. . , ... I• •i,t,„ 4.4 9 ,-% , . y it•r A f 4. t i N y S 5 I ' _ _ _ _ � 3 y ,r- •.. � � —a6 Lit bat54. — JMWA Aldridge Transportation Consultants, LLC a VWAV 2015 AM Peak Hour 3: WCR 6 & HWY 85 —. Nt i '— t ''1 t /r b 1 r — Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR _ Lane Configurations 4 P '1 4. ri tt r 1 ti, r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 — Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Frt 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 - Flt Protected 0.96 1.00 0.95 0.97 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1795 1583 1681 1637 1770 3539 1583 1770 3539 1583 Flt Permitted 0.75 1.00 0.74 0.81 0.95 1.00 1.00 0.95 1.00 1.00 - Satd. Flow(perm) 1402 1583 1308 1369 1770 3539 1583 1770 3539 1583 Volume(vph) 19 6 85 99 9 25 60 656 106 22 1124 30 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 - Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 135% 100% 100% 135% 100% Adj. Flow(vph) 21 7 92 108 10 27 65 963 115 24 1649 33 RTOR Reduction (vph) 0 0 84 0 20 0 0 0 28 0 0 10 Lane Group Flow(vph) 0 28 8 63 62 0 65 963 87 24 1649 23 — Turn Type Perm Perm Perm Prot Perm Prot Perm Protected Phases 4 8 5 2 1 6 - Permitted Phases 4 4 8 2 6 - Actuated Green, G(s) 9.1 9.1 9.1 9.1 7.8 75.9 75.9 2.9 71.0 71.0 Effective Green, g (s) 9.1 9.1 9.1 9.1 7.8 75.9 75.9 2.9 71.0 71.0 - Actuated g/C Ratio 0.09 0.09 0.09 0.09 0.08 0.76 0.76 0.03 0.71 0.71 Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - Lane Grp Cap(vph) 128 144 119 125 138 2689 1203 51 2515 1125 v/s Ratio Prot c0.04 0.27 0.01 c0.47 v/s Ratio Perm 0.02 0.01 c0.05 0.05 0.06 0.01 - v/c Ratio 0.22 0.06 0.53 0.50 0.47 0.36 0.07 0.47 0.66 0.02 _ Uniform Delay, dl 42.1 41.5 43.4 43.2 44.1 4.0 3.1 47.7 7.8 4.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - Incremental Delay, d2 0.9 0.2 4.2 3.1 2.5 0.4 0.1 6.7 1.4 0.0 - Delay(s) 43.0 41.7 47.6 46.3 46.6 4.3 3.2 54.5 9.2 4.3 Level of Service DDDD D A A D A A "' Approach Delay(s) 42.0 46.8 6.6 9.7 Approach LOS D D A A a Intersection Summary _ HCM Average Control Delay 11.6 HCM Level of Service B HCM Volume to Capacity ratio 0.63 .- Actuated Cycle Length (s) 99.9 Sum of lost time(s) 12.0 Intersection Capacity Utilization 65.7% ICU Level of Service C _ Analysis Period (min) 15 - c Critical Lane Group a Synchro 6 Report jmwa Page 1 Aldridge Transportation Consultants, LLC VWAV 2015 AM Peak Hour 6: WCR 8 & HWY 85 +- t 1 T P \* 4 J Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Free Free _ Grade 0% 0% 0% 0% Volume(veh/h) 0 0 1 17 1 16 0 689 17 20 1141 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 0 0 1 18 1 17 0 1011 18 22 1674 0 Pedestrians Lane Width (ft) - Walking Speed(ft/s) Percent Blockage Right turn flare(veh) - Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2241 2747 837 1893 2729 506 1674 1030 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 2241 2747 837 1893 2729 506 1674 1030 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage(s) - tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 100 100 100 55 94 97 100 97 - cM capacity(veh/h) 21 19 310 41 19 512 379 670 - Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 _ Volume Total 1 37 0 506 506 18 22 837 837 0 Volume Left 0 18 0 0 0 0 22 0 0 0 - Volume Right 1 17 0 0 0 18 0 0 0 0 cSH 310 69 1700 1700 1700 1700 670 1700 1700 1700 Volume to Capacity 0.00 0.54 0.00 0.30 0.30 0.01 0.03 0.49 0.49 0.00 - Queue Length 95th(ft) 0 56 0 0 0 0 3 0 0 0 Control Delay(s) 16.7 106.0 0.0 0.0 0.0 0.0 10.5 0.0 0.0 0.0 Lane LOS C F B — Approach Delay(s) 16.7 106.0 0.0 0.1 _ Approach LOS C F _ Intersection Summary Average Delay 1.5 - Intersection Capacity Utilization 57.9% ICU Level of Service B - Analysis Period (min) 15 Synchro 6 Report jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV 2015 AM Peak Hour 8: WCR 6 & Site Access t .� Movement EBL EBT WBT WBR SBL SBR - Lane Configurations 4 A V Sign Control Free Free Stop - Grade 0% 0% 0% Volume(veh/h) 90 26 28 0 0 90 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 "' Hourly flow rate(vph) 98 28 30 0 0 98 Pedestrians Lane Width (ft) - Walking Speed(f/s) - Percent Blockage Right turn flare(veh) — Median type None Median storage veh) Upstream signal (ft) 988 - pX, platoon unblocked vC, conflicting volume 30 254 30 vC1, stage 1 conf vol vC2, stage 2 conf vol - vCu, unblocked vol 30 254 30 tC, single (s) 4.1 6.4 6.2 tC, 2 stage(s) - tF(s) 2.2 3.5 3.3 p0 queue free % 94 100 91 — cM capacity(veh/h) 1582 689 1044 — Direction, Lane# EB 1 WB 1 SB 1 - Volume Total 126 30 98 Volume Left 98 0 0 - Volume Right 0 0 98 cSH 1582 1700 1044 Volume to Capacity 0.06 0.02 0.09 Queue Length 95th (ft) 5 0 8 - Control Delay(s) 5.9 0.0 8.8 Lane LOS A A - Approach Delay(s) 5.9 0.0 8.8 - Approach LOS A Intersection Summary Average Delay 6.3 - Intersection Capacity Utilization 25.3% ICU Level of Service A — Analysis Period(min) 15 Synchro 6 Report - jmwa Page 3 Aldridge Transportation Consultants, LLC VWAV 2015 AM Peak Hour 9: WCR 6 & WCR 27 t4\ t r ti l -' — Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Sign Control Stop Stop Free Free — Grade 0% 0% 0% 0% Volume(veh/h) 13 2 10 6 5 3 7 72 0 1 123 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 — Hourly flow rate(vph) 14 2 11 7 5 3 8 106 0 1 180 17 Pedestrians Lane Width (ft) — Walking Speed(f/s) Percent Blockage Right turn flare(veh) — Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 318 312 189 324 321 106 198 106 vC1, stage 1 conf vol — vC2, stage 2 conf vol vCu, unblocked vol 318 312 189 324 321 106 198 106 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 98 100 99 99 99 100 99 100 cM capacity(veh/h) 625 599 853 616 592 949 1375 1486 — Direction, Lane# EB 1 WB 1 NB 1 SB 1 Volume Total 27 15 113 199 Volume Left 14 7 8 1 — Volume Right 11 3 0 17 cSH 697 656 1375 1486 Volume to Capacity 0.04 0.02 0.01 0.00 — Queue Length 95th(ft) 3 2 0 0 Control Delay(s) 10.4 10.6 0.6 0.0 Lane LOS BB A A — Approach Delay(s) 10.4 10.6 0.6 0.0 Approach LOS B B Intersection Summary Average Delay 1.5 - Intersection Capacity Utilization 20.1% ICU Level of Service A Analysis Period (min) 15 Synchro 6 Report jmwa Page 4 Aldridge Transportation Consultants, LLC VWAV 2015 AM Peak Hour 10: WCR 8 & WCR 27 - Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4+ 4 44 4+ Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% - Volume(veh/h) 17 10 12 18 14 11 3 169 6 7 109 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 11 13 20 15 12 3 248 7 8 160 20 Pedestrians Lane Width (ft) - Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None - Median storage veh) Upstream signal(ft) - pX, platoon unblocked - vC, conflicting volume 462 446 170 461 452 251 180 255 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 462 446 170 461 452 251 180 255 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) - tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 98 99 96 97 98 100 99 cM capacity(veh/h) 487 503 874 492 499 787 1396 1311 - Direction, Lane# EB 1 WB 1 NB 1 SB 1 _ Volume Total 42 47 258 187 Volume Left 18 20 3 8 - Volume Right 13 12 7 20 _ cSH 569 547 1396 1311 Volume to Capacity 0.07 0.09 0.00 0.01 "' Queue Length 95th(ft) 6 7 0 0 - Control Delay(s) 11.8 12.2 0.1 0.4 Lane LOS BB A A "' Approach Delay(s) 11.8 12.2 0.1 0.4 _ Approach LOS B B _ Intersection Summary Average Delay 2.2 - Intersection Capacity Utilization 23.5% ICU Level of Service A — Analysis Period (min) 15 Synchro 6 Report - jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV 2015 AM Peak Hour 14: WCR 6.25 & HWY 85 • t P \ Movement WBL WBR NBT NBR SBL SBT Lane Configurations it pr ►j 14 Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 682 5 2 1158 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 2 5 1001 5 2 1699 Pedestrians Lane Width (ft) - Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal(ft) 1264 • pX, platoon unblocked 0.92 0.92 0.92 vC, conflicting volume 1855 500 1006 vC1, stage 1 conf vol • vC2, stage 2 conf vol vCu, unblocked vol 1842 371 920 tC, single(s) 6.8 6.9 4.1 — tC, 2 stage(s) tF (s) 3.5 3.3 2.2 p0 queue free % 96 99 100 cM capacity(veh/h) 61 577 679 — Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 8 500 500 5 2 850 850 Volume Left 2 0 0 0 2 0 0 — Volume Right 5 0 0 5 0 0 0 cSH 169 1700 1700 1700 679 1700 1700 Volume to Capacity 0.04 0.29 0.29 0.00 0.00 0.50 0.50 ^- Queue Length 95th (ft) 4 0 0 0 0 0 0 Control Delay(s) 27.3 0.0 0.0 0.0 10.3 0.0 0.0 Lane LOS D B — Approach Delay(s) 27.3 0.0 0.0 - Approach LOS D - Intersection Summary Average Delay 0.1 "" Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 • Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC Villano/WetadalAdams/Yokooji 2015 PM Peak Hour z { , .-„ r i ../ ;:.?,,,, ;S:,, ,1-5' "F i F`, " -04� e . ' 4 yY' 'l Cy�4 v i t 1 r ..._m Y3 yJ4 L-II". . • . . M ` " ¢j - n r cCN• u k R.. 1 iY tfr" x.A 3 4 f 1 �.0 3 a a k _- _ E >'. 4 x, ... '� t 2 ^,r`,WCR62• �fF r k r { x _ • r y� �W/'1NY MJ r = � rc 1. 174, . q L� x ' r 34 '< 1, �, hx4 s fp pt ' tom.. ' , , y� 1• �'N et 1.` �.. , ._ `,."" .,, _ r U ,, f.(At_� JMWA �. Aldridge Transportation Consultants, LLC _ VWAV 2015 PM Peak Hour 3: WCR6 & HWY85 l —• 7 C ~ t 1 t P ti j J -- Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r *I 44 'I ff r 1 fT r Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 - Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Fit 1.00 0.85 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 -- Flt Protected 0.97 1.00 0.95 0.99 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prof) 1801 1583 1681 1660 1770 3539 1583 1770 3539 1583 Flt Permitted 0.76 1.00 0.72 0.90 0.95 1.00 1.00 0.95 1.00 1.00 -• Satd. Flow(perm) 1424 1583 1277 1508 1770 3539 1583 1770 3539 1583 Volume(vph) 34 16 59 45 17 14 99 1357 33 9 1035 12 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 135% 100% 100% 135% 100% — Adj. Flow(vph) 37 17 64 49 18 15 108 1991 36 10 1519 13 RTOR Reduction(vph) 0 0 59 0 14 0 0 0 7 0 0 4 Lane Group Flow(vph) 0 54 5 35 33 0 108 1991 29 10 1519 9 Turn Type Perm Perm Perm Prot Perm Prot Perm Protected Phases 4 8 5 2 1 6 "' Permitted Phases 4 4 8 2 6 - Actuated Green, G (s) 8.1 8.1 8.1 8.1 9.3 80.9 80.9 0.8 72.4 72.4 Effective Green, g(s) 8.1 8.1 8.1 8.1 9.3 80.9 80.9 0.8 72.4 72.4 — Actuated g/C Ratio 0.08 0.08 0.08 0.08 0.09 0.79 0.79 0.01 0.71 0.71 _„ Clearance Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 — Lane Grp Cap(vph) 113 126 102 120 162 2812 1258 14 2517 1126 v/s Ratio Prot c0.06 c0.56 0.01 0.43 v/s Ratio Perm c0.04 0.00 0.03 0.02 0.02 0.01 v/c Ratio 0.48 0.04 0.34 0.28 0.67 0.71 0.02 0.71 0.60 0.01 _ Uniform Delay, dl 44.8 43.3 44.3 44.1 44.8 4.9 2.2 50.4 7.4 4.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 — Incremental Delay, d2 3.2 0.1 2.0 1.3 9.9 1.5 0.0 100.1 1.1 0.0 - Delay(s) 48.0 43.4 46.3 45.3 54.7 6.4 2.2 150.5 8.5 4.3 Level of Service DDDD D A A F A A — Approach Delay(s) 45.5 45.8 8.8 9.4 Approach LOS D D A A - Intersection Summary HCM Average Control Delay 10.9 HCM Level of Service B HCM Volume to Capacity ratio 0.67 — Actuated Cycle Length(s) 101.8 Sum of lost time(s) 8.0 Intersection Capacity Utilization 73.4% ICU Level of Service D Analysis Period (min) 15 — c Critical Lane Group — Synchro 6 Report _ jmwa Page 1 Aldridge Transportation Consultants, LLC VWAV 2015 PM Peak Hour 6: WCR 8 & HWY 85 .g. r ~ 4 4\ t t �► 1 •� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations .y. 4 R f f r ' ft r Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 0 1 1 11 1 15 1 1403 60 17 1015 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 0 1 1 12 1 16 1 2059 65 18 1489 5 Pedestrians Lane Width (ft) — Walking Speed (ft/s) Percent Blockage Right turn flare(veh) ^ Median type None None Median storage veh) Upstream signal(ft) - pX, platoon unblocked vC, conflicting volume 2575 3653 745 2844 3593 1029 1495 2124 vC1, stage 1 conf vol vC2, stage 2 conf vol ^ vCu, unblocked vol 2575 3653 745 2844 3593 1029 1495 2124 tC, single(s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 — tC,2 stage(s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 100 76 100 0 78 93 100 93 - cM capacity(veh/h) 9 5 357 6 5 231 445 253 - Direction, Lane# EB 1 WB 1 NB 1 NB 2 NB 3 NB 4 SB 1 SB 2 SB 3 SB 4 Volume Total 2 29 1 1029 1029 65 18 745 745 5 Volume Left 0 12 1 0 0 0 18 0 0 0 — Volume Right 1 16 0 0 0 65 0 0 0 5 - cSH 9 13 445 1700 1700 1700 253 1700 1700 1700 Volume to Capacity 0.24 2.28 0.00 0.61 0.61 0.04 0.07 0.44 0.44 0.00 Queue Length 95th (ft) 14 113 0 0 0 0 6 0 0 0 Control Delay(s) 509.7 1179.0 13.1 0.0 0.0 0.0 20.4 0.0 0.0 0.0 Lane LOS F F B C Approach Delay(s) 509.7 1179.0 0.0 0.2 - Approach LOS F F Intersection Summary Average Delay 9.8 — Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 Synchro 6 Report _ jmwa Page 2 Aldridge Transportation Consultants, LLC VWAV 2015 PM Peak Hour 8: WCR 6 & Site Access \, - Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 A ►rr Sign Control Free Free Stop - Grade 0% 0% 0% Volume(veh/h) 25 33 41 0 0 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 27 36 45 0 0 27 Pedestrians Lane Width(ft) Walking Speed (f/s) Percent Blockage Right turn flare(veh) — Median type None Median storage veh) Upstream signal (ft) 988 - pX, platoon unblocked — vC, conflicting volume 45 135 45 vC1, stage 1 conf vol - vC2, stage 2 conf vol ,_ vCu, unblocked vol 45 135 45 tC, single(s) 4.1 6.4 6.2 - tC, 2 stage(s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 100 97 - cM capacity(veh/h) 1564 844 1025 - Direction, Lane# EB 1 WB 1 SB 1 Volume Total 63 45 27 Volume Left 27 0 0 — Volume Right 0 0 27 - cSH 1564 1700 1025 Volume to Capacity 0.02 0.03 0.03 Queue Length 95th (ft) 1 0 2 ^, Control Delay(s) 3.2 0.0 8.6 Lane LOS A A Approach Delay(s) 3.2 0.0 8.6 Approach LOS A Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 19.8% ICU Level of Service A Analysis Period(min) 15 jmwa Synchro 6 Report Page 3 Aldridge Transportation Consultants, LLC VWAV 2015 PM Peak Hour 9: WCR 6 & WCR 27 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4. 4 4 4 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h) 23 8 18 3 4 3 20 156 3 0 142 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 25 9 20 3 4 3 22 229 3 0 208 18 Pedestrians Lane Width (ft) - Walking Speed (ft/s) Percent Blockage Right turn flare(veh) — Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 497 493 218 516 501 231 227 232 vC1, stage 1 conf vol — vC2, stage 2 conf vol vCu, unblocked vol 497 493 218 516 501 231 227 232 tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 98 98 99 99 100 98 100 - cM capacity(veh/h) 472 469 822 447 465 809 1341 1335 — Direction, Lane# EB 1 WB 1 NB 1 SB 1 - Volume Total 53 11 254 227 Volume Left 25 3 22 0 Volume Right 20 3 3 18 - cSH 559 525 1341 1335 Volume to Capacity 0.10 0.02 0.02 0.00 ^ Queue Length 95th (ft) 8 2 1 0 — Control Delay(s) 12.1 12.0 0.8 0.0 Lane LOS B B A - Approach Delay(s) 12.1 12.0 0.8 0.0 _ Approach LOS B B _ Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 38.0% ICU Level of Service A Analysis Period(min) 15 Synchro 6 Report — jmwa Page 4 Aldridge Transportation Consultants, LLC VWAV 2015 PM Peak Hour 10: WCR 8 & WCR 27 —► 7 f k t p " j 1 — Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 4 4 Sign Control Stop Stop Free Free — Grade 0% 0% 0% 0% Volume(veh/h) 43 35 6 14 19 17 8 169 26 13 124 6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(vph) 47 38 7 15 21 18 9 248 28 14 182 7 a Pedestrians Lane Width (ft) — Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 522 507 185 519 496 262 188 276 vC1, stage 1 conf vol - vC2, stage 2 conf vol vCu, unblocked vol 522 507 185 519 496 262 188 276 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 - tC, 2 stage(s) tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free% 89 92 99 96 96 98 99 99 cM capacity(veh/h) 433 460 857 429 467 777 1386 1287 — Direction, Lane# EB 1 WB 1 NB 1 SB 1 - Volume Total 91 54 285 203 Volume Left 47 15 9 14 — Volume Right 7 18 28 7 cSH 461 525 1386 1287 Volume to Capacity 0.20 0.10 0.01 0.01 - Queue Length 95th (ft) 18 9 0 1 - Control Delay(s) 14.7 12.6 0.3 0.6 Lane LOS BB A A — Approach Delay(s) 14.7 12.6 0.3 0.6 Approach LOS B B Intersection Summary Average Delay 3.5 - Intersection Capacity Utilization 30.6% ICU Level of Service A - Analysis Period(min) 15 Synchro 6 Report - jmwa Page 5 Aldridge Transportation Consultants, LLC VWAV 2015 PM Peak Hour 14: WCR 6.25 & HWY 85 { t � \* l Movement WBL WBR NBT NBR SBL SBT - Lane Configurations V ft P '1 ff Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h) 2 5 1400 5 2 1051 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 - Hourly flow rate(vph) 2 5 2054 5 2 1542 Pedestrians Lane Width (ft) - Walking Speed (f(s) - Percent Blockage Right turn flare(veh) - Median type None Median storage veh) Upstream signal(ft) 1264 - pX, platoon unblocked 0.55 0.55 0.55 - vC, conflicting volume 2830 1027 2060 vC1, stage 1 conf vol vC2, stage 2 conf vol - vCu, unblocked vol 3510 230 2109 tC, single(s) 6.8 6.9 4.1 tC, 2 stage(s) tF (s) 3.5 3.3 2.2 p0 queue free% 13 99 98 cM capacity(veh/h) 2 425 141 Direction, Lane# WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 - Volume Total 8 1027 1027 5 2 771 771 Volume Left 2 0 0 0 2 0 0 Volume Right 5 0 0 5 0 0 0 cSH 9 1700 1700 1700 141 1700 1700 Volume to Capacity 0.88 0.60 0.60 0.00 0.02 0.45 0.45 Queue Length 95th (ft) 41 0 0 0 1 0 0 — Control Delay(s) 806.9 0.0 0.0 0.0 30.9 0.0 0.0 Lane LOS F D Approach Delay(s) 806.9 0.0 0.0 —. Approach LOS F Intersection Summary Average Delay 1.7 - Intersection Capacity Utilization 62.2% ICU Level of Service B — Analysis Period (min) 15 Synchro 6 Report jmwa Page 6 Aldridge Transportation Consultants, LLC • CR 6 (MP 238.08): An existing public road access on both sides of US 85. This access currently functions as a full movement, unsignalized intersection. In the interim, see PRU-Scenario.3. A fifth approach,(northeast leg) must be relocated to the east away from the intersection before signalization can occur. Ultimately, this access will be upgraded to a grade-separated interchange given .the availability of funding and approval of. the Department and the local authority. Before signalization, interim intersection improvements may be necessary to address capacity and safety concerns. • CR 6.25' (MP 238.34): An existing public road access on the east side of US 85.This access currently functions- as a full movement, unsignalized intersection. The intersection will be modified to a RIRO access when improvements are made on CR 27 at CR 6.25 arid at adjacent intersections to accommodate turns by large trucks. Th.e access will be- closed when an interchange at CR 6 (MP 238.08) is built. • MP 238.34 (west): An existing rural access with median opening.The access will be modified to RIRO access at the same time CR 6.25 (MP 238.34) on the .east side is modified to a RIRO access. This access will be closed once a new frontage road between CR 2 and.CR 8 is constructed. • CR 8 (MP 239.06): An existing public road access on both sides'of US 85. This access currently functions as a full movement, unsignalized;intersection. In the interim, the intersection will be modified to a 3/4 access when improvements are made on CR 27 at all public road intersections between CR 2 and CR a to -accommodate turns by large trucks. -See PRU - Scenario'1. Ultimately,.this access will be upgraded to a grade-separated interchange given the availability of,funding and approval of the Department and the local authority. Before• modification to a 3/4 access, intersection improvements may also be necessary to address capacity and safety concerns. • • -MP 239.42.(east): Existing rural access with median opening.-See RA. Access will be closed when'an interchange is built at CR 8 (MP 239.06). • MP 239.42 (west): Existing rural access with'median opening, See RA. Access will-be closed when an interchange is built at CR 8 (MP 239.06). • MP 239.86 (east): Existing rural access with-median opening. See RA. .• MP 239.86 (west): Existing rural access with median opening. See RA. • MP 240.28 (east): Existing rural access with median opening. See RA. Until development occurs, median will remain open as long as the land op both sides of US 85 has the same owner. A-10 114 MPli(:tiLLNr; __---_---- 85 • MP252.23 ,WCR34 MP278,74 N. WCR80 - Grand Ave. WCR32 MP251.22 Ig - PLATTEVILLE - MP277.69 WCR78 MP250.47 0 WCR3O • -- MP149.20 WCR28 • MP276.62 WCR76 - MP248.19 WCR26 EATON • • WCR24.50 MP247.69 MP275.60 Collins St. WCR74 . WCR22.50 - MP246.71 MP274.51 1NCR72 M'246.20 WCR22 MP245.19 WCR20 MP273,50 WCR70 -- MP244.72 iNCR18.50 MP244.23. WCR18 1,17C MP243.22 WCR16 MP272.49 392 MP242.70 - WCR14.50 FORT LOPTON MP271.a7 WCA66 MP241.59 52 c 11dP270.45 0.St. WCR64 o WCR8 MP239.06 m . W_A-1-1•!_NBERG . _�; Q - WCR6 M2238.08 _ `O"^ . 1) Set SL MP268.50 co a cv 'm . WCR4 MP237.06. MP268.284�� ethst. U. 13th St. - WELD COUNTY Baseline Rd. WCR2-- NfP267.44 16th sc ADAMS COUNTY • MP236.04 lath St. r MP235.61 Denver sr. GREELEY MP235.09 .0 MP266.66 22nd St, B.RIGHTON 34 D'4mill • • �I MP234.O1 Bromley Ln. . Bypass tr 31st St. MP265.15 MP264.65 37th St. WCR54 ^ MP233.03 144th Ave. 39th St. AN ,.• • MP264.13 42nd St. J J '� MP263.41 fopQ S , • '��BdF47p . 136th Ave.MP23193 - "" \� LASALLE • MP231.ZS_ 132nd Ave. . , U WCR50 E I M O.53' MP261.54 WCR48 • N 124th Ave: O . MP230.2$'-,. cr V , cr i2Qth Ave: MP2.29.74 MP259.92 Vt/CP.4• .- MP253.60ID • WCR44 112th Ave. MP22839 '^ ri, . CREST ' WCR42 MP257.27 .. 104th Ave.Q 60 fa�=')MP22732 MP255.90 WCR40 WCR38.50 MP254.59 WCR38 cp MP253.81• MATCHLINcc E WCR36 3 • 1 Exhibit B • i -US 85 ACCESS CONTROL PLAN .'^ COLORADO DEPARTMENT OF TRANSPORTATION US 85 Corridor Map FELSBURG MOLT&ULLEVIG 1 I 1 1 ill ) 1 ) ) ) 1 ) ► ) ) ) 1 ) ) ) ) ) 1 ) ) ) ) ) ) ) ) : 1 , 3a, ) iif ) ► ) Traffic Information for Highway 085 From RefPoint 236 To RefPoint 242 1 1 Design{ End Annual AADT AADT 20 Hour Daily Ref Average AADT AADT Percent Vehicle Route Point Ref Start Point Description Daily Year Derivation Single Comb. Trucks Year Vol Mites Point Traffic Trucks Trucks Factor (/o of Traveled AADT) 085C 236.034 238.062 ON SH 85 N/O N JCT SH 85 BRIGHTON 23,963 2003 1043. 1247 9.60% 1.60 9 48,717 BUS RT Factor 085C 238.062 241.585i ON SH 85 S/O SH 52, FT LUPTON 52 043 2003 955 1143 8.40% 1.58 9 87,701 Actual 085C 241.585 242.660 ON SH 85 N/O SH 52, FT LUPTON 14 14 8 2003 ' 641 517 8.00% 1.73 10 16,177 L II I Factor , Ave 21,141 9% 9 Total 'i 152,594 http://www.dot.state.co.us/App_DTD_DataAccess/Traffic/index.cfm?fuseaction=TrafficInfoByRoutePrintable&route=085&beg... 9/7/2004 All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR88tCR27AM - Site Code : 00000000 Start Date : 7/6/2004 Page No : 1 Groups Printed-Unshifted - I _- CR27 CR8 _-- ---- --_ l ,— CR27 ` CR8 Southbound_ 1_ Westbound Northbound Eastbound r Start Time Left I_ Thru I Right] Peds Left I Thru II Right I Pods Left i Thru Right Peels Left Thru I Right Peds Int' I _Factor I 1.0 I 1.0 I 1.0 1.0_ 1 0 I 1 Opt _ 1 0 I 1.0 1 0] 1.0 1.0 1,0 i 1.0__ 1 0[ 1.0 1 0 Total I 07:00 AM 1 20 2 1 8 4 1 0 0 -10 2 0 0 2 4 Ol - 55 07:15 AM 1 22 4 0 5 5 1 0 0 11 5 0 3 2 2 0 61 - 07:30 AM 2 29 6 0 4 8 1 0 1 22 1 0 2 3 5 0 84 07:45 AM 0 32 6 0 6 2 3 01 1 16 1 0I 8 0 6 1 82 Total 4 103 18 1 23 19 6 01 2 59 9 0 13 7 -_ -17 1 ---282 08:00 AM 3 20 2 0 6 3 4 0 1 18 2 0 3 3 1 0 66 08:15 AM 2 28 4 0 2 1 3 0 0 13 2 0 4 4 0 0 63 "' 08:30 AM 4 26 7 0 3 6 1 0 2 8 4 0 10 2 0 0 73 08:45 AM 3 20 3 0 6 7 5 0 1 18 1 0 6 2 4 0 76 _---- Total - 12- 94 16 ---0, 17 17 13 0 4 .__57 9 0J 23 -11 _-5-- 0 - 278 - Grand Total 16 197 34 1I 40 36 19 0 6 116 18 0 36 18 22 1 560 Apprch% 6.5 79.4 13.7 0.4 42.1 37.9 20.0 0.0 4.3 82.9 12.9 0.0 46.8 23.4 28.6 1.3 Total% 2.9 35.2 6.1 0.2 7.1 6.4 3.4 0.0 1.1 20.7 3.2 0.0 6.4 3.2 3.9 0.2 CR2/ Out In Total [_171J [i48� �191 L_ 971 l34 1 _--f8: 1� _ Ri ht Thm Ll Peds I F O o, JE Northni7�004646:00AM j:r, c^ l r m rc o lI I - Unshifted __ �� il - I.la 6 r A Left Thru Right Peds _..6I 1161 - 181__r1 z- ssl 1 i≤o] F4661 Out In Total I CR27 All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR8&CR27AM Site Code : 00000000 -. Start Date : 7/6/2004 Page No : 2 f Left I SouthboundRIPe 1 Left rWestbound] Rig Pe App. Left Thr I Rig Northbound Ped LApp ,I-Left_Thrr R g! ed T p. Total Start Thr JI RI Ped App. Thr RI Ped I A � and Time u ht s Total u I ht s Total u ht s Total u ht I _ 9� Ped App. InL� Peak Hour From 07:00 AM to 08:45 AM-Peak 1 of 1 J Intersecti 07:30 AM on Volume 7 109 18 0 134 18 14 11 0 43 3 69 6 0 78 17 10 12 1 401 295 --- 81. 13. 41. 32. 25. 68 42. 25. 3% Percent 5.2 3 4 0.0 9 6 6 0.0 3.8 b 7.7 0.0 5 0 0 2.5 Volume 2 29 6 0 37 4 8 1 0 13 1 22 1 0 24 2 3 5 0 10 84 , Peak Factor 0.878 High Int. 07:45 AM 07:30 AM 107:30 AM 07:45 AM Volume 0 32 6 0 38 4 8 1 0 13 1 22 1 0 24 8 0 6 1 15 Peak 0.88 0.82 0.81 0.66 Factor 2 I 7 3 7 0427 _Out In Total ,__97� r-13 _231 1 MI - I 191 -1091 7_ o! "' Right Thru left Pods 4J I ._ } g. : , • . North u1— r ' 2 m 2- U L "12 (7/6/201M 7:30:00 AM p _. e A r-1 /6/2004 8:15:00 AM r u ee a. rc . m — 3 51`�' [Unshifletl 1 m_ -- 11 4 _... n o — _ it a I- g; e J _ 4-, I Left Thor Right Ped_s 1 _� 691_....6L i_5] i 1391 1 78J 217.1 Out In Total ...... CR27 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR8&CR27PM Site Code : 00000000 - Start Date : 7/6/2004 — Page No : 1 _r Groups Printed-Unshifted _ - CR27_.._ j CR8 1 CR27 T CR8 04:00 PM 3,— Southbound 1 7 1 Westbound _ Northbound I ____ 1` —� - i 9 _ Eastbound Factor 1.0, 1 0, 1.0 1 0 1 0 1.0 Right Peds Left Thru Right Peds Left Thru Right Peds Ina. — I Start Time Left Thru Right Peds Lek Thru Total L .l 6 0 10 1.0 10 10 10 10 10 , 10 1 16 1.0 3 48 3 0 ! 10 4 6 0I 110 04:15 PM 1 32 2 0 3 0 0 0 : 1 51 2 0 7 3 0 0 : 102 04:30 PM 1 30 5 0 4 4 1 0 , 4 33 3 0 10 3 1 0 99 04:45 PM 5 34 0 0 4 4 3 0 0 34 _ 4 0 9 6 1 0 104 —.- Total 10 113 8 1 j ---18 9 10__- 0, 8 166 12 O Ir 36 16 ---8 0 ,._..._ 415 "' 05:00 PM 1 33 3 0 3 4 4 0 2 42 6 0 7 9 0 0 1 114 05:15 PM 4 31 1 0] 5 7 6 0 2 35. 8 0 17 10 1 0! 127 - 05:30 PM 3 33 1 0 3 2 5 0 I 2 56 7 0 9 6 1 0 I 128 05:45 PM 5 27 1 0i _._ 3 6 2 0''. 2 36 5 1 10 10 3 0 111 -- -- - Total 13 124 0 OF 14 19 17 0 j 8 169 26 ---1 43--- 35 5 _ 0 480 a Grand Total 23 237 14 1 32 28 27 0 16 335 38 1 79 51 13 0 I 895 - Apprch% 8.4 86.2 5.1 0.4 36.8 32.2 31.0 0.0 4.1 85.9 9.7 0.3 55.2 35.7 9.1 0.0 Total% 2.6 26.5 1.6 0.1 : 3.6 3.1 3.0 0.0 I 1.8 37.4 4.2 0.1 ! 8.8 5.7 1.5 0.0 - c.R2i Out In Total - 1. .4411 1-271 1.__7161 141 2371 23] 1 1! Right Thai Left Peds 4 i I+ I J 1 Nodh J' u S ... 4: ii- 4 = � i� V IL in _. n t 7/8/2004 4:00:00 PM - 152j 1 If 2 lIj7/e/2004 5:45:00 PM r-i 1 i a - ofu� roy `Unshifted 1 in (1., _ _.. -013 o 11a a •031E a Left Thru Right Peds 18 335 381 1. _21w [ 3901 I 672! Out In Total — • CR27 All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR8&CR27PM Site Code : 00000000 Start Date : 7/6/2004 _ Page No : 2 — CR27 . . . CR8 _ CR27 CR8 __.. Southbound Westbound Northbound Eastbound Start I Thr Rig Ped App. Thr Rig Ped 1 "' I Left htLeft �P' Left Thr r Rig Ped 1 App. Left Thr L ht I Ped I App. Int. I _ Time I u s Total u ht s Total u ht s Total _ u ht I s I Total Total Peak Hour From 04:00.PM to 05:45 PM-Irik1 oft - 1----- Intersecti 05:00 PM on Volume 13 124 6 0 143 14 19 17 0 50 8 169 26 1 204 43 35 5 0 83 480 86 28. 38. 34. 82. 12. 51. 42.Percent 9.1 4.2 0.0 0 0 0 0.0 3.9 8 7 0.5 8 2 6.0 0.0 �I] 05:30 3 33 1 0 37 3 2 5 0 10 2 56 7 0 65I 9 6 1 0 16 128 Volume Peak 0.938 Factor High Int. 05:00 PM 05:15 PM 05:30 PM 05:15 PM Volume 1 33 3 0 37 5 7 6 0 18 2 56 7 0 65I 17 10 1 0 28 _ Peak 0.96 0.69 0.78 I 0.74 Factor 6 I 4 5 1 Ckn Out In _Total 2291 1-1431 I 37] Z 1 61 1241 13' O — Right Thru Left Peds 4.. tk el �� _. North 7- a�i Lp -i -m c m� tot---It 4-""21� O_,`JH iI6 z 17/6/2004 5:00:00 PM r riofo n o. (7/6/2004 5:45:00 PM m L --_._— i_�A' I , ¢ Z al—1 0^ cq Unshifted _I ' I iy a m a'i m Polo • 4- I Left Thru Right Pegs _ j__ - BL26! 1I, [_143 IT 2041 E 34] Out In Total I 1 CR27 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR27&CR6AM Site Code : 00000000 - Start Date : 7/6/2004 Page No : 1 Groups Printed-Unshifted__ CR27 - - --"-- -- CR6 I CR27 i CR6 I Southbound Westbound Northbound Eastbound Start Time Left Thruf RI ight I Peds Left f Thru Right Peds i Left Thru Right Peds Left, Thru Right Peds Total Factor 1.0 1 0 1 1.0.i 1.0 1.0 1.0 1.0 1 0 1.0 1.0 1.0 t _1.0 1.0L 1.0 1.0 1 _1.0 07:00 AM 0 16 5 0 0 0 0 0 1 8 0 0 1 1 1 0 33 07:15 AM 1 33 6 0 0 1 0 0 1 18 0 0 7 0 3 0 70 — 07:30 AM 0 34 3 0 1 0 1 0 1 20 0 0 2 1 2 0 65 07:45 AM 0 28 3 0 3 4 0 0 3 22 0 0 4 1 4 0 72 -- Total 1 111 17 0 45.._. 1 0_. .__5.__. 68 0 0 I14 3 10 0 240 08:00 AM 0 28 4 0 2 0 2 0 2 12 0 0 0 0 1 0 51 08:15 AM 1 29 1 0 0 0 0 O 2 10 0 0 2 1 0 0 46 — 08:30 AM 2 28 0 0 3 4 1 0 0 17 1 0 3 0 0 0 59 _ 08:45 AM 1 28 1 0 L 2 3 0 0 I 1 27 0 0 2 0 4 0 69 Total 4 113 6 0 7 7 3 0 � 5 66 1 0 7 1 5 0 225.. Grand Total 5 224 23 0 11 12 4 ' 0 11 134 1 0 21 4 15 0 465 Apprch% 2.0 88.9 9.1 0.0 40.7 44.4 14.8 0.0 7.5 91.8 0.7 0.0 52.5 10.0 37.5 0.0 Total% 1.1 48.2 4.9 0.0 2.4 2.6 0.9 0.0 2.4 28.8 0.2 0.0 '', 4.5 0.9 3.2 0.0 CR27 Out In Total I L_15] L 252] n411] I �23 224I TL 0] '"1 Right Thru LeftLeft Peds 1 11 LA, • .... F,_ o' r"' �_' a _ " I 0 --. H = _71. c `- H o North 4--- ! Vii" a �V f "� 2 N r V-I _ rho.. //62004 7:00:00 AM -,ti g _ t /620046:45:00 AM _ter �� °'lei= ;aa �Unsh_tted '_'___-__.� �� o - m a��- 't a �- _.._ r 4: F Left Thru Right Peds_ r 11f 134 11 0 J. 250] I:_346_; L 396f !! Out In Total CR27 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR27&CR6AM Site Code : 00000000 Start Date : 7/6/2004 — Page No : 2 L ,., -�- �- - CR27 i CR6 CR27 F CR6 Start Thr Rig and App. Thr Rig Ped q Northbound Eastbound _ Time u ht s Totals __ u s Total Left Thr Rig Ped App. Left Thr Rig Ped App. nt. I Southbound Westbound f Left f Left pp' u 1 ht s Total i _ u ht• s Total I Total Peak Hour From 07:00 AM to 08:45 AM-Peak 1 of 1 - ---- Intersecti 07:15AM on Volume 1 123 16 0 140 6 5 3 0 14 7 72 0 0 79 13 2 10 0 25 258 87. 11. 42. 35. 21. 91. 52. 40 Percent 0.7 9 4 0.0 9 7 4 0.0 8.90.0 0.0 0 8.0 0.0 107:45 0 28 3 0 31 3 4 0 0 7 i 3 22 0 0 25 4 1 4 0 9 72 Volume Peak I 0.896 Factor High Int. 07:15 AM 07:45 AM I 07:45 AM 07:15 AM Volume 1 33 6 0 40I 3 4 0 0 7 i 3 22 0 0 25 7 0 3 0 10 Peak 0.87- 0.50 I 0.79 0.62 Factor 5 i 0 I 0 5 a Clez/ a Out In Total • t—881 [ 140] I—228] Ii �16 1231— __I di a Right -Wu Left Peds .. 1 1 LD • n! "wi I Fes• I -ii3._ L_H _ rlo ... ''. -'2 North �f- mad I ,- -� 4_-._2 r U o.. iv/6/2004 7:15:00 AM I `" r Li �_ 7/6/2004 6:00:00 AM c -m I rc • r-si Unshlftetl O° �. —I �m o — Ia alai- �c � '�i I _Left Thor Right Pees I I _.. 7r 72J _01 0] I I f 13e' `i79.1 L 2181 I Out In Total ' CR27 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR27&CR6PM Site Code : 00000000 — Start Date : 7/6/2004 Page No : 1 Groups P U ed Start Time Left l Thru h Right Peds Left Thru e i Right Pods Left ft — L Thru Northbound Right j Peds Left Thru Eastbound Right Peds Int. r 04:Fa 00 PM 1.00 30j__1.0 101 10 1.Oy 1 Ol 1.0. .. 1.o I 14.9 1.0; 10 10 1 o 12_-_ 1 0' Total102 04:15 PM 0 38 4 0 I 2 2 0 0 4 37 0 0 5 4 10 01 106 04:30 PM 0 35 6 0 I 0 0 0 0 8 37 2 0 4 2 4 0 98 04:45 PM 0 38 2 0II 0 1 1 01 5 33 1 0 8 0 2 0 91 __._. i Total 0 142 17 0I 3 4 3 0 20 156 3 0 I 23 8 18 0 397 05:00 PM 0 31 6 O i 1 0 0 0 2 45 0 0 6 1 4 0 i 96 05:15 PM 0 39 6 0 1 0 0 0 4 41 0 0 7 0 3 01 101 05:30 PM 0 36 4 0 0 0 0 0 3 48 0 0 5 0 4 0 I 100 05:45 PM 0 _22 1 0 _ 0 1 0 0 2 39 0 0 0 1 2 0 68 Total 0 128 17 Ot 2 1 0 0 11 173 0 - ---0 18 2 13 0 365 Grand Total 0 270 34 0 I 5 5 3 0 31 329 3 0 I 41 10 31 0 I 762 Apprch% 0.0 88.8 11.2 0.0; 38.5 38.5 23.1 0.0 1 8.5 90.6 0.8 0.0 50.0 12.2 37.8 0.0' Total% 0.0 35.4 4.5 0.0 I 0.7 0.7 0.4 0.0 ; 4.1 43.2 0.4 0.0 I 5.4 1.3 4.1 0.0 - , CR27 Out In Total r.3]31 Tara] ! 6771 34T 270[ 0I L OJ Right Thor Left Peds _ 1L* qirl] few - I API- r o - ;-- - o North [_ _ - 2_...� _= m5°1j _ 4-- a N U- r - 7/62004 4:00:00 PM - -I15 m i iii 7/62004 5:45:00 PM r I - in iii,-; I o Unshiftetl____-- _ - y -. OIr "ms o LIIIa aIV 21 a _ ~I I 1 ' _Le_ft Thai Right Peds �' _ 3ii 329J _W- 3061 I 3631 L 6691 Out In Total -. CR27 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : CR27&CR6PM Site Code : 00000000 Start Date : 7/6/2004 Page No : 2 — r ... CR27 CR6 CR27 -_ CR6 I I Southbound _ Westbound Northbound Eastbound Start Left Thr Rig Ped App. Lek III Thr I Rig Ped 7 APP.1 Lek Thr l Rig Ped App. Left r u ht. s Total Total Thr Rig Pe Time u I ht s Total ht s Total u ht s Total i I ,_ Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 -- Intersecti 04:00 PM on Volume 0 142 17 0 159 3 4 3 0 10I 20 156 3 0 179 23 8 18 0 49 397 89. 10. ' 30. 40. 30: 11. 87. 46. 16. 36. Percent 0.0 3 7 0.0 0 0 0 0.0 2 2 1.7 0.0 9 3 7 0.0 04:15 0 38 4 0 421 2 2 0 0 4 4 37 0 0 41 5 4 10 0 19 106 Volume _ Peak 0.936 Factor High Int. 04:15 PM 04:00 PM 04:00 PM 04:15 PM Volume 0 38 4 0 42I 1 1 2 0 4 3 49 0 0 52 5 4 10 0 19 Peak 0.94 11 0.62 0.86 0.64 Factor 6 5 I 1 5 LM27 —. Out_ In Total [1821 I_ 159] 341, 1 _..-_ I_ 177_ 142 of o1 a Right Thru Lett Peds 4] l i-, Tag- [ =. t t • 2, km y o H North vl T 2 I U i ` 7/62004 4'00:00 PM Ls I e m p 9/62004 4:45:00 PM o I tt l % • J c N lUnshdted y la .. I_1 a al — Iro Ie '^Io LJ — 4ett " L Thru Right Peds E- 201 7581 3 _� L.1631 1701 f.__3p21 Out in Total CR27 • All Traffic Data Services, Inc. — 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR6AM - Site Code : 00000000 - Start Date : 7/6/2004 Page No : 1 ^- Groups Printed-Unshifted _ US85 '1_ CR6 r US85 CR6 Southbound Westbound Northbound Eastbound i -_ Start Time Left Thru Right Peds Left Thru Right Peds Left Thru_I Right Peds Left Thru Right Peds Tota�,I _.- -_. - -- 111 _ ; Factor 1.0 1.0 1.0 1.0 1.0 j 1.0 1.0 1.0 1.0 1.0 1.0 L 1.0 1.01 1 0i_1.01 1.0 I I 07:00 AM 2 292 13 0 5 6 3 0 13 132 1 5 0 6 2 23 0 1 502 07:15 AM 0 287 7 0 4 1 1 0 1 19 171 3 0 1I 4 2 17 0 i 516 - 07:30 AM 1 264 3 0 6 0 2 0 I 13 174 5 0 I 1 2 24 0 I 495 07:45 AM 1 281 7 0 2 2 1 0 i 15. 179 3 0 8 0 21 0 520 - Total 4 1124 30 0: 17 9 7 0O_ . 60 656 16 0 , 19 6 85 0I 2033 08:00 AM 1 213 4 0 4 2 3 0 II 11 172 3 0 ! 3 2 15 1 I 434 I 08:15 AM 1 195 1 0 4 1 3 0 11 142 1 0 I 2 1 17 1 I 380 "` 08:30 AM 1 200 2 0 0 1 1 0 ' 12 152 1 0 0 0 18 0! 388 08:45 AM 0 168 3 0 3 0 0 0 17 175 3 0 3 1 12 0I 385 -_-..Total 3 776 10 0 11 4_.... 7 0 51 641 8 ._..--0 8 4 62 2.1-. _1587 - Grand Total 7 1900 40 0 28 13 14 01 111 1297 24 0' 27 10 147 2 3620 Apprch% 0.4 97.6 2.1 0.0 50.9 23.6 25.5 0.0 7.8 90.6 1.7 0.0 i 14.5 5.4 79.0 1.1 Total% 0.2 52.5 1.1 0.0 I 0.8 0.4 0.4 0.0 1 3.1 35.8 0.7 0.0 I 0.7 0.3 4.1 0.1 I US85 _Out _In Total ;.13381 1947; 3285; 40; 19001 7j 01 Right Thru Left Peds I 41 I I.* 4. BSI INf J -ii - - F ?I 0 o North I� - NI_ I- i- 7T8/2004]:00:00 AM I — g p O 's 7/820048:45:00 AM 1 �_�m m °' o _la Unshilled � n;--- f o J _ m Ime /_' T p4 Lett Thai Right Peds - 111 1297i 24 Oj 20751 114321 135071 Out in Total — US85 All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR6AM - Site Code : 00000000 Start Date : 7/6/2004 Page No : 2 1 CR 9 1 I_App. _...r_ 9 Northbound - -- _ _ US85 • - CR6 Southbound CR6 I Northbound Eastbound _ _ Start Left Thu j Rig Pad Total Left` Thu Rig Ped App Left rThr Rig reed App. Left Thin Rig Petl App. Int.,I I Westbound Time I s I Total J u I ht l s Total u, ht{ s i_Total.' Total Peak Hour From 07:00 AM to 08:45 AM-Peak 1 of 1 Intersect' 07:00 AM on Volume 4 11q 30 0 1158 17 9 7 0 33 60 656 16 0 732 19 6 85 0 110 12033 — 97 51. 27. 21. 89. 17. 77 — Percent 0.3 2.6 0.0 5 3 2 0.0 8.2 2.2 0.0 3 5.5 3 0.0 07:45 1 281 7 0 289 2 2 1 0 5 15 179 3 0 197 8 0 21 0 29I 520 Volume Peak I 0.977 Factor — High Int. 07:00 AM 07:00 AM 07:45 AM 07:00 AM • IiI Volume 2 292 13 0 307 5 6 3 0 14 15 179 3 0 197 I 6 2 23 0 31 — Peak 0.94 0.58 0.92 j 0.88 — Factor 3j 9 , 9I 7j — I O585 Out _ In Total 682] 111581 18401 - 'H L 112 4ii 1.0 i Ri9h1 Thru Left Pads .-. 4 1 Tit alr. T ]Irk 'p INF 1- a t _� O _^ Fa -_ �v� MIFi North __ Lm', U alt m Ip�, 7/6/2004]45.00 AM ]! 4 r�i w txi 1,1 ` mi tX 15 Iii Unshifted Q� o� m I Ia — - 1. la a oh V- 4- I ' — Left Thru Right Peels 60] 656__ 161 ] 0'I ' — I 12261 1_732] I 1956] .-- Out In Total I U585 _ All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR6PM - Site Code : 00000000 - Start Date : 7/6/2004 • Page No : 1 I- IUS .4 -- 1 Westbound Groups Printed-Unshifted ______ st --- - In t. r, F US 85 OR 6 US 85 R 6 und FTime Left h A Right 1 s! Left I Thru Right Peds Left Thru Right Peds r Left I E__Thru Right __ 0 — , [ _ I 9 1 Total i 04:00 PM 0 188 3 0 2 13 0 0 12 294 6 0 • 12 RI ht Peds — I` Start Time Thru Ri ht Peds l I 1.0 1.0 1.0 1.0 1 0 1.0 1 0 1.0 1.0 1 0 1 O 1 0 T' 8 6 0' 5441 04:15 PM 2 204 6 0 6 0 5 0 14 344 6 0 6 3 13 0 609 ^ • 04:30 PM 1 240 2 0 ' 8 4 2 0 30 351 1 0 7 2 17 0 665 04 :45 PM 1 281 4 0 9 4 4 0 17 353 3 0 6 4 11 0,,--- Total 4 913 15 0 25 21 11 0 73 1342 16-- 2515 - 0 1 31 17 47 0 t697 1_- ^ 05:00 PM 1 267 3 0 3 3 2 0 23 312 4 0 12 5 12 0 I 647 05:15 PM 1 247 3 0 5 6 1 0 29 341 5 0 9 5 19 01 671 05:30 PM 1 210 5 0 3 1 2 0 I 34 329 2 0 5 0 12 0 604 05:45 PM 2 205 6 0 3 1 1 0 I 25 287 1 0 7 5 29 0 572 Total 5 929 17 0 --_-14 11 _--6 0I..- 111 1269 12 - -- 0 33 15 72 -�- 0 2494 Grand Total 9 1842 32 0 I 39 32 17 0 i 184 2611 28 0 I 64 32 119 0 I 5009 Apprch% 0.5 97,8 1.7 0.0 I 44.3 36.4 19.3 0.0 '.I 6.5 92.5 1.0 0.0 I 29.8 14.9 55.3 0.0 Total% 0.2 36.8 0.6 0.0 I 0.8 0.6 0.3 0.0 I 3.7 52.1 0.6 0.0 I 1.3 0.6 Z4 0.0i. US85 Out In Total _ I [2692 [- [.45751 n ^ 32 1842] 9E 0.1 Right Thru Left Peds 4- w `8 ^ ^ I Tobop' - .,� t- � c0 �N J... North 3v I m,. 9' U co L = - c a re --24 ---I t7 0- m.2 7/6/2004 5:45:00 PM-_I - 9']1 7/6/2004 5:45:00 PM I— le m 5Irl o Unshifted or L, � ._— m:- E Ne 1 • Left Thru Right Pods 841.261_11 _ 281__ O1 ^ [-2000] [_2823] x48231 Out In Total US95 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR6PM Site Code : 00000000 Start Date : 7/6/2004 Page No : 2 — r • C — Left 1 1 Left u Rig s I p. Left u U hg I Ped : App. Left Thr Rig' Ped App.US 85 CR6 ---------- Southbound _ Westbound Northbound Eastbound _ Start Thr Rig Ped` App. T Thr - Ped App. Thr' � Time u ht s Total Total Total) Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 Intersecti 04:30 PM — Volume 4 105 12 0 1051 25 17 9 0 51 99 135 13 0 1469 34 16 59 0 109 2680 98 49. 33. 17. 92 31. 14. 54._ Percent 0.4 6 1.1 0.0 0 3 6 0.0 !. 6.7 4 0.9 0.0 2 7 1 0.0 04:45 1 281 4 0 286 9 4 4 0 17 17 353 3 0 373 6 4 11 0 21 697 Volume Peak 0.961 Factor �' High Int. 04:45 PM 04:45 PM 04:30 PM 05:15 PM Volume 1 281 4 0 286 9 4 4 0 17 30 351 1 0 382 9 5 19 0 33 Peak 0.91 ! 0.75 0.96 0.82 — I Factor 9 0 I 1 6 us 85 Out In Total i_i400l F105i] L24s l • r-'-- ID�- 4]_ 1 0, Right Thru Left Pads • • ~I_l r -_ ! s-�- �e+o to North SI `F---4 4- -== 1 b C ' - I n o-J- ]/612004 4:30:00 PM 1 as -� L 7/620045:15:00 PM NIA a 8:S Nrc7 4,-a IQ -'CV' !— Unshifted --- - 0 o ' v J a a h AI_ o n I FD Left Thru ht Pods L99r 1357173 0, r1119J 111469i r 9588; _ Out In Total US85 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CREAM - Site Code : 00000000 Start Date : 7/6/2004 Page No : 1 Start Time Left Thru Right Peds Left _ou Grape Printed-Unshlfted — I I b 1lll 85 _. CR B._— ` 9Right Northbound Eastbound I— Southbound W Thru Left Thru, Right Peds Left Thrul Right Peds Int. CR 8 US .._ I — -- Total Factor j__1.0-r-1.0_ 1.0 1 0 1.0 1 0� 1 0 1.0 1.0 1.OI 1.0 1A 1.0 1 0 I 1.0 1 1.0 - 07:00 AM 4 285 0 0 2 0 2 0 '-- 0 172 1 0r 0 0 0 0 466 07:15 AM 5 295 0 0 6 1 6 0 I 0 169 5 . 0 1 0 0 0 0 487 - 07:30 AM 6 253 0 0 5 0 6 0' 0 189 3 0 0 0 1 0 463 _07A5 AM _ 5 308 0 0 4 0 2 0 0 159 8 0 0 0 0 0 ; 486 — Total 20 1141 0 Oi 17 _..._ 1 16 0 0 689 17 0....._O 0 1 0 , 1902 08:00 AM 2 202 0 0 2 0 2 0 I 0 142 3 0 0 0 1 0 I 354 08:15 AM 3 183 1 0 3 0 0 0 0 153 3 0 I 0 0 1 O I 347 08:30 AM 2 196 0 0 8 1 6 0 ! 0 170 7 0 0 0 1 0 l 391 08:45 AM 3 174 0 0 7 1 1 0 ' 0 167 8 0 ' 0 0 0 0 361 Total 10 755 _--- 1 0- --20 2 . 0 0632 21 --- 0-_---0 0 3 0 1453 — Grand Total 30 1896 1 O I 37 3 25 0 l 0 1321 38 0 I 0 0 4 0 3355 Apprch% 1.6 98.4 0.1 0.0 i 56.9 4.6 38.5 0.0 I 0.0 97.2 2.8 0.0 ' 0.0 0.0 100. 0.0 Total% 0.9 56.5 0.0 0.0 1.1 0.1 0.7 0.0 I 0.0 39.4 1.1 0.0 0.0 0.0 0.1 0.0 US85 Out In Total i 1346 T] [3273) _ _ [ 1 L 7896]_- 30,. 1 01 Right Thru Left Peds ft 1, — PE * "AI - 0 — <1 o North 2 F I ,m" I 2- f m c 5• —' 7/6/2004 7:00:00 AM 0 ‘r.2' 7/62004845.00 AM r- m m e "� S o,9 Unshifted f Iy _ 2 n — eio m,, II � Left Thru Right Peds _01 1321r _3B_ 01 L 1 11 _1937) L.13591 j_32961 — l Out In Total US85 — All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR8AM - Site Code : 00000000 Start Date : 7/6/2004 Page No : 2 — US 85. .. r. CR 8-_ _-- ----US 85 CR 8 _.. Southbound Westbound _ Northbound Eastbound Start : Thr' R1 Teed! A � Thr Rig l Ped gApp. Time Left u ht I s Total Left I u ht I s i Total Left 1 Thu I Rig Ped Total I Lek Thrhu f Rht��1_Total [ Total] Peak Hour From 07:00 AM to 08:45 AM-Peak 1 of 1 _-- - Interse ni 07:00 AM 11 • Volume 20 , 0 0 1161 17 1 16 0 34 0 689 17 0 706 0 0 1 0 1 1902 Percent 1.7 9 3 0.0 0.0 8. 5 O 2.9 th 4 0.0 0.0 9 6 2.4 0.0 0.0 0.0 7. 1000 0.0 07:15 5 295 0 0 300 ' 6 1 6 0 13 0 169 5 0 174 I 0 0 0 0 0 487 Volume Peak I 0.976 — Factor I High Int. 07:45 AM 07:15 AM 07:30 AM 07:30 AM Volume 5 308 0 0 313 6 1 6 0 13 0 189 3 0 192 0 0 1 0 1 Peak 0.92 0.65 I 0.91 0.25 Factor 7 4 I 9 I 0 — us as Out In Total 1__TO-5] [_71611 I 1866 . ' o[ 11411 .-.2d]-_-'_d, Right Thai Left Reds --1°%-1- 0 J !! 2.a, O a o North m T �.. _� r m c'f F.. 4.—_2 ! I I1 U 7/8/2004 7:00:00 AM I -- m..� 7/6/2004 7:45:00 AM _ryr r1Aloa I Unshifted aJ O I LOa i r IJ eio • 1, I I , • _ Left Thm _Right Peds 1]_-_6891 171_ 0 T' — I-11591 [ 7061 L. 865] '!, a ! Out In Total U5 85 — All Traffic Data Services, Inc. ^ 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US85&CR8PM Site Code : 00000000 Start Date : 7/6/2004 Page No : 1 "" Groups Printed-Unshifted US 85 CR 8 T US 85 � - 8 Southbound Westbound r _ Northbound _ Eastbound Start Time Left Thru Right] Peds i Left Thru Right Pads I Left Thru Right I Pads Left Thru Right I Peds Total Factor 1.Qi 1.01_, 1..0I 10_ 1_0 1.0 1.0 1.01 1.0 ?-o 1.0 I 1.0 1.0 1.0 1.0 I 1.0 - 04:00 PM 2 201 0 0 2 0 2 0 1 322 8 0 0 0 0 1 539- 04:15 PM 2 200 1 0 1 6 0 5 0 0 249 11 0 1 1 2 0 478 - 04:30 PM 6 230 0 0' 0 0 3 0 1 345 11 0 0 0 0 0 596 04:45 PM 4 257 2 0 3 0 2 0 0 318 13 0 0 0 0 0 599 Total 14 888 _._._.3 0 _ .. .11 012 01 2 1234 43 0 _. 1 1 2 1 2212 - 05:00 PM 4 263 2 0 4 0 6 0 0 367 22 0 0 1 0 0 669 . 05:15 PM 6 263 0 0 1 0 1 0 1 372 13 0 0 0 1 0 658 05:30 PM 3 232 1 0 3 1 6 0 0 346 12 0 0 0 0 0 604 05:45 PM 4 184 0 0 4 0 4 0 2 312 12 0 1 0 0 0 523 Total-_-- 17 942 3 0I 12 1 17 0 3 1397 59 0 j _---1 1 1 0 I 2454 " Grand Total 31 1830 6 0 23 1 29 0 5 2631 102 0 2 2 3 1 4666 Apprch% 1.7 98.0 0.3 0.0 43.4 1.9 54.7 0.0 0.2 96.1 3.7 0.0 25.0 25.0 37.5 12.5 - Total% 0.7 39.2 0.1 0.0 0.5 0.0 0.6 0.0 0.1 56.4 2.2 0.0 i 0.0 0.0 0.1 0.0 U585 Out In Total 1268] I 18871 x`529 I 1] 1830 31 J .01 Right Thru Left Pads �_I L. — - — ToR "It t p . 5 .. IN North ^m L -I U c l Ln- 7/6/2014 400:00 PM 2 _..II El • p 7/6/2004 5:45:00 PM r u_ r m a1I 1 rc r s .9? — -- ti i� Un_sh_ilted_______ y 0 a �m m of a. 4I hr I Left Thru Right Peels-••• 5f 28317 102[ ]_ — 0� [ o 561 IT 3_s] 145841 — US85 -- All Traffic Data Services, Inc. 9660 W 44th Ave Wheat Ridge, CO 80033 File Name : US858,CR8PM Site Code : 00000000 — Start Date : 7/6/2004 Page No : 2— r US 85 CRLen Southbound � Left I Westbound . Left Northbound Eastbound APP Len Thr R g Ped App. Inf. — Start 1 Thr Rig Ped App. Thr Rig Ped App. Thr I Rig I Ped Time u ht s Total u ht s Total u l ht s Total u ht j s I Total Total I ,. Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 - - - Intersecti o 04:45 PM ' � Volume 17 105 5 0 1037 1 11 1 15 0 27 I 1 140 60 0 1464 0 1 1 0 2 12530 97 40. 55 I 95 5a 5% Percent 1.6 9 0.5 0.0 7 3.7 fi 0.0 0.1 8 4.1 0.0 0.0 0 0 0.0 05:00 4 263 2 0 269 4 0 6 0 10 0 367 22 0 389 0 1 0 0 1 669 Volume Peak 0.945 Factor High Int. 05:00 PM 05:00 PM 05:00 PM 05:00 PM • .-. Volume 4 263 2 0 '269 4 0 6 0 10 0 367 22 0 389 0 1 0 0 1 I Peak 0.96 0.67 I 0.94 0.50 Factor 4 5 1 1 0 — us ss Out In Total — _1418 7037j 2455_ — I_ si_10151--- 1]f '-01 Right Thru Left 'Pods 4- 1 4 a _ra;' Io I s A — ~L_ —� �. I ?.g.. 1 I ..9 _ I North g' im N r S I"' - 7/612004 4:45:00 PM- 1 I - 32 r 7/6/2004 5:30:00 PM r - -5,--, 5 O J Illnshlftetl L..a —_ - _.__._____ o 'o m m J L o4 2-,of — 4. I I Left Thru Right-Peels -i 1403 60 _9j —I_ 1027 f 1464 [2491.1 Out In Total US 85 Lupton Lakes Weld County, Colorado Annexation and Special Use Permit Applications to the City of Fort Lupton r il - r r r r r r Date Prepared: October 2004 r Submitted To: City of Fort Lupton 130 S. McKinley Avenue Fort Lupton, CO 80621 Prepared For: SW TKO Joint Venture, LLC 333 W. Hampden Avenue, Suite 810 Englewood, CO 80110 Prepared By: Civil Resources, LLC 451 Oak Street, Suite 209 i i i In sib( ir< ti P.O. Box 680 Frederick, CO 80530 LUPTON LAKES ANNEXATION AND SPECIAL USE PERMIT APPLICATIONS TABLE OF CONTENTS Lupton Lakes Annexations 1 —7 1. Land Use Development Application Form 2. Vicinity Map 3. Annexation Maps (11"X17") 4. Statement of Community Need 5. Draft Annexation Impact Report 6. Annexation Petition 7. Annexation Agreement(draft) 8. Mailing List and Maps of all Property Owners within 300 ft of the Annexation 9. Mineral Rights Affidavits Refer to Special Use Permit for Soils Descriptions and Water Information Lupton Lakes Special Use Permit 1. Narrative 2. Special Use Permit Maps (11"x17") 3. Division of Minerals and Geology MLRB 112 Permit Application SW TKO Joint Venture, LLC -Lupton Lakes Annexation Application-City of Fort Lupton CITY OF FORT LUPTON MI so LAND USE AND DEVELOPMENT APPLICATION C,toW, Date: Project Name: ' Lupton Lakes Address/Location of Project: North of WCR 6.between Hwy. 85 and WCR 27 Legal Description: See attached legal description PLEASE CHECK THE APPROPRIATE ITEM(S): R Annexation/Annexation Agreement Subdivision Sketch Plan _Administrative Site Plan Initial Zoning _Preliminary Nat Site Plan Change of Zone _Final Plat _PUD Site Plan PUD Zoning Subdivision Agreement _Other X Use by Special Review _Amended Plat Oil and Gas Development Present Zoning:Agriculture (Weld Cnty) Area in Acres: 185. c.. Proposed Zoning:Agriculture Present Use: Irrigated farm land Proposed No.of Lots:N/A Proposed No.of Dwelling Units:N/A Proposed Gross Floor Area: N/A Min.Lot Size(sf):N/A Avg.Lot Size(sf): N/A PROPERTY/MINERAL OWNER: PROJECT CONTACT: Name(Please Print): Name(Please Print): SW TKO JOINT VENTURE, LLC DANNA ORTIZ, PLANNER Address: 333 W. HAMPDEN AVE., STE. 810 Firm/Company: ENGLEWOOD, CO 80110 CIVIL RESOURCES, LLC Phone: (303) 534-1040 P.O. BOX 680 Address: FREDERICK, CO 80530 Signature: 4/1444.4 Phone: (303) 833-1416 ext 3# Title MANAGER Date: 1/15/04 FAX No.:(303) 833-2850 Email: danna@civilresourcestom IF APPLICATION IS FOR A PLAT-HAVE ALL MORTAGE HOLDERS SIGN BELOW. I/We,hereby acknowledge my/our full agreement with the above application being presented to the City of Fort Lupton by the person of firm designated above. NAME(PLEASE PRINT) SIGNATURE (FEES ON REVERSE SIDE) FOR OFFICE USE ONLY I DATE RECEIVED: Revised 8/13/2003 EXHIBIT "A" CITY OF FORT LUPTON GENERAL FEE DEPOSIT SCHEDULE ANNEXATION FEE DEPOSITS: 1. One to Ten Acres $500.00 plus$10.00 per acre 2. Ten to Fifty Acres 750 .00 plus 8.00 per acre 3. Fifty to One Hundred Acres 1,000.00 plus 6.00 per acre 4. Over One Hundred Acres 1,500.00 plus 4.00 per acre OIL& GAS EXPLORATION AND DEVELOPMENT PERMITS: 5: Review/Permit Fee $950.00 ZONING FEE DEPOSITS: 6. Zoning Change $900.00 7. Special Use Permit 900.00 8. Special Use, Day Care Center 250.00 9. Variance 300.00 SUBDIVISION FEE DEPOSITS: 10. Sketch Plan Review(1st phase for subdivision) $900.00 11. Preliminary Plat Review(2nd phase for subdivision) 1500.00 12. Final Plat Review(final phase for subdivision) 900.00 PLANNED UNIT DEVELOPMENT DEPOSITS: 13. Preliminary Site Plan Review(1st phase for PUD's) $1500.00 14. Final Site Plan Review 900.00 OTHER DEPOSITS 15. Administrative Review (minor changes to Commercial/Industrial plans) $500.00 16. Re-plat and Amended Plats, Drainage and/or Utility Easements) 500.00 17. Amended Plat Review(changing lot lines only) 500.00 18. Development Review Team, Pre-application Meetings 250.00 19. Other Services Provided by City Staff 55.00/hr. 20. Other Services Provided by City Consultants At Cost All fees are based upon a maximum of ten sheets of drawings. Each sheet over ten shall be charged an additional fee of$25.00 per sheet. FLOODPLAIN DEVELOPMENT 21. Permit Fee and Review $750.00 up to ten acres $1500.00 over ten acres OFFICE USE ONLY—CITY OF FORT LUPTON Date Issued Amount Paid Check/Cash Check# Receipt# Revised 8/13/2003 WETHENGTON ANNEXTION NO. 2 ORDINANCE NO.X469 4.- �. ' �' " v. '# �' r �3 , 1a•? LIMITS ..� WM� 4a,�� R X`� iici �d'��yf 7tt £' .--7(,:-ft, C.a . z,�,a}-srt , s. ��$ z S a4 } Srr„ i us y o -'.� 3-,,,,t-. �.. s3 s 1 av T fi .c, ba`�1 E x , �r� • 'it.:0 x'','''-""..,".,1". -", 4� n s , THIS SECTION OF CR 27 °2 ¢y�'4'p ( a TO BE ANNEXED 77{�71:-.7;,',,.-1Y,'-/-71,1.'1‘..:. f -.'1 .' C i A S - s�•l r ''�" " fir ' l� .� y �%S i [F 'fir f t b. n{iii gg a s ..b � r v )F Cr. t < t ✓say F �t �J 12'( ..i .41 sr, f)k ai y e a.o' r �5Y 3 t fiK ry� r1'. t I � � ;i }{�� P S 4 4 J v� S �� *' ` 3FA aft, I w y k`MYg 'm .i f -i t b._it,--,sto® z 'I . E ¢ -? ,-4:-:b i 1 7 ` R t s�5&- § 1 a Z Y 6 - .�) �.si ,e r�" `k 1''��4 i�"Yycif ✓.; m III 1 ', i,�r� Ili �1 t� �•'L Ij' `�i�yy.. 3 Nf +.T i4�2 J a r - `Y . N.T.S. . �1 rY�• . F -. t X x �y �' yz ` 1{ ?t'``m s F" C 3 p ° `I .4-';411' s / PARCELS TO BE ANNEXED J y ,-.1 VICINITY MAP FOR LUPTON LAKES ANNEXATION Li 1 LUPTON LAKES ADDITION D ANNEXATION NO. 1, 2, 3, 4, 5, 6 AND 7 TO THE CITY OF FORT LUPTON ORaµ NOG.. EAST 3O FEET OF SECTIONS 18 AND 19, AND THE EAST 3O FEET OF THE SE 1/4 SECTION 7, T. 1 N., R. 66 W., 6TH P.M. /% STING cm MAIDS WEST 3O FEET OF SECTIONS 17 AND 2O, AND THE WEST 3O FEET OF THE SW 1/4 SECTION 8, T. 1 N., R. 66 W., 6TH P.M. '",* WELD COUNTY, COLORADO 7 �` "5 1 -- ' DESCRIPTION - ANNEXATION PARCEL NO. 7 SHEET 1 OF 3 A PORTION OF THEE''4 of SECmNs le,a AND 10,II 651 FM.cwxn or MID,STATE OF COLORADO MORE PARTICULARLY DESCRIBEO AS FOLLOWS: TIES 1W DESCRIPTION - ANNEXATION PARCEL NO I (COUNTY ROAD 271 B SOUTH THE SE N SECTION 19.TIN.REED OF THE 6TH P N. Al A HIGH ON E SE E CORNER IX E SAAIiD SECTION II BEAM S0953'10'C.A A PORTION OF THE EAST 3000 FEET E OF THE E%a THE SE 4 SECTIONS AND A PORON DISTANCE fOa335.00 FELT; a HE ALIT 3000r FEET WENOS THE THE E T I OfATH THE uSW WE4P Of ARTICSECTI N1 D TID I W THE THENCE THE FOLLOWING 4X(6)COURSES THROUGH POINT; SAIDSE%OF SAID SECTION I9 TI COUNTY O 0OROOR, DISTANCE O 260.W FEET FOLLOWS; 2 S09'53'TT'E.A DISTANCE O 1600 FEET 10 A POINT, BEGINNING AT THE SOUTHEAST CORNER OF WETYNGION"NXEXTOI NO.1; 3 NW9]'OO'W.A DISTANC Cr 400 10 FEET O POINT: —a— ' THENCE NW'A6'EO E.ALONG THE EASTERLY LINE O SOS NEAINMCTON ♦.x0933'TCo.A DISTANCE O 30♦00 FEET IO P POINT. EETTON NO.02,A DISTANCE a 727]FEET TO THE NORTHEASTERLY CORNER O SAD 56.0C403'OPw,A DISTANCE O X,000 FEET TO A PONT; 3: 509'553'10'E,A DISTANCE OF 30300 FEET TO A POINT ON THE MSRRLY LSE O THENCE X SOOT 4'S0'C A DISTANCE a W FEE T ON THE EASTERLY RIGHT LO ROAD O. P OF WAY UNE OF HELD COUNTY ROAD NO.2)' THENCE ()COURSES ALOE SAID WESTERLY LINE THENCE S 0Y600'W EOLOwN ALONG T Of WAY LINE A I.x 3' DISTANCE OF SE'FEET TO DISTANCE E J1W93 FEET TO A POINT; 1.700' '5 E DISTANCE OF 2549. E POET; R66W • X 90Po w DISTANCE a 60.00 FEELTHE PONT Or FROWNING 3 Nar051451,A DISTANCE OF SOUR LINE OF THE NE x x E -TIN.KEW OF THE OCR B T/2 .. ,{ CONTAINING♦3♦0 SQUARE FEET OR 0.11 96 ACRES OF LAND.MORE OR LESS. THENCE 5691526•11;ALONG SAID SOUTH UNE DISTANCE a 99291 FEET TO A 1. �d 9\{E • TPHRT- EN ME POLLOSNG FOUR(4)COURSES THROUGH THE %.OF THE SE M Of SAD (O DESCRIPTION �LNNFXATION PARCEL NO. 2 (COUNTY ROAD 271 SECTION 007126 c.A DISTANCE OF 29331 FEET to POINT; 1. 5B9]905'W,A DISTANCE OF'295.69 FEET TO POINT. -/! PORTON OF THE EAST 30,00 FEET Or THE EAST'.6 a SECTION IN AND THEW WEST 305J 3.509]39'♦8004,A DISTANCE O FEET FE a THE NEST M N SCTON 1).TIN.REM Of THE NTH PM.COUNTY Of . )'2-E A s AM OF 30 W FEET I TO A PONTTON THE NORTH UNE OF SAE COLORADO MORE O PARTICULARLYWE DESCRIBED R AS WAY I Ef 4w79'N 1 T WCR W NCO.2NIHG AT A ICH ON THE NE CRE RIGHT FOD WAY ONE Of ARSO COUNTY ROAD THENCE 589]9'♦8'E ALONG SAID NORTH UHF A DISTANCE 6 22426 FEET TO A „ al ].MGM MN THE EAST A CORNER OF SAID SECTION)BEARS x9pW'OJ2 PORT; g5TµEE Of 3000 FEET. scums THENCE Ts SAM NORTH LINE AND RUNNING THROUGH SAD FAST%O SAID q 2 THENCE H9090'0 TA A ELDDISTANCE Of 60.00 FEET 10 A POINT M THE EASTERLY P1011 SC[TIO,1B THE FOLLOWING TWELVE(II)COl S[- FIN a sC / IX WAY UNE a SAO KED COUNTY ROAD NO 27; E T PONT O ENCE SII]919'W A DISTANCE OF TO A PONE ]NEENN47'31[E Ap°STµ J (l; THENCE NI ♦♦SYW A DISTANCE Of 149.00 FEET TO THE PONT O BEGINNING. A NIW.55ti0'j A OISTµCC OF J7 3 FEET IO AA M3U1 N CONTAINING 4379 SQUARE FEET ONO ACRES O LAND.MOPE OR LESS. 5S NNYtl25 f.A DISTANCE Of J69 FEET 70 A POINT I :780194'-INK A OSM.AAN OF 220.55 RCl 0 A PONYY; ' , Z g S9z]B]I'E A DISTANCE Or 125.43 FT TO A PONT; U N2416•19%, DISTANCE O 256 FEET 0 OINT 0.N 02423'.A DISTANCE Of 34008 FEET TO A POKE: DESCRIPTION - ANNEXATION PARCEL NO 3 (COUNTY ROAD 271 1.N: 3'W,A DISTANCE Of 435.25 FEET TO A POINT; I2.TH 2'EB'SJw,A DISTANCE OF 28355 5; TO A POINT ON A PORTION OF THE EAST 30.00 FEET IX SHE EAST%O actors IS ANDA E EASTERLY UNE OF US COURSES HIGHWAY 65, THE WEST 3000 FEET OF THE WEST%Of SECTCN II. N THE 6111 P.M.PM.COUNTY THENCE THE FOLLOWING FOUR(4)COU ALONG SAID EASTERLY UNE: A l O WELD.STATE C£COLORADO MORE PA RIGHT LY WAY AS FOLLOWS I.5WD]'WRR,A DISTANCE Of 540035 FEET TO A PONT; BCEONMNGG AT 1AWHPONT ON DE WESTERLY RIGHT OF WAY UNE Of VELD COUNTY ROAD 2 55891991ED A INSTANCE CE R 739 FEET 70 A PONT; D 27, OI THE EAST y CORNER SAD SECTION 7 BEARS x909D'CO'E A 3. 51WS]5'W W.A DISTANCE OF OS 20 0 FEET TEE,IOTO A A POINT TON THE SIXTH UNE OF SAID THENCE µFE Ci.30.00 FAED: ♦. THE H,'71St. DISTANCE O 149.00 FEET O A PONT, HENCE %,SE A;E ARK SAID SOUTH LINE A DISTANCE a]03.)5 FEET TO A RIGHT O WAY Y•E.A WELD C ROAN FEET TO A PONT ON THE EASTERLY PONT; LINE CA WELD IX 735.0 27; THENCE 00010'41'W,A DISTANCE OF 1294 E9 FEET IO A PONT; WOW B THENCE NO2'26'51W. CE 39.04 FEET TO A POINT; THENCE SO916'33'W,ALONG A LINE 30 FEET NORTH O AND PARALLEL TO NE TIERCE HD2'26'51'W,A DISTANCE OF)]97 FEET TO THE PONT O BEGINNING. SOUTH LINE a 540 SECTION I0,A DISTANCE OF 19942 FEET: VICINITY MAP CONTAINING IJJJO SQUARE FEET OR 0.4061 ACRES CF LAND,MORE OR LESS. THENCE l DISTANCE OF THENCE THEFOLLOWINGTWO( 6 N COURSES THROUGH THE W 54 OF THE NE%SECTION II, TIN,KEW M THE ETH 1.DESCRIPTION - ANNE'..TI0N PARCEL NO. 4 (COUNTY ROAD 271 31'[.A DISTANCE I OF 1168 113 0.71 FEET 0T A PONi ON THE SOUTH LINE Of SAM NE I A PORTION CF THE EAST]DON FEET a THE EAST%O AND A PORTION IX TENCE4NB9'47'0TE ALONG SALO SOUTH LINE,A DSTANCE OF 69419 FEET TO A THE WEST 3000 FEET OF THE NEST%K SECTION 1),TIN,066W O THE 6TH P.M.COUNTY PONT: O WELD,STATE Cr COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWSTHENCE THE FOLLOWINGCOU RSES(6) THROUGH ME SE%a W SAID SECT 19: THE BEGINNING AT A POINT ON WESTERLY RIGHT OF NAY LINE O YIELD COUNTY ROAD I SOD0.54'E,A DISTANCE OF 1329B9 FEET TO A PONT; WE DO HEREBY ANNEX SAID TRACT Of LAND 70 THE TOM OF FORT:UPTON.VIEW COUNTY.COLORADO. NO.27,FROM WHICH THE EAST IL CORNER O SAID SECTION 7 BEARS x90D0'DO[A 2 N8956'55'C.A DISTANCE OF 091.71 FEET TO A PONT. DISTANCE a 30.00 FEET. 3'♦3 OC DISTANCE a 714 II FEET 4 A PONY THEN'NCE 50212515E DISTANCE OF 3914 FEET TA POINT: 7621 W. DISTANCE a)AJ FEET 11955 W A DITTANCE OT STANCE O 1030 84 IFF`E TO BY: BEARD OF COAT COMMISSIONERS.CHAIRMAN 'E A DISTANCE OF 739 OS 10 A PONT ON THE EASTERLY RIGHT O E. 3'C6'43'W,A DISTANCE O FEET OiO WAY CE a SAM VELD ALONG - RIGHT 39 A PONE THENCE TI6'f. OX SAID EASTERLY Xi O WAY LION.A DISTANCE O THENCE SB 47 FEET EE TO A PONT; STY PERTH ENCE 5O9SSITEW.ADD51ANCE ANCE 0F a 131530FEETFEET TO TO AA POINT;POINT a BCGwNEC. THENCE 5 ]'29"W, DISTANCE O 195314 FEET TO A PONT, THENCE NW3206'W,A DISTANCE 0 FEER,TO PONT ON THE WESTERLY CONTAINING 10019270 SQUARE FE(1 OR]f79614 ACRES OF LAND MORE OP LESS, LINE OF SAID WELD Ca WAY ALONG SAID BEGINNING. NOTES: FISHTx OF 2NAT LINE A DISTANCE a 111)]9•/]FEET TO THE POINT OF BEDNNING. NOTES: NOTARY PUBLIC CONTAINING 70742 BOURNE TENT OR 33]10 ACRES O LAND.MORE OR LESS I.THE EASEMENTS µO/E+RIGHTS-OF-WAY'MIX ARE SHOWN HEREON MAY NOT BE CgIF1£lC AND µE BASED ON GENERAL MFWYATON,AND µF TO BE STATE O COLORADO) Y THISw DD ONLY IN CONTEXT COUNTY OF WELD )SS DESCRIPTION - ANNEXATION PARCEL NO. S (COUNTY ROAD 271 THE FOREGOING INSTRUMENT WAS ACNNOMEDCED BEFORE NE THIS DAY Of 7004 SD JO 00 FEET OF THE EAST%O SECTION II AND A PORnp OF N OTICE : ACCORDING DO COLORADO MUST ANY LEGAL ACTION RASE UPON ANY DEFECT INNSURVEY9Y W INN THREE YEARS AFTER YOU A PORTION OAND 30.00 O WE THE WEST FEET THE ST%O THE SECTION IJ AND A PORTION O EAST 30.00 FIRST DISCOVERED SUCHSO DEFECT IN EVENT MMATAwe ACTON BASEDUPON ANY DEFECT IN TNTHIS SURVEY,DE COMMENCED MORE THAN TEN YEARS FROM THE WTlESS MY Xµ0 µ0 SEAL FEET O EAST% a R OF SECTION 19 AND A PORTION E WEST]OCERTIFICATION FEET ST% DATE OF CERCATION SHOW.HEREON(13-e0-105 C.RS) OT SECTION 20,TIN,KEW OF NE 6TH P.M,COUNTY O WELD,STATE Of COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS 3 B(SIS OF @6Md,G_ 4Y COMPASS ON EXPIRES: BEGINNING N AT A POINT ON THE WESTERLY RIGHT IX WAY LINE WELD COUNTYC ROAD CONSIDERING THE EAST LINE CF TOE SOUTHEAST ONE. R NO.17,EKE.,YMICH THE EAST I CORNER OF AID TRITON I REARS ry 203'L WADER a YcnON 19.TOWH9HIP RANGE 86 VEST ISTµCE OF 173079 FEET; O THE SIX al PRINCIPAL MERIDIAN c WE IY O ED,STATE OF ALIT OF COLORADO, TO BEM NORTH 05 ' ,BETWEEN NOTARY PUBLIC THENCE SO0'52•085,A DISTANCEM VM O 1953.00 FEET TO A PONT, ONENI5 AS SHOWN ON THE PLAT,AND ALL BEARINGS CONTAINED HEREON BEING RELATIVE THERETO. THENCE X005]'29E A 4 FEET TO A POINT ON THE EASTERLY DISTANCE RIGHT OFWAY UNE OF WELD COUNTY ROAD NO. N ALISTANCE FE 9CWRYE ALONG SAM EASTERLY RIGHT O WAY LINE. I2H500072 E DISTANCE 31 8 FEET TO 4. BOUNDAANNEX RY CONTIGUOUS72 73 WITH THE CITY OF FORT LUPTON: Z SWW9J'0,'W,A DISTANCE O 64]66 FEET TO A POINT; NNCD 2-6000 FEED )65S 3 ADISTANCE DISTANCE OF 11321,02 FEET TO A PONT: ANNEX •297.94 FEET•4 SWTIS'1(_E.A AN E 1320,06 FEET TO A PONT; ANNEX 4- 476.1]FEET. ID am 5.S009GS2 W,A DISTANCE a W FEET A P 1 KNELT 5-]906.14 FEEL- 10.OSX THENCE 4017'*.DEPARTING(SAID EASTERLY MKTO NAY LINE,A DISTANCE ANNEX 6= 5135.97 EET- 43615 O 2567.97 FEET DO PONT; ANNEX 7=5658.62 FEET= 2 THENCE NW'AO'W'W,A DISTANCE O 256600 FEET TO A PONT ON THE',WESTERLY RIGHT Of WAY UNE O SAID NEW COUNTY ROAD E. 7, THENCE ALONG SAID WESTERLY RIGHT O WAY UNE THE FOLLOWING HK(5)COURSES: 5. TOTAL BOUNDARY TOTAL ACREAGE TI'52. 1'E DISTANCE OF 1000.00 FEET TO A PONT, ANNEX 1 DAR Y6 FEET O AREAS I DO 'W.A DISTANCE OF 1320.10 FEET TO A POINT; EX 2•337.94 EET 0.10 4 ACRES CITY CLER%'3 CERTIFICATE 4.X00'07'09 E A DISTANCE a 2043.5 FEET i O A POINT; ANNE,3- 776,6 FEET ACRES 4NWW'TOJ'20'EW,A DISTANCE O 26]55EETiiOAPONT _ FEET 041 5.N J' A DISTANCE OF 90059 FEET TO A M[PONT O BEONHIXC ANNEX 4- 161 3.23 ACRES CONTAINING 796)2 SWAPO F£FD OR 10 3230 ACRES W LAND.MORE W LESS. ANNEX 142 FEET TO 32±ACRES EX 6_11810.95 FEET 2.03 L ACRES OT CLERK 2 ',TEN COUNTY.CITY O FORT LIPTON,',TE COUNTY.COL CERTIFY TUT THE IS A TRUE AND O ACCURATE COPY THE 7-26190.84 FEET E ACRES OTY COINOL a THE CITY Of FORT LUPTON,MLE COUNTY, TY,COLORADO.CONTAINING THE DESCRIPTION OF LANDS ANNEXED TO RE TOTAL 30400 L ACRES CITY OF FORT LIPTON..WELD COUNTY.COLORADO BY ORDINANCE NO. A CREWED COPY Of MICH IS HEREIN PILED,MO01 ORDINANCE DESCRIPTION - ANNEXATION PARCEL NO. A (COUNTY ROAD 271 BECAME EFFECTIVE ON A FOROON OF THE EAST 30.00 FEET OF EAST%a SFCSOR 19 µD A PORTION Of THE NEST 3000 OF THE NEST%OF SECTOR 20 TIN ROM OF THE 6111 PM.COUNTY a WELD, lE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS UTY LILHN BEGINNING AT A POINT ON THE WESTERLY RIGHT O WAY UK a KM COUNTY READ Na 27,FROM MIICH THE NORTH EAST CORNER OF MD SECTION I9 BEARS' 'B9%E A DISTANCE OF 7000.24 FEET; SURVEYOR'S CERTIFICATE DATE pe-zz-D4 THENCE sar40'ara A DISTANCE OF 600 FEET TO A PONT, THENCE RAY UNE A DISTANCE OF 356197 FEET TO A POINT ON THE EASTERLY A I Icbht ASPEN Surveying, Inc.R a WAY UNE OF SAID WELD COUNTY ROAD NO.27. I.ROGER A.KRMAAS A REGISTERED PRO'ESSTONAL LAND SURVEYOR IN THE STATE O COLORADO DO HEREBY CERTIFY THAT THIS MAP 2 DRAM; p° TEENCCEE THE FOLLOWING TWO(2)COURSES ALONG SAO EASTERLY RIGHT O WAY LINE TO BE ANNEXED TO THE CITY O TORT LIPTON.M OWWIN,,COLORADO WAS PREPARED WADER YY PERSONAL SUPERVAEX,AND THAT THIS 2993 SR PEORIA STREET WA• R I I. 52'00 A DISTANCE OF 1649.93 FEET TO A PONT: MAP IS S AN PC[ THE BEST W MY C 'S '� 2.SW'0]'SCE,A DISTANCE a 1689.06 FEET TO AEPONT; ACCURATE REPPFYuiI.nON TOKNOWLEDGE µ0 BELIEF. NPR(R CERTIFY NAl NOTE Mµ WE-ANN SUITE 80014 �� MAIN. THENCE 5B9'7'Cp'W,A DISTANCE O 6000 FEET, PONT ON THE WESTERLY (1/6)O THE EXTENEN BOUNDARY a THE PROPOSED LANDS TO BE ANNEXED ARE CONTGEous TO THE PRESENT BOUNDARY LINE OF THE 333 3/TWO HA.AIP N AVON LTC S 010 ' Pn N^' _ E W. CO AVENUE, I[ (301)750-4590 RIGHT OF WAY LINE OF MD MN COUNTY ROAD NO.27: DOWN OF FORT LIPTON,WELD COUNTY,COLORADO. ])534-, Fax(3N))ISO-E646 R W901S DATE LINE: THE FOLLOMNC TWO(2)COURSES ALONG SAID WESTERLY RIGHT a RAT 00)534-1040 BD _ ,1-n-w A DISTANCE O 1619.06 FEET TO A PONT; ANNCXA)AN WE I.0,S 4 DI 4 AND 7 TO TNT Cm or PORT LUPTON M TH 11-Itra LANES ADDMON LI PORTIONS OF comma),0,17.I0 T9,20 AND 30 I.X00T]'W'W,A DISTANCETHE POINT O BEGINNING - 6 -- ---- 2.xWNING 1E a IN 4 FEET TO CONTAINING 123305 SMART FEET ON 20707 ACRES O LAND.NODE OR LESS, ROGERA ERRORS Pi S.34968 E N PP W,x... -�. T 0. OB W.eTN P.Y. O. 3004—OE26 WED�COITMY.COLORADO PREPARED F Sheet SW TKO JOINT VENTURE.TURVENTURE. LLC _ol LUPTON LAKES ADDITION ANNEXATION NO. 1, 2, 3, 4, 5, 6 AND 7 TO THE CITY OF FORT LUPTON I EAST 30 FEET OF SECTIONS 18 AND 19, AND THE EAST 30 FEET OF THE SE 1/4 SECTION 7, T. 1 N., R. 66 W., 6TH P.M. ,'� � A WEST 30 FEET OF SECTIONS 17 AND 20. AND THE WEST 30 FEET OF THE SW 1/4 SECTION 8, T. 1 N., R 66 W., 6TH P.M. Ti C'} POINT OF BEGINNING in a C WELD COUNTY, COLORADO NE 1/4 oU SECTION 7 t7 z P01M7 OF BLGINNp2 ANNEXATION'PARCEL MO L PAR..1.z.a AND. o SE I 4 6 I�3 SHEET 2 OF 3 Pad 5 SECTION 18 ANN[%At ON PARCEL 140 z i. E �`�Z T V co...c ANNEXATION PARCEL NO 0 \ ANNELAT10N PARCEL NO 1 C 00J1 14o6Y 901.66' _— N00'07'Ib-w]{ 17}8.53' \\\\\" \\\\\\\\\\\\\\\\\\\\\\\\\\\\ ANNE11A1TOM PARCEL No 1 17Jb 79 1 1 ,'r �/-----0o0'w `,`,``,``````, ```,``\\``` \\\\ NssNs m,sw`v. — — — — — — — _..-._.—— — — 71719 w .4t1.99.i �� 6oO.o�O a-E \R\tl�R\t\R\t\��\`�RR�R\R��R\\T\� \`� 69Za' x `\ S000TIOE 901.71 ,�� • 5000Y16't 1738.47' /s 71.95 li NE CM SEC I8 �A1916XATION PARCEL NO 5 COUNTY ROAD 27 E 1/4 COP SEC 7 ` 1F71pp 1'S05EL ROD Jy p/5 1 0.2'BE1.Ow AS7M. LT 759 7 �T LS J FNO 3.96'0/5 Sw Li 7096 ISE 1/4 to q— 0f0 I SECTION 16 b z z I co1.< h CUa 1100'07.2911100'07.2912643 55' LEGEND — 1 No0 ' 'w ,�a [s.] AN1mAli0N TAAICJO. NO 6 C) I . 44, 1101[COVERm —_ _. —— ——51/ 1 .11 • 1101NDARY CORNER V S00TT29'w 2643.68' 50233'79 w • E— E 1/4 CM SEC 16 RMEMP OF AREA M < 2'ALLN CAP 45'MTNESS coR 71�( 55EE��EI a BE ANNEXED %Re STEE 000 ® /451100 /5 601810ANY COUNTY ROAD 27 WI BE101 AWN. - SE c117N LNE __. . PROPOSED EASE11EN1/01711 CF 1A7 I I I I x I . . tt5 1/16/2 SEC 18 ENO 7103'AWY CAP I 5:_.L9 p3 L.L.S.10705 i 1320.19' 140006'14'6 N000Y04.E 132192 w DI ANNEXATION PLRCO. MO 0 fx - - - - - - -TA3T•1R1fiF1j� - - - - — -- — — - -- ` - - - - - - - - — — u2187 - - - - - - — — — ---iiD 1 • `j • K COR SEC 19 SOOOs'14'E iSia06' COUNTY ROAD 27 90DOT04'w 1J71A7' E 1/4 506 SEC 18 2'ALUM CAP 45'IINNE55 CDR L.S.25937 2'A259 CAP 45'"MESS OM < E.S.25937 Z I , I }--0'l I I I KIWI OF BELINNENG 1':1D0' I PARCEL 0 I I 1,3 izmounimoot rA0cX1. No 0 I I ,--- - W a • 1400'01'521 16H.93' N0oO1'SYE • 1000-00' \ -•401 \'<.^ \\\\',N,z,N,?h\\`,,,\\\\\\\ \\tim,t.222\\\\\\\\\\�C2�h\�\kk\N\Zl'\ki\k\\\kkk kkkkkk\\k\ Z E 1/4 COR�C 16 .__ \\ 5000132, /649.9]' 50201'57', 100000' • _' • ` 4'/BRASS GAP \ COUNTY ROAD 27 Ix con NSE16 6 M IN RANEE BON ANNEXATION PARC10. NO 6 45'2. UM SSCA COP L.5 25937 -& (1,,0•� I II I I 1 00 — — - - - - - -�- - - -• - - - - - - _ - 1400'03'00'- - - - 1669.06' Sg00Saq_1E(BASK a 1i,ARMO5T ANN[Iu110M PARCEL'03.0Noe m sarrst00'w.--.' TIN.,SE COR.SEC 19.R66,..SIN PAL '009 DC s0c2]'DD2 -� ANM6XlT10N PAD= NO 6 E 1/4 CCR SEC COUNTY ROAD 27 4'BRASS CAP 19 < F01M0 1'AIDE COUNTY ROAD 27 I IN RANGE BOX X ' e OA1E: 01-00-04 GRAPHIC SCALE ASPEN Surveying, Inc. °RA" .,�- 1 - 7 Yn_7 2903 Se.PEORIA STREET .... :•L1 me {�J�JJ1 suEE 150 y` 1 ~ All A.,rse.CO 00014 PARCEL 7 i r(303)750-4590 �\ - _ Fax(SOS)730-0646 REw510NS DAIS A _ (p TM) °' LUPTON LANG ADDIf70N Aao ra �`� 1 Inch- 100 IL 1I s e o L ANNEXATION 110.L L S 6.0,11 MO 7 10 MOT Of FORT WPPOR ' °"s .1 1 14 8. N N PORIpNS or N..IL 05 7.6.17.16.10.20 0141)30 6 `L'i f 1 N..1 N W.8TH P.II P90J.140. 2004-0126 �' VELD COMM,COLORADO COUNTY ROAD 27 1157 NAP PRECISETHAI.,a '11(540(0 FOp� Se4.1 2 el 3 T 5. 56 TEO 301117 VENTURE LLC f i • • LUPTON LAKES ADDITION ANNEXATION NO. 1, 2, 3, 4, 5, 6 AND 7 TO THE CITY OF FORT LUPTON A PORTION OF THE SE 1/4 SECTION 18, A PORTION OF THE E 1/2 OF SECTION 19 AND A PORTOIN OF THE N 1/2 OF THE NE 1/4 SECTION 30. T. 1 N., R. 66 W., 6TH P.M. e,4_ WELD COUNTY, COLORADO _ _ 1 — - c,7trab • SHEET 3 OF 3 GRAPHIC SCALE ( 1FGFJ4D - PO TENT) I. ■� I Io<6= 900 n OSECTION COINER _ c • BOUNDARY CORNER 8 S ■ P0110(1ER OF AREA 10 a OE ANNMED FWA CMP6LCCIS BWNOMY • COUNTY MAD 2] P.VFEW I SNRD e • — — SECTOR UNE KEY i LIAR 9PROPOSED LAWEWENT/Nlwl OF WAY . I FI I I 1 IL TWIT ____c 1,9Ec le 1 ouv¢R4 DORM MEAN RIPIE<IWwE DONALD L p SUZANNE DAVE IDxN NE 1/le COO 9F I° Toll 9µ2001E NORA 205 N PATH RD IN86 VRA 8 OCI®1 0611 An WILLIAM(Is)a cxAYp6,DORM RAN _------- -----LUPTON.C0130621 DI.nOI.WA Ba]ze-en. C x/, 9C Iv R LUPTON.CO 80621 IOW x I/27 Mr cAP sms E. 11/4 c°A SEC e - 25We3LUR CAP Jml 101 Si_AVE. MD,21/,'ALENAIL CAP z. 05441ax.CO 00602 Is 29991 F*5135 CAP U TO I 4s p�g�r _____ NEs1MWs1FB.CO eMll FT.LUPTON.co e0sn e60x IAm PEz �� U.S.xFIPAr e6 sr) I — _ _ _ — _ W `e—— mJ3,'m�a46 l 9A6 CURIAE ALFRED O&&NOME A. �T0 1/•COR SEC It xMl..BiN P.IL I RIrr611x0LnR DORADO L A SUZANNE BOOK"M• 9059915.91 Ins. IOS 19�. I242X 0' LUPTON.CO 6[68149 Y SILK CAP 806 H PAMA M] GE 106 Po FINLEY.DAVE 6980•OOIY NFMIY a5 4 WPm l9 25 xe-e]], iJ1aT' BRIGHT12750 ON.CO emirOUNTY RD om0 I III ( sw AYJrE I 1409,2}rw T °73 uW S°010',1'W 129,19' i^ LORRE o "G___----:-.J.------165 t W 15421FT C O1.TMCOM006 12 M� A STATE PG.Y65 XOLANq JOHN c&6µO60LYX 1 9 Iz691 caP PARCELM as IK}m1SIEN.co 00214 - NO 5 101 R lo-2- • mnzO'E.91 u' ESLNPrIDx x73 1471-I8-2-RE-823 CD SW 1/1,SE 1/4 I IfI NT 1/4,SE 1/4 n $61/. M 1/. Bµ 1/,.SE 1/4 xx�0/,.9C 1/, O b,^ p 506'19'5I67 5 RES9rAR 460 SEGIWx IB III 9Rlµlx III SECTIONSECTION III 1/' II SECTION I6 S N 16 O?1 F�\ 001 11(62 I]ORLE6.0000301 11677 r'DON. //2 I n I VILLANO BROTHERS PROPERTIES INC. I T 5E S FORT LL57064.CO ewv-93] z ADAMS. JAMES L& GERALD A SASAKI. IDA A-1/2 TNT & `__ )' VILLANO BROTHERS PROPERTIES INC. 1]aso x8173 COUNT( e[m^ e47)se'N , 5355 SOJW'54N 1329.891 0/01NRISY GRAY 1612 WIN 27 'c e¢ '2050 WELD COURT((M TO TT RD 1° 3 11,5910'11 55 S:Ullfi',YW\\,�13,'55`` m� FT. O1.CO 50631 3 LUFid. BC6)1 FT.LWTLR,CO 506x1 I ,5 ..q 11.84110414S•6])]5k i 50OIy Eft,'" DEPNR3(REVERIE 05'z1'µ 1x6`6 WCR 0 1/z \\� �] WATADA.ALFRED 1/2 Ixre � ^4 FT. 11Pitl1.cD 6[621 GE 1/, „z6.1 AVE CT ,,, R 7591 SECTION 18 I \\ Ir FREELY. 50934 m sA6AX1 em.w T TIERS OF(1/4 73113 I s591.Ns 'c>• /le E aEc Iv 8 21 NE, �N DOLT s, z) —III}NO C—itT FT.LLam2,CO _ _ _ _ _ _ _ - - - — _ __ _ __ _ _ _ _ C-6 1/I6 CON SEC II II \ F4 ' 3 m2 LLW[AP E 1/IB COP SIX ANNEXATION PARCEL 7 m LS 8099 > 2 \�\ v ZONING - A NMI.GREGORY P III o 'R, _ rLNsn iuln c vnowseDz - DOD COUNTY 1 Ir6]e HER 6 /z• AGRICULTURE so 6 E -/ CUPID'.CO 10621 z o �. IA CRM tf� ,2,07#611F-•Re i P I ]SS31- I € I YOKOOJI, FRANK 1 mg 2673 WCR6 io s w 1 I WATADA FARMS INC. ADAMS, JAMES L & GERALD A ADAMS, JAMES L k GERALD A . VILLANO BROTHERS PROPERTIES INC. S BRIGHTON CO 6060]-93]9<Zr^o U i� 26 4101 ACE CT /OHIRLEY CRAY 13050 NEEDCOJNTT HO tO - SW �+'u .r, —, („ I ;,,,,F. (RERY,CO 0634 PPo pop,5'Ns 973]5 pC//°gSHIRLEY GRAY LL N ,--,. .CO 004,1 rv� ,“ p I • e I/,.71'1/4 21/. ^Ji xg w ¢ i^ NE 1/A.SE I/, GMOLAND.xs/4 yy SEE 1/4.B 1/. j :o se0-nox Iv As W$c smme IR I simml l0 1/, x 1/,.NE 1/, 3 w `u SEC I IN OE'/A 91` 10AEAco. OD U I sErnOx le I: v¢ c I BPIRIOX5000 00401 INC cS N%OO1�e°W e + I !II °n a 6SF crg • nY _ "9 I OF REGINxpG e n - hie I u I 300.00 tit.' POW x ima og Km 1160 °- " u^ �iP :]� NIi .On µ� 6S110'E E 1/,C0R SIX 10 I E 1/4 CON SEC IB rtf� x50.06 W .ma '/ 103 I I n,_ AC TOP n - z ALDN CAP A5'WITNESS COPT BRASSSE 0 rc l9 ;Ate/IC/2' 8IDIII CAP IC g a g 7 I ToOYO('W Am. 1 „ LO.25937 I6ee C6' w x CAP Z fRRUT°a 4191 LS 0202&2 ALEN CAP CO.Maw ��g PW�zB20R SLLVY°cM Wr I f +I °0v]'ro'w X00.01727 1 I 051.W 1>c'rk5° 1 tti83. taw. Ls {9 0WRTY ROAD ^ 11]{,¢1 //j/mV}N1111'K RUTH ANX\A\\\ I NVM BROTHERS PROPERTIES IM. I µ HAlLBURION CO. P— DON ^c ns 021 Y.L2GAI¢i G/ 'e5}PWR 55 I X]21 L 65 AVE. I 271100 WYWFT ND Wx6RAV INC t m WEPT 14391 TAY 0001 1040 VIILNO ROBERT P. N DEAN 3 VCR 27 SCHOOL DLST/Pe-5 ENDERSON CO ERAO DRAWER 1 O 13050 LOW LO COUNTY RD 10 R LVPiop.CO PO621 ESTES PARK,CO 6051] LUPTON.CO 80611 IRAI£Ibl.XC 8)60)-]0]] I Pj 0 I DUNCAN.w)3536-0222 I S.�Wiz I \FT O.CO 60621 2041 eHWYY ANaoWO SGa iqzz� 000 PRDocNTABLIC ei oLA:A�050 1)m si, FT LVPIw1.CO 80621 ; � 17 305. DENVER.CO 00265051 5E • ry DATE 09-2x-0A QASPEN Surveying, Inc. _E17 VEo"P`AT 9 0Llh i10P 1 .... Aso,CO )860067' F0I(303)/so-56469° REVISIONS DATE A0 Tat II-H-5. LUPTON LAKES ADDITION ,VISELTT0N N0.LT S 4 5,6 AND]ID THE CITY OF FORT LIPTON 'm T ""W w PORTIONS OF SECTI I, Ii.II,I9,20 AND 90 • 7 14..9, II,NCCIDRAC.N. AP:.X° 200,-0121 PREPARED 7011 SW TKO!Ow}VENTURE.LEG S1,47.21_91_2_ STATEMENT ON COMMUNITY NEED FOR PROPOSED ANNEXATION AND ZONING The Lupton Lakes Annexation will offer many benefits to the City of Fort Lupton without any additional burden on the school district or the city utilities. Annexing the seven (7) properties known as Watada, Yokooji, Wiant, Sasaki, Adams, Villano, and Gurule is a great opportunity for the City of Fort Lupton to provide additional recreational opportunities to the community. The Lupton Lakes Annexation complies with many of the goals and strategies identified in the City of Fort Lupton Land Use Plan 1997. • Require development to contribute to the financing of the capital improvements and other relevant costs to ensure a net benefit to the City. (page 2-4) • Future development will provide for pedestrian and bicycle rights-of-way along Fulton Ditch and the South Platte River. Location of future parks and schools should help link these two recreational transportation trails systems together in the east-west direction. (page 2-2) • Land adjacent to the South Platte River should be annexed to help preserve it for future open space and control development uses. (page 2-3) • The development of park and recreational facilities is one of Fort Lupton's major priorities. (page 5-1) Benefits of Annexation The proposed annexation will provide many benefits to the Fort Lupton community, including: • School bus shelter We will provide a school bus shelter for the residents of the mobile home park at the corner of Highway 85 and Weld County Road 6. This bus shelter will help create a safer and more comfortable environment for the children living in this area of Fort Lupton to wait for the school bus. • Additional open space/parks Since the site will be reclaimed and used for water storage reservoirs rather than homes, the site will provide the opportunity for parks and open space with small gathering spaces, wildlife viewing spots and recreational trails. • Trail along reservoir and along arterials The design of the proposed reservoirs will include a trail along the perimeter of the reservoir as well as along the arterial streets within the R.O.W., including WCR 27, WCR 8, and WCR 6. SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 1 • Potential connections to the Colorado Front Range Trail and the American Discovery Trail System along WCR 6 The Colorado Front Range Trail is tentatively proposed to come north on the South Platte River from Brighton, head west on WCR 6, then head north again on WCR on 23, and then west on Highway 52. When it hits Highway 52, a spur trail is proposed to head east along Highway 52 into Fort Lupton. This multi-use trail system is a major north-south route that will connect communities along the Front Range from the New Mexico border to the Wyoming border. Some of the goals for the trail include: - Create a trail corridor that enhances eco-heritage tourism along the Front Range. - Incorporate alternatives and loops, so that the trail can be used for a diverse range of trail uses. - Link to other trails, especially major east—west trails, along the corridor. The American Discovery Trail (ADT) is a coast-to-coast trail system that runs east to west in Colorado. The ADT runs from Julesburg in the northeast corner of the state through Denver to Grand Junction and Loma at the western boundary. A southern route of the ADT connects Denver to Holly near the southeast corner. A portion of the trail runs along the South Platte River near Fort Lupton. Both trail systems can become a source of major recreational opportunities for residents and visitors along the Front Range. The trail systems can contribute to the Colorado economy through the stimulation of businesses along the trail such as hotels, restaurants, bed and breakfasts, and bicycle rental/repair shops. With the annexation of the proposed properties, Fort Lupton could begin to create a southern connection to the Colorado Front Range Trail and American Discovery Trail at WCR 6. A trail along WCR 6 would provide an alternative route into Fort Lupton for riders of both trail systems, bringing additional visitors and potential sales revenue into the City. A trail along WCR 6 could also begin to connect the South Platte River with the Fulton Ditch, indicated in the Fort Lupton Land Use Plan as a major priority. By linking the Fulton Ditch and the South Platte River at the southern limits of Fort Lupton, a large loop trail could eventually be created for the Fort Lupton community and visitors alike. • Wildlife habitat The reclamation plan for the Lupton Lakes Annexation specifies appropriate native vegetation and the reclaimed site will provide wildlife habitat. • Beautiful gateway to community The proposed annexation sites are located at the southern edge of the Fort Lupton Influence Area between Highway 85 and WCR 27. This has the potential of becoming a southern gateway into Fort Lupton. SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 2 • Green buffer between Brighton and Fort Lupton Annexation of these properties would help keep a portion of the southern boundary of the Fort Lupton Planning Influence Area as undeveloped open space. The proposed water storage reservoirs would prevent this land from developing in the future and create a visual separation between Fort Lupton and Brighton as both communities grow. SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 3 October 1, 2004 Weld County Commissioners 91510th Street Greeley, CO 80632 RE: Annexation Impact Report for the Lupton Lakes Annexation, Portions of Sections 18 and 19, Township 1N, Range 66W,of the 6th Prime Meridian Dear Commissioners; In compliance with Section 31-12-108.5 C.R.S., we respectfully submit this letter and the attached maps as the annexation impact report for the Lupton Lakes Annexation. The following is a list of the items and issues that the City is required to address for the benefit of the Commissioners. Summary of Project: The Lupton Lakes Annexation is a proposed sand and gravel mine located east of Highway 85 and north of Weld County Road (WCR)6 and south of WCR 10. The proposed post-mining land use is consistent with other land uses in the vicinity, including farmland, industrial land, residences(the mobile home park), and other gravel operations. The proposed plan is to mine approximately 275 acres of the 385-acre parcel leaving a series of 4 water storage _ reservoirs varying in size from 23 acres to 93 acres. Approximately, 16.9 acres of the annexation are sections of WCR 27. The site will be developed as a water storage reservoir complex. Auxiliary uses on the site during mining will include a scale and scale house, a shop building, a gravel processing plant, material stockpiles,a concrete batch plant and two asphalt batch plants. The maximum area to be worked at any one time is 20 to 25 acres. Some material recycling will take place to supplement the gravel product created on the site. The recycling will be limited in nature. The mine is expected to operate from 15 to 20 years depending on market demands in the area. 1. A map or maps of the City and adjacent territory showing:the present and proposed boundaries of the City in the vicinity of the proposed annexation;and the present streets, major trunk waterlines, sewer interceptors and outfalls, other utility lines and ditches and the proposed extension of such streets and utility lines in the vicinity of the proposed annexation. Attached, please find a copy of a vicinity map and the annexation maps showing the proposed annexation in relation to the City of Fort Lupton. 2. A copy of any draft or final pre-annexation agreement, if available. Attached, please find a copy of the draft annexation agreement. Please note that this annexation agreement is not yet finalized; however,the agreement will require the property owner to bear the cost of extending all streets and utility services to the property if needed. Development of this site as a gravel mine will not require potable water or sewer service because there are no permanent structures on the site. Potable water will be delivered to the site and portable toilet facilities will be available 3. A statement of the City's plans for extending or providing for municipal services within the area to be annexed. It is not anticipated that it will be necessary to extend streets,water or sewer service to this property. No new streets will be needed for the development. A private haul road provides access from the south off of Weld County Road 6 to the entire site. According to the traffic study prepared for the proposed annexation, traffic generated from the proposed operation can be accommodated without adverse or unmitigatable impact on the adjacent streets and intersections. All trucks will enter and exit the site via the WCR 6/US Highway 85 signalized intersection. There is no plan to use WCR 8 or WCR 27. 4. A statement of the City's plans for the financing of municipal services within the area to be annexed. Financing for the municipal services within the area to be annexed is addressed in an annexation agreement between the applicant and the City of Fort Lupton. 5. A statement identifying all existing districts within the area to be annexed. This property is within:School District Re-8,Aims Junior College, Central Colorado Water Conservancy District, Central Colorado Water Conservancy Subdistrict, Fort Lupton Fire Protection District,Weld County Library District and West Adams Conservation District. 6. A statement of the effect of the annexation upon the school district governing the area to be annexed, as is more fully set forth in Section 15-3(d)(7)of this chapter. The annexation will not generate additional impacts to the school district because the development will not add residences. The public hearing in front of the Ft Lupton City Council is scheduled for January 13,2004. Your input is welcome. Please do not hesitate to call if you have questions or require further information. Respectfully, Damaris S. Guerra Building and Planning Department Attachments: Annexation Maps Draft Annexation Agreement Special Use Permit Map cc Weld County Department of Planning Services PETITION FOR ANNEXATION TO: THE CITY COUNCIL OF FORT LUPTON, COLORADO We, the undersigned landowners, in accordance with Colorado law, hereby petition the City of Fort Lupton and its City Council for annexation to the City of Fort Lupton of the unincorporated territory, the legal description of which is attached hereto as Exhibit A and incorporated herein by this reference, located in the County of Weld and the State of Colorado, and to be known as the Lupton Lakes Annexation to the City of Fort Lupton. As part of this petition, your petitioners further state to the City Council that: 1. It is desirable and necessary that the territory described in Exhibit A be annexed to the City of Fort Lupton. 2. The requirements of Sections 31-12-104 and 31-12-105, C.R.S., as amended, exist or have been met in that: a. Not less than one-sixth of the perimeter of the area proposed to be annexed is contiguous with the City of Fort Lupton or will be contiguous with the City of Fort Lupton within such time as required by Section 31-12-104. b. A community of interest exists between the area proposed to be annexed and the City of Fort Lupton. c. The area proposed to be annexed is urban or will be urbanized in the near future. d. The area proposed to be annexed is integrated with or is capable of being integrated with the City of Fort Lupton. e. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two — or more contiguous tracts or parcels of real estate, has been divided into separate _ parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f. No land within the boundary of the area proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, comprises twenty acres or more, and, together with the buildings and improvements situated thereon, has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g. No annexation proceedings have been commenced for any portion of the area proposed to be annexed for the annexation of such area to another municipality. The area proposed to be annexed is not part of any incorporated city, city and county, or town. 1 h. The territory proposed to be annexed does not include any area which is the same or substantially the same are in which an election for an annexation to the City of Fort Lupton was held within the twelve months preceding the filing of this petition. i. The annexation of the area proposed to be annexed will not result in the detachment of said area from any school district. j. The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the City of Fort Lupton more than three miles in any direction from any point of the boundary of the City of Fort Lupton in any one year. k. The territory to be annexed is 17.2512 acres in total area. I. Prior to completion of the annexation of the area proposed to be annexed, a plan will be in place, pursuant to Section 31-12-105 (1) (e), C.R. S., which generally describes the proposed location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways, playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the City of — Fort Lupton, and the proposed land uses for the area. m. In establishing the boundary of the area proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the area annexed, and reasonable access will not be denied to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed but is not bounded on both sides by the City of Fort Lupton. n. If required, an impact report will be prepared and filed pursuant to Section 31- 12-108.5, C.R.S.. 3. The signer(s) of this petition comprise(s) more than fifty percent (50%) of the landowners and own more than fifty percent (50%) of the property, excluding public streets and alleys and any land owned by the annexing municipality, and are, in fact, owners of one hundred percent (100%) of the property set forth in Exhibit A attached hereto and incorporated herein by reference. 4. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City — Council, a minimum of fifteen (15) copies of an annexation map shall be submitted to the City, produced with an engineer's scale, minimum scale to be one (1) inch represents one hundred (100) feet, on a reproducible medium with outer dimensions of twenty-four (24) by thirty-six (36) inches, containing the following information: a. The date of preparation, the scale and a symbol designating true north. b. The name of the annexation. c. The names, addresses and phone numbers of the applicant and the firm or person responsible for preparing the annexation map. d. The legal description. e. Distinction of the boundary that is contiguous to the City and the length of same. f. Lot and block numbers if the area is already platted. g. Existing and proposed easements and rights-of-way. 2 h. Existing and requested zoning and acreage of each requested zone. i. Ownership of all parcels within and adjacent to the annexation. j. Appropriate certification blocks as directed by the Planning Department. 5. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City Council, a minimum of fifteen (15) copies of a master plan shall be submitted to the City of Fort Lupton, produced with an engineer's scale, minimum scale to be one (1) inch represents one hundred (100) feet, on a reproducible medium with outer dimensions of twenty-four(24)by thirty-six (36) inches, containing the following information. a. The date of preparation, the scale and a symbol designating true north. b. The name of the annexation. c. The names, addresses and phone numbers of the applicant and the firm or person responsible for preparing the master plan. d. Existing and proposed easements and rights-of-way. e. Block numbers and lot numbers with approximate dimensions. f. Proposed gross and net residential density. g. Existing watercourses with adequate easements for flood control. h. Designation of all public sites to be reserved and dedicated. i. Existing two-foot contours. j. Appropriate certification blocks as directed by the Planning Department. 6. At least fifteen (15) days prior to the presentation of this petition to the Fort Lupton City Council, a minimum of five (5) copies of all required supportive information shall be submitted to the City of Fort Lupton which shall include the following: a. Soils description and limitation. b. Preliminary utility plan. c. Mailing addresses of all property owners within three hundred (300) feet of the annexation. d. Affidavit concerning the amount and historical use of all water rights owned. e. Vicinity map with one and one-half(1 %3) mile radius, at a minimum scale of one (1) inch represents two thousand (2,000) feet. f. Statement on community need for proposed annexation and zoning. g. For all annexations in excess of ten (10) acres, the applicant shall obtain from the school district governing the area to be annexed a statement of the effect of the annexation upon the school district, including an estimate of the number of students generated by the proposed annexation and the capital construction required to educate such students. 7. Upon the annexation ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, resolutions, rules, and regulations of the City of Fort Lupton, except for general property taxes of the City of Fort Lupton, which shall become effective as of the January 1 next ensuing. 3 8. The zoning classification requested for the area proposed to be annexed is PUD, as shown on the annexation map attached hereto and incorporated herein. 9. As required by the City of Fort Lupton, an annexation agreement has been or will be executed by the petitioners herein and the City relating to this annexation and the petitioners hereby expressly consent to the terms and conditions set forth in the annexation agreement. 10. As an expressed condition of annexation, landowner(s) consent(s) to petition for inclusion into the Northern Colorado Water Conservancy District and the municipal sub — district pursuant to Section 37-45-136 (3.6) C.R.S. to pay the appropriate fees and costs associated with such inclusion. Landowner(s) acknowledge(s) that, upon inclusion into the district and subdistrict, landowner's(s') property will be subject to the same mill levies and special assessments as are levied or will be levied on other similarly situated property in the district and subdistrict at the time of inclusion of landowners(s') lands. Landowner(s) agree(s) to waive any right to an election which may exist to require an — election pursuant to Article X, Section 20, of the Colorado Constitution before the district and subdistrict can impose such mill levies and special assessments as it has the authority to impose. Landowner(s) also agree(s) to waive, upon inclusion, any right which may exist to a refund pursuant to Article X, Section 20, of the Colorado Constitution. 11. The non-refundable annexation application fee of is tendered herewith. 4 THEREFORE, the undersigned respectfully petition(s) the City Council of the City of Fort Lupton, to annex the territory described and referred to in Exhibit A to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado. Land Owner(s) Name(s) and Signature(s) Mailing Address Date of Signing 5 — Land Owner(s)Names(s) and Signature(s) Mailing Address Date of Signing The foregoing signature(s)was/were subscribed and sworn to before me this day of , 20 ,by Witness my hand and official seal. My commission expires on Notary Public Land Owned If necessary, attach separate sheet. 6 AFFIDAVIT OF CIRCULATOR STATE OF COLORADO ) )ss. COUNTY OF WELD ) , being first duly sworn, states upon oath that he/she is the circulator of the petition to which this Affidavit is attached and knows of his/her own knowledge that the signature of each land owner appearing on said petition is the signature of the person whose name it purports it to be. (Signature of Circulator) The foregoing Affidavit was subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My commission expires on Notary Public 7 Addendum to City of Fort Lupton Land Use and Development Application(the"Lupton Lakes Application") Project Name: Lupton Lakes Annexations Dated: September 30,2004 Address/Location of Project: North of WCR 6,between Hwy 85 and WCR 27 Application For: Annexation;Agricultural Zoning; and Use by Special Review. Present Zoning: Agriculture g ' (Weld County) Area in Acres: acres The undersigned respectfully petitions the City Council of the City of Fort Lupton, to annex the territory described and referred to in the Lupton Lakes Application to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado; provided, however, that the Lupton Lakes Annexation Application is approved only if the applications for annexation, agricltural zoning, and Use by Special Review mining and water storage applications ARE CONCURRENTLY APPROVED by the City Council of the City of Fort Lupton. Dated: /// (Z / O y ,2004 Dated: 7 /- / _ O , 2004 Land Owner: Tom Sasaki and Ida Sasaki Land Owner: Joe Sasaki and Jane Sasaki • om asaki e S aki Ida Sasaki Ja Sasaki jail4i: Mailing Address: 1812 WCR 27 Mailing Address: 1821 WCR 27 Brighton, CO 80603 Brighton,CO 80603 Dated: /1/ ,2004 Dated: /I/9/ p1- ,2004 Land Owner: Villano Brothers Properties,Inc. Land Owner: The Shawn E.Wiant Living Trust (la/it Lite C C I,V R V CAS By: Shawn E.Wiant,Trustee fzd Mailing Address: 12651 WCR 8-1/2 Fort Lupton, CO 80601 B : alph Villano Mailing Address: 13050 WCR 10 Fort Lupton, CO 80621 Page 1 of 7 Dated: ,2004 Dated: ,2004 Land Owner: Albert Watada,Alfred Watada Land Owner: Frank Yokooji, May Yokooji, and and Margaret Watada Thomas Yokooji Alfr Watada Frank Yokooji Mailing Address: 1780 Harlow Ave. Pueblo,CO 81006 May Yokooji Mailing Address: 12673 WCR 6 Albert Watada Brighton,CO 80603 Margaret-Watada Thomas Yokooji Mailing Address: ]197 wrR 2] Mailing Address: 1202 S.Montgomery Ct. F9rt Lupton,CO 80621 Superior,CO 80027 Co 87oct.6 Page 2 of 7 Dated: //- J2 - Z V:2004 Dated: if- of ,2004 Land Owner: Albert Watada,Alfred Watada Land Owner: Frank Yokooji,May Yokooji,and and Margaret Watada Thomas Yokooji Alfred Watada Frank Yokooji 291 — �y &et.) May Yoke Albert Watada hai le06�Y Margaret Watada Mailing Address: 12673 WCR 6 Brighton,CO 80603 Mailing Address: 2292 WCR 27 Fort Lupton,CO 80621 [INTENTIONALLY OMITTED -- SEE SEPARATE DOCUMENTS.] ated: ,2004 Dated: 0Q 4 Land Owne . Ifred S. Gurule,Sr.and Land Owner: Jer andrus and Georgia Minnie A. Gurule Landrus Alfred S. Gurule, Sr. Jerry Landrus Minnie A. Gur Georgia Landrus M ' ' g Address: 12645 WCR 8-1/2 Mailing Address: 12679 WCR 8- - Fort Lupton, CO 80621 Fort Lupton, CO 806 [INTENTIONALLY OMITTED -- SEE SEPARATE DOCUMENTS.] Page 2 of 7 — STATE OF COLORADO ) ss COUNTY OF A),y el ) / �T e foregoin signature(s)was/were subscribed and sworn to before me this 0- day of ,2004,by Tom Sasaki. Witness my hand and official seal.My commi ion expires on: 440! C . — VICAN rot NO RGTARYINIA DUN PUBLIC ,Notary Public STATE OF COLORADO My Commission Expires 413012005 STATE OF COLORADO ) ) ss COUNTY OF ) T e forego' signature(s)was/were subscribed and sworn to before me this 'oZ day of ,2004, by Ida Sasaki. J/ Witness my hand and official seal.My commissio expires on: 7/ /acknr VIRGINIA DUNCAN NOTARY PUBLIC ,Notary Public STATE OF COLORADO My Commission Expires 413012005 STATE OF COLORADO ) ss COUNTY OF WL%4' ) Thie foregoing si ature(s)was/were subscribed and sworn to before me this /o2 day of ,2004,by Joe Sasaki.Witness my hand and official seal.My commis on expires on: `f/l30 hoof I VIRGINIA DUNCAN NOTARY PUBLIC STATE OF COLORADO ,Notary Public My Commission Expires 413012005 Page 3 of 7 STATE OF COLORADO ) ss COUNTY OF.ItA2 ) e forego' g signature(s)was/were subscribed and sworn to before me this /o2 day of I ,2004,by Jane Sasaki. Witness my hand and official seal.My commission exp' on: / ,eas-- VIRGINIA DUNCAN NOTARY PUBLIC STATE OF COLORADO My Commission Expires 413012005 re# ry Public STATE OF COLORADO ) ) ss COUNTY OF WELD ) �/ The foregoing signature(s)was/were subscribed and sworn to before me this / day of Alete i 'N ,2004,by Robert Villano. ll Witness my hand and official seal. My mmission expires on: 460 /1e'o VIRGINIA DUNCAN e 1L/ " NOTARY PUBLIC ,Notary Public STATE OF COLORADO My Commission Expires 413012005 STATE OF COLORADO ) ) ss COUNTY OF WELD ) e foreg i fnature(s)was/were subscribed and sworn to before me this 1 day of 2004,by Ralph Villano. ?� Witness my hand and official seal. My c mission expires on: 7" �j 100/ /IRG►NIA DUNCAN i 7 L 0/QeL— NOTARY PUBLIC ,Notary Public -ITATE -O COLORADO My r,gmmissinn Expires 413012005 Page 4 of 7 STATE OF COLORADO ) ss COUNTY OF pueblo ) The foregoing signature(s)was/were subscribed and sworn to before me this i(yT day of 2004, by Alfred Watada. Z ?Ores Witn t , cial seal. My commission expires on: Q —I (s -Q-) . G o att- /Y1 (ltp,Si-t-v •��%PI Notary Public er�. 9�OFOpb . STATE OF COLORADO ) ) ss COUNTY OF ) The foregoing signature(s)was/were subscribed and sworn to before me this day of ,2004,by Albert Watada. Witness my hand and official seal. My commission expires on: ,Notary Public ^ STATE OF COLORADO ) ss COUNTY OF Pus t0 ) The foregoing signature(s)was/were subscribed and sworn to before me this )Lod`' day of LYd japth0,71 ,2004, by Margaret Watada. Witnes i i nd official seal. My commission expires on: q -I(rc) . '' FS' ,�v P•.o CAR J:•ele n / •, • i ,Notary Public ��i S�04.A,� `Go'° a hr� F OF CO— Page 5 of 7 — STATE OF COLORADO ) — ss COUNTY OF ) - The foregoing signature(s)was/were subscribed and sworn to before me this day of ,2004,by Alfred Watada. — - Witness my hand and official seal.My commission expires on: Notary Public STATE OF COLORADO ) ) ss COUNTY OF ) Tb9 foregoing signature(s)was/were subscribe and sw rn to before me this /42' day of �i'Vir�r ✓ ,2004,by Albert Watada,, f 4.� &stc/c Witness my hand and official seal. My com ssion expires on: ! f /2-ac r — VIRGINIA DUNCAN NOTARY PUBLIC STATE OF COLORADO Notary Public a My Commission Expires 413012005 — STATE OF COLORADO ) — ) ss COUNTY OF ) The foregoing signature(%)was/were subscribed and sworn to before me this day of 2004,by Margaret Watada. — Witness my hand and official seal.My commission expires on: . — ,Notary Public Page 5 of 7 STATE OF COLORADO ) ss COUNTY OF fit( ) The foregoing signature(s) was/were subscribed and sworn to before me this f day of 2004, by Frank Yokooji. Witness my hand and official seal. My fommission expires on: /30/ our . — I VIRGINIA DUNCAN 444_2u-17;1-L. NOTARY PUBLIC ,Notary Public STATE OF COLORADO My Commission Expires 413012005 STATE OF COLORADO ) ss — COUNTY OF I ) The foregoigqg signature(s) was/were subscribed and sworn to before me this 17 day of72 7y,tt\ ,2004, by May Yokooji. Witness my hand and official seal. My commission expires on: V 7u2O; . VIRGINIA DUNCAN 1L-1 I NOTARY PUBLIC ,Notary Public STATE OF COLORADO My Commission Expires 413012005 STATE OF COLORADO ) � /' ) ss COUNTY OF It.cI ) The foregoing sign ture(s) was/were subscribed and sworn to before me this 9' day or GcO. ? 04, by Thomas Yokooji. Witness my hand and official seal. My commission expires on: 9/ /lc9d — i VIRGINIA DUNCAN a e^ NOTARY PUBLIC J ,Notary Public STATE OF COLORADO My Commission Expires 413012005 Page 6 of 7 STATE OF COLORADO ) p ) ss COUNTY OF-74,61( ) The forego'ng signature(s)was/were subscribed and sworn to before me this '9 day of —Ate ,2004, by Shawn E.Wiant,Trustee of The Shawn E.Wiant Living Trust. Witness my hand and official seal.My comm. Sion expires on: 1//39 /'2 0 ST ,Notary Public VIRGINIA DUNCAN NOTARY PUBLIC STATE OF COLORADO My Commission Expires 413012005 Page 7 of 7 ' Addendum to City of Fort Lupton Land Use and Development Application(the"Lupton Lakes Application") Project Name: Lupton Lakes Annexations -- Dated: September 30,2004 Address/Location of Project: North of WCR 6,between Hwy 85 and WCR 27 Application For: Annexation; Agricultural Zoning; and Use by Special Review. Present Zoning: Agriculture(Weld County) Area in Acres: 9 )-1 acres The undersigned respectfully petitions the City Council of the City of Fort Lupton. to annex the territory described and referred to in the Lupton Lakes Application to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado; provided, however, that the Lupton Lakes Annexation Application is approved only if the applications for annexation, agricltural zoning, and Use by Special Review mining and water storage applications ARE CONCURRENTLY APPROVED by the City Council of the City of Fort Lupton. Dated: 1 I L ,2004 Land Owner: Alfred S.Gurule,Sr.and Minnie A.Gurule ad, is/ sr Alf d S. Gurule,Sr. Minnie A.Gurule Mailing address: 12645 WCR 8-1/2 Fort Lupton,CO 80621 Page 1 of 2 STATE OF COLORADO ) )/� c) ss COUNTY OF aria-y. ) The foregoing signature(s)was/were subscribed and sworn to before me this /?-M day of '✓vw-„ -1 ,2004,by Alfred S.Gurule,Sr. y Y Witness my hand and official seal.My commission expires on: 8' /i - )-OO 7 . Notary Public STATE OF COLORADO ) /�/ qq , ) ss COUNTY OF I-o- ) The foregoing signature(s)was/were subscribed and sworn to before me this /Y474., day of '1/4rw-dA w,2004,by Minnie A. Gurule. Witness my hand and official seal.My commission expires on: // }a C 7 . \( ,Notary Public Page 2 of 2 Addendum to City of Fort Lupton Land Use and Development Application (the"Lupton Lakes Application") Project Name: Lupton Lakes Annexations Dated: September 30,2004 Address/Location of Project: North of WCR 6, between Hwy 85 and WCR 27 Application For: Annexation; Agricultural Zoning; and Use by Special Review. Present Zoning: Agriculture (Weld County) Area in Acres: acres The undersigned respectfully petitions the City Council of the City of Fort Lupton, to annex the territory described and referred to in the Lupton Lakes Application to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado; provided, however, that the Lupton Lakes Annexation Application is approved only if the applications for annexation, agricitural zoning, and Use by Special Review mining and water storage applications ARE CONCURRENTLY APPROVED by the City Council of the City of Fort Lupton. Dated: ,2004 Dated: / /// 2004 Land Owner: Jerry Adams Land Owner: Shirley,A. Gr4y / Mailing Address: Mailing Address: ;i H Bade �U Pr. ( a lob Dated: ,2004 C�oQ'd AA (077as- Land Owner: Jim Adams Mailing Address: (Continued on next page.) Page 1 of 2 STATE OF ) ) ss COUNTY OF ) The foregoing signature(s) was/were subscribed and sworn to before me this day of November, 2004, by Jerry Adams. Witness my hand and official seal. My commission expires on: ,Notary Public STATE OF ,,,,„Ea/ ) ) ss COUNTY OF pf jo,,,,,,t,,, ) The foregoing signature(s) was/were subscribed and sworn to before me this fiptk day of November, 2004, by Shriley A. Gr®1y. Witness my hand and official seal. My commission expires on: //..67:-p 7 NOTARY PUBLIC-State of Kansas SUSAN R.JOHNSON "1 �nMy W E.o./(z5-O? --SIZr ! L Yotary Public STATE OF ) ) ss COUNTY OF ) The foregoing signature(s) was/were subscribed and sworn to before me this day of November, 2004, by Jim Adams. Witness my hand and official seal. My commission expires on: ,Notary Public Page 2 of 2 Addendum to City of Fort Lupton Land Use and Development Application(the"Lupton Lakes Application") Project Name: Lupton Lakes Annexations Dated: September 30,2004 Address/Location of Project: North of WCR 6,between Hwy 85 and WCR 27 Application For: Annexation; Agricultural Zoning; and Use by Special Review. Present Zoning: Agriculture (Weld County) Area in Acres: acres The undersigned respectfully petitions the City Council of the City of Fort Lupton, to annex the territory described and referred to in the Lupton Lakes Application to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado; provided, however, that the Lupton Lakes Annexation Application is approved only if the applications for annexation, agricltural zoning, and Use by Special Review mining and water storage applications ARE CONCURRENTLY APPROVED by the City Council of the City of Fort Lupton. Dated: , 2004 Dated: , 2004 Land Owner: Jerry Adams Land Owner: Shirley A. Grey Mailing Address: Mailing Address: Dated: /1 — 11 - 041 , 20044 l Land Owner: Jim AdamszlAt 6--"6"44--/ Mailing Address: /4932- 7S.O ar.#0 Ze//v ue &to <Fos/y (Continued on next page.) Page 1 oft STATE OF ) ) ss COUNTY OF ) The foregoing signature(s) was/were subscribed and sworn to before me this day of November,2004, by Jerry Adams. Witness my hand and official seal. My commission expires on: ,Notary Public STATE OF ) ) ss COUNTY OF ) The foregoing signature(s) was/were subscribed and sworn to before me this day of November,2004, by Shriley A. Grey. Witness my hand and official seal. My commission expires on: , Notary Public STATE OF C6 l d/"r la ) — / ) ss COUNTY OF (Or w -in ) i The foregoing signature(s) was/were subscribed and sworn to before me this day of November, 2004, by Jim Adams. 9 3. Witness my hand and official seal. My co • expires on: ��—o DAVID T. BARAN ti ` NOTARY PUBLIC P STATE OF COLORADO ti Del (j (3 J ,Notary Public MY COMMISSION EXPIRES 9/24/2007 Page 2 of 2 Addendum to City of Fort Lupton Land Use and Development Application (the"Lupton Lakes Application") Project Name: Lupton Lakes Annexations Dated: September 30,2004 Address/Location of Project: North of WCR 6, between Hwy 85 and WCR 27 Application For: Annexation; Agricultural Zoning; and Use by Special Review. Present Zoning: Agriculture(Weld County) Area in Acres: acres The undersigned respectfully petitions the City Council of the City of Fort Lupton, to annex the territory described and referred to in the Lupton Lakes Application to the City of Fort Lupton in accordance with and pursuant to the statutes of the State of Colorado; provided, however, that the Lupton Lakes Annexation Application is approved only if the applications for annexation, agricltural zoning, and Use by Special Review mining and water storage applications ARE CONCURRENTLY APPROVED by the City Council of the City of Fort Lupton. Dated: // ,2004 Dated: , 2004 Land Owner: Jerry Adams Land Owner: Shirley A. Grey )Ca Mailing Address: Mailing Address: 5-0 z6 hi:,a.Es L.v-.4./ -.77:4 a"9 ?SW" Dated: ,2004 Land Owner: Jim Adams Mailing Address: (Continued on next page.) Page 1 oft STATE OF COJJ,hAw« ) ) ss COUNTY OF S art C`aha ) The foregoing signature was/were subscribed and sworn to before me this \\' day of November, 2004,by Jerry Adams. Witness my hand and official seal. My commission expires on: etAl r a°°�F ,�. MAHENDRA 8.SHAH allr Q.��d�s. Y 1, Commission#1480568 , Notary Public Notary Public-California t .ZJ4 Monterey County Rhriri My Comm.Expires Apr 5,2008 STATE OF ) a ss COUNTY OF ) a The foregoing signature(s) was/were subscribed and sworn to before me this day of November, 2004, by Shriley A. Grey. a Witness my hand and official seal. My commission expires on: , Notary Public STATE OF ) ) ss COUNTY OF ) The foregoing signature(s) was/were subscribed and sworn to before me this day of November,2004, by Jim Adams. Witness my hand and official seal. My commission expires on: ,Notary Public Page 2 of 2 4\�4, to FORT 4 . P City of Fort Lupton c f .ry "1 130 S. McKinley Avenue, P.O. Box 148 ` Fort Lupton, Colorado 80621 cot O lloo 303.857.6694 303-857-0351(Fax) LUPTON LAKES ANNEXATIONS ANNEXATION AGREEMENT THIS AGREEMENT is made and entered into this day of September, 2004, by and between SW TKO JOINT VENTURE, LLC, hereinafter referred to as the "Owner", and the CITY OF FORT LUPTON, a municipal corporation of the State of Colorado, hereinafter referred to as "Fort Lupton" or"City". WITNESSETH: WHEREAS, Owner desires to annex to Fort Lupton the property more particularly described on Exhibit "A", which is attached hereto, incorporated herein, and made a part hereof (such property is hereinafter referred to as "the property"); and ^ WHEREAS, Owner has executed a petition to annex the property, a copy of which petition is attached hereto as Exhibit"B", and incorporated herein and made a part hereof; and WHEREAS, it is to the mutual benefit of the parties hereto to enter into the following agreement; and WHEREAS, Owner acknowledges that upon annexation, the property will be subject to all ordinances, resolutions, and other regulations of Fort Lupton, as they may be amended from time to time; and WHEREAS, the parties mutually agree that the annexation of the Property shall not create any additional cost or impose additional burden on the existing residents of the City to provide public facilities and services to the Property after annexation; and WHEREAS, Owner acknowledges that the need for conveyances and dedication of certain property, including but not limited to property for ways and easements to Fort Lupton as contemplated in this Agreement, are directly related to and generated by development intended to occur within the property and that no taking thereby will occur requiring any compensation. NOW, THEREFORE, IN CONSIDERATION OF THE ABOVE PREMISES AND THE CONVENANTS AS HEREINAFTER SET FORTH, IT IS AGREED BY AND BETWEEN THE PARTIES AS FOLLOWS: 1. Maps and Surveys. Owner agrees to execute, promptly upon request of Fort Lupton, any and all maps, surveys, engineering, annexation impact reports and public notice and - 1 - other documents necessary to finalize the annexation of the property and the other provisions of this Agreement. 2. Exclusivity. Owner agrees to not sign any other petition for annexation of the property or any petition for an annexation election relating to the property, except upon request of _ Fort Lupton. 3. Fees. Owner agrees to pay Fort Lupton an annexation fee in the amount of$ 4. Timeline. Fort Lupton shall act upon the annexation petition following a public hearing on , 2004 unless Owner consents to later action. 5. Zoning. Parties recognize that it is necessary by State Law, to zone the property within 90 days of annexation, and that the most appropriate use of the property is for Industrial purposes. Owner has submitted a request to zone the property A (Agriculture) and the City will act upon this request following a public hearing on January 13, 2004. The parties recognize that it is the intent and desire of Owner to develop the property in a manner consistent with the zoning requested and that the granting of such zoning by Fort Lupton is a condition to annexation of the property. Owner shall take all action necessary to permit zoning by Fort Lupton of the annexed property within the time prescribed by state statutes. 6. Rights-of-Way and Easements. Owner agrees to dedicate by General Warranty Deed or appropriate instrument of conveyance acceptable to the City easements and rights-of-way for streets and other public ways and for other public purposes, as required by City master plans, ordinances, and resolutions. 7. Compliance With Master Plans. Owner agrees that future development of the site will comply with any adopted infrastructure plans including but not limited to transportation, drainage, water, sewer, land use and comprehensive plans. 8. Compliance with Ordinances, Resolutions and Standards. Owner agrees that the design, improvement, construction, development, and use of the property shall be in conformance with, and that Owner shall comply with, all City ordinances and resolutions including, without limitation, ordinances and resolutions pertaining to subdivision, zoning, storm drainage, utilities, and flood control. 9. Limitations. Nothing contained in this Agreement shall constitute or be interpreted as a repeal of the City's ordinances or resolutions, or as a waiver of the City's legislative, governmental, or police powers to promote and protect the health, safety, and welfare of the City and its inhabitants; nor shall this Agreement prohibit the enactment or increase by the City of any tax or fee. 10. Disconnection. No right or remedy of disconnection of the property from the City shall accrue from this Agreement, other than that provided by applicable state laws. In the event the property or any portion thereof is disconnected at Owner's request, Fort Lupton 2 - shall have no obligation to serve the disconnected property or portion thereof and this Agreement shall be void and of no further force and effect as to such property or portion thereof 11. Severability. The parties agree that if any part, term, portion, or provision of this Agreement is held by a court of competent jurisdiction to be illegal or in conflict with any law of the State of Colorado, the validity of the remaining parts, terms, portions, or provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular part, term, portion, or provision held to be invalid. 12. Municipal Services. Fort Lupton agrees to make available to the property all of the usual municipal services in accordance with the ordinances and policies of the City, which services include, but are not limited to, police protection and water and sewer services. Owner acknowledges that City services do not include, as of the date of the execution of this Agreement, fire protection or emergency medical services, but the property is presently included within the boundaries of and is entitled to receive such services from the Fort Lupton Fire Protection District. Owner recognizes that water service cannot be provided at this time, until improvements are made to the water distribution system in accordance with the Fort Lupton Water and Wastewater Master Plan as amended from time to time. Owner agrees to participate, at the time of subdivision or development of the property, to construct needed water distribution system improvements. The Owner may choose to participate financially in the needed improvements over and above the proportionate impact of the development. The City shall facilitate reimbursement of any financial participation by the Owner, over and above the proportionate impact of the development. Such reimbursement shall come from new development directly connecting to the improvements. 13. Cooperation. The parties agree that they will cooperate with one another in accomplishing the terms, conditions, and provisions of the Agreement, and will execute such additional documents as necessary to effectuate the same. 14. Amendments. The City and any Owner without the consent of any other Owner may amend this agreement as long as such amendment affects only that Owner's portion of the property. Such amendments shall be in writing, shall be recorded with the County Clerk of Weld County, Colorado, shall be covenants running with the land, and shall be binding upon all persons or entities having an interest in the property subject to the amendment unless otherwise specified in the amendment. Except as otherwise provided herein, this Agreement shall not be amended unless approved in writing by all parties hereto. 15. Sole Agreement. This agreement embodies the entire agreement of the parties. There are no promises, terms, conditions, or obligations other than those contained herein; and this Agreement supersedes all previous communications, representations, or agreements, either verbal or written, between the parties. - 3 - 16. Liability. Owner agrees to indemnify and hold harmless the City and the City's officers, employees, agents, and contractors, from and against all liability, claims, and demands, including attorney's fees and court costs, which arise out of or are in any manner connected with the annexation of the property, or with any other annexation or other action determined necessary or desirable by the City in order to effectuate the annexation of the property, or which are in any manner connected with Fort Lupton's enforcement of this Agreement. Owner further agrees to investigate, handle, respond to, and to provide defense for and defend against or at the City's option to pay the attorney's fees for defense counsel of the City's choice for, any such liability, claims, or demands. 17. "Owner" Defined. As used in this Agreement, the term "Owner" shall include any of the heirs, transferees, successors, or assigns of Owner, and all such parties shall have the right to enforce this Agreement, and shall be subject to the terms of this Agreement, as if they were the original parties thereto. 18. External References. As used in this Agreement, unless otherwise specifically provided herein, any reference to any provision of any City ordinance, resolution, or policy, and the parties agree that such amendments or revisions shall be binding upon Owner. 19. Transferability. This Agreement shall be binding upon and inure to the benefit of the heirs, transferees, successors, and assigns hereof, and shall constitute covenants running with the land. 20. Recording. This Agreement shall be recorded with the County Clerk of Weld County, Colorado, at Owner's expense. 21. Enforcement. Subject to the conditions precedent herein, this Agreement may be enforced in any court of competent jurisdiction. 22. Termination. This Agreement shall be null and void if the City fails to approve the annexation of the property. 23. No Assurance of Annexation. The Owner acknowledges that the annexation and zoning of the property are subject to the legislative discretion of the Fort Lupton City Council. No assurances of annexation or zoning have been made or relied upon by Owner. In the event, that, in the exercise of its legislative discretion, any action with respect to the property herein contemplated is not taken, then the sole and exclusive remedy for the breach hereof accompanied by the exercise of such discretion shall be the withdrawal of the petition for annexation by the Owner, or disconnection from the City in accordance with state law, as may be appropriate. 24. Inclusion in NCWCD. The Owner consents to petition for inclusion into the Northern Colorado Water Conservancy District and the municipal sub-district pursuant to Section 97-45-136 (3.6) C.R.S. and to pay the appropriate inclusions fees and costs associated with such inclusion within six months of the date of annexation. Owner acknowledges - 4 - that, upon inclusion into the district and sub-district, Owner's property will be subject to the same mill levies and special assessments as are levied or will be levied on other similarly situated property in the district and sub-district at the time of inclusion of Owner's lands. Owner agrees to waive any right to an election which may exist to require an election pursuant to Article X, Section 20, of the Colorado Constitution before the district and sub-district can impose such mill levies and special assessments as it has the authority to impose. Owner also agrees to waive, upon inclusion, any right, which may exist to a refund pursuant to Article X, Section 20, of the Colorado Constitution. OWNER By: CITY OF FORT LUPTON By: S. David Norcross, Mayor ATTEST: By: Barbara Rodgers, City Clerk ACKNOWLEDGEMENT STATE OF COLORADO ) )ss COUNTY OF WELD ) The above and foregoing signatures were subscribed to sworn to before me this day of , 2004. Witness my hand and official seal. My commission expires on: Notary Public - 5 - EXHIBIT A Legal Description of Property Owned by Annexor(s) DESCRIPTION - ANNEXATION PARCEL NO 1 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF THE E %z OF THE SE '/ SECTIONS 7 AND A PORTION OF THE WEST 30.00 FEET OF THE WEST % OF THE SW i OF SECTION 8, T1N, R66W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: -. BEGINNING AT THE SOUTHEAST CORNER OF WETHINGTON ANNEXTION NO. 2; THENCE N00°46'00"E, ALONG THE EASTERLY LINE OF SAID WEATHINGTON ANNEXTION NO. 2, A DISTANCE OF 72.73 FEET TO THE NORTHEASTERLY CORNER OF SAID WEATHINGTON NO. 2; THENCE 589°14'00"E, A DISTANCE OF 60.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27; THENCE S00°46'00"W, FOLLOWING ALONG SAID EASTERLY RIGHT OF WAY LINE A DISTANCE OF 71.93 FEET TO A POINT; THENCE N90°00'00"W, A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING CONTAINING 4,340 SQUARE FEET OR 0.0996 ACRES OF LAND, MORE OR LESS. DESCRIPTION-ANNEXATION PARCEL NO. 2 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF THE EAST 1/2 OF SECTION 18 AND THE WEST 30.00 FEET OF THE WEST ''/2 OF SECTION 17, T1N, R66W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27, FROM WHICH THE EAST '/ CORNER OF SAID SECTION 7 BEARS N90°00'00"E A DISTANCE OF 30.00 FEET; THENCE N90°00'00"E, A DISTANCE OF 60.00 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD NO. 27; THENCE S11°29'58"W, A DISTANCE OF 148.94 FEET TO A POINT; THENCE N11°44'17"W, A DISTANCE OF 149.00 FEET TO THE POINT OF BEGINNING. CONTAINING 4379 SQUARE FEET OR 0.1005 ACRES OF LAND,MORE OR LESS. - 6 - DESCRIPTION-ANNEXATION PARCEL NO. 3 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF THE EAST 1/2 OF SECTION 18 AND A PORTION OF THE WEST 30.00 FEET OF THE WEST %2 OF SECTION 17, TIN, R66W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27, FROM WHICH THE EAST ''/4 CORNER OF SAID SECTION 7 BEARS N90°00'00"E A DISTANCE OF 30.00 FEET; THENCE S11°44'19"E, A DISTANCE OF 149.00 FEET TO A POINT; THENCE N11°29'58"E, A DISTANCE OF 148.94 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27; THENCE S02°12'19"W,A DISTANCE OF 739.08 FEET TO A POINT; THENCE N02°26'51"W, A DISTANCE OF 739.14 FEET TO THE POINT OF BEGINNING. CONTAINING 17,778 SQUARE FEET OR 0.4081 ACRES OF LAND,MORE OR LESS. DESCRIPTION-ANNEXATION PARCEL NO. 4 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF THE EAST % OF SECTION 18 AND A PORTION OF THE WEST 30.00 FEET OF THE WEST 'A OF SECTION 17, TIN, R66W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27, FROM WHICH THE EAST ''/4 CORNER OF SAID SECTION 7 BEARS N90°00'00"E A DISTANCE OF 30.00 FEET: THENCE S02°26'51"E, A DISTANCE OF 739.14 FEET TO A POINT; THENCE N02°12'19"E, A DISTANCE OF 739.08 TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAll) WELD COUNTY ROAD NO. 27; THENCE S00°07'16"E, ALONG SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 1738.47 FEET TO A POINT; THENCE S00°53'29"W, A DISTANCE OF 1953.14 FEET TO A POINT; a THENCE N00°52'08"W, A DISTANCE OF 1953.00 FEET, TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD NO. 27; THENCE N00°07'16"W, ALONG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 1738.53 FEET TO THE POINT OF BEGINNING. CONTAINING 140742 SQUARE FEET OR 3.2310 ACRES OF LAND, MORE OR LESS. a - 7 - DESCRIPTION-ANNEXATION PARCEL NO. 5 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF THE EAST %3 OF SECTION 18 AND A PORTION OF THE WEST 30.00 FEET OF THE WEST 1/2 OF SECTION 17 AND A PORTION OF THE EAST 30.00 FEET OF EAST '/2 OF SECTION 19 AND A PORTION OF THE WEST 30.00 FEET OF THE WEST 'A OF SECTION 20, TIN, R66W OF THE 6TH P.M. COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27, FROM WHICH THE EAST '''A CORNER OF SAID SECTION 7 BEARS N00°52'03"E A DISTANCE OF 1738.79 FEET; THENCE S00°52'08"E, A DISTANCE OF 1953.00 FEET TO A POINT; THENCE N00°53'29"E, A DISTANCE OF 1953.14 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27; THENCE THE FOLLOWING FIVE(5) COURSES ALONG SAID EASTERLY RIGHT OF WAY LINE: 1. S00°07'16"E, A DISTANCE OF 901.71 FEET TO A POINT; 2. S00°07'29"W, A DISTANCE OF 2643.68 FEET TO A POINT; 3. S00°07'04"W, A DISTANCE OF 1321.82 FEET TO A POINT; 4. S00°05'14"E,A DISTANCE OF 1320.06 FEET TO A POINT; 5. S00°01'52"W, A DISTANCE OF 1000.00 FEET TO A POINT; THENCE S00°40'17"W, DEPARTING SAID EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 2567.97 FEET TO A POINT; THENCE N00°40'02"W, A DISTANCE OF 2568.00 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD NO. 27; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE THE FOLLOWING FIVE (5) COURSES: 1. N00°01'52"E, A DISTANCE OF 1000.00 FEET TO A POINT; 2. N00°05'14"W, A DISTANCE OF 1320.10 FEET TO A POINT; 3. N00°07'04"E, A DISTANCE OF 1321.93 FEET TO A POINT; 4. N00°07'29"E, A DISTANCE OF 2643.55 FEET TO A POINT 5. N00°07'16"W, A DISTANCE OF 901.58 FEET TO A THE POINT OF BEGINNING. CONTAINING 449672 SQUARE FEET OR 10.3230 ACRES OF LAND, MORE OR LESS. DESCRIPTION-ANNEXATION PARCEL NO. 6 (COUNTY ROAD 27) A PORTION OF THE EAST 30.00 FEET OF EAST 'A OF SECTION 19 AND A PORTION OF THE WEST 30.00 OF THE WEST 'A OF SECTION 20, TIN, R66W OF THE 6TH P.M. - 8 - COUNTY OF WELD, STATE OF COLORADO MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF WELD COUNTY ROAD NO. 27, FROM WHICH THE NORTH EAST CORNER OF SAD SECTION 19 BEARS N01°44'59"E A DISTANCE OF 1000.28 FEET; THENCE S00°40'02"E, A DISTANCE OF 2568.00 FEET TO A POINT; THENCE N00°40'17"E, A DISTANCE OF 2567.97 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD NO. 27; ^ THENCE THE FOLLOWING TWO (2) COURSES ALONG SAID EASTERLY RIGHT OF WAY LINE: 1. S00°01'52"W, A DISTANCE OF 1649.93 FEET TO A POINT; 2. S00°03'00"E, A DISTANCE OF 1689.06 FEET TO A POINT; THENCE S89°57'00"W,A DISTANCE OF 60.00 FEET, TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SAID WELD COUNTY ROAD NO. 27; " THENCE THE FOLLOWING TWO (2) COURSES ALONG SAID WESTERLY RIGHT OF WAY LINE: 1. N00°03'00"W,A DISTANCE OF 1689.06 FEET TO A POINT; 2. N00°01'52"E, A DISTANCE OF 1649.93 FEET TO THE POINT OF BEGINNING CONTAINING 123305 SQUARE FEET OR 2.8307 ACRES OF LAND, MORE OR a LESS. DESCRIPTION-ANNEXATION PARCEL NO. 7 ^ A PORTION OF THEE 1/2 OF SECTIONS 18, 19 AND 30, TIN, R66W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF THE SE 1/4 SECTION 19, T1N, R66W OF THE 6TH P.M. FROM WHICH THE SE CORNER OF SAID SECTION 19 BEARS S89°53'18"E, A DISTANCE OF 335.00 FEET; THENCE THE FOLLOWING SIX (6) COURSES THROUGH SAD SE 1/4 OF SAID SECTION 19: 1. N00°03'00"W, A DISTANCE OF 260.00 FEET TO A POINT; 2. S89°53'18"E, A DISTANCE OF 126.00 FEET TO A POINT; 3. N00°03'00"W, A DISTANCE OF 400.10 FEET TO A POINT; 4. N89°53'18"W, A DISTANCE OF 204.00 FEET TO A POINT; 5. N00°03'00"W, A DISTANCE OF 300.00 FEET TO A POINT; 6. S89°53'18"E, A DISTANCE OF 383.00 FEET TO A POINT ON THE WESTERLY LINE OF WELD COUNTY ROAD NO. 27; - 9 THENCE THE FOLLOWING THREE (3) COURSES ALONG SAID WESTERLY LINE: 1. N00°03'00"W, A DISTANCE OF 1689.06 FEET TO A POINT; 2. N00°01'52"E, A DISTANCE OF 2649.59 FEET TO A POINT; 3. N00°05'14"W, A DISTANCE OF 1319.97 FEET TO A POINT ON THE SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 OF SECTION 18, TIN, R66W OF THE 6TH P.M.; THENCE 589°25'26"W, ALONG SAID SOUTH LINE, A DISTANCE OF 992.91 FEET TO A POINT; THENCE THE FOLLOWING FOUR (4) COURSES THROUGH THE N 1/2, OF THE SE 1/4 OF SAID SECTION 18: 1. N00°07'26"E, A DISTANCE OF 1293.31 FEET TO A POINT; 2. 589°29'45"W, A DISTANCE OF 295.69 FEET TO A POINT; 3. S89°29'48"W, A DISTANCE OF 691.39 FEET TO A POINT; 4. N00°07'26"E, A DISTANCE OF 30.00 FEET TO A POINT ON THE NORTH LINE OF SAID SE 1/4 OF SECTION 18; THENCE N89°29'48"E, ALONG SAID NORTH LINE, A DISTANCE OF 224.26 FEET TO A POINT; THENCE DEPARTING SAID NORTH LINE AND RUNNING THROUGH SAID EAST 1/2 OF SAID SECTION 18, THE FOLLOWING TWELVE (12) COURSES: 1. N00°30'02"E, A DISTANCE OF 1.40 FEET TO A POINT; 2. N66°47'32"W, A DISTANCE OF 61.24 FEET TO A POINT; 3. N00°07'13"E, A DISTANCE OF 77.13 FEET TO A POINT; 4. N14°55'10"E,A DISTANCE OF 131.13 FEET TO A POINT; 5. N24°40'25"E, A DISTANCE OF 13.69 FEET TO A POINT; 6. N81°07'58"W,A DISTANCE OF 147.97 FEET TO A POINT; 7. N08°19'56"W, A DISTANCE OF 220.55 FEET TO A POINT; 8. S82°28'31"E, A DISTANCE OF 125.43 FEET TO A POINT; 9. N24°46'19"E, A DISTANCE OF 256.44 FEET OT A POINT; 10. N19°35'13"W, A DISTANCE OF 340.08 FEET TO A POINT; 11. N40°28'23"W, A DISTANCE OF 435.28 FEET TO A POINT; 12. N62°48'53"W, A DISTANCE OF 283.55 FEET TO A POINT ON THE EASTERLY LINE OF US HIGHWAY 85; THENCE THE FOLLOWING FOUR (4) COURSES ALONG SAID EASTERLY LINE; 1. S04°03'31"W, A DISTANCE OF 1490.35 FEET TO A POINT; 2. S89°29'48"W, A DISTANCE OF 7.39 FEET TO A POINT; 3. S03°54'00"W, A DISTANCE OF 1242.40 FEET TO A POINT; 4. S13°35'00"W, A DISTANCE OF 89.20 FEET TO A POINT ON THE SOUTH LINE OF SAID NW 1/4, SE 1/4; THENCE N89°25'26"E, ALONG SAID SOUTH LINE, A DISTANCE OF 303.75 FEET TO A POINT; THENCE S00°10'41"W, A DISTANCE OF 1294.69 FEET TO A POINT; - 10 - - THENCE S89°18'33"W, ALONG A LINE 30 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID SECTION 18, A DISTANCE OF 199.42 FEET; THENCE S17°11'06"W, A DISTANCE OF 188.16 FEET TO A POINT; THENCE THE FOLLOWING TWO (2) COURSES THROUGH THE W 1/2 OF THE NE 1/4 SECTION 19, TIN, R66W OF THE 6TH P.M.; 1. S05°02'54"E, A DISTANCE OF 1168.90 FEET TO A POINT; 2. S04°43'38"E, A DISTANCE OF 1318.71 FEET TO A POINT ON THE SOUTH LINE OF SAID NE 1/4; THENCE N89°47'07"E, ALONG SAID SOUTH LINE, A DISTANCE OF 694.19 FEET TO A POINT; THENCE THE FOLLOWING EIGHT (8) COURSES THROUGH THE SE 1/4 OF SAID SECTION 19: 1. S00°04'54"E, A DISTANCE OF 1329.89 FEET TO A POINT; 2. N89°56'55"E, A DISTANCE OF 681.71 FEET TO A POINT; 3. S37°53'43"W, A DISTANCE OF 784.11 FEET TO A POINT; 4. S39°06'21"W, A DISTANCE OF 77.31 FEET TO A POINT; 5. S50°52'18"E, A DISTANCE OF 18.12 FEET TO A POINT; 6. 539°06'55"W, A DISTANCE OF 239.84 FEET OT A POINT; 7. S00°06'43"W, A DISTANCE OF 464.24 FEET TO A POINT; THENCE S89°53'18"E, A DISTANCE OF 1315.30 FEET TO A POINT; THENCE N00°03'00"W, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. CONTAINING 16029270 SQUARE FEET OR 367.9814 ACRES OF LAND,MORE OR LESS. - 11 - EXHIBIT B Water Rights Appurtenant to Property Water rights Number of Shares Certificate Number(s) NA NA NA - 12 - EXHIBIT C Signed Petition for Annexation (Attached) - 13 - APO of Colorado 610 East County Road 76 Wellington CO 80549-2011 ___mu _ 970-568-7369 Fax 970-568-9590 ' ` November 9, 2004 Debbie Flanders Civil Resources 451 Oak St 209 Frederick Co 80530 The attached list of affected property owners was prepared by our office for the Gurule Farm site, and the Weld Cty Rd 27 strip , Frederick Co. — 8 and 35 parcels , 300' APO area. To the best of our knowledge, this list is a current and accurate representation of the owners of record and their respective addresses as recorded for tax notices at the Weld County Assessor's Office in the state of Colorado on November 9 ,2004. The area of affected property owners was determined by our offices using the property map provided by your office. APO of Colorado expressly disclaims any responsibilities for errors, omissions or inaccuracies that may arise as a result of the reference plat provided by the Weld County Assessor's Office, their GIS maps or computer records. Respe Ily su ed, ale & Gloria Boresen Owners, APO of Colorado Thank you for using APO of Colorado! CIVIL RESOURCES DEBBIE FLANDERS ALFRED& -GURULE PRPOERTY CIVIL RESOURCES MINNIE GURULE APO OF COLORADO 451 AOK ST 209 12645 WELD CTY RD 81/2 -8 FREDERICK CO 80530 FORT LUPTON CO 80621 "'EDITH CHAVERS BEVERLEY DEPRIEST JERRY& 12367 WELD CTY RD 8 12638 WELD CTY RD 8 1/2 GEORGIA LANDRUS =ORT LUPTON CO 80621 FORT LUPTON CO 80621 12679 WELD CTY RD 8 1/2 FORT LUPTON CO 80621 "HELEN SASAKI TRUST VILLANO BROTHERS NORA VON STRUVE HEIRS OF H SASAKI EST PROPERTIES INC 3661 W 101ST AVE "1812 WELD CTY RD 27 13050 WELD CTY RD 10 WESTMINISTER CO 80031 ,,,,BRIGHTON CO 80601 FORT LUPTON CO 80621 "SHAWN WIANT TRUST 12651 WELD CTY RD 8 1/2 ORT LUPTON CO 80621 Weld County, Colorado Page 1 of 3 Weld County, Colorado l�uru CDGED + I I I I • 1,4 is http://maps.merrick.corn/servlet/corn.esri.esrimap.Esrimap?ServiceName=weldovr&Form... 11/9/2004 Page 1 of 1 Property Owners Within 300 ft. of Parcel# 147118000090 NAME MAILING ADDRESS PARCEL IDENTIFICATION # 12367 COUNTY RD 8 I CHAVERS EDITH JEAN 147118300091 FT LUPTON,CO 80621 12638 COUNTY ROAD 8 1/2 - 2 DEPRIEST BEVERLY 147118000086 FORT LUPTON,CO 80621 12679 WELD COUNTY RD 8 3 LANDRUS JERRY& GEORGIA 1/2 147118000064 FORT LUPTON,CO 80621 SASAKI HELEN T HEIRS OF (1/4 1812 WELD CO RD 27 147118000060 INT) & BRIGHTON,CO 80601 VILLANO BROTHERS 13050 WELD CO RD 10 J PROPERTIES INC 147118400096 FORT LUPTON,CO 80621 / 3661 W 101 STAVE 1D VON STRUVE NORA 147118000084 WESTMINSTER,CO 80031 12651 COUNTY RD 8 1/2 a -7 WIANT SHAWN E LIVING TRUST 147118000089 FORT LUPTON,CO 80601 .../setSgl.asp?cmd=buffer&PIN=147118000090&Part=147118000060,147118000084,14711:11/18/2004 Weld County, Colorado Page 1 of 2 Weld County, Colorado CD CD al w OG CI 0 a -- 3Fi , 4l• . w1I �— L 1 ' I j ! _ _ �. 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FORT LUPTON CO 80621 BRUCE ALLEN& DALE&JUDITH PRALLE ERIC ESBENSON ThDITH ANN MURRAY 4212 WELD CTY RD 27 4182 WELD CTY RD 27 A252 WELD CTY RD 27 FORT LUPTON CO 80621 FORT LUPTON CO 80621 3RT LUPTON CO 80621 DONALD K& CATHERINE MAJOR W LEE&DEBORAH KEEN -JACQUELYN ANN SMITH 4102 WELD CTY RD 27 4062 WELD CTY RD 27 4142 WELD CTY RD 27 FORT LUPTON CO 80621 FORT LUPTON CO 80621 -FORT LUPTON CO 80621 --ROSE MARY RICHMEIER -13041 WELD CTY RD 10 FORT LUPTON CO 80621 CIVIL RESOURCES DEBBIE FLANDERS FRANK YOKOOJI -•WELD COUNTY LOTS x 6 CIVIL RESOURCES 12673 CTY RD 6 APO OF COLORADO 451 OAK STREET STE 209 BRIGHTON CO 80603 47 FREDERICK CO 80530 -STEPHEN BRANCUCCI CAMAS COLORADO INC CARR FAMILY LLC _3571 W 111 DR UNIT B 1707 COLE BLVD 100 12672 CTY RD 6 1/4 WESTMINISTER CO 80031 GOLDEN CO 80401 FORT LUPTON CO 80621 DJR WELL SERVICE INC ANSELMO HEREDIA HUNT BROTHERS PROPERTIES 12563 CTY RD 6 2041 HWY 85 7321 E 88TH AVE BRIGHTON CO 80603 FORT LUPTON CO 80621 HENDERSON CO 80640 -DONALD& SCHOOL DISTRICT RE-8 RUTH SOUTHWICK SUZANNE RITTENHOUSE FORT LUPTON CO 80621 1853 RT 66 "'205 W PATIT RD ESTES PARK CO 80517 _DAYTON WA 99328 ^MARGARET SPAIN ALFRED WATADA WATADA FARMS 2021 WELD CTY RD 27 1426 41ST AVE CT 1426 41ST AVE CT -F ORT LUPTON CO 80621 GREELEY CO 80634 GREELEY CO 80634 ^WEBSTAR LLC WEBSTAR LLC JAMES&GERALD ADAMS PO BOX 11062 C/O JAE WEBSTER CIO SHIRLEY GRAY -MOULDER CO 80301 PO BOX 11062 PO BOX 164 BOULDER CO 80301 GOODLAND KS 67735 MARTIN MARIETTA EDITH CHAVERS JOHN DAVIS MATERIALS DIV INC 12367 CTY RD 8 12486 WELD CTY RD 8 ?710 WYCLIFF RD FORT LUPTON CO 80621 FORT LUPTON CO 80621 _RALEIGH NC 27607 "GAVE FINLEY WILLIAM OCKER VILLANO BROS PROPERTIES 12750 CTY RD 4 9885 E 158TH PL 13050 WELD CTY RD 10 "BRIGHTON CO 80603 BRIGHTON CO 80603 FORT LUPTON CO 80621 -JOYCE GREENFIELD DEVIN LENZ WILLIAM MEADOWS 1415 VARDON WAY 3302 WELD CTY RD 27 3282 WELD CTY RD 27 `ORT COLLINS CO 80525 FORT LUPTON CO 80621 FORT LUPTON CO 80621 -TIMOTHY& ROBERT& MICHAEL BRADLEY JERI REISBECK DEAN VILLANO 9S MAIN ST "9281 WELD CTY RD 27 13050 WELD CTY RD 10 BRIGHTON CO 80603 FORT LUPTON CO 80621 FORT LUPTON CO 80621 ANDREW CHAVERS PATRICIA CLARK BEVERLY DEPRIEST 2367 WELD CTY RD 8 740 S MCKINLEY AVE 12638 WELD CTY RD 8 1/2 .-FORT LUPTON CO 80621 FORT LUPTON CO 80621 FORT LUPTON CO 80621 RAMON GALLEGOS ALFRED& HALIBURTON CO -^3429 CTY RD 27 MINNIE GURULE PROPERTY DEPT FORT LUPTON CO 80621 12645 WELD CTY RD 8 1/2 PO DRAWER 1431 FORT LUPTON CO 80621 DUNCAN OK 73536 '"JERRY& GREGORY NEELY PUBLIC SERVICE CO ,,, GEORGIA LANDRUS 12838 WELD CTY RD 8 1/2 500 PRUDENTIAL PLAZA 12679 WELD CTY RD 8 1/2 FORT LUPTON CO 80621 1050 17TH STREET - FORT LUPTON CO 80621 DENVER CO 80265 "SAKATA LAND CO HELEN SASAKI & HEIRS IDA SASAKI aPOBOX 508 1812 WELD CTY RD 27 1812 WELD CTY RD 27 BRIGHTON CO 80603 BRIGHTON CO 80603 BRIGHTON CO 80603 "MARTIN SHAFFER SHAWN WIANT TRUST KEN& LINDA OGILVIE 12749 WELD CTY RD 8 1/2 12651 CTY RD 8 1/2 4620 US HWY 85 �GREELEY CO 80631 FORT LUPTON CO 80621 FORT LUPTON CO 80621 ^JOHN& NORA VAN STRUVE MANUEL& GWENDOLYN NOLAND 3661 W 101 STAVE ANITA BALDERAS "'11314 QUIVAS WAY WESTMINISTER CO 80031 2732 CTY RD 27 _WESTMINISTER CO 80031 FORT LUPTON CO 80621 "'JOHN DAVIS 12486 WELD CTY RD 8 'FORT LUPTON CO 80621 a a a - a rage i or Z. — Weld County,Colorado T.. 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HUNT BROTHERS PROPERTIES INC 147120000022 HENDERSON,CO 80640 2710 WYCLIFF RD a_ MARTIN MARIETTA MATERIALS INC 147120000033 RALEIGH,NC 27607-3033 205 W PATIT RD RPITENHHOUSE DONALD L&SUZANNE 147119000009 DAYTON,WA 99328-8724 1853 ROUTE 66 4- SOUTHWICK RUTH ANNA 147120000021 ESTES PARK,CO 80517 1426 41 AVE CT 1 WATADA ALFRED 1/2 INT& 147119000012 GREELEY,CO 80634 12673 COUNTY RD 6 ,YOKOOJI FRANK& 147119000082 BRIGHTON,CO 80603-9339 • — http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147119000080&Paz... 08/05/2004 • — Weld CountyLColorado r _ rx r, .. , s rte"' �`Yi 85 2''".ci t b. D,,R ,r; r.ter ;- ?q�y t ry yq 52 71 y d}..i, 34 588 g r w .,'" LE I. krb, S�e i ' _- b C _ z tr,i' ? ?- ..• ink `_. r 1 - rr 'i F g. t dF r rte+ `„.> 1 - i — ,_,,,_,...-1,-:,..„k 2*f ° fJr— TTY 4. r -_<.-0°,'LL. r 1 — Ill.—Led. 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WEBSTAR LLC P O BOX 11062 147119000079 BOULDER,CO 80301 (04-00) e http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147119000082&Par... 08/05/2004 ^ ft CaU a..VuALLJ, �.VVa LLUv 1 41.,5‘... t V1 L Weld County, Colorado , r . 1.;$ S J 4 + P T • t. ; • # Ira 1�' i , • . ES � 44-. N 1 fre=a . s l : r ..,� _ '1 � r � Naomi • • ,WeNCouety,Cenrads ^""' ',QI a1 QOOf[Tl L ... http://maps.merrick.com/servlet/com.esri.esrimap.Esrimap?ServiceName=wrldovr&For_.. 08/04/2004 .r. i agc 1 tul 1 - .. Property Owners Within 300 ft. of Parcel# 147118000089 — W•Cica NAME I MAILING ADDRESS I PARCEL IDENTIFICATION# 12367 COUNTY RD 8 3^ CHAVERS EDITH JEAN 147118300091 FT LUPTON,CO 80621 12638 COUNTY ROADS 1/2 l- DEPRIEST BEVERLY / 147118000086 FORT LUPTON,CO 80621 12645 WELD CO RD 8 1/2 I- GURULE ALFRED S&MINNIE A 147118000090 FT LUPTON,CO 80621 12679 WELD COUNTY RD 8 1/2 LANDRUS JERRY&GEORGIA 147118000064 FORT LUPTON,CO 80621 4620 US HWY 85 OGILVIE KEN&LINDA JEAN 147118000066 FT LUPTON,CO 80621 1812 WELD CO RD 27 .4 SASAKI HELEN T HEIRS OF(1/4 INT)& 147118000060 BRIGHTON,CO 80601 13050 WELD CO RD 10 VILLANO BROTHERS PROPERTIES INC 147118400096 FORT LUPTON,CO 80621 3661 W 101 ST AVE 7(.�/,� VON STRUVE NORA 147118000084 �l WESTMINSTER,CO 80031 ,,., , r�l all http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147118000089&Paz... 08/04/2004 rage i ur z Weld County, Colorado Avar t'in4i ( 'r• y f 41S t E�N is at, a art ��`, iR‘m3 ils"at _+ e .,. .. l i l I11 a why ^+• �` q :�i ,. .-. •." k.F j > _ - - St I 4 •t e • -4 http://maps.merrick.com/servlet/com.esri.esrimap.Esrimap?ServiceName=weldovr&For... 08/05/2004 rugc vt��O,nn Property Owners Within 300 ft. of Parcel# 147118400096 NAME I MAILING ADDRESS I PARCEL IDENTIFICATION# C/O SHIRLEY GRAY ADAMS JAMES L&GERALD A& PO BOX 164 147119000034 GOODLAND,KS 67735 12367 COUNTY RD 8 (p"CHAVERS EDITH JEAN r 147118300091 FT LUPTON,CO 80621 12367 COUNTY RD 8 '` ,.,/CHAVERS EDITH JEAN 147118000037 FT LUPTON,CO 80621 740 S MCKINLEY AVE 3,.CLARK PATRICIA A 147120000030 FT LUPTON,CO 80621 12638 COUNTY ROAD 8 1/2 � - bEPRIEST BEVERLY 147118000086 FORT LUPTON,CO 80621 _. .� $„FINLEY DAVE& 12750 COUNTY RD 4 147118000036 BRIGHTON,CO 80603 3429 COUNTY RD 27 5 GALLEGOS RAMON 147118000093 FORT LUPTON,CO 80621 12645 WELD CO RD 8 1/2 B- GURULE ALFRED S&MINNIE A 147118000090 FT LUPTON,CO 80621 ATIN:PROPERTY TAX DEPT 4.-HALLIBURTON CO P O DRAWER 1431 147120000031 DUNCAN,OK 73536-0222 12679 WELD COUNTY RD 8 1/2 j cp ANDRUS JERRY&GEORGIA 147118000064 FORT LUPTON,CO 80621 12838 WCR8 1/2 r a-NEELY GREGORY P 147118000077 FT LUPTON,CO 80621 * 500 PRUDENTIAL PLAZA- 1050 17 ST ( PUBLIC SERVICE CO OF COLO 147117000083 DENVER,CO 802650501 3281 WELD CO RD 27 9. REISBECK TIMOTHY D&JERI E 147118000094 FORT LUPTON,CO 80621 Q PO BOX 508 _l -SAKATA LAND CO 147118000076 BRIGHTON,CO 80601 1812 WELD CO RD 27 j - SASAKI HELEN T HEIRS OF(1/4 INT)& 147118000060 BRIGHTON,CO 80601 1812 WELD CORD27 f-SASAKI IDA A-1/2 INT& 147119000035 BRIGHTON,CO 80601 12749 COUNTY RD 8 1/2 CIR RG-SHAFFER MARTIN L& 147118000059 GREELEY,CO 80631 13050 WELD CO RD 10 " 5 VILLANO BROTHERS PROPERTIES INC 147118400095 FORT LUPTON,CO 80621 13050 WCR 10 http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147118400096&Paz... 08/05/2004 rvciu wu.fy, ..u.u.u.,u ... Weld County, Colorado T yy 6 w F; at ale- - Pnbetelt ;:j .. • _ _ • . �. 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MARTIN MARIETTA MATERIALS INC 147120000033 RALEIGH,NC 27607-3033 11314 QUIVAS WAY 45r NOLAND JOHN C&GWENDOLYN S 147119000011 WESTMINSTER,CO 80234 500 PRUDENTIAL PLAZA- 1050 17 ST .2r_ PUBLIC SERVICE CO OF COLO 147117000083 DENVER,CO 802650501 205 N PATIT RD �( ( - RI I FENHOUSE DONALD L&SUZANNE 147119000006 DAYTON,WA 99328-8724 205 N PATIT RD _16_ RITTENHOUSE DONALD L&SUZANNE 147119000007 DAYTON,WA 99328-8724 1812 WELD CORD27 -' SASAKI IDA A-1/2 INT& 147119000035 BRIGHTON,CO 80601 13050 WELD CO RD 10 �� VILLANO BROTHERS PROPERTIES INC 147118400096 FORT LUPTON,CO 80621 13050 WCR 10 04_VILLANO ROBERT P&DEAN 147117000082 FT LUPTON,CO 80621 1426 41 AVE CT ��- WATADA ALFRED 1/2 INT& 147119000012 GREELEY,CO 80634 1426 41ST AVE CT WATADA FARMS INC 147119000080 GREELEY,CO 80634 /1d‘ GwK� — http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147119000034&Par... 08/05/2004 Property Owners Within 300 ft. of Parcel# 147119000035 NAME I MAILING ADDRESS I PARCEL IDENTIFICATION# C/O SHIRLEY GRAY a.. ADAMS JAMES L&GERALD A& PO BOX 164 147119000034 GOODLAND,KS 67735 12367 COUNTY RD 8 ^ 5..CHAVERS EDITH JEAN 147118000037 FT LUPTON,CO 80621 12486 WELD CO RD#8 3- DAVIS JOHN 147119000005 FT LUPTON,CO 80621 12750 COUNTY RD 4 - (s?_- FINLEY DAVE& 147118000036 BRIGHTON,CO 80603 9885 E 158 PL - 4 OCICER WM AKA WILLIAM(LE)& 147119000004 BRIGHTON,CO 80602 13050 WELD CORD 10 VILLANO BROTHERS PROPERTIES INC 147118400096 FORT LUPTON,CO 80621 Ocx Sa1c Acic„r..s http://maps.merrick.com/website/weld/setSgl.asp?cmd=buffer&PIN=147119000035&Paz... 08/05/2004 Nov. 19 . 2004 I : 10PM No.8739 P. 2/4 AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: Sec Exhibit A attached hereto. Property Legal Parcel Number: 147118000090 STATE OF COLORADO ) )ss. CITY AND COUNTY OF DENVER ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge,the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lawlis&Bruce,LLC By: , J Robert J. Bru Attorney for SW TKO Joint Venture,LW The foregoing instrument was subscribed arts sworn to me this ,g day of November,2004. Witness hond and official setll� My commission expires: . ii dz �g �O............. TAypic e k4OTARy p :N �j. (JULG.Q� � �s%, •oP;C9>tc "ate b '•' Nov. 19 . 2004 I : 10PM No•8139 P. 4/4 EXHIBIT A LOT A OF RECORDED EXEMPTION NO. 1471-18-2-RE623,ACCORDING TO THE MAP RECORDED JULY 18, 1983 UNDER RECEPTION NO. 1933836 IN BOOK 1002,BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 18,TOWNSHIP I NORTH, RANGE 66 WEST OF THE SIXTH PRINCIPAL MERIDIAN, WELD COUNTY, COLORADO. Nov. 19. 2004 1 : 10PM No .8739 P . 3/4 NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP Alfred S. Gurule 12645 Weld CO Rd 8 1/2 Fort Lupton, CO 80621 Minnie A. Gurule 12645 Weld CO Rd 8 1/2 Fort Lupton, CO 80621 AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: See Exhibit A attached hereto. Property Legal Parcel Number: 147119000082 STATE OF COLORADO ) ) ss. — CITY AND COUNTY OF DENVER THE UNDERSIGNED,being first duly sworn, states that to the best of his or her knowledge, the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindsey& Bruce, P.C. By: Robert J. Bru e Attorney for SW O Joint Venture, LLC The foregoing instrument was subscribed ans sworn to me this l'day of October, 2004. Witness my hand and official seal. My conunissior ex i es• December 22, 2004 �� .... . %,,ap1151 • • l,Iil PPS { r�� ; N Public M ' NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING_ADDRESS CITY/STATE/ZIP Frank Yokooji 12673 County Rd. #6 Brighton, CO 80603-9339 Mary Yokooji 12673 County Rd.#6 Brighton, CO 80603-9339 Thomas T. Yokooji 1202 S. Montgomery Ct. Superior, CO 80027 RME Petroleum Company c/o Anadarko Petroleum The Woodlands, TX 77387- Corporation,PO Box 9144 9147 RME Land Corporation c/o Anadarko Petroleum The Woodlands, TX 77387- Corporation, PO Box 9144 9147 . Amoco Production Company 4101 Winfield Rd. Warrenville,IL 60555 r EXHIBIT A Parcel A: ! ,.. The South one-half of the Southeast one-quarter of Section 19,Township 1 North,Range 66 West of the 6th Principal Meridian,County of Weld,State of Colorado,which includes right-of-way described as follows: That part of Southwest one-quarter of Southeast one-quarter said Section 19;Beginning at a point 247 feet East of the Southwest corner of the Southwest one-quarter of the Southeast one-quarter of said Section 19;Thence North to a point on the — North line of said Southwest one-quarter of the Southeast one-quarter;Thence East 25 feet to a point;Thence South to a point on the South line of said Southwest one-quarter of the Southeast one-quarter;Thence West 25 feet to the place of Beginning. Except the following described land beginning at a point 910.1 feet North of the Southeast corner of Section 19,Township 1 North,Range 66 West of the 6th Principal Meridian; Thence North 50 feet; Thence West 413 feet; Thence South 300 feet; Thence East 50 feet;Thence North 250 feet; Thence East 363 feet to point of beginning. Also Excepting a part of the Southeast one-quarter of Section 19,Township 1 North,Range 66 West of the 6th Principal Meridian, County of Weld,State of Colorado,described as follows: Beginning at the Southeast corner of said Section 19;Thence South 90 deg.00 min. 00 sec. West along.the South line of the Southeast one-quarter of said Section 19 a distance of 2025.50 feet;Thence North 39 deg. 01 min. 00 sec.East a distance of 596.12 feet to the true point of beginning;Thence South 00 deg.00 min. 00 sec.West a distance of 28.92 feet to the centerline of an existing ditch; Thence North 39 deg.00 min. 12 sec. East along said centerline a distance of 239.84 feet; Thence North 50 deg.59 min.00 sec.West a distance of 18.12 feet;Thence South 39 deg.01 min. 00 sec. West a distance of 217.37 feet to the point of beginning. And Also Excepting from the above described lands,those certain parcels of land as described in Deeds recorded in the Weld County records as follows: Book 162 at Page 106; Book 269 at Page 206; Book 365 at Page 311 and re-recorded in Book 512 at Page 506; Book 388 at Page 30; - Book 622 at Page 201; Book 827 at Page 144; ^ Book 982 at Page 263; Book 1404 at Page 265; Book 1404 at Page 267; — Book 1404 at Page 267; Book 1544 at Page 557; - - Book 1548-at Page 371; Book 1589 at Page 3; Book 516 at Reception No. 1437553;and Book 1202 at Reception No. 02148326. ~All in the County of Weld, State of Colorado. - - YOKOOJI PROPERTY(CONTENDED) Parcel B: A part of the Southeast 1/4 of Section 19,Township 1 North,Range 66 West of the 6th P.M., County of Weld,State of Colorado,described as follows: ... Beginning at the Southeast corner of said Section 19; Thence South 90 deg.00 min.00 sec.West along the South line of the— Southeast 1/4 of said Section 19 a distance of 2025.50 feet; Thence North 39 deg.01 min.00 sec. East a distance of 596.12 feet; Thence South 00 deg.00 min. 00 sec.West a distance of 28.92 feet to the centerline of an existing ditch and the true point of beginning; -^ Thence North 39 deg.00 min.12 sec.East along the said centerline of ditch adistance of 239.84 feet;Thence South 50 deg. 59 min.00 sec.East a distance of 6.21 feet to an existing fence;Thence South 39 deg.01 min.00 sec.West along said fence a distance of 245.73 feet;Thence North 00 deg. 00 min. 00 sec.East a distance of 7.58 feet to the true point of beginning, County of Weld, r. State of Colorado. _.r • AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: See Exhibit A attached hereto. Property Legal Parcel Number: 147118000089 •" STATE OF COLORADO ) ss. CITY AND COUNTY OF DENVER THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge,the attached list is a true and accurate list of the names and addresses of all mineral a owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindsey&Bruce, P.C. By:� . Robert J. Bru Attorney for SW O Joint Venture, LLC The foregoing instrument was subscribed ans sworn to me this 1st day of October, 2004. Witness my hand and official seal. My commission expires: December 22, 2004 #lLJ/p B C of Public \ o, a -NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP Shawn E. Wiant Living Trust 12651 County Rd. 8.5 Ft. Lupton, CO 80621 TS Pace 318 Patterson Building Denver, CO 80202 • • a a -- _EXHIBIT A Lot B of recorded Exemption No. 1471-18-2-RE623, according to the map recorded July 18, 1983 under Reception No. 1933836 m Book 1002,being a portion of the Northeast 1/4 of Section 18,Township 1 North, Range 66 West of the 6th P.M., County of Weld, State of Colorado - s AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE — - Property legal description: See Exhibit A attached hereto Property Legal Parcel Number: 147119000080 STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) THE UNDERSIGNED,being first duly sworn, states that to the best of his or her knowledge, the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindse &Bruce, P.C. By �� e Robert J. Bruce Attorney for SW TK Joint Venture, LLC — The foregoing instrument was subscribed ans sworn to me this 1"day of October, 2004. Witness my hand and official seal. My commis ' e`pires: December 22,2004 ® \t7 p.QfP. 1111 ' 1R Not Public NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP Albert Watada 2292 WCR 27 Ft.Lupton, CO 80621 Alfred Watada 2292 WCR 27 Ft. Lupton, CO 80621 — Margaret Watada 2292 WCR 27 Ft. Lupton, CO 80621 Anthony Gherardini (address unknown) KN Front Range Gathering 72055 W. 2"a Place Lakewood, CO 80221 Company • • • • • ... EXHIBIT A The NE 1/4 of the SE 1/4 of Section 19, Township l North, Range 66 West of the 6th P.M., County of Weld, .. — State of Colorado • • • • r., • w.. • • r .. i .r► r AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: See Exhibit A attached hereto. Property Legal Parcel Number: 147118400092 STATE OF COLORADO ) - ) ss. CITY AND COUNTY OF DENVER ) THE UNDERSIGNED,being first duly sworn, states that to the best of his or her knowledge, the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindsey&Bruce,P.C. By: Robert J. Bruce Attorney for SW T O Joint Venture, LLC The foregoing instrument was subscribed ans sworn to me this 1St day of October, 2004. Witness my hand and official seal: - My commission expires: December 22,2004 .. ...............A..11.6)• • ary Public NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP Villano Brothers . 13050 Weld Co. Rd. 10 Ft. Lupton,CO 80621 Properties,Inc. Amoco Production.Company 4101 Winfield Rd. Warrenville, IL 60555 • • • f r• • EXHIBIT A M VILLANO PROPERTY Parcel 1: • The SI/2 of the SE1/4 of Section 18, Township 1 North, Range 66 West of the 6th P.M., EXCEPTING THEREFROM a parcel of land conveyed to Frank Hoff by deed recorded January 21, 1881 in Book 31 at Page 78, - described as follows: Commencing at the Southwest corner post of the SW1/4 of the SE1/4 of said Section 18,and running North 90 rods to the - Northwest corner post of the SW1/4 of the SE1/4 of said Section; thence running East 20 rods; thence running South 80 rods; thence running west 20 rods to the Place of Beginning, • County of Weld, -Sate of Colorado PARCEL 2: — That part of the NV2 of the SE1/4 of Section 18,Township I North, Range 69 West of the 6th P.M:, More particularly described as follows,to-wit: The West 30 acres of the following described parcel: Beginning at the Northeast corner of said SE1/4 of Section 18; - thence West along the North line of said SE1/4 120 rods and 30 feet to a point; thence at right angles South 80 rods to the South line of the NI/2 of said SE1/4; - thence East along the South line of the NI/2 of said SE1/4120 rods and 30 feet to the Southeast corner of the N1/2 of said SE1/4; thence North 80 rods to the Place of Beginning, EXCEPT the North and East 30 fact of subject property as reserved by George Curtis and Bessie Curtis in the Deed recorded May 23, 1912 in Book 357 at Page 581, ,_ County of Weld, State of Colorado PARCEL 3: "' The NW1/4 of the SE1/4 of Section 18,Township 1 North, Range 66 West of the 6th P.M., EXCEPTING THEREFROM any portion of the NWI/4 of the SEI/4 of said section lying within a parcel of land conveyed to George Curtis and Bessie.Curtis by deed recorded February 28, 1910 In Book 325 at Page 76,described as follows: • EXHIBIT A VILLANO PROPERTY(CONTINUED) Beginning at the Northeast corner of said SE1/4 of Section 18; M thence West along the North line of said SEt/4120 rods and 30 feet to a point; thence at right angles South 80 rods to the South line of the N1/2 of said SE1/4; -- thence East along the South line of the N1/2 of said SE1/4 120 rods and 30 feet to the Southeast corner of the N1/2 of said SEI/4; thence North 80 rods to the Place of Beginning, — ALSO EXCEPTING from parcels 2 and 3 a parcel of land conveyed to the State Highway Commission of Colorado by deed _, recorded October 7, 1954 Book 1401 at page 296,described as follows: — Beginning at a point on the South line of the Nt/2 of the S1/2 of Section 18,Township 1 North, Range 66 West,from which the _ Southeast corner of section is bears South 64 degrees 27 minutes East a distance of 3065.9 feet; 1. thence along the South line of the N1/2 of the SI/2 of Section 18, North 89 degrees 14 minutes East, a distance of 165.5 feet; - 2. thence North 13 degrees 35 minutes East a distance of 89.2 feet; 3. thence North 3 degrees 54 minutes East a distance of 1247.3 feet to the North line of the SI/2 of Section 18; — 4. thence along the North line of the SI/2 of Section 18,South 89 degrees 25 minutes West,a distance of 180.6 feet; — 5. thence South 3 degrees 54 minutes West a distance of 1334.5 feet,more or less,to the Point of Beginning, - County of Weld, — State of Colorado AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: See Exhibit A attached hereto. Property Legal Parcel Number: 147119000035 STATE OF COLORADO - ) — )ss. CITY AND COUNTY OF DENVER ) THE UNDERSIGNED,being first duly sworn, states that to the best of his or her knowledge, the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindsey&Bruce,P.C.• By: Robert J. nice Attorney for SW TKO Joint Venture, LLC The foregoing instrument was subscribed ans sworn to me this l5t day of October, 2004. Witness my hand and official seal. My commission expires: December 22, 2004 . .. • 12)k. e7 No ary Public Of zt, Oki": 4; NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS �- NAME MAILING ADDRESS CITY/STATE/ZIP Ida A. Sasaki 1821 Weld County Rd. 27 Brighton, CO 80603 Sasaki Family Holdings, LLC 1821 Weld County Rd. 27 Brighton, CO 80603 _EXHIBIT A The NW 1/4 of the NE 1/4 of Section 19,Township 1 North 66 West of the 6th P.M.,County of Weld,State of Colorado, Except parcels of land conveyed by deed recorded October 7,1954 in Book 1401 at Page 308 Weld County Records. _ AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Property legal description: See Exhibit A attached hereto: Property Legal Parcel Number: 147119000034 • STATE OF COLORADO ) ) ss. CITY AND COUNTY OF DENVER ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge,the attached list is a true and accurate list of the names and addresses of all mineral owners and lessees of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the real property records in the Weld County Clerk and Recorder's Office. Lindsey&Bruce, P.C. By ,141 V l Robert J. Bruc Attorney for SW O Joint Venture, LLC The foregoing instrument was subscribed ans sworn to me this 1" day of October, 2004. Witness my hand and official seal. My co ission expires: December 22, 2004 ✓�\ .1V SaykillA Public ......... NAMES OF MINERAL OWNERS AND LESSEES OF MINERAL OWNERS NAME MAILING ADDRESS CITY/STATE/ZIP Wayne A. Adams 13770 WCR 10 Fort Lupton, CO 80621 • Gerald A. Adams 5026 Howes Lane San Jose, CA 85118 James L. Adams 19668 WCR 74 Eaton, CO 80615 Shirley A. Gray PO Box 164 Goodland, KS 67735 -� Kerr-McGee, 1999 Broadway, Suite 3600 Denver, CO 80202 Rocky Mountain Corp. • ti • • .EXHIBIT A • • -coke South 1/2 of the Northeast 1/4 and the Northeast 1/4 of the Northeast 1/4 of Section 19, Townahip 1 North, Range 55 West of the 6th P.M., County of Weld, Plate of Colorado. (for informational purposes only) .2631 Highway 8.5 • • • • • • • • • • CITY OF FORT LUPTON SPECIAL USE PERMIT NARRATIVE SW TKO is proposing to mine the 385-acre Lupton Lakes property to create lined water storage reservoirs. The project is located west of Weld County Road 27 and north of Weld County 6 and includes the Wiant, — Gurule, Villano,Adams, Sasaki, Watada and Yookoji properties. It is anticipated that approximately 20-25 acres would be mined per year. Reclamation activities will be conducted in the north as mining progresses south, to minimize the disturbance on the site and impact to the neighborhood. The portions of the property that are not mined will continue to be farmed until it is no longer economically feasible. Noise Mine development(i.e. construction of settling ponds, access roads, ready-mix plant, asphalt plant and removal of overburden) is subject to CRS 25-12-103 (5). This statute states that construction noise is subject to industrial zone limitations-80 dB during the day and 75 dB night. However, we do not anticipate any construction activity occurring after dark. The following must be less than 55 dB at the property line: • Ready Mix Plant • Asphalt Plant • Conveyor system • Processing equipment • Product mining Back up beepers are required by federal law on all moving equipment when the operator's visual coverage is restricted. Many backup beepers are mounted so that the sound travels across the site. The operator can adjust the orientation of the beepers so that they conform to federal regulations but have less noise emission into surrounding area. Beepers will be mounted so they point downward, toward those who need warning. Dust Most of the visible dust that may be seen at a typical aggregate operation is generated from fugitive dust from haul roads,stockpiles and the processing area. The operator will obtain Air Pollution Emission Notices (APENs) from the Colorado Department of Public Health and Environment, Air Quality Control Division for the mining operation and will comply with all permit requirements. The operator will also implement a dust abatement plan to limit fugitive dust. This plan includes mining the site in phases to limit disturbed areas, conveying the material (rather than utilizing haul trucks throughout the site), reclaiming the site in a timely manner, watering haul roads, stockpiles and processing equipment as necessary, vegetating stockpiles that are undisturbed for over a year and limiting truck speeds to 15 miles per hour on the site. In addition, the material that will be mined and processed will be moist, which will also help to limit fugitive dust. Landscape/Visual Impacts The applicant has developed a landscape plan to help mitigate the visual impact of the mining operation. The design intent for the proposed landscaping on the Lupton Lakes Annexation is three-fold: to provide adequate screening of the proposed mining activities from WCR 27, WCR 6, Highway 85, and the adjacent residences; to increase wildlife habitat near the future reservoirs; and to provide shade and seasonal interest next to the trails proposed on the site. The design incorporates native trees, shrubs and prairie SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 1 grasses in informal clusters to help enhance the rural character of the area. A variety of vegetation types have been used including, evergreen and deciduous trees, large and small shrubs, and native grasses that will create a multi-layered buffer to help screen the mining operations. The majority of the plants will be installed at the beginning of the mining operation. Two berms will also be installed at the beginning to provide additional screening for the adjacent residences. Once the mining is complete, the berms will be removed to allow views of the reservoirs and additional plants will be installed _ to help screen the existing oil and gas wells and help frame views of the mountains. Refer to the Mining Landscape Plan Map and the Reclamation Landscape Plan Map for additional information. Traffic The applicant has submitted a traffic study that evaluates the impact of the operation on Fort Lupton's road system. Trucks will access the site from Highway 85 via Weld County Road 6. Trucks will only be allowed to use Weld County Road 27 for local deliveries. The applicant will also construct a bus shelter for the families that live between Weld County Road 6 and Highway 85 to help ensure that the buses have safe access to students' homes. Refer to the traffic study for additional details. Groundwater Impacts Civil Resources is in the process of performing a groundwater investigation to define the current groundwater conditions and to assess the potential impacts of the proposed mining and dewatering on local wells. Civil Resources is also in the process of meeting with many of the irrigation and domestic well owners to ensure that if any wells are negatively impacted by the mining operation, the impacts are mitigated. (Refer to the draft letters below for a sample agreement.) We will submit a copy of the groundwater study to the City upon its completion. Draft Well Agreement Letters Sample Irrigation Wells Commitment Letter SW TKO commits to fix any well production problems that might arise as a result of the proposed _ mining operation. Possible options to mitigate impacts to irrigation wells may include injecting the well with water from dewatering operations or pumping dewatering water to surface facilities. If this commitment is satisfactory please indicate your acceptance by signing where indicated below. Sample Domestic Well Commitment Letter The proposed operation may cause groundwater levels to fluctuate,which in turn could impact the local domestic wells. A drop in the water table at the well may not automatically mean that the well production will be insufficient for your needs. Potential impacts depend on the specific capacity and demand on each well. SW TKO commits to address any well production problems that might arise as a result of the proposed mining operation and impacts that might arise should be temporary. The hydrologic conditions after reclamation should be similar to those that exist now. SW TKO may need to obtain additional information about your well. The data would generally include reviewing initial drilling information, measurement of the static water level in the well without pumping and measurement of the drawdown in the well while pumping. In addition, we may install a data logger in the well to record frequent water level readings during a typical month of use. SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 2 There are a variety of options to mitigate any impacts that may arise with your wells including: 1) Installing a cistern (his would allow the well to produce at a lower rate for a longer time while the demand would be met from storage in the cistern; 2) Drilling a new well; 3) Providing an irrigation line to the property from the dewatering pump system; or 4) Utilizing a water truck to make bulk deliveries to your property. Please let us know if you have any questions regarding our commitment. If this commitment is satisfactory please indicate your acceptance by signing where indicated below. Sincerely, SW TKO JOINT VENTURE, LLC Mark Campbell Member Acceptance We the undersigned accept SW TKO's commitment to mitigate any well production problems caused by, and during, mining as described above. SW TKO Joint Venture, LLC. —Lupton Lakes Annexation-City of Fort Lupton Page 3 i i AMMENDMENT TO MLRB 112 PERMIT NO. M-2OO5-O12 I COVER SHEET A vwnw alEEXa arnws law AND 360 0.N,IieYa 0.E all v.E CORM a 5k TKO JOINT VENTURE, LLG Npp.STATE a COLORADO FAME PMM4AMLY DESCRIBED AS 1RL4@ • rat:" AT A wl1E SQnN 119 x119 TTxS 1Y.0.N.R6819 Or n( A TRACT OF LAND SITUATED BAH P.Y.fA PONTPa M 4 aMN a 5LW sEC11CN IY EMS IPSN.Res A IN a 33800 DEFT: DIME ME EUAOENB SIX(6)COURSES 11 TO SUDPONT;SE II a SW MORON 1!. I N THE E I/2 OF SECTION 18 1.NBB4.Y00'1L A DISTANCE a'ABW FEET O A BNT 2 5®SIIBY.A M5TMa a 1]400 FEET TO A PONT; 4.NCOTAYM'E 31000 FEET AMBIANCE a 200.00 PET MA PCM: AND THE SE I/4 SECTION 19, 4.NBYSYIBY A DISTANCE a' TO A PONT; I 1 xpDM'm•N,A DIST a Na a 0006 T ro w Pawl n 560915E ADISWKI Of 36100 FEET ID A PONT PI 0.r%EMILY UEa ''ELTY M F 404NO) TIN, R66W OF THE 6TH P.M. 1FFNa MIGNM Zia(3)COMES ALMA SAW EBIFX,LYL: I.NM9'MN.A OSTMEE a 1609.06 FEET m A PES EFYBBI''T'{E A°"TMa a 364059 WET TO AONT; • CITY OF FT. LUPTON, TIC 6141Al.AA OTT IR LW.116.9)6i robR. I THENCE MV10i4 1 A DISTANCE OF 792.14 FEET TO A PONT 01 0.E 5041)1 ME a 0.F f' 4A' 9a2C1'1.010SSWSOWN,E. T.,SLTM�u,CETroAPan; STATE OF COLORADO THENCE 0.E FOLLOWING FOUL(4)COURSES 1Nw01 0.E N I.Or THE LW I OF YD I N I SWIM 14 1.NW0T2I'G A TSTMNE OF MITI or TO A PMIT; i{ 2.SINEWO*A MINCE Or 2%60 FEET TO A PENT. ! yyy 3.5Mbb'{A DISTANCE a 191.0 FEET TO A pan: A N000r30L A TSTM1a a 30.00 FEET TO A POW 01 0.E NEW,LW a SID 4x a SGllw1. : TENGE NM2B'NT.AIMS SAO Nwn112E A DISTANCE a 2020 WI TO A e I POW TE1n DEPM1M0 SW NORTH USE M9 BIMi*THROUGH SAID EAST I a SAO • ..,,, A 1 SCIIMI 1e M Fas0T Ma �(pI2))CCA�pSES:pp��, F^ 2 NNW**y� .11•NISEI g;15n1 T.�924n0a�TTIOOAA PpOTIT: 'eq., . rryyee �$1 C l A 06133'1 .1 NIAIIS Ef 1Xe1M RET TI A is ^s{ 1` '.ST} x ./1 y S NN' A DISTANCE a 13.60 FEET ro A POMP x i' . L A 4 j - .2p 1 A Br SIFT TO A IT: 79 IMP A DSMIa a 22.44 RII m A RMP •.�. } -m( I r 1/�'lv a. 8 A D6TMIa a 3400 FEET 10 A PMT' 2I.nin o°WAY/ E E DICE PET TO A PW -c,--„:„.„1 "" �� x I i ! fj. 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ALL TREES 9WL HAVE Y DIAMETER TREE W311 SEEDS MV TREES TO CE MEMO)WITI WOO/11101 N 4 R.?*.Naas.M(m Newe=Own 16 C DIDPERMIT .o t.Ar IXI5TIAK TREE North AMAPA PEP tH6 TO FKLITATE MONAD WE TREES MD BIRDS NE WEIL.E5TMlL9®. Pater=RC RIM arena 55 6'be •••• IRA YR.EL�FLAINCI W W LMRYIFE PRIMAL WEL CE SE FLT TO HIED MJGTMOIT TO ALJOMMwnTE NIY FRED N VDIEVI5 6h�M Re Pith rer attach DO C VARIES — — E%15TILLS WATER IXISTIIl5 5T21K.TUfg5 MD SITE OOWIIOIS RRm Re Ra tNlka Wee 7J C Em --m-- IXI5TIIJ6 r WJT(JLR5 — 141614 RECLAIMED LIKElt 5 LOCATI OF (dam*D a .__ Paws a CND 0 EXIST).*POWER POLE x FSLrr 4. 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ICDum la 1 £ u9JtA'.PBIIT ° /) !M�/ rdO/^'�� O I mOWOF waw X41'TWOCN CCFN,B �I I. LJ ' w E PRISE ROWi Y',3}I I li 0c.), „,.<2.-9:-_-_73 ...........:..:.A4ETL.AiVR• '; ::i t?:r• ' .a��> I�\ _II 1 / :::?::1::1 1 ) ITON T1P\� rl o BY CITY OE q.....:^:;::' '4; ;�\ +n _ — • 3T "aorta' 1 w ' ` P.a-E • ' cte • .w ^. , .a' '-....a - 6'IHAP PH O Y46 YE'- ! WW2 1 EAM'e1 a ,a i � North I J3 % T --:::•}-1;;;',. I -c o ❑0 SW FOCI — " IFFJ-_ SCALE: P=3OO' y-3 d et3GYr F OOPFtAJN INFORMATION: FLOODRAIN IAF(RMATIOM 15 FROM FIRM 8.000 IA%W SE 'Xl1J3 RATE ANC, RAVEL AD. 08026. .O808IG. DATED NIPRUT IS. 1'80 1980 I NOTES: LEGEND: 1 EZE0M1}IT WATERI.TREES ND 54131.5 SIIOMI`WfaS.EO rime - RERMIT Q'AA0ART 0 DISTR.'S TREE CONCEPTUAL PLAN W THIS RAN ARE TO OE RAIDED AT THE •,•. M,b TR.FLOOOPLAIN SIASX{ I� EXI5TIAS STRWTRFS aEO 17 WEST TIME OF FRIAR N O?!a! A smear ME EXIST-04S WATER //RS !//! MIA1116FROM/D.V(Bf T a)/05 ND -- —... MIS!WATER LIKE OF FT. LUTON SPECIAL USE PERMIT 'Y1 PROPERTIES REFER TO TIE RED.AN\TIOJ -.fin-- IXISTIMe,I'COUTQIR5 RE(J AIMED MAD5 OW kLA•Nt SM"a 6 , ,%��/ 11DBIal M ThEOROCX EOW*APE TIE RAN FOR A�°F°D ATITH EXI5TIA16 POWER POE AND AMENDMENT TO MLRBII2 PERMIT 2005-012 RE5ERV IIR FLOOR Twe OF TIE RANTS PROPOSED AT THE WE-RAM'S °""�" �"""�'� 6— `''"� RECLAMATION PLAN IXI5TIN6 OVERHEAD REVI51016 ��////��/////�,.._ 2.PRIOR TO(LbTRLTIOH A UTILITY.DAS YELL POWER EVERum BEES 8W TKO JOINT VENTURE, LLD ��\��\��`��/ �`�`��//��il✓r j,�j' ?� j'�3 �� Y�'•/-' - OIL MRl.1 WATER W81 IIXATIab//MT[E --h EXISTS*,C.A5 LIKE MD. DESCRIPTION DATE 8Y V .�f.�.X. j3/i'>'C�\�'�\•�•J'J•�'yy�-�� VERIFIED I REVISIONS PER SWIM 11/9/01 AR • 209 J.1�16AT1ON SHALL CE ILDTNIFD PRIOR T OAS Me�� L£(.IQI(*e TQEE5 vo."6 Oak Frederick'R °060330 TO R VITIUS 0 PETROL'S*WELL L I•06F -.w,,,, CIVIL R E S'�U RC ES, L L C 303 633 1616(O)303 033 2050 0) ,.N1 DI5T1@®AREAS`STALL 5E...Fir sr, U SAS/OIL EDOIPMEM @W. SMALL SIRlAS DESIGIED BY: DO 106 N0. 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THREE PARTS TOPSOIL.VE 5011_ ,S 1 T••—I !MAST Ana 501LII I� ,'PANFI6L'YS j. Mq�D A MATERIALS TO DE TKFRIMlY I G SCALE: I"=600' nt@ RANTING DETN4 POLL YAM • , s - HOT TO SCALE I _ 1 _ � _ _ PRISE DEAD CR Tv....FO . SET SHOD PLAY,. TarrLwS PRICE TO PLANTER.. ATw0°rw FIN�19TJ BRAC BALL E I :� v FORM vi i As ryr IFR MIE46 I�AALE.SHIER eY PLAIDS GEY DEW v1RFArww CEDAR MUSH• FOR SET PLUME. _ .�� AMIDE SAUCER FOR ALL SLOW EFFECT. r—_}4 I 0 RROOMAL OR EST I R COMPACTED LILL PREPARED DMINLL MIXTURE DETAIL I SET al L1O1S 1RFD SOIL. F y. it I. GE PART COMPOST t t,4.. LR APPROVED EQUAL �+A+'NTO+RENEE Ott REMOVE ALL CasrAWERS BASCET5, 7111-11-11—II-11-.If ]- TWO PARTS TOPSOIL. II / (ammo Uwe 1 lire Ste WIRE ETC..FROM RWTSA L u _ _ S. THREE PARTS MAUVE SOIL q1 PbGFI I. MATERIALS TO ME THWAH0.Y ROBERT P.5.--DEAN EV I T�5-5 TOTAL DIAMETER MFMED. j ill v — Porderma We Pre CI°° 5 6'DIO OHMS RANTING DETNL• »)e5 DALL WIDMI U UNITED I I 5 VILLANO I Lebo*5;.We TO Pongees L COO MOT TO MULE p "'O'' R �'� IFLICUal5 TIW 5-n TOTAL: EASEMENT C ) 7 j been Ash I Foote PwlwMir^ 5 7 CA IPER 1 D INrmsry Lake amEVR3 • .a r CALIPER TIMOTHY D. a JERI E. LARGE SIRES-ec TOTAL; �_ TOW NM Mee Fenn sP.tWd* 51 5 NllLN I� REirnrCK, I I II 3ITIL i:./. pater Gdro 24 5 6011011 ,,, 25 5 M,y� OWN AnAnO+NOTE,: ♦ ) LL I �1 TO TIE RLAVATILW Mw NAP IS.EET a RR A ElEOAL CMTN EW 611E R1 ITt a MITI EL MARTS PROPOSED a n' MILLER MNI YWI.REMAIN 04 M 511E MD M£sMWI a TE 1FllAW.rYA RIM / 2 ML PROPOSED I tQVME5`JILL BE R2KATED WITH MI MRO.VATIL D�MT IROMTION SYSTEM AREAS ---- MMRFD WITH 1HE MECIF1®:HD MIX`JAL M MEWED Wit ESTMUSIED. 5 ` 9- ML TES SILL NAVE r OIM1EIR TEE WETS SEt5 MD TRH TO M AULJI®WIN KW WL(H E C MIW W W DEEP BEM TO FACILITATE 4'041116 art TREES AI D O SIRES M£VA L ESTRUS-ED. 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