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HomeMy WebLinkAboutANX-05-01CITY OF WHEAT RIDGE ANNEXATION MASTER DRAINAGE STUDY JEFFERSON COUNTY, COLORADO APRIL 12, 2005 PREPARED FOR: CABELA'S, INC AND COORS BREWING CO. PREPARED BY: MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 (303) 431-6100 PRINCIPAL-IN-CHARGE: WILLIAM WILLIS, P.E. PROJECT ENGINEER: SEAN LARKIN, M.B.A. TABLE OF CONTENTS 1. II. III. IV V. VI. INTRODUCTION I A. Site Location I B. Site Description I C. Proposed Project Description I D. Flood Hazard and Drainage Studies Relevant to Site I HISTORIC DRAINAGE SYSTEM .....................3 A. Major Basin .....................3 PROPOSED (DEVELOPED) DRAINAGE SYSTEM .....................3 A. Criteria .....................3 B. Runoff .....................3 C. Detention .....................3 D. Streets .....................4 E. Sub-Basin and Site Drainage .....................4 F. Open Channel Flow .....................6 G. Storm Sewer .....................6 CONCLUSIONS .....................7 A. Impact of Improvement 7 B. Compliance with Applicable Criteria 7 C. Wheat Ridge Zoning Ordinances .....................7 REFERENCES 8 APPENDICES 8 I. INTRODUCTION A. Site Location The site is located in Sections 19, 20, 29 and 30 in Township 3 South, Range 69 West of the sixth principal meridian, Jefferson County, Colorado. It is bounded on the north by the northern right-of-way of Colorado Hwy. 58, on the east by Interstate Hwy. 70, on the south by residential and commercial development, and on the west by property owned by Coors Brewing Co. The site is traversed by Clear Creek through the northern portion. Included in the above description are two parcels of land owned by Jefferson County and located along Clear Creek. Although these parcels are not part of this annexation, they are included in this study. B. Site Description The property is generally undeveloped ground with the exception of a private residential home located in the southeast corner, and the Jefferson County Animal Shelter (not part of the annexation) located along the east side, just south of Clear Creek. The Denver Water Moffat transmission conduits and sludge return line crosses the property from northwest to southeast. An access road and associated easement follows the transmission conduit alignment. The northern 20 acres of property is occupied by the State Highway 58 right-of way. The southern portion of the property, approximately 141 acres, generally slopes northward toward Clear Creek. The property north of Clear Creek (approximately 64 acres) generally slopes south toward Clear Creek. The natural topography of both areas has been significantly modified by sand and gravel mining in the past. Large mining pits remaining on the property receive most of the site's watershed runoff. C. Proposed Project Description Approximately 205 acres presently located in unincorporated Jefferson County will be annexed into the City of Wheat Ridge for future development. The property will be developed into commercial retail sites, a water storage pond for use by the Coors Brewing Company, possible open space, and possible land for use by non-profit agencies. The topography of the site will generally be restored to pre-mining conditions. Impacts to regional transportation and possible infrastructure improvements are currently being studied. Possible access locations include points at W. 32nd Ave. to the south, a tunnel under I-70 to the east and a connection to McIntyre to the northwest. D. Flood Hazard and Drainage Studies Relevant to Site Clear Creek crosses the property from west to east. A Flood Insurance Study (FIS) was prepared in 1979, by Gingery and Associates. This study represents the current technical analysis supporting the effective Flood Insurance Rate Map (FIRM) for this reach of Clear Creek. The 100-year floodplain shown on the Drainage Plan was digitized from r the effective FIRM. Development is not proposed on areas inside the 100-year flood plain with the exception of a bridge crossing of Clear Creek. The bridge abutments will be located in the floodplain fringe and the bottom chord of the bridge will be sufficiently above the regulated water surface elevation to provide necessary freeboard. Specific details of the bridge and its impact on the Clear Creek floodplain will be addressed under a separate report. Applewood Watershed Outfall Systems Planning Studies The site is also included in two studies; the Applewood Watershed Outfall Systems Planning Study Alternative Development and Evaluation Report, prepared by Kiowa Engineering Corporation, October 2001, and the Applewood Watershed Outfall Systems Planning Study Preliminary Design Report, prepared by Kiowa Engineering Corporation, November 2003 (OSP). Both studies cover a watershed that includes 2.36 square miles of property south of, and partially including the annexation property. The studies report that the watershed has no regulatory detention facilities, and that the storm sewer, ditches, and roadways are typically undersized to convey developed flows. There are four irrigation ditches that were ignored in the OSP's hydrology analysis. However, these ditches appear to capture most runoff from minor storm events and nuisance flows. Both studies indicate the watershed south of W. 32nd Avenue cumulates on the south side of 32nd Avenue at about Eldridge Street, across from the Applewood Golf, and then during major storm events, drain over W. 32nd Avenue into the Golf Course. The studies indicate stormwater flows across the golf course and enters the proposed annexation property at OSP design point 102 shown on the Drainage Plan. The existing 100-year flow is reported to be 637 cfs, and the future 100-year flow is reported to be 728 cfs. Future flows include final build-out of the OSP watershed area. Recommendations from the 2003 OSP study include piping the minor (2-year) storm events via a culvert along W. 32nd Ave. to the southeastern corner of the golf course, then north along the cast side of the golf course via a 66-inch pipe. This OSP also suggests conveyance of the minor storm flows through the proposed annexation property with storm piping. Martin/Martin Commentary on OSP's: Assumptions made in both the 2001 and 2003 OSP's regarding the routing of flows through the annexation property vary from observed drainage patterns. The routing schematic presented in both reports seems to indicate that runoff from basins located south of the annexation property and south of W. 32"d Ave. travels to the west of the annexation property (Eldridge St.) before crossing north to design point 102. Field observations indicate that runoff from basins south of W. 32"d Ave will travel across W. 32nd Ave. at low points located at approximately Alkire St. and Braun Court. Fairmount Area Outfall Systems Planning Study Drainage from properties north of Highway 58 right-of-way was analyzed in the Fairmount Outfall Systems Planning Study and preliminary Design Report, prepared by Moser & Associates Engineering, April 2004. Improvements proposed in this study include conveyance of the 100-year flows under US Hwy. 58, through proposed piping and a concrete box culvert. The approximate alignment and associated major storm flow rates conveyed by these improvements are shown on the Drainage plan. These flows should be passed through the property directly to Clear Creek. The construction schedule for these improvements is not known. II. HISTORIC DRAINAGE SYSTEM A. Major Basin Clear Creek divides the property into two major drainage basins, one to the north and one to the south. Both major basins generally drain toward Clear Creek; however mining pits accumulate runoff and do not have defined release points to Clear Creek. Adjacent properties are not affected by runoff from this site. There are multiple locations where run-off enters the site via overland flows or culverts, but an engineered storm sewer system does not exist. Property nearest Clear Creek is generally steeper and is vegetated with deciduous trees, bushes, and grasses. Property further from the creek is relatively barren with clusters of weedy deciduous trees, bushes and native grasses. Much of the area especially that on the north side of Clear Creek, has very little vegetation due to past mining activities. The soils are generally sand and gravel, have high percolation rates, and are subject to erosion by the watershed. A description of on-site soils in the 1980 Soil Survey of Golden Area, Colorado, by the USDA Soil Conservation Service, characterizes soils with a type AB runoff potential. Offsite properties to the south that contribute flows to the property generally have soils with a type C runoff potential. III. PROPOSED (DEVELOPED) DRAINAGE SYSTEM A. Criteria Techniques defined in the latest Urban Storm Drainage Criteria Manuals, Volumes 1-3, by the Urban Drainage Flood Control District, were used to prepare this Master Drainage Plan. On-site Hydrology was computed using the Rational Method. Off-site tributary watersheds were computed in the referenced Outfall System Plans using UDSWM. Runoff from off-site basins OS 1-OS 16 was also computed using the Rational method to check internal pass-through hydraulic conveyance elements. Both the initial and major storm frequencies were analyzed. The 5 and 100-year storms were used for the initial and major storms, respectively. B. Runoff The developed off-site watersheds are typically large and are routed independently through the site. Conveyance of the major storm runoff for both on-site and off-site basins is provided to Clear Creek. Adjacent properties are not affected by run-off from this site. C. Detention Due to the site's proximity to Clear Creek, no detention will be provided. It was agreed, through discussions with reviewing agencies, that it would be better to release the major storm, before a peak flow in Clear Creek reached this property. Water quality ponds are required for all developed properties on the site, per discussions with the reviewing agencies. Presently, individual water quality ponds for each parcel are proposed. However, these ponds can be combined as required for economy of scale and infrastructure. The preliminary location of these water quality ponds, their required volumes and tributary basins are shown on the Drainage Plan. Outlet structures and overflow structures will need to convey fully developed 100-year flows to Clear Creek. D. Streets Streets through the site are elevated above proposed grades for the site and therefore, will not be the primary conveyance for major storms. The streets will have inlets and storm piping that will convey their runoff to water quality ponds before being released to Clear Creek. E. Sub-Basin and Site Drainage Southern Basins Runoff from the Applewood Watershed, south of West 32nd Avenue is reported (in the 2003 OSP) to flow west along the south side of 32nd Ave. to Eldridge Street, before flowing over 32"d Ave. and into the Applewood Golf Course. However, there are two low points along 32nd Ave. (at Alkire Street and Braun Court) where this stormwater appears to overflow 32"d Ave. into basins OS1 and OS2. Future storm sewer construction, following the 2003 OSP Preliminary Design Report, may provide conveyance of the initial storm west toward Applewood Golf Course. In the interim, it is assumed (in this report) that the Applewood Watershed south of 32nd Avenue, (basins OS 11, OS 12, OS 15, and OS 16 which were delineated in both of the OSP's as basins 11, 12, 15, and 16, respectively) appear to flow into off-site basins OS 1 and OS2. These basins are generally comprised of medium density residential and commercial development. These basins drain north toward the southern property limit, through roads and storm sewer piping. Major storm runoff from these basins, as computed by the 2001 and 2003 Applewood OSP's, range from 130 to 179cfs, depending on how their tributary sub-basins were routed. An open channel is proposed along the southern property line to intercept major storm flows from these basins. This channel conveys the runoff west, and north around the proposed on-site "Coors Water Storage" pond. The proposed open channel is conservatively sized to convey flows based on cumulative routed rational computations. Basins OS16 and OS12 are routed through basin OS2, and develop a total flow at the upstream end of the channel (design point 2) of 178cfs. Basins OS 15 and OSI 1 are routed through basin OS1 to design point 1 (in the channel and just downstream of design point 2), where the cumulative flow is 395cfs. The Applewood Watershed OSP cumulates all of the southern off-site flows (including basins OSI-OS4, OS11-OS 16, proposed basins S1- S3, and part of proposed basins S4- S6) at the northeast corner of Applewood Golf Course (OSP design point 102). Through meetings with the Coors Brewing Company (also owners of the golf course property) it was agreed that this runoff historically drained north from design point 102, through the property where their water storage reservoirs are now located, and into Clear Creek. However, the berm forming the south side of their reservoir currently appears to divert this flow east and into basin S 1 of the annexation property. An improved berm is proposed along the western property line of the annexation property to maintain historic drainage patterns. The Coors Brewing Company is in agreement with the proposed berm and has agreed to accept major storm flow into their reservoir. Initial storm flows will be routed around their reservoir through the annexation property via an inlet and storm pipe proposed near design point 102. The inlet and storm pipe should be sized to accept only the initial storm and release it into the proposed interceptor channel. The 2001 Applewood OSP future 5-year (initial) storm flow at Design Point 102 is 203cfs. Also based on the 2001 OSP, approximately 46 cis of this 203cfs is already in the interceptor swale. The inlet and storm pipe will be sized to accept the remaining 157 cfs. The interceptor channel will convey runoff north and ultimately under the Denver Water Moffat transmission piping and new access road through a culvert at design point 12. This culvert will be routed under/along the roadway prism and will outfall to Clear Creek near/or through the proposed bridge abutment. An easement for construction and maintenance of the roadway and culvert will be provided by Jefferson County. Basin OS3 is primarily road pavement that will be routed through basin S6 and an on-site water quality pond in basin S4, at design point 8. Basin OS4 flows through a ditch along the western I-70 frontage road to Clear Creek. If the tunnel under I-70 is constructed, these flows will need to be piped in order to cross this proposed access point. Basin S 1 includes property to be developed as a water storage reservoir for the Adolf Coors Corporation. Water stored in this reservoir will be pumped in and out of the reservoir as needed. There will always be sufficient freeboard to contain rainfall landing on this basin, and there are no tributary watersheds to this basin. The basin is does not require any water quality or detention structures, and will not have a gravity driven release. Basin S3, the "Salter Residence", will also be annexed into the City of Wheat Ridge. This property will also be developed as commercial property in the future. The drainage plan indicates necessary water quality pond volumes required if the property is developed for commercial uses. If the property is developed in the future, the water quality pond should release into the eastern road side ditch of the western I-70 service road. The western portion of the Salter property is included as part of basin S2. Basins S2 and S5 are proposed as retail and commercial development, respectively. Water quality ponds are required on each property having the volumes shown on the Drainage Plan. Buildings constructed on these properties must be built above the hydraulic grade line of storm sewer conveying the major storm event out of the basins. The storm sewer outfall shall be routed to clear creek through basin S4. Basin S4 is a large, almost 50 acre basin that will be developed as retail. Multiple water quality ponds are anticipated to serve this property. However, their locations and site specific storm sewer is not definitively known. The cumulative water quality pond volume shown for basin S4 at design point 8 on the drainage plan, is sized to accommodate flows from roadway basins OS3, S8 and S6. As mentioned before, storm sewer capable of conveying the major storm from basins S2 and S5 must be routed through basin S6, under the access road and Denver Water transmission line, and into basin S4. These flows and the major storm release from design point 8 (basins OS3, S6, S8 and S4) will be routed east along the north line of basin S4 to the I-70 right-of-way. Once in the I-70 right-of-way, the sewer will turn north and will ultimately discharge into Clear Creek through an energy dissipater. Based on discussions with Jefferson County, CDOT, and the City of Wheat Ridge, as of the writing of this report the aforementioned storm sewer cannot be routed through Jefferson County property. In the future, the existing Jefferson county parcels (north & south of Clear Creek) are anticipated to be annexed into the City of Wheat Ridge. If annexation occurs, development of basin S4 may be expanded into the Jefferson County parcel located in Section 20 near where the Jefferson County Animal Shelter is presently located. The proposed water quality pond necessary for development of basin S4 may also be moved into this parcel. Basin S10 will also be annexed into the City of Wheat Ridge. The proposed access road and south abutment of the bridge crossing will be located at the east side of the basin. No further development of this parcel is anticipated and this basin will likely remain status quo. Northern Basins Basin NI is principally State Highway 58 right-of-way that will be annexed into the City of Wheat Ridge. Runoff from this basin is collected in the south roadside ditch and flows to the east. This runoff eventually flows south into the Jefferson County parcel near I-70. There is an inlet with piping located near the midpoint of the basin. This piping ostensibly directs runoff into the Coors Brewing Company property, but no outfall location was found. It is assumed that this pipe is buried/plugged and not functioning. It is anticipated that flyover connectivity from eastbound I-70 to west bound 58`" and from eastbound 58`h to westbound I-70 will be constructed in the future by CDOT. Due to the proximity of Clear creek, it is anticipated that drainage from this construction and any associated water quality enhancement can be accommodated in additional right-of- way must be acquired for the fly-over. Details of the construction are not known and associated drainage improvements must be defined by site specific drainage studies by CDOT. Northern basins N2 and N3 are properties owned by the Coors Brewing Company. Runoff from N2 will be routed east and into N3. Typically, these properties have been mined for sand and gravel and do not have defined outfalls to Clear Creek. It is anticipated that they also will be developed for commercial use. Like the southern basins, anticipated future imperviousness has been assumed, and required water quality pond volumes are shown on the drainage plan. Basin N4 includes primarily roadway drainage from the proposed access road connection to McIntyre. Future development of basin N4 has been included in the water quality volume for basin N3. F. Open Channel Flow The interceptor channel was designed to convey the major storm event from off-site Applewood Watershed basins around basins S2, S1, and S5. The channel was sized conservatively to convey major flows which were based on afore mentioned rational calculations. The channel will be grass lined and has a slope of 0.004 feet per foot. The channel flows in the subcritical regime with a Froude numbers around 0.62. It's velocity ranges around 5.5 fps is well within the stable operating conditions of Urban Drainage's Criteria. G. Storm Sewer Minimum storm sewer pipe sizes are shown on the drainage plan, where conveyance of the major storm through down stream basins is required. It is assumed that all piping will be class III reinforced concrete pipe. The pipes were sized based on tributary developed major storm runoff and full flow capacity of a pipe at 0.5% slope. Construction plans for any proposed storm sewer design must be accompanied by full hydraulic analysis of the sewer system which accounts for system headlosses and the backwater effects of pressurized pipes. It is anticipated that peak flows from the annexation site do not coincide with peak flows in Clear Creek. IV. CONCLUSIONS A. Impact of Improvement Presently, there are no known drainage problems on the site. Water quality enhancement commensurate with all development of is site is proposed to mitigate any adverse impacts. B. Compliance with Applicable Criteria As discussed before, attenuation of the developed watershed is not proposed using detention ponds. Streets are not proposed as conveyance elements for the major storm runoff so velocities and flow depths will not be excessive. Channel flow depths, velocities, and flow regimes are in compliance with Urban Drainage design guidelines. C. Wheat Ridge Zoning Ordinances The proposed development is in compliance with Wheat Ridge Zoning Ordinances. V. Applewood Watershed Outfall Systems Planning Study Preliminary Design Report, prepared by Kiowa Engineering Corporation, November 2003 (OSP). Applewood Watershed Outfall Systems Planning Study Alternative Development and Evaluation Report, prepared by Kiowa Engineering Corporation, October 2001 (OSP). Fairmount Outfall Systems Planning Study and preliminary Design Report, prepared by Moser & Associates Engineering, April 2004 1980 Soil Survey of Golden Area, Colorado, by the USDA Soil Conservation Service Urban Storm Drainage Criteria Manuals, Volumes 1-3, by the Urban Drainage Flood Control District (2001) Vi. APPENDICES Hydrologic and Hydraulic Computations Runoff (Developed) Water Quality Capture Volumes Drainage Plan (in map pocket) 8 - - i - 151; "CREEK s ;LEAR i s 1 ~u wafer 111 # r a~ water J. ~ ~ ayc ~ .Y ' 111 ' j w, ~ a .r . , .r R. 70 W.~ R. 69 VV `L 2 MILES 2 KILOMETERS I i I. i 'I I it i Golden Area, Colorado O F C U I I W x `J E W W x E 3 D z a a H 0 I a m E C O v Y v Y v Y v Y • y 0 L N N N 0 L N L v L N L L L o # # # # # IO •O # # 3 0 # # 0 0 ° ° 0 ° ° ° 0 0 0 0 0 0 0- o o o U _ a I I I I ~ _ W 'O v v v I I I I I I I O WN Y Y Y I I v v v 'N W ~ m m I 1 I 1 I I I 1 I 1 Y y y X N W L L L I I I I 1 I I I I N N N m OY W 0 m L L L L F L F F L L L .-1 p m m m m m m to m m m so m -o m -o v ~ E _ S S S x 5 S x S S 5 I I I I I I I 1 I 1 I I _ ~ N I I I I 1 1 I I I I 1 ~ 1 1 I 1 I I I 1 I I Y v 1 W 1 1 1 W 1 I I I I m 1 W I I W O Cp+-1 Y m Y N Y I I y I Y I I Y I Y I N L Y L L L I I I L I L I 1 L 1 N I I W o O 0 0 I I I 0 1 m I 1 O I L 1 I O N W 'O 0 # # # 'O # # # IO 3 0 # # O 0 O O o O O O O 0 o O o O p O p p C 'O L 1 I I I I 1 I I Y 1 Y Y I Y U 'S I 1 I 1 I 1 1 W 1 W 1 W 1 I 1 I 1 O I O 0 O I O 1 I I I W Q] Y CI O O O O O O .7 O O O 41 H \O ~O ,p ~p ~O ~O I ~O I ~ ~O I ~p ~m ~O ~O Q n n n n n n N n N ~ n N n n n n N W P P I I 1 I I Y C I I I 1 I I I I I I 1 1 1 I I 1 I I I 1 I I I I I L ~ I 1 I I I I I m Y # L L y LL Y O O O O O O O O O O O O O O O O ~ n n n n n n n n n w Y I I I I 1 I I I C 1 1 I I I 1 1 I 1 I 1 I I I 1 1 1 I 1 I 1 1 I I I 1 1 I 1 ~ I 1 I I I I I 1 1 C _ - +i C I 1 I ♦ -I N 1 I I I 1 I 1 1 I 1 1 I I I I I I 1 I I 1 O L I I I I I I I I I 1 1 I I 1 J I I I 1 I I 1 1 O s I I 1 I i I I i I I I I ~ I ; 1 1 I I I I I i I I 1. 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O O O ° z z z z z z z z I U O ^i L- ~p 0 O QI pJ CJ U U U U U U 4~ SaN L U U U Q1 6 6 x I I I I I I I I 1 I I I I I 1 I 'p I I I I ~ I I I I I l y 1 I I I I I I 1 I I I 1 1 I I I I 1 I 1 1 i I I I I I I I Y I Y C m -I I I o N I I C m I I 1 I I 1 I I I I I I I C I N C m , O I m m I I N N I I I I I NP I n Y C N ~ I 1 I N IL n I I I I I I I I I I I b 1 I I L L E I rn N v O I ,-I I N tr I I I I I I I I 1 I ~ C M I I C 1 I IN N >a I HN L I Y I, N I I I I I I i m ^ I m I 17 i ~ C m I L I W a 00 I C i * 4 i I 1 +R 1 I .i N v ^F N .ip I m O nL 0 L 1 A M L I t!1 L 10 10 W .im ~m m W 'iO 10 IC Nv MO P v P ,tl my L C My G IL mL L O E v NY a 7 I v I O N> > U > p # > U N > m I U M U U U L E f' I L I U C +C Y C Y ~p nC Y P nC P I L L L + 40 n L • L r ~U 1 7 I N +m W 0 a • O. 7 .-1 t 0 y L ~k m L I m nW O w N ~U NU NU NU NCI ~q NQ X mq X' ~ NCI S ~Q S ~W mw OW 395 0 w O C v Y m m 0 G Y O O W h 44 material that has a low shrink-swell potential and installing surface and subsurface drains near foundations. Properly installed tile drains below the foundation and minimal surface watering near the foundation help prevent seepage into basements and minimize the effects of shrinking and swelling. On the Kutch soil, the deep cuts needed to provide a sufficiently level building site can expose bedrock. Buildings and roads should be designed to offset the limited ability of the soils to support a load. The risk of settlement can be minimized by compacting the building site before construction begins. Because runoff on Urban land is rapid, storm drains, natural drainageways, and land grading must accommodate increased flows to prevent flooding downslope in areas that normally would not be subject to flooding. Special sewage systems must be installed because of the slope and slow permeability. Effluent from absorption fields can surface downslope and create a health hazard. Topsoil can be stockpiled and used to reclaim areas disturbed by cutting and filling. Cuts and fills should be seeded or mulched. TV ,nver and Kutch soils are in capability subclass Vie, in the Clayey Foothill range site, and in plant adaptability group F-1. Urban land is in capability class VIII. It is not assigned to a range site or to a plant adaptability group. 34-Denver-Urban land complex, 0 to 2 percent slopes. The areas of this complex are on high terraces, tablelands, and fans. The average annual precipitation is 13 to 17 inches, the average annual air temperature is 47° F, and the average frost-free season is 126 to 142 days. Elevation is 5,200 to 6,500 feet. Denver soil makes up 65 percent of this complex, and Urban land makes up 20 percent. The Denver soil and Urban land are so intricately intermingled that it was not practical to map them separately. Included in mapping are small areas of Englewood soils in small drainageways, Nunn soils in positions similar to those of the Denver soil, and Ulm soils on hill slopes. Urban land makes up more than 20 percent of some mapped areas. Also included are small areas that are less than 20 percent Urban land and are mainly parks, playgrounds, vacant lots, and small fields and pastures. The included areas make up about 15 percent of the total acreage. The Denver soil is deep and well drained. It formed in calcareous, clayey material derived dominantly from shale and mudstone. Typically, the surface layer is mildly alkaline, grayish brown clay loam about 6 inches thick. The upper part of the subsoil is mildly alkaline and moderately alkaline, grayish brown clay 14 inches thick, and the next part is moderately alkaline, light yellowish brown clay 9 inches thick. The lower part of the subsoil to a depth of 60 inches is moderately alkaline, light yellowish brown clay. Soil Survey Permeability of this Denver soil is slow. The available water capacity is high. The effective rooting depth is 60 inches or more. Runoff is slow, and water erosion is a slight hazard. Soil blowing is a moderate hazard. The shrink-swell potential is high. Rock fragments make up 0 to 15 percent of the volume. Urban land is mainly covered by streets, parking lots, sidewalks, buildings, and other impervious manmade structures. Because Urban land is very slowly permeable;, or is impermeable, runoff is rapid. In most places, the areas of this complex are used for,, community development. In a few places, the Denver soil is used as pasture and for grazing. The native vegetation is mainly western wheatgrass, green needlegrass, and blue grama. The average annual, production of air-dry vegetation ranges from 600 to 1,200 pounds per acre. Small pastures commonly are severely., overgrazed and eroded. Livestock in small pastures should be kept in pens. The rest of the pasture can be used as exercise areas and for very limited grazing. Seeding speeds revegetation in areas depleted by heavy grazing, cultivation, or other disturbances. Heavy infestations of undesirable plants can be controlled by chemical or mechanical treatment. Grazing when the soil is wet results in compaction of the surface layer, poor tilth, and excessive runoff. The establishment and maintenance of grasses, shrubs, trees, and garden plants are restricted by the clay loam surface layer and clayey subsoil, which make tillage difficult. Maintaining plant residue on or near the surface reduces runoff and helps maintain tilth and the content of organic matter. Applications of manure and commercial fertilizers that contain nitrogen and phosphorus are needed to maintain fertility. Supplemental irrigation is needed at the time of planting and during dry periods. The main limitations to use of the Denver soil for homesite development are the shrink-swell potential, Iom strength, and slow permeability. The effects of shrinking and swelling can be minimized by proper engineering design and by backfilling with material that has a low shrink-swell potential and installing surface and subsurface drains near foundations. Properly installed til drains below the foundation and minimal surface watering near the foundation help prevent seepage into basements and minimize the effects of shrinking and swelling. Buildings and roads should be designed to offset the limited ability of the Denver soil to support a load. The risk of settlement can be minimized by compacting the building site before construction begins. Because runoff is rapid on Urban land, storm drains, natural drainageways, and land grading must accommodate heavy flows to prevent flooding downslope in areas that normally would not be subject I flooding. Special sewage systems must be installed because of the slow permeability. Erosion and Soil Soil blowing is a slight to moderate hazard. The shrink. swell potential is moderate to high. to These pits are used as a source of clay and fill material. Some abandoned pits are used as recreation e areas. Grasses, shrubs, trees, and garden plants are difficult i.., to establish and maintain because of the slope, the depth to rock, and the clayey texture of the soils. Reshaping before planting is necessary to stabilize the j ty steep cut slopes. The areas should be covered with a or layer of topsoil. Mulches are essential in establishing sled good stands of plantings on steep cut and fill slopes. fi ng. Applications of manure and commercial fertilizers that contain nitrogen and phosphorus are needed. Planting tat on the contour helps conserve soil moisture and reduce C, erosion. Supplemental irrigation is needed at the time of planting and in dry periods. The main limitations for homesite development are depth to rock, slope, the shrink-swell potential, low ty. strength, and slippage. The deep cuts needed to provide a sufficiently level building site can expose bedrock. The 3ation effects of shrinking and swelling can be minimized by lie proper engineering design and by backfilling with a nd material that has a low shrink-swell potential. Buildings and roads should be designed to offset the limited abilitt of these soils to support a load. The risk of settlement can be minimized by compacting the building site before construction begins. Effluent from a septic tank onion, absorption field can surface downslope and create a or health hazard. Structures to divert runoff are needed t where buildings and roads are constructed. Topsoil I should be used to reclaim areas disturbed by cutting. Steep cut slopes should be reshaped to reduce the j slope and minimize the potential for slippage. d Onsite investigation is needed to determine the (.J in potential and limitations of specific sites for proposed uses. This map unit is in capability subclass Vlls. 111-Pits, gravel. This map unit consists mainly of c e areas and borrow areas resulting from the mining of rd. alluvial gravel and crushed rock or from extensive cuttir t al. and filling. The side slopes commonly range from steep 1plex to nearly vertical. At the bottom of the pits, slopes 'he generally are complex and range from nearly level to moderately steep. The average annual precipitation is 1 t..ee to 20 inches, the average annual temperature ranges ,500 from 41° to 47° F, and the frost-free season ranges froi 55 to 142 days. Elevation is 5,200 to 9,500 feet. Included in mapping are small areas of Ustic and Torriorthents, clayey; Rock outcrop; and undisturbed aas soils. The included areas make up about 15 percent of the map unit. I! Permeability of Pits, gravel, is moderate to very rapid to The available water capacity generally is low. Runoff is -zard. slow to rapid, and water erosion is a moderate to seve 'i. Area, Colorado zard. Soil blowing is a slight hazard. The shrink-swell tential commonly is low. Pits, gravel, are used as a source of sand and gravel d crushed aggregate. Some abandoned pits are used recreation areas. Grasses, shrubs, trees, and garden plants are difficult establish and maintain because of the slope, depth to ck, and small and large stones. Before planting, shaping is necessary to stabilize the steep cut slopes. e areas should be covered with a layer of topsoil. A ulch is indispensable in establishing good stands of antings on steep cut and fill slopes. Applications of anure and commercial fertilizers that contain nitrogen d phosphorus are needed. Planting on the contour -Ips conserve moisture and reduce erosion. Pebbles id cobbles on the surface should be removed for best suits in landscaping, particularly for lawns. applemental irrigation is needed at the time of planting id during dry periods. ,The main limitations to use of these areas for imesite development are depth to rock, slope, large id small stones, seepage, and slippage. The deep cuts eded to provide a sufficiently level building site can cpose bedrock. Effluent from an absorption field can irface downslope and create a health hazard. Where e density of housing is moderate to high, a community ;wage system is needed to prevent contamination of e water supply by seepage. In some areas a water ble has formed because of seepage from perennial reams, and drainage is needed before roads and gilding foundations are constructed. Topsoil can be ed to reclaim areas disturbed by cutting. Steep cut opes should be reshaped to reduce the slope and inimize the risk of slippage. ~Qnsite investigation is needed to determine the otential and limitations of a specific site for a proposed map unit is in capability subclass Vlls. !-Platner loam, 3 to 5 percent slopes. This is a well drained soil on high terraces, tablelands, and opes. This soil formed in calcareous alluvial and- - i material derived from mudstone and shale. The ge annual precipitation is 13 to 17 inches, the ge annual air temperature is 47° F, and the ge frost-free season is 126 to 142 days. Elevation 00 to 6,000 feet. Acally, the surface layer is neutral, grayish brown about 8 inches thick. The subsoil in the upper 10. s is neutral, dark grayish brown clay. In the lower 7 s it is moderately alkaline, yellowish brown clay The substratum in the upper 20 inches is rately alkaline, light yellowish brown clay loam. v that to a depth of 60 inches it is moderately ne, pink loam. luded in mapping are small areas of Denver and soils on fans and Englewood soils in Soil engineering design and by backfilling with material that has a low shrink-swell potential and installing surface i and subsurface drains near foundations. Properly installed tile drains below the foundation and minimal surface watering near the foundation help prevent seepage into basements and minimize the effects of shrinking and swelling. Buildings and roads should be designed to offset the limited ability of the Ulm soil to support a load. The risk of settlement can be minimize by compacting the building site before construction begins. Because runoff on Urban land is rapid; storm drains, natural drainageways, and land grading must accommodate heavy flows to prevent flooding downslope in areas that are not normally subject to flooding. Special sewage systems must be installed because of the slope and the slow permeability. Efflue from an absorption field can surface downslope and create a health hazard. Topsoil can be stockpiled and used to reclaim areas disturbed by cutting and filling. Cuts and fills should be seeded or mulched. The Ulm soil is in capability subclass Vie, in the Cla Foothill range site, and in plant adaptability group F-1. Urban land is in capability class VIII. It is not assigned a range site or a plant adaptability group. 165-Ustic Torriorthents, loamy, 15 to 50 percen slopes- These are shallow to deep, well drained soils eroded, active hill slopes adjacent to drainageways. TI soils formed in loamy material that eroded from interbedded sandstone and shale. The average annua precipitation is 13 to 17 inches, the average annual temperature is 47° F, and the frost-free season is 126 142 days. Elevation is 5,200 to 6,500 feet. Ustic Torriorthents, loamy, are highly variable. They, differ in depth to bedrock, in color, and in thickness of soil layers. However, they commonly are clay loam, loam, or sandy clay loam. Included in mapping are small areas of Midway and Primen soils on ridges, Kutch and Leyden soils on hill slopes, Ascalon, Nunn, and Denver soils on fans, and Haverson soils on low terraces. Also included are smi areas of Urban land. The included soils and Urban let make up about 20 percent of the total acreage of the map unit. Permeability of Ustic Torriorthents, loamy, is moder to slow. The available water capacity is low to high. T' effective rooting depth ranges from 10 to 60 inches o more. Runoff is rapid, and water erosion is a severe hazard. Soil blowing is a moderate to severe hazard. depth to soft bedrock ranges from 10 to 60 inches or more. The shrink-swell potential is moderate to high.:: Rock fragments make up 0 to 35 percent of the volui In most places these soils are used for grazing anc habitat for wildlife. In a few places they are used for. community development. The native vegetation is mainly needleandthread, , western wheatgrass, sideoats grams, and big blueste Area, Colorado average annual production of air-dry vegetation es from 300 to 1,200 pounds per acre. These soils difficult to revegetate; consequently, proper grazing is needed to prevent depletion. Periodic deferment razing during the growing season helps maintain or -ove the range condition. The steepness of the es limits access by livestock and promotes rgrazing of the less sloping areas. Grazing when the is wet results in compaction of the surface layer, r tilth, and excessive runoff. Small pastures imonly are severely overgrazed and eroded. stock in small pastures should be kept in pens. The of the pasture can be used as exercise areas and fiery limited grazing. rasses, shrubs, trees, and garden plants are difficult stablish and maintain on these soils because of the fie and, in some areas, because of the clayey texture the depth to rock. A mulch of plant residue helps to ice runoff and soil blowing, improve tilth, and serve moisture. Applications of manure and imercial fertilizers that contain nitrogen and sphorus are needed to maintain fertility. Planting on contour helps conserve moisture and reduce erosion. plemental irrigation is needed at planting time and rig dry periods. Deep cuts made in land grading uld be covered with topsoil. (fie areas of Urban land are covered by streets, ing lots, sidewalks, buildings, and other impervious made structures. Because runoff is rapid, storm ns; natural drainageways, and land grading must ommodate heavy flows to prevent flooding mslope in areas that normally would not be subject to main limitations to use of the soils for homesite pment are the slope, depth to rock, and slippage. ep cuts needed to provide a sufficiently level 3 site can expose bedrock. Structures to divert are needed where buildings and roads are icted. Effluent from an absorption field can downslope and create a health hazard. The soils stable and are subject to slippage when they are j aload, have been disturbed by excavation, or t. Erosion and sedimentation can be controlled by fining an adequate plant cover. Some areas twith native vegetation and other adapted plants used as open space and parks. to investigation is needed to determine the als and limitations of a specific site for a proposed soils are in capability subclass Vlle, in the Foothill and Clayey Foothill range sites, and in aptability groups F-7 and F-1. Ustic Torriorthents, clayey, 0 to 50 percent These soils consist mainly of clayey fill material been placed on various other soils. The fill d from shale, mudstone, and the numerous Area, Colorado average annual production of air-dry vegetation jes from 300 to 1,200 pounds per acre. These soils difficult to revegetate; consequently, proper grazing is needed to prevent depletion. Periodic deferment razing during the growing season helps maintain or ove the range condition. The steepness of the as limits access by livestock and promotes grazing of the less sloping areas. Grazing when the is wet results in compaction of the surface layer, i tilth, and excessive runoff. Small pastures imonly are severely overgrazed and eroded. stock in small pastures should be kept in pens. The of the pasture can be used as exercise areas and eery limited grazing. rasses, shrubs, trees, and garden plants are difficult stablish and maintain on these soils because of the e and, in some areas, because of the clayey texture the depth to rock. A mulch of plant residue helps to ice runoff and soil blowing, improve tilth, and serve moisture. Applications of manure and mercial fertilizers that contain nitrogen and sphorus are needed to maintain fertility. Planting on contour helps conserve moisture and reduce erosion. plemental irrigation is needed at planting time and ng dry periods. Deep cuts made in land grading uld be covered with topsoil. he areas of Urban land are covered by streets, (Ing lots, sidewalks, buildings, and other impervious made structures. Because runoff is rapid, storm ris, natural drainageways, and land grading must ommodate heavy flows to prevent flooding mslope in areas that normally would not be subject to nain limitations to use of the soils for homesite ment are the slope, depth to rock, and slippage. ;p cuts needed to provide a sufficiently level site can expose bedrock. Structures to divert re needed where buildings and roads are eted. Effluent from an absorption field can downslope and create a health hazard. The soils table and are subject to slippage when they are a load, have been disturbed by excavation, or Erosion and sedimentation can be controlled by ling an adequate plant cover. Some areas with native vegetation and other adapted plants used as open space and parks. e investigation is needed to determine the its and limitations of a specific site for a proposed soils are in capability subclass Vlle, in the Foothill and Clayey Foothill range sites, and in aptability groups F-7 and F-1. Ustic Torriorthents, clayey, 0 to 50 percent These soils consist mainly of clayey fill material been placed on various other soils. The fill :d from shale, mudstone, and the numerous 161 clayey soils in the survey area. The fill areas were created mainly as sites for buildings, roads, and landfills. In some places they originated as dumps for spoil from claypit operations. The surface of these soils commonly is nearly level to gently sloping, but the adjacent cut slopes are moderately sloping to steep. The average annual precipitation is 13 to 17 inches, the average annual temperature is 47° F, and the average frost-free season is 126 to 142 days. Elevation is 5,200 to 6,500 feet. Ustic Torriorthents, clayey, are highly variable according to the source of the material and the mode of deposition. The soils commonly are clay loam, gravelly clay loam, clay, and gravelly clay. They are more than 20 inches thick. Included in mapping are small cut areas and some undisturbed areas that have not been subjected to cutting and filling. Also included are small areas of Urban land. The included areas make up about 15 percent of the total acreage. Permeability of Ustic Torriorthents, clayey, is slow. The available water capacity ranges from low to high. Runoff is slow to rapid, and water erosion is a moderate to severe hazard. Soil blowing is a slight to moderate hazard. The shrink-swell potential is moderate to high. These soils are used mainly for community development and as landfills. Plantings are difficult to establish and maintain on these soils. A mulch of plant residue helps reduce runoff and soil blowing, improve tilth, and conserve moisture. Applications of manure and commercial fertilizers that contain nitrogen and phosphorus are needed to improve fertility. Selecting adapted plants is essential in establishing plantings. Planting on the contour helps conserve moisture and reduce erosion. Pebbles and cobbles should be removed for best results in landscaping. Supplemental irrigation is needed at planting time and during dry periods. The areas of Urban land are covered by streets, parking lots, sidewalks, buildings, and other impervious manmade structures. Because runoff is rapid, storm drains, natural drainageways, and land grading must accommodate heavy flows to prevent flooding downslope in areas that normally would not be subject to flooding. The main limitations to use of these soils for homesite development are slope, the shrink-swell potential, and low strength. Because the nearby cut slopes are moderately sloping to steep, structures to divert runoff from buildings and roads are needed. Buildings and roads should be designed to offset the limited ability of the soils to support a load. The risk of settlement can be minimized by compacting the building site before construction begins. The effects of shrinking and swelling can be minimized by proper engineering design and by backfilling with material that has a low shrink- swell potential and installing surface and subsurface 162 drains near foundations. Properly installec tile drains below the foundation and minimal surface watering near the foundation help to control seepage into basements and minimize the effects of shrinking and swelling. Cuts and fills should be seeded or mulched. Erosion and sedimentation can be controlled by maintaining an adequate plant cover. Cnsite investigation is needed to determine the potential and limitations of a specific site for a proposed use. These soils are in capability subclass Vlls. 167-Ustorthents, cooi-Rock outcrop complex, 15 to 5o percent slopes. The areas of this complex are on mountain slopes and ridges associated with the Fountain Formation. The average annual precipitation is 17 to 20 inches, the average annual air temperature is 43° to 47° F, and the average frost free season ranges from 76 to 125 days. Elevation is 6,500 to 7,800 feet. Ustorthents make up 65 percent of this complex, and Rock outcrop makes up 20 percent. The areas of each are so intricately intermingled that it was not practical to map them separately. Included in mapping are small areas of deep coliuvial soils on toe slopes and areas of soils that are on stable summits and have slopes of less than 15 percent. The included soils make up about 15 percent of the total acreage. Ustorthents are shallow to moderately deep, and they are well drained. They formed in noncalcareous, stony, gravelly, and sandy to loamy colluvium and in residuum dominantly of sandstone of the Fountain Formation. These soils vary in depth, amount of rock fragments, and texture. They generally have a thin dark surface layer that ranges from stony sandy loam t sandy m. stony sandy loam and overlies very gravelly Y c The hues are reddish, because red sandstone of the Fountain Formation is the main parent material of these soils. Permeability of the Ustorthents is moderately rapid. The available water capacity is low to moderate. The effective rooting depth is 10 to 40 inches. Runoff is rapid, and water erosion is a severe hazard. Soil blowing is a slight hazard. The depth to bedrock ranges from 10 to 40 inches. The shrink-swell potential is low. Rock fragments make up 35 to 80 percent of the volume. Rock outcrop consists of exposures of sedimentary rock, talus, and large boulders. Runoff in areas of Rock outcrop is rapid, and water erosion is a moderate to severe hazard. Ustorthents are used mainly as recreation areas, woodland, and habitat for wildlife. In some places they are used for community development. The native vegetation is mainly an overstcry of ponderosa pine and Douglas-fir and an understory of buffaloberry, some grasses, and (orbs. The wooded areas are managed mainly as habitat for wildlife, as watershed, and icr recreation uses.: are included in or are adjacent to ream communities; consequently, their esik major importance. Thinning overcraQ removing dead trees help to reduce 'g insect attack and to keep the trees tie productive. In constructing access 622 road drainage system and the placertj critical in controlling erosion. Spoil fr& must be protected to prevent rill and' sloughing. Sufficient ground cover is the soil from erosion. The establishment and maintena shrubs, trees, and garden plants are slope, depth to rock, and large stony contour helps conserve moisture and mulch of plant residue helps reducey and conserve moisture. Applications commercial fertilizers that contain At phosphorus are needed to maintain adapted plants is essential in establG Pebbles and cobbles should be rea in landscaping, particularly for lawns, land grading should be covered witli Supplemental irrigation is needed at during dry periods. If areas of this complex are used) development, the main limitations ai rock, and, in some areas, large stop needed to provide a sufficiently leve expose bedrock. The steepness ofd, concern in installing septic tank abs Absorption lines should be installed.. Effluent from an absorption field cal and create a health hazard. In cons streets, the practices needed to cod same as those used for roads in w< Preserving the existing plant cover, helps to control erosion. L This complex is in capability sub( Ustorthents, cool, are in the Mixed; group and in plant adaptability grqu 163-vaimont clay loam, 0 to z This is a deep, well drained soil on alluvial fans. It formed in calcareou underlain by calcareous, very cobb root material. The average annual p inches, the average annual air tem the average frost-free season is 13 Elevation is 5,200 to 6,500 feet. Typically, the surface layer is ne clay loam about 4 inches thick. Th 13 inches is neutral and moderate grayish brown and brow clay, in 1 is moderately alkaline, pale brown Time Intensity Frequency Curves 9.0 6.0 7.0 6.0 0 t 5.0 a a N d t u c B, 4.0 w c 3.0 2.( 1.( 0.( 0 10 20 30 40 50 60 Time (minutes) Wheat Ridge Annexation 41) 112005 Developed Runoff Coeffients Determination (USDCM VOL. 1) Percent Impervious /100 5od Types Vary Roofs: 0.90 Pavement: 1.00 Gravel 0.40 Grass: 0.00 uno Coeff. 5 Runoff Coeff. 10 Runoff Coeff. Basin Tot. Area Roofs Pavement Gravel Grass % Imn. YL.-* yr. • 1 00 yr.' 0511 30.9 From 2003 05P 50.00 0.40 0.4G O.GO 0512 2G.8 From 2003 05P 26.80 0.29 0.37 0.5G 0515 43.4 . from 2003 05P 45.00 0.37 0.44 0.59 051 G 2G.4 from 2003 05P 50.00 0.40 0.4G 0. GO 051 32.0 Residential 5mgle family 45.00 0.37 0.44 0.59 052 24.G Residential 5ingle family 45.00 0.37 0.44 0.59 053 3 2.3 Paved Street 100.00 0.90 0.92 0.9G 054 10.5 Existing Commereaal Area 95.00 0.82 0.84 0.89 055 1.2 Railroad embankment 0.00 0.15 0.25 0.50 Total 05 198.1 ' 51 25.G Coors water storage facility 0.00 O.OG 0.15 0.35 52 22.8 Commercial Area 95.00 0.81 0.83 0.88 53 2.5 Commercial Area 95.00 0.81 0.83 0.88 54 49.7 Commercial Area 95.00 0.81 0.83 0.88 55 10.8 Commercial Area 95.00 0.81 0.83 0.88 5G 12 7 Paved Street w/ landscaping 85.00 O.GG O.G9 0.75 57 6.5 Storm Dramage Easement 0.00 O.OG 0.15 0.35 58 5.G Paved Street w/ landscaping 85.00 O.GG O.G9 0.75 51 O 4.5 Minimal Development (creek runs through it) 10.00 0.14 0.22 0.40 Totals 140.7 N 1 19.8 Highway 58 85.00 0.GB 0.71 0.79 N2 5 .4 Commercial Area 95.00 0.82 0.84 0.89 N3 2G.8 Commercial Area 95.00 0.82 0.84 0.89 N4 1.8 Access Road 100.00 0.90 0.92 0.9G Total N G3.8 Basic equation for NRCS Soil Type B: Ca =(CCD +CA)/2 Basic equation for NRCS Soil Types C & D: *Cco =KcD + (0.858*i' - 0.786*i2 + 0.774*i+ 0.04) Basic equation for NRCS Soil Tvoe A: CA =KA + (1.31*i' - 1.44*i2 + 1.135*i - 0.12) in which use values for CA >0 in which: i = Ia1100, imperviousness ratio to = watershed imperviousness in percent CA = Runoff Coefficient for NRCS Soil Type A KA = Correction factor for CA when the storm return period is greater than 2-years Cco = Runoff Coefficient for NRCS Soil Types C and D KcD = Correction factor for CcD when the storm return period is greater than 2-years Values of Correction Factors X cns KA NRCS Stomi Rehm Period Soil Types 2-yr 5-yr 10-yr 25-yr 50-w 100-yr C&D 0.00 [-0.10'i+0.11 [-0.18*i+0.21] [-0.28'i+0.33] [-0.33'i+0.40] 'i+0.46] A 0.00 [-0.08'i+0.09 [-0.14'i+0.17) [-0.19'i+0.24] [-0.22'i+0.28] [-0.25-i+0.32] 0 Y CE G U N N N K O a Z N z zz m J Q z_ - o a z n F O C ~a w 6' K U z O m w ~ O O w w 5 r p o a d u 0 w 0 Y M O N O N N ' M t0 N m N m O r n r a m 0 0 m O n N O V t0 tT m O N N r ~ O r tT m O a n Q O t[l N tG fG t[) N Ih N N m N r N 1~ n C h cG ro t0 I~ (O Z Z N j (p N M M N N N N O m tD N N f0 M W r D7 O _ w tp N m [O d' It) N n 'V 1~ f0 Vl (O w a O M n M V O O ' O ' N I Q Z W O M t7 CJ M C] V M tN Yl M V < V d d Y K O } m O N ~ N M a N m M O O N N ' r m M C w w w O " OR ~ r m N .m- N a 1() v V m 1~ m (O w u) C'J N (J C') N CJ [h th V V th CJ M M h fV ("1 C'I M M rl O a o - m n a N ~o 0 o - m m - co ro n a N o m n Z F t9 - 7 a m r 0 m Lfl m lD m LD 0 0 m N N N m O m m m m 0 t m ~ N N W r m m m LD m m m m N n - LD O 0 Lfl 0 n - O m N a N 1~ n - m O a a m W r a a w a a u m _ _ } m N n m m m ~ 0 O u N N a a N m N m m m a L O V _ N - - - - - - - - - N _ - m - - - U N F Z J L O O O O n o O O O O m O o ro U p 0 ~o 0 N 0 a 0 m N m m m m m m 0 _ o m o ~ n m N m n m m m m 1D a m m m n m J ~ m o o r o ~o m m - n ~6 - ~ co p a n m ~o a a - ~ a ~o n o r` w - m co _ + ro n I ~ 6 V' a N N O m 6 0 u 6 0 0 0 N m m N m 0 m m n N co N l o o N t m n Lfl W O O O m - E N a~ m O r a a m N O o ~ 6 'i 4 u6 n m m m J w m r9 cp N 0 n n a 0 0 m V a N a t0 0 0 n - ~ n N j t N N m m m m N N N O - a m N N a a a N - - m O O O O O O O m O O 0 O - O m m n 0 0 0 o 0 a 0 o 0 0 o 0 m 0 OO 0 o B° 0 0 In m m m 0 o a u N m - N O a 0 N O l9 m N N N N N m m - - - O 0 0 0 O p Cl 0 p 0 m 0 0 z w 0 O o m O o - O N n N O m m 0 N '0 m N O m m m n w J - N - - - - _ _ m _ _ m m m O m m 10 0 U O n - a N m N m n m O U w o ~ N m m m N m a m O m m O O - W - m N u - u n m r n v m 1 m a U n N m - N n m U l9 5 _ w 0 0 0 o m 0 0 0 g 0 0 0 0 0 0 0 0 0 0 0 0 0 S° O O m m - m q m - o m m 0 0 o o O m m o N N N N N N - - N N O N O m N - N - m N N N N , ? 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N o O m N N N N m k m P M N p 8 ~ ~ N (Sd~) O N O 7 v ~ ~ ~ ~ m r N N v ~ O 4l m ~ O t0 - M V v n n n p n n n N m - O - N n ' M V N m N m m m N N N M M - V M m N N m O N n n N N O U) N n N N - V V m m ?141 I O n m N N W O w - m 10 - oJ O 03 n N - m m 7 n to M N M M N m vi m v V' m m M M M N M m M M M v (7V) N m to 0 to l9 n n V m N D - v m 10 N O m M `9 _ . n - O m - m O n m m u u 1 m 1 N V 0 (V n u 0 - m N 41 0 - `O N a6 16 O M O _ - N - . tl- o ~ N 0 O r v n 0 V ~ O O (LAIN) m 0 0 ~ t o m p 0 ~ V M. n L of tD 7 7 Id n 0 n M in ~ to 0 0 N m N N M O ui 7 ~ N G O 0 1- O N ~ yao0 v N M V M M 0 N O ~ of N 0 In O 0 O N N m })ouna 0 0 0 0 O O 0 0 0 0 0 0 0 0 O O 0 0 0 0 O O O 0 0 o O in N 0 O O O p c (0V) O W O t o ~ N ~ p m 47 IQ egiv O to m to N v N O _ m N N 0) O N O m V ~ N N - m N v N M N - N N v - - julo'l ' v u a m x Q) m m o N v m = m tn n o m n 6 a u 0 L - N N l0 _ Z g NISV9"9(1S N N m m N N N N N N N N O Z Z Z 0 0 0 0 O O c o o J ad/lllo5 3 ~ 3 3 ° B ro m m m m m m m m 1 1 1 e e o 0 0 E r U E U O N O O N. I? N K O K D Z Q F N N C) 00 O m K ~ c WaW O Q Y N m 0 Z V - LL Ue K N K " 0 ~ F O 5 W U 0w a N 0 .0 a ~ ~ o z O 0 u p Q N N ; ~ z > z c ~ f m N ~ N ~ N ~ l P O O + p N _ E N , a N - P W + a~ r 0 0 - O P Q O O ± D, 0 U P N +m N o oQ E o_ 0 ' a .s $ + o O c N 0 - i C N O_ E p N O 5 N E Na m Q.. NO E 0 + s m m 13 N O - m cV " W m 1n u N N + V + E N E - N O_ W N - c N z m O E N N 0 = P N lfl N `w 0 U " N s N ❑ p N N 0- O 2 0 S O O O K + + p 0 0 + L O N A + d m m o N W O - N N N i N O } N h u ip In O P N N N N 3 p O N O N N + + m m Z 00 O=- 0 p z + u m m + + + + _ + u_ M N + y M LD 00 0 N NN N + + Z O O O O z 0 0 O O O O (uIW) N N _ P 0 n n m Q m 71 N L9 - N W l9 O N N w (Gig) P m N N r r W v Q O _ O _ N ~ r J.LIOOl3A ~ M w Iii) 0 0 0 0 o p O O 00 0 0 0 m m o O N O HION3l - N N N m - O _ - N - N O 3ZIS V' N O w b U O O 3dld N P u P r m in m N N N N uil o N N N 3dO15 O 0 0 0 O 0 0 O O (SAO) mi - Z O n n r P N91534 - m - - M N N (SAS) N M N P N N P N 6l N Q N N N f~ N h P m P M U m O M m 6) - 'O LP N N r L9 O N M M N - m lD m - W m m Q N m N ?1H/NI N P l0 61 N P 0 P N ~O N O P D7 N Q m m in N N N m N N N U N (OV) m 0 'A Q O N N O (b N N N P m O P m O n _ uNj N N _ to O Q ' . O) Wn5 - - O 6) O N lD N h N U - 'q 47 O u6 4 (mW) N 0 N N N U - P P m N O m Jy m h I~ M N 0 r in u u in - m n F _ N M M - - - P _ - N (SAO) `a ~ Q " l 10 o N N m 0> Q Q Q N in P V m O p in r N m ~ I l . 0 N N Q Q ~ - N u n O N O , U P N l 6 _ - - bWN1 0 0 N Q N N N M IU N N N N l0 n n - ~ P N O O i. - N O P lD - a? m O N N N - O 1i O N Q P - h I N N lO LD N N A N N 6] N h N N P N l9 V u N N (7V) O U 47 6) N O . N r r tl.O V op N N N CJ Q N N m 6> N O 6) W 0 c i P 6 N m N N N P o~ - N M N _ 0 (u'W) m m pp O r O 0 N 6) u m m U - N N ~ U O G-) m P - lfl P U r O r P P - - O 0 M M _ n _ O Jy u N V V N O N N lU 6j l6 O O m N N N N m O LLj W })aoO O lp l0 N 61 N O lD 00 N 6) N u6 n 60 Q O N N m of Q. Q ~0 W ~ C] ~0 N 1~ N m N I~ O P 60 P 0~ N 0~ 10 u0 0 K young O O 0 0 O O 0 0 0 0 0 0 0 0 O O O O 6 6 O O p (Otl) °m m °P °v 00 t i V °Q ° o $ ° 0 O N 0 0 0 w eaJy O N N N N O _ N N N 0 N lD N P N N N - P m t U p '{ulOd P lD N m - N M P X l0 h N 61 N O _ N _ n _ o _ - _ M _ lU _ I~ _ ON 61 _ u6lsad - - _ - NIStl6'9nS N N US N O 0 N N N N N 0 N N N Z Z z z O O O O O 0 0 ad,cl pog e p s p P O p (3 IS IS p s m m m m m m 0] 0 m p p a p q e O N c m u `o a U `o N N U V O O c N K 3 NN T N N O O O N O N N 0 W O N n m Basin Runoff Summary Table Sub- Developed Basin ea Fiows Basin Design Point Area (acres) 05 Q100 OS11 114 30.90 38.01 107.89 OS12 116 26.80 21.21 76.94 OS15 124 43.40 53.67 159.82 OS16 139 26.40 34.00 96.50 OS1 1 32.00 34.46 102.62 OS2 2 24.60 27.48 81.83 OS3 3 2.30 7.87 15.72 OS4 4 10.50 27.16 55.52 OS5 18 1.16 0.80 4.96 S1 N/A 25.62 N/A N/A S2 6 22.80 57.36 116.98 S3 7 2.50 7.77 15.85 S4 8 49.70 123.54 251.95 S5 9 10.80 33.27 67.85 S6 10 12.70 31.45 67.40 S7 12 6.50 0.99 10.85 S8 14 5.60 11.60 24.85 S10 15 4.51 2.16 11.96 N1 16 19.80 47.86 103.25 N2 17 15.40 43.29 88.48 N3 20 26.80 82.99 169.64 N4 19 1.80 7.49 14.97 Cumulative Flows Design Point Cumulative Routed Peak Flows Contributing Basins 05 Q100 116 OS12, OS16 43 137 114 OS11, OS15 80 232 102 from OSP Stud 157' 693 1 OS16, OS12, OS15, OS11, OS2, OS1 131 395 2 OS16, OS12, OS2 57 178 3 OS3 8 16 4 OS4, S3 34 69 5 S2, S5 81 164 6 S2 57 117 7 S3 8 16 8 OS3, S6, S8, S4 155 319 9 S5 33 68 10 OS3, S8, S6 50 85 11 OS3, S2, S5, S6, S8, S4 227 466 I 12 OS16, OS12, OS15, OS11, OS1, OS2, S7, (+Q5 flows from golf course) 273 510 13 OS4, S3, OS3, S2, S5, S6, S8, S4 244 503 14 OS3, S8 18 37 15 S10 2 12 16 N1 48 103 17 OSS, N2 44 92 18 OS5 1 5 19 N4 7 15 20 OSS, N2, N3, N4 114 235 The 2001 Applewood OSP future 5-Yr storm flow at DP 102 is 203 cfs. Of its 203, approx. 46 cfs is tributary from basins already in the interceptor Iswale. The remaining is 157 cfs. AnlNcX, )10.,v .f 4-6TclZ b;2*1,~AGE s- kbY 2 0 .k-/ / y 4C- S G14 6 /t't+T I C_, p 5;' r .4 Wit-/ ZCos- i i r7777`t~ tzi ~ t Ct 5 T ' . _ t~ gpp t J-1 : r 111 l WEST 3 D A NUE `~u }1~;~~I. 2 0 ~,.~I ~'1 11~L L I~I v 1 J ` ~ iI 'I R r Ifs P 3 ! 4 f 3 O I ` ! i Lr LEGEND ROCKY i G . r - MOU _ w --tr U °Q _N ~NI_u DI C s ,d , WATERSHED BOUNDARY J' LEE STEWART SUBWATERSHED BOUNDARY N~ a~ O SUBWATERSHED NUMBER Rq -TCy of L WEST 26TH 'a NUEf ^~c I l FLOODPLAIN CULVERT c~ ` % :r° i.. A F . ~ro TO EAST i aa~°~` c i'c a B jj : I~~~ cc ~ cam.-c '-a \ `L \ V♦ cdt• c .c 9 `J M v" 1 = r _ i o =oo laoo Ixo WEST 20TH AVENUE SCALE: I"= 1000' Pg 2-7 '.I ERSON COUNTY APPLEWOOD OUTFALL SYSTEMS PLAN AND FLOOD CONTROL DISTRICT SUBWATERSHED DELINEATION FIGURE 2-? 2oc1 b5P Table 2-4 Applewood Outfall Systems Plan Peak Flow Rates for Key Locations .4 in 2 Year 5 year 10 Year 50 year 100 Year Location DP* Existing Future Existing Future Existin Future Existing Future Existin Future Existin Future Berry Road and 120 8 8 34 34 59 59 80 80 132 132 172 172 Kendrick Kendrick and West 110 11 11 50 50 81 81 107 107 181 181 234 234 32nd Av. Indiana and West 32nd I11 15 19 67 83 109 137 142 179 231 293 288 366 , Av. Eldridge and West 112 35 36 154 163 253 266 320 334 502 527 610 640 32nd Av. Creighton Drive and 127 14 15 53 57 79 87 98 109 166 188 197 222 Eldridge , 30th Avenue and Eldidge 122 1:8 19, 80 86 125 136 161 174 242 260 295 324 Braun Ct. and West . 114 7 8 31 33 48 52 63 67 108 115 131 139 32nd Av. Crabapple Road and 215 11 11 48 48 81 81 106 106 166 166 192 192 West 32nd Av. Alkire and West 26th 125 14 14 60 60 99 99 130 130 210 210 265 265 . Av. Alkire and West 32nd 5 21 22 36 37 47 48 76 79 95 99 Av. 116 5 Coors Drive and 20th 6 27 27 40 40 50 50 82 82 95 95 Av. 136 6 Watershed Outfall North of Applewood Golf Course 102 22 26 102 118 174 203 237 274 480 552 637 728 "DP=Design Point; flows in cubic feet per second (cfs) Table 2-5 Street Flow Capacities Future Street Conditions Flows (cfs) Capacity Street Drainage (cfs) 2-Year 5-Year 10-Year Kendrick Two lane with median, full 60 50 81 107 curb and gutter Indiana Roadside ditches 26 83 .137 179 Eldridge Roadside ditches 42 163 266 334 Crabapple Two lane with median, 30 48 81 106 roadside ditches Alkire Mostly roadside ditches 36 22 37 48 Bold Indicates flow in excess of street capacity Applewood Outfall Systems Planning Report 2-11 ocTcae'~ 2-6301 V LEGEND lO SUB-CATCHMENTS 1-99 00 DESIGN POINT 100-199 200 CHANNEL 200-299 17 DIVERSION V.& ELDRIDGE ST - COORS WATER STORAGE PONDS 2 NORTHEAST CORNER APPLEWOOD GOLF COURSE co3/lze S-Yk F~o~os~ioo Y~2 F-01"/ AT ALKIRE ST. ROCKY MOUNTAIN DITCH AT ALKIRE ST. COUNTY )OD CONTROL DISTRICT 647-0g6le-, ?-00/ APPLEWOOD OUTFALL SYSTEMS PLAN FIGURE SWMM ROUTING DIAGRAM ?F'L (c/vim FIAT 45 e,10A/f-11710AfS - 6-5"64(? SV,IAA ( "06S-- - OC r 0ZZ ~ ZOO/ O5P CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CPS) (FT) (AC-FT) (HR/MIN) 131 43. (DIRECT FLOW) 0 30. 221 38. .2 0 35. 140 3. (DIRECT FLOW) 0 25. 139 24. (DIRECT FLOW) 0 30. 132 40. (DIRECT FLOW) 0 30. 128 57. (DIRECT FLOW) 0 25. 119 24. (DIRECT FLOW) 0 30. 212 40. .1 0 35. 135 36. (DIRECT FLOW) 0 25. 211 44. 1.1 0 30. 130 59. (DIRECT FLOW) 0 25. 214 22. .2 0 35. 138 17. (DIRECT FLOW) 0 30. 120 59. (DIRECT FLOW) 0 30. 124 50. (DIRECT FLOW) 0 30. 123 41. (DIRECT FLOW) 0 25. 127 87. (DIRECT FLOW) 0 25. 116 37. (DIRECT FLOW) 0 30. 207 55. .2 0 35. 133 39. (DIRECT FLOW) 0 25. 141 89. (DIRECT FLOW) 0 25. 210 84. .4 0 30. 134 53. (DIRECT FLOW) 0 30. 203 30. .4 0 40. 118 32. (DIRECT FLOW) 0 30. 121 75. (DIRECT FLOW) 0 30. 110 81. (DIRECT FLOW) 0 30. 215 81. .3 0 30. 122 136. (DIRECT FLOW) 0 30. 114 52. (DIRECT FLOW) 0 40. 224 68. .2 0 35. 206 69. .4 0 35. 218 74 .5 0 35. 209 133. .5 0 30. 129 35. (DIRECT FLOW) 0 30. 113 32. (DIRECT FLOW) 0 30. 202 49. .6 0 40. 111 137. (DIRECT FLOW) 0 35. 112 266. (DIRECT FLOW) 0 30. 105 49. (DIRECT FLOW) 0 40. 136 40. (DIRECT FLOW) 0 30.. 223 60. .1 1 15. 222 103. .2 0 55. 201 46., .6 0 50. 106 16. (DIRECT FLOW) 0 25. 213 25. .2 0 35. -104 5. (DIRECT FLOW) 0 25. 103 4. (DIRECT FLOW) 0 25. 102 203. (DIRECT FLOW) 1 0. 101 29. (DIRECT FLOW) 0 30. 142 0. (DIRECT FLOW) 0 0. 125 99. (DIRECT FLOW) 0 30. 107 68. (DIRECT FLOW) 0 30. CONVEYANCE PEAK STAGE STORAGE TIME (HR/MIN) ELEMENT (CPS) (FT) (AC-FT) 131 105. (DIRECT FLOW) 0 35. 221 105. 3 0 35. 1 5 140 13. (DIRECT FLOW) . 139 62. (DIRECT FLOW) 0 35. 132 114. (DIRECT FLOW) 0 35. 128 144. (DIRECT FLOW) 0 30. 119 62. (DIRECT FLOW) 0 35. 212 112. •3 0 35. 135 88. (DIRECT FLOW) 0 30. 211 119• 2.0 0 35. 0 30 130 140. (DIRECT FLOW) . 214 60. •3 0 35. 0 35 138 39. (DIRECT FLOW) . 120 172. (DIRECT FLOW) 0 35. 124 120. - (DIRECT FLOW) 0 30. 123 96. (DIRECT FLOW) 0 30. 127 222. (DIRECT FLOW) 0 30. 116 99. (DIRECT FLOW). 0 35. 207 169. .4 0 35. 0 30 133 89. (DIRECT FLOW) . 141 217. (DIRECT FLOW) 0 30. 210 203• 6 0 35. 0 30 134 134 124. (DIRECT FLOW) . 203 77. '6 0 45. 0 35 118 78. (DIRECT FLOW) . 121 192. (DIRECT FLOW) 0 35. 110 234. (DIRECT FLOW) 0 35. 215 192. .5 0 35. 0 35 122 324• (DIRECT FLOW) . 114 139. (DIRECT FLOW) 0 35. 224 191. • 5 0 35. 0 45. 206 200. .7 0 40. 218 182' 8 0 35. 209 312. 81 •7 (DIRECT FLOW) 0 35. 129 113 . 76. (DIRECT FLOW) 0 35. 202 132. 9 0 45. 0 40 111 366. (DIRECT FLOW) . 112 640. (DIRECT FLOW) 0 35. . 105 132. (DIRECT FLOW) 0 95 136 95. (DIRECT FLOW) 0 30. 223 232. •3 1 10. 0 55. 222 378. .4 0 50. 201 128. 38 .9 (DIRECT FLOW) 0 30. 106 . 3 0 40. 213 74. 13 . (DIRECT FLOW) 0 30. 104 . 12 (DIRECT FLOW) 0 30. 103 102 . 728. (DIRECT FLOW) 1 0. 101 69. (DIRECT FLOW) 0 30. 142 0. (DIRECT FLOW) 0 0. 125 265. (DIRECT FLOW) 0 35. 107 179, (DIRECT FLOW) 0 35. A- 48 Curve Plotted Curves for Trapezoidal Channel Project Description Worksheet Flow Element Method Solve For Channel Options Trapezoidal Channel Manning's Formula Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 ft /ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Attribute Minimum Maximum Increment Discharge (cfs) 100.00 600.00 50.00 Bottom Width (ft) 4.00 8.00 4.00 Worksheet: Channel Options vs Discharge Varying Bottom Width 4 . Dept - 00 ft - ~ - - 5.0~ - , , . ; , B.OOft Q U 3 4 v - - NoTE , I 5 3. h IP-015C7t0 4 :FKOP Y 4 TD:=B v Nitz2 AP 102 WmEM l-Iii,30Z, Ft p v F20M (aQt.f i Cou4 ! AC J±DDCD M 3.0 ' G1LkNNtat . N 2.5 -VA 0.W . . . . Ai - - - 2.0 ~ o J~; I m k 1.5 100.0 150.0 200.0 250.0 300.0 350.0 400.0 450.0 500.0 550.0 600.0 Discharge (cfs) Project Engineer: Martin/Martin Inc. untitled.fm2 Martin & Martin FlowMaster v6.1 [6140] 04/12105 03:08:26 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Trapezoidal Channel Project Description Worksheet Upper Interceptor Channel Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 ft/ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 4.00 ft Discharge 400.00 cfs Results Depth 3.92 ft Flow Area 772 ft' Wetted Perimeter 36.35 It Top Width 35.38 ft Critical Depth 3.16 It Critical Slope 0.011172 ft/ft Velocity 5.18 ft/s Velocity Head 0.42 It Specific Energy 4.34 ft Froude Number 0.62 Flow Type Subcritical Project Engineer: Martin/Martin Inc. untitled.fm2 Martin & Martin FlowMaster v6.1 [5140] 04112/05 02:53:45 PM © Haestad Methods, Inc. 37 Brookside. Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Worksheet Worksheet for Trapezoidal Channel Project Description Worksheet Lower Interceptor Channel Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.030 Slope 0.004000 ft/ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 8.00 ft Discharge 510.00 cis Results Depth 3.93 ft Flow Area 93.2 ft2 Wetted Perimeter 40.41 ft Top Width 39.44 ft Critical Depth 3.14 It Critical Slope 0.010830 fUft Velocity 5.47 ft/s Velocity Head 0.46 ft Specific Energy 4.40 It Froude Number 0.63 Flow Type Subcritical Project Engineer: Martin/Martin Inc. untitled.fm2 Martin & Martin FlowMaster v6.1 [6140] 04/12/05 03:00:36 PM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Page 1 of 1 Table Rating Table for Circular Channel Project Description `SFD f7oR P12C-LIMIn1rccT,,9. Worksheet Circular Channel-1 5IZItJC7 OF F-T-DEM ScWIEIL Flow Element Circular Channel, Method Manning's Formula WV"' Solve For Full Flow Capacity Input Data Mannings Coefficient 0.013 Slope 0.005000 ft/ft Attribute Minimum Maximum Increment Diameter (in) 18 96 6 Diameter (in) Discharge (cfs) Depth (n) Velocity (ft/s) Flow Area (ft') Wetted Perimeter (ft) Top Width n) 18 7.43 1.50 4.20 1.8 4.71 0.00 24 16.00 2.00 5.09 3.1 6.28 0.00 30 29.00 2.50 5.91 4.9 7.85 0.00 36 47.16 3.00 6.67 7.1 9.42 0.00 42 71.14 3.50 7.39 9.6 11.00 0.00 48 101.57 4.00 8.08 12.6 12.57 0.00 54 139.04 4.50 8.74 15.9 14.14 0.00 60 184.15 5.00 9.38 19.6 15.71 0.00 66 237.44 5.50 9.99 23.8 17.28 0.00 72 299.45 6.00 10.59 28.3 18.85 0.00 78 370.70 6.50 11.17 33.2 20.42 0.00 84 451.70 7.00 - 11.74 38.5 21.99 0.00 90 542.94 7.50 12.29 44.2 23.56 ; 0.00 96 644.90 8.00 12.83 50.3 25.13 0.00 Project Engineer: Martin/Martin Inc. untitled.fm2 Martin 8 Martin FlowMaster v6.1 [61401 01/03105 04:02:44 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1665 Page 1 of 1 Wheat Ridge Annexation WATER QUALITY VOLUMES r 11.1 rnvrwMu vvivvi ~,v~~~ BASIN S2 TOTAL ACRES = 22.80 Developed Area Imperviousness( 1) = 95.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 1.020 acre-feet WQCV = 44,418 cubic feet a= 1 Storage= a (0.91 i3 - 1.19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness BASIN S3 TOTAL ACRES = 2.50 Developed Area Imperviousness (I) = 95.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.112 acre-feet WQCV = 4,870 cubic feet a= 1 Storage= a(0.9113- 1 .19i2 + 0.781) where a = varies with desired drain time i = developed area imperviousness BASINS S4 OS3 S6 S8 TOTAL ACRES = 70.30 Developed Area Imperviousness (I) = 92.6% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.42 inches Required Drain Time WQCV = (Storage/12) * Area *1 .2 Hours (40, 24, 12, 6) = 40 WQCV = 2.981 acre-feet WQCV = 129,865 cubic feet a= 1 Storage = a (0.91 i3 - 1.19i2 + 0.781) where a = varies with desired drain time 1 = developed area imperviousness Wheat Ridge Annexation WATER QUALITY VOLUMES !lnllCCll /"4lNl'IITIIlNC BASIN S5 TOTAL ACRES = 10.80 Developed Area Imperviousness( 1) = 95.0% Water Quality Volume Req. Storage (Fig. SQ-2) _ 0.45 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.483 acre-feet WQCV= 21,040 cubic feet a=1 Storage = a (0.91 i3 - 1.19i2 + 0.781) where a = varies with desired drain time i = developed area imperviousness BASIN S10 TOTAL ACRES = 4.51 Developed Area Imperviousness (I) = 10.0% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.07 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 0.030 acre-feet WQCV = 1,316 cubic feet a= 1 Storage= a (0.91 i3 - 1 .19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness BASINS OS5 N2 N3 N4 TOTAL ACRES = 45.16 Developed Area Imperviousness (I ) = 92.8% Water Quality Volume Req. Storage (Fig. SQ-2) = 0.43 inches Required Drain Time WQCV = (Storage/12) * Area *1.2 Hours (40, 24, 12, 6) = 40 WQCV = 1.923 acre-feet WQCV = 83,783 cubic feet a= 1 Storage = a (0.91 i3 - 1 .19i2 + 0.78i) where a = varies with desired drain time i = developed area imperviousness L Q) ~ r ~ Cumulative Flows Basin Runoff Summa z Cumulative Routed De~ei PROPOSED ALIGNMENT OF 20'X5' CBC ~ ~ ~ 5 4, ~ 1~ ~ EAST COORS TECH. CENTER Q100 = 928 CFS ~ ~ ~ ~ I t ~ Design Peak Flows L= PER FAIRMOUNT AREA OUTFACE SYSTEM 1~ I \ 1.16 Point Sub- PLANNING -PRELIMINARY DESIGN REPORT ~ I~ 50 ~ ~ ~ ~ ~ Contributing Basins Q5 Q100 Basin Design Point Area (acres) ~ c 116 OS 12, OS 16 43 137 . FINAL ALIGNMENT TO BE COORDINATED ~a-~ ~ v~ c, OS 11 114 30.90 3 114 OS 11, OS 15 80 232 OS 12 116 26.80 2 102 from OSP Study 157* 693 OS15 124 43.40 5 ~ 1 OS 16, OS 12, OS 15, OS 11, OS2, OS 1 131 395 OS 16 139 26.40 3 ~ ` 2 OS 16, OS 12, OS2 57 178 W/ FAIRMOUNT PRIOR TO CONSTRUCTION, . l i~ ~ ~ r 100- YR. FLOOD PLAIN ~ ~ ~ ~ ~ ~'E~ . , FIRM PANEL 0805900194E \ ~ i ~ , ; OS 1 1 32.00 3 z-, 3 OS3 8 16 OS2 2 24.60 2 ~ 4 OS4, S3 34 69 OS3 3 2.30 7 JUNE 17, 2003 ~ r / Sl~OUG~I + ~ r DITCH o~ ~ 5 S2, S5 81 164 OS4 4 10.50 2 6 S2 57 117 OS5 18 1.16 0 z - ,ti\ 1 ~ ~ ~1 ~ i ~ ~ ~ ~ ~ ~ 'i 7 S3 8 16 ~ ~ , ~i 8 OS3, S6, S8, S4 155 319 S1 N/A 25.62 f 9 S5 33 68 S2 6 22.80 5 10 OS3, S8, S6 50 85 S3 7 2.50 7 ~ ~ I ~ l~ ' ~ N 2 ~ 1 11 OS3, S2, S5, S6, S8, S4 227 466 S4 8 49.70 12 ~ OS16, OS12, OS15, OS11, OS1, OS2, S5 9 10.80 3 ~2 S7, (+Q5 flows from golf course) 2~3 510 S6 10 12.70 3 13 OS4, S3, OS3, S2, S5, S6, S8, S4 244 503 S7 12 6.50 0 ~'t _ i - ~ uN~ ~ µ ~ ( r .FUTURE s+ ~ COORS ~ I ~ ~ ~~'~I COMMERCIAL ~ l 4E PARCEL ~ ~ ~ ~ II ~ DEVELOPMENT i j, ,r,~~~ DROP INLET AT END OF SWALE \ r / l~ ~ //f~ Q100=510CFS S~ ~ ~ / r ~ I'' 14 OS3, S8 18 37 S8 14 5.60 1 W 15 S10 2 12 S10 15 4.51 2 u t 16 N1 48 103 Y 3-60" RGP STORM PIPES .15 \ `t ~ ~ ~ r sue' THROUGH RIGHT-OF-WAY 4.51 50 ~ j ./o'~ / ti ~f- -3-- ~ ` ~ i 17 OSS, N2 44 92 N1 16 19.80 4 18 OS5 1 5 N2 17 _ 15.40 4 19 N4 7 15 N3 20 26.80 S 20 OSS, N2, N3, N4 114 235 N4 19 1.80 7 f RELEASE THROUGH ENERGY % r-7' e 7 ~ DISSIPATER INTO CLEAR CREEK. ~ ~ f~/~%~~`~~ . S~ ~1~ ~ r / fit i ~ _ r J _ i t t~ cP ~ L - ' r t r storm flow at DP 102 is 203 cfs. Of / 1 ~ The 2001 Applewood OSP future 5-Y _ ~ - J EX. COORS 100 FT. I; ~ (~{~(1 ~ ~ \ f \ I_ i this 203, approx. 46 cfs is tributary from basins already in the interceptor ~ ~ i 1 RESERVOIRS RESERVED ~ ~ ; ~~,I i~ 1~'~t~l, l TRACT L ~ ' ~ ~ • -W ~ ~ l ~ ~ ~Ilr'~ 1I~1` 1 r• 3 swale. The remainin is 157 cfs. ~ f ti i ~1 ~ ~ Y _r..,~ `yf ~ `1 I lali~ _ u . _ -i c_ ~ li ~ / l / U^ LEGEND n _ ~ ~ , ' ~ ~ ~ ~i~~l III c.~ BASIN BOUNDARY ~ ~ ~ ~ ~ ~ C- ~Ir SUB-BASIN BOUNDARY EXISTING _ _ ti~_-'_ . E ~-~RESIDENTIA~ I I ~a DIRECTION OF FLOW r DEVELOPMENT / / J } ' I ~ sue,:, . ti_~._~1_.l_l._=- 1 ~ m DESIGN POINT ~ I! ~C~ , - ( ~ ~ 1~ ~ f_ ~ ~ ti ~ ~ ~ ~ BASIN g C5 1 14 , r OS1 , / l 1.25 .93 / , ~ i ~ 32.0 59 I ~ t _ ~ H1SCH IIV UJ~ ~ ~ f ~ ~4~ o~ ~ i~ ~ , , ~ .~,w < < t ~ ~ ~ ~ _ _ ~ 1 , i I ® a Iili 1 IS 6 1 U 1 l S 1 \ YTSliI. ACRES 37 i~~ ~ . 42 RCP j~~/!' ~ f / ~ j 1 1 ~`~{I~` 4I~ li~~ ~ = N~ ~ 434 59 ~ i o Q100=68CFS ~ ~ ,r' ~ / ~ 1 ` + % ~ I : ,III ( ~ f ' II 1 ~1 - ~ ~ _ T~ 1 t ~ ; . I s~ . ~ , I ~ i ~ ~ ~ fi~ j'''°9 2 .8 ' 9 ~ l ~ ~1 ,1, f~ s~ m II ~ ~ ----r-~ 30.9 ~ ~ ~ ~ ~ 200 100 ~ 200 400 6a ~ ~ ~ to ' 'i i L SCALE 1 200' i ~ a, b~ ~ t L { ~ ~ ~ ~ ~ III ~ ~ ~ ~y~l ~ - ~ ~ ~ I~ jT M-~ i _ 1~, ~ V s ~ 5~ ~ ALKIRE WA ~j =T c 1? A~....,EXISTING 116 ~~~..~RESIDENTIAL DEVELOPMENT ~p - .--~A KIRE ST.' dSZ x ;L ~ i ! t a i C , i 24.s OS1 ~ ~ ~ , { } ~ 26.4 60 ALKiRE CT. _ YK _ ~ ~ I 1 Imo-INTERCEPTOR SWA o ~ ~ 1 I CONVEY RESIDE ZINNlA CT. ` ~ 1 t, _ DRAINAGE a~ ~ 0S1 ~ s ~ c~i z 26.8 56 ~ 3 7~l^ I S 0 96 i ~ - r ~ i. ~ ~ F- r~ 1 (i ~ ~ _ . r ~t ~ d_ t-- -f . ~ ~i , . - o z ~ ~ { a~ a I I I r' 4:: i EXISTING ~ ~ _ COMMERCIAL i c~ - DEVELOPMENT 's'J F° -F i ~ ,i _ _ 1 t ~ a~ ~ - - _ . - - s _._1 ~ ti _ - _ ~ . ~ _ .~--r-_-..~. _ y .l tea o ~ ` _ r ~ I - ~ I ~s - - f 1 J uru. -  S T. YOUNGFIEL YOUNG'IELD ST, amM ~lj o y l- L_ l1! U ~ I i U~ 3 ~ I a OL CL R 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of Wheat Ridge March 9, 2005 Ms. Nannette Neelan Assistant County Administrator 100 Jefferson County Parkway Golden, CO 80419 Dear Ms. Neelan, Thank you for your letter dated February 24, 2005 concerning the annexation of the Cabela's/Coors parcel. I will attempt in this letter to address the concerns you have raised. The annexation ordinance and map have been recorded, so the annexation is official. On the annexation map, we changed the reference to Book Number 1955 to 1855. While the annexation creates an enclave and the Table Mountain Animal Shelter is located within the enclave, the Municipal Annexation Statute allows us to unilaterally annex an enclave only after the property has been surrounded for three years. Even though the statute enables us to annex the enclave, it doesn't require us to. Hopefully, there will be some resolution to the animal shelter and any land swap by then. In the interest of fostering good working relationships with other local governments, I would hope we wouldn't pursue annexation of the enclave without the County's consent. On a related matter, the list attached to your letter cites C.R.S. 31-12-107 (6) which prohibits the annexation of an area if an annexation election has been held within the previous twelve months. We are unaware of any annexation election affecting the properties involved. We are not sure how this portion of the annexation statute applies to the Jefferson County ownership. Traffic studies are on-going. FHU is compiling the information necessary for the 1601 process and I anticipate amendments to the traffic impact study will be submitted to the City as part of our zoning process. I will make sure you receive a copy when we do. The applicant continues to work with County Open Space staff to arrive at a good solution to the trail connection. The contractor performing the excavation and fill is required to obtain the appropriate permits from the State for air quality and stormwater runoff. We are setting up the process for neighbors to call in with complaints and they will be informed of the procedure at a meeting that is occurring on March l0a'. I believe the covenants have been recorded and apply to all of the Cabela's and Coors land that was annexed. Arguably the covenants you cite could apply to an animal shelter. I would offer that as part of your negotiations with Cabela's on the land trade, a condition of the trade be that the covenants would be amended so that they don't apply to the new site. The covenants would still apply even if we disconnected the site from the City, so an amendment to the covenants is probably the best course of action for the County. The floodplain review is being addressed as part of the temporary access crossing and the permanent creek crossing for Cabela Drive. Martin/Martin engineers, Tim Paranto, and Urban Drainage have been involved in these issues. Just to let you know, we are recommending that Cabela's obtain the easement across County property prior to approval of the plat so that we are assured that Cabela Drive is continuous and doesn't dead-end at the Creek. I am not certain what the time frame may be for the County to grant this easement. As a condition of approval, we will request that the applicant agree to contact the County Historical Commission to arrange for documentation of the Salter house. As I understand the arrangement with the Salter family, Cabela's will own the property, but a life estate will be placed on the property enabling Ms. Salter to live on the property until she passes away. It will then revert entirely to Cabela's ownership and demolition is planned. That would be the appropriate time to have the Historical Commission conduct the documentation. There has not been a Phase II environmental assessment prepared. I hope this answers your questions. Thank you for responding. If I can answer any other questions, please call me at 303-235-2844 or email me at awhite@ci.wheatridge.co.us. Sincerely, ~~)l (mac r W~ Alan C. White, AICP Community Development Director cc: Randy Young, City Manager 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 f The City of Wheat Ridge March 7, 2005 Faye Griffin County Clerk and Recorder Jefferson County, Colorado 100 Jefferson County Parkway Suite 2560 Golden, Colorado 80419 Dear Ms. Griffin: Pursuant to C.R.S. 31-12-113(2)(a)(Il)(A), enclosed please find three (3) certified copies of an annexation ordinance and map, dated February 28, 2005, annexing certain territory to the City of Wheat Ridge, Colorado. One copy is to be recorded with the Jefferson County Clerk and Recorder. As required by C.R.S. 31-12-113(2)(a)(II)(B), please file one copy of each with the Division of Local Government in the Department of Local Affairs, and one copy with the Department of Revenue. Attached is a form of letter you may find useful in transmitting the maps and ordinances to the state departments. Please do not hesitate to contact me if you have questions. Sincerely, L ` aiL Alan C. White, AICP Community Development Director Attachment Division of Local Government Department of Local Affairs 1313 Sherman Street State of Colorado Department of Revenue -Sherman Street State of Colorado Re: Annexation Ordinance and Map: City of Wheat Ridge, Jefferson County, Colorado Dear and Pursuant to C.R.S. 31-12-113(2)(a)((II)(B), enclosed please find, for each of the above- listed agencies, one certified copy each of an annexation ordinance and map, dated February 28, 2005, annexing certain territory to the City of Wheat Ridge, Colorado. This letter requests that the Department of Revenue, as required by the statute, take the actions specified in C.R.S. 31-12-113(2)(a.5). In the event this mailing raises questions, please do not hesitate to contact me. Sincerely, Faye Griffin County Clerk and Recorder, Jefferson County Enc. JEFFERSON COUNTY RECORDING SYSTEM RECEIPT 0. 436266 CREATED..: 3/07/2005 10:54:43 CASHIER..: SS ISSUED TO: RC074-WHEAT RIDGE CITY CLERK FOR. DDC1:F2181788-F2181789 03/07/2005 10:54 (14124) RECORDINGS TYPE CHARGES BATCH 37.00 37.00- .00 .00 .00 RECEIPT TOTAL 37.00- HOW PAID: CHECK: CASH: CORDER: PRE-PAID-ACCT RC074 BEG.BAL: 2,012.75 BAL.ADJ: 37.00- END.BAL: 1,975.75 THANK YOU QJ ` ~ 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 March 3, 2005 Faye Griffin County Clerk and Recorder Jefferson County, Colorado 100 Jefferson County Parkway Suite 2560 Golden, Colorado 80419 Dear Ms. Griffin: The City of Wheat Ridge Pursuant to C.R.S. 31-12-113(2)(a)(11)(A), enclosed please find three (3) certified copies of an annexation ordinance and map, dated February 28, 2005, annexing certain territory to the City of Wheat Ridge, Colorado. One copy is to be recorded with the Jefferson County Clerk and Recorder. As required by C.R.S. 31-12-113(2)(a)(II)(B), please file one copy of each with the Division of Local Government in the Department of Local Affairs, and one copy with the Department of Revenue. Attached is a form of letter you may find useful in transmitting the maps and ordinances to the state departments. Please do not hesitate to contact me if you have questions. Sincerely, ~&C4~~ Alan C. White, AICP Community Development Director Attachment Division of Local Government Department of Local Affairs 1313 Sherman Street State of Colorado Department of Revenue -Sherman Street State of Colorado Re: Annexation Ordinance and Map: City of Wheat Ridge, Jefferson County, Colorado and Pursuant to C.R.S. 31-12-113(2)(a)((II)(B), enclosed please find, for each of the above- listed agencies, one certified copy each of an annexation ordinance and map, dated February 28, 2005, annexing certain territory to the City of Wheat Ridge, Colorado. This letter requests that the Department of Revenue, as required by the statute, take the actions specified in C.R.S. 31-12-113(2)(a.5). In the event this mailing raises questions, please do not hesitate to contact me. Sincerely, County Clerk and Recorder, Jefferson County Enc. RECEPTION NO' ( t: 1 788 3/07/2005 ...454007 F'Ge 001-005 PG FEE: 26.00 STATE DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO INTRODUCED BY COUNCILMEMBER Stites Council Bill No. 01-2005 Ordinance No. /~E~9" Series of 2005 4 9~- TITLE: AN ORDINANCE ANNEXING TO THE CITY OF WHEAT RIDGE UNINCORPORATED TERRITORY KNOWN AS THE f S CABELA'S/COORS/SALTER PROPERTY LOCATED IN JEFFERSON t COUNTY. WHEREAS, pursuant to the laws of the State of Colorado, there was presented to the City Council of the City of Wheat Ridge, Colorado, a written petition for annexation to the City of that property described in attached Exhibit A, being contiguous unincorporated territory contiguous to the City and lying in the County of Jefferson, State of Colorado (the Property); and WHEREAS, the Property is further described on the Annexation Map attached hereto as Exhibit B; and WHEREAS, the Petitioners constitute more than fifty percent (50%) of the owners, and owning more than fifty percent (50%) of the Property; and WHEREAS, the City Council has conducted a public hearing following public notice as required by law to determine the eligibility for annexation of the Property; and WHEREAS, the City Council has satisfied itself concerning the eligibility for annexation of the Property, and concerning the conformance of the proposed annexation to the applicable law and the annexation policy of the City; and WHEREAS, the City Council hereby finds that the Property is eligible for annexation to the City and that the proposed annexation conforms with applicable law and the annexation policy of the City. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO: Section 1. The annexation to the City of Wheat Ridge, Colorado, of that Property described in attached Exhibit A, lying in the County of Jefferson, State of Colorado, meets all requirements of law and the annexation policy of the City of Wheat Ridge, and the same is hereby approved and made effective. Section 2. Zoning of the Property shall be accomplished within the time established by C.R.S. 31-12-115 and the procedures established by the Home Rule Charter and Code of Laws of the City of Wheat Ridge. Section 4. Immediately upon completion of the filing required by Section 6 hereof, the annexation shall be effective and the Property shall become subject to the laws of the State of Colorado pertaining to cities and to the Charter and all ordinances, resolutions, rules and regulations of the City of Wheat Ridge. Section 5. One copy of the Annexation Map, together with the original of this Ordinance, shall be filed in the office of the City Clerk. Section 6. The City Clerk shall file for recording three certified copies of this Ordinance and the Annexation Map with the Clerk and Recorder of the County of Jefferson, State of Colorado. Section 7. This Ordinance shall become effective upon adoption on second reading, as permitted by Section 5.11 of the Home Rule Charter. INTRODUCED, READ, AND ADOPTED on first reading by a vote of 8 to o on this 24th day of January , 2005, ordered published in full in a newspaper of general circulation in the City of Wheat Ridge and Public Hearing and consideration on final passage set for February 28, 2005, at 7:00 p.m., in the Council Chambers, 7500 West 29th Avenue, Wheat Ridge, Colorado. READ, ADOPTED, AND ORDERED PUBLISHED on second and final reading by a vote of 8 to o this. 2stb day of February 2005. SIGNED by the Mayor on this 28th day of -Pnlhela Anderson; City Clerk ZDDA, AS TO-FO C 'ATTORNEY lHLC Y ATT EY IstPublication: January 27, 2005 2nd Publication March 3, 2005 Wheat Ridge Transcript' OFFICE OF THE CITY CLERK Effective Date February 28, 2005 WHEAT RIDGE, CO 80033 THIS IS A TRUE AND CORRECT COPY (EXACT) OF THE ORIGINAL DOCUMENT IN MY CUSTODY. TE: 3 ELA Y RSON, C I( Exhibit A COORS/CABELA'S ANNEXATION NO. 1 A PARCEL OF LAND, LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 19, THE SOUTHWEST ONE-QUARTER OF SECTION 20, THE NORTHWEST ONE-QUARTER OF SECTION 29, AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, WHENCE THE EAST ONE-QUARTER CORNER OF SAID SECTION 30 LIES SO 1001'50"E ALONG THE EAST LINE OF THE SAID NORTHEAST ONE-QUARTER OF SECTION 30, 1320.79 FEET; THENCE S89°10'02"W ALONG THE SOUTH LINE OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, 1315.31 FEET TO THE WEST LINE OF SAID NORTHEAST ONE- QUARTER OF THE NORTHEAST ONE-QUARTER; THENCE N00055'47"W ALONG SAID WEST LINE, 1320.36 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE N00°07'30"W ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER, 913.46 FEET TO THE SOUTHWEST LINE OF THAT 80' WIDE DENVER WATER BOARD EASEMENT RECORDED AT RECEPTION #92130445 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE S89°07'31"W, 57.62 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 791.19; THENCE THROUGH A CENTRAL ANGLE OF 15021'56", NORTHWESTERLY ALONG THE ARC OF SAID CURVE 212.18 FEET, SAID CURVE HAVING A CHORD OF 211.55 FEET WHICH BEARS N50°55'48"W TO A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1529.61 FEET; THENCE THROUGH A CENTRAL ANGLE OF 12°49'33", WESTERLY ALONG THE ARC OF SAID CURVE 342.40 FEET, SAID CURVE HAVING A CHORD OF 341.69 FEET WHICH BEARS N75°38'5 1"W TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1022.23 FEET; THENCE THROUGH A CENTRAL ANGLE OF 10005'16", WESTERLY ALONG THE ARC OF SAID CURVE 179.98 FEET TO THE POINT OF TANGENCY, SAID CURVE HAVING A CHORD OF 179.75 FEET WHICH BEARS N87°06' 16"W; THENCE S87°51'06"W, 175.73 FEET; THENCE N00°23'12"W, 174.56 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 19; THENCE S8900T3I"W ALONG SAID SOUTH LINE, 410.63 FEET TO THE SOUTHWEST CORNER OF THE SAID NORTH ONE-HALF; THENCE N00°23'12"W ALONG THE WEST LINE OF THE SAID NORTH ONE-HALF, 171.61 FEET TO A NON- TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 505.40; THENCE THROUGH A CENTRAL ANGLE OF 53°02'20", NORTHEASTERLY ALONG THE ARC OF SAID CURVE 467.85 FEET, SAID CURVE HAVING A CHORD OF 451.32 FEET WHICH BEARS N28°13'09"E TO THE POINT OF TANGENCY; THENCE N01°41'59"E, 392.35 FEET TO THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE CITY OF WHEAT RIDGE ANNEXATION NO. 98-5, ORDINANCE NO. 1116, SERIES OF 1998, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 58 AS DESCRIBED IN THAT DOCUMENT RECORDED IN DEED BOOK 2177, PAGE 367 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE N87°01'30"E ALONG SAID BOUNDARY AND SOUTH RIGHT-OF-WAY LINE AND IT'S EASTERLY EXTENSION, 2907.23 FEET TO THE NORTHWEST RIGHT-OF-WAY LINE OF THAT PARCEL FOR INTERSTATE 70 RECORDED IN BOOK 1875, PAGE 159 IN SAID OFFICE; THENCE N38050'10"E ALONG THE WEST LINE OF SAID STATE HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°42'38"E ALONG SAID SOUTH LINE, 322.71 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ORIGINAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE ; THENCE S01°06'12"W, ALONG SAID CITY BOUNDARY, 399.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE S88056'22"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 559.40 FEET TO THE SOUTHEAST RIGHT- OF-WAY LINE OF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; THENCE S3805245"W, ALONG SAID SOUTHEAST RIGHT-OF-WAY LINE, 135.70 FEET TO THE SOUTH RIGHT- OF-WAY LINE OF SAID PARCEL; I THENCE S89022'40"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 232.23 FEET TO THE WEST LINE OF SAID I SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE S00008'11"W, ALONG SAID WEST LINE, 752.42 FEET TO THE SOUTHEAST CORNER OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S89007'3I"W, ALONG THE SOUTH LINE OF SAID NORTH ONE-HALF, 1319.03 FEET TO THE NORTHWEST CORNER OF SAID SOUTHEAST ONE-QUARTER, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S00007'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER, 382.28 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; THENCE ALONG THE NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COURSES: 1) N89052'30"E, 425.00 FEET; 2) N64057'30"E, 177.70 FEET; 3) S89039'40"E, 731.27 FEET TO THE WEST LINE OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE N00008'I I "E ALONG SAID WEST LINE, 7.56 FEET TO THE NORTH LINE OF THE SOUTH 3/4 OF LOTS 21 THROUGH 24, ROXBURY GARDENS, DESCRIBED IN THAT DOCUMENT AS RECORDED AT RECEPTION 909337790 IN SAID OFFICE; THENCE N8900 1'07"E ALONG SAID NORTH LINE, 990.43 FEET TO THE SAID WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AND THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING FOUR COURSES: 1) S00041'53"E, 1005.12 FEET TO THE SOUTH LINE OF SAID SECTION 20; 2) S0004549"E, 1321.80 FEET TO THE SOUTH LINE OF THE NORTHWEST ONE-QUARTER OF THE SAID NORTHWEST ONE-QUARTER OF SECTION 29; 3) S00°43'42"E, 241.50 FEET; 4) S06023'48"W, 82.23 FEET TO THE SOUTH LINE OF LOT 16, SAID ROXBURY GARDENS, ALSO BEING THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATION ORDINANCE NO. 152, SERIES OF 1974, RECORDED AS RECEPTION NO. 644863 OF SAID CLERK AND RECORDER'S OFFICE; THENCE S89°24'52"W ALONG SAID BOUNDARY AND SAID SOUTH LINE, 986.91 FEET TO THE WEST LINE OF SAID LOT 16, BEING THE SAID EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 30; THENCE NO1001'50"W ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 198.040+ ACRES EXHIBIT B 11; Hit HIM oil 1! R e I P A fit HI All pI i HR tE a ..s it's k 2 ilsi qq~ gA $ A @ e 9 A e~ A ° gts'1 ~9 p 4 S ' i 16 9€ R' :Q •d 5 3 9 a 9 I x 9 2Y a - „ ski sg 100- L' 31tlQ''Wi NOtIdD3Y~QifO t IT ~--u~o.xw-ra-sva+ j DL 3lYISN3fAN ~t 8 s 'sl R.~ 3d 0 A 0- C~ w z z F~ `p 0 :s e@ I it 51 02 g0 ---~.~ti----- Ny Z<g6p _ Uo ,u ee° I y ~.l t- Y b~ a g I ' a. 0 H a ~ _ g N F-- Illy///~rrVj z ~ .zresc wu.maas q o8om d a ZFQ o z`~~~ •4{- to ro zo -0 IX, 0 0 g, ~ a ~ N `o r; ~ggd ~ 1 i {kd@ t tit j FO t e y i ~x ~Y { $ di 3 ~pp 33 ~s 3iY ~P 5 Resolution No. 14 Series of 2005 TITLE: A RESOLUTION MAKING CERTAIN FINDINGS OF FACT REGARDING THE PROPOSED ANNEXATION OF A PARCEL OF LAND LOCATED IN SECTIONS 19, 20, 29, AND 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. WHEREAS, an annexation petition was filed with the City requesting the annexation of certain unincorporated territory located in the County of Jefferson and State of Colorado, otherwise known as the Coors/Cabela's/Salter property, and hereafter described in Exhibit A which is attached hereto and made part hereof; and WHEREAS, said petition was forwarded to the City Council; and WHEREAS, the City Council of the City of Wheat Ridge, Colorado, found substantial compliance of said petition with C.R.S. Section 313-12-107; and WHEREAS, the City Council of the City of Wheat Ridge, Colorado, conducted a public hearing as required by law to determine the eligibility for annexation of that property described in attached Exhibit A; and WHEREAS, public notice of such public hearing was given as required by law; and WHEREAS, the public hearing on said annexation was conducted in accordance with the requirements of the law; and WHEREAS, pursuant to C.R.S. Section 31-12-110, the City Council, sitting as the governing body of the City of Wheat Ridge, Colorado, is required to set forth its findings of fact and its conclusion as to the eligibility of that property described in attached Exhibit A for annexation to the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO, AS FOLLOWS: Section 1. A plan for that area encompassing the property described on attached Exhibit A has been adopted by the City Council pursuant to C.R.S. Section 31-12-105(1)(e). Section 2. Not less than one-sixth of the perimeter of the area proposed to be annexed as described on attached Exhibit A is contiguous with the existing boundaries of the City of Wheat Ridge as required by law. Section 3. A community of interest exists between the area proposed to be annexed as described on attached Exhibit A and the City of Wheat Ridge and the area will be urbanized in the near future. Resolution No. Page 2 Section 4. The area proposed to be annexed as described on attached Exhibit A is integrated or capable of being integrated with the City of Wheat Ridge. Section 5. The limitations of the Municipal Annexation Act and the Constitution of the State of Colorado do not prevent the annexation of the subject property of any part thereof since: a. No land in the area to be annexed which is held in identical ownership and consists of either a single tract or parcel, or two or more contiguous tracts or parcels has been divided or any portion thereof excluded from the area to be annexed without the written consent of the owners thereof, b. No land in the area to be annexed which is held in identical ownership and comprises twenty (20) or more acres, having an assessed valuation for ad valorem tax purposes in excess of $200,000.00 in the year next preceding the annexation, has been included in the area to be annexed without the written consent of the landowners; c. No proceedings have been commenced by another municipality for the annexation of all or part of the area to be annexed by the City of Wheat Ridge; and d. The annexation will not result in the detachment of the area from the school district in which it is currently located. Section 6. The petition for the annexation of that real estate described on attached Exhibit A meets the requirements of law and is in proper order for annexation of the property proposed to be annexed as described in attached Exhibit A. Section 7. No election is required pursuant to C.R. S. Section 31-12-107(2) or any other law of the State of Colorado or the City of Wheat Ridge. Section 8. The proposed annexation will not have the effect of extending a municipal boundary more than three miles in any direction from any point of the City boundary in any one year. Section 9. The entire width of any street or alley to be annexed is included within the annexation. Section 10. The property described on the attached Exhibit A is eligible for annexation to the City of Wheat Ridge and all requirements of law have been met for such annexation, including the requirements of C.R.S. Section 31-12-104 and 31-12-105, as amended. Section 11. An ordinance annexing that property described on attached Exhibit A to the City of Wheat Ridge shall be considered by this City Council pursuant to C.R.S. Section 31-12-111. Resolution No. Page 3 Exhibit A COORS/CABELA'S ANNEXATION NO. 1 A PARCEL OF LAND, LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 19, THE SOUTHWEST ONE-QUARTER OF SECTION 20, THE NORTHWEST ONE-QUARTER OF SECTION 29, AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, WHENCE THE EAST ONE-QUARTER CORNER OF SAID SECTION 30 LIES SO 1 °01'50"E ALONG THE EAST LINE OF THE SAID NORTHEAST ONE-QUARTER OF SECTION 30, 1320.79 FEET; THENCE S89°10'02"W ALONG THE SOUTH LINE OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, 1315.31 FEET TO THE WEST LINE OF SAID NORTHEAST ONE- QUARTER OF THE NORTHEAST ONE-QUARTER; THENCE NOO°55'47"W ALONG SAID WEST LINE, 1320.36 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE NOO°07'30"W ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER, 913.46 FEET TO THE SOUTHWEST LINE OF THAT 80' WIDE DENVER WATER BOARD EASEMENT RECORDED AT RECEPTION 492130445 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE S89°07'31 "W, 57.62 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 791.19; THENCE THROUGH A CENTRAL ANGLE OF I5°21'56", NORTHWESTERLY ALONG THE ARC OF SAID CURVE 212.18 FEET, SAID CURVE HAVING A CHORD OF 211.55 FEET WHICH BEARS N50°55'48"W TO A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1529.61 FEET; THENCE THROUGH A CENTRAL ANGLE OF 12049'33", WESTERLY ALONG THE ARC OF SAID CURVE 342.40 FEET, SAID CURVE HAVING A CHORD OF 341.69 FEET WHICH BEARS N75°38'5 1"W TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1022.23 FEET; THENCE THROUGH A CENTRAL ANGLE OF 10°05'16", WESTERLY ALONG THE ARC OF SAID CURVE 179.98 FEET TO THE POINT OF TANGENCY, SAID CURVE HAVING A CHORD OF 179.75 FEET WHICH BEARS N87°06' 16"W; THENCE S8705 1'06"W, 175.73 FEET; THENCE N00°23'1 2"W, 174.56 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 19; THENCE S89007'31"W ALONG SAID SOUTH LINE, 410.63 FEET TO THE SOUTHWEST CORNER OF THE SAID NORTH ONE-HALF; THENCE N00°23'12"W ALONG THE WEST LINE OF THE SAID NORTH ONE-HALF, 171.61 FEET TO A NON- TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 505.40; THENCE THROUGH A CENTRAL ANGLE OF 53°02'20", NORTHEASTERLY ALONG THE ARC OF SAID CURVE 467.85 FEET, SAID CURVE HAVING A CHORD OF 451.32 FEET WHICH BEARS N28°13'09"E TO THE POINT OF TANGENCY; THENCE NO1°41'59"E, 392.35 FEET TO THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE CITY OF WHEAT RIDGE ANNEXATION NO. 98-5, ORDINANCE NO. 1116, SERIES OF 1998, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 58 AS DESCRIBED IN THAT DOCUMENT RECORDED IN DEED BOOK 2177, PAGE 367 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE N8700 1'30"E ALONG SAID BOUNDARY AND SOUTH RIGHT-OF-WAY LINE AND IT'S EASTERLY EXTENSION, 2907.23 FEET TO THE NORTHWEST RIGHT-OF-WAY LINE OF THAT PARCEL FOR INTERSTATE 70 RECORDED IN BOOK 1875, PAGE 159 IN SAID OFFICE; THENCE N38050' 10"E ALONG THE WEST LINE OF SAID STATE HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°42'38"E ALONG SAID SOUTH LINE, 322.71 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ORIGINAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE ; THENCE SO 1006'12"W, ALONG SAID CITY BOUNDARY, 399.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE S88056'22"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 559.40 FEET TO THE SOUTHEAST RIGHT- OF-WAY LINE OF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; THENCE S38°52'45"W, ALONG SAID SOUTHEAST RIGHT-OF-WAY LINE, 135.70 FEET TO THE SOUTH RIGHT- OF-WAY LINE OF SAID PARCEL; THENCE S89°22'40"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 232.23 FEET TO THE WEST LINE OF SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE S00008'11"W, ALONG SAID WEST LINE, 752.42 FEET TO THE SOUTHEAST CORNER OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S890073I"W, ALONG THE SOUTH LINE OF SAID NORTH ONE-HALF, 1319.03 FEET TO THE NORTHWEST CORNER OF SAID SOUTHEAST ONE-QUARTER, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S00°07'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER, 382.28 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; THENCE ALONG THE NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COURSES: 1) N89°52'30"E, 425.00 FEET; 2) N64°57'30"E, 177.70 FEET; 3) S89°39'40"E, 731.27 FEET TO THE WEST LINE OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE N00008'11"E ALONG SAID WEST LINE, 7.56 FEET TO THE NORTH LINE OF THE SOUTH 3/4 OF LOTS 21 THROUGH 24, ROXBURY GARDENS, DESCRIBED IN THAT DOCUMENT AS RECORDED AT RECEPTION #09337790 IN SAID OFFICE; THENCE N89001'07"E ALONG SAID NORTH LINE, 990.43 FEET TO THE SAID WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AND THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING FOUR COURSES: 1) S00°41'53"E, 1005.12 FEET TO THE SOUTH LINE OF SAID SECTION 20; 2) S00°45'49"E, 1321.80 FEET TO THE SOUTH LINE OF THE NORTHWEST ONE-QUARTER OF THE SAID NORTHWEST ONE-QUARTER OF SECTION 29; 3) S00°43'42"E, 241.50 FEET; 4) S06°23'48"W, 82.23 FEET TO THE SOUTH LINE OF LOT 16, SAID ROXBURY GARDENS, ALSO BEING THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATION ORDINANCE NO. 152, SERIES OF 1974, RECORDED AS RECEPTION NO. 644863 OF SAID CLERK AND RECORDER'S OFFICE; THENCE S89024'52"W ALONG SAID BOUNDARY AND SAID SOUTH LINE, 986.91 FEET TO THE WEST LINE OF SAID LOT 16, BEING THE SAID EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 30; THENCE NO 1 001'50"W ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 198.040± ACRES CITY COUNCIL MIND-rffS: February 28, 2005 Page -4- Motion by Mr. Stites to adopt Resolution No 13-2005, a resolution adopting amendments to the Wheat Ridge Comprehensive Plan; seconded by Mrs. Sang. Motion by Ms. Berry to add the following amendments: 1. Page 4, second paragraph, modify the 4th sentence to read as follows: This entails relocating the current eastbound on-off ramp at 381h Avenue to the south and relocating the on-off ramp pair at 44`e Avenue to east. 2. Page 4, paragraph 5, modify second sentence to read as follows: Because of minimum spacing requirements, no new interchanges are proposed for I- 70. An interchange to access this area more directly from SH58 between 1-70 and McIntyre Street would be desirable. (Also show graphically on Map 3 an arrow and note indicating access at a general location from SH58 south into the area). 3. Page 6, insert new paragraph under Future Service Provision: Prospect Recreation and Park District currently serves the area. The City, and any potential developer should work with the District regarding the District's potential loss of tax revenue. 4. Page 8, 1sl paragraph under Trails, add the following sentence: A potential trail connection on the east side of the planning area from 32nd Avenue to Clear Creek is shown conceptually. This connection may follow the current Youngfield Service Road or be located in a new alignment. Motion died for lack of second. Original Motion carried 8-0. Item 3. A. RESOLUTION 14-2005: A RESOLUTION MAKING CERTAIN FINDINGS OF FACT REGARDING THE PROPOSED ANNEXATION OF A PARCEL OF LAND LOCATED IN SECTIONS 19, 20, 29 AND 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. B. COUNCIL BILL 01-2005: AN ORDINANCE ANNEXING TO THE CITY OF WHEAT RIDGE UNINCORPORATED TERRITORY KNOWN AS THE CABELA'S/COORS/ALTER PARCEL LOCATED IN JEFFERSON COUNTY. C. A REQUEST FOR APPROVAL OF A SPECIAL USE PERMIT TO ALLOW EXCAVATION AND DEPOSITION OF FILL MATERIAL IN THE AMOUNT OF 1.5 MILLION CUBIC YARDS FOR PROPERTY LOCATED WEST OF 1-70, SOUTH OF HIGHWAY 58 AND NORTH OF WEST 32ND AVENUE. (SUP-05-01/CABELA'S & COORS) Mr. Stites introduced Items 3A., 3B., and 3C. City Clerk Pam Anderson read the executive summary for each of the items. Ms. Anderson assigned Ordinance No. 1339 to Item 3B. CITY COUNCIL MINUTES: February 28, 2005 Page -5- Mayor Cerveny opened the public hearing and detailed the order of the testimony. Alan White was sworn in by the Mayor and presented the staff report on Item 3A., 3B., and 3C. Representatives of the applicant were sworn in and testified before the Council Neil Jaquet, 17755 W. 32ntl Avenue (business address), Director of Water Resources and Real Estate, Coors Brewing Company, Golden, Colorado, was sworn in by the Mayor. Mr. Jaquet stated Coors' desire to be annexed to the City of Wheat Ridge. They are expecting that this project will bring jobs and tax dollars to the area. He described future plans for the reservoir and the development on the various parcels. Kevin Rhodes, Director of Real Estate for Cabela's, was sworn in by the Mayor and made a presentation describing the project. Cabela's wants to be a good neighbor and they understand about traffic and will address that at future meetings. They want to create a win-win situation for everybody. He announced that Cabela's welcomes comments on a community outreach line at (303) 376-8394. They also have the intent of putting up a website. Dennis Armstrong, Corporate Architect for Cabela's, was sworn in by the Mayor. He explained the traffic study process that has already taken place and will take place in the future. Their goal is to put a quality project in place. Mark Nienhueser, Construction Manager for Cabela's. He explained the reasons for the special use permit, such as to complete the mining and reclamation obligation that is outstanding on the property; to create the water storage facility for Coors; to grade the site in a manner consistent with the Wheat Ridge Comprehensive Development Plan. They will be lowering the elevation of the Denver Water Line that bissects the property. The critical issue is that this work has to be done between April 15 and May 15, which is the only period of time that Denver Water will allow for this line to be changed due to its critical nature of their system in keeping the water flowing from the mountains to their treatment facilities. They may have to work some Sundays to get this completed. This will only be for the one month not the length of the project. Mr. DiTullio asked staff and the City Attorney for the record if the applicant had followed all the relevant rules and regulations in regards to the annexation or if there was anything outstanding. City Attorney replied that they had followed and met the requirements pertaining to annexation. Mr. DiTullio asked the same question pertaining to the Special Use Permit. Answer was yes, they had followed the procedures. Mr. White will suggest some changes to conditions when we are ready to make a motion. Mr. DiTullio asked who will be enforcing the regulations once this is approved. Answer was there are some state permits involved, but it will primarily be the City of Wheat Ridge. CITY COUNCIL MINUTES: February 28, 2005 - Page -6- The following citizens were sworn in by the Mayor and marked the sign-up sheet in support of the Items 3A, 3B, and 3C: Mike Larkin, 3187 Robb Circle, Lakewood. Jean Fields, 3270 Fenton Street, Wheat Ridge. Cal Johnson, 4255 Everett Street, Wheat Ridge. Don Kammerzell, 10370 West 35m Avenue, Wheat Ridge. Don Andersen, 3500 Miller Court, Wheat Ridge. Roger Loecher, 4599 Carr Street, Wheat Ridge. John Villachica, 9695 West 44`h Avenue, Wheat Ridge. Their comments included: we wish everything could stay the same, but we know it can't; traffic will always be an issue, but it can be managed; Cabela's will be a vested partner to fix traffic issues to accommodate their customers; opportunities like this don't come very often and Wheat Ridge has to compete, Cabela's will bring good decent jobs; it is critical to the City of Wheat Ridge to annex this land; do what is best for the City, looking forward to going to Cabela's; we need this tax base; let's not fail with this; this will be a very good project; a community that does not grow, can stifle and decline; compromise for mutual benefit; this can be a win-win situation. The following citizens were sworn in by the Mayor and signed the sign-up sheet in opposition to Items 3A, 3B, and 3C: Leslie Gadd, 1381 Braun Drive, Golden. Ed Perlmutter, 2795 Juniper Drive, Golden. Bill Doig, Golden, President of the Applewood Valley Association. Barbara Barry, Vice President of the Applewood Valley Association, also speaking for the voluntary involvement in the Clear Creek Valley Neighborhood Council. Bruce Chalker, 3304 Beech Court, Golden. Arthur Frazer, 13161 West 291h Avenue, Golden, resident of Applewood Property Owners Association. Peggy Hunnicutt, 5400 McIntyre Street, member of the board of the Prospect Park and Recreation and the Jefferson County Horse Council. Doug Harness, 11700 W. 29`h Place. Rhonda Teitelbaum, 15021 West 29eh Avenue, Golden. Their concerns and comments included: listen to the community; increased traffic problems; wait with the annexation; do the proper long range planning; there is merit to the development of the area, but do it right; traffic study is not adequate because the scope was wrong and the conclusions are wrong; hours of excavation should be specified in the permit and not left to be negotiated at a later date; Wheat Ridge will reap the benefits and other communities will feel the impact, this is unfair on the part of Wheat Ridge, too little consideration is given to those who will be most impacted by this; objection to Special Use Permit because a public hearing was required before the Planning Commission prior to this coming to Council. CITY COUNCIL MINUTES: February 28, 2005 - Page -7 The following speakers were sworn in by the Mayor and signed the sign-up sheet neither for nor against and only wishing to testify: Andy George, 16092 West 13'h Avenue, Unincorporated Jefferson County, asked for postponement. Jack Hoopes, 14215 Crabapple Road, representing Clear Creek Valley Neighborhood Council, stated they are not opposed to the Cabela's project, but urged that the schedule be resolved to accommodate extensive collaboration, consultation and responsiveness to neighborhood issues. John Retrum, 13491 West 26th Avenue, Golden, Vice President of the Applewood Property Owners Association, stated the majority of his neighbors are against the annexation and would like to see the land remain undeveloped or improved as Open Space. However, they understand that this is private property and there are development rights that go with it. Their main concerns were increased traffic and preserving wildlife habitat. The process is moving too quickly, please slow down. Greg Stevinson, 1546 Cole Blvd., Lakewood, President and speaking on behalf of the Denver West Metropolitan District, is not opposed to Cabela's going into the City of Wheat Ridge. Engage all of the neighbors that are going to be impacted. Traffic is the number one concern and they would like to see all of the improvements in place before Cabela's opens. Kevin McCaskey, 2091 Braun Drive, Golden, Jefferson County Commissioner, wanted to make it clear that the Board of County Commissioners is ecstatic that Cabela's has decided to come to Jefferson County. We welcome Cabela's. He reaffirmed the County's commitment to be actively involved, to listen to and advocate for the citizens living in unincorporated Jefferson County, but those constituents that are mutual. They have a position on an acceptable traffic plan with the improvements being made prior to the opening of Cabela's. They expect the traffic analysis to include all reasonable alternatives for access to the site and future commercial development of the site. We will coordinate with the City of Wheat Ridge and Cabela's to ensure that our citizens' concerns are heard and we are only interested in constructive resolution to develop the best solution for our entire community. Philip Barru, 14385 Foothill Road, Golden, member of the board of Applewood Property Owners Association, speaking as a private citizen and future neighbor of Cabela's, requested to postpone the decision to get more information on the many issues presented here tonight. He is very concerned about cycling and pedestrian safety. Roxanne Runkel, 3415 Alkire Way, Golden, is concerned for her horses safety and her own; is also concerned about property values going down and taxes going up. Pleaded with Coors and Cabela's to work with Jeffco Open Space, Wheat Ridge Park & Rec. and the Prospect Recreation and Parks District to provide a private lakeside property owner walking trail. She also asked if they could be provided with resident status as far as using the Rec Center. CITY COUNCIL MINUTES: February 28, 2005 Page -8- Matt Ratterman, 2072 Coors Drive, Unincorporated Jefferson County, asked to table this item tonight until the plan is more fully developed. Amy Hodges, 13690 W. 31" Avenue, Golden, Treasurer of the Applewood Property Owners Association, is concerned about the impact to the environment. They don't oppose Cabela's, but slow down the process. Flora Andrus, Fairmont Recreation and Park District, restated that we need a traffic study that addresses the entire potential build-out of this area that is being included in the Comprehensive Plan. Janice Thompson, 12290 West 42"d Avenue, Wheat Ridge, feels this is an excellent opportunity for all of us to get together and get the Colorado State Highway Department to correct the traffic situation. Don't lose a wonderful, family oriented business. She is for the annexation. Dave DiGiacomo, 3275 Quail Street, Wheat Ridge, stated that he had submitted a letter with many questions, but had not received an answer. The people impacted by this have no voice and no vote. Michelle Majeune, 13081 West 29th Avenue, Golden, asked for consideration regarding the excavation, such as dust control, noise abatement, monitoring of permit compliance and maybe a more detailed survey map. There may not be enough money available for the best traffic solutions. Motion by Mrs. Rotola to proceed past 11:00 p.m.; seconded by Mr. Schulz; carried 7-1 with Mr. Gokey voting no. Teri Dalbec believes that a lot of Wheat Ridge citizens aren't here tonight because they don't know about it and don't know what the tax impact is going to be. This annexation needs to be postponed and looked at more carefully. Mr. White answered some of the questions that had been raised during the public hearing. He also entered into the record case files, packet materials and the visual presentations. Mr. Dahl stated that many people had sent cards, letters, notes, e-mails, various things, and those are all in the case file that Mr. White mentioned and are now part of the hearing record. They have been duplicated and have been provided to Council. He added that Council had previously enacted Ordinance 1316, which specifically amended the special use permitting process and eliminated the prior requirement for a planning commission hearing. Mrs. Anderson stated that Mr. Dean Munford, 13041 West 29th Avenue, had left 2 questions by her desk. Has the new highway interchange be considered? Who will be responsible for the increased sewage? CITY COUNCIL MINUTES: February28, 2005 Page -9 Mr. DiTullio asked what the liabilities are for the City if the annexation goes through and the Cabela's project falls through. Mr. Dahl stated if the development doesn't go forth, the City's obligations cease and the City is able to simply terminate that agreement. The City's obligations are exclusively dependent upon the performance and construction by Cabela's. Mr. Schulz asked that somebody explain more about how the 3% tax becomes a I% tax and for how long that will be. Tim Leonard, representing the City in the financial negotiations and analysis, testified regarding questions on the sales tax and the tax share agreement. Dennis Armstrong, of Cabela's, answered questions raised by testimony and Council members. Mark Nienhueser of Cabela's stated that as far the grading permit was concerned, they could live with the hours between 7:00 a.m. and 9:00 p.m. with a limitation of 6 days per week, except for that window of opportunity between April 15 and May 15, when they need the ability to work 7 days per week. They would commit to developing a process that allows the neighbors to report violations to the City. Kevin Rhodes of Cabela's concluded that there will be more public hearings, they have established the communications line; Cabela's has sent out acknowledgement letters to everybody who has contacted them and if they can be patient they will get the answers. Public Hearing closed. A. RESOLUTION 14-2005: A RESOLUTION MAKING CERTAIN FINDINGS OF FACT REGARDING THE PROPOSED ANNEXATION OF A PARCEL OF LAND LOCATED IN SECTIONS 19, 20, 29 AND 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. Motion by Mr. Stites to adopt Resolution 14-2005; seconded by Mrs. Adams; carried 8-0. B. COUNCIL BILL 01-2005: AN ORDINANCE ANNEXING TO THE CITY OF WHEAT RIDGE UNINCORPORATED TERRITORY KNOWN AS THE CABELA'S/COORS/ALTER PARCEL LOCATED IN JEFFERSON COUNTY. Motion by Mr. Stites to approve Council Bill 01-2005 (Ordinance 1339) on second reading and that it take effect upon adoption; seconded by Mr. DiTullio and Mr. Schulz; carried 8-0. ® ITEM NO: REQUEST FOR CITY COUNCIL ACTION COUNCIL MEETING DATE: February 28, 2005 TITLE: RESOLUTION NO. 14-2005, A RESOLUTION MAKING CERTAIN FINDINGS OF FACT REGARDING THE PROPOSED ANNEXATION OF A PARCEL OF LAND LOCATED IN SECTIONS 19, 20, 299 AND 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. ❑ PUBLIC HEARING ❑ ORDINANCES FOR 1 ST READING (Date: ) ❑ BIDS/MOTIONS ❑ ORDINANCES FOR 2ND READING ® RESOLUTIONS Quasi-Judicial: ❑ Yes No AL~ Community Development Director City Manager EXECUTIVE SUMMARY: An annexation petition was submitted to the City on January 14, 2005 by owners of certain property situated generally west of I-70 and south of State Highway 58, consisting of approximately 198 acres. The Municipal Annexation Act establishes the procedures for annexation of unincorporated territory by a municipality. The attached resolution establishes the findings of fact regarding the eligibility of this property for annexation. All of the requirements for annexation under the Municipal Annexation Act have been met. COMMISSION/BOARD RECOMMENDATION: None. Only the Council acts upon annexation petitions. STATEMENT OF THE ISSUES: Originally Cabela's and Coors intended to submit annexation petitions along with an Outline Development Plan and the required documentation for a rezoning request. These two requests were to be processed concurrently and scheduled for public hearings on the same night. While the City was processing the annexation and zoning requests, Cabela's and Coors were going to seek the necessary approvals from Jefferson County and the State to proceed with excavation and leveling of the property in question. It became apparent that it would be more efficient if Cabela's and Coors dealt with only one jurisdiction, the City of Wheat Ridge, with regard to development issues. Cabela's and Coors have elected to request annexation separately from the zoning request, and will submit an application for a Special Use Permit to undertake the excavation and leveling of the site. If City Council approves the annexation on February 28`", under the Municipal Annexation Act, the City is required to zone the property within 90 days. The zoning request and the Outline Development Plan will be submitted and reviewed such that this requirement will be met. It is also anticipated that at least two Final Development Plans and a final plat will be considered by Council at the same hearing as the Outline Development Plan. These plans will also be reviewed by Planning Commission. The decision to annex a property is a legislative decision of City Council. The 1/6 contiguity requirement is met. There is a plan in place for the area to be annexed. The petitioners represent more than 50% of the landowners owning more than 50% of the land proposed for annexation. There is a community of interest between the City and the land to be annexed, the area is surrounded by urban development and likely will be urban itself in the near future, and the area is capable of being integrated with the City. The annexation will not extend the boundary of the City more than three miles. The area meets the annexation eligibility requirements established in the Municipal Annexation Act. ALTERNATIVES CONSIDERED: The City Council has two options to consider: 1. Adopt a motion adopting the resolution. 2. Adopt a motion denying the resolution. FINANCIAL IMPACT: The annexation of the property will create an immediate responsibility of the City to provide police protection, thus incurring some financial impact which is unquantifiable at this time.. With development of the property, the City will receive sales and property tax revenues generated by the businesses and improvements on the property. The City will receive one-time use tax revenue on building materials and one-time fees for annexation, zoning, and engineering review. RECOMMENDED MOTION: "I move to adopt Resolution No. making findings of fact regarding the Coors/Cabela's/S alter annexation." Or, "I move to deny adoption of Resolution No. Report Prepared by: Alan White, Community Development Director Reviewed by: Gerald Dahl, City Attorney Attachments: 1. Resolution No. Resolution No. _ Series of 2005 TITLE: A RESOLUTION MAKING CERTAIN FINDINGS OF FACT REGARDING THE PROPOSED ANNEXATION OF A PARCEL OF LAND LOCATED IN SECTIONS 19, 20, 29, AND 30, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO. WHEREAS, an annexation petition was filed with the City requesting the annexation of certain unincorporated territory located in the County of Jefferson and State of Colorado, otherwise known as the Coors/Cabela's/Salter property, and hereafter described in Exhibit A which is attached hereto and made part hereof; and WHEREAS, said petition was forwarded to the City Council; and WHEREAS, the City Council of the City of Wheat Ridge, Colorado, found substantial compliance of said petition with C.R.S. Section 313-12-107; and WHEREAS, the City Council of the City of Wheat Ridge, Colorado, conducted a public hearing as required by law to determine the eligibility for annexation of that property described in attached Exhibit A; and WHEREAS, public notice of such public hearing was given as required by law; and WHEREAS, the public hearing on said annexation was conducted in accordance with the requirements of the law; and WHEREAS, pursuant to C.R.S. Section 31-12-110, the City Council, sitting as the governing body of the City of Wheat Ridge, Colorado, is required to set forth its findings of fact and its conclusion as to the eligibility of that property described in attached Exhibit A for annexation to the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO, AS FOLLOWS: Section 1. A plan for that area encompassing the property described on attached Exhibit A has been adopted by the City Council pursuant to C.R.S. Section 31-12-105(1)(e). Section 2. Not less than one-sixth of the perimeter of the area proposed to be annexed as described on attached Exhibit A is contiguous with the existing boundaries of the City of Wheat Ridge as required by law. Section 3. A community of interest exists between the area proposed to be annexed as described on attached Exhibit A and the City of Wheat Ridge and the area will be urbanized in the near future. ATTACHMENT I Resolution No. Page 2 Section 4. The area proposed to be annexed as described on attached Exhibit A is integrated or capable of being integrated with the City of Wheat Ridge. Section 5. The limitations of the Municipal Annexation Act and the Constitution of the State of Colorado do not prevent the annexation of the subject property of any part thereof since: a. No land in the area to be annexed which is held in identical ownership and consists of either a single tract or parcel, or two or more contiguous tracts or parcels has been divided or any portion thereof excluded from the area to be annexed without the written consent of the owners thereof; b. No land in the area to be annexed which is held in identical ownership and comprises twenty (20) or more acres, having an assessed valuation for ad valorem tax purposes in excess of $200,000.00 in the year next preceding the annexation, has been included in the area to be annexed without the written consent of the landowners; c. No proceedings have been commenced by another municipality for the annexation of all or part of the area to be annexed by the City of Wheat Ridge; and d. The annexation will not result in the detachment of the area from the school district in which it is currently located. Section 6. The petition for the annexation of that real estate described on attached Exhibit A meets the requirements of law and is in proper order for annexation of the property proposed to be annexed as described in attached Exhibit A. Section 7. No election is required pursuant to C.R. S. Section 31-12-107(2) or any other law of the State of Colorado or the City of Wheat Ridge. Section 8. The proposed annexation will not have the effect of extending a municipal boundary more than three miles in any direction from any point of the City boundary in any one year. Section 9. The entire width of any street or alley to be annexed is included within the annexation. Section 10. The property described on the attached Exhibit A is eligible for annexation to the City of Wheat Ridge and all requirements of law have been met for such annexation, including the requirements of C.R.S. Section 31-12-104 and 31-12-105, as amended. Section 11. An ordinance annexing that property described on attached Exhibit A to the City of Wheat Ridge shall be considered by this City Council pursuant to C.R.S. Section 31-12-111. Resolution No. Page 3 RESOLVED AND PASSED this day of 2005. ATTEST: Gretchen Cerveny, Mayor Pamela Anderson, City Clerk Exhibit A COORS/CABELA'S ANNEXATION NO.1 A PARCEL OF LAND, LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 19, THE SOUTHWEST ONE-QUARTER OF SECTION 20, THE NORTHWEST ONE-QUARTER OF SECTION 29, AND THE NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, WHENCE THE EAST ONE-QUARTER CORNER OF SAID SECTION 30 LIES S01 001'50"E ALONG THE EAST LINE OF THE SAID NORTHEAST ONE-QUARTER OF SECTION 30, 1320.79 FEET; THENCE S89°10'02"W ALONG THE SOUTH LINE OF THE SAID NORTHEAST ONE-QUARTER OF THE NORTHEAST ONE-QUARTER OF SECTION 30, 1315.31 FEET TO THE WEST LINE OF SAID NORTHEAST ONE- QUARTER OF THE NORTHEAST ONE-QUARTER; THENCE N00°55'47"W ALONG SAID WEST LINE, 1320.36 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE N00°07'30"W ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER OF THE SOUTHEAST ONE-QUARTER, 913.46 FEET TO THE SOUTHWEST LINE OF THAT SY WIDE DENVER WATER BOARD EASEMENT RECORDED AT RECEPTION #92130445 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE S89°07'31 "W, 57.62 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 791.19; THENCE THROUGH A CENTRAL ANGLE OF 15°21'56", NORTHWESTERLY ALONG THE ARC OF SAID CURVE 212.18 FEET, SAID CURVE HAVING A CHORD OF 211.55 FEET WHICH BEARS N50°55'48"W TO A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1529.61 FEET; THENCE THROUGH A CENTRAL ANGLE OF 12°49'33", WESTERLY ALONG THE ARC OF SAID CURVE 342.40 FEET, SAID CURVE HAVING A CHORD OF 341.69 FEET WHICH BEARS N75°38'51"W TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1022.23 FEET; THENCE THROUGH A CENTRAL ANGLE OF 10°05'16", WESTERLY ALONG THE ARC OF SAID CURVE 179.98 FEET TO THE POINT OF TANGENCY, SAID CURVE HAVING A CHORD OF 179.75 FEET WHICH BEARS N87°06' 16"W; THENCE S8705 1'06"W, 175.73 FEET; THENCE N00°23'12"W, 174.56 FEET TO THE SOUTH LINE OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SAID SECTION 19; THENCE S89°07'3 1"W ALONG SAID SOUTH LINE, 410.63 FEET TO THE SOUTHWEST CORNER OF THE SAID NORTH ONE-HALF; THENCE N00°23'12"W ALONG THE WEST LINE OF THE SAID NORTH ONE-HALF, 171.61 FEET TO A NON- TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 505.40; THENCE THROUGH A CENTRAL ANGLE OF 53°02'20", NORTHEASTERLY ALONG THE ARC OF SAID CURVE 467.85 FEET, SAID CURVE HAVING A CHORD OF 451.32 FEET WHICH BEARS N28°13'09"E TO THE POINT OF TANGENCY; THENCE NO1°41'59"E, 392.35 FEET TO THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE CITY OF WHEAT RIDGE ANNEXATION NO. 98-5, ORDINANCE NO. 1116, SERIES OF 1998, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 58 AS DESCRIBED IN THAT DOCUMENT RECORDED IN DEED BOOK 2177, PAGE 367 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE N87°01'30"E ALONG SAID BOUNDARY AND SOUTH RIGHT-OF-WAY LINE AND IT'S EASTERLY EXTENSION, 2907.23 FEET TO THE NORTHWEST RIGHT-OF-WAY LINE OF THAT PARCEL FOR INTERSTATE 70 RECORDED IN BOOK 1875, PAGE 159 IN SAID OFFICE; THENCE N38°50'10"E ALONG THE WEST LINE OF SAID. STATE HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°42'38"E ALONG SAID SOUTH LINE, 322.71 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ORIGINAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE ; THENCE S01006'12"W, ALONG SAID CITY BOUNDARY, 399.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE S88°56'22"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 559.40 FEET TO THE SOUTHEAST RIGHT- OF-WAY LINE OF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; THENCE S38°52'45"W, ALONG SAID SOUTHEAST RIGHT-OF-WAY LINE, 135.70 FEET TO THE SOUTH RIGHT- OF-WAY LINE OF SAID PARCEL; THENCE S89°22'40"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 232.23 FEET TO THE WEST LINE OF SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE S00°08'11 "W, ALONG SAID WEST LINE, 752.42 FEET TO THE SOUTHEAST CORNER OF THE NORTH ONE-HALF, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S89°07'3 1"W, ALONG THE SOUTH LINE OF SAID NORTH ONE-HALF, 1319.03 FEET TO THE NORTHWEST CORNER OF SAID SOUTHEAST ONE-QUARTER, OF THE SOUTHEAST ONE-QUARTER OF SECTION 19; THENCE S00°07'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST ONE-QUARTER, 382.28 FEET TO THE NORTH LINE OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; THENCE ALONG THE NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COURSES: 1) N89°52'30"E, 425.00 FEET; 2) N64°57'30"E, 177.70 FEET; 3) S89°39'40"E, 731.27 FEET TO THE WEST LINE OF THE SAID SOUTHWEST ONE-QUARTER OF SECTION 20; THENCE N00008' 11 "E ALONG SAID WEST LINE, 7.56 FEET TO THE NORTH LINE OF THE SOUTH 3/4 OF LOTS 21 THROUGH 24, ROXBURY GARDENS, DESCRIBED IN THAT DOCUMENT AS RECORDED AT RECEPTION #09337790 IN SAID OFFICE; THENCE N89°01'07"E ALONG SAID NORTH LINE, 990.43 FEET TO THE SAID WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AND THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING FOUR COURSES: 1) S00°41'53"E, 1005.12 FEET TO THE SOUTH LINE OF SAID SECTION 20; 2) S00°45'49"E, 1321.80 FEET TO THE SOUTH LINE OF THE NORTHWEST ONE-QUARTER OF THE SAID NORTHWEST ONE-QUARTER OF SECTION 29; 3) S00°4342"E, 241.50 FEET; 4) S06°23'48"W, 82.23 FEET TO THE SOUTH LINE OF LOT 16, SAID ROXBURY GARDENS, ALSO BEING THE NORTHEAST CORNER OF THE CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATION ORDINANCE NO. 152, SERIES OF 1974, RECORDED AS RECEPTION NO. 644863 OF SAID CLERK AND RECORDER'S OFFICE; THENCE S89°24'52"W ALONG SAID BOUNDARY AND SAID SOUTH LINE, 986.91 FEET TO THE WEST LINE OF SAID LOT 16, BEING THE SAID EAST LINE OF THE NORTHEAST ONE-QUARTER OF SECTION 30; THENCE N01001'50"W ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 198.040± ACRES COUNTY OF JEFFERSON, STATE OF COLORADO, DATE 2004, TIME , $ , RECEPTION NO. , PLAT BOOK , PAGE 0 0 Q O 0 0.. U W SHEET I OF I PARCEL OF LAND, LOCATEDIN THE SOUTHEAST I14 Or SECTION I9,1HESOUT'HWEST 1/4 OF SEC3'ION 20JTHENORTIHVLST 1140P SECTION 1111/Nau'KGES, CITYtUF `N41~AT 81A,GE 29, AND TIM NORTHEAST I/4 OF THE NORTHEAST I14 QUARTER OF SECTION30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF TIIESIXTH I/4 COA. C¢vucw ID5EC l9&30 y's +i,PARK SUBO/s/ON I ANNFX4Y/ON ORD. /115 PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: FG/M1'0 3-I%' BRASS DISK I2' u DO flfi9Wa^ (REC. N0. OTCR,6 \B1. SO, SFANPEO AS lHUW 5191520 ) R[0. NO. F0620596 / _ BEGINNING AT THE SOD!HEASTCORNER OF THE SAID NORTHEAST IPo OF TIM NORTHEAST I/4 OF SECTION 30, WHENCETHE CAST I14 COMER OF SAID SECTION 30 LIES 501°01'59CALONO THE EAST LINEOF THE SAID NORTHEAST 114 OF SECTION 30 1320]9 FEET I ANNEXATION AP TO THE CITY OF WHEAT RIDGE, STATE OF COLORADO. A PORTION OF THE SOUTHEAST QUARTER OF SECTION 19, A PORTION OF THE SOUTHWEST QUARTER OF SECTION 20, A PORTION OF THE NORTHWEST QUARTER OF SECTION 29, AND A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30 TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN COUNTY OF JEFFERSON, STATE OF COLORADO. PROPERTY DESCRIPTION: UNINCORPORATED II JEFFERSON, COUPIPf IS `I PG. 36]) A= 530220" - 7 ' CI R = 505.40 a L = 467.85' w a q CH = N28'13'09 "E ° I >w 451.32 Q NOW23'12"W 171.61' 410.63' J I_ 589'07'31 "W ' Sfc " N00'23'12"W 174.56' ~ S87'51 06 (flEC. N0. 96109962) 175,73 - ft - - I9mkg 'NS 1695 . N73'4238"E qf- Clfl OF SFp ER 1' I I 'w'K°u,,,£ PG 55)':'LOr Ze 322.71r. 11TH /NBUSTR L PARK SVBOJV/S/ON i (TIC N0. 0IDWI6) `fIHEA'I RIDGE ~ 4T1 /NOUSYR/AL PAKK S,UBO/♦)/5/O/✓ UNINCORPORATED ANN£IIATION NO. 9F-5 ORD. IJJ ' III LA 61.96) JEFFERSOPI COUNTY (REC F, CODFO991 , 280 23r/ N38'S0'10"E /N87'Oi 30°E' dfi26z' O.C. 161s.i PC 8159) COLORADO HIGHWAY 58 ISK OPA PG TO) Hx, lots), 01°41'59"E (fix 2111, PG. 36]) RIGHT-OF-WAY WIDTH VARIES 92.35' THE DEPARTMENT OF HIGHWAYS- STATE OF COLORADO S88'56'22 W. 559;40' S38°52'45"W _ d~ -f3S.7G' S89°22'40"W' 232.23' (oT Rc O 3 a ROXBURY MAVENS _ b- REC. No. oS 71.) 0 sE core. x r/z sE 1/e. Ll 1. O S00°07'30"E 382.28'- zso 1zs o zso 500 A= 100510 ' A= 12'49'33" R = 1022.23 R = 1529.61' scAIF: T' = zsD' L = 179.96' L = 342.40' H% N87'06'16"W CH - N75'38'S1"W 179.75 341.69 A = 15'21'56" LEGEND: j L IPI ,PORFlTED R = 791.19' JEFFERSON COUNINt L = 212.18' CONTIGUOUS BOUNDARY MEN CITY OF WHEAT RIDGE CH = N50'55'48"W 211'55 a INDICATES CHANGE IN COURSE ONLY I CCEED L7 t7 C"~^9 CITY OF MEAT RIDGE BOUNDARY UNP(A>TEO (NEC. NO 92165390) s0990'S5'W. 252597- "S M -sE 1%. SEC ]S ITS A69 W. 6M. N. 1054 PG. ]49 - frJ sEG 19 & J6-- ~6 1/< LOA COMMON FWNOflE05]ONIAW/TINSELED 'i" sEI9 EMBf00E0 LONG. MARMB AS 9HONY SW CM. IN . 19 CONTIGUITY TABLE TOTAL BOUNDARY = 19,5763 FEET UNP/AFEED (REC. NG 9210539G CONTIGUOUS BOUNDARY = 6,1903 FEET PERCENT CONTIGUOUS = 31.11 ANNEXAHON AREA = 190.0403 ACRES 7 yr.. Fi_EB+ IV {1 L II 111 I I° m OWNERS VICINITY MAP NOT TO SCALE a"" " Lj1 u LOT I ^1~ R< b Rc IS ]3$ "0W. NET FAA 19 03' 7 " ° T - ; 3 13 589 0 1 'm,; sE v<, sF U", N00°08 11"E ° " ' 1 h N89 52 30 E 7.56 1 7'31"W / 425.00' l ° ' " I ,89 01'07"E 43' 99 589 39 40 E 62' r 57 731,2] ' . URY GROENS . N0.P IH '11, SW' 1H 3/4, LOTS 21-9d, ROX6 N64'S 1 17777.70 .70' 69 752' VGE 1 ~tA/1111 s \ 1 I 1 s=c,l.0 1 1Rp \ \ (REC HO 9]]]]90) N m l \ \ I~ 6 N \ 9e\ \ g 1 \ ~ 2 M \ ry L VACATED PROSPECT AVE, (W. BETH AYE} - - (ON. 195¢. PG. JI! ✓69'ZZ'I6'f-265T.19' - _ _]0f -Vg _NBRM TIN[ NIV I%, CS, 3S TJS SEN,, 6M P.M_ A, E ' O I ~y "J21;~Rglt.7 WP WC 11,n 1X11 2F FWNO JPS'6RA55 WP WC 11,n I 0 91A. A=3NOII IH WIM 6RWN0 m L I . - I l e 11- I k II-! I a I .I SL'J\JJ 9 nu LOT/ H n ; ~ I v, nI ~ I m S`eCl exe J Z I ROX6URY MFO~"NS (flEC N0. 0933]]9p) _ I ~'N In 3 (OT /9 I D; a i F I< IPOINT OF WIC 'BEGINNING 1/ 0, NEIS R.. SO, JB x 1 \ 1 bM 4 Au SWE, DNE AIR, 114, NW 0, SEC C. M III AFPLEWOOO MESA DATE: 12/9/04 JOB NUMBER: 304055 3id AOOFAV/ ENGINEERS (MN. N0. 59159494) ARCHITECTS SURVEYORS Farnsworth SCIENTISTS GROUP 6055 EAST TUFTS AVENUE. SUITE 550 - OENVER. COLORADO 80237 (303) 692--8838 FAX: (303) 692-0470 www,,-w.c"m TUBES 12/15/04 - REUOVED JEFFERSON COUNTY PARCEL, ANAL) REMAINDER OF LOT 16 TOM CH CE T SAIDOT ALONG TIM SOUTH LURE OF THE SAID NORTHEAST 1140FTHE NORTHEAST IN OFSECt10N 30, 1]15.11 PEEI'TOTHE WEST LIFE OF SAID NORTHEAST 114 OF LINE. 132IW; NORTHEAST THENCE NRO°55'4T'W ALONG SAID 8A10 WEST LINT, 1320.34 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1140PTHE SOUTHEAST /0OF SECTION 19; THENCE NOONGF30 WEST LINE OF SAID SOUTHEAST1/dOF'!HESOUTHEAST 1/4,913.46FEET TO THESOUI'HOFTIIAT SP WIDE DENVER WATER HOARD EASEMENT RECORDED ATRECEPTION::9El]0945 M THE JEFFERSON COUNTY CLERK AND NO RECORDERS OFFICE; THENCE SEMI RA C57.62 ENFEETTOANON-TANGENTCUROHAVINGARAONS FT, S CURVE HAVING A THENCE THR THROUGUGH A CENTRAL ANGLE OF IS°21'56", NORTHWESTERLY ID4FSTERLY ALONG THE TIIE, RC RC OF CURVE SAID 212 18 FEEEET CHOROOF 211.55 FELT WHICFl BEARS N50°55tl8 "W N A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY LY HAVING A A RADIUS S OF 1529.61 FIRM THEN THENCA BEARS N75-38-5 OF 12°19 3]°, WESTERLY ALONG THEATURE SAID CURVE 34260 FEET, SAID CURVE HAVING A CHORD OF 341.69 69 G9 FEET FEET WHICH BEARS N]5°JB'S 1"W TO A POINT T OF OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF On 23 FEET; THENCE THROUGH , A CENTRAL 17531 FEET; OF 10105'16", WESTERLY ALONG THE ARC OF SAID CURVE OEM FEET TO THE POINT OF TANGENCY{ Tk1ENCE SSP~St '06"\q FELT; 'NCE NOO-2 '1 W,LONASA N MTOTHE SOWN LINE THE NORTH II2,OFTHE SOUTHEAST SNOSECTION 19; 114 OF THENCE 389.07 589°Ol1 2- ALONG SAM SOUTHLIFE. 110.63 FE THE SOUTHWEST THE SAID NORTH THENCE NOD-23 'IE"W ALONG THE WEST LINE Or THE SAID T SAID NORTH In, 1]L61 1 FEET FEET ' TO TO A A NONTANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF SOS,dO; ERLY ALOG THEARC OF SAID CURVE 46].85 FEET, SAID CURVE HAVING A THENCE THROUGH ]2 [LET WHICH BEARS ANGLE OF 511 9 1E TO THE POINT TANGENCY; GHOST) OF PAGE 367 IN THE JEFFERSON CITY OF `NHEAI RIDGE 0 O~ 1 p t-W u a Q 3 Q n e B~ Y l p m tiw m P z~l - All o "€GN ~u o p$pz~~ I j 021 VIa 'NdR; xia°~ I ,I ~I II 143A PG, ER 1952. ;986.91 IMSr BUSINESS ROE O wESY B ENTER-F/L. ANo. ID 3 TO ASSET as L. x0. fo90nt67 BUS/NESS `ENTER CFIY OF (REC. No 69076366) WHEAT MUGE 3 ANNFXAT/ON ORD. 152 (To 2631, . 6946AA) (REL . N0 N 63) I14 OR CW]ION To ssG Jo k 29 FWNB J.3 BRASS OI9H IN RANCF 60.1 WARE. 11 REN. THENCE N87°01'30'E ALONG SAID DOUNDARY AND SOUTH RIGHT-OF-WAY LING AND IT'S EASTERLY EXTENSION, 29G.23 FEET TO THE NORTHWEST RIGHT-OP-WAY LANE OF THAT PARCEL FOR INTERSTATE TO RECORDED IN BOOK I875. PAGE 159 IN SAID OFFICE; THENCE N38°50LUT ALONG THE WEST LINE OF SAID STA3'E HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°4238 "E ALONG SAM SOUTH LINE, 32211 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ARMORIAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE; THENCE S0 1°0612W, ALONG SAID CITY BOUNDARY, 3997] FEET' TO'GM SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE S88°56 2F W, ALONG SAID SOUTH TEMP -WAY LINE, 55940 FEETTO THE SOUTHEAST NGHLOP-WAY LINEOF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; THENCE 338°5245\V, ALONG SAID SOUTHEAST 1UGH'EOF-WAY LINE, 135,70 FEETTO THE SOUTH RIGHT OF-WAY LINE OF SAID PARCEL, THENCE S9 W, ALONG SAID SOUTH N 11OF-WAY LINE, 2232.23 TO THE WEST LINE OF SAID SOUTHWEST U4 OF SECTION 2P THENCE 5OO.000°0811 V "W, ALONG SAID W\4ES E5' r LINE, [,]52.42 FEET TO TO THE E SOUTHEAST CORNER 0PTHLNORTIi 1R, OFTHESOUTHEAST I/d OF SEC rION 19, THENCE 1 ALONG THESODTfILTD. OF SAID NORTH 1/2,1319,03 FEET DO THENORTH\VFST CORNER OF SAID SOUTHEAST 114, OF THE SOUTHEAST 114 OF SECTION 19; THENCE 500°0]30"E, ALONE THE WEST TAPE OF SAID 80U'IHEAST 1/4.36228 FEET To THE NORTH LINE OF THAT PARCEL DESCRIBED IN THAT DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; THENCE ALONG THE. NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COIJRSPS: 01489°5230 T, 425.00 FEET; 2) N64°57'30"E,177,70 FEET; 3) 589OTIF"F., 73127 FEET TO THE WEST LINE OF THE SAID SOUTHWEST 114 OF SECTION 20; THENCE NOOVSI VE ALONG SAID WEST LINE, 7.56 FEET TO THE NORTH LINE OPTION SOUTH 314 OF LOTS 21 THROUGH 24, ROXBURY GARDENS, DESCRIBED IN THAT DOCUMENT AS RECORDED ATRECEPTION 909337790 IN SAID OFFICE; THENCE 1489°0107T ALONG SAID NORTH LINE, 990.43 FEETTO TIM SAID WEST LINE OFTHE CITY OF WHEAT RIDGE BOUNDARY AND THE WESTNGHT OF-WAY LENE OF INTERSTATE70; THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE THE FOLLOWING FOUR COURSES: 1) SE F41'S3"E, 1005.12 FEET TO THE SOUTH LINE OF SAID SECTION 20; 2) S00°45'49" E, 1321,80 FEET TO THE SOUTH LINE OF THE NORTHWEST 114 OFITHE SAID NORTHWEST 114 OF SECTION 29; 3) SODET42"E, 241.50 FEET; 4) S06°23'Q8"W, 5223 FEET TO THE SOUTH LIFE OF LOT 16, SAID ROXBURY GARDENS, ALSO BEING TIE NORTHEAST COPPER OF THE CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATION ORDINANCE NO, 152, SERIES OF I97d, RECORDED AS RECEPTION NO. 641563 OF SAID CLERK AND RECORDER'S OFFICE; THENCE S89-2452 "W ALONG SAID BOUNDARY AND SAID SOUTH LINE, 98691 FEEL TO THE WEST LINE OF SAID LOT 16, BEING THE SAID EAST LINE OF THE NORTHEAST 114 OF SECTION 3Q THENCE NOI.OVSOW ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGINNING. CONTAINING AN AREA OF 1980401 ACRES GENERAL NOTES: 1, THIS ANNEXATION MAT WAS PREPARED DURING NOVEMBER AND DECEMBER, 2004 2. BASIS OF BEARWG: BEARINGS ARE BASED UPON THE WEST EWE OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 3 SOO., RANGE 69 WEST OF THE 0TH PRINCIPAL MERIDIAN, AS BEING S01°01'SWE PER THE CITY OF WHEAT RIDGE, COLORADO HOAILONTAL AND VERTICAL CONTROL SASE MAP ON FILE WITH THE JEFFERSON COUNTY CLERK AND RECORDER AT RECEPTION N0.920150]5. SAID LIFE IS MONOMENTEO AND SHOWN HEREON. SURVEYOR'S CERTIFICATE 1, DAVID C. DIFIM11O, A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, DO IUMEBY CERTIFY THAT THE HEREON ANNEXATION MAP TO THE CITY OF WHEAT RUDER COLORADO WAS PREPARED ORDER MY SUPERVISION AND TO THE BEST OF MY KNOWLF,OGE AND OPINION ACCURATELY AND PROPERLY SHOWS SAID ANNEXATION. Ep\OIIIIIIIq/Nr O REC/f/, FOR ROD ON BEHALF OF PARECLAACRILl GROUP, BAN BY: DAVID C, D6ULVIO,PL5HOW 16401 c CITY CLERK'S CERTIFICATE uunnl"` I_ CITY CLERKGPTIIE CITY OF WHEATSOGG COLOFdOO, HEREBY CERTIFY THATTHIS IS A TRUE ANDACCUMTECOPY OF THE ANNEXATION MAP APPROVED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COL02VJD, CONTAINING TO. DESCRIPTION OF LANDS ANNEXED TO THE CITY BY ORDINANCE NO. MINI- A CERTIFIED COPY OF WHICH IS HEREWITH FILED, WHICH ORDINANCE BECAME EFFECTIVE ON ,2TH AND IS RECORDED UNDER RECEPTION NUMBER ON 2001. COUNTY CLERK AND RECORDER'S CERTIFICATE THIS ANNEXATION MAP WAS FILED FOR RECORD IN THE OFFICE OF THE JEFFERSON COUNTY, COLORAOO CLERK AND RECORDER ON THE DAY OF 2004. BY: COUNTTCLERKANDRECOMER DEPUTY ORDINANCE NO. SERIES OF COORS/CABELA'S ANNEXATION NO. 1 O COORS BREWING -CO. WILLIAM JR. & O BEVERLY JEAN SALTER 1315.51- REM4/NO LOT f2 2 a O LOT I p W R OXBUFY G I FOXBURY WR MRO£NS - 91' A (REC. NO. 09337790) O O (REL. N0. 09J3]7,F) ]90) IIIE . 5 OO /AIDE A P PPL Gd A 11 C. N O OPEC. NO, 88 0049J16) C'd REC.. . NO, 6 6 N949 ]0 UNINCORPORAFED JEFFERSON COUNTY 1. 99RD PL W S 9; _ " NO O I 'L / O X Z Q 0 z N (6 U c 0 ~X W 4-a U) U) co U U) L. 0 U L O .C,0 1 > O a) .E 1-.' 4- • L 0 -1--O L O N X L- O Q U IZ- N 0O U) ~N c: C: U Q O N U) Ca 0 O OZ5 0) U) 4-0 O Q. 0) cn ca O O f~_0 _ C: N ~ X •V O U O E C: LO C: M UD C: C) =3 X 10 0 0 n~ W W Q W o W ~i ^tn W ^cr W ry c~ N L a U) 4-+ W E O cr a) ry O C~ U 4- 4-0 O z O C: C: Lo U) O O C: U N O co ~ N c~ 0 >1 Ci) c~ 06 O Co CY) F C: U E a~ E U) O I o U U ~ L 4-1 O O z U Q +-9 • VJ 4-j L O C:•O W ~ S- U) Ca ~ c) }O / c 4-0 U LL U) -0 Q5 O ,o U OL o 06 a- L- .O O N 0 U co~N L ~ 4-0 0 =3 L+.. 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(1) x O (C5 N N A O O Q U 4- O U 0- ~U ~ -r O C C: C 0)O Q (6 N N N C O CIO a) ( G) c m m U •X C: 42, ~ x ~ j W Q (n O (n O U) (n c6 .a mre wd_ r ~ U ~ o ~ o 4-1 U ~ U E a) 0 O X N C: C Q U) O U U ~ o ~ ~ o _rZ O O ~ _O O to ~ CU c6 Q I U I U I D I z I ■ O U W.% U) E L.L.. 0 m v! O U U LL O LL L O E U) L U O U N O _ X N (6 > + > C O _rZ U) ~ ~ 4- tm _ >1 O r U U N 0 U O O N 0 C: 0 0 U L to C L O y- O O 0 O C: -0 C: X X U O 0 C: C: O E x O C6 C6 E O O C: C: Z I Z I U W I Q I O U V J a) E a) 0 A-a CCU 0 4..; 0 U m H 0 L.L E a) 0 L L 0 E C~ N 0 - 0 . L a) +-1 O X a) U U) • .Q Ca a) O O V 4-0 Q • ~ ~ ~ • co ca U Q O ' 0 O . (CS 0 ~ E cn ca ~ ~ x 0 ca cn CY) ~ a) 4--j CO 4-j Q I- U U I I I I CIIUN'TY • 0 0 N TO THE CITY OF WHEAT RID d t A PORTION OF TH i _ 4 T" ~it A P`I - T T ► T1 T'9 T f"'1 T1 mT TT"1 ~ ~°'d► Ti _ - TT A ~ ~T'i ~ T T A 1"' 1"~°1'~`"'~ 1""1 7""1 ~ ~ ~ T _ l► T F y. Q~~~ 44TH /NDUSTR/AL PAR ~ (REC. N0.~07002 I1 L ti _ UI~IIPICORPOk1feL Z JsF~eR50M CO!11I'fY z a o e t - H q N01'41'S9'~E B W ~ ~PC.3eij' 392.35' ~ W i . - U w 0= 53'02'20' ~ ~ W~ R = 505.40' ~ m L = 467.85' CH = N28'13'09"E ~ I ~ w r~ 451.32 ~ Q f ~s~ O L N00'23~12°W I f i' .i J L 171.61 410.63 589'07'31 °W t ~ r SW COR.. N 1~2. SE 1~4. O sec. ,s N00'23'12°W 1 174.56' i ii~vvierr~n ~ $87'S1~06'~W u t„®I l® a s 4 ia~ ~ 01C REC. N0. ®G t ~4 D 3 4 LDT , 1NE SDUTH 1~DRTH L , 4, ROXBURY GARDENS f! I ~ I eoaK 1992, t I THENCE S89°07'31"W, ALONG THE SOUTH LINE OF SAID NORTH 1/2, 1319.03 FEET TO TH ~ THE SOUTHEAST 1/4 OF SECTION 19; TD THE N®RTHWEST CD~ER C)F SAID SDLTT~~EAST 1 /4, +aF ~ 'i ~ a C v THENCE S00°07'30'B, ALONG THE WEST LINE OF SAID SOUTHEAST 1/4, 382.28 FEET TO T J ,~f!~ / I ~ DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; ',T TD TI~~E NORTH LINE {~F T`~=CAT PARCEL DESCRIBED I~ T~CAT" ~a f t t • • ~ 0 ~ ~ m j -b _ [ i ( • ~ ~ r r rrr r ~ a ~ r rrr~ a t.. r~ ud~ T3S R69W 5-19 R 1- 5-30 t' ~~l-~~3-86 , S8. 1 LINE" SE SOUTH ~ ~ B TD SEC. 19 do 30~--- 1 4 COR, COMMON 1 S R"ED STONE W CHISELED + FOUND SW e______ - MARKED AS SHOWN EMBEDDED tN CONC. ' SEA P t i RI c ~ g :,.H,: , y., , . , fi ~ t t~ t~ . e F i a. ~~2` ~~y . ' t A 'v~' eft- ~l D . H+: :S~ L. . ~"^4+Attt. Y~n.. e,.`~ c.++'~ ~'Fi. en N..: AMY ,>Rjp r_ ~,a ' ~ r _-Yi. N z f ~ ~ ~ ~ k ~ ~ f E ~ _ rj 4 Y • y, - i : k ~<~w~.. ,c ? ' i ~ ~t- r r. v rf m I ~ z.;. ~y ~yg _ . -t~+ Mr S ~~r^#~ C~. ~:'~.~<i r.,pt y~P. Y_{.r dy, .,y r . , t1 r k; , { ~l.~ Y: ~ a F y,: {~~I M .q, ( ~1 h 3' ~4 t... f, r.. ~JL}".'. 1 ~ ~Yl.%n ~r` SN ~t aL`..: ~ ~ ~ ~ a t } 1 ~ _ s * ~yl ' o ~ < r /11 ~ . ' ; T ~ ~ r < t , u.,> ~ a 7 k ~ ~ :i ~I .;:.a..,... ~5.. ,bi; a ~l.i., rd ~'4' ` ~ ,M',a t , . J r~ t ^9~ i X r ti `o . ICI ~ 1 ( I I ; ~ 5`," 1,4, THIS ANNEXATION MAP WAS FILED FOR RECORD IN THE OFFICE OF THE JEFFERSON Cl 1 ( 1 La_ S C AT 250N COUNTY, COLORADO CLERK AND RECORDER ON THE 3 A PPLE1~1/OOD MESA APPLEWDOD LAND ~1 PPL~"1~Y000 GARDEN O WEST BUS/NESS i DATE: 12/9/04 JOB NUMBER: 304055 0 3rd A DD/T/ON 12nd ~/LlN f/L, NO. 3 (REC. NO. 59764494) (REC. NO. 88049716) REC. NO. 67249084 a (REC. NO. F0901318) 1/. 33RD PL. ul) v ENGINEERS Q)l ARCHITECTS UH 11NIC041,00ROVED (RI rnsvvort CD SURVEYORS q;q ANNEXE 2 rss I Rssw ((REC. I i S30 • S29 PERSON COUNTY PARCEL ADDED REMAINDER OF LOT 16 y 19192 114 COR. COMMON TO SEC. 30 & 29 CASE NO. SCIENTISTS G R O U P 8055 EAST TUFTS AVENUE, SUITE 850 - DENVER, COLORADO 80237 REVISED 12/15/04 -REMOVED JEFFERSON ~ FOUND 3.25" BRASS DISK IN RANGE BOX :RIVFNFRS FRROR_ REVISED DESCRIPTION PER CITY COMMENTS T cre"vFn ec cHnww ORDINANCE NO. SERIES OF (303) 692-8838 FAX: (303) 692-0470 www.f-w.com REVISED 1/25/05 -CORRECTED SCRIVENE COORS/CABELA'S ANNEXATION NO. 1 Registered No. 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2846 Fax: 3031235-2857 January 28, 2005 G Reg. Fee ft T: ,~3 Handling Return - li: KXi;;1\ c Charge Receipt -^rtYy~J 3~? g OL ~,,,Q1p ;e.~y Postage ~ Restricted ~f Ep l° Delivery r oN o Received by Q. onfebyo Insurance up in in a $25,ObD i`s indutle"d In the tee. F m K9th Postal International Indemnity Customer Must Declare Insurance. Full Value - is limited. without Postal /See Ferers ree/. Insurance OFFICIAL USE n - A / ' 7. - u r- E `o o - ti~n ma0 -y0 od.% U ~ m _ w 2 O Q LL Jefferson County Public School R-1 District 1829 Denver West Dr. Golden, CO 80401 Jefferson County Public School PS Form 3t py 7 - Customer May 2004 (7530-02-000-90b1) ••.•..,,,,dtion on Reverse) R-1 District _ For domestic delivery information, visit our website at www.uspsxom 1829 Denver West Dr. Golden, CO 80401 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the-Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, A 0- Alan C. White, AICP Community Development Director Enclosures Registered No. RR241493328US V 73~ ` Restricted 7500 West 29th Avenue d Wheat Ridge, Colorado 80033 U 0 3031235-2846 Fax: 303/235-2857 om f Handling Return Charge Receipt Postage ~ id. l0 ; Delivery Received by Customer Must Declare With Postal Full Value $ E] Insurance Without Postal 0 [ Insurance =c e up to ln the to national Indemnity is II.Red. (see Reverse). F ICIAL USE m 0 a o - LL 28 2005 J anuary , m 0 6e Frank Huftless J - County Attorney o 100 Jefferson County Pky. < Golden, Colorado 80419 Hank Huftless County Attorney PS Form 38 _ jy 1 - Customer May 2004 (7530-02-000-9051) (see information on Reverse) 100 Jefferson County Pky. For domestic delivery information, visit our welosite at WWW.uspsxom ® _ Golden, Colorado 80419 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Mr. Huftless: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map. Also enclosed is a copy of the Annexation Impact Report required pursuant to C.R.S. 31-12-108.5. If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, Ac 4L Alan C. White, AICP Community Development Director Enclosures Registered No. 7500 West 29th Avenue CO Wheat Ridge, Colorado 80033 3031235-2846 Fax: 303/235-2857 m 0 h'k2414e1:i3i4t)S Reg. Fee 7.~ Handling Return r Charge Receipt Postage Restricted ~ / Delivery UNS ID U~o~m)esflcirfsurence up to =,000 is incl.ded in the fee. Customer Must Declare With Postal International Indemnity Insurance Full Value $ is limped. Without Postal (See 9everse). Insurance OFFICIAL USE `i 0 Q u- -L eiz January 28, 2005 -4m Jefferson County 0 Board of County Commissioners w 100 Jefferson County Pky. Jefferson County Golden, CO 80419 Board of County Commissioners PS Form 38 ry 1 - Customer May 2004 (7530-02-000-9051) (see information on Reverse) 100 Jefferson County Pky. For domestic delivery information, visit our website at tv -usps.com Golden, CO 80419 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear County Commissioners: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map. Also enclosed is a copy of the Annexation Impact Report required pursuant to C.R.S. 31-12-108.5. If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, Z& C 4~ Alan C. White, AICP Community Development Director Enclosures Registered No. RR2414934161,JS °aw 7500 West 29th Avenue E0 Wheat Ridge, Colorado 80033 3031235-2846 Fax: 3031235-2857 om January 28, 2005 Moffat Tunnel Improvement District 1313 Sherman Street, Room 521 C/O Colorado Department Of Local Affairs Denver, CO 80203 Fee Handling Return Charge Receipt Postage Restricted Delivery Customer Must Declare Full Value $ _ OFFI E With Postal nsunmce Without Postal El Insurance Date Stamp RUMNYP )j IL USE E ~ p 150LI (N- a! a6 60,033 9 E g = Moffat Tunnel Improvement District 0 1313 Sherman Street, Room 521 w C/O Colorado Department Of Local 'a Affairs PS Form 38, Denver, CO 80203 Y 1 - Customer May 2004 (7530-02-000-9051) - (See Information on Reverse) For domestic delivery information, visit our website at tvww.usps.com Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, / Alan C. White, AICP Community Development Director Enclosures Registered No. Date ,$tamp PP,241493402US Reg. Fee 7- Jfs_~~t3~7 Handling 7Restricted f 4~ K 5V Charge I r12 7500 West 29th Avenue d Postage A~13 Wheat Ridge, Colorado 80033 o. obmesn`uttnfu ance up to 3031235-2846 Fax: 3031235-2857 Received by p0 r $35,OOPis1ldClu~eG. inthe fee. F m With Postal Internation al Indenulty Customer Must Declare ED Insurance Full Value is Ilmited: O Without Postal (See Heverse). Insurance OFFICIAL USE January 28,2005 E d Stadium 8 o 0 iDenver, !80204 a ° 0 Metropolitan Football Stadium District PS Form 38, y 1 - Customer 1701 Bryant St Ste 500 May 2004 (75au-uz-uuu-aun1) (see mtormation on Reverse) _ For domestic delivery information, visit our website at wtvw.usps.com Denver, CO 80204 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, G~L Alan C. White, AICP Community Development Director Enclosures _ Registered No. 7aa 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 3031235-2857 Handling Return v Charge Receipt d. E o Postage y, (ot Restricted Delivery e„ U ° Received by [0 T O O] omestic Insurance up to ,00 Is included In the tee. ~ Customer Must Declare With Postal' International Indemnity Full Value W maurance is llmlted. - ithout Postal (S. Rewse). f/ Insurance OFFICIAL USE E 0 7~CY~ G 29 ~ o _ c a~a LL Gu ,L/~` D p~33 aam ~l e oYn~n~ .e~ p a January 28, 2005 v m o=~ Scientific & Cultural Facilities District e 899 Logan Street, Suite 500 w Denver, CO 80203 a Scientific &'Cultural Facilities District PS Form 38l 899 Logan Street, Suite 500 _ May 20 For domestic delivery Denver, CO 80203 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: y 1 - Customer (See Information on Reverse) visit our website at w .usps.com ® J Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, A C4 Alan C. White, AICP Community Development Director Enclosures 7500 West 29th Avenue Wheat Ridge, Colorado 80033 3031235-2846 Fax: 303/235-2857 January 28, 2005 Consolidated Mutual Water Company 12700 W. 27th Ave. Denver, CO 80215 Registered No Date Stamp - Ftt2414973800 !n Reg. Fee t U,Y( IL 0~ - - - Handling Return - r~ ce slB~;: a Charge Receipt Postage Restricted (7 al J.: - E0 / Delivery o- 06 Received by , ----''~~~rr fils Ce Uome rto m T o m - ?p~ \ i $s5,UDe is hm ded In the tee. - Customer Must Declare With Postal Insurance - International. Indemni h -1 Full $ - - Without Postal l insurance is limited. (See Reverse). _ - F; NL RUSE. 0 7~r`-t/1 ` 1 ' ~r`~7•V . _r 'c / m 6 m / 1 r 171 • O J 'r, % i LJG7 fvG -$m oSa o 2 o Consolidated Mutual Water Company w 12700 W. 27" Ave. Denver, CO 80215 May 2004 (753u-uz-uuu-uuu i ( Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, Alan C. White, AICP Community Development Director 2 - Post Office Enclosures _ Regist ered No a F 493 '1 i f241 376 2 f ' Reg. Fee P ,1 T I D Off ~ p ~ ~'7 Q . Handling Return e+~ LAVYC: , ) 7500 West 29th Avenue d n= Charge Receipt c~ - 317.1 _ Postage Restricted 281/0~' ; Colorado 80033 Wheat Ridge o ti 0^ Y; J f Delivery , 303/ 235-2846 Fax: 303/235-2857 m a Received by 1.9 1C Insurance up to r m "'00 is 11 1 in Me tee. Customer Must Declare With Postal International Indemnity insurenee Is limited Full Value $ Without Postal (See Reversal. CC// Insurance USE OFFICIAL w~t.U Ir c 7 ` E B O L L r✓ o - LL 14)A e" PoO 33 sem. MIM a., m m January 28, 2005 Eat Urban Drainage & Flood Control o F- District ` 2480 W. 26' Ave., #156B ` Denver, CO 80211 Urban Drainage & Flood Control District Ps Form 38 y 7 - Customer 2480 W. 26th Ave., #15613 May 20 _ Fo 04 (7b..-ue-uuu-auo If (bee rnromration on Reverse) r domestic delivery information, visit our website at wtvtv.usps.com Denver, CO 80211 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, II// C v~ Alan C. White, AICP Community Development Director Enclosures Registered No. Handling Return 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 r g E 0 LL U..n md0 2005 o a m January 28 , m o w a Fairmount Fire Protection District PS For m 3 May Fo ll St 4755 I b d e . sa e rr t v Charge Receipt 25 Postage , Restricted t0' E0 Delivery o y ° Received by t. M 00 Customer Must Declare With Postal Full Value Insurance Without Postal L] Insurance OFFICIAL UE Golden, CO 80403 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: a.e et - ¢z nn~v~~ 3k T ]o'mes6E',Irt'!js le to SOOUIS- IhEluded In In th the fee. International Indemnity Is Ilmited. (See Rave..). / 1 - Customer (See information on Reverse) visit our website at www.usps.com Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, l,& l'1 Alan C. White, AICP Community Development Director Fairmount Fire Protection District 4755 Isabell St. Golden, CO 80403 Enclosures - Registered No. KK24t493359L'S Reg. Fee -),sp. Handling Return 7500 West 29th Avenue d Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 3031235-2857 a m T Om F Postage Delivery I:-. ID, 0342'^, 3 ge* With Postal International Indemnity Customer Must Declare - ILI Full Value $ Insurance is limited. v( Without Postal (See Re..). 6 Insurance OFFICIAL USE 0 75-60 4) 2rz 0 , . 0^,6 LL Gs 2, 1016 (2- i CIO 0 m a m T1~v' - d'/7'L Lt~oY•~+-/ ~-T ~ L E "m January 2005 O s West Metro Fire Protection m ~ O District w 9095 W Jewell Ave a Lakewood, CO 80232 West Metro Fire Protection District Ps Form 38, _,,y 1 - customer May 2004 (7590-02000-9053) (See Information son Reverse) 9095 W Jewell Ave _ For domestic delivery information, visit our website at www.u .usps.com Lakewood, CO 80232 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, k, L 4 Ca Alan C. White, AICP Community Development Director Enclosures _ Regist ered No. Date Stamp - kk2414^,3345U5 Reg. Fee IT ID 0~. Handling Rearn r 'Xk5{7 t 29th A 7500 W d v Charge Receipt Posta e R t i t d -~fi~rr 1 01/2EKr5~f ) venue es g es r c e Delivery E 1 Wheat Ridge, Colorado 80033 ~T l 303/ 235-2846 Fax: 303/235-2857 in T Received by ~ V n¢ I reJnl ertce I. F m 125,= is Included In the fee. Customer Must Declare With Postal Intema[lonal Indemnity Insurance Full Value $ is /Reves Without Postal (See Reverse). Insurance OFFICIAL USE Q~ ~ o p ~~7 d 1 ~ 0 N P V C ii . LL Gs ~ ~ .e 33 ma`m L D ~ y e_ ' om January 28, 2005 m E a m _g Prospect Recreation & Park District m 4198 Xenon St. w Wheat Ridge, CO 80033 a Prospect Recreation & Park District PS Form 38 y 1 - Customer May 200 4 (7530-02-000-9051) (See Information on Reverse) 4198 Xenon St. _ Fo r domestic delivery information, visit our website at www.usps.com Wheat Ridge, CO 80033 Re: Cabelals/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, A C, vV01, Alan C. White, AICP Community Development Director Enclosures Registered No. RR24149333106 /,U4IT ID: 0342 Handlin 11 J71C1~r R'.G XRuYi I g ~ r t ue 7500 West 29th Aven d 0 Charge - Postage 7RPt 7 011281(2 Colorado 80033 Wheat Ridge a- , -2846 Fax: 303/235-2857 303/235 m $ Received by . Domastlc'Insumnee upt m -$25,WD is included In the I ` Customer Must Declare With Postal International Indemnity Insurance Full Value $ _D is limited. Without Postal (See Reverse). Insurance OFFICIAL USE q a V ~/c4 n E o o 6-), ~ ~e ✓gy 2., U ~ n W m to dq~ January 28, 2005 - m o p Regional Transportation District w ~ 1600 Blake St. Denver, CO 80202 Regional Transportation District PS Form 38 ry 1 -Customer May 2004 (7530-02-UUU-auat) .ion on Reverse) 1600 Blake St. For domestic delivery information, visit our website at www.usps.com Denver, CO 80202 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, Ac ~~ii W6L Alan C. White, AICP Community Development Director Enclosures Registered No. RR241497,4s,US Reg. Fee 7500 West 29th Avenue E0 Wheat Ridge, Colorado 80033 g o 3031235-2846 Fax: 303/235-2857 m a I- m Handling Charge Delivery Domestic Insmonce up to $25,000 Is mduded in to fee. Customer Must Declare With Postal International Indemnify Cust uII omen M Insurance Is limited. _ Without Postal (Sce Reverse). 0 Insurance OFFICIAL USE 7CA tin LL e-Cl D 6033 m a m J GryL(-M+ ~ Y L N -bm January 28, 2005 g = Jefferson County Law Enforcement d o o Authority or 900 Jefferson County Pky. Golden, Colorado 80401 Jefferson County Law Enforcement Authority PS Form 38 ry 1 - Customer May 2004 (7530-02-000-9051) oron on Reverse) 900 Jefferson County Plcy. _ For domestic delivery information, visit our website at WWw.usps.com Golden, Colorado 80401 Re: Cabela's/Coors/Salter Annexation to the City of Wheat Ridge Dear Sir or Madam: Pursuant to C.R.S. 31-12-108, enclosed please find the following documents concerning this proposed annexation to the City of Wheat Ridge: 1. A copy of the publisher's affidavit as proof of the publication of the notice of the public hearing. 2. A signed copy of the Public Hearing Notice. 3. A copy of the resolution setting the hearing date. 4. A copy of the Annexation Petition. 5. A copy of the Annexation Map If you have any questions about the materials, please contact me at 303-235-2846. Sincerely, A C*~ Alan C. White, AICP Community Development Director Enclosures - Regist ered No. Date, Stamp - RR2414933075US I s R F Q +u eg. ee . Handling Return i n ~2Yl' 9 i(vRt v v Charge Receipt y . . XR 'i Qil2b Eo Postage c Restricted 1. Delivery 6 m Received by Domestic Insurance u00 " T o n e ' e ni fee. V5,006 in m na n Customer Must Declare with Postal International al Indemnity Insurance Full Value $ is limited. 7:71 without Postal (See Reverse). " Insurance OFFICIAL USE E f- 6'C/ Ci ~ 0 E o 5~ 11. a ~ LL Urn Tc= 'let m a m N Dm hzc~y a2m ea_a Nanette Neelan 0 M Assistant County Administrator a 100 Jefferson County Pky. Golden, CO 80419-2520 PS Form 3$' y 1 - Customer - May 2004 (75ou-uz-uuu-aubi) (See information on Reverse) For domestic delivery information, visit our website at wtvw.usps.com COUNTY TY OF JEFFERSON, STATE OF COLORADO, DATE 2004, ANNEXATION l RinC~F,_ STATE OF COLORADO. A PORTION OF THE SOUTHEAST QUARTER OF 0 0 N TO THE CITY OF WHEAT RID A PORTION OF THE 4, TIME , $ , RECEPTION NO. , PLAT B MAP fHF, NnRTHWEST QUARTER OF SECTION 29. AND A PORTI N F =E w TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH COUNTY OF JEFFERSON, STATE OF CO SHEET 1 OF 1 H OF SECTION 19, A PORTION OF THE SOUTHWEST QUARTER OF SECTION 20, Q THEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 30 ~ \ r/a coR coA+Maa ro cc. ~v~ ~w""r ¢4ov c~'o~nsrRl9~ I CITY ~F M/~I ~~,z,. f H PRiNCiPAL MERIDIAN 44YH /NDUS7RL4L P/IR ~ (REC. N0. 07002 !1PIII~IrOkY0it1fiJ O Ji~Fe~~O~`I CCIUPITY ' z 0 F , ~ NO1'41'S9°E B W ~ ~PC.3'sij' 392.35 ~ W `I D= 53°02'20' ~ ~ ~e R = 505.40' ~ m L = 467.85' a, CN = N28'13'09°E J I ~ w 451.32 Q . O N00'23'12'~W J ~ 171.61' 410.63 S89'07~31'~W ~ r SW COR.. N 1/2, SE 7/4, O scc. is N00'23'12'~W ~ ~ i' 174.56' ~ S87'51'O6°W UNPL-0TTED I C. N0. 9010996 RE J r . UL 4 LOTS 21-24 ROx~~ ours ~ TH LINES NCR 4~ ROXBURYGAKUtNS /j ~ 111L1~~LUVI V/✓1 ♦1~[1LV1~V 111LUVV111L11~LV1 4✓t11L1~V1\1111/L~ 1✓11.V✓1LL1 1~~ +++i j~~ 1 1 1.1.1 1 1 t.! 1 1 1 1 1 T T Ld 6✓ 1 1/ O.l 1 i.l \ .Ll 1 S 7. ! 1 V L i__L 1.P A,,.I t,1 4.,1 1 1 1 Ae.l l i..,) 1 1 A 1,J 1 ~ » ~ i ~ BOOK 1992, i THE SOUTHEAST 1/4 OF SECTION 19; ~ THENCE S00°07'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST 114, 382.2$ FEET TO T i ~ DOCUMENT RECORDED AT B~JOK 1992, PAGE 752 IN SAID OFFICE; • t `i ~ _ _ ~ J .I I / I 'Q THF,NCF, ALONG THE NnRTH LINF, ()F SAID PARCF,L THF, FOLLOWING 3 COURSES: F. . v of t i s Q ~ I r ar + ~ 1 • f K~ _ . _ a -(i-' a.+ S ~ ~ ~ ~ ~ a rrrrr r ~ ~ • ~ Y i ~ ~ 'J ~q~ _ ~ 1 1 i '1 X38 R69W ..~.f R S-30 1 10-23-86 S8. LINE SE ;t~_ _ SOUTH K B _ SEC, 19 & 38-- 1 4 COR. COMMON TO R STONE W CHISELED + FOUND ED SW _ ARKED AS SHOWN EMBEDDED IN LONG M SEA L[ _ (`c 9 F y+ I { _ ~ _ , . 2F kW~~yg t z J; ^ t f 4 , z ~ , y f r i ~ X'+.. .::xnb. .vaa<ii:Xau~ »+n ~ ! k y. J \b k .i%}X' L .--.,-e_._~..«-..___--_e-....._ YI~ . ~ ^ h ~ 3 `t vim.. riaw:?~'... » s s~ ~ Y t" > i' d . a~ \ t :e ~ y , s- A ate.. rori.. ~ - i r ~n F > 1 a i I .a . N 1 F y' f Y ,w,~> ~a ss _1 E r., y 2.~. . ~~5~ Y { ~w y h fib" S v d- ~ ~ 7 ® ~ ~r1;; »~y ~ f t ~ ~ yi~~ ; \ ~ ` N ~ , . . r ~ . , ~ ~~~I •i 1 o 8 ~ _ ~ ':i~~ i~ ~:yy~,~. $ _ R ~ s Y' Aa p. . S"~ r, i X W fF Z d ~ Z x , b ~;i: N yW E . Q , 5 t i ~ Y~ a r4 t - ~ - . , hH t, c~ ~wa~/ r X t V APPI.EWOOD MESA 1 ~1 I i Job JA , rr', i UU,V~7 1 1111th 1-1-114114L'11C111V114 1Y1t1C vv t10 1L u 1 V1l 11L't~ V1.L! 1114 111L' U1 1'1%-A-., V1' 111L' iI-A,IUIXOVl14 %-/1 Lr-of...n T"~ A Ar nn 0'1 nn A \►~~l1V ~.UV1~! 1 1 ~VL4JlOt~illJ ~LLJilIl 1`1.1 `NU 1tL+~ tl.[~..l.Jlr l1'4 111L:, 3 3rd ,~OD/T10N A pPLE"LY000 LANE' A ~'t'L~WODD G4 RD EN d 1~YEST BUS/NE"SS DATE: 12/9/04 JOB NUMBER: 304055 0 J2nd F/VN ENTE"R-F/L. 1Y0. 3 (REC. NO. 59764494) (REC. NO. 88049716) REC. NO. 67249084 (REC. N 0. F0901318) 0 U W. 33RD PL. W ul) ENGINEERS 0 UIN111COiZi~C~it~~1' E J ARCHITECTS (RI 1 E F F E 4E) CAN I c O~J~I'f'f A Niv~rr 11 C119T3 ~(BK. 2 Rssw (REC. i S29 y2 ~ 114 COR. COMMON TO SEC. 30 & 29 J w_ Farnsvvort CD SURVEYORS i SCIENTISTS GROUP CASE NO. 8055 EAST TUFTS AVENUE, SUITE 850 - DENVER, COLORADO 80237 ORDINANCE NO. SERIES OF (303) 692-8838 FAX: (303) 692-0470 www.f-w.com REVISED 12/15/04 -REMOVED JEFFERSON ~roo~Ki ~r,iiKirV DAD(~CJ Mll['O DC1/AIAIIICD r~u n-r IC rQOe~c~ FOUND 3.25" BRASS DISK IN RANGE BOX COORS/CABELA'S ANNEXATION NO. I j Exhibit A COORS/CABELA'S ANNEXATION NO. 1 A PARCEL OF LAND, LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, THE NORTHWEST 1/4 OF SECTION 29, AND THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 QUARTER OF SECTION 30, BEING IN TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE SAID NORTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 30, WHENCE THE EAST 1/4 CORNER OF SAID SECTION 30 LIES SO 1-01'50"E ALONG THE EAST LINE OF THE SAID NORTHEAST 1/4 OF SECTION 30, 1320.79 FEET; THENCE S89010'02"W ALONG THE SOUTH LINE OF THE SAID NORTHEAST 1 /4 OF THE NORTHEAST 1/4 OF SECTION 30, 1315.31 FEET TO THE WEST LINE OF SAID NORTHEAST 1/4 OF THE NORTHEAST 1/4; THENCE N0005547"W ALONG SAID WEST LINE, 1320.36 FEET TO THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 19; THENCE N00°07'30"E ALONG THE WEST LINE OF SAID SOUTHEAST 1/4 OF THE SOUTHEAST 1/4,913.46 FEET TO THE SOUTHWEST LINE OF THAT 80' WIDE DENVER WATER BOARD EASEMENT RECORDED AT RECEPTION #92130445 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE S89007'31"W, 57.62 FEET TO A NON-TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 791.19; THENCE THROUGH A CENTRAL ANGLE OF 15021'56", NORTHWESTERLY ALONG THE ARC OF SAID CURVE 212.18 FEET, SAID CURVE HAVING A CHORD OF 211.55 FEET WHICH BEARS N50°55'48"W TO A NON- TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 1529.61 FEET; THENCE THROUGH A CENTRAL ANGLE OF 12049'33", WESTERLY ALONG THE ARC OF SAID CURVE 342.40 FEET, SAID CURVE HAVING A CHORD OF 341.69 FEET WHICH BEARS N75°38'5 1"W TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 1022.23 FEET; THENCE THROUGH A CENTRAL ANGLE OF 10°05'16", WESTERLY ALONG THE ARC OF SAID CURVE 179.98 FEET TO THE POINT OF TANGENCY; THENCE S87°51'06"W, 175.73 FEET; THENCE N00°23'12"W, 174.56 FEET TO THE SOUTH LINE OF THE NORTH 1/2, OF THE SOUTHEAST 1/4 OF SAID SECTION 19; THENCE S89007'3I"W ALONG SAID SOUTH LINE, 410.63 FEET TO THE SOUTHWEST CORNER OF THE SAID NORTH 1/2; THENCE N00023'12"W ALONG THE WEST LINE OF THE SAID NORTH 1/2,171.61 FEET TO A NON-TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 505.40; THENCE THROUGH A CENTRAL ANGLE OF 53°02'20", NORTHEASTERLY ALONG THE ARC OF SAID CURVE 467.85 FEET, SAID CURVE HAVING A CHORD OF 451.32 FEET WHICH BEARS N28°13'09"E TO THE POINT OF TANGENCY; THENCE N01°41'59"E, 392.35 FEET TO THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE CITY OF WHEAT RIDGE ANNEXATION NO. 98-5, ORDINANCE NO. 1116, SERIES OF 1998, ALSO BEING THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 58 AS DESCRIBED IN THAT DOCUMENT RECORDED IN DEED BOOK 2177, PAGE 367 IN THE JEFFERSON COUNTY CLERK AND RECORDER'S OFFICE; THENCE N87°01'30"E ALONG SAID BOUNDARY AND SOUTH RIGHT-OF-WAY LINE AND ITS EASTERLY EXTENSION, 2907.23 FEET TO THE NORTHWEST RIGHT-OF-WAY LINE OF THAT PARCEL FOR INTERSTATE 70 RECORDED IN BOOK 1875, PAGE 159 IN SAID OFFICE; THENCE N38°50'10"E ALONG THE WEST LINE OF SAID STATE HIGHWAY PARCEL, 138.70 FEET TO THE SOUTH LINE OF THAT PARCEL RECORDED IN BOOK 2163, PAGE 160; THENCE N73°42'38"E ALONG SAID SOUTH LINE, 322.71 FEET TO WEST LINE OF THE CITY OF WHEAT RIDGE BOUNDARY AS DESCRIBED IN THE ORIGINAL WHEAT RIDGE INCORPORATION DOCUMENTS RECORDED IN BOOK 2118 AT PAGE 521 IN SAID OFFICE ; THENCE S01006'12"W, ALONG SAID CITY BOUNDARY, 399.77 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF SAID INTERSTATE 70; THENCE S88°56'22"W, ALONG SAID SOUTH RIGHT-OF-WAY LINE, 559.40 FEET TO THE SOUTHEAST RIGHT- OF-WAY LINE OF THAT STATE HIGHWAY PARCEL AS RECORDED IN BOOK 1895, PAGE 55; EXHIBIT A _ _ _ t'1 t'f I'1 f'1 /1 ~ t~ A 1 I A I 1 I ~i~ ~ iinn ■ ~ ul W r'" a 1 ~ ~ x N Q! Q~ ..r ~ ~ ~ r- V 1 0 .1 A ~ ! Q.~ p L t- ~ ! 1 z 0 o ~ o~ ~ a R r ic. t . . j i 4 q B i :y~, . i i ~l r t K 1 i 4 / \ 1 r ! 1 a L 11~ l J . ? ~ x ~ a~;~ ~ I ~w ~ 1 ~ ~ F ~x 1 ~ a 3 u 'n, ~ ~ s ~ ~ ~ ~ z i i ~ ~ ~ ~ ~ b ~ ~ ~ ~ a $ 5k 1 f 5 > ~ i ~e ~ s ~ ~ r ~ ~ l ~ ~ ~ ~ i ~ 1 ~ ~~~w~ , ~ t ' ! 1 R, ~ ~ ~ a ~ ~b ! I ~ ~.1 f~°' k~ ~ ~ ~ z ~ ~ ~ ~ ~ ~ a~ ~ - - t.. a ~r s - i - ~ - ~ ~ p• J~ w y w Y ~ - L F I > r V 1 i ~ ~ ..dam - ` l ~ ,f ~ _ f x I i ~ ~ ~ ~ ~ } ° 1 ~ ' ~ x ~ ~w,a, I~ ~ v__~_ s =~r.~ - v , ~ ~ ~ ~ - v ~ ) ~ p$ - -t ~ , / ....~mw~ . r .✓T _ ~ ~ 0 ! ~ i by t a "a ~ I ~ \ 1 J ~ ..,~.m ; ~ - ~ a , ~,~:-,~,-„y ,-n } , _d r r ~ w~ti . i f „ I e ~ 3 CI ~ s _..~_a s.,` ~ M r, r~"' b. .,a. , i~ i l ~ ~ c I _ _ ~ ~ I 1 _ ,m ~ f x ~ / T 5~-_ ~ ~ d ~ l ~ ~,.tN I ~ J J I ~ I ~'I ~ ''°r 3 t ~ ~ ~ I I _ _ ~ ~ _ II i ~ ~ i p 1 ~ II J ~ g ( (J ~ ~ 1 l i~,; i 1 Y_.._s.~ .-..___-~c f,;~.~w~ q S`~_. I ~~l? rl ~ ~ ~_.__,__~3 ~ 1 ~ f P ~I~~s'I ill I;~i!!!~lii'fiii?~i!i'rllil~?1'I~'1 ~iC#~ "~r ' ` i~9ilM~lii'~~lii~illl~ ililllll~.ll~ 1 1 1 i ! / /~s `.:a~I"~°" ~ . / k ; Y~ & `k c. t /n. ,p 1 i 9 $ ~ # 7 _ al i 9 ° 9 P 2 _ 4 b 3 7 1 1 4. \ [ F~ ! f I V 1~ /i F 1\ 1 1 r' F..~'` 2' i E iz 19 I f i fib' I } ` \ 1 ~ ; 43 4 4 ~ R +.:4 'f 4 F' ~ ~ t - 3 S k i 1. h i S A i S Y L l E V 1 J s t. I n i I is Z . t :`y f f u: - r:~ ~i e~ e 4 ~ a ;Z f fn (rJ _ a t 1 1 i i ~i E~ ~`l 1 t, f~ -7~ ~ t j t il'* l 1 i- `1 C r s i L--- rte, ~ F ~s J J I I ~.i fSa 7~P' .n - j r ,t' f • T~f w t ~ i 1 i~ S' r. ~`1 (D YO m3 J r` ~ r w. b ~ ~ , r 4~ ~A_'~ o . ~ o"'i t^', ~ ~ ~ o i v'•v^°°. Nom. i'~. v' . 1 a' n tg TfT 1 j 1 _ 1 0 l _ ~'o fl QD t I d d C) 0 01 / o COUN ~ (1934 ~ g3 /6 ` JNTY nF JEFFF,RSnN_ 4TATR nF C"(~T .(~R Ai~(l I~ATF. x(1(14 D~4_ TTMF. _ ~ . RECF.PTTnN Nn. .PLAT TO THE CITY OF WHEAT Z9 ~ 3~~ / A PORTION OF T i 5l0 l02 ~ ~2 , ~ 13~z Q hR~d zs~~ ~ - A ~ ANNEXATION .T RIDGE, STATE OF COLORADO. A PORTION OF THE SOUTHEAST QUARTER a 44YH /NDUSTR/AL ~ (REC. N0. ~F THE NORTHWEST QUARTER OF SECTION 29, AND A PORTION OF THE NOR TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6T COUNTY OF JEF;~ERSON, STATE OF SHEET 1 OF 1 _r ~ UNII~ICORPORF~feU J~FFiR50Pl COU~I'fY O ~ ~ v MAP \ i/4 COR. COAIM(AY TO SEC. 19~ ~s~'jzj~a ~ 447'8 /NDUSTRlAL I CITY ~F ER OF SECTION 19, A PORTION OF THE SOUTHWEST QUARTER OF SECTION 2 E~ a N01'41~59"E p., ~ (eK. sm. ~ ~ \ ~ o_a_.Lie_^_acesr n~~v ,I PARK SUBO/V/S/ON ANNEXA7 U a3 CZx~ ~ PG. 367) 392.35' ✓ 0= 53'02'20" H R = 505.40' ~ m L = 467.85~✓ i I a CH = N28'13'09"E ~ I ~ w 451.32 O N00'23'1 "W J L 171.61' 410.63 ✓ S89'07'31°W 5 ~ SW COR., N 1/2, SE I/4, sE-c. is N00'23'12°W 74.56'  y y .4J ~ ~ SECTIC)N l9; V. ~~le 41~~a7e7~ M ff s L~~ r fMVt~ ~ i i"~r~'~ THENCE S89°0'7'31 "W, ALON i THE SOUTH LINE OP SAID NOR'T'H 1/2, 1319.03 FFs~T TO 21-24, ROXBURY GARDENS ~ ~ 0 B~ ~ . ,.r i i / I THE SOUTHEAST 1/4 Off' SECTION 19; ~ «wia ~ THENCE S00°07'30"E, ALONG THE WEST LINE 4F SAID SOUTHEAST 114, 382.28 ~'E~T d DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; ~ ~ j~~~ / THENCE ALONG THE NORTH LINE OF SAID PARCEL TI-IE FOL,LOWTNG 3 COURSES: it ...a r• ~r , r~ ~ ~ W Q 1) N89°52'30"E, 425.00 FEET; ...r r w ~ ~ ~ r :~~..ra ~ Q 2) N64°S7'30"E, 177.7Q FEET; .rw N 0;✓ ~ ~ I ~ 3J S$9°39'40'B, 731.27 FEET TO THE WEST LINE OF THE SAID SOUTHWEST U4 i t I O~ N ~ N THENCE NdQ°08'1 I~'E ALONG SAID WEST LINE, x.56 FEF.,T'I'O THE NORTH LTNE OF TI ~ <1..I r I DESCRIBED IN THAT DOCUMENT AS RECORDED AT RECEPTION #09337790 TN SAID t• ra rro~-r r s r...ww a.w r+..~~...-.-.+r FiW icy F= ~ 3 Q ~ THENCE N89°O1'Q7'B ALONG SAlb ~JORTH LINE, 990.43 FEET TO THE SAID WEST LI ~ ~ ~ Q ( ~ a; WEST RIGHT-OF-WAY LING OF INTERSTATE 70; S n o / d ~ r,~ ~ THENCE ALONG SAID CITY BOUNDARY AND SAID WEST RIGHT-OF-WAY LINE TH v Y ~r ~ 3 I ~ Y 1) S00°41'S3"E, 1005.12 FEET TO THE SOUTH LINE QF SAID SECTIC)N 20; i V ~ ~ ~ • s~- - W ~ °D 2) S00°45'49"E, 1321.80 FEET TO THE SOUTH LING OF THE NORTHWEST 1/4 OF r I ~ ~ ~ ~ 3) S00°43'42"E, 241.50 FEET; ~ = I v 4} S06°23'48"W, $2.23 FEET TO THE SdUTH LINE OF LOT 16, SAID ROXBi.JRY G ^~.r. c.~ ~ CITY OF WHEAT RIDGE BOUNDARY, AS DESCRIBED IN THAT ANNEXATI t' ~ I C~. RECEPTlt)N NO.644863 OF SAID CL,BRK AND RECORDER'S OFPICE; O p THENCE S$9°24'S2"W ALC?NG SAID BOUNDARY AND SAID SOUTH LINE, 986.91 FEET ~~fiJ 1 i ~ to I LINE OF THE NORTHEAST 1/4 OF SECTION 30; THENCE NO1°01'SOW ALONG SAID EAST LINE, 323.40 FEET TO THE POINT OF BEGI ~637.~` (BK. 1854, PG. 749) _v~ ~1 CONTAINING AN AREA OF &98.044: ACRES ~.1~~ J~~ I I7 i i~lt/~~) p ~~tr. 1 ~ ~ ~if -sue I ~ //rr~~yyDD /~~(YI1YfVf M ! irVfT. 4 • n n V!Y W VR~JGL~ f ~tD RE"~ ST E i .....~_..w..~.__~____...._____V......~...~ AS SNpN~It ~a~rc. x~~ S i~. , A ~ a ~ { ~,l ~ ~ J tax 4 x s ? : ~ ~ . s ~ ~F~ ~ ~ { n`~r v, {j~ e ~ i iI :.~3 ~ ~ N t`a e ~`S' Yip 4••' ~T k} Y Y j M y~ ~ ~ a 1? _ ~ ~ ~Y~ ~ A x"", ~ VAS ~ 'r;' 4's roI pp'~.. k C. %s . , f s r j` .,t ~ ia. a , bra ,~~~+~s yy /~p~ ~i'~1 ' E ^ir . ~ ~ ~ • t, ~ x ~'~r ~ k k ~ ~ J se" ~~ryy,~` ~ ' "'f a ~Q_ i w" ~ ~ Y q ~ F~ r' y~ j f ~ a a ,,y ~r- ~ ~ ~ ~ i), ry ■ ~ 6„q h} . +~Xw w ~ I p C,~ 5 ~ ~ + , ~ CSC ~ ~ _,,u ~ ~~~,~}>~31(,~1 t4~ i ~ , ^.i ~ .X. 'k LL a tix ~ I ~ ~ ~ ~ ~ , a. NOT TO SCALE ? ~ / f m+ ,w e w + rw w s AL aR A. ,6A \ JL %-J" AL 'R6jLmv J" L Z. u ~ V L. N,-- .L ,3 L 0 141 1 14F im~~ Now VU -0 "Rr f" f"IkT YX T I-Xf Z-4 07' !-"s Y-1 4-r-6 -N T-6 tr x T . s~~rw v~ r° vr+r,. rr ~r,d 3 .9PPLEWODD A1ES9 I I t z 8,,9,* 2,47 52 APPL~"WOL7D LAND' Af'f'L~`4YOOD G~IRDEN D WEST BUSINEW,~I~ ' 3rd .9DD/T/ON I 2hc f/L/N~y E7YfE,!~-~F'/L. NO, co DATE: 12.9/04 JOB NUMBER: 304055 L- 0 (REC. NO. 59764494) (REC. NO. 88049716) " 1 REC. NO. 67249084 (REC. NO. F0901318) 0 U W V. 33RD PL ulj ENGINEERS 0 !1!~!!y ICJ~~U3t~t~t~ w ~ ~ 14- ARCHITECTS Farnsvvort AFFERSOIN L0Ui'1'Y y ~ ~ .9NN. T3S I R69W s- SURVEYORS Q- SCIENTISTS CROUP S30 • S29 ( 19 192 114 COR. COMMON TO SEC. 30 & 29 E 8055 EAST TUFTS AVENUE, SUITE 850 - DENVER, COLORADO 80237 (303) 692-8838 FAX: (303) 692-0470 www.f-w.com REVISED 12/15/04 -REMOVED ,OFFE w D JEFFERSON COUNTY PARCEL, ADDED REMAINDER OF LOT 16 T ` FOUND 3.25" BRASS DISK IN RANGE B STAMPED AS SHOWN it + 1 L• - • COUNTY .f` 0 0 N 1 . TO THE CITY OF WHEAT RID A PORTION OF THE 1 _ 1 f a - w H I _f i Q i. 1 ~x ty~ ~~r~avsrR~L ARK / (REC. N0. 070021 ii I r►r°+ c°r ~ rr-rrr►~ T ~ n A ~~n mT!"11'~T T':' T TT' C~ t'°~T T~'"'T~~ Tom`' '"T' z ~~rr~;t~o,i co~,rr~~ r R- L ~ O z 1 J 3 N01'41'59"E ~B a ~ (PG.367)' 392.35' f 1 W "L f- 1 U ~i W r.t. ~ D = 53'02'20" M w~ G!-~ tr~ R = 505.40 ~ ~ v t~ L = 467.85' Z I ~ Z i CH = N28° 13'09"E ~ ~ t.. 451.32 ~ L Q O J N00°23' 12"W J ~J 6` 171.61' 410.63' J L S89'07'31 "W 7 1 ~ SW COR., N 1/2, SE 1/~ sEC. ~s N00'23' 12"W 1 f 174.56' ..,--r.,-n ~ S$7°51'06"W } fi'~•" i  1-24 ROXBUI 4 LOTS 2 M OUTN 3 LINE S NORTH ROXBURY GAKUtNS ~ . " ~ _ , ~ / I THE SOUTHEAST 1/4 OF SECTION 19; N0, 907 0992 REC. JI BOOK 1992, ~ THENCE S00°07'30"E, ALONG THE WEST LINE OF SAID SOUTHEAST 1/4, 382.28 FEET'I'O T DOCUMENT RECORDED AT BOOK 1992, PAGE 752 IN SAID OFFICE; ~r-v r. .-rt7 Y'E~ ~ T r. rt TT T Y T"1 T T !°1 7°, TT T A T 7l A 7'1 1°r T' * 7"'14 7`* f"o 7l TT''f 1" T'e TAT 'T~`T- T A '"T' _ - _ - ~ is a ~ o c~er:~ X57 I I ~ THENCE ALONG THE NORTH LINE OF SAID PARCEL THE FOLLOWING 3 COURSES: 3 _ ~ ~ r ^N N L p 1) N89°52'30"E, 425.00 FEET; 3 - ..i. to ~ a ~ t ~ ~ ~1 w~ As.- 4 r t 1 s ww '1 ° r ~ Cf r • ~ ~ r i ' rrrrr r ° ~ ~ r , ~ t / ~ J ii u~ TES R69W 5-19 5-30 1 ~-23-86 SB. 'i 1 INE SE DUTH L S - QK C~ 19 & 38-~- MMDN TD SE 1 4 CDR, CD n n Sz ~ . W CHISELED + RED STDNE FDUND SW AS SHDWN NC. MARKED EMBEDDED 1N CD } ' SE ri Y " s f r 1 x i I ~ c ~t~a~'~ ~ _ _ =~T ; _ { y ~ P //yip •'s~. a .::,x _ ' ~ ~ ~ ;gip' ~ I n. ~y ~ ~ ; ~ _ ~ t~~ : , r: ~ S r ~ 4 ~ E ~ ~ 1 1 } i) ~ i a , w N w .8 s Y v S t ~ p ~ L , f ~2 ~rk ...5 ,y ~ ~r s r, ~ ~ S z ~ " EE ~ N ~ ,ti " r~ ~ f n<'~..s ~'S':~~ `~~sw ~ ~T.'3qq r> i,?~'i'~6 `''.i ~ ,..b..d{ . '~j ~ ~3 i~ _ t- ~ .a ~ L 1 ~~a ~ t l N <; E,: A Y r ~ ~ ~ . ~~Is z y...P p. K . , N. ~ _ - R Y ~ ~ W Z Z Q w i fi ~ ~ In x> ~ ~ o 1 ~ = O I c x F W 0 11 ~ y 44 J,4 rr; la~l I I I I I X 1 11" L it 'Il \ LlL i.L i 1 1 V l \ L I LL LL F T L 3L" A. 1A-dl., Y 1 s a s e.a_. v v .a ww.r a. 3 ,4 PPL.EWOOD MESA A PPLENOOD CA RDEN O yyE',g7' BUS/NESS r DATE: 12/9/04 JOB NUMBER: 304055 IV) 3rd ~]DD/TION APPLE"WOOD L~1 NE 12nd ~~L/NG1 ENTRNO. 3 REC. NO. 59764494) (REC. NO. 88049716) REC. NO. 67249084 ( (REC. N0. F0901318) s 1 0 0 U Alm W.- 93RD PL. ul) ENGINEERS J! I!! ICO;~~O;t~~t~~ ° - ARCHITECTS " ~ ANivEXA r s~ Fa r nsvvort o SURVEYORS (BK. 2 rss I Rssw (REC. S30-S29 CASE NO. GROUP SCIENTISTS 9 ~ 9 192 114 COR. COMMON TO SEC. 30 & 29 ORDINANCE NO. SERIES OF 0 8055 EAST TUFTS AVENUE, SUITE 850 - DENVER, COLORADO 80237 ~ FOUND 3.25" BRASS DISK IN RANGE BOX COORS/CABELA'S ANNEXATION NO. 1 (303) 692-8838 FAX: (303) 692-0470 www.f-w.com REVISED 12/15/04 -REMOVED JEFFERSON -PERSON COUNTY PARCEL, ADDED REMAINDER OF LOT 16 T STAMPED AS SHOWN I