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Home My WebLink About1.01 Updated Traffic Impact Study & PlansPNYON MESA TRAT'FIC IMPACT STT]DY Garfield County, Colorado prepared for JOHN ELMORE II Aspen, Colorado prepared by Schmueser Gordon Meyer Glenwood Springs, Colorado May 2006 Updeted: October 2006 ril lr','" in.*tu.v-4 -t.., +b- ,4{,- ,,] l I ASPEN OFFICE 601 East Hyman Avenue Aspen, Colorado 8 16 I 1 Telephone: (970) 925-19)6 Facsimile: (970) 925-3008 GLENWOOD SPRINGS OFFICE The Denver Centre 420 Seventh Street, Suite 100 Glenwood Springs, Colorado 81601 Telephone: (970) 947 -1936 Facsimile: (97 0) 947 -1937 GARFIELD & HECHT, P.C. ATTORNEYS AT LAW Since 1975 AVON OFFICE Avon Town Square, Unil 104 0070 Benchmark Road Post Office Box 5450 Avon, Colorado 81620 Telephone: (97 0) 9 49 -07 07 Facsimile: (970) 949-1 810 BASALT OFFICE 110 Midland Avenue, Suite 201 Basalt, Colorado 81621 Telephone: (97 0) 927 -1936 Facsimile: (97 O) 927 -17 83 www.garfieldhecht.com October 6,2006 David H. McConaughy, Esq. Glenwood Springs Olfice d nt c u ut tt r E ht Qi: p tt r li e k I h e c h t. c o lr Daniel Roussin Colorado Department of Transportation Via e-mail Daniel.Roussin@dot.state.co.us Re: Pinyon Mesa Subdivision, Garfield County Dear Mr. Roussin I represent the owner/developer of the proposed Pinyon Mesa Subdivision in Garfield County, and I write in response to your email to Fred Jarman dated August 13, 2006. As I understand it, your position is that an access permit would be required for the intersection of County Road 1 14 and, State Highway 82 pursuant to Section 2.6(3) of the State Highway Access Code, which provides that existing legal access does not require a modif,rcation of an existing permit unless a change in land use would increase traffic volume by 20 percent or more. If you are relying on some other code provision, please let me know. The May 2006 traffrc study prepared by Schmueser Gordon Meyer indicates that peak traffic volume impacts to the SH82/CR114 intersection would increase by less than 20%. Specifically, that report indicates, at Figure 5, that projected PM peak volume without the project in 2026 would be 406 trips. Pinyon Mesa is projected to generate a PM peak volume of 81 trips. 81 divided by 406 yields 19.95o/o, which is less than the threshold. Additionally, that calculation assumes that 100% of the 81 trips would impact the Highway 82 intersection. Realistically, as reflected in the report, at least a few of those trips may be expected to be heading in other directions. Thus, even the May 2006 report shows that the traffic impacts are below the 20o/o threshold. Additionally, the May 2006 report was based on traffic counts conducted in March of 2005 and May of 2006. SGM conducted a more recent traffic count this week, Daniel Roussin Colorado Department of Transportation October 6, 2006 Page2 of2 and an updated report is enclosed. Significantly, the traffic study this week was conducted on a rainy day when there was visibly less traffic generated from the contractor offices near the Highway 82lCR114 intersection as well as less construction traffic to and from the numerous active construction sites up CRl14. Even despite those factors, the study found that existing background traffic had increased since the prior studies in 2005 and 2006. Using the same assumptions for projected impacts from Pinyon Mesa, again without accounting for traffic volume that would not impact the intersection, the resulting increase is now shown tobe 160/o during the AM peak hour and 18% during the PM peak hour. Accordingly, under either study, the development is below the 20%o trigger for an access permit under the State Highway Access Code. Please let me know if you concur. Because this matter is set for a public hearing on October 11,2006, your prompt response would be very much appreciated. Thank you. Very truly yours, GARTIELD & HECHT, P.C By:ls/ David H. McConaughy DHMjac Cc: Fred Jarman Debbie Duley John Elmore 1 35807-l s Pinyon Mesa Traffic Impact Study PINYON MESA TRAFF'IC IMPACT STI.IDY Garfield CountY, Colorado CONTENTS 1.0 INTRODUCTION 1.1 Projecto";;*....'..'....:..'.'.'.-..'.""""""""" 1.2 Site Location and Study fuea Boundaries"""" 1.3 DescnPtion of Site 2.0 EXISTING TRAI'FIC CONDITIONS .. ". ".".. " ". 3.0FUTURETRAT.FICCoNDITIoNSWITHoUTPINYoNMESA 4.0 FORECAST PROJECT TRAFFIC... 4.1 Traffic Generation 4.2 Adjustments to Trip Generation Rates' 4.3 TripDistribution.'.'.....'. 4.4 ProjectTrip Assignment....'...'........."" 4.5 Traffic Forecasts with Pinyon Mesa."' 5.0 PROJECT IMPACTS 5 . 1 Peak Hour Intersection Level of Service " " " " ' 5.2 Turn Lane Storage Requirements """""""""" 5.3 Site Distance at Pinyon Mesa Driveway""""" 5.4 Internal RoadwaY Sections ... 6.0 SUMMARY OF FINDINGS 7,0 REFERENCES TABLES AND FIGURES APPENDIX A - Traffic Count Information & Forecasts APPENDX B - Traffrx OutPut 2 4 5 5 5 5 6 6 6 ,6 ,7 ,7 ,7 8 8 o Pinyon Mesa Traffic ImPact Study List of Tables Table 1. Table2. Table 3. Table 4. Table 5. Table 6. Table 7. Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6. Figure 7. Figure 8. Figure 9. Existing Intersection Level of Service Summary Future Background Traffic Level of Service Summary Estimated Traffi c Generation Future Total Traffic Level of Service Summary 2005 Existing Traffic (CDOT) 201 1 Forecast Traffic (CDOT) 2026 F orecast Traffic (CDOT) List of Fisures Pinyon Mesa VicinitY MaP Site Plan Existing Traffi c Conditions 20 1 1 Background Traffic 2026Background Traffic Pinyon Mesa TriP Assignment 2011 Total Traffic 2026 Total Traffic Forecast ADT & Road Sections l1 e Pinyon Mesa Traffic Impact Study PINYON MESA TRAFF'IC IMPACT STUDY Garfield County, Colorado 1.0 INTRODUCTION 1.1 Project Overview This report assesses the expected traffic demands of the proposed Pinyon Mesa development planned^ to be located on CMC Road (County Road 114) about a mile east of State Highway 82 tSH AZ) in rural Garfield County. The appioximately 60.5-acre site is located along the south side of CMC Road and is propo..d to coniain 80 single-family homes. Access to the site will be provided at one driveway located along CMC Road. A second access on CMC Road located .1o.., to SH 82 will be for emergency purposes only and will not typically carry daily traffic' This report was prepared in accordance with Garfield County standards and follows nationally accepted traffic engineering procedures. This report contains the following analyses: o An analysis of existing (2005-2006) roadway and traffic conditions in the vicinity of the site. o A determination of the volume of daily and peak hour traffic that would be generated by the proposed development. o A forecast of short-term (2011) and long-term (2026) background traffic volumes on the adjacent street system. o An evaluation of future traffic impacts caused by the proposed development. These impacts are based on the total volume of traffic on the surrounding roadway iystem and the resulting levels of service (LOS) at the adjacent intersections and site access driveway' o A determination of intersection and access improvements that would be necessary to mitigate the traffic impacts caused by the proposed development. This traffic impact analysis supports the information necessary to compute the road impact fee calculations provided in Appendix A of the Garfreld county Development Standards. 1.2 Site Location and Study Area Boundaries The proposed pinyon Mesa development will be located 1.25 miles east of the intersection of state urghway 82 & CMC Road (County Road 114). The vicinity map is shown on Figure 1' The limits of the study include the inteisection of State Highway 82 & CMC Road and the intersection of the site's primary access driveway and CMC Road' Major roadways in the immediate vicinity of the site are described below: o CMC Road/County Road 114 is the primary two-lane roadway that connects the Roaring n'ort Vutt"y/I{rgh*ry 82 *rridor with Spring Valley, which houses the Colorado 1 Schmueser Gordon MeYer I Pinyon Mesa Traffic Impact Study a Mountain College campus and mostly limited residential development' The sneed limit on CMC Road in the vicinity of the site is 35 mph' The roadway provides two 12' travel lanes and 2' gravel shoulders. State Hiehway 82 is a four-lane median divided highway with a posted speed of 55 mph ," th. r*rrrty "f the CMC Road intersection. Classified as an expressway (Categoly E- X) by the Siate Highway Access Category Assignment Schedule (SHACAS), SH 82 piovrdes two 72'travel lanes in each direction with acceleration and deceleration lanes iequired at intersections. The existing westbound acceleration lane for westbound CMC Road traffic at the SH 82 intersection is approximately 400' long, providing less than standard acceleration length (approximately 1180',) for this classification of highway' The existing eastbound Jeceleration lane for left tums from SH 82 to CMC Road is equally shoi, providing 400' of storage for vehicles queued to tum left. Garfield county noaA iS+ is the other Liro. leg at G CMC intersection that accesses southwest of SH 82. 1.3 DescriPtion of the Site The proposed pinyon Mesa will be located in rural Garfield County about half-way off the Roaring Fork Vallly floor on the way up to Spring Valley. Figure 2 shows the site plan' The approxi-mately 60.i-acre site is proposed to contain 80 single-family homes' The site's topo$aphy .iop". down, from west to east, and has limited buildable acreage for homes' The primary access point to the site is located approximately 1.25 miles from the intersection of CMC Road and SH gZ. It is located along a curve in the roadway, but provides adequate sight distance for vehicles turning to and from ihe site. A secondary access point is proposed to be located approximately 1,000' west of the primary driveway. This will function as an emergency access and will be gated. 2.0 EXISTING TRAFFIC CONDITIONS 24-how tube traffic counts were collected from May 4 - ll,2006 on CMC Road, about a quarter mile east of the intersection with SH 82. The volume recorded by the 24-hour counter could be considered the volume that passes in front of the access to Pinyon Mesa, since there are no access points between the counter iocation and the site dnveway. On May 3'4,2,249 vehicles passed by the counter. A recent tuming movement count was obtained from All Traffic Data, Inc. for the intersection of SH g2 and CMC Road that included counts from March 23,2005. This turning movement count was used for the existing sH 82 through volumes only. An updated turning movement count was performed on Tuesday 6ctober 3,20d6 that recorded all turning movements onto and off of the 'Sff gZ corridor at the intersection. This was performed to get an accurate tuming movement count for the minor legs (CMC Road and CR 154) of the intersection' The existing peak hour turning movements, CMC Road 24-hour volume, and the current geometry of ft. study inters"riio.r. are shown on Figure 3. AM and PM level of service estimates *".. pr.puied in accordance with the Highway Capacity Manual (Transportation R;;il g*rd, +tf Edition, 2000). For signalized rntersections, the HCM measures level of service in terms of seconds of delay per vehicle. This is also a measure of driver discomfort, fuel consumption, and lost travel time. For signalized intersections, delay can be quantified by a 2 Schmueser Gordon MeYer number of variables including cycle length, green time, and volume-to-capacity ratio' The table below relates the LOS to seconds of delay per vehicle at a signalized intersection. LEVEL OF SERVICE CRITERIA SIGNALIZED INTERSECTIONS Level of Service DelaY (seconds) A (HighlY Desirable) < 10'0 B (Desirable) 10'1 to 20 C (AccePtable) 20'l to 35 D (Acceptable in Urban Areas) 35'1 to 55 E (UnaccePtable) 55'1 to 80 F (UnaccePtable) > 80 Source: Highway Capacity Manual' 2000 For unsignalized intersections, the Highway Capacity Manual defines level of service and delay for unsifrralized intersections in terms of t".ord. of stopped delay per vehicle, wh19h is based on the number of acceptable gaps in the conflicting traffic stream. In general, the traffic movements analyzedare those "or,t ot-t"a by stop signs or yi"ld .igtt., and the left tum movements from the uncontrolled major sheet. tire foltowing table represents the level of service criteria for unsignalized intersections : Pinyon Mesa Traffic Impact Study LEVEL OF SERVICE CRITERIA UNSIGNALZED INTERSECTIONS Level of Service A (Highly Desirable) B (Desirable) C (Acceptable) D (Acceptable in Urban Areas) E (Unacceptable) F (Unacceptable) Source: Highway Capacity Manual, 2000 The ,.overall" intersection level of service at unsignalized intersections corresponds with the highest delay experienced on a minor street approu.h. Th" results of the capacity analysis based on-existing ,rolumes counted in winter ZOOiliall 2006 are shown in the following table' The intersection of SH g2 and CMC Road was the only intersection analyzed under existing conditions. Table L Existing Intersection Level of Service Summary AM PM Intersection LOS DELAY I (s) LOS DELAY (s) SH 82 & CMC Road B t2.3 B 11.7 1 - Delay expressed as average delay per vehicle in seconds/vehicle' + Overall LOS and Delay based on weighted average of al'l movements Delay (seconds) < 10.0 10.1 to 15 15.l to 25 25.1 to 35 35.1 to 50 >50 3 Schmueser Gordon MeYer e Pinyon Mesa Traffic Impact Study AM PM Intersection LOS DELAY (s) LOS DELAY (s) Short-term 20ll SH 82 & CMC Road r B t7.l B 18.0 Pinyon Mesa & CMCBqq4:-A 0.0 A 0.0 Long-term gackgro"nd 2026 SH 82 & CMC Road r D 41.0 E 70.0 Pinyon Mesa & CMC Road,A 0.0 A 0.0 I - lntersection analyzed as a s'ignalized intersection 2 - Intersection analyzed as a stop-contro'lled intersection As the table shows, the study intersections are all forecast to operate within acceptable standards in the AM and PM peak (ours through the short-term (2011)' In the long-term (2026)'the intersection of sH 82 & cMC Road is forecast to operate at LOS "D" in the AM peak and LoS ..E,, in the pM peak. The LOS "8" rating is attributed to the growth in the mainline SH 82 As shown in Table 1, the signalized intersection currently operates at acceptable levels of service during the morning and aftJmoon peak hours. The acceptable level of service standard used by most lurisdictions is LOS "C" in rural/suburban areas and LOS "D" in urban areas' CDOT consiiers the LOS "D" rating as acceptable for the SH 82 corridor. 3.0F.UTURETRAFFICCoNDITIoNSWITHOUTPINYONMESA For this analysis, background traffic forecasts for short-term and long-term time periods were developed based on the forecast sH 82 traffic volumes found on cDoT's website' Traffic volumes were compared with the existing and future forecast traffic volumes presented in Working paper #Z of tn" Garfield County transportation Master Plan (LSC, 2005 Draft)' The volumeJ presented in this document were not specific, but rather provide a raflge of traffic volumes. The CDOT forecasts for long-term traffic fall into the ranges of daily future-volumes in LSC,s draft report. CDOT volumes were used for this analysis because they provided specific volumes for the short- and long-term forecast years. These forecasts are attached to the end of this report as Tables 5 - 7. The forecast Average Annual Daily Traffic (AADT) for this section of SH 82 was found to be 26,243 vehicles per day in 2011 and34,351 vehicles per day in2026, compared with the 2005 eapf of 23,00d vehicies per day. Using the existing counts and turning distributions at the SH 82 & CMC Road inters".tior, the AADT volumes given by CDOT were adjusted to produce morning and afternoon peak hour turning movement uolr-.t at the signalized intersection for the short- and long-term years. The short-tirm background peak hour volumes are shown on Figure 4, while the long+erm background peak hour uol.rln". are shown on Figure 5' The resulting intersection leveiof service for background traffic operations is also shown on the figures' The intersection of SH 82 & CMC Road was analyzed in both future years assuming the existing geomekic conditions (laneage) at the intersection. Capacity analysis of the short- and long-term fiackground traffic ,roir*". *"re conducted in accordance with the Highway Capacity Manual and are shown below on Table 2. Table 2 X'uture Background Traffic Level of Service Summary 4 Schmueser Gordon MeYer e Pinyon Mesa Traffic Impact Study volumes, combined with additional side street traffic growth. LSC's draft report shows that the section of CR 154 west of SH 82 is forecast to operate in the LOS "EE" rarrge in the yeat 2025 ' According to this same report, the section of CUC Road east of SH 82 (to Pinyon Mesa) is forecast to operate at LOS "B" in the year 2025. The results of the future background traffic capacity analyses are also shown on Figure 4 and Figure 5' 4.0 FORECAST PROJECT TRAF'FIC 4.1 Traffic Generation Trip generation rates for the proposed land use for the Pinyon Mesa development were based on Tripbun"rotion (lnstitute of Transportation Engineers, 7th Edition, 2003)' Trip estimates shown on Table 3 summarize the total trips expected to be generated by the development during the AM and PM peak hours and on an average weekday- Table 3 Estimated Traffic Generation Land Use #of UNITS DAILY TRIPS AM IN AM OUT PM IN PM OUT Single-Family Detached Homes r 80 766 15 45 51 30 Total Traffic Generation 766 15 45 51 30 r-ITEl2ndUseCode#2l0,tripratebasedonnumberofdwellingunits As Table 3 shows, the single-family homes proposed in Pinyon Mesa will generate approximately 766 dailytrips on u1 urr"rig" weekday. The sitl is expected to generate approximately 60 trips in the AM -peai hour and 81 trips in the PM peak hour upon buildout of the site' 4.2 Adjustments to Trip Generation Rates This site is part of an overall master plan for Los Amigos, and home size and lot size are restricted by ttre master plan agreement. Considering that the maximum lot size is small (10,000 SF) and the units wiil te cotparatively affordable (when compared to other projects in the vailey), SGM assumed all units would bi primary residences. No adjustments were-made to the trip generation rates used to account for second holn., or vacation homes. All trafflc generated bypinyon Mesa was assumed to be extemal traffic; meaning that each trip generated will enter or exit the site at the site's primary access point. No trips were reduced to account for transit use, allowing a conservative estimate of project traffic generation' 4.3 Trip Distribution Estimates of the directional distribution of site-generated traffic were based on existing traffic pattems in the vicinity of the site. The existing traffic split (ratio of traffic turning right and left) from CMC Road onto State Highway 82 was used to estimate the distribution of site traffic. For this analysis, 10oz of site traffic was assumed to be oriented toward Spring valley or east on CMC Road, 5}oh was oriented toward Glenwood Springs on SH 82,3\oh was oriented toward Carbondale on SH 82, andthe remainin g 10% was oriented west of SH 82 on County Road 154' The directional distribution assumptions were used to evaluate both short- and long-term total traffic scenarios. 5 Schmueser Gordon MeYer e Pinyon Mesa Traffic Impact Study 4.4 Project TriP Assignment The assignment of site-generated traffic to the study intersections was made by applying the directional distribution percentages to the trip generation estimates found in Table 3' The resulting assignment of traflic to the study intersections including distribution percentages is shown on Figure 6. 4.5 Traffic tr'orecasts with the Proposed Development 5.0 PROJECT IMPACTS 5.1 Peak Ilour Intersection Level of Service Buildout AM and PM level of service estimates, which include Pinyon Mesa traffic demand, were prepared in accordance with the latest edition of the Highway Capacity Manual and are summarized on Table 4 for the short-term and long-term total traffic scenerios. The Pinyon Mesa approach to the stop-controlled intersection at CMC Road is assumed to contain exclusive left- turn and right-tum lanes. No turn lanes on CMC Road at the site access point were assumed. Table 4 f'uture Total Traffic Level of Service Summary AM PM Intersection LOS DELAY (s) LOS DELAY (s) Short-term Total Traffic (2011) SH 82 & CMC Road r B 17.4 C 20.2 Pinyon Mesa & CMC Road z B 10.3 B 10.8 Lons-term Total Traffic (20]$l SH 82 & CMC Road r D 48.5 E 66.6 Pinyon Mesa & CM! Bqq4_z-B 10.9 B 1 1.5 1 Intersection analyzed as a signalized intersection 2 - Intersection analyzed as a stop-controlled intersection As the table shows, each study intersection is forecast to operate within acceptable standards in 2011 with the buildout of the Pinyon Mesa development. The long-term operational results show that the intersection of SH 82 andCMC Road is forecast to remain at LOS "E" with the addition of site traffic to the background volumes. The decrease in overall average delay per vehicle (70.0 seconds in 2026 background vs. 66.6 seconds in the total traffic scenario) is a result of adding haffic to a leg or -or.*"rt that had a better than average delay. Since overall delay is calculated as a weight"d urr"tug. of traffic delay per leg, adding traffic to a "low" delay movement (comparatively spealiing) will ultimately lower the overall average delay calculated for the Traffic forecasts with the proposed Pinyon Mesa development were derived by combining the site-generated traffrc aepi"tea in Figure 6 with the short- and long-term future background traffic volumes depicted in Figures 4 and 5, respectively. The resulting total traffic forecasts are summarizedon Figure 7 for the short-term scenario (2011) and on Figure 8 for the long-term scenario (2026). 6 Schmueser Gordon MeYer e Pinyon Mesa Traffic Impact Study intersection. Capacity improvements along SH 82 performed by others would be necessary to achieve acceptable level of service ratings prior to the long-term scenario' With the buildout of Pinyon Mesa, the SH L}ICMC intersection will see an l8o/o increase in PM peak hour haffic volumes on the CMC Road approach, when compared to existing traffic iolumes on this leg. In the AM peak hour, the buildout of the Pinyon Mesa site increases the traffic volume on the CMC approachby 160/o. 5.2 Turn Lane Storage Requirements Right and left turn deceleration lanes are not required along CMC Road at the primary access to pinyon Mesa. The need for these lanes was based on information found in the State of Colorado State Highway Access Code, asstsming CMC Road is classified as a 35 mph NR-B highway lNon-rur-al Arterial Roadway). Right turn deceleration lanes are required when the peak hour entering volume exceeds 50-vph. Left turn deceleration lanes are required when the peak hour entering volume exceeds 25 vph. During the PM peak hour, the forecast tuming volumes into the site are below the stated requirements for turn lanes, so no turn lanes will be constructed at the primary access driveway to Pinyon Mesa. 5.3 Site Distance at Pinyon Mesa Driveway The sight distance along CMC Road for vehicles entering the highway is adequate as a result of the sitJ's topography arid existing conditions along the highway. As stated inthe State Highway Access Codi,ineTequired sight distance for Single Unit Trucks over 10,000 lb GVM along a two- lane roadway is 455'. This distance is factored by 1.35 to account for the 5-7%o downgrade on CMC Road ior westbound traffic (615'). Vehicles preparing to turn onto CMC Road from the site will have over 455' of clear sight lines to the west and over 615' to the east along CMC Road to make safe tuming maneuvers from the site. For vehicles along CMC Road, the required sight distance is less than that required for vehicles entering the roadway, so sight distance is sufficient for all traffic ingress and egress movements. 5.4 Internal RoadwaY Sections The roadways within the site have been analyzed to determine the forecast average daily traffic (ADT) that each roadway section will typically serve on an average weekday. Depending on the aO1 .rp..ted, the roadway section wiiiUe sized according to Garfield County Road Standards' Cordons were located at logical points in the main access driveway to show the amount of daily haffic expected to pass each location as shown on Figure 9. Two types of roadways will be constructed within Pinyon Mesa. The threshold at which a minor collecior section is needed over a secondary roadway section is when the ADT exceeds 400 vehicles per day (vpd). As Figure 9 shows, this occurs at the second intersection south of the main driveway entrance on CMC Road. From the south approach of this intersection to the CMC Road entranci, a minor collector roadway section shall be constructed. The remaining roadways within pinyon Mesa should be constructed to "Secondary Access" standards since the forecast ADT's on these roadways are all below 400 vpd. 7 Schmueser Gordon MeYer e Pinyon Mesa Traffic 6.0 SUMMARY OF FINDINGS The proposed Pinyon Mesa residential development is an approximately 60.5-acre site planned to contain 80 single-family homes. The entire development is estimated to generate approximately 766 vehicle t ipt o, an average weekday. Of this daily volume, the site will generate approximately 6b trips in the AM peak hour (55 of which are expected to access SH 82) and 81 triis in the pM peak hour (77 of which are expected to access SH 82). The intersection of the site driveway and CMC Road is shown to operate at acceptable levels of service through the long-term time period (2O-years). The intersection of CMC Road and SH 82 is expected to operate-at LOS "E'; in the long-term year with or without the development of prnyon Mesa. -apacity improvements may be necessary at this intersection by others if the foricast traffic grows at the rate CDOT assumes for the SH 82 corridor near CMC Road. No turn lanes are necessary along CMC Road at the intersection of CMC Road and the Pinyon Mesa primary driveway. ih" d.ir"*ay approach will be constructed to allow two exiting turn lanes (one in each direction) and an entenng lane for inbound haffic. This approach will be controiled by a stop sign. Adequate sight distance is provided for tuming and stopping maneuvers at the primary driveway to Pinyon Mesa. 7.0 REFERENCES Garfield County Transportation Master Plan, (LSC, Draft 2005) Hi ghw ay c ap ac ity M anu al (Transportation Re search Board, 4ft Edition, 2000) State of Colorado State Highway Access Code (Colorado Department of Transportation, August 1ee8) Trip Generation (lnstittte of Transportation Engineers, 7ft Edition, 2003) 8 Schmueser Gordon MeYer Study Table 5 - 2005 Existing Traffic Table 6 - 2011 Forccast Traffic s sov"l"11 129,711'trlATR200523,3ool2.194 7.824 ON SH 82 0.1 MI S/O BLAKE AVE, GLENWOOD SPGS 082A 87,86C,rl1-47url ,*l 3.so%[200523,0ool AdualON,SH 8?WO SH 13308?A '7fi24 . ..11,,699 ', 1.6*t ,u1 510%l 32,538 1 Actual200517,800111.699 13.553 oN sH 82 0.3 Ml E/o sH 133082A Average DallY Traffic AADT Derivatlo n AADT Singls Trucks AADT Comb. Trucks Design Hour Vol (% of Daily Vdhicle Mll6s Travelod Hnd Ref Start Polnt Desctlptlon Point ,i .R"t Polnt Percent Trucks 20 Y6ar Factor AADT YEar, Rcut6 2005,3,30017.824 ION SH 82 0.1 MI S/O BLAKE lnve, cleruwooo seos 082A 2.194 23.0001 20051d,.699 lON SH 82 wO SH 133. ,,,, 082A,.,,ry"'ool'1__:13 s53 loN sH 82 0.3 Ml E/o sH 133 2005""1082A1 1.699 Start Point Do5cription AADT AADTYR Singto Truckg 0esign Hour Volume (%of AADT} AADT 2011 Routo Ref Point End Ref Point AADT AADT Slngle Trucka 2011 Comb. Truckg 2011 AADT AADT Comb. Trucks Table 7 -2O26Forecast Traffic 1 1u,23,3OOl 2oos I 23.0001 200$ 7.824 GLENWOOD SPGS 1 MI S/O BLAKE082A2.194 1oN sH 82 0.3 Ml E/o sH 133 200517,8ool082A1 1.699 13.553 Design Hour Volum6 (% of AADT} AADT 2026 Single Trucks 2026 Comb. Trucks 2026 Start Point Description AADT AADTYRRoute Ref Pohl End Ref Point AADT AADTAADT AADT Single TruckB Comb. TruckB Source: CDOT Website I I I I e Figure I Pinyon MeEa VieinitY MaP t}o: Fiqs,M.: 5/26/06 lo-n, o1^ LMB,lob tto. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 8160'l(070)-s4s-i100'4' FAx (s70) 945-s948 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355SURVEY I I I I *s - i' I, % .1 't' 't.1 .1. ....,| it, ,, l| ,r4,4 ' l:t' ..w i { tt g, i'.! 1 .t t:i..,:t,l' ,_.)4 ':tt;, I '1. 1: i,, 'q r,,, .. \' i.:: .t;|, ,-! . .'',.,.l ,j] ,.I,i I {| .-,. ,t 20C6 OiqituiGiobo -""'Coogle I I E S'IE ACCESS\ \a _a_ I I I aaa"g\a a a a a , l. a a a aa e SCHMUESER I GORDON I MEYER a a lrt-.l -J Ia J a a ,l:I a aa'rj Figure 2 Site PIan fi.: Figs.Orout b1c LMB,bb No. l5O2-F lotc: 5//26/06 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(070)-5+s-:r004' FAx (e70) s4s-5e48 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355ffi I BMlrmPDE I I I I I I I LEGEND g TRAFFI:s/GNAL 9 EXISI'NG LANEAGE 00 (oo) - 2oo5 AM (PM) PEAK HOUR THROUGH VOLUMES ON SH 82 o0 (00) - 2006 AM (PM) PEAK HOUR IURN/NG VOLUMES TO/FROM CMC RD AND CR 154 Tool- zooa 24-HotJRTRAFFrI voLUME UESER Pinyon M"{Iuffi"frnu rrarrie t*o: Figs.Druff bt': LMB,td No.tsoz-r la,t, to/4/06 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(070)-01s-looa' FAX (s70) e4s-se48 Aspen, Colorodo (970) 925-6727 Crested Butte, Co (970) 349-5355INEE e .. ltr ts t:,.,., ,,;l c ; ..i,-, ,:4":.. ,1",,,d .,, Iti, 1 1. .,b t t ":fi.\, :\''a ;t" lJ)!\t, ,t 5 t- i #*"'i::. '|: t..i,l t \. l3:\fr ti r tr I0C6 Di,ritalGlol't . -"''Coogq[e I R I I I LEGEND I ooo (o0o) - 2011 AM (pM) IEAK HouR TRAFFI;. *Source; CDOT Forecasfs e Figure 4 201 1 Background Traffie f'b: Figs,to//4//06 l*r, on LMBOotc:.bb No. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(g7o) g4s-:roo4', FAX (e70) 945-s948 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355EERS I M { .|: l'l ,, ,,-..'|:,,. r,. , ii(,',} \,t 4r .. : ..'a ? l ":W ,,,W -:h. i |'r 'al' \; { "....,.,. ,""\lo: -! rL ':l l' '"t'..'4 { tW w@ s^,., ..:: ) **d. ''\.,l:i"',\ , t. i lil " . .,tir,{. l tllt,, l..l'{ 1 ',,i. .ii.: rlr. ll "lirr I irll f, Jiit,Coogle,l I I I I LEGEND I ooo (oo0) - 2026 AM (pM) zEAK HouR TRAFFI:. *Source.' CDOT Forecasts e Figure 5 2026 Baekground Traffie tdo: Fiqs,,lob tlo.tso2-F lM' tol/06 lh-'q^ LMB SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos.'Colorodo 81601(070)-04s-1004' FAx (e70) e4s-ss48 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355ERS tnfl kj N .4w. .'" ''Coog[e 1,.] ;i -t;tt , J, 'ii ou '!,' -ar $.1 f,.t : tii. 1.,, ,: ,1. i j . .i\,, \ &- .i;r{l .t , * l, I : :\& I t,t..' I. ,iit. ,, tl., 1 4 "ir 1:.:.1 . ..;1t',.,. i:. "'"' '\'.,a1@.4. W, ,'t', t"; W q,&.#*__ -.ii'l Ir1 I .):,, I .1, 1 '11,1,1, I I I I I I LEGEND I PROPOSEDLANEAGE ooo (000) - AM (PM) PEAK HOUR S'rE GENERATED TRAFFTC OO% - SITE TRAFFIC DISTRIBUTIONe SCHMUESER I JSEDQN I--I\/E]E& Figure 6 Pinyon Mesa TriP Assignment f'h: Figs&wn ry LMBDotc: 10//4//06Job No. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(s7o) s4s-roo4 FAx (e7o) s4s-5s48 Aspen, Colorodo (970) 925-6727 crested Butte, co (970) 349-5355EN Gr r.t EER= I su R vE YoR s k l *'""Goog[e "\- '!. ::t\. .,1 ri {,, r ,:,, ,r,i,...., I I rl1'll lliliililll'', . , .ili',, 'i1l ll ,,,,.il i lri ,!r lril, r,t'', r'l n'ru-* '. 5 .. ".,,,,t;r' . ,,""'\ \ ,il f I ,i, .tl u I i lt :1 I lir .Siry"ltI r,r, i,irill,r ltil rii;l I I LEGEND I ooo (000) - 2011 AM (pM) IEAK HouR TorAL TRAFFI; e Figure 7 2011 Total Traffic filo:Otoln btE LMB,bb No.tsoz-r lmt, t0/4/06 SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(s70)-54si1004' FAX (e70) s4s-se48 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355SCHMUESER I GORDON I MEYER ENGINEERS I SURVEYORS I I I * 1r,i I . a'. ,.1lti I :i f''ze*",, t.l I {t ,d! N : '.4" j : ii, ,.ilt I I I I I LEGEND 000 (000) - 2026 AM (PM) PEAK HOUR TOTAL TRAFFTC e GORDON Figure B 2026 Total Traffie f'ilo: Figs_twc: 10/4,/06 Dtom by LMB,bb No. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 200 Glenwood Sorinos. Colorodo 81601(g7o) s4sjroo4' FAX (s7o) s4s-5e48 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355RSSU I I I I M t .r*,,G0{}gle -+ ',,1\'\ly. 1l 'b,ti)\ { :..r 1*-''._*f\ ,t"ll 'rl11ll ,i 'r'ti{i, ,,'i t., .,.i,. r,ilii , 't "TJ . ?- ..,,"' '"" " ,-. "t t. lI ." rll '.:,ffff. ,$ I I I FIRE TURNAROUND SECONDARY SECI/ONS a ,\a , I.o!' AXIGO8 XAPPNG PH'JECT t-]g FIRE TURNAROUND 766 ADT a a a \746 ADT 508 ADT \t*::1a r t!:,ilil SECONDARY SECI/ONS f- 1.,t_ t- a aaaa !at ,a ) , e a a 1, a? FIRE TURNAROUND GORDON I 306 ADT 144 ADT BEGIN MINOR COLLECTOR SECI/ON MAIN ACCESS DRIVEWAY TO PINYON MESA TO BE CONSIRUCTED TO MINOR COLLECTOR SIANDAR DS. ALL OTHER ROADWAYS TO BE CONSIRUCTED TO SECONDARY A CCESS SIANDARDS, F/RE T RU CK T U RNAROUNDS ARE SHOI/I/N AS REQUESIED BY THE FIRE DEPARTMENT. I tal \'f1\"*' I I r-llrll-) .l_)E Ia I I I a I .l a a I IIa I a I I l. Foreeast frfr"ff f"ra seetions Dmm by LMB f'no: Fiqs,ooa: 10/05/06Job No. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street. Suite 2O0 Glenwood Sorinos. Colorodo 81601(070)-54s-ro0A' FAX (s70) e4s-ss48 Aspen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355SURV a1, r.l a s Pinyon Mesa Traffic Impact Study APPENDIX A T Schmueser Gordon MeYer 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 Page 1 Site Code: 10 Station lD: CMC Road East of Thunder River MarketPlace Latitude: 0'0.000 Undefined 203 0 0 0 0 0 0 741 66 75 75 90 't27 110 57 33 38 13 50 7'l 65 55 28 17 3 10I o 12 21 18 18 18 't7 30 20I 7 8 14 15 18 13 15 o 12 5 5 7 8 1 E 2sl 20 13 12 12 7 6 12I 1'.| 6 10 11 11 171 22 18 20 30 20 40 28 39 27 29 29 18 16 23 17 22 13 14 17 22 16 15 22 15 26 17 31 0 0 0 0 0 0 23 12 4 ,tl 56 96 83 92 76 75 7',| 25 74 48 43 57 \/\'B 15 't0 16 13 2'.1 24 12 14 11 11 7 11 15 10 16 14 16 11I 29 17 8 30.7o/o 69.30lo Hour Totals EB Totals Combined 0 124 119 108 112 111 Start Time 03-MaY-06 Altemoon 27.7o/o 72.3o/o Afternoon '12:15 12l.30 12:45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 O2:45 03:00 03:15 03:30 03:45 (M:00 04:15 O4:30 O4:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 07:15 07:30 O7:J5 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 '11:00 11:15 11:30 152 122 171 158 182 0 21 27 22I 13 7 17 19 25 23 28 20 24 0 0 0 0 38 19 19 21 19 18 29 26 25 21 171 13 13 14 23 25 32 24 7 8 10 6 4 3I 11 5 6 6 3 1 2 1 2 1 185 128 56 69 40 21 :45 Percent 29.2o/o 70.8o/o Schmueser Gordon MeYer 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 Page 2 Site Code: 10 Station lD: CMC Road East of Thunder River MarketPlace Latitude:0'0.000 Undefined Totals EB Totals Aftemoon Tolals 5 144 5 Start WB Aftemoon 0 I I 0 0 0 0 1 0 0 1 1 3 1 ,| 0 1 ,| 2 1 3 4 14 18I 19I 12 14 20 21 17 14 16 1'l 15 14 15 14 12 12 20 15 20 't9 2 38.4o/o 61.6% Afternoon 71 33.5olo 66.50lo Thu 12i15 '12:30 12:.45 01:00 01:15 01:30 01:45 02:00 02:15 02:30 02:45 03:00 03:15 03:30 03:45 04:00 04:15 04:30 04:45 05:00 05:15 05:30 05:45 06:00 06:15 06:30 06:45 07:00 O7:15 07:30 O7t45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:00 10:15 10:30 10:45 11:00 11:15 11:30 21 12 23 17 19 13 21 17 17 19 20 20 17 20 13 14 16 34 13 27 20 13 19 19 11 14 20 11 el 12 13 7 7I 4 4 6 6 7 20 8 3 0 3 5 3 6 I 123 113 145 143 147 174 147 113 62 67 59 29 74 125 130 35.9o/o il.1o/o Percent 139 723 3 3 2 7 72 73 70 95 83 68 19 58 81 65 54 35 44 28 1 0 1 1 1 2 0 0 2 0 0 0 2 1 1 3 4 5 5 5 18 7 16 17 8 30 22 21 18 16 11 20 14I 11 20 17 16 10 1 1 1 0 1 2 5I 4 7 5 2 4 1 2 1 14 20 18 10 19 22 15 23 16 18 15 25 14 19 18 17 13 22 19 24 34 18 26 22 20 15 17 25 16 10I 14 7 5 11 20 2 0 2 b 4 72 70 73 70 77 79 04 45 22 55 67 58 58 59 27 23 31 AttTraffic Data Seruices, lnc 9660 W 44th Ave Wheat Ridge, CO 80033 www. atttraffi cd ata. n et File Name : CMC&SH82AM Site Code : 00000000 Start Date : 3/23/2005 Page No '.2 Hour From to 08 Peak Hour for Entire lntersection Begins at 07:30 AM 07:45 AM 08:00 AM 08:15 AM Total Volume %Totat I 14 11 '11 5 4tl 2 23 21 21 12 07:30 AM 147 '177 't24 155 40g 37 19 5't0 541 449 250 235 197 220 30 52 38 34 t8 18 15 9 II t8I 0 0 0 0 298 305 250 263 0 0 0 6 6 7 14 133 157 106 130 25 25 38 39 12I 5 0 0 0 0 4 5 3 E 12 11 17 26 0 I 0 0 .91 ------TMc RD Eastbound SH 82Nort!!gg!9----------mdRD Westbound ld. IolalLeftRrahlPedsLeftThruPedsThruRightLeftStart Time 1 130 0.8 -T--T7l 23.1 16.9 59.2 0 0 60333 5.5 44 526 7.3 87.2 66 5213.4 144 34.6 0 0 1 13.8 80.8 5.4 .837.000.838.6fi- .gso -635-.Bso -635 -ooo .814 at Total -Ti3TlOutl-@t I 3 +as' =I=le !eJ _r:dl6l6lNlF[_l .F-f -E---+F l-.l.iol9lolo io,l-EE !o.L aI Peds FOt3-l Out ln t.lC26'l Total 1 Thru Peak Hour Data i North Alt Traffic Data Seruices, lnc 9660 W 44th Ave Wheat Ridge, CO 80033 www. alltr affi cd ata' net File Name : CMC&SH82PM Site Code : 00000000 Start Date :3123120O5 Page No '.2 to - Peak Peak Hour for Entire lntersection Begins at 04:45 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM Total volume %Totsl 2',t 151 23 189 37 151 34 156 74614363711 36 19 278 23 306 23 310 27 270 0 0 0 0 7 6 3 7 179 218 19't 197 62 51 51 59 5I 14 11 '12 15 22 16 o I 12 15 571 640 630 599 0 0 0 0 0 3 0 0 o 4I 12 302 337 v7 308 7 9 7 4 28 34 41 35 0 1 0 0 CMC RD Eastbound SH 82Nortllgqi-CMC RD Westbound |il. Iobl SH Southbound LeftPedsLeftThruRiShtPedsRightLeftThruStart Time -6-7 45 1 138 47.1 19.6 32.6 0.7 12940 0 1164 38 90 2.9 92 7.1't4.8 11.2 72.6 1.35 14.6 82.4 2.9 0 .852-.5F-_s7s .ooo .932ffie .sea .aso .250 .899.a21 I l- t at Total 1 7.1761 OutrEoil L, 3 pe_t;t6ltsl EINIFL-J {_l--l.lrl9totollil- 6t sll rc-otTl Totaln a-7al Out 'rir' Peak Hour Data + I North PedsThru 162 3 223 .900 tsN n ; ttt '/L 1 t4 -- wt 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 tt'tttu,sgtn'inc.com 90 File Name Site Code Start Date Page No :100306, :000000( :10131201 "1 lnt. 1. 1. 1, 1,g , "/, 07:15 AM 07:30 AM 07:45 AM oE:00 AM 08:15 AM 08:30 AM Grand Total Apprch % Unshifted Bank 'l Bank 1 5, ,1, 1. 1. 9, 0 1 0 3 .1 0 0 0 0 0 0 0 0 0 0 0 0 96 18 16 18 '148 50.2 7 7 5 42 14.2 4.3 14 19 9 '105 35.6 11 7 10 53 34.9 5.4 0 0 0 1 0.7 0.1 17 14 16 89 58.6 0 17 23 20 150 58.4 15.3 5 7 6 45 17.5 4.6 8 8 6 62 24.1 0 33 3 6 J 45 16.3 4.6 28 36 32 224 a2.6 25 I 0 I 0 9 5.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Bank 2 "/o Bank 2 0 0 0 0 00 @v Fromwest , - . cR 154SH 82 Up Valley Erom East ,Thru LeftRisht CR 114ICMC Road From North PedsRiqht I Thru Lefl me ;il 7 13I I 0 0 1 0 0 34 3615 31 18 I I 12 't'l 0 0 0 0 I 7 4 1 0 3 I 0 0 0 6 5 10 1,| 11 12I 14 't4 22 0 0 0 0 10 4 4 5 19 29 29 19 0 0 0 1100 00 3 10062 100 45 0 0 0 't50 '100 1 0 0 9 100 ------ 53- I E9 10042148 1 0 00 100 0 0 0 0 0 105 1 1r 0 0 0 0 0 00 I tlrl (/a /ll wl 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 tt'tt ttt. s g m' i ttc' com 1 -Bank2 138 53.7 11.8 15 19 14 18 5 15 '11 7 17 17 13 7 File Name : 1003061 Site Code : 000011' Start Date :10131201 Page No :1 6 2.5 0.5 04:15 PM 04:30 PM PM Total 05:00 PM 05:15 Pi, 05:30 PM 05:45 PM Grand Total Apprch o/o Total % o/o Bank 2 30 26 36 49 39 29 '114 198 83.5 3 0 1 0 0 0 0 4 5 1.9 0.4 0 0 0 00 0 0 0 00 2A 10 6 7 56 12.8 39 22.8 0 ,t04 43.7 33 13.9 51 10 17 18 38 8 4 6 19 7 0 3 0 0 0 0 0 0 0 5, 1 1, 1. 0 ,| 0 '^-{ 19 21 16 0 4 0 0 4 54 0 0 4 12 5 1 100 8.5 139 276 63 23.6 11 6 1.4 0.5 114 44.4 9.7 58 24.4 64 26.9 0 0 I 1'r Yo 0 0 0 000 0 0 0 0 0 SH 82 Down Valley Fromwest , - . CR 154 From South lnt. T Valley From Thru From CR1 rne 0 5 0 0 19 16 24 5 7 4 0 0 9 3 5 0 0 4 7 13 17 12I 't0 0 0 1 0 0 0 0 0 11 11 19 10 16 2'.1 't8 17 0 2 0 0 6 9 I 5 31 30 39 37 12 I I I 1210464 0 0 10056 100 276 000 0 100 100 0 0 33 ,| 00 198 0 ooo 0 0 111 5 0 0 138 100 1 1. 1 0000 0 COUNT DATE: COUNT TIME: OUT !N 157 GMC ROAD 25o/, LEFT 17% THRU 57% RIGHT SH 82 UV APPrach NB 38.3% SB 61.70/o SH 82 Distribution NB 35.7Yo SB 64.3Yo SH 82 DV APProach NB 36.00/o SB 64.OYo 3t2312005 & 10/3/06 7:00 - 8:00 AM SOUTHBOUND SH 82 COUNT DATE: COUNT TIME: 5/4/2006 sGM 7:45-8:45 AM IN 't067 3Yo RIGHT OUT 1055 85Yo THRU OUT 662 12o/o LEFT IN 593 GMG ROAD OUT 184 CDOTAADT 23000 IN 182 GMG ROAD ADT WESTBOUND 58 EASTBOUND 81 98 HT RU 53Yo 13o/o 35YoLEFT 7%o 89%4o/o NORTHBOUND SH 82 EB Approach Distribution NB 25.5o/o EB 17.2o/o SB 57.3o/o 2-Way DHV 1M8 AADT 13733.33 WB Approach Outbound NB 52.7o/o WB 12.6Yo SB 34.60/o WB ApProach lnbound From N 71.7o/o From W 14.7o/o From S 13.60/o 13290233 9640 2327 6390 2552642 2011 FORECAST TRAFFIC IN 2024 3Yo RIGHT OUT 2001 85Yo THRU OUT 1256 12o/o LEFT IN 1125 RIGHT CMC ROAD ADT IN 322 OUT 3s2 WESTBOUND 103 EASTBOUND 155 CDOT 201 1 AADT CDOT 2011 DHV factor DHV 26243 o.12 3149 LEFT THRU RIGHT 7o/o 89Yo 4o/o 250171163 17286 4654 104186 2011 AM 998 4780 COUNT DATE: COUNT TIME: I 5/3/2006 sGM 4:45-5:45 PMCOUNT DATE COUNT TIME: OUT 108 IN 118 CMC ROAD 3t23t2005 & 10/3/06 5:00 - 6:00 PM SOUTHBOUND SH 82 IN 775 2o/o IN 228RIGHT OUT 1357 460/o LEFT 32% THRU 22% RIGHT SH 82 UV APPrach NB 63.60lo SB 36.40/o SH 82 Distribution NB 62.50/o SB 37.5Yo SH 82 DV APProach NB 63.80lo sB 36.2oh 5o/o 90% 5o/o LEFT 2-Way DHV 2027 AADT 16891.67 WB Approach Outbound NB 61.0Yo WB 12.3Yo SB 26.80/o WB ApProach lnbound From N 53.0% From W 17.7o/o From S 29.3Vo GMG ROAD OUT 2',15 CDOT AADT 23000 83% THRU 15o/o LEFT IN 1293 61o/o 12o/o 27o/o CMC ROAD ADT WESTBOUND 76 EASTBOUND OUT NORTHBOUND SH 82 EB Approach Distribution NB 45.8o/o EB 32.2Yo sB 22.0% 734 114u714 't3954 2838 6126 63116466 T1 2O1I FORECAST TRAFFIC IN 1 180 2Yo RIGHT 83% THRU OUT 2066 15o/o LEFT GMC ROAD ADT OUT WESTBOUNDl-1oo-l,-- EASTBOUND IN 300 CDOT 2011 AADT CDOT 2011 DHV factor DHV 26243 0.12 3149 LEFT THRU RIGHT 346 SYo 90%5o/o OUT 1118 IN 1969 17498521 19698 5676 48 2011 PM 85 961773101 lr:l-{'DI COUNT DATE: COUNT TIME: OUT IN 157 CMG ROAD 3t2312005 & 10/3/06 7:00 - 8:00 AM SOUTHBOUND SH 82 COUNT DATE: COUNT TIME: EASTBOUND 5/4/2006 SGIvt 7:45-8:45 AM 81 IN 1067 85Yo THRU OUT 662 1ZYo LEFT IN 593 3o/o 2-Way DHV 1 648 AADT 13733.33 WB Approach Outbound NB 52.7Yo WB 12.6Yo SB 34.60/o WB Approach lnbound From N 71.7o/o From W 14.7o/o From S 13.60/o CII'IG ROAD IN 182 OUT 184 CDOT AADT 23000 CMG ROAD ADT WESTBOUND 98 RIGHT 7o/o 89% 4o/o 25% LeFl 17Ol" THRU 57% RIGHT SH 82 UV APPrach NB 38.3% SB 61.7Yo SH 82 Distribution NB 35.7Yo SB 64.30/o SH 82 DV APProach NB 36.0% SB 64.00/0 NORTHBOUND SH 82 EB Approach Distribution NB 25.5o/o EB 17.2Yo SB 57.3o/o 53Yo 13o/o 35o/o OUT 1055 13290233 9640 2327 6390 2552642 IE 2026 FORECAST TRAFFIC IN 3% 2650 OUT 2620 85% THRU OUT 1644 12% LEFT IN 1473 CDOT 2026 AADT CDOT 2026 DHV factor DHV 34351 0.12 4122 LEFT THRU RIGHT RIGHT 7o/o Bg% 4o/o CMC ROAD ADT IN 419 OUT WESTBOUND EASTBOUND 457 328T24o82 113 5867.5 137 2026 AM 243 621306104 GI 134 29',! COUNT DATE: COUNT TlilttE: OUT 108 IN 118 CMC ROAD 46% LEFT 32% THRU 22o/o RIGHT SH 82 UV APPrach NB 63.6% sB 36.4Yo SH 82 Distribution NB 62.5Yo SB 37.5Yo SH 82 DV APProach NB 63.8% SB 36.20/o GHT LEFT 2-Way DHV 2027 AADT 16891.67 WB Approach Outbound NB 61.0% WB 12.3Yo SB 26.80/o WB ApProach lnbound From N 53.0olo From W 17.7Yo From S 29.3o/o CMC ROAD OUT 215 CDOT AADT 23000 312312005 &',|0/3/06 5:00 - 6:00 PM SOUTHBOUND SH 82 COUNT DATE: COUNT TItI/E: 5/3/2006 sGM 4:45-5:45 PM IN 775 OUT 1357 2Yo 83Yo THRU 1SYo LEFT IN 1293 CMC ROAD ADT WESTBOUND 76 EASTBOUND RIGHT 5o/o 90% 5o/o IN 228 RU 61o/o 12o/o 27o/o OUT NORTHBOUND SH 82 EB Approach Distribution NB 45.8Yo EB 32.2o/o sB 22.0% 734 11464714 13954 2838 6126 63116466 3a 2026 FORECAST TRAFFIC IN 1545 2o/o RIGHT 83Yo THRU OUT 2705 15o/o LEFT IN 2577 CMC ROAD ADT OUT WESTBOUNDl@ EASTBOUND IN 375 CDOT 2026 AADT CDOT 2026 DHV factor DHV 3435',l 0.12 4122 LEFT THRU RIGHT LEFT 429 5o/o 90o/o SYo OUT 1463 1290 22728 256128 5676 62 2026 PM 11',l 1262320132 Tl Pinyon MesasTraffic Impact Study APPENDIX B T Thu Oct 5,2006 07237:40 Page 1-1 AIvl Existing Scenario: Command: Volume: GeometrY: Impact Fee: Trip Generation: Irip Distribution Paths: Routes: Configuration: Scenario Report AM Existing Default Command AIvl Existing Default GeometrY Default ImPact Fee Default TriP Generation Existing Distribution AIvI DefauLt Paths Default Routes Default Configuration Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER Thu OcE 5, 2006 07:37':40 Page 5-1 AM Existing Intersection # 1 SH 82 c CMC Road # 4 Pinon Mesa & CMC Road Impact AnalYsis RePort Level Of Service Base Del/ v/ LOS Veh C B !2.3 0.318 Future DeL/ v / LOS Veh C B 13 .2 0.346 Change in + 0.834 D/V + 9.550 D/vA o.o o.ooo A 9.5 0'000 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER AIvl Existing Thu Oct 5 , 2006 O'.- :37 " 40 Page 6 - 1 Level Of Service CompuEation Report 2oo0HcMoperationsMethod(BaseVolumeAlternative)******************************************************************************** Intersection #1 SH 82 & CMC Road ******************************************************************************** Cycle(sec):75Critica1vol./Cap.(x):0.318 Loss Time (sec): 3 (Y+R=4'o sec) Average Delay (sec/veh) 1 L2'3 optimal Cycle: 66 Level Of Service: B ******************************************************************************** Street Name: SH 82 MC Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R l---------ll---------ll---ll---------l Control: ProtecEed Protected Permitted Permitted Rights: Include lnclude fnclude rnclude Min.Green: 0 30 O O 30 O O 15 O 0 15 0 IJanes: 1 O 2 O 1 1 O 2 O 1 1 O O L O 1 0 0 1 0 Volume Module: >> Count Date: 23 Mar 2OO5 << AwI Peak Hour Base Vo1 : 42 525 25 ir32 9O2 33 40 2'7 90 63 23 96 GrowthAdj: 1.00 1.00 1'OO 1'OO 1'OO L'OO l-'OO 1'OO L'OO 1'00 1'00 1'00 Initial Bse: 42 526 25 L32 9o2 33 40 27 90 53 23 96 UserAdj:1.0o1.oo1.oo1.oo]..00]..oo1.oo]'.001.001.001.001.00 PHFAdj:0.950.950.950.950.950.950.950.950.950.950.950.95 PHF Vo1ume z 44 554 26 139 g4g 35 42 28 95 56 24 10L Reduct Vol: O O O O O O O O O 0 0 0 Reduced Vol: 44 554 26 139 g49 35 42 28 95 66 24 101 PcEAdj:1.oo1.oo1.oo1.oo]..oo1.oo1.oo1.oo1.oo]..00]..001.00 MLFAdj:1.001'OO1'OO1'OO1'OO1'OO1'OO1'OO1'OO1'001'001'00 Final Vol. : 44 554 26 139 94g 35 42 28 95 65 24 101 Saturation Flow Module: sat/Lane: L900 1900 1900 Adjustment: LaneS: Final Sat. : .9s 0 .8s .00 1 .00 510 1515 1900 1900 0.55 0 .89 L.00 0 .23 104L 388 1900 1900 1900 o .5s 0 .88 0 .88 1 .00 0 .19 0 .81 1049 323 ]'341 il ---- 06 0.24 0.2'7 o.24 190 0 0 .95 1. .00 r.805 0.95 0 L.00 2 1805 3 190 0 0.95 2.00 3 510 190 0 0.85 1.00 1615 L900 0.89 o .'77 l.293 lt CapacitY AnalYsis Module vo1/Sat: 0.02 0'15 Crit Moves ' **** Green/Cyc1e:0.04 0.48 Volume/CaP: 0.59 0.32 Uniform Del : 35 .3 Ll ' 9 fncremntDel:11.4 0'1 InitQueuDel: 0.0 0'0 DelaYAdj: 1.00 L'00 Delay/veh z 46.7 72 -0 User DelAdj: 1.00 1'00 AdjDel/Veh z 46 -7 1-2 'O LOS bY Move: D B HCM2kAvgQ: 2 4 ************************ o-o2 0.08 0.25 o.24 0 0.32 0 23.3 o.4 o.o2 o.04 0.07 0.07 0 08 32 .5 .0 08**** 0 .24 o.32 23.'7 0.5 0.0 1.00 24.1 r..00 0 0 **** 0.48 0.03'to.2 0.0 0.0 1.00 10.2 1.00 ]'o.2 0.24 0.17 22.8 0.3 0.0 L.00 23 -2 1.00 23.2 0.68 0 .03 20 0.0 0.0 r-.00 ?o 1..00 .68 .39 5.1 0.1 0.0 .00 5-2 .00 5.2 o .24 0.31 23 .6 0.4 0.0 1.00 24.t 1.00 24.L o.24 0.31 23 .4 0.5 0.0 1.00 24 -O 1..00 24.O 23 .6 0.4 0.0 1.00 24.L 0. 23 0 00.0 1.00 l- 23.8 1.00 1 23.8 24 -l C 1.00 24 -l 1.00 24.L C 1.00 24.L BCAACCCCo35ol-33******************************************* 133************* Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER Thu Oct 5, 2006 07:.37240 Page 8-1. AIvl Existing ********* Levef Of Service Computation Report 2OOo HCM Unsignalized Method (Base Vo1ume Alternative) *********************************************************************** Intersection #4 Pinon Mesa & CMC Road ******************************************************************************** AverageDelay(sec/veh):0'0WorstCaseLeve]-ofservice:A[0.0]******************************************************************************** Street Name: Pinon Mesa CMC Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R l---------------ll---------ll---ll---------l Control: stop sign Stop Sign uncontrolled Uncontrolled Rights: Include fncfuEe Include Include Lanes; 0 O 1! O O O O O O O O O O 1 O 0 1 0 0 0 l---------------ll---------ll---ll---------l volumeModufe:>>CountDaEe:4May2005<<AMPeakHour Base Vot3 0 O O O O O O 8l' O 0 58 0 GrowthAdj:1.o01.oo1.oo1.oo]..oo1.oo1.oo1.o0]..001.00]-.001.00 InitialBse: O O O O O O O 81 O 0 58 0 User Adj: 1.00 1'OO l-'OO 1'OO 1'OO L'OO 1'OO 1'OO 1'OO 1'00 1'00 L'00 PHF Adj: 0.9s o'95 O'95 O'95 O'95 O'95 O'95 O'95 O'95 0'95 0'95 0'95 PHF Vo1ume: 0 O O O O O O 85 O 0 6L 0 Reduct Vol: O O O O O O O O O 0 0 0 Final Vol.: O O O O O O O 85 O 0 51 0 l---------------ll---ll---ll-- Critical GaP Modu1e: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTi*,*** xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx'-:------'----- I ---- ----- | I ----- ---- I I xxxxx xxxx xxxxx xxxxx xxxx xxxxx Capacity Module: Cnflict VoI: xxxx xxxx xxxxx xxxx xxxx PotenE Cap.: xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx xxx)< xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxxMove CaP.: Volume/CaP xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx)< xxxx xx)qx xxxx xxxxx xxxx xxxx I ll ll Level of Service Module: 2way95thQ: xxxx xxxx xxxxx Control Def:xxxxx xxxx xxxxx LOS bY Move: * * * Movement: LT - LTR - RT Shared CaP.: xxxx xxxx xxxxx SharedQueue : xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx*** - RT I,T - LTR xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx*** xxxxxx * xxxxx xxxx xxxx xxxxx xxxxx xxxx*** -RT LT-LTR xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx*** xxlcxxx * xxxx xxxx xxxxx xxxx** I,T - I,TR xxxx xxxx xxxxx xxxx xxxxx xxxx** xxxxxx * xxxxx xxxxx * -RT xxxxx xxxxx xxxxx * Shared LOS: ApproachDel: ApproachlOS:************ ** xxxxxx * ******************************************************************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traf f ix 7.8 ' 0l-15 (c) 2O06 Dowling Assoc ' Licensed to SCHIVIUESER CORDAI{ MEYER PM Existing Thu Oct 5, 2oO5 07:38:05 Page 1-1 Scenario Report Scenario: PM Existing Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution Paths: Routes: Conf igurat ion: Default Command PM Existing Default Geometry Default ImPact Fee Default TriP Generation Existing Distribution PM Default Pathg Default Routes Def ault. Conf iguration Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER PM ExisEing Thu Oct 5 , 2006 0? :38:05 Page 5-1 ImPact AnalYsis Report Level Of Service Intersection # L SH 82 & CMC Road # 4 Pinon Mesa & CMC Road Base Del/ Y/ LOS Veh C B 11 .7 0.533 Future Det/ v/ LOS Veh C B 13.1 0.571 Change in + 1.458 D/V + 9.989 D/vA o.o o.ooo A 10.0 0.000 Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu oct 5, 2006 07 :38 :05 Page 5-1 PM Existing Levef Of Service ComPuta 2ooo Hc'I"l operations Method (Base ********************************************** ,tion RePort Vo1ume ALternative).********************************** Intersection #1 sH 82 & CMC Road ******************************************************************************** Cycle(sec):75CriticalVol./Cap.(X):0.533 Loss Time (sec): 3 (Y+R=4'o sec) Average Delay (sec/veh): 11'7 Optimal Cycle: 66 Level Of Service' B ******************************************************************************** street Name: sH 82 cMC Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Control: Protected Protected Permitted Permitted Rights: Include Include Include IncLude Min.Green: 0 30 O O 30 O O 15 O 0 L5 0 Lanes: 1 O 2 O 1 L O 2 O l' 1 O O L O 1 0 0 1 0 l---------------ll----------ll--------ll---------l Volume Modufe: >> Count Date: 23 Mar 2OO5 << PM Peak Hour Base Vol t 65 lL54 63 L14 647 14 54 38 26 61 2A 139 Growth Adj: 1'oo 1'OO 1'OO L'OO 1'OO 1'OO 1'OO 1'OO 1'OO 1'00 1'o0 1'00 IniEial Bse: 65 L764 63 tL4 64'7 !4 54 38 26 61 2a 139 UserAdj:1.oo1.oo1.oo1.oo1.oo1.oo1.oo1.oo1.oo1'00]..001.00 PHFAdj: 0'950'95 O'95 o'950'95 O'95 O'950'9s O'95 O'950'95 0'95 PHF Volume : 59 1225 66 1r2O 681 l-5 57 40 27 64 29 145 Reduct Vo1: O O O O o O O O O 0 0 0 Reduced VoI: 59 1225 66 1-20 581 15 57 40 27 54 29 1'46 PCE Adj: 1'OO 1'OO 1'OO 1'OO 1'OO L'OO l"OO L'OO 1'OO 1'00 1'00 1'00 MLFAdj: 1'OOL'OO 1'OO 1'Oo1'OO 1'Oo 1'OO1'OO 1'00 1'001'00 1'00 Final Vol. : 69 7225 66 l-2O 681 15 57 40 2'1 64 29 1'46 l-------:- ll---- -----ll------ ---ll- Saturation Sat/Lane: Adjustment: Lanes: Final Sat. : Flow Module 1900 1900 1900 L900 0.95 0.95 1.00 2 .00 1805 3510 1 900 1900 0.4L 0.94 1.00 0.s9 7'70 Lo59 0.95 2.00 3 610 0.95 1 .00 1805 190 0 0.85 1 .00 151.5 190 0 0.85 L.00 16 1s 190 0 0.94 0 .41 725 L900 0.6s L .00 1237 L900 0.88 0.83 13 84 1900 0.88 0.L7 279 -------ll CapacitY AnalYsis Modul Vo1/Sat: 0.04 o'34 e: o.04 o.07 0.19 o.01 o'07 o'04 o'04 o'05 0'11 0'11**** Crit Moves ' **** Green/Cyc1e: o.0? 0'64 o'64 Volume/CaP: 0.58 0'53 0'06 uniform Del: 34.0 1 '5 5 '2 IncremntDel: 6.8 0'2 0'0 InitQueuDel: O-0 0'0 0'0 DelaY Adj: L.O0 1'00 1'00 Delay/veh: 40 -7 7 '8 5 '2 User DelAdj: 1.00 1'00 1'00 AdjDel/veh: 40.'? 7 '8 5 '2 LOS bY Move: D A A HCM2kAvgO: 3 9 1 ***************************** 0.69 o.20 o.20 o.20 0.20 0'20 0'20**** o.72 0.69 0.53 0 .27 30.8 4.3 2.5 0.1 0.0 0.0 1.00 1.00 33.3 4.4 1 .00 1 .00 33.3 4.4 CA 33*********** o.01 o.37 0.19 o.19 o'25 0'53 0's3 3.6 25.9 24-g 24-9 25.3 26'8 26'8 o.o 1.5 0.3 0.3 o'5 1'5 1'5 o.o o.o o-o o.o 0.0 0'0 0'0 1.oo 1.OO 1.OO L.oo 1'00 1'00 1'00 3.6 27.4 25-2 25.2 25'9 2A'4 2A'4 t.oo 1.OO 1.OO 1.oo 1.00 1'00 l''00 3.6 27.4 25.2 25.2 25-9 28'4 28'4 ACCCCCC o211:-44 **********************t***************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix ?.8.01L5 (c) 2O06 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5 , 2006 07:38 :05 Page 8-1 PM Existing Level Of Service Computation Report 2oooHCMUnsignalizedMethod(BaseVolumeAlternative)******************************************************************************** T Intersect.ion #4 Pinon Mesa & CMC Road ******************************************************************************** AverageDelay(sec/veh):0.0WorstCaseLevelofService:A[0.0]******************************************************************************** Street Name: Pinon Mesa CMC Road Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R l---------------ll---------ll---ll---------l Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include fnclude Include Include Lanes: 0 O 1l O O O O O O O O O O 1 O O 1 0 0 0 I ----: ---------- I I --------- I I - -- I I --- ------ | Volume Module: >> Count Date: 3 May 2006 << PM Peak Hour Base VoI: 0 O O O O O O 127 O 0 76 0 GrowthAdj: 1.OO 1'OO 1'00 1'OO 1'OO 1'OO 1'OO 1'OO 1'OO 1'00 L'00 1'00 Initial Bse: o o o o o o o 12'7 o 0 76 0 User Adj: 1.OO 1'OO 1'OO 1'OO l-'OO 1'OO L'OO L'OO 1'OO 1'OO 1'00 1'00 PHFAdj:0.950.950.950.950.950.950.950.950.950.950.950.95 PHF Vo1ume: 0 O O O O O O 134 O 0 80 0 Reduct Vo1: O O O O O O O O O 0 O 0 Final VoI.: O O O O O O O 134 O 0 80 0 l---------------ll---ll---ll-- xxxxx xxxx xxxxx xxxxx xxxx xxxxx ll---------l Capacity Module: cnitict VoL: xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx Move CaP.: xxxx xxxx xxxxx volume/Cap: xxxx xxxx xxxx Critical GaP Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxlcx xxxx xxxxx FollowUpTi*,**** xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ::-:- --:---- | ---- ----- | I ----- ---- I I xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx Level Of Service Module: 2way95thQ:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx control Del:xxxxx XXXJ( X)<)()(X }(}()(XX xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS bY Move: * * * * * * * * * * * * MOVEMENT:I'T-LTR-RTI,T-LTR-RTLT-I'TR-RTLT-I'TR'RT SharedCap.:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SharedQueue:xxx,xx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx shared Iros: * * * * * * * * * * * * ApproachDel: XX)()<)(X xxxxxx xxxxxx xxxxxx Approachlos: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAIi MEYER I ll Thu Oct 5 , 2006 08 :05 :12 Page 1-1 2011 AM Scenarro: Command: Volume: GeometrY: Impact Fee: Trip Generation: Trip Distribution Paths: Routes: Configuration: Scenario RePort 2011 AM Default Command 2011 AM Default GeometrY Default ImPact Fee Single FamilY Home AM Existing Distribution AIvl Default Paths Default Routes Default Configuration Traffix 7.8.011-5 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER 201L AIvl Thu Oct 5, 2006 08:05 :12 Page 2-1 TriP Generation Report Forecast for Sing1e Family Home AIvl Zone # Subzone AmounE Units Rate In Rate Out Trips TriPs In Out Toral t of Trips Total 1 Pinon Mesa 8O'OO Single FamilY Zone 1 Subtotal 0 .19 0.56 15 t5 45 45 50 100.0 50 100.0 I 15 45 60 1.00 .0 TOTA], Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER I Thu Oct 5, 2006 08:05 :12 Page 3 - l- 2011 AM TriP Distribution Report Percent Of Trips Existing Distribution AIVI To Gates?,41 Zone 1 50 . o l-0.0 30.0 10.0 Traffix 7.8.0115 (c) 2006 Dowting Assoc' Licensed to SCHMUESER GoRDAN MEYER Thu Oct 5 , 2006 08 :05 : l-2 Page 4-1 2011 AM I Turning Movement RePort Single FamilY Home AM Volume Northbound Type Left Thru Right #1 SH 82 & CMC Road Base 80 998 47 Added o 0 5 Total 80 998 52 Southbound East'bound Left Thru Right Left Thru RLght Westbound Total Left Thru Right Vo1ume 250 77tt 80 258 ]-7tl 63 0 53 54 55 85 0 85 186 0 186 l.04 L4 118 46 5 5L t72 23 195 3797 57 3854 #4 Pinon Mesa & CMC Road BaseOO00 Added4to50 Tota141o50 0 1.4 1-4 0 106 202 ].06 255 62 318 0 0 0 0 0 0 0 150 00 0 150 0 0 0 Traf f ix 7.8 .0115 (c) 2005 Dowling Assoc ' Licensed t'o scI{lvruESER GORDA}I MEYER 2011 AM Thu Oct 5, 2006 08:05:12 Page 5-1 fmPact Analysis RePort LeveL Of Service lntersect ion # 1 SH 82 & CMC Road # 4 Pinon Mesa & CwIC Road Base DeI/ v / LOS VCh C B L7 .7 0.6a2 Future Det/ v/ LOS Veh C B 17 .4 0.621 B 10.3 0.000 Change in + 0.288 D/v +]-o.299 D/vA 0.0 0.000 Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAN MEYER Thu Oct 5 , 20OG 08 :05 : 12 Page 6-1 2011 AIvl Level Of Service Computa 2ooO HCM OPerations Method (Base ********************************************** Intersection #1 SH 82 & CMC Road ********************************** tion Report Volume Alternative)********************************** Cycle (sec) t Loss Time (sec): OpEimaI CYcle: 60 ************************ Street Name: Approach: Movement: 3 (Y+R=4.0 sec) Average DelaY (sec/veh): ********************************************** Critical vot./CaP. (x) :o.6J.2 L'7 .L B 75 Protected Include 0 30 1020 PermiEted Include 0 15 0 10010 il---- -----l llt Permitted Include 0150 10010---------l Level Of Service: ******************************************************** sH 82 CMC Road North Bound South Bound East Bound West Bound I,-T-R Control: Rights: Min. Green Iranes : Volume Module Base Vol: Growth Adj: Init.ial Bse: User Adj: PlrF Adj : PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final Vo1. : 0 Protected Include 0 30 0 110201---ll-- z 2OAL Forecast AI"1 80 998 4'7 80 998 47 1. o0 1 .00 1 .00 0.95 0.95 0 .95 84 1051 49 000 84 1051 49 1 .00 1.00 1 .00 l, . oo L.00 1 .00 84 1051 49t---------ll 86 54 1.00 L.00 85 54 1.00 1.00 0.95 0.95 91 57 00 91 57 1.00 1.00 1.00 1.00 250 1.00 250 1 .00 0 .95 263 0 263 1 .00 L .00 263 l_ 711 1.00 t'lLl 1.00 0.9s 18 01 0 18 01. 1.00 1 .00 18 01 63 1.00 63 1 .00 0.95 66 0 66 L.00 1.00 66 186 l_.00 186 1 .00 0.95 r.95 0 196 L.00 1.00 104 1 .00 104 r..00 0.95 r_0 9 0 109 1,.00 L.00 46 1 .00 46 1.00 0.9s 48 0 48 1 .00 1 .00 L72 1,.00 172 l. .00 0 .95 L81 0 L81 1 .00 1.00 181------l91 57 195lt---------ll 109 48 Saturation Flow Module: sat/Lane: 1900 19oo Adjustment: Lanes: Final sat. : 1900 0.85 1.00 r_515 190 0 0.85 1.00 16 r.5 190 0 0.88 0.23 378 19 00 0 .37 1.00 703 190 0 0.95 1.00 1805 0.95 2.00 3 510 1 900 0 .88 0 .'1'1 t302 190 0 0.33 .88 .21 354 0.88 o .79 ].322 190 09001 0 01.00 625 0.95 1.00 1,805 1900 0.95 2.00 3 610 Capacity AnalYsis Module : voi/sat, o.05 o.29 o'03 o'15 o'50 Crit Moves ' **** **** Green/Cycle:0.06 0.48 o'48 o'24 o'65 Volume/bap: 0.76 0'61 O'05 0'61 0'75 uniformoll ,:a.7t4.5 10'6 25'5 9'o IncremntDel:26.6 o'7 O'0 2'6 1'5 InitQueuDel: O.O o'o o'0 0'0 o'0 nefaY Aaj, l'.OO 1'OO 1'00 1'00 1'00 pefay/Vefi: 51.3 15'2 L0'7 28'1 10'5 User DelAdj: 1-00 L'00 l-'00 1'00 1'00 AdjDel/Veh, er.3 75'2 LO'7 28'1 10'5 Lo6byMove, E B B C B HCM2kivgQ: 4 10 1 6 ].'7 **************************************** 0.04 0 .13 0 .65 0 .25 0 .06 0 .52 4.7 24.5 0 .0 2.9 0.0 0.0 1 .00 1.00 4.'7 2'7.4 1 .00 1.00 4.7 27 .4 AC 13*********** 0.15 0.15 0.18 0.14 **** 25 0.25 0.25 61 0.71 0.56 0. 0. 25 2 0 0.2s 0 .61 25.1 2.'7 0.0 .l. 25.9 2 .7 1.4 .5 .0 0.0 24.',l L.7 0.0 1 .00 26.4 4.7 1.7 0.0 0 .1,4 0.25 0 .56 1 .00 26.4 C 5******* 1. OO 1 . OO L.00 1 .00 27 .8 27.8 40.4 26.4 1 . OO 1. OO 1.00 1.00 27.8 27.8 40.4 26 '4 CCDC 6645********************** Note: Queue reporEed is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER Thu Oct 5 , 2005 08 :05:12 Page 7-1 2011 AIvl l,evel Of Service Computation Report 2oooI{CMoperationsMethod(pulureVolumeAlt-ernative)*****************,************************************************************** Intersection #************** Cycle (sec): Loss Time (sec Optimal CYcle:************** Street Name: Approach: Movement: L SH 82 & C14C Road****************************************************************** 75 Critical vol . /CaP. (x)o.521 (Y+R=4.0 sec) Average Delay (sec/veh):1,7 .4 Level of Service:B60***************************t************************************** sH 82 CMC Road North Bound South Bound East Bound West Bound T T T R L T Protected ProEected Permitted PermitEed Include Include Incfude Include 0 0 0 3 RL RLR], control: Rights: Min. Green: l,aneS:10201 10201 0 15 10010100L0 0 150 30 0 0 30 Volume Module Base Vo1: Growth Adj: Initial Bse: Added Vol: PasserBYVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MI,F AdJ : Final Vol. : 2olL Forecast AIq 47 00 47 5 0 52 00 95 55 0 00 00 80 998 1 .00 1.00 1. 0.95 0.95 0 . 84 L051 00 80 998 1.00 1.00 1 80 998 84 1.00 1,.00 84 t---- 250 lTLl 63 1. O0 1 .00 1 .00 250 t'711 53 186 1.00 L86 0 0 185 1.00 1.00 1 800 000 258 1711 63 86 00 86 0 0 5 1.0 5 5686 00 4 0 4 0 104 1.00 L L04 L4 0 0 45 ,00 46 5 0 51 .00 otr 54 0 54 L72 L .00 172 23 0 195 1 .00 0.95 205 0 205 1.00 1.O0 205 1. O0 1 .00 1 .00 0.95 0.95 0.95 272 ]-80]. 66 2'72 ]-80]- 66 1.00 1.00 1.00 1.00 L.00 L.00 1900 0.95 2.OO 3 510 1900 1 0 118 .00 OE 124 L 0 55 1.00 1 .00 0 1,24 1.00 1.00 L24 1.00 1.00 54 000 .95 0.95 91 59 00 91 59 .00 1.00 .00 L.00 93- 59 0.95 ].96 0 r.96 1. o0 r..00 ]'96 1 051 1.00 1.00 10 51 1 1 ------- | Saturation Flow Module: Sat/Lane: l-900 1900 Adjustment: 0'95 0'95 Lanes: 1'00 2'00 1900 0.89 o.23 389 1900 0.88 o .79 1327 19 00 0.85 L.00 L615 0 .95 1 .00 1805 190 0 0.85 1.00 1615 19 00 0.89 o .77 7292 r- 900 0.88 0.2L 347 190 0 0.38 1.00 728 190 0 0.39 1.00 139Final sat : 1805 3610 ll-------ll CapacitY AnalYsis Module : vol/Sat: 0.0s 0.29 O'03 o'15 O'50 o'04 o'12 O'15 O'15 0'17 0'1s C,.it MOVeS. **** **** **** Green/Cyc1e: 0.05 O'47 O'47 O'24 O'65 O'65 O'25 O'25 O'25 O'25 O'25 Volume/Cap: O'77 O'62 O'07 O'62 O'77 O'05 O'50 O'51 O'61 O'67 O'62 UniformDel:34.7t4'9 L1'O 25'3 g'2 4'8 24't24'g 24'9 25'425'O IncremntDe:-: 27.2 O'7 O'O 2'1 1'5 O'O 2'2 2'6 2'6 9'5 2'9 IniEQueuDel: 0.0 O'O O'O O'O O'O O'O O'O o'O 0'0 0'0 0'0 DelayAdj: 1-001'OO L'OO 1'OO1'OO 1'OO L'OO1'OO 1'00 1'001'00 Delay/Veh: 51.9 15'? 1L'o 28'1 10'7 4'A 26'3 27 's 27 '5 34'9 27 '9 User DeIAdj: 1.00 L'00 1'OO 1'OO 1'OO l"OO 1'OO 1'oO L'00 1'00 L'00 AdjDel/Veh: 6L. 9 75 '7 1L ' O 28 't 10 '7 4 ' 8 26 '3 27 's 27 '5 34 '9 2'7 '9 LOSbYMove: E B B C B A C C C C C HCM2kAvgQz 4 l-O L 7 !'7 L 3 6 6 4 6 ************************************************************************** 25.0 2.9 0.0 1 .00 27 .9 0.15 0 .25 o.62 1 .00 27 .9 c 6****** Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUBSER GORDAN MEYER I Thu Oct 5, 2005 08:05 :12 Page I-L 2011 AM Level Of Service ComPutation 2OOO HCM Unsignalized Method (Base Vo1 ************************************************** Intersection #4 Pinon Mesa & CIvIC Road ******************************************************************************** AverageDe]ay(sec/veh):0.0WorstCaseLevelofService:A[0.0]******************************************************************************** Street Name: Pinon Mesa CMC Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Control: SEop Sign stop Sign Uncontrolled Uncontrolled Rights: Include fncfuae Include fnclude Lanes: 0 O 1! O O O O O O O O O O 1 O O 1 0 0 0 t-------:-------|l ---------ll- --ll-- -------l . Report ume Alternative)****************************** Volume Module: 2011 Forecast AI"l Base Vol: 0 O 0 0 GrowthAdj: 1'OO 1'OO 1'00 1'00 Initial Bse: O O 0 0 0 1.00 0 1.00 0.95 0 0 0 0 1.00 0 1.00 0.95 0 0 0 0 150 1.00 1.00 0 150 1.00 1,.00 0.95 0.95 0 158 00 0 L58 0 1,05 1.00 1.00 0 106 1 .00 1 .00 0 .95 0 .9s 0 1L2 00 o lL2 0 1.00 0 1.00 0.95 0 0 0 L.00 0 1.00 0.9s 0 0 0 UserAdj: 1.OO 1'00 L'00 PHF Adj : 0.95 0 PHF Vo1ume: 0 Reduct Vol: 0 Final VoI. : 0 .9s 0 .95 00 00 00 1_.00 0 .95 0 0 0 il Critical GaP Module: Critical GP:xxxxx xxxx xxxxx FollowUPTim : xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ll I il Capacity Module: Cnflict Vo1: xxxx Potent CaP.: xxxx Move CaP.: xxxx volume/CaP: xxxx xxxx xxxxx xr<xx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxlcK xxxx xxxx xxxx rr---- -----ll---------------lll----tllr Level Of Service Module: 2way95EhQ:xx.xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx:cKxxxxx ControlDe]':xxxxxxxxxxxxxxxxxxxxxxxxxx)<xxxxxxxxxxxxxxxxxxxxxxxxxx)<xx LOS bY Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - l'TR - RT sharedCap.:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ShrdConDel:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Shared LOS: * * * * * * * * * * * * ApproachDel': xxxxxx xxxxxx xxxxxx xxxxxx Approachl,Os: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER t Thu Oct 5, 2006 08:05:12 Page 9-1 2011 AM Level Of Service Computation Report 2oooHcMUnsignalizedMethod(FutureVolumeAlternative)******************************************************************************** #4 Pinon Mesa & CMC Road ******************************************************************* (sec/veh):l.5worstCaseLevelOfService:B[10'3]******************************************************************* Pinon Mesa cMC Road North Bound South Bound East Bound west Bound L-T-RL-T-RL-T-RL-T-R---l l-:-- -----------t l----- ----l I ---------l stop sign Stop Sign Uncontrolled Uncontrolled Include Include Include Include o o 1l o o o o o o o o o o L o 0 L 0 0 0 Intersection l ************* Average Delay************* Street Name: Approach: Movement:------l ConErol: Rights: IraneS: Critical GP: FollowUPTim: 6.4 xxxx 3.5 xxxx volume Module: 2011 Forecast Alvl Base Vol: 0 0 GrowthAdj: 1.00 1'00 Initial Bse: 0 0 Added VoI: 41- 0 PasserBYVol: 0 0 Initial Fut: 41 0 User Adj: 1.00 1'00 PHF Adj: 0'95 0'95 PHF Volume: 43 0 Reduct VoI: 0 0 Final Vo}. : 43 0 Critical GaP Module: 00 1.00 95 0.95 0000 00 1.00 1 .00 0.95 0.9s 0000 00 1.00 0.95 2 0 2 L.00 0 .95 0 0 0 1,.0 150 1.00 150 0 0 150 1.00 0.95 l-58 0 158 0 1.00 0 L4 0 l4 1 .00 0.9s 15 0 15 106 L.00 106 0 0 106 1 .00 0.95 tL2 0 t1,2 0 0 0 5 0 5 0 r5 5 0 5 000 0 L.00 1.00 000 000 000 000 0 1.00 1 .0 0 0 0 0 0 1.00 0 0 0 0 0 l. .00 0 0 z t- .0 0.9 1 0 6.2 xxxxx xxx:K xxxxx xxxxx xxxx xxxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.7 2-2 xxxx xxxxx xxxx xxxxx il CapacitY I'lodu1e: Cnflict Vo1: 281 xxxx PoEent CaP.: 71'3 xxxx Move CaP.: '7'l'2 >o<s<x xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx x)<xxx xxxx xxxx xlcxx 173 xrc<x xxxxx 1415 xxp< xxxxx 1416 xxxx xxxxx 0.00 xxxx xxxx 165 884 884 Volume/CaP:0.05 xxxx 0 .01t---------ll ll Level Of Service Modu1e: 2Way95EhQ: xxxx xxxx xxxx>( xxxx xxxx xxxxx xxxx xxxx xxxxx conlrol De1:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS bY Move: * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 728 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx O'2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10'3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: t B * * * * * * * ApproachDel: 10 '3 xxxxxx xxxxxx Approachl,Os: B * * ************************************************************** Note: Queue reported is the number of cars per lane' 0.0 7.5 0.0 7.5 A LT- xxxx xx)<x xxxx * LTR xxxx xxxx xxxx * xxxxx xxxxx * -RT xxxxx xxxxx xxxxx A xxxxxx * ****************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu OcE 5, 2006 08 :07 :45 Page 1-1 20L1 PM I Scenario: Command: Volume: Geometry: Impact. Fee: Trip Generation: Trip Distribution Paths: Routes: Conf iguration : Scenario Report 2011. PM DefauIE Command 2011 PM Default Geometry Defauft Impact Fee Single FamilY Home PM Existing Distribution PM Default Paths Default RouEes Default Configuration Traffix ?.8.0115 (c) 2006 Dowling Assoc. Licensed to scHMUEsER GoRDAI{ MEYER Thu Oct 5 , 2005 08 : 07 :4 5 Page 2-1 2011 PM I Zorre # Subzone Amount Units TriP Generation RePorE Forecast for Single FamilY Home PM Rate Rate In Out Trips TriPs In Out Toral t of Trips Total 1 Pinon Mesa 8O'OO Single FamilY zorle L Subtotal 0 .54 0 .37 5l- 51 30 30 81 100.o 81 100 .0 51 30 81 100 .0 TOTAI, Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed Eo SCHMUESER GORDAII MEYER Thu Oct 5 , 2006 08 :07 :45 Page 3-12011 PM 1 TriP Distribution RePort Percent of Trips Existing Distribution PM To Gates 234 Zone 1 so. o 10.0 30.0 10 .0 Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAN MEYER 2011 PM Thu Oct 5, 2OO5 08:07:45 Page 4-1 Volume TyPe Northbound Left Thru Right Turning Movement Report Single FamilY Home PM Southbound Eastbound Left Thru RighE Left Thru Right Westbound Total Left Thru RighE Volume #1 SH 82 & CMC Road Base 101 17?3 96 Added O 0 15 Total t1t 1-773 L11 #4 Pinon Mesa & CMC Road Ba6e 0 Added 27 Total 27 98 0 98 76 5 81 48 9 57 3709 73 3782 L74 26 200 98s 0 985 2t 0 zr 85 0 85 56 3 59 196 15 2al 0 0 0 0 0 0 0 0 0 3 0 0 0 0 202 00o 202 0 45 46 0 11L 505 1L1 0 0 0 313 81, 394 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHPIIJESER GORDAN MEYER 2011 PM Thu oct 5, 2006 08:0?:45 Page 5-1 Impact AnalYsis RePort Level Of Service IntersecEion # 1 SH 82 & CMC Road # 4 Pinon Mesa & CMC Road BASE DeL/ v/ LOS Veh C B 18.0 0.809 Future DeI/ v/ LOS Veh C C 20 .2 0.874 + 2 Change in 251, D/v 8]-2 D/vA O.O o.OOO B 10'B 0'000 +L0 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5,2006 08:07:45 Page 5-1 2 011 PM Level Of Service ComPuta 2OOO HCT'I OPerations Method (Base ********************************************** tion RePort Volume Alternative)********************************** Intersection #1 SH 82 & CMC Road ******************************************************************************** Cycle (sec) : 75 Critical vol ' /Cap ' (X) : 0 ' 809 Loss Time (sec): 3 (Y+R=4'o sec) Average Delay (sec/veh): 18'0 Optimal CycLe i 66 Level Of Service' B ******************************************************************************** street NdIn€: sH 82 cMC Road Approach: North Bound South Bound East Bound v{est Bound Movement: l, - T - R L - T - R L - T - R L - T - R t--------------- ll- :------- ll-- - I l--- ------ l Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min.Green: 0 30 O O 30 O O 15 O O l-5 0 Lanes: 1 O 2 O L 1 O 2 O L 1 O O 1 O 1 0 0 1 0 l----- ----ll -:-------ll- --ll-- -------l Volume Modufe: 20lL Forecast PM Base Vol: 101 17?3 95 i-'. 4 985 21 98 75 85 48 s5 1'96 GrowthAdj:1.oo1.oo]-.oo1.oo1.oo1.oo1.oo1.oo1.oo1.oo1.00]'.00 IniEial. Bse: tot !773 95 t74 985 2t 98 76 85 48 s6 L96 UserAdj:1.oo1.oo1.oo1.oo1.oo1.oo]'.oo1.oo]..001'.001.00]-.00 PHF Adj: 0'9s O'95 O'9s O'95 O'95 O'95 O'95 O'95 O'95 O'95 0'95 0'95 PHF volume: 105 1856 LO1 183 1037 22 LO3 80 89 51 59 2O5 Reduct Vo13 0 O O O O O O O O O 0 0 Reduced VoI: 106 l'866 101 183 1-037 22 103 80 89 51 59 206 PCBAdj:1'OO1'OO1'OO1'OOl-'OO1'OOL'OO1'OO1'OO1'OO1'001'00 MLF Adj: 1'OO 1'OO 1'OO 1'OO 1'OO 1'OO L'OO L'OO 1'OO 1'OO 1'00 1'00 Final Vol. : 106 1856 101 183 1037 22 103 80 89 51 59 2OG t------- -------- ll-----:--- ll---- ----- ll--------------- I Saturation Flow Module: Sat/Lane: 1900 l'900 1900 Adjustment: 0.95 0'95 0'85 l,anes: 1. O0 2 ' 00 1' 00 Final Sat.: 1805 3510 1515 1900 1900 0.95 0 .95 1.00 2 .00 1805 3610 t_900 0.8s 1.00 1515 190 0 0 .30 1.00 562 L900 o.92 0.53 924 1900 0 .92 0 .47 826 1900 1900 1 0.47 0.88 0 L.OO 0 .22 0 885 3'73 1 .88 .78 305 0.20 o .79 28.5 900 t2.o 0.0 1 .00 40.5 1.00 40.5 D I****** --llll CapacitY AnalYsis Module : uoils.a, o.oe o'sz o'06 o'10 o'29 0'01 0'18 Crit Moves ' **** **** iieen/Cycfe: 0.10 0'54 O'64 O'12 o'66 0'65 O'2o Volume/cap: 0.50 0'81 o'10 o'81 o'43 o'02 o'92 uniformoLt,gz.510'3 5'3 32'o 5'0 4'3 29'4 lncremntDel: 5.8 2'3 o'o 19'8 o'1 0'0 59'3 irriaQr"rr"t, 0.0 o'o O'o O'O o'o 0'0 0'0 ,.f.Voaj' 1.oO1'Oo 1'OO 1'OO1'OO 1'00 1'00 o"i"Vlv.fr: 38 -3 t2'7 5'4 51'8 5'1 4'3 88'7 User DelAdj: L.0o L'00 1'OO l-'OO 1'OO 1'00 1'00 aa:p.fZVet, :e'3 a2"7 5'4 51'I 6'L 4'3 88'? l,o6 Uy Move: D B A D A A F lrCUZt i.rgO: 3 19 t 7 6 0 5 *************************************************** o .10 o .10 o. 06 0.15 0 ' 16**** 0 .20 0.48 26.6 1.1 0.0 1.00 27 .5 1.00 40.5 1.00 40.5 D 8****** 1 . oo 1.00 1 .00 27 .6 27 .5 26 .3ccc 441***************** 0.20 0 0 .48 0 26.6 2 1.1 0.0 1 .00 l- 27.5 2 0.20 o.79 28.5 l.2.0 0.0 .20 .29 5.5 0.9 0.0 .00 16 .3 Note: Queue reporEed is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2OO5 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5,2006 08:07:45 Page 7 - 1- 2011 PM Level Of Service Comput'at 2OOO HCM Operations Method (FuEure *********************************************** ion Report Volume Alternative)'********************************* Intersection #1 SH 82 & CMC Road ******************************************************************************** Cycte(sec),75Critica1Vol'/Cap'(x):0'8'74 l,oss Time (sec): 3 (Y+R=4'o sec) Average Delay (sec/veh) z 2o'2 Optimal Cycfe t 63 Level Of Service' C ******************************************************************************** Street Name: SH 82 CMC Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R l---------ll---------ll---ll---------l Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min.Green: 0 30 o O 30 O O 15 O 0 15 0 Laness 1 O 2 O 1 1 O 2 O l- 1 O O 1 O 1 0 0 l' 0 l----:--:-------tt ---ll- --ll-- Volume Module: 2011 Forecast Base Vol : 101 l-773 96 Growth Adj: l'.O0 1'00 1'00 Initial Bse: :-}l. :-773 96 AddedVoI: 0 0 l-5 PasserBYVol: 0 0 0 tnitiaf Fut: ]-}]- 1773 111 User Adj: 1.O0 1'00 1'00 PHFAdj: 0'950'95 0'9s PHF volume: 106 L866 t7'7 Reduct Vol: O 0 0 Reduced Vol: 106 1856 1'17 PCE Adj: 1'oO 1'oo 1'00 MLFAdj: 1'001'00 1'00 Final Vo1 - : 106 L866 L]-7 98 16 85 1. O0 1.00 1.00 98 76 85 050 000 98 81 85 1. O0 1.00 1.00 o .95 0.95 0.95 103 85 89 000 103 85 89 1. O0 1 - 00 1.00 1. O0 1.00 1.00 103 85 89 t----- PM 174 1 .00 174 26 0 200 1.00 0.95 2tl 0 2lt r. .00 1 .00 21.1 985 1 .00 985 0 0 985 1.00 0.95 103 7 0 to37 1.00 1.00 103 7 2t 1 .00 2l 0 0 0 22 1 .00 1.00 22-----l 48 1.00 48 9 0 5'7 L.00 0.95 60 0 60 1.00 1.O0 56 1.00 55 3 0 59 r..00 0.95 62 0 62 1 .00 1.00 L96 1 .00 195 15 0 2lt 1.00 0.95 222 0 222 1.00 1.00 2t 1 .00 0 .9s zz 1900 0.85 1.00 1615 60 62 222 I Saturation Flow Module Sat/Lane: l'900 1900 Adjustment: 0.95 0'95 Lanes: 1.00 2'00 Final Sat.: 1805 3610 1900 0.8s 1.00 1615 1900 o .92 0.49 856 1 900 0 .88 0 .78 131.1 1900 1900 0 .95 0 .9s 1.00 2 .00 1805 3510 1900 o .26 1.00 so2 190 0 o .92 0.51 898 L900 1900 0.45 0.88 t.o0 0.22 864 367 CapacitY AnalYsis Module : ,oilsu.-' o.06 0.52 O'O? o'L2 o'29 Crit Moves ' **** **** Cieen/Cycfe: 0.09 0'59 O'59 0'13 0'53 voLr*./L"p: 0.63 0'87 o'L2 0'87 0'45 uniform PLt, az.8 13'o 5'8 31'9 7'L IncremntDel: '1..7 4'3 o'1 27'8 0'l- initQueuPel, o.o o'o O'o o'0 o'0 o.fayeai, 1.OO 1'OO 1'OO L'00 1'00 O.f uylV.n: 40 .4 L7 ' 3 5 ' 8 59 '1 7 '3 User'peladj: 1.00 1'00 1'OO 1'00 1'00 oair.f 7V"n, aO .4 L7 '3 5 ' 8 59 '7 7 '3 rc6 lyMove: D B A E A HCM2kivgQ:423187*******i******************************** 0 .01 0.63 0.02 5.2 0.0 0.0 1.00 5.2 1 .00 0 .10 o.24 o .42 24.4 0.7 0.0 r- .00 25 -L 1 .00 1.00 32 0 .21 0.10**** o .24 0 .24 o.87 0.42 27 .6 24.4 45.5 0.7 0.0 0.0 L.00 1 .00 74.1, 25.1 1 .00 1.00 0.0? 0. L7 0.17 o .24 0 .24 0.30 0 .72 23 0 0 1. 24 1. 24 24 .6 .8 .0 00 .4 00 .4 c 1 26 6 0 .4 .4 .0 00 .8 00 .8 I 0 .72 25 .4 6.4 0.0 1 .00 32.8 1 3 1 35.2 74 .t 25 .1 25 .l AECC 0544************************************ 2 * .8 c 8*** Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GoRDAII MEYER Thu oct 5, 2005 08:07 :45 Page 8-1 2011- PM Level of Service ComputaEion Report 2OOO HCM Unsignalized Method (Base volume Alternative) ******************************************************************************** Intersection #4*************** Average oelaY ( *************** Street Name: Approach: Movement: Pinon Mesa & CMC Road ***************************************************************** sec/veh) :0.0 worst Case Leve1 Of Service: A[ 0'0] ***************************************************************** Pinon Mesa C14C Road North Bound South Bound East Bound West Bound T T T R L T RL RLRL_tl-tt Control : Rights: IraneS: Stop Sign Include stop Sign Include Uncontrolled Uncontrolled Include Include o o 1l o o 0 0 0 0 oooo1o01000ll-- Volume Module Base Vo1: Growth Adj: IniEial Bse: User Adj: PHF AdJ: PHF Vo1ume: ReducE Vol: Final Vo1. : : 20'1,1- ForecasE PIvl 00000 1 . OO l-. oo 1 .00 1 .00 1.00 00000 t-. oo 1. oo 1. oo 1.00 1 .00 0.95 0.95 o .95 0.95 0.95 00000 00000 00000 0 1 .00 0 1 .00 0 .95 0 0 0 o 202 r. .00 1.00 o 202 1.00 1.00 0 .95 0 .95 0 213 00 0 213 0 111 1 .00 1.00 0 1-11 1.00 1.00 0.9s 0 .95 0 117 00 0 117 0 t .00 0 L .00 0.9s 0 0 0 0 1.00 0 r..00 0 .95 0 0 0 I ll I Critical GaP Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxx:K xxxxx FollowUpTia,**** xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ::::---:----1- --ll-- -ll--- xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx CapacitY Module: Cnflict Vol: xxxx Potent CaP.: xxxx Move CaP.: xxxx Volume/CaP: xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ll xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx -------l lt ll ll---------------l Level Of Service Module: 2Way95EhQ:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx)o(xx controlDel:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx LOS bY Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - l'TR - RT LT - LTR - RT LT - LTR - RT sharedCap.:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx sharedQueue3xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ShrdConDe]':xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Shared I,OS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApProachLOS: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5 , 2006 08:07:45 Page 9-1 2011 PM Level Of Service Computation Report Unsignatized Method (future Volume Alternative) ************************************************************ T 2OOO HCM ******************** Intersection #4 Pinon Mesa & **************************** CMC ROAd ****************************t********** Worst Case Level Of Service ************* : B [ 10.8]9Average DeIaY (sec/veh): 0' *****i************************************************************************** StreeE Name: Pinon Approach: North Bound Movement: L - T - R ------l---------ll Mesa South Bound rr!-r RI, CMC ROAd East Bound WesE Bound -T-RL-T-R il control Rights: Lanes: Stop Sign Include 0 0 1! 0 0 StoP Sign Include 00000 Uncontrolled Include 00010r---------lllrr Uncont.rolled Include 01000 -------l VoLume Module: 2011- Base Vo1: 0 Growth Adj : 1 .00 1 tnitial Bse: 0 Added Vo1: 27 PasserBYVol: 0 Initial Fut: 27 User Adj: 1'00 1 PHF Adj : 0.95 0 PHF Volume: 28 Reduct Vol: 0 Final VoI. : 28 Critical GaP Module: Critical GP: 6.4 xxxx FollowUPTim: 3.5 xxxx .00 OE 0 0 0 1.00 1 0.95 0 ? 0 3 1,.00 0.9s 0 0 0 l-.00 1 0.95 0 0 0 0 0 00 0 0 0 0 00 95 0 0 0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 0 00 0 0 0 0 Forecast PM 0 111 r-.00 L.00 0 1L1 50 005 1L1 L.00 1 .00 0.9s 0 .95 5 117 005 117 1 0 00 0 3 0 3 11 0 1 .00 0 0 0 0 0 1 .00 0 0 0 0 o 202 00 1.00 0 202 00 00o 202 00 1.00 95 0.95 0 21.3 00o 213 0 1.00 0 46 0 46 L.00 0.95 48 0 48 0 1_.00 0 0 0 0 1.00 0.9s 0 0 0 6.2 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxxll--------ll xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx L xxxx xxxxx 2 xxxx xxxxx 4 2 Capacity Module: Cnflict VoI: 364 Potent CaP.: 539 Move CaP.: 637 volume/CaP: 0.04 xxxx xxxx xxxx xxxx aa1 807 807 0.00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xxx)<x xxxx xxxx 26t L315 13 1s 0.00 ll il Level Of Service Module: 2Way95thQ:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx0.0xxxxxxxxx ControlDef:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxT.Txxxxxxxxx LOS bY Move: * * * * * * * * * A * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT SharedCap.:xxxx65lxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SharedQueue:xxxxx0.2xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx0.0xxxxxxxxx ShrdConDel:xxxxxlo.SxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxT.Txxxxxxxxx Shared LOS: * B * * * * * * * A * * ApproachDel : LO ' 8 xxxxxx xxxxxx xxxxxx Approachlos: B * * * ******************************************************************************** NoEe: Queue reported is the number of cars per lane' Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAI{ MEYER Thu Oct 5, 2006 08:08 :38 Page L-1 2026 pN t Scenarlo: Command: Volume: GeometrY: Impact Fee: Trip Generation: Trip Distribution Paths: Routes: Conf igurat ion: Scenario RePort 2026 AM Default Command 2026 Nq Default Geometry Default fmPact Fee Single FamilY Home AIvl Existing Distribution AI'I Default Paths Default. RouEes Def ault Conf igurat'ion Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5 , 2006 08 :08 :38 Page 2-1 2026 Aill TriP Generation Report Forecast for Single FamilY Home AM Rate In Rate Out Trips TriPs In Out Tot.a] t Of Trips TotalZone # Subzone Amount UniEs 1 Pinon Mesa 8o'oO Single FamilY Zone 1 Subtotal 0.19 0.56 15 15 45 45 60 100 .0 60 100 .0 t 15 45 60 100'0 TOTA], Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed Eo SCHMUESER GORDAII MEYER T Thu Oct 5, 2005 08:08 :38 Page 3-1 2025 AM TriP Distribution RePort PercenE Of Trips Existing Distribution AIU To Gates 234 50. o 10. o 30.0 10.0 1 Zone 1 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5, 2006 08 :08:38 Page 4-1 2026 AM I Volume Northbound Type Left Thru RighE Turning Movement Report Single FamilY Home AM Southbound Eastbound Left Thru Right Left Thru Right Westbound Total LefE Thru RighE Volume #1 SH 82 e CMC Road Base 104 1306 62 Added O 0 s ToEal 104 1306 67 #4 Pinon Mesa & Clvlc Road Base Added ToEal 68 2 70 195 0 195 0 L4 a4 0 137 202 L37 332 62 394 328 2240 80 336 2240 82 tL3 0 113 243 0 243 '1,37 l4 1s1 58 5 63 225 23 248 4966 57 50230 82 0 4A 4L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5 0 0 0 T Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5 , 2OOG 08:08:38 Page 5-1 2026 Pl4 Impact AnalYsis Report Level Of Servlce Intersection # 1 SH 82 & CMC Road # 4 Pinon Mesa & CMC Road Base Det/ v / LOS Veh C D 41.0 1 .050 Future Del/ v / LOS Veh C D 48 .5 1 .084 Change in + 7 .528 D/\ +10.909 D/VA o.o o.ooo B 10'9 0'000 Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER T Thu Oct 5, 2006 08:08:38 Page 5-L 2026 AM ************* Level Of Service ComPuta 2ooo Hclvl operations Method (Base ********************************* tion RePort, Volume Alternative)********************************** Il::I::::l:l.t1.::.::.:.fl:.1:1?************************************************ Cycle (sec): 75 Critical vo1'/Cap' (x): 1'050 Loss Time (sec): 3 (Y+R=4'0 sec) a'"ttg" Delay (sec/veh): 4L'0 Optimal Cycle: 90 Level Of Service' D ******************************************************************************** street. Name: sll 82 h----r raq cMc Road Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R r----- ----ll -:-----l-tt- --ll-- -------l Control: Protected Protected Permitted Permitted Rights ' Include i""i"A" fncfude rnclude Min.Green: 0 30 O O 30 O O 15 O O 15 0 Lanes: 1 o 2 O 1 L o 2 o 1 1 o o 1 o 1 0 0 1 0 Volume Module: 2026 Foreca Base VoI: 104 1305 Growth Adj: 1'00 1'00 1' Initial Bse: 104 1306 User Adj: 1 PHF Adj: 0 PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: L MLF Adj : l- ' 00 Final Vo1. : 109 st AlvI 58 1.00 58 t- .00 0 .95 61 0 61 225 1.00 225 1.00 0 .95 237 0 237 1.00 1.00 237 .00 .95 109 0 109 .00 1.00 1 0.95 0 1375 0 L375 1.00 1 1.00 1 1375 86 1.00 1.00 86 113 1.00 LL3 1.00 0.9s 119 0 119 1.00 1.00 tL9 68 L .00 68 1 .00 0 .95 72 0 72 t-.00 1 .00 .72 243 1.00 243 1.00 0.95 256 0 2s6 1 .00 1.00 256 ].37 1 .00 L37 1 .00 0 .95 144 0 t44 L .00 1.00 144 62 328 2240 oo 1.00 1.00 62 328 2240 oo 1.00 1.00 95 0.95 0.95 65 34s 2358 000 65 345 2358 , oo 1.00 1.00 .oo 1.00 1.00 65 345 2358 82 1.00 82 1.00 0.95 86 0 1..00 L .00 61 Saturation Flow Module: Sat/Lane: 1900 1900 Adiustment: 0'95 o'95 i,aies: 1'OO 2'00 Final sat.: L805 3610 r.90 0 0.85 1.00 1 515 1 900 0.85 1.00 1515 r.9 00 0.88 0.22 367 r_900 0.88 0.?8 r.3 L1 1900 1900 0 .9s 0.95 1 .00 2 .00 1805 3610 0.19 o.65 o-05 o'21 0'20 0'20 19oo 1900 1900 o .26 0.88 0 .88 L.oo 0.20 0.80 490 343 1331 t---------------l 0.29 0.18 0.18 **** 0.28 0.28 0.28 r. .05 0 .53 0 .63 190 0 0.30 1.00 559 il il CapacitY AnalYsis vol/Sat: 0 ' 06 Crit Moves ' **** Module: 0.38 0.04 Green/Cycle: 0'05 0'45 Volume/CaP: 1'05 0'83 Unif orm Del: 35 '3 a7 '7 IncremntDelz1'O2'4 3'5 InitQueuDel: 0'0 o'0 DelaY Adj: 1'00 L'00 Delay/veh: 137 '7 2L'3 User DelAdj: L'00 1'00 AdjDel/veh'- 13'7 '7 2a '3 Loi by Move, F c HCM2kAvgQ 2 6 1-7 ********************** Note: Queue rePorted i ********************** **** o .46 0 .22 o .62 o '62 0 '28 o.09 0.87 l'.05 o'09 0'74 L1 .4 28 .2 1-4 -2 5 '7 24 '5 o.1 l'8.3 33.9 o'0 L'1 '2 o.o o.o o.o 0'0 0'0 1.oo 1.oo l-.oo 1''00 1'00 11.5 46 -5 48 -o 5 '7 4l- ' 8 L.oo l..oo 1-oo 1'00 1'00 11..5 45.5 48.0 5'7 41'8 BDDAD 111'43 14 ***************************** s the number of cars Per lane ***************************** 24.1- 24.1 27 'o 23.6 23 '6 4.5 4.s 90.9 2-8 2'8 o.o o.o o.o 0.0 0'0 1 .0o 1 .00 1. OO 1.00 1 ' 00 28.6 28 .6 Lt7 .9 26 .5 26 '5 L.oo 1.oo 1.OO 1.00 1'00 28.6 28.6 tL7 .9 26 .5 25 '5 ccFcc 88877***************************** ***************************** o.28 0 .70 o.28 0.70 Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed Eo SCHMUESER GORDAI'I MEYER Thu Oct 5, 2006 08 :08 :38 Page 7-1 2026 PNI Level Of Service Computation 2OoO HCM operations Method (Future Vol ************************************************** Volume Module: 2026 Forecast AM Report ume Alternative)****************************** T Intersection #1 sH 82 & cMc Road ******************************************************************************** Cycle (sec): '15 Critical Vo1'/Cap' (x): 1'084 Loss Time (sec): 3 (Y+R=4'o sec) Average Delay (sec/veh): 48'5 Optimal Cycle: 99 Level Of Service' D ******************************************************************************** Street Name: SH 82 CMC Road Approach: North Bound South Bound East Bound West Bound MovemenE: L - T - R L - T - R L - T - R L - T - R l---------ll---------ll---ll---------l Control; ProEected Protected PermiEted Permitted Rights: fnclude Include Include IncLude Min.Green: 0 30 o o 30 O O 15 o O 15 0 Lanes3 1 O 2 O L L O 2 O L 1 O O L O 1 0 0 1 0 Base Vol: 104 1306 Growth Adj : 1.00 1 ' 00 1 lnitial Bse: l-04 L306 2240 L.00 1 2240 58 0 58 1.00 58 q 0 62 00 62 5 0 6'7 7L 1.00 1.00 71, 7375 1 .00 1.00 t3'15 1.00 328 I 0 335 1.00 328 .95 354 0 354 .00 . .00 354 82 00 82 0 0 1 r.3 0 0 1L3 1 .00 0.9s LL9 0 119 1.00 1.00 1L9 113 68 1.00 1.00 243 1.00 243 0 0 243 1.00 0.95 256 0 256 1.00 r..00 256 137 1 .00 ].31 l4 0 151 1.00 0.95 r.5 9 o 159 r. .00 t_.00 L59 225 1 .00 225 23 0 248 1.00 0.95 261 0 26L 1.00 l- .00 26J. Added Vol: PasserBYVol: Initial FuE: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Final VoI. : 00 00 104 1,3 06 1.00 1.00 0 .9s 0.95 109 1375 00 1 0 0 0 2240 1 .00 70 1.00 0.95 74 0 74 1.00 1.00 82 1.00 0.95 86 0 63 001.00 0.9s 1L 0 0 0.95 2358 0 2358 1 .00 1.00 2358 74 95 66 0 65 00 00 66 109 l, .00 r..00 109 86 1 .00 1 .00 85 11 1 1 SaturaEion Flow Modu1e : sat/Lane: 1900 1900 1900 Adjustment: 0'95 0'95 0'85 t anes: l-. O0 2 ' 00 1' 00 1 900 0.85 1 .00 15 r.5 L 900 0.95 1 .00 18 0s 190 0 0.95 2 .00 3 510 1 900 0.88 0.20 1 900 0 .88 0 .80 r.333 1 900 1900 0.25 0 .88 L.00 0 .22 492 376 1900 0.88 0.78 339 190 0 o.26 1.00 48'713 04Final Sat 1805 3610 161s l---------ll il ------- | CapacitY AnalYsis Module : Vol/Sat: 0.06 0'38 0'04 Crit Moves ' **** Green/CYcIe: 0-05 0'44 0'44 Volume/CaP: 1'08 0'86 0'l-0 Uniform DeI: 35'4 18'9 12'2 IncremntDel:11'4.0 5'1 0'1 InitoueuDel: O.O 0'0 0'0 DelaY Adj: 1.O0 1'00 1'00 oelay/veh, a49.4 23 '9 \2 '3 User DelAdj: 1.00 1'00 1'00 AdjDel/Veh: 't'49 '4 23 '9 L2 '3 LOS bY Move: F C B HCM2kAvgQ'- 7 18 l- **************************** o .20 0 .55 0 .60 1.08 L4.9 46.4 0.0 t_.00 61 .3 1. o0 6r..3 E 46****** o.22 0.90 28 .6 23.8 0.0 1 .00 52.5 1 .00 52.5 D t2****** o.o5 0.24 0.20 0.20 o.50 0.30 0-30 0-30 o.09 0.80 0.6s 0.55 6.3 24.1 22.8 22.8 o.o 26.O 3.0 3.0 o.o o.o 0.0 0.0 1 . OO 1. oo 1.00 1 .00 5.3 so.2 2s.8 25-8 1 . OO 1. O0 1 .00 1.00 5.3 50.2 25.8 25.4 ADCC 1588*********************** 0.33 0 .20****0 .20 0.30 0.30 0.30 1. 08 0 .65 0 .65 26 .2 22.8 22 -8 98.5 3.0 3.0 0.0 0.0 0.0 1 . OO 1.00 1 .00 L24.'7 25 .7 25 .7 1. OO 1 .00 L .00 1,24 -7 25 .'7 25 .1 Fcc 988,***************** Traffix 7.8-0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5, 2OO5 08:08:38 Page 8-1 2026 PN Level Of Service Computation Report HCM Unsignalized uetnoa (-gase vol'me Alternative) '*************************************************************** Intersection #4 Pinon Mesa & CMC Road ********************************************** Average DelaY (sec/veh): 0'0 worst ********************************************** 2000 ***************** Street Name: Approach: Movement: Pinon Mesa ********************************** Case Level Of Service: A[ 0'0] ********************************** CMC Road Control : Rights: LaneS: StoP Sign Include 0 0 1! 0 ll---------ll SEoP Sign Include North Bound L-T-R South Bound L-T-RL East Bound -T-R Uncontrolled Include 00010 West Bound L-T-Ril---- ----- l Uncontrolled fnclude 01,000|l---- -----l 0 1.00 0 1.00 0.95 0 0 0 ooo000 Volume Module: Base Vol: Growth Adj: 1 fnitial Bse: User Adj: 1 PHF AdJ: PHF Volume: Reduct Vol: Final VoI. : 2026 Forecast 000 .00 1.00 1 00 .00 1.00 1 .95 0 .95 0 00 00 00 00 1..00 9s 0 .95 0 L37 1 .00 1.00 0 13? 1.00 1.00 0.95 0.95 0 144 00 o 144 oo00 oo 1. oo 1.00 1.00 oo00 1 .00 0.95 0 0 0 10tr L.00 195 1 .00 0.9s 205 0 0 00 0 00 otr 0 0 0 100 1 0 00L 1 0.95 0 0 0 0 1.00 0.95 0 0 0 00 00 00 ll 0 205 xxxx xxxx xxxxl xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xx)o(x xxxx xxxx Critical GaP Critical GP: FollowUPTim: Module: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx x)<xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xx)qx xxxx xxxxx xxxxx xxxx xxxx)c t----- - -l[::i-:-:-------ti------- -ll--- ------l Capacity Module: Cnflict Vol: xxxx xxxx xxxxx Potent CaP.: xxxx xxxx xxxxx Move CaP.: xxxx xxxx xxxxx Volume/CaP: xxxx xxxx xxxx------'------1---------ll xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx----- il lt xxxx xxxx xxxx xxxx Level Of Service Module: 2Way95thQ:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx controlDef:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx LOS bY Move: * * * * * * * * * * * * MO\IEMENI: I'T - I'TR - RT LT - I'TR - RT I'T - LTR - RT LT - LTR - RT SharedCap.:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx SharedQueue3xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ShrdConDe]':xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Shared IrOS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx Approachlos: * * * * ********************************i*********************************************** Note: Queue reported is the number of cars per lane' * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *i * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUBSER GORDAN MEYER Thu Oct 5, 2OO5 0B:08:38 Page 9-1 2026 PNI Level Of Service Computation Report 2o0o HCM Unsignalized Method (puture Volume AlEernati **************************************************************** lntersecEion #4 Pinon Mesa & CMC Road ******************************************* Average DelaY (sec/veh): 1'3 Wor ******************************************* ************************************* st Case Level Of Service: B[ 10'9] ************************************* CMC ROAd , East Bound West Bound RL-T-R -- | -- ----- l l Uncontrofled ve)**************** I Street Name: Approach: Movement: Pinon Mesa North Bound L-T-R south Bound L-T-L-T-R Control : Rights: Lanes: Stop sign Include o 0 l.! 0 ---ll- StoP Sign Include Uncontrolled lude Include 100L000-ll--------l000000 Inc 000 ll ll Vol.ume Module: Base Vol: Growth Adj: Initial Bse: Added Vol: PasserBYVol : IniEial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Fina1 VoL. : 2026 Fotecast AM 000 0 195 L.00 1 .00 0 195 00 00 0 195 L.00 1.00 0 137 L.00 1.00 0 L37 20 00 2 L37 1.00 1.00 1.00 0 5 0 5 1.00 0.95 5 0 5 0 .00 0 0 0 0 .00 .95 0 0 0 0 1 .00 0 L4 0 t4 r. .00 0 1.00 0 0 0 0 1 .00 0 L.00 l-.00 00 4t0 00 470 r..00 1.00 0.95 0.95 430 00 430 1 .00 1.00 1 00 00 00 00 r..00 1 .00 L 0.95 0 .95 0 00 00 00 0.95 0.95 0.95 0.95 0 .95 0 ' 95 o 205 15 2 1'44 0 ooo000 o2051s2L440 Critical GaP Module: Critical GP: 6'4 xxxx FollowUPTim: 3'5 xxxx t--------- 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4'L xxxx xxxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxx)<x 2'2 v'xxx xxxxx ll---------------ll---ll---------l CapacitY Module: Cnflict Vol: 351 xxxx Potent CaP. : 642 ><x><x Move CaP.: S4L xxxx volume/CaP: 0-07 xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx 220 xs<Y.x xxxxx 1361 xxxx xxxxx 1361 xxxx xxxxx 0.00 xxxx xxlcK 21,3 833 833 0.01 Leve1 of Service Module: 2way95thQ3 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ConErol Def:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx v'xxx xxxxx LOS bY Move: * * * * * * * * * MovemenE: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 658 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue::(xi<xx 0'2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDel:xxxxx 10'9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * * * * ApproachDel: 10 ' 9 xxxxxx xxxxxx ApProachLOS: B * * ************************************************************** Note: Queue reported is the number of cars per lane' xxxx xxxxx xxxx xxxxx** LT-LTR-RT xxxx xxxx xxxxx 0.0 xxxx xxxxx 7.6 xxxx xxxxx ^** xxxxxx * ****************** 0.0 7.6 A Traffix 7.8-Ol-15 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER I Thu Oct 5, 2006 08:08:10 Page 1-1 2026 PM Scenario: Command: Volume: Geometry: ImpacE Fee: Trip Generation: Trip Distribution: Paths: Routes: Conf iguration: Scenario Report 2026 PM Default Command 2026 PM Default Geometry Default Impact Fee Single FamilY Home PM Existing Distribution PM Default PaEhs Defauft. Routes Default Configuration Traffix ?.8.011-5 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI{ MEYER Thu Oct 5, 2006 08:08:10 Page 2-12026 PM Zorre # Subzone TriP Generation RePorE Forecast for Single FamilY Home PM Rate Rate Trips Trips AmounE Units In Out In Out Tot.al t of Trips ToEal L Pinon Mesa 80.00 Sing1e FamilY Zone ! Subtotal 0.64 0.37 51 51. 30 30 81 100.0 8t 100.0 5L 30 81 100.0 TOTAL t Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Thu Oct 5,2006 08:08:10 Page 3-1 2026 PNI TriP Distribution RePort Percent Of Trips Existing Distribution PM 1 To Gates 23 Zone 1 50 . o l-0. o 30 .0 l'0.0 Traffix ?.8-0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER 4 Thu Oct 5, 2006 08 :08: L0 Page 4-1 2026 PM Turning Movement RePort Single FamilY Home PM Southbound Eastbound Left Thru Right Left Thru Right westbound Total Left Thru Right volume #1 SH 82 & CIvIC Road Base L32 2320 L26 Added o 0 1s Total L32 2320 141 #4 Pinon Mesa & CMC Road Volume Type Base Added Total Northbound Left Thru Right 0 zl 27 ].28 0 L28 '76 5 8L 252 0 252 111 0 1L1 62 9 7!59 55 256 15 277 481,2 73 4885 227 1290 250 253 ].290 28 0 28 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 46 46 0 140 50 5 140 392 81 473 0 0 0 Traffix 7.8.01L5 (c) 2005 Dowling Assoc' Licensed tso SCHMUESER GORDAIi MEYER Thu Oct 5 , 2006 08 :08 :10 Page 5-1 2026 PM Intersect ion # 1 SH 82 & CMC Road # 4 Pinon Mesa & CMC Road Impact AnalYsis RePort Level Of Service Base DeI/ v/ LOS veh C E ?0 .0 1 .185 FuEure De!/ v / LOS veh C E 66.6 1.171, Change in -3.385 D/v +1L.504 D/VA o.o o.ooo B 11'5 0'000 T Traffix 7.8.oLl's (c) 2oo5 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER Thu Oct 5, 2006 08 :08:10 Page 5-1 2025 PM I Level of Servi I 2ooo HCM oPerations Met ************************************ ce ComPutation RePort fiod tease Volume Alternative) ******************************************** Intersection #1 SH 82 & CMC Road +********************************** **********************************************************************t Cycle (sec) : '75 Critical Vol ' /Cap ' (x) : L ' 185 Loss Time (sec): 3 (Y+R=4'0 sec) Average Delay (sec/veh): 70'0 Optimal Cycle 1 96 Level Of Service' E ******************************************************************************** street Name: sH 82 n----r Fa< cMC Road Approach: North Bound South Bound East Bound West Bound Movement3 l, - T - R L - T - R L - T - R L - T - R control: Protected Protected Permitted Permitted Rights ' Include Inctude Include Include Min.Green: o 30 O O 30 O O 15 O O 15 0 Lanes: 1 O 2 O 1 l- O 2 O 1 1 O O 1 O 1 0 0 1 0 ;:::\.T:""'"' ,.12'2=53'""?;: n*"""o 28 t28 76 1r 1 62 s5 2s6 GrowthAdj: L'OOL'OO L'OO 1'OO1'OO 1'OO L'OO1'OO 1'OO 1'OO1'00 1'00 Initial Bse: ':32 2320 L26 227 t2gl 28 :..28 16 111 52 s6 256 userAdj: 1.oor'oo 1'OO r'ooi'oo 1'00 1'OO1'oo 1'OO 1'oo1'00 1'00 pHFAdj:o.gio'gso'9s0'9so'9so'9so'9so'950'9so'950'950'95 PHF Volume , tlg zq+z L33 239 L358 29 L35 80 ]-:-'? 55 59 269 Reduct VoI: O O O O O O O O O O 0 0 Reduced voI: tli z++z 133 239 1358 29 135 8o !t'7 65 59 269 PCE Adj: 1'oO r'OO 1'OO L'OO l"OO 1'OO 1'OO 1'OO L'OO 1'OO 1'00 1'00 MLFAdj: 1'OO1'oo l"oo 1'ooi'oo L'oo 1'OOL'oo L'oo 1'oo1'00 1'00 Final VoI. : 739 2442 133 239 l'358 29 L35 80 Lt7 65 59 269 t-----:--:------ I l- ----------- I l---- ----- I l----- Saturation Ffow Module Sats/Lane: 1900 1900 Adiustment: 0'95 0'95 taies: 1'OO 2'00 Fina1 Sat.: 1805 3510 190 0 0 .85 1 .00 1515 r-900 0.85 1.00 1 615 19 00 0.91 0.59 lo27 190 0.9 1.0 180 0 1900 5 0.95 0 2.00 r5 35L0 1 900 1900 o.22 0.91 1 .00 0 .41 409 703 r-900 1900 l- o.43 0.88 0 1 .00 0.18 0 816 299 1 900 -----l 0 .20 0 .28 0.7L 24.4 5.1 0.0 1,.00 29.4 1.00 29.4 c 8******* ******* .88 .82 367I CapacitY Anal VoI/Sat: Crit Moves: Green/CYc1e: Volume/CaP: Uniform De1: ysis Module: o . o8 0.58 0 .08**** o .11 o .57 0 .57 o .70 1.19 0 .l'4 32.2 L6 -t '7 -5 o.13 o.38 o.02 o'33 o'1L o'11 0'08 0'20 **** **** 0.11 o.s7 0.57 0'28 0'28 1.19 0.65 o.03 1'19 0'41 33.3 11 .O 7.0 2'7't22't 122.4 0.8 o.o ]-42'7 0'5 o.o o-o o.o 0'0 0'0 1.OO L.oo 1.OO 1'00 L'00 15s . ? 11.8 '7 .O 1'69 '8 22 '5 1.oo 1.oo 1.oo 1'00 L'00 L55 .7 11.8 7 .o L69 '8 22 '5 FBAFC 13]2084**************************** number of cars Per lane' **************************** o.28 0 .41 22.1 0.5 0.0 1.00 22.6 1 .00 22.5 C 4******* ******* 0.28 0 .28 0 .29 0 .71' 2l .3 24 .4 o.7 5.1 0.0 0.0 1.00 1..00 22.O 29.4 1 .00 1 .00 22.0 29 .4 CC 18********** ********** Incremnt.Del: 10'5 88'7 0'1 IniEQueuDel: O'O 0'0 0'0 DelaYAdj: 1'OO 1'00 1'00 OelaY/vetrt 42 "7 105 7 '5 User DeIAdj: 1'00 1'00 1'00 AdjDel/Veh: 42 ' 7 105 '7 '6 lo6 fY Move: D F A UC'UZkavgQ: 5 5'7 1 *******i******************** Note: Queue rePorted is the **************************** Traffix ?-8.0115 (c) 2OO5 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER 2025 PM Thu Oct 5 , 2006 08 :08 :11 Page 7-1 Level Of Service Computation Report 20OO I{CM Operations Method (Future Volume alternative) ******************************************************************************** Intersection #1 SH 82 & CMC Road ******************************************************************************** Cycle(sec):.?5Criticalvol./Cap.(X):1.].71 Los6 Time (sec): 3 (Y+R=4.0 sec) Average Delay (sec/veh) z 66'6 Optimal Cycle: 90 Level Of Service: E *****************t************************************************************** Street Name: Approach: Movement: Control: Rights: Min. Green: Lanes: ReducE VoL: Reduced Vol: PCE AdJ: MLF Adj: Final Vol-. : sH 82 CMC Road East Bound West Bound L-T-RIJ-T-RNorth Bound L-T-Rr---------llProtected Include 0 30 0 10201t---------ll 0 2442 1.00 1.00 2442 South Bound L.T-R ll Protected Include 0 30 0 10201 Permitted Include 0150 10010 Permitted Include 0 15 0010 0 1 II ----- ll Volume Module z 2025 Forecast PM Base Vol: L32 2320 726 227 Growth Adj: 1.00 L.00 1.00 1'00 lnitial Bse: a32 2320 1-25 227 Added Vo1: 0 0 15 25 PasserByVol: 0 0 0 0 Initial Fut: 132 2320 l4'J' 253 User Adj: L.OO 1'.00 1.00 l-'00 PHF Adj: 0.95 0.95 0'95 0'95 PHF Volume ]-39 2442 148 ]^290 1.00 7290 0 0 t290 1_.00 0.95 1358 0 1.00 1.00 1.00 266 1358 1900 1900 0.9s 0 .95 1 .00 2 .00 1805 3510 L. 00 l- 0.95 0 \17 0 tL7 1.00 1 1.00 1 t1,7 28 1.00 28 0 0 28 1.00 0.95 29 0 29 1 .00 1 .00 29 728 1 .00 1 a28 0 0 ]^28 1.00 0.95 135 0 135 r..00 1.00 135 111 1.00 111 n 0 62 00 1 62 9 0 7\ 00 1 9s0 75 0 75 .00 1 .00 1 75 256 1 .00 2s6 L5 0 27t L .00 0 .95 285 0 285 1 .00 1 .00 285 55 00 55 3 0 59 00 95 62 0 62 LL1 76 00 76 5 0 8L 85 I 0 139 L. o0 1.00 139 1.00 0.95 85 00 148 1. OO t_.00 148 1 .00 1 .00 85 1358 266 0 266 1.00 00 00 62--ll Saturation Flow Modufe: Sat/Lane: 1900 1900 Adjustment: 0.95 o-95 Lanes: 1.00 2'00 Final Sat.3 1805 3510 190 0 0.91 o .42 732 190 0 0.91 0.58 10 03 190 0 0 .88 0.82 1368 1900 0.85 1.00 1515 190 0 0 .85 1.00 1.515 1900 o .24 1 .00 449 190 0 0 .45 1 900 0.88 0.18 298 L .00 854 lt Capacity Analysis Module : Vol/Sat: 0 .08 0 .68 0.09 Crit Moves ' ****0.15 0.38 0.02 0 **** o .r2 o .12 0.09 0 .21 0 .27.30**** .26 -]^1 32 1L3 0 1. 1.46 1. t46 0. 0. 26 11 0 0.58 L.a7 15.8 82.5 0.0 1 .00 98 .4 Green/Cyc1e: 0 . 11 Volume/CaP: 0 .58 3r..9 8.8 0.0 1.00 40.7 1.00 40 .'7 Uniform DeI: IncrernntDel : InitQueuDel : Delay Adj: De1ay,/Veh: User DeIAdj: Adj De1 /Veh : LOS by Move: HCM2kAvgQ: 1 .00 1 .00 98 .4 F 56 7.4 AF 2L4 1 .00 1.00 6.4 155.0 1-.00 1.00 6 .4 155 .0 AF 0.59 0 .64 10.1 o.7 0.0 1.00 10.8 1.00 10 .8 .8 .0 00 q 00 .5 0.58 0.L6 7.4 0.1 0.0 1.00 7.4 0.13 L.17 o.26 0.45 o.26 0 .81 1.00 37 .5 D 10 ?o '7 .t 0.0 0 1 13 0 .59 0.03 6.4 0.0 0.0 23 o .26 0.45 23.5 0.7 0.0 1.00 0. 0. 1.0 24. tr 7 0 0 2 o .26 0.34 22.7 0.9 0.0 1.00 23.7 26 81 .2 .3 .0 00( 00 'tr D 26.2 L1.3 0.0 1.00 37 .524.2 1.00 24.2 c 1 .00 24.2 C 4 1.00 23 .7 C -1 . 37t. 37 D 5 B 11 0 84 210 ******************************************************************************** Traf f ix 7.8.011-5 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAN MEYER' I Thu Oct 5, 2006 08 :08 : l-1 Page 8-12026 PM l,evel Of Service Computation Report 2OOO HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Pinon Mesa & CMC Road ******************************************************************************** AverageDelay(sec/veh):0.0WorstCaseLevelofService:A[0.0]******************************************************************************** T Street Name: Approach: Movement: Control: Rights: IJaneS : l---------llstop Sign Include 0 0 11 0 0 R St,op Sign Include 00000 1.00 1.00 1.00 0 .95 0 .9s 0.95 000 000 000 L-T-RL-T Pinon Mesa North Bound South Bound East Bound L-T-R il ---- Uncontrolled Include 00010 CMC Road west Bound L-T-Rll---------lUncontrolled Include 01000|I---- -----l Volume Module z 2026 Forecast PM Base Vol: 0 O O 0 0 0 Growth Adj: 1'OO 1.OO 1'OO 1'00 1'00 L'00 Initial Bse: o o o 0 0 0 User Adj: PHF Adj: PHF Volume: Reduct Vol: Final VoL. : t_.00 1 .00 0.95 0.950000 00 1.00 0.95 0 0 0 o 252 l. .00 1-.00 o 252 1.00 1 .00 0.95 0 .95 0 265 00 0 265 0 140 0 1 .00 l. .00 1.00 0 140 0 1.00 1.00 1.00 0.95 0.95 0 .95 o1470 000 0 L4'7 0ll---- -----l 0 1.00 0 l- .00 0.95 0 0 0 ll Critical GaP Module: Critical GP:xxxxx xxxx xxxx:x FollowUPTim 3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxroc xxx:x xxxxx xxxxx xxx:K xxxxx ll il Capacity Module: Cnflict Vol: xxxx Potent CaP.: xxxx Move CaP.: xxxx Volume/CaPr xxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xx)qx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xx:xx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx Level Of Service Module: 2way95thQ:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Conlrol Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS bY Move: * * * * * * * * * * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx sharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx shrd conDeL:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared l,OS: * * * * * * * * * * * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachIJOS: * * * * ******************************************************************************** Note: Queue reported is the number of cars per lane' ******************************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAT{ MEYER I 2026 Plq Thu Oct 5, 2006 08 :08:11 Page 9-1 Level of Service CompuEation Report 2OOO HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Pinon Mesa & CMC Road ******************************************************************************** Average Delay (sec/veh): 0.8 worsE case Level Of Service: B[ 11'5] ******************************************************************************** Street Name: Approach: MovemenE: Pinon Mesa North Bound South Bound L-T-RI,-T-R CMC Road East Bound West Bound -T-RL-T-RL Stop Sign Include 0 0 1! 0 0 Stop Sign lnclude 00000 Uncont.rolled Incfude 00010 il---- -----l UnconErolled fnclude 01000 il il Control : Rights: Lanes:ll ll volume Module z 2025 ForecasE PM Base Vol: 0 0 Growth Adj : l' .00 1 .00 Initial Bse: o 0 Added VoI: 27 0 PasserBYVol: 0 0 lnitial Fut: 27 0 User Adj : 1 .00 1.00 PHF Adj: 0.95 0'95 PHF Volume z 28 0 Reduct VoI: 0 0 Final Vol. : 28 0 Critical GaP Module: Critical GP: 5.4 xxxx FollowUPTim: 3.5 xxxx Capacity Module: Cnflict VoI: 447 Potent CaP.: 573 Move CaP.: 57L volume/CaP: 0.05 1.00 0.95 3 0 3 1 .00 1 .00 0.95 0 .95 00 00 00 1.00 0 .95 5 0 5 r..00 0.95 0 0 0 00 1.00 1 .00 00 00 00 00 0 00 0 3 0 3 1 .00 1 .00 0 .95 0.95 00 00 00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx 140 1.00 140 0 0 140 1 .00 0 .95 l.47 0 147 4.1 2.2 xxxx xxxxx xxxx xxxxx 1 0 00 0 0 0 0 0 00 0 0 0 0 1 252 1.00 252 0 0 252 1 .00 0.95 265 0 265 0 1.00 0 46 0 46 1.00 0.95 48 0 48 1 0 1.00 0 5 0 q 0 00 0 0 0 0 6.2 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxx 289 754 '754 0.00 xxxx )cKxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx 314 xxxx xxxxx 1258 xxxx xxxxx 1258 xxxx xxxxx 0.00 xxxx xxxx Level Of Service Module: 2way95thQ: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Conlrol Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS bY Move: * * * * * * * * * MovemLnt: LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx 585 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx SharedQueue:xxxxx 0.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shrd ConDeL:xxxxx 11.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * B * * * * * * * ApproachDel: 11.5 xxxxxx xxxxxx approachf,Ost B * * ************************************************************** Note: Queue reported is the number of cars per lane ' 0.0 xxxx 7.9 xxxx A* I,T - I,TR xxxx xxxx xxx:xx xxxxx -RT xlcKxx 0.0 ?o xxxx xxxxx xxxx xxxxx A** xxxxxx * ****************** Traffix 7.8.0L15 (c) 2005 Dowling Assoc. Licensed to SCHMUESER GORDAII MEYER il ~ ... ] ~ ~ ~ ll: ~- ii ~ ~ ~ ~ ~ i; ~- ~ ~ t ti ! ~ 1:-.~ .e l ;:; ~ i ~ !) t!_ I ~ jolj PINY PRELIMINARY PLAN VICI N I TY MAP SCALE J "=2000 ' PLANNER NOBLE DESIGN STUDIO 19351 HIGHWAY 82 CARBONDALE, COLORADO 81623 OWNER / APPLICANT ELK MESA PROPERTIES. L.L.C. 2929 COUNTY ROAD 114 GLENWOOD SPRINGS, COLORADO 81601 JOHN ELMORE II 253 SIL VERLODE DRIVE ASPEN, COLORADO 81611 PREPARED BY: SCHMUESER GORDON MEYER INC. I I 8 W. 6TH STREET, SUITE 200 GLENWOOD SPRINGS , COLORADO 8 I 60 I (970) 945-I 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970> 349-5355 SCHMUESER I GORDON MEYER ENGINEERS SURVEYORS PROJEC; ENGINEER: DEAN W. GORDON, P.E. 14507 SHEET INDEX COVER SHEET 7 -3 PRELIMINARY PLAT DR1 OFF-SITE DRAINAGE MASTER PLAN DR2 ON-SITE MASTER DRAINAGE PLAN RP0-4 PINYON MESA DRIVE PLAN & PROFILE RP5-7 PAINTBRUSH WAY PLAN & PROFILE RP8-9 SAGE MEADOW ROAD PLAN & PROFILE RP 7 0-7 2 CLIFFROSE WAY PLAN & PROFILE RP 7 J JUNIPER HILL LANE PLAN & PROFILE S7-2 SEWER CONNECTION TO LIFT STATION PLAN & PROFILE UT1-2 D1,D2 UTILITY MASTER PLAN WATER, SEWER, DRAINAGE, ROADWA Y DETAILS .K)B NO. rso2r At.£· PIN'r'ON-CS NUM- BER I PRELIMINARY Pl.AN Sl.JBMl"Al REVISION 06-07-06 JK DA TE B Y I LOTT ~A l.ISCfJ 6r 111£ O'ltNffi OF LOT r F0H EQ/.)fF'IENT STORACE TOP OF cuT-ci? .. 1-EI PIT ON AIJJACEHT '"""'ff OWN£R-CARF/EUJ CCJUNTY 108 8TH ST. STE 213 GlENWOOD SPRINGS, CO. 81601 239J-071-00-002 VAN RAND PARK PROPERTY OKNERS LOT 1 CHOICE 1-f"NIVRCS. LLC 8626 COUNTY ROAD 301 PARACHUTC. CO. fJ!535 2393-071-01-001 LOT 2 PE"RAU. RONALD G. 6501 COUNrY ROAD 214 NEW CAS7I.£, CO. 8164 7 2J9J-071-0l-002 LOT 3 RED CAN"f'ON HOUJING COMPANY, LLC 8 54 ACCESS ROAD R1n£. co. 81 65D 2393-071-0T-003 COMMON AREA VAN RAND PARK ASSOC/A TlON ATTN: DA~ DODSON PO BOX 24fJ Gl£NYtf)()(} SPRINGS. CO. 81602 2393-071-01-0/J FA ifMFNT O!ttifRS HO/. Y CROSS ENERGY P.O. BOX 2 150 GL£NK000 SPRINGS, CO. 81602 APPL/CA N r-JOHN EL MORE II 253 SIL ~RLOOE DR. ASPEN, CO. 81611 920-30.JJ OKNffl-EU< MESA PROPERnES. LLC 2929 CR 114 GLENWOOD SPRINGS, CO. Bl601 945-6399 PRELIMINARY PLAN PJNYON MESA SECTIONS 7 an d 8, RANGE 88 WEST, 6TH P.M., TOWNSHIP 7 SOUTH, GARFIELJJ COUNTY, COLORADO __ .=.SE=CTION"--'6~- NQfE: .. OCCD FOR me CQUNrY ROAO COIJtD llOT FOflND. rT-c RIGllT OF ll'A r LJN£ SHOIW OH THIS S!A\'ITT fS Jo· !1WM TH£ CEN-rt:J?IJN£ or rH£ PA~ ROAO. LOT 11 OPEN SPA.CE 24.56 ocr~s fVVNO llS 81.M AL!.IMININ Cl4P FOR NW COR LOT 12 / SW C0R LOT H. !XCTION 7 LOT 12 !AND US[ TABLE £XIST7NG ZONING-PUG HIGH DENSITY SINGLE FAMILY LOTS (80 SINGL£ FAMILY) ROADS OPEN SPACE TOTAL 23.20 AC.+- 7.0IJAC.+- JQ21 AC.+- 60.49 AC.+- LOT 13 OKNER-BUREAU OF lAND MANAGEMENr PO BOX 1009 Cl£NWOOO SPRINGS, CO. 81502 2.193-112-00-951 OM/ER-ELK SPRINGS, LLC 1-41 W JACKSON BLVD, STE 1720 CHICAGO. fl. 60604 2393-064-00-009 nxJND US 8l.AI ..._UMllllJAI Cl4P roR N 1/16 B£11ED/ srcnefiS 7 <I" a LOT 7 C8 OKNER-ELK SPR!.~S. LLC 141 W. JACKSON \-0, STE 1720 CHICAGO, IL . 606 2393-082-04 -DI LOT 5 ------'NB,9ff,JJ."E _____ _ DESCRIPllON-BOUNDARY A tract of lf)()d sit1Jattf in Secllon 7 and 8, Township 7 South, Ron~ 88 W<"tsf of the 6th Principal M.rnlion, Carfitlld County. Color-ado being mon porflcularly described as follows: Beginning at the SW comer of Lot rr of said S6Clion 7 mence. N OO'J2'01~ £ 676.97 feet along the west line of said lot 77 to the: S£ com"r of Von Rand Park. Cqunty of Gorr~lri, Stole of Colororfo occcrding to the pf'1f thdfeof rBCOrdtJd as Rec~tion No. 265117 of the records of the Clt!rl< and Recorder of Garfield County. Colorado; thence. N OfTJ6'J7~ £. J02. 7:5 ftel along t he cost /fnl!I o f sold Vm'I Rond Pork, and a northerly pro_fec f km th~o/, to a point being JO fe1tf :soulh•rly of lht1 ctJnlMfine of the povt1d svrf~ of County Rood 114; thence along a ffne 30 feet southerly of the centerline of /h/J paved surface of County Road 114 the following courses: !hence, S 40·18'31" E. 166.87 f!Jtlf; thenctfl 51589 ftflt!f olon9 th• ore of o 334.71 fetfll rodius curve to fhlJ left, having a central angle of 811"18'40 ° and subtendin9 a chord bearing S 8 4 "27'51" £ 466.J2 feet, thence, N 51"22'49" £, 137.77 feet; thl!mce 297.88 f1Jl!lf o/ong the arc of a 2805.91 f11tJI rodius curve to th/J , ~ , -~.... right, having o central angl1J of 6"04'58" ond subtt;nding o chord b1JOrin9 K~ " ~ ', .,-"~ .. ,...,. .... , ;-...._ •::.. ·~,.. .r. -N 54·25'18" E 297. 74 ftflel; . -' ~-il~:~-~ --~l,''~1 ~ I .;,(,"... (. ! ! I' ., 57·21'"7" ' 128 7 5 , .. , ,.• '_-'~"4~""f .... :z~":1",>'":..,. 1 1 -, , • 1 11 · .,_, uence,,.. .. i:. . ree: .!'~i.:.,_;;h._""·~~-;;.-t: "',:f°'-· _ _'! :l1 I _;_r-1, _ -,1• ) l I '( -thence 287.77 fee t along the arc ofa 299.84 ~t rodius curve to thtfl -:-:;-~~~ ------~ ' • , ~ I right, hoving o r:-fflfrol angle of 54"59'2B" ond ;subtending o chord beoring ·.''J'"'l..._,~··>;.~:.i_~,-'.·,.·. -~-->,~~f(~':¥.~-.· !:.~:-_ ~,1,. :,1·\ ·.··' 1,' , ,• , N 84'57'31 " E 276.B6 ftJ6f; ..... • " ) --·/-.. .._ , thence, S 67'J2'45• £. 61.0J feel; '-+ ;.'.i-.... ,,."'• ' ".'." ~~"""" "'~: , ~ ·~ --.. ._,..'_'/}~ ""/\". ,1'.\ 1.. . · 2 ]:::-·\ 5 , ,I thence 162. 40 feet a/r;mg fhfJ (}re of o 445.95 feel radius curVf! to the -l .). •·-" "" :~ .... \-~ ,--..., . ~ ' ',. ,:....... ~'~~';;,'."' ~ -...... ,/' right, having a central angll'! of 20·51'5.J" and subtending a chord bearing J~,, '• '• '; k \"' ~. ~ ''):r':J l ,"' 1.i;. ~ ... 1 ~--S 57'06 '49" E 16 1.50 feel: .. ,.::.C'-:..._i~\ )~ l ~ ._;:: ... -:~.,-. · ~;;\'-:· · :°'·<1-,.)-t.:;;-J·.i; .... "<_t, .. ;.~ .. ··-. !hence. S 46.40'52" E. 196.40 fl'!et; '.\i : \. ·. \ ·_ · "1, 1-'.Ji;i:;-· .• -,: .· --·<·"\..:: _ >.~'f';-,7"> ,~) -:~· .. · thencl!I 265.46 fel!ll olong fhtJ ore of a 388.35 feel rodlus curve ta the left. ;>· _"' · . .r.;, · -~:<;' 'i ' fJ;)'.·''"' ~. ,.,:., ·u· °(·., _ . · ~\ ·t_!:;,_ '.' ' 0 "'.·. ~ .-~ hoviflg a central an gle of .J9.09'55" and subtendinq o chord bearing _ _ -. _ -_ _ -s 55·1s'50" E 260 .. .J3 feet; · · I ·· · thence, S 85.50'48" £, 156.IJJ feel. tJ.;9 .........,~~ _.. u "*!; 1;~-~ lt1fl. having o ct1nlral ong/IJ of 12 ·42'16" and subt~ding o chord blJ(](ing TOTAL GROSS OENSITY-80 UNITS\60.49 AC...-1 UNIT\0.756 AC.+- TOTAL PROPOSED Off STREET PARKING-160 SPACES · L_-~ '-_·,,J~z{_· ·~ ·.:\ ''-,' t\ ''I \ .. ''""'".• . _ . , ~f:;;?f~1·1,~_·· .• :J. th~~ 239.96 f1J1Jt along th11 arc of a 1082..20 fetJ t radius cufVfl lo th1J Hj.·Yf~~> \··: : '\ ,~_, !'-; -';-t \.J>-: .. ' 'h~{ .. --~1 {'.~=:.:~~:~ ~ ~!=~~8:4;1~6~g:;.4;, ~;05 feet: J ·?\'.>)'{.~~-··. ' ... 6 1':. ,: '• ·,t·-if_·~,.,...',,...,-"· ~~1.~.~~~1't· •· thence 421.75 ffJtJt along the ore of a .J04.73 ~t radius cur~ lo t/'ie -, ""' ·\,;"~ ', .. \\ \ ,, ~.,, ,.,. "'·""·' ·-·' ' . .. : __ ''.. J~\l.J .• !f~;.'(~ ~.i~-~\ "' \ \ )~~ ,,\~·~ ~~-~ ~~~'..'1 · ;f ·.·.; t;~l~)~-~,·?; ';9'>}8.;;,~;~; ;;;/';; :;,,'{;" of 79"1750 and subtending o chord btforing ·i --:t t~ / [f',,Y ., ·· \ ~ ) )'; '::';, :\ ,(";, .j )./ ~,~,, i. '·· lhenctfl, S /9'15'f4" £, 85.2J feet: ., (. ; ...... ,...... r. _' -• \, 1 \ ,, . .-,,. 'i, ~1':',/i.I ~;.;..._!' \'Ah·· '· -: I hence f56. 71 feel oloog the ore o r o 341. 45 feet rodivs cw.,, to tf!l!1 ' S£7llACKS Prn EXtSnNC ZONINC '{1(;H)\ " !' ": ,,, \, : : """~''"" '"~''" 'j> \ ""' \,, ' ri,,,,I, """' 0 ~1'ol oogl• of 26'17''9. oM '""M"''' 0 .,~d '"""'' J PLANNEl?-NOBlE DESIGN STUDIO :~~2~5 :!J.T :·.~(_-:'. ~:'.'.~A~~{l: .11. ~ 1 • :~\ :~~~~ :'.iW_ ::'~i,.' l_·~ / j_!\,: :; • ., '• ~=~;9;1~oj~Js~4 .,,,,,'c;'J6.97 fl'!et; l '!,,.3;;cf!t':J!i.A i:t.2 81623 SIOE-10 FEET 1 J,: \·iNitD. '' \l \ .+, • :l: "( . ';;;,>~~~;---~~-"j. ·~-:\ {,,.~ "(:..-,.·'":?;:" thence 269.26 feel ofong lhe arc of o 241105 fl!IJI radius curve to th1J left, 953 _ 7027 i,;<" ,{•, ·; " , •I ,~ ~ <,\") <('''t1 .!'f-" _.~'I-"""' o ~trol oogl• of5<'15'08. ood wbto"diog o ""~" '""""' ENGJN££R-SCHMUESER COROON ME"rFR INC. 118 W. 6TH ST. GLEN'MJOD SPRINGS, CO. fJ1601 945 1()()4 ., "' s z5·05•zg• E 25:'3.36 feet: f MINERAL Ov.NERS·NO MINERAL _,CH'5 1'M<0, S 57'1SJ3• £. J8.J8 "'' lo o poi"/ M 1'• =01' ,,,. of Loi 6 .; ON PROPERTY OR mm!N 200· VICINITY MAP of soi<! S1JClion 8, thence, N fJ9"07'48" w, 1994.76 feel along lhe south 1rn11 of sold Lots 10 GRAPHIC SCALE i i i i (DlnlT} I llltlb. • &00 l'L FOUND US /JUI N.JJAllNUM Cl4P FON C~N 1/16 SCC110N {J L119end ond Notes: -0 indicofl!1s found monum/Jflf os dtJscribl!1 tf. -• indicotes Stfl monument. '5 rebar and Yellow Plastic Cop l.S. 15710. -Bt10rings ore rtJ/atiYf!I lo a bttaring of S 89V7'48~ £ (Jr) fhtJ lintf between US BLM aluminum cops found or lhe SW comer r;Jf Loi 11 ond /he 5£ comer of lo/ 10 of Section 7. This ;su~y ~ not rep,-,,sent o lltl1!1 s11orch by lhis surVfl)'Of" ta d11tsrmin• 01111n1Jrship or to discover l!Ost1ml'!l1fS or other H1cumbrances of record. All infonnalion perloini"ng to ownership, tfQSements or ofhfJr 1N1cumbroncl!1S of rfJCIXd has been tak/Jn from a Iii/• insurance commitment issu1Jd by lontf Title Guarantee Compony dot~ JO ..Vne. 2005. No. Gl+5 246570. -This propttrly may b1J subject to opporenf 1Jas/JfTltmfs for existing utilities and irrigation ditches. -Fences ore shown ht!rean for infonnotion only and do not ntJC.asson11y rt1pres1ml limits of ownl!Jrship. -Dote of preporation-Moy 2006. Surveyor's Certificote: I, KENNETH R. WflSON. being a Regis/ertfd Lond Sur~yor in /fltf Sloltt of Colorado. do her«>y certify /hol this plot 1111os prttporl'!d by ml! ontf undl!r my supervision from a svrvey mride by me and under my supervision and thol both the sur.,,y and plot orfJ lrutf and occurot11 to fh1J best of my knowlttd<;tJ and bt!llef. KENNETH R. 'MLSON L.S.15710 DA -,E-------------- LINC r .. 81.C -lEAR/fiG LDIG"!H u • 24.51 " " .,~ /66.!J7 ,, ' .. rJJ Jl ,. • 12476 " ,. .. 61.0J " ~~: 190.40 " 15$.IJJ " 227.05 " ' '14°" 85" uo ..... rn.111 w n' '"" CUHl'f" r..at.I ""'"' ·-UN<m tANCDIT Cffl}f(() OIST. ., """ 515.69 72'" .,.,, ., 2605.'1 2!17.68 14!1.0lJ 297.74 " 2911.114 2!J1.ll 156.0$ m" " 4"5.Sl5 162.40 !12.11 161.50 ., , . .,, ,,.., IJfJ.TJ ,..,,, " f()IJ2.20 239.96 'n" 2J!J,47 " X)-1.JJ 421.lJ 2~-" "'" ~ Jll.45 '~" 71J.7t; /5j,J4 " 24ll05 2611.26 """ 7ilM - ! 1'M<•. s 8o'J2'2• W. W1121 r..t otooo th• •oolh lio• of Loi 5 of =•d ! SCALE I "=2000' S••liM 8 lo th• SE•~~ oflol to of >0id S~tioo ' i ood II lo th• poi"I of b•g'n"i"• ~loioiog 2,m,860 •q.R. ~ 60'9 ! ..... -,,.~~~~~~~~~~~~~~-.~~~~~~~~~~~~~~~~~~~"T~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~'TlNUMillll"T'-~~~-o•••''.'.m~w-•"':~:".~:':'::-~~~~~~~-r·Ll<:::TC'::"T":gy:"ll"'"~~~~~~~~~~~~~~~~~"T':::":'."'"~~-;';;;;;;";:"[""~~~~:-~~""I --. .--, ... ~ -6 SCHMUESER GORDON MEYER ~ -l ccm~ any "'9tJI oction baHd upon""-' B W 6 S S 00 p1D1"T TIIZ'llT A DY ~;;::::--"-'-.,.vO.i;;i~l----=----1 . lhl«:t;,, //)jj ~ ,,,.,,,,.,, lflrlf• ~ (/fllJf" I , _ ™ TREET. UlTE 2 P'L'Nv:o~ 1\T ll'E:'C'... IUJJ~JDJ lYL'U• ii -~' •~·-_, '°'~' m ~ _, GLENWOOD SPRINGS, COLORADO 8 I 60 I ,/. I J: l' Jl'.J.D.:Jri ' ~-;:"1',,:"';~ ;:~-;::~::';:; (970) 945-I 004 FAX (970) 945·5948 PLAN I 'l~~::::.·~~~~~~~~~~~..l ... ..:;.::;::;;:.:.::.::.::..::..;:;::.;:.:.:::,:;:..~l!·~-::::··~--:::--::!~!:~:::!::~::::.~~~~~~~~~~~1.~~~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~.JL...~.L..~~~~~~~~~~~~~~~~~~L...~~J..~.1~~~~~~~~~~~~~~~~~~!!!!::.~~~~~~""""'-~~~~~~-" ~ f:,,,,,. '""'<Joi ~ af IJM crir.cotian sf!oWll SCH MUESER \ GORDON l MEYER AsPEN, COLORADO (970) 925-6727 "'II E .. Gl .. £E!-<S ... SURVEYO J-<S -.1-·""'"'nll""''~--·· 6 SCHMUESER I GORDON I MEYER E N O IN E l!:RS I SURVE:Y ORS SCHMUESER GORDON MEYER I I B W 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 8 I 60 I (970) 945-I 004 FAX (970) 945-5948 AsPEN , COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 BY PINYON MESA l/N£ TA8l£ l/N£ 8£AR/NC l£NCTll LI SOO "J6'J 7 "W 2457 l2 6/0J LJ N66"09'14"W 862 CURV£ TAB/.£ CllR'>f DEi.iii RAl)/115 l£NGTll TANGENT CHORD SCARING CHORD Cl 8819'4n• JJ4.71 51589 J2498 ss42r51·r 466:!2 C2 604'58. 28D5.91 297.88 14908 S5+"25'18"W 297.74 CJ 54"59'28. 299.84 287.77 15605 ss4·5r:J11V 27686 C4 2051'5:!' 44595 162.40 82.11 N5T06'49'"W 16150 C5 16"26'17' 17500 5021 25.28 N5T48'49'"W 5004 C6 IT1T '19• 17500 52.50 26.45 N41"00'01'"W 52:!0 Cl 1s42·~0· 17500 48.00 24.15 N.04"J2 '56'"W 47.85 C8 22·10 ·04· 17500 67.7T :!428 N04"26''l"r 67.29 C9 5"18'51 " :!4000 :!1.54 15.78 512"52'1911' :!152 CIO 24"58'09" 12500 5447 27.68 N.OJ"02"41c 5404 CIT 11"28'48" :!9000 78.14 J920 5()9"14'1011' 78.01 C12 T1 "50'56" 34000 70.J1 J528 S<H "T1'21 •r 7019 C1J 12·1°•,,,.,• 34000 7J.06 J667 ~16"1"'!0 "'" 7292 C/4 2445'42" :!4000 14694 74 6J SJ4"48'2J•F 14580 C/5 ,,.,8 • .,4. J90.00 80.40 40.J4 S04J6'57'E 8026 C/6 8J5"48" J90.00 58.51 29.J/ S1.,49'12"E 5846 C17 1TJ7".,6" J90.00 120.00 60.48 S2T55'59"E T19.5J C18 1TJ7"46" J90.00 120.00 60.48 545" JJ'45"E T19.5J C19 5"42'20" J7500 JZJ., 1869 582'08'50"£ JZJJ C20 18'.J''47' J75.00 12149 61.28 S70'00'46"F 12096 C21 Tl"Ol'J4" :!75.00 72.17 J6.19 S5Sl:J'06•,-7205 C22 J0'51'42" 10000 69.57 J626 528"04'20.E 6818 C2:J ,, ..... .,,.. 9500 1944 976 NT'""/'M'"W 1941 C24 •rM·~r 9500 5146 26.JB M'J'""'~"'ll' 50.BJ C25 )107'07' 9500 51 .46 26.JB N.6426'0011' 50.8.J C26 JI 0.]'46" 95.00 5150 26.40 S69"15'.J711' 5088 C27 JI ""'"<"" 95.00 51 . .,2 26.)6 SJ8 IJ'2411' 50.79 C28 )1.]5'06" 9.].JJ 51.45 26.40 SOT12'.J811' 50.80 C29 2T51'26" 95.00 46.19 2.J.56 S221J'J1·E 45.74 CJO 30·00·00· 95.00 4974 25.46 5s109·1.,"E" 49.18 CJ1 19 ·55•40• 10000 .]481 17.58 N5(T10'5""W J4.6J CJ2 .J'.76 '«" 425.00 2554 12.77 54T55'52"E 25.54 CJJ 10'06'40" 425.00 7500 J 7.60 554"42'29"£ 7490 CONTOUR INTERVAL I FOOT TOPOGRAPHY BASED ON AERIAL PHOTOGRAPHY DONE BY AERO-METRIC PHOTOGRAMMETRIC AND GIS SERVICES IN APRIL OF 2006 PRELIMINARY PLAN Job No. Drwn by: Dot.: ~-,,. .. ,~ F' 2 KW A44Y 2006 PE": OF 3 PR£UM-S2 !i ~ I ~ l ! I ' ' ' l ! ~ ' ~'~ -,,_ " u "15'14 " ~n w -~" " J9""~'55" ~ ' '16 " " 7'"/7"50" " ·11'4 • ~ .. ~ •. " • ". ~ ~ 14~~-'" "' , . '" " . "' ~ '" ~· '" ,.. "' ,,. .,. "' HYJ '41" '" ... "' ,. '"' 11"0 • , • ~· ,,. '" '" IOYJ6'1 " '" ·~· I GRAPHIC SCALE i i i {ll'lnrt) llllCll.•00 IL =rn 156/JJ Mn Jll.JIJ -'~ ~ =rn ,...,, Jll/J.J5 =~ 1.M.15 10lJ2.20 2J9!M '"'~ ~" 421 75 252.Xl .)41."5 1!>4 71 1976 24005 :ru.26 ,oom ~•oo JVV 1995 ~•oo ~00 27.$.J 41'-00 70." oon moo 14.llO ,,W 170.(J(} n.n ,w =.oo nu lf.95 ~00 1.JJ.55 '"' ~.00 121.J/I 61.09 '~00 J924 'm l~.00 ~.~ "" 22500 ~-'' 2166 22500 ~" '"M 22500 J!!.9/J "w •~oo ,Na 82.74 moo "" 22.zJ moo oro 'M moo (;7.15 "" J70.00 m• JZJI J?r:JJJO 114.10 5151 CONTOUR INTFRVAL 1 FOOT i ~""""' -' 'w" "" J.1947 ,., =u -"w !!i.!'.J" J55.J6 1·~ '17 J9.IJ6 6''9' w 54.!NI ,. w ro~ '06' 6"W 14./10 42.51 ., " w J9./Jl . 4'50'111 IJJ.01 "' '" 120.97 ·21· 1 :n.16 " 52.11 ' ~" n ~~ ~·· ~~ ~' . ., 162.W 4"46''1 "" 1'2/J"W •ro /4'1 "~ ' w 55.16 /IJ.65 TOPOGRAPHY BASEO ON AERIAL PHOTOGRAPH'f' DONE 8"1' AERO-METRIC PHOTOGRAMMETRfC AND GIS SERVICES IN APRIL OF 2006 \< • ~ ' I t / ! . ··~· .. l . . PRELIMINARY NOT FOR CONSTRUGnON SCHMUESER GORDON MEYER I 18 W . 6TH STREU, 5Ul"TE 200 GLENWOOD SPRINGS, Cot..oRAOO 8 I 60 I 1970l 945-1 004 FAX C970l 945-5948 SCHMUESER I GORDON I MEYER ASPEN , COl.OR"OO (970) 925-672 7 E H D•HEER" I "'LI RV~YO A " CRE$TE;O BUTTE, co (970) 349-5355 I -- -~· --{\) I.<, .~( I '\ I i \ ' ---,-6$,,...6JT -'-)f-dr-:;=,_"'==;;:;:::::;;:;;=='::;:"~~~ ~_;,,,.-r-,f-">.,~~~?-<::-'-,: " " I :: l' r <.J. --~ X66.?0 PINYON MESA PREL!Jf!NARY PLAN a..ll" BY ,_h_• ~ ___ o'.,-~°:K--<' D' DJ I-'-' rc"="'"='-~'"=~N~'"='"'=m''-----+"~'-"~'-=-·~!-'"'4K OFF-SITE DRAINAGEt;;""';;::--'-'r-~"ii"';;i....-=....:1:..:..:i:........i , MASTER PLAN ,,,,. 3/27/oa OC: PE.-OF ·~ -... . ' lllll!Mlml!llll!l!! !!II I 1111 i1 ! I , I ' ' I I I ' ' ' l ! l I I l )T 7 ·~ -..l -- GRAPH I C SC ALE T LN F EET ) mch m W O !t T l ' -PRELIMINARY 6 SCHMUESER GORDON MEYER k-~ ll<I TE BY .1ob No. 0 1so2F ~ 'l....:~~N~O~T~~'..._~~~~~~~~~'~'e~w~.~o~~~s~rnt•~~·~s~u=~200~~~~~~~!.::.~fl~i~'JV~~~O~'JV~~A£~Ji',~:S:~:4~~:__~~~~e~=~,~~~~:"~":~:'~~~~~~i"~~~'·•~~~~~,,~,-~~~~~~:~,D~"~l~''~'''~:·~pi~~~~·~~U~6~K~=]}='f?~'/Z~J il :-GLENWOOD SPF>INGS, CoLoR.AOO 6 160 I 1 V 1 , 1~.ti 1 V.ti .C, § -FOR (970) 945-1004 FAX (Q70J 945-5946 Oato · 3 '2 7/06 ' ! €0 NSTRUCTION SCHMUESER I GORDON I MEYER A>e••, Co~~o (970> 925<>727 fJRELJMJ'JVARY fJLA 'JV MASTER PLAN oc ~· OF E ~<)•N EE .. 9 I sv,.V E YOA S CRESTED BUTTE, co (970) 349-5355 r~, L ...... ··~~--:i ... _ ..... ~:-: · l · ······-········•·····-···-·· ::::::::::::::.:!::::::::::· \. ··. ·······-·····-... ·· . .. ·· .... ····· ... -~:· \ . ········ T'' __ ,.---~ -:::-:':-:, . ... :::.·.·:.--··\·-·-· ········+. . ······· . T· ·· .... 1· -. -. ················· ... , !'° .:· (' • ., •• I ···--.. ··.1,... 6' ··i--···.... ···-. ······:,· . ~ ... o: ······ ... ·.·-... ·· ... : .·1:· ··. ' r·· I·, ·.·.··.·.1:··. . '[-. .. ·, ·········· ... [ ! ············ ... ~· .! r 1 1 .. ··········· •..••.•.••••... ·-.1,.·-. r-·· ·· .. ; I ····· ... : '"-.... \,'· ·· .... I T l··. i. ------·--------·---'-~-' ·..--------- R 6265 . 6255 6245 . 6235 . DATUJI ELEV 6225.0 __ , ...... · ---~-\" ---~~--.. \, ':::..----i / ·· ... ··. · 1.. \\···· .... \\····· .... ··.. . ··. r ijii ········.····~················l ... i .r .r· .. ,··. f. ·· .... : :·· •• "i ~ '~ -~ 4+50 ·:··. ·····~J··· \.i t·· ~~ ~~ ;:;~ "-~~ 4+00 STA:J-1-BJ.89 e•x $. TEE ·TOP -PIPC: Jl. #! ")~ ." ,. •<! ~~ ~jl<j ~~ •• 3+50 : EXJSnNG cEmrnuNE £I.£VA T!ON r FINISHED CENTERLINE £L£YA770N r [ I "'.~ ". '~ -~ ~~ ~~ ., ~~ ~o ., ·~ ~~ ~~ -~ ~~ .. 2-1-Sl 2+00 3+00 •• ~~ :;:~ " UM BER --- P..., STA -1".+05.1J P'.4 £LEV_. 6265.28 .A..o ..... -6,op. K,. 12.0o GRADE BREAK STA:0+44.2T £i.£V:6266.50 . / _..,.__ \... .,-. --- / .. I 6255 ~----72.00' ~ -----' .62"'5 .6235 ~ 1 • := 20' HORZ. 1·_-5 • L-f"RT.. ~~ ~~ DA.WM ELEV -~ o ~ ·-~~ '~ 8225.0 ~~ ~~ • ~~ "• ~ :g ' ~~ 0 • ~ --~-~ • -1+50 1+00 0+ so 0+00 ,..,,. ., 6/7/06 N£K PINYON MESA Jot! No. Pi?El./l.JINAl?Y Pt.AN SUBl.JlrTAl DRIVE Oro ..-n by: PLAN & PROFILE Dol9: CG'.· p"' GRAPHI C SCA LE i i r ( JN f'£<.J) I i nch '"' 20 IL 01502F RPJ i NEK ~ 3/27/06 ! P£ OF ! . ~~····· + ..................................... -···· 6zzo· . 6245 . 6235 . 6225 · DATUM ELEV 6205.0 PRELIMINARY NOT FOR CONSTRUCTION ··. '· ..... . f> :.:.:: ....... · .. :;)::>.:f ~~·.·. >.:::·:·:···:/:::.': .:}£:::::-.·:: .. ··:·.·.·· .. ·_·.:.:::· .. ·.:·· .•. ·_···.·-·_··· .. ·.~-.. ·~ .. ·>\',, ·5;1-tv ·\,\,, ........ ·.,·':.:.~:-...:·. ·.·.·.·.·.·••••.· .. :.·.·.·.·., ·· ... · .. ·· ,·· " ... ·· . ' ' ,'" ·..::::<.· . .. ... -:-:>:. :":.<• ::·:::::-~/:::: ..... :·::.: ', ', . . .. ····;/ :.::<·:::··:::::.··.···· ,•. ·:,·;.':"-::: ... ·· .... ··" '',,,\ ~'\\, ···················>/ :: : : : _:_: .. ~::: ... -.. : .... '• .. • .• . . . . . . . . . . . . . '" \ , '•" .. . . . . . . . . . . . . . · ............ ~·:::::: ::.-.·:::::.·.-.:~::· ":· :·-.. .··:·:.' .. /·::/~~--.. _._·_·.·_·.-.... -----·· \\ . . '\, ········:7(/ . _.. .......... .···.·:: .. -···' .···,·.;_· .......... ·· ~\ ', ,,,, :._ .. ::.... :::~~ ::-~-_::~·.-··· . . ........ ············ ', '\ . '.,_ .. / ····-.. ::.-:::·-··: .............. · '/ .. ····· ... . '\;. ' .,···· .... . <··· \ •• : :···· QS .... ··•· ········ ....•••..• __ ;s.~,, .····»<_, ... --···············. ·-.. , . \ ····\ ··. ·. __ >--/"" \ •••••••••.. '\, . __ ,--->'" \ ·... \)< .. \::'_.··" ····· .......... . ·· .•.. · .............. . ······ ... \ ... . -.~:·::·_·. '• . ·•·. ·· .. ::.:·-..::::. · .. · .::·:: . ::::::~RA?.i.ll(i, . · ·--.. ~J.l ·· .. Y ><.f : .. : ·~a):t·-:- · .. · · ....••... ·.·.--.. ··············1··· ·,nicrnh :~.E··.~toir.:t: .. ·::: .. . : ······ .. -. (. ·· ........................ . ················......... ·····-. ·· ........ . ··········· .. . .. ........... . ··············-... ···············----.............. . ··········-.. ···:, ··-... ·········-····::1· ························ ___ ....... ·· ...•. ·~~-·.·_·-.... + ............. ' .... •.••_:.:_:.: .. · .. -.. -.. · .. -.. -.. -.•.•••••••••••• .. :~ ··· ......................... . ····-... 9+50 9+00 8+50 8+00 Ex1snNc CENTERLINE ELEVATION FINISHED CENTERLINE ELEVATION 1+50 7+00 . STA:6+67.74 . 8"x 8" TEI TOP PIPE: 2D. 65 6+50 t-'------~----J21.53' vc -~----~~--- Pvt STA = 5+41.85 · ~ ~: STA:6+0J.58 END 2!iDD' RADIUS VERnCAl BEND .. TOP. PIPE: 22. 79 . 6+00 Pvt ELEV = 6230.34 : 1i5 "i . ,. ~: ....... It)'_' -,itO. ·= 4.-67 · · · · · · · · K = 26.00 5+50 5+00 .. 6225 . ... 6215 DArUAf ELEV 6205.0 4+50 R£VISION ~~H~~~~~~~~~~~ MEYER PINYON MESA NffR-PRELIMJNARYPLANAPPLJCA770N .~;~. :~ PINYON MESA :~:0~y: o~;: RP2 : ~j~~'b0.J>5!?rn~~5 ·F~Lf~ g~~~~4a DRIVE taa;;:::;:1~-:-.. ---,3/;-'fa'2;:7~//i;;;0~6;i.-------"~ SCHMUESER I GORDON I MEYER ASPEN , COLORADO (970) 925-6727 PRELIMINARY PLAN PLAN & PROFILE OC: PE; OF ~ 6 E:N GINEE:RS I SURVEYORS CRESTED BUTTE, co (970) 349-5355 1-R.-,.~-.. ---..._----~ ~ '-----------------------... ----------------------.... ------------------------------..a.--------------------------------------------------------------------------------------------------... ----------------------------------------"!"'"--.... __________ _, ' ' j ! ' I ' ----- IC s°t::ALE · ·· ->< --~ ,z.. :·: __ )(~-.:.\ \_·· .. :'--. / i \ ->-'!c j \ is ~~ ......... -~·~,·"""'i,..~1111111111111111111 ...... r ,··, ' " ~~ "• 6205 ·~ I~~ ( Ill PE ET) I i n c h • <O IL STA:/4+75.12 END 1600 RA[JfUS ll<R l/CAL iKND TOP Plff_:r;7_39 : BEGIN 1600' RADIUS VER 17CA L BENO TOP PIPE:97.59 DA.1VN ELEV 6185.D ---- . ~ ~ ~ . -~ -----~-- -EX/57/NG CENTERLINE EEVAnoN r FINISHED CENTERUNE fl.E'.'A /IOI/ ~~ ~ :g 1::J ~ ;:; 3l -~ ~i;l 13+00 ' Pit/ STA = fZ+ZJ.3 7 PVI ELEll = 6206.01 A.O. -2. 78 I(= 26.98 ~-----75.00' i.c ------; ~ ~ ~ • SA:12 +28.86 EllD !600 ' RADIUS VER 17CAL BEND !OP. PIP£· 00. 44 "-~ ~:g ~~ 12+50 "'::::; ~~ -~ 8£CJN 400 ' RADIUS '>£/? 17CAl BEND TOP PIPE: 00 72 ~1 ; 12+(!{) B" DI P 11 ... 00 STA: !G+38.2 4 s•x tJ" TEI TOP PIPE: 7.,9/ 10+~ r s" P STA:9+8!.04 END 1600" RADIUS >!'Rl7CAL 8£ND TOP PIPE: 10.20 10+(}(1 6215 5195 DA'ftJN ELEV 6 185.0 ~' ~ Of5 0 2 F RP3 Dro .. n ~y: NEK -3/27/06 X : ~· OF r~ j PRELIMINARY 6 SCHMUESER GORDON MEYER '11!',-•rn~ ™~ ~ P/NYON MESA ~·l~~~~N~OfT~~~~~~~~~~~~:!:t~=-~'~'e~w~.~s~~~s~~'jrr~,~s~u~~2~oo~~~~~~~~~~~~p~'J~"N~~J';~{)~JV'~~~~"fi:.~:S:~'.4~~~~~~~~~~'~'"~"~1~~·:~:":~~·~·~~,~~~~~~~~:·~:""~~~~'~__:~~~~~~~~~:!!..~~~~~~~~~~~~~~ ~ Gu:.;NWOOO SPRINGS, CoLORAOO B 1601 DRIVE j FOR <970> 945-'004 'AX ,970) 945-5948 P'R'E'L1'"'1"'ARY P'LAN .. CONSTRUCTION scHMUESER ! GORDON I MEYER AsPEN , COLoR.o.oo (Q?O> 02s-e?27 1 1'111 v ~ PLAN & PROFILE ~N O I N EC<>S I <>uHv •Y<>H $ CRESTED BUTTE , CQ (970) 349-5355 ! ' I \ ........ ,_ 6220 . 62'10· ' l t i I DA1vJI ELEY I 6180.0 ~~ ~ ~~ l 6+50 ~--~--------· i-1500' \.13 -------~----.:<I · P\lf STA • 5+46.42 6+00 P\lf acv -6198.90 A.O. -5.50 K ~ 26.36 5+50 5+00 ····· .... ''···· .. , ····, --·-- ·r------~·:::::.~ ... ::-.:.;:~~·:·.::::·:.:::·:.::.::.:::.:_.:·; _________ ~ ' ' ! ", : 4+50 oosnNC CEN7£f?UN£ ELEVATION FINISHEO COITCRUN£ £l£VA'f10N 4 +00 .}+50 .5a~r .tt: Pllf STA = 3+16.65 3+00 I i ' ' I 1 Fe" P\.C 0 0.87X • ~-• .., __ ___, HIGH £l£V • HIGH POINT STA • 1+58.22 P\lf STA • 1+70. 72 ~ ~ f'',1 _(1.$V -6it2.65 ~ ~ A.O. --4.00 ;t: ~ K ·• 12.50 6J.73 lF 8" p~ STA:T+~.58 22.5'8£NO TOP PIP£;6.14 0---~---78.00' 1-1'.:' ------' LOW POINT ELEV • 6211.95 LOW POINT STA -o+88 P\lf STA • 0+75 P.,,, REV .-6211.69 A.O. -.}.00 K • 26.00 INSULA new \ / wAm>J.~6 . / . 1· = 20' HORZ. ~-1"•5' VERT. I ! 6220 6190 2+50 2+00 T+SO r+oo 0+50 0+00 l PRELIMINARY 6 SCHMUESER GORDON MEYER "!ft',,-""'SK>N O<Tl: BY Job No OT502F 1 ' NOT llBW.6TH5TREET,5U<TE200 PINYON MESA PRFHWN<R,P<ANN'POW>ON ,,,.,,,,, N£K PAINTBRUSH WAY ""'~'" N£K RP5 ~ l l __ c:::.::O:N~S:~~~~~~:cn::.::~O:N..:.....J~S=C~H~M~UES~ER:::!IJGO~R~DO::::::N~l ~M~EYER::::::~:~gL£~:~~7.""~~~;~::~:~~~··~~~~g~·F~~O~l~(~~~~~~i_;~;~~go~;5~~-4-8..l~~~~~P.:....:'l?.:.:.:'E.::'J,:l:"M.:::Z:"N..:....::4:.:.:1?:.:..:Y:...._P.:....'J,::.A::.N.:....~~~_Jt::t:=:=:=:=:=:=:=:=:=:=:=::Jt:::=t::1.~-P.-'L_A~N~-Jc~-P.-'R~O-'/i',_Z_z~F:~..hi:E'.':'::::::::,;:v.:L:7/i:0:5:i:O~F~~~~J11 ,... c .. c ... 1:1:ns 1 suRvt:Yons CRESTED BuTIE, CO CQ70) 3 4 9-5355 t--r""-,--~-----1 ':• . l ....... ....... .. ·······"' ... ··· ~·l.:~ .. .. \ .. .\ ... PRELIMINARY NOT FOR CONSTRUCTION ! .. ·'·/ ...... ··',/ .. '~ .. / ... -··:· .~ ..... -~ ...... ··· .......... qi ....... / ... -.. · ..... ·.·.·.·............ .. ... ·· ... ·· ........ ""' ... ::.,~...... ..· r~. ',, \\ .. \'..:.?-~\:;:;-... ......... .. ....... ·' .. ;,.--:,:·"· .. ·· ~ .. ;. .................. '\ .· '~:...>I.!> ·~ .......... I '-. '-, ........... · .\ .. \··"~~.~~~~~~ 1 cR~PHic .s ... c.'°AL:Ey· ... ... ............................. ... 1 / ->"'< ... ~· .>.. ', ... ........ ... ........ ,,~. ··\ ·"':~~~ ·· .......... ········· " ' . ,· ;.r···"·' .. ··. C""' ''"...... I .... '°1.... ......... .............. I .. " ', ... ,.... ', ..... // \ I ..... .} " .... " "(' '°' " ... .. / I ' ~.. .... ' ....... ,-..... .. .......... "\ .. , .:::. :·rt // / ''< ,/,,~ / I ~·· / .. · ~ ........ '-'<;:,.~~~,(.. y t; l / ~';<__ // ·"" cQ .. '> "< I / ·~''-:::..-.::·:...... ,. ... · / ··" . . ~< . . ...._ ·;·I· .. .··· . ...... ........ ~.··· ..... ············ /'~.:, .......................... < .. ...-II ..... / .. " .......... ~ ................. ~ ·" ................. / .. ·" "" ........... ../ '.x·:. ..... ...._ ..................... · / CXJ..... .. ............... ___ .... .. fl ~~· .I ................. · I I "ltJ . ..-.. -· I .· .......... ·····. ····· 6210 6200 · 6180 DATUM ELEV 6170.0 ············••''~~,.~·.~,(,~~:,. //············· ......... . '': . .(, .>·: . ."/.· .. · >--...··· . . ' . .(, .--------78. oO:' vc ---------. ~ c::. ,,. <::i "' ,,. °' -\. :0 °' &i ·~ ~ ,.., ,.., PV! STA = 9+01.19 PVI ELEV = 6197.13 . A.O., := ·-:6.50 K = (2.00 EXIST7NC UT7UTY .EASEMENT EXISTING CENTERLINE ELEVATION r FINISHED :CENTERLINE EL£YAT7DN ·· .. , "• -- 8" DIP ,,.~ <\t ~" °' "'"' "' cc ~ :0 10+00 9+50 9+00 8 +50 --...--- 6 SCHMUESER I GORDON I MEYER SCHMUESER GORDON MEYER I 18 W . 6 TH STREET, Sunc: 200 GLENWOOD SPRINGS, COLORADO 8 I 60 I (970) 945-I 004 FAX (970) 945-5948 ASPEN, COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 349-5355 PINYON MESA PRELIMINARY PLAN E N GI N EERS I SURVEYORS : 1 ..... . ·······. ·}1 .. ::· .. ~ ...... .. "· ... '• " ..... ·~··" .. · .· ···· ....... ··" ,,.,,. Oi ~ ~ °' '{) :0 .. ~ ........... .. ..... \> ./\.· .. ··>···\: .. .... \· -.5 :t' 8+00 7+50 NUM- BER REVTSION PRELIMINARY PIAN SUBMITTAL r ..... ____ ... _ .··:··········· : I t .. · I I I I : " .. OJ .... .~ j···· .. ·· ..... I "I ...:·; . _, .. .. ·· . .:-·. !· ... "·I. · .. f·· ... I· .. . · ........ : ..... • ·-1 •• . r. ·. · .... "[~:~< .. . --.... _ ...... _ ... __ ... __ -----:-. .._...._ 8" DIP 7+00 DATE BY 6/7/06 NEK . 1• = 20' HORZ. ~ 1";>5• VERT. 6+50 PAINTBRUSH ······ ..... : ........................ ··· I f"'" , ...... I . ..... '!'"······················'"··················· . ....... . I ····· .... ·· ..... : .. --::-."":--~--. ... T ....... _ ... ___ ..................... ······· ......... I I ...... .i,.. :-~---- ... I "{ ... ···-... ...... ---... -.:-:::----. .r· ............ ~· ...... i .. ....l ·cu· ....... i : ··...... ........ . · .... , · .. ·:· .. . .. I "·-. I '"·t""• .. ". · ... "·. ·. "· .... : I ··......... '•·.,: ... "• ·., '"·t· .......... . ···-. .... "· .. l:, .. . ·. : ···-... I " .... ,I ·:-··.. .. ....... ··-... ... .. ·r · ······ .... :. ··-.... .... ········ ....... t .. ! .......................... I . ~. .. ..... "· ...... .. "· .. . ..... ·.· .. ·.·!,"·. ·· ... ·. : "· ........... . . ·······L ... ·.:a,...______ . l" --------........ _ , • •• ... I •• ----:.~.~.:-.-:::--~T ..... . .............. "···., ... h, 6210 6200 ·. 6180 DATUM ELEV 8170.0 6+00 01502F Job No. RP6 WAY Drawn by: NEK Date: 3/27/06 PLAN & PROFILE OC: PE: OF Fi"1: <J ~ ~ ~ I ~~;;"... ·····- '•., ... ·· ·/ ... ·· .. ........ · "···· ... ... ·· ··················································· ~:>; ... ··· '/ .. ii ··· ....................... ~">~~~f·_• .. ···.···-···~-····:··:·.···:·:·:~--.:.\_•_;.:;;;~1•.r•_.·.~_r_."' .•.••.. i/,_.; __ :_,_·.,:~.-.N_~.·_.,_-_ •. ·.p.~.·_ .•..•.• _:_•_• ... _•-... _/ .. ':/ . "·"::::::::::::::: ·"""'-.. 'I~ - .· .- ... ·1 .. ·· . .. ··' ... .·· · ..... ..,',',,, .......... . ............. _ .. -·· .. ·· 6200 :· 6200 .---~--72. oo· vc ------,.--. PV/ STA = 13+04.98 ~· · · · ·· · .PV/ ELEV= ~19540 <O A.O. = -5.00 ~ K = 12.00 6200 :· ......... ·'---~--------------18{);00 ~ vc ----------------' ..... ' ' ' ...... ' '6200 ---~~~~L . ... ' ... ' .· . '.,._____.-:.._ 6190 . 6180 . DATUM ELEV 61 70.0 13+50 13+00 EXISTING CEtfTERLINE ELEVA(/ON r FINISHED CENTERLINE ELEVATION 12+50 :\ 12+00 .LOW POINT El.EV= 6184.61 LOW POINT STA"-11+22.05 PV/ STA = f1+28.05 PVI EL E V=: 6181.25 .. A.O .. .;, 15.00 ................. ' . K = 12.00 I I ·""-.. '/· \ /: "",,,,"~// · ........ . 48" ~ CMP ' w/ F.£S.. 11+50 11+00 . ..... ·. '6180 • 1" = 20' HORZ S CA LE 1 • = 5 ·: VERT. 10+50 10+00 DATUM ELEV 61 70.0 ~ ~ PRELIMINARY 6 SCHMLJESER GORDON MEYER Nffft? REVISION DATE BY Job No. 01502F R' D ~ ~ NOT I 18W.6THSTREET,Surrc:200 PJNYON MESA PREUMINARYPLANSUBMITTAL 6/1/06 NEK PAINTBRUSH WAY orawnby: NEK F 7 ~ §. FOR ~~~~i~5~rn~~5 ·F~?9~g~~i~4e P'D'E'LL"i,rz?,r ARY P'LAN P'LAN & p•vo,17'1"TE t;0o;:;1e:-.---37y.:7'2?;7/l;-;;0;;:;-;6~-----1 ~ ~ CONSTRUCTION scHMUESER I GORDON I MEYER AsPEN, coLoRADo <97o> 925-e727 1 i.. JrL 1 V..ti .n 1' • .LJ oc.-PE.-oF i~ E N G I N E ER s I s u R v E y 0 R s CRESTED BUTTE . co (9 70) 349-5355 ____ _._ ___ _ ..._ ________________________ ..., ________________________ _..._ ________________________________ ...& ____________________________________________________________ ..... .._ ..... .._ .... .._ __________________________ ..l.. ____ ..1..--..L--------------------------------~A~im~:--------------..1.------------~ {)270 . {)260 . ct :6240 .. '.:>:· "' DATUAI ELEV 6230.0 -~ ~~ \()~ 0 +00 "' ": ~ <o PRELIMINARY NOT FOR CONSTRUCTION ............ ·· y " ........ · \ ...... · \ __ ... ·· ... ·\·· ····················· ...... ········ .. ········\····· .//\······ 6 ·········/ \,····························· ...... ················· ···\;··--·--········· \ \ ___ .:.-:..·-:-·~~~~--··········\c.~-~--~--- ..................... "····· ... ... ·" · .... · .. \ \ ._···: .. ·:··· ... ·.·.7·.·._:: .. _:: .•.•• ·.·_·.····_··_:_. ···-.: .... .J, ·· ! ~ ··. cf.. ·. · 1 .. · .. 1 \ , .. ··\,·,········ ·······.,... /: I .: .: l :· ···················· ... .: I \ / i ~: _. ··., . I \ .... \ r r ···········!··············... r ___ .... - \:/>/Ji/ 1(\<J ·····.... : \ . ·· .... ··f [:_ ____ \---------\-------\---' \.-... · j ____ _.--- ... ··· \~-------t--- ······· .... ,6'<'.,r, 0 . -------1 -------:r--- i : I I I ····!:7l-I --l-1-..:...--rr----'" ~-__::.,...-----· •.. ~,,_ r1 ~-·,,-----,..- "·. ·l·· I I --~--------: · ... I \ / I l ..-··I : .. · I I:' 1·· .• ..... _,---------~------------·:...:----1 \ I !'· I I I I I I I I : I I : I :.._ : "···-.......... . ··... ,-------·":: _______ _:.-::-------··-::--1 · .• I ·._1 \. : '--.J \: : "··. '·I I \ I 1·. I 1· I I I I I I I I I I I J zl I I.· \.I ". I ".I '-.I \I l I I ." i ....... L.· ... -- "'"' "' ~~ ":~ ": ~..,. ..., ~~ ~ \() ~ 0+50 1+00 6 SCHMUESER I GORDON I MEYER E N GI N EERS I S U R V EYORS ········... ·-...... __ \27 \1 >. I". r·· : j I: I ~ I. I I : I i -._ I · .. I ·· .. J 26 ... , ·,. i I 'I \i 1\ I I I I I ·-.. ~ , ... i I \ .25 I Piii STA .= 2+69. 46 .PVI .E,£V ';=,62.46.89 . A.O .. = 4;32 K = 26.00 i 2 ·4 \\ i ! ....... _ ! I · .. I : \ : I · .. I : ...... : I '( ' f··. .--~~~~~~~~~~112 2 1 · vc~~~~~~~~~~-. . i.8 . -~- :.;_..·:_..;.-·;DIP ·--· 94.70 LF B"PVC 0 0.98X "' <o ~ -":;;i <::i ~~ ..., ~~ "' ~ ~ <o ~ "'~ 1+50 2+00 SCHMUESER GORDON MEYER I I 8 W . 6 TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 6160 I (970) 945-1004 FAX (970) 945-5946 ASPEN, COLORADO (970> 925-6727 CRESTED BUTTE, CO (970) 349-5355 ; I "'::: l<i «i ....... ~~ EXISTING CENTERLINE ELEVATION r FINISHED :CENTERLINE ELEVATION "'~ '"~ "'"' "'.~ ~~ Q(j ": o; ~ ~ &1 ~~ ~~ ~~ \() ~ \()~ 2+50 3+00 PINYON MESA PRELIMINARY PLAN <o ..,. C\j CQ ~~ "'<o 3+50 NUM- BER "' ..., It) ~ ...... ·· .......... !-----\-------·': ______ --'r ------·\----";;. __ ·., "' 0 r· I' I; : j • .: \._\ "·-... "'O; l<i . .,.,;,; ~~ 4+00 \.: 1 (·. ! : "' "'": «i o; ~ It) ~~ ~ I() <o 4 +50 "' (j ~ ' 1\ , ·. I i I I I : : I : : ... ... ~ I ·.. .: ; L ___ L ____ 1~-----i~------: .. ........... . .... ~ 1• = 20' HORZ. . 1 • = 5 ' VE_RT. ~~ "' ~~ "' <o ~~ ~ 5+00 G'FAPHIC 1..-· -~- ' L-----~--------:-·::.·~ _______ : ~B -1,1,· . ::t '<'>~ ~~(:> • r ...... . •• J ~ . ;6260 ;6250 : 6240 DA'/1JM ELEV 6230.00 ":~ ..,. ...,~ "' ~~ ": o; Q(j ;;:: ~ ~"' ~ <o ~ <o ~ 5+50 6+00 PLAN & PROFILE 1--~~-:: _..__PE._: _ __.OF I 2 :· -----------~---- ·J h ' ! . 22 ---, ' ' i !-· ! . ! ) f·- 6290 6280 6270 DAT/JN F.f.EV 14 15 ' ---~-------~--1 I ' ' "' "----~.:------·,------:---. ' -~ 1:::' -: ~ j B' DIP NOll/SNV/il 1 · .lfl:'}//J NK!.lf!:NOIJ:Jjs 01/W O/JVGN'rl.iS ONJ- EXIST/NC CENTERLINE fiEVA[ION F!NISHll} C£NT£Rl./NE LLEYArlON " '~ ' *~ ~ ~~ . ·. ' " ' ' 0 ~ ~ ~~ ~ •• ,,1 I ' ' I \j ' ., r ' i i :: I ' ' I ' 6280 . 6:?70 G RA P HJ C SCALE ' ( IN l'EET ) i;no h •W !c "~ 7+00 7+.50 6+00 ! PRELIMINARY 6 SCHMUESER GORDON MEYER ~-RruSION OA IE SY Job 1-1o. 01so2r i l...::~~N~~T~::::::.__~~~~~~~~~·~·~·~w~.6~~~s~~~~~.s~o~~~2~00~~=-~~~.....:f.:!_:P~'L~7V~Yi~O~N~~M~Ji:.~:S:~'A~~~~~~~·~~~~~~c~·~"'~"~'~~"~"·~~~~~~·~~~~~~~·Lo:~~~P~•:r·v~~~~~~~~ .. ~~~~~~~~~-~~N~~~K~~J?.~'.F'~[)~1 i GLLNWOOD SPRINGS, COLORAOO 8 I 60 I ;,J, £j JV.1£.i. :ti t~;::::'.::::;J~Z:~tl-::.=..:.::.....::...-1 1 ' FOR '970)945-•004 CAX•970l945-5948 P'R'E'LlMZ'"ARY P'LAN P'LAN & P'RO"''ZE ~,.. 3/27/06 ' CONSTRUGnON SCHMUESER I GORDON I MEYER ASPEN, COLORADO (970) 925-6727 1 V.i'i .l' 1. ix-PE.-OF ~ ;;:; E NG •N ~~"3 I ~URV E ¥0H~ CRESTE:D BUTTE, CQ [970) 349-5355 • P4f: ~ "' . - ' l ' ' • ~ l f l -.·· -- 6210: . 6260" 6250 DATUM ELEV 6230.00 <o ~ • ~~ ' ~ •• 0+00 ') '>~~ / I I ! ~·'J--,-J~~--1--,µ_.,,,f.,.,/i-•l.4JL,-c:~ ~+-~Y-c+.""'~-/-,L~~.~ .. ~~.f-~f--1'•""',/--j-,,f.. -f--LJ~---l-- -+--.. .. -<0,__...~*"AA-""t -.L+.. 4-"kiif ---ft..•+ ... ~-l.,lf·--4"-' t_g;=t~ •• . ' ' . .-: .. · 111 / ;~f ' . / 11 ///1 /-l-:-ll;;;o,..c__, __ , __ ,_·_·_, __ ~,--~ .'-.... -'-,-_:-_i"·"'i~.i-.. -.__.,,.··- ;:'---.. /--.. L-.-.l-... L ...... L-: .... / A . . .· ./ .• .• . L / --1' .····· / .;·~----.:._·~---~·.;:: ___ .. ~ ______ ...f. .. _ .. --; ~.-"'·~---.-.. _,.-::.------.. :::·--::.· __ ---.-.--""~', [/~ ----/--_ _i ---7'~ ---1~ --1.:_,/ I .-, ,, " P11 StA ·.;. ·r·+4SJ7 P~ REV -fi2JO.fJJ A.O. = 6.00 K = 26.00 1_/ .... -r ,1 /\ ...... ___ .. .... / __ .. ------t--.. -----.. ! .. -·· · i · · · .... +-··· GRAPHIC SCALE ~70 " i r -~ ( !N rEET ) ·'' ~'-------''------'--156:00' 1-t:: ---------'-----.;'. ! lnch • 20 It. _ pVC o 2.991' tJJ.61 LF B . ~~ ~~ •• 0+50 • ti <::i ll;) '~ -~ : r £XISTING CENTERUN£ ELEVATION I I F!NISH£0 :CENTERLINE EL(VltTION ' -~ ~~ <::i ~ ;;; !;)\ ~~ ~~ "~ ~~ ~~ 1+00 1+50 '-0 ~ -~ ~ ~~ ~~ ~ -~ ~ 2+00 ·.~ c -~ --~ "'i«i .. ~ ~~ ~~ ' •• 2+50 3+00 ·c-rAJ t". 1• -_2o • HORZ. ~ 1·-5• VERT. • ~~ • ;;;; • ~ ~~ ;6260 "6250 ·5240 DA TUM ELEV 6230.00 . ~Sj " ·~ 0 ~o ~ -~ i NO,,.. I 18 w. 6TH STREET , SUITE 200 PINYON MESA ~ PRELIMINARY 6 SCHMUESER GORDON MEYER §. 'I GLENWOOD SF>RlNGS, COLoRAOO B I eo I NW- BER PRCLIUINARY Pl.AN SUBMITTAL ~ FOR (970) 945-1 004 FAX (9701 945-5948 ~ CONSTRUCTION SCHM UESER I GORDON I MEYER ASPE N, COLORADO (970> 92S-6727 p RELIMINARY p LAN 1.......::.:::.:..:::.:.:~:.::.:.:.:.:..:~.J..:::::·~-~o~·~·!·!·:·!·J1C::•~o :·~·!·:··:::::·!·:::~~c:R~E~S~TE~D;_!B~u~TTE:::::~·;c~0~<~9~7~0~)~3~4~9-:5~3==5~s:...~.1.~~~~~-=:..::.:::::.::.:.:.::.::...:.:.:.:~:...~:...::.:.:::..:..~~~~~..t::::t:::::::::::::::::::::::::::::::::::::!::::::1:::1.~~~~~~~~~~~~~~~_J~:::::::'.::::::::i::...~~~~~,) l 7 7·· ) ..... \"° : i I I : .... I :' I .··· ~--··· ,.., , ... ' I '. I ' I : I ' I : I ~ : ' I -~-~·~-----~-~---J : .... I :" l/ t:" ; .-1 /l :.1 ,, ' t--. 1 ': ~ \ I \ : . :'i i : I / I ' I _: I _: : ...... J./ ., i I : __ :·~---~----~-~--~-----~--J I:· ..... j···· !/ 3 .. ···' .... 3 ..... · ..... /· ! ........ 11 I.·' ; I .{ : I ··: : : ! ! ! ! : I :I : : : : .... •i '-~----_j. _____ .;.. ____ ..;._ -----_! j .... ··· '-O'S ----'-----·--.. -·' --~.'---.' ---¥---~ ....... _..,._- .. J ... .-·'' I I ;\" I _.· : 'o"' J· (5. .. 5 .......... J. I I ,.., ,.., . : . .· / . : l / : .l ' ... · i / !/ I :' ... ~ :.-: : t f : .. '/I .: : /: : .... : : ___ ,L ___ f. ____ /-----/-----/~----.J .. [ ..... / r /;,6 r1' t: il ·: : I : i I I j ! : : I ! \! : :: L~---L--l---~---~---J ___ L_J ___ f ... 1 ..... l __ /_ -... '--/·-· -~/--. ....-_--'......,J"'l-c-_ c-~c--~-·-c-. --~c--Ltt::-_ ----"~:~_-_c,.._~~~--=-"°'-_.J'-r-J...i--~ ~ ~ ~ i--~1=i ~3¥-~--.... ....................... //.·····f: ... ······· . ..l .... / '.··········/ ~~i!;;'.5 ..JC)~Ktj _. .········· .. ___ L ____ / __ ~·L, .. l/ .. 1 .. ·: i.· .... . ··1 '1 ... I :' ... .. t.· .... ... r 6305 6295 6285 6275 6265 OATCIM ELE V 6255.00 3+50 l / .... ·. I .· /. . : ·., '\-. . ~ ;«: Qj ~·~~ j .............. .····· ...... ···· ··i/ ....... . ........... . !· .. ··· . i .. · .. ····· ....... · .... }····· ......... l ' /~!~~ t ~./~.r-..:~·-~.-..... ~·;_~_" .... ~'.·.·-/-.... ····-'---· ... ··-----.... ···'_ .. ___ .:,·'_'_,: .· ...... .... .... .... .. ···· .... ..· i i ; • ! ~ ',::-... -....... ~ .. :~-----,/--~------.. ~---J ... --~ ........ -.·_;':·,i ~~"" ... ······ .. ,, . .., l2. ... ~: --: . I t ... .. ... ;,~----7:...----: . ..:·----..l-------~-,:. ..· .... ·····'•'ti f"'_,·.:_ ___ -:-7·.::. _______ 7,_·::.------::.:-·::.~ t······ ;--------j---"T---.:...---.;.----11 ~ ....... ·.·.'1',·.·.·.·.·.::.... ..··· .[:,·.·...... . .......... ·::· ....... .... ... · .. ··.· .. ·.· .. ·.·.·:· .. !: .. ·.·.·.·.·.·.·.·.·.·.·.·.··: .. ·········· ... ··: . . .. . : ........ :, ..... :.t::,·.•.•.:· .. ::::·:·:: .. J ·' · ..... :,j'' ... ·(·······:· ... --·.·.1~': ..... ········ .···· .·· .. · ... ··:r:, ............ ········'I':·····.·.· ... · ... J::, ....... ····· r::,' ..... '.-$ Ir ..... / ·. i,/.·.·.·.1i ········.•.•.·.:.• .................. / / .. ·.·.·.··.·./_.>· ···••_I': ......... ·.·.·.· .. ·.· I ' v ;/• ·· ·[..· ... · .. .... ·-:t .. •·· I ....... ! . i I . i ..... ...... .· · .f .( .. f /i /] 4+00 4+50 5+00 EXISTING C£f/TERLINE ELEVA TfON FINISHED :CENTERLINE EL£YA TION 5+50 .•.. 6+00 6 +50 . ·. 6295 . :· 6285 ... :· 6275 ..•....... : 6265 . . ·. ·DATUM ELEV 6255.0D 7+00 7+50 GRAPHIC SCALE ~-.J --'! j i i ( IN FEET ) l Inch ~ 20 rt. f ~ -PRELIMINARY 6 SCHMUESER GORDON MEYER p1r°J\TVO'N ifVC' A NfjfR-RE:vtSION DATE BY Job No. 01502F R' n11 ~ ~ NOT I 18 w. 6TH STREET, SUITE 200 11v1 I JJ'.l.LJO.fi. PRF:lfMINARY PLAN SUBMITTAL 6/1/06 NEK CLIFFROSE WAY Drawn by: NEK r ~ §. FOR GLENWOOD SPRINGS, COLORADO 8 I 60 I t;Da::I:::-•.. ---;-:, /;;;::'2;:;'~ /.~-----J ~ ~ c970J 945-1004 FAX c97a> 945-5948 piDvTl"~II"°J\T'.ARY p•rAN P'LAN & p•no,171 rrE . J/. 7/06 -... ___ c __ o_N __ STR ____ u __ c:n ___ o __ N ____ .... s_c_H_M_U_ES __ E_R_l_G_o __ RDO __ N __ l_M_EYE ___ R .... _A_s_P_EN_._c_o_L_O_RA __ D_0_(_9_7_0_)_9_2_5_-6 __ 7_2_7 ____ .......... ____________ 1 __ ~_-fl __ . .1.J ___ 1 __ r.i __ .1 __ v~ ___________ .l...l ________________ ..... __ ~----------------------------.....JL....--....L--..L-----------------Li----1--',1_ • .L ____ ..... ~oc.~:------p-~------..Lo-~----------~~ E N GI N EE RS I SUR V EYORS CRESTED BUTTE, co (970) 349-5355 l-Fi-,1-•• -. __ __, _____ ... ~ PRELIMINARY NOT FOR CONSTRUCTION 6 SCHMUESER I GORDON I MEYER E N GI N E CR9 I SURVEYORS ., ..... I.: , ... ,.-.. , ., : .... I_.- .( I . : ~() : '()'\. .V : ! //. /,' 1 .-· . .-y ..... . -. ... : ....... I .·· I .-' I _: l/ -;r 6320 · 6300 : 6290 :. DATUJf ELEV SCHMUESER GORDON MEYER I I B W . 6 TH STREET, SUITE 200 GLENWOOD SPRINGS , COLORADO B 160 I C970J 945-I 004 FAX C970J 945-5948 ASPE N , COLORADO (970) 925-6 7 2 7 CRESTED BUTTE , CO (970) 349-5355 6280.00 7+00 ~~ ~ o; ~~ 7+50 EXISTING CENTERLINE ELEVA-TlON AN/SHED ·CENTERLINE ELEVATION <o <o <::> ~ ~:;i <o ~~ 8+00 PINYON MESA PRELIMINARY PLAN ./ STA. 8.+78.58, INSTALL FIRE HYD. ASSEMBLY . . TOP 6" TEE 6298Jf6: Tl?AFFIC FLANGE El. 6304.47: ·. 5-"AL r_. 1" = 2o' HORZ. ._.,... c:. 1• = 5' VERT. '6310 '.6300 ;6290 , ... '' DATUJf ELEV 8+50 NVM- BER ~ ~~ ~ ~~ 6280.00 REVISION IJ PRELIMINARY PLAN SUBMfTTAL DATE BY 6/7/06 NEK ~-----.J •• CLIFFRO S E WAY PLAN & PROFILE GRAPHIC SCALE .. "' ·r .. I I I ( IN FEET ) l Inch .., 20 rL Job No. 01502F RP12 ~ Drawn by: NEK ~ Doi~: 3/27/06 ~ (JC: PE: OF i File: PRELIMINARY NOT FOR CONSTRUCTION ·. I ············~ :··········· ........... . ··········· ....... : .. . : ··· ... ·· ......... ! .... . : •••• I ······-····-.... r ... ·-------1 ·~-----1 ··-~·--·. ··.. . t ... · ... .. : ······ ......... . · .. · ... ··~· .. : .... : '·. I •• •••• I ·····I······· I I I . . t · ·s:r-.. i.'.·tu9·04 . · .. ·.. GJ...IFFROSE WAY= ·· .... ____ .:::o~~•· ···· .... S,.TA:O+OO JUNIPER HifLLANE, . ----··_·· .. .:..:·---- -·.. . ··B~x .!J.~·;;···~; ·~.-c.~(3/lJ( GA 7t""VAlkf:$ ·· ~rzguiI.c~Z~~~ ·········· ........ L..... sr~y;:~i-·~ ·····..... : · .. ·······:··· ···· .......... . ·············--........ ~.· · ... ··.. ·········... ··-... ____ : I •·••• '··..... '····.,I ··--. : ········--...... ····· ....... _ ······....... :··. . ··············-.,l.__ · .. '• ( ······-.... ··· ... _ '···... ~ ·········· ..... ! .. :::::.·.·.··········.~:.·.·····.· .. ··· ....... ···1 .. . ····-1 '-._) ·1 ··-..... __ .......... : .. . ·····-....... '"··... . . I . . ··. : ·... ·1 · .... ············· ..... · ...... ! ····l ·--...... '··... : I ··. I ·. .. ··-....... L. ------~-.:.:-..... _______ :.:.·..::__ ______ ..:.·:__. ______ ~·~-~j ·· ... ··.. . . . -~ ····· .... ·······.......... ··························· ... ··. «_,, : : ....•.••...•••..•.••••••.••••.•• .••••••••• •. j ····························· ··························· ····· .............................................. ········· ···r··. . I ·., I ··r i v ···. I ···· ··I · ...... 1' ........ · ... ··•·· :, ····· ..... I t\.·/'-. : / ···. ·!. ,.'\j ' ..... :.• ······· ·· .. ! ...... ~· .· .. s .· ·r ···i : ;~~)3a/ .. ··/ .................................... · I I I / : . ..,t···· '!··.. ..... :················ ! I .. •··· I ~-----________ ..:.:· .... ---... ·.:.:.·~ -------~..::.:.:.. .... ·?---------~ ••. ···•• STA 5+4849 1 0/5'4 SO"R . .. ·· .. ···' ... ····················'·· .. ····~;A~~:67.B{/ , .· ~ ..et)QT TYPER ·\. \ .·· ~·. DRAIN INLET .... ········ -:"..> · .... -----_,____ ·j6• CMP 7 . - .............. · ······· .... · ..... ····· ~.~····"·_···_· -<--'-"-- ,.~.'II'······ .. ·····~,._,.····· ....... ··· . .. .. . .. r .... i ~~~~llJ-1'tH-"~~'E'l'--IHt-IM!l.+-'+..:::'.""~ ·.·!It ·· 1· :::< l i.~~! :: ••. \~ •••••.••. ~.~1t~ ••................ -· ... ·········· 0" ...... ··· _ .... ······· ... ······· . +> . ________ I ---::~.~-~-~.1.. I ············· ..... ! .. .. .... 1.·· ....... ,. ··············· .... l ;·· .... '·.:.i I I r I I : : ~ f ~ : : , '"'----_ L __ ~-=-::·=:.:=::~ =·::-~:!_ --~---~ -_j ~-_! __ [ _ -----~!::=::·=~:=:_:~:=::::=-::=:_~ ----~J. ~ . . a . ~ ~ 6290 · .. ~. PV1 STA = 0+72.92 "" "" i::i ?VI iliv "=~ 6281. 74 :X'<> o,·r.;; ., 1 ~ ~ A.O. = -8.00 . ~ ~~ ~I~ K = 1:.00 . ~ i::ict: ~ '"w-· ----~---96.oo . vc ----~-----i ·"~~ !\;.' ~ ~111 ~00% CQ CQ 6280 '. ;_..-----.-. ,..... -. -. ----~-. 1.44.00' vc -.----~----~----, LOW POINT ELEV ·= 6268.25 LOW POINT STA ;,, 2+6 7.82 PV! STA = 2+19.82 PV! ELEV = 6267.05 A.D, =· 12,00 K = 12.00 ~ ...; "' 1- """ ~ §;i ~ "' .... ttj ·~ w ~ ~ 6270 '. . -. -........ . -:;------~ 6260 : DATUM ELEV 6255.00 6 SCHMUESER I GORDON I MEYER E N GI N EERS I SURVEYORS <::> ")R "' ... :;;~ ·"" ~~ '"i ~N "~ ~ ~~ ~~ ~~ o+oo 0+50 SCHMUESER GORDON MEYER I I 6 W . 6TH STREET, SUITE 200 GLENWOOD SPRINGS, COLORADO 6 I 60 I C970l 945-I 004 FAX (970) 945-5946 ASPEN , COLORADO (970l 925-6727 CRESTED BUTTE, CO (970l 349-5355 ,,., iG ~~ ~~ 1+00 'I--·~ftf':.i~~}---j · EXISTING CENTERLINE ELEVATION · ~FINISHED CENTERLINE ELEVATION ' , "::;i ~~ "<til; "''.::: ~~ ~.....: ~~ "~ """ ~~ ~~ <o ~ "'~ 1+50 2+00 PINYON MESA PRELIMINARY PLAN "'~ "Oi ~ <o \()~ "'~ [;)o:i ~~ 2+50 NUM- BER """ ttj ~ ~"' «>t;'l ~ "'i2 <>;i a;; ~ <o \()~ 3+00 REVISION PRELIMINARY PIAN SUBMITTAL 1•,,; 20' HORZ. 1· = 5' VERT. <o ~ ":~ Oi Oi R ~ ~ <o "'~ ~~ 3+50 DATE BY 6/1/06 N£K "' c:::i " ~ I I : I ·r· : I .... ···:· · .. I : I I I 1 _____ _ . ... ····· ·········-... i------GRAPHI C SCA LE "' ! '··· ... t: I 'i"'i ·~-"~f!J.."~iiiiiiiijlj~~~iiiiiiiiiiiiiiiiii~~~~~~~~~~ ··········· ... ! L M M i i I COOT TYPE j;;·:· ··· ... I J?RAIN./NLET ! · ..... STA: 6+23:·~3 I SAGE MEADOW0(?1VC= TA-3+6826 I ··· .. JUNIPE8. HILL L~NE. ··.. .. . I 8"x 8" lff, ·· ... , ...... ···· I (3) 8" GA 7F VAL vcs . "w/"THRUSl..{JLQCK AND MEGALUG!;·'·~.-c.c:.~.: STA:l+4S . .J9, O/S.·5 . .50'L r------ 1 I ............................. ! I I : ·····-...... : .. ··· .y··· ! ···!'" : I I I I t~----··-...... "··· . '················· ·····\;·:::.·~-~~ .. .......... J • (· .. ( IN FEET ) I Inc h = 20 rt. Job No. 01502F R' n 3 JUNIPER HILL LANE t;;:Oro;::wn_by:~7-77,N.~'EK,___.r_l----I PLAN & PROF/LE Oate: J/27/06 QC: PE· OF Fim: PRELIMINARY NOT £XTENO NEW GAS LINE TO CONNECT 'MTH EXISTlNG SYSTEM ON COUNTY ROAO 11'4 •. .• ··.<: ..•. 6 FOR CONSTRUCTION SCHMUESER I GORDON I MEYER (.N O I N IEC "s I 3URVEYORS .. :,.,,,, SCHMUESER GORDON MEYER I I 8 W . 6TH STREET , SUITE 200 GLENWOOD SPRIN GS, CoLORAOO 8 1 60 I (970l 945-1 004 FAX C9 7 0) 9 4 5 -5948 ASPEN , COLORADO (970) 925-6727 CRESTED BUTTE, CO (970) 3 4 9-5355 ·:;.,,.. .: ... :·: ~- _./"' :··· '.>" .. ? .. . =~: ········· ~---·-~' PINYON MESA PRELIMINARY PLAN NU.- BO? /." / . ........ './ PR"£UUINARY Pl.AN SlJBM!TTAL /)"' 00-01-06 6 BY JK L ·':,;' ..... • I ' I 29. I .I \zi.~·_scN. . . . "' .-..1 ' --GRAPHI C SC ALE . . . I I ( JN f'EET ) l inc h -60 <L LEGENDS ~ CONTROL POINT ~ FIRE HYDRANT (!J SEWER MANHOLE <J THRUST BLOCK ~ WATER VALVE I TYP£ 1 DRAIN INLET D TYPE R DRAIN INLET ii WATER SERVICE .,,, UTIUTY POLE [I] ELECTRIC TRANSFORMER PROPOSED T£l£PHON£ UN£ __ , __ , ___ PROPOSEO ELECTRIC LINE T ____ " ____ PROPOSED EL£CTRIC/T£L£PHON£ LINE __ , __ , ___ PROPOSED a.lS LINE __ ,., __ ,., __ PROPOSED e· S£1\'ER UN£ __ ,.,. __ ,.,. __ PROPOSED 8" WA!FR l/N£ ~/!<---O'olfRH[AI) POW[R LINE __ ,.,. __ ,.,. __ EXIST/NC 6" WA?e"R LINE ---·~---EXIST/NC 4" FORCE MAIN LINE Job""' 0 1502 UTILITY Drawn by: NEK UTJ Dote: 3/27/06 MASTER PLAN IX• Pf:· OF FJ.: PM-Vr i ~ ! I PRELIMINARY NOT FOR CONSTRUCTION L 6 SCHMUESER I GORDON I MEYER E N G IN EERS I SUR V EYORS SCHMUESER GORDON MEYER I 18 W . 6TH STREET, SUITE 200 GLENWOOD SPRINGS , COLORADO 8 I 60 I (970l 945-1004 FAX (970l 945-5948 ASPEN , COLORADO (970l 925-6727 CRESTED BUTTE , CO (970) 349-5355 PINYON MESA PRELIMINARY PLAN INSTALL PRV STATlON. SEE DETAIL ON SHEET 02 NUM- BER REVISION PRELIMINARY PLAN SUBMITTAL DATE er ()6-{}1-06 .JK GRAPHIC SCA LE ~-~ -· i r T ( lN FEET ) 1 inch -6 0 fl LEGENDS !J:-., CONTROL POINT +, FIRE HYDRANT C!> SEWER MANHOLE <) THRUST BLOCK ~ WATER VALVE II TYPE I DRAIN INLET D TYPE R DRAIN INLET i WATER SERVICE 'Q, UTIUTY POLE [Q] ELECTRIC TRANSFORMER PROPOSED TELEPHONE UNE ---E--E---PROPOSED ELECTRIC LINE: T ----El----PROPOSED ELECTRIC/TELEPHONE LINE ---c--c---PROPOSED GAS LINE --N8"S--N8"S--PROPOSED 8" SE:WER LINE: --NBW--N8-W--PROPOSED 8" WATER LINE ----0/HE----OVERHEAD POWER LINE --£6W--ff'lf--EXISTING 6" WATER LINE ----nu----EXISTING 4" FORCE MAIN LINE .Job No. 01502F UTZ UTILITY Drawn by: NEK MASTER PLAN Dote: 3/27/06 OC: P£· OF File: PM-UT ~ ~ ~ I MAGNETIC TRACER TAPE COLOR CODED BLUE WITH ifATER LINE LOCATED BELOW" PRINTED ON TAPE TYPE "JM SCOTCHMARK" OR APPROVED EO/JAL SLOPE TRENCH WALLS FOR SAFETY PER CURRENT OSHA .t COSH. REQUIREMENTS COMPACTED SELECT MATERIAL OR CLASS 6 ACCRECATE AS DETERMINED BY OWNER W/ COMPACTION DENSITY OF 95.'!r PER ASTM 0698 -----CLASS 6 ACCRECATE BASE COURSE COMPACnON TO 95X PER ASTM D698 !} PAV!"MENT REPLACEMENT SHALL MEET EXIST/NC THICKNESS AND KIND WITH THE FOLLOW/NC MINIMUMS: ASPHALT SURFACING = J" MIN., ACCRECATE BASE COURSE = 8" MIN. 2) BASE COURSE REPLACEMENT SHALL MEET EXIST/NC THICKNESS WITH THE FOLLOW/NC MINIMUMS: ACCREGATE BASE COURSE = 12" MIN. .J) DIRT / TOPSOIL PLACEMENT SHALL MEEET EXIST/NC THICKNESS ANO KIND WITH THE FOLLOWING MINIMUMS: 4" TOPSOIL. 4) SELECT MATERIAL AS FOLLOWS: 6" MAXIMUM SIZE IN TDP 12" OF BACKALL 12" MAXIMUM SIZE IN REMAINDER OF BACKALL TRENCH CROSS SECTION SCALE: 3/4"= 1 '-D' GENERAL SEWER NOTES: 1) THE APPROXIMATE LOCATION OF ALL KNOWN UTlunES (WATER, SEWER, GAS, PHONE. ELECTRIC, CABLE, ETC) ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION ANO DEPTH OF UTILITIES BEFORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION OF UTILITIES OUR/NG CONSTRUCTION NO ADDfTIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN DRAWINGS. 2) FOLLOW ALL CDH (COLORADO DEPARTMENT OF HEALTH) REGULATIONS FOR WATER AND SEWER LINE CROSSINGS. J) THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING ANY DISTURBED AREAS IN ACCORDANCE WITH SPECIFlCA TIONS. 4) 5) 6) MARK ENDS OF ALL SEWER SERVICE LINES WITH FENCE POST, 3-WAY SWING TIES AND DEPTH TO SERVICE CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN ELEVATIONS SO THAT GRADES CAN BE AO.JUSTED. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 7) PLAN VIEW DISTANCE BETWEEN MANHOLES IS CENTERLINE TO CENTERLINE OF MANHOLES. PROFILE DISTANCE AND SLOPE BETWEEN MANHOLES IS FROM INVERT OUT TO INVERT IN OF MANHOLES (CL TO CL MANHOLE DISTANCE MINUS 1/2 INSIDE DIAMETER OF EACH MANHOLE). 8) THE SEWER MANHOLES SHOWN IN PLAN VIEW INDICATE THE LOCATION OF THE STEPS WITHIN THE: MANHOLE: AND MANHOLE: RIM LOCATION BY A BLACKENED CIRCLE THIS WILL BE THE REQUIRED LOCATION FOR EACH MANHOLE SHOWN. 1/4"~ .. F~~- . '. <,l ___ __. I -~~---- DEAD END WYE SECTION GATE VA L VE L TEE 90', 45·, 22.5', OR 11.25' ELBOW, HORIZON TAL OR BOTTOM OF VERTICAL SIZE ELBOWS rrrs & GATE (INCHES) 90· 45· 22.5' 11.25" DEAD VALVES (SO. FT.) (SO. FT.) (SO. FT.J fSO. FT.) E:NDS 4 1.8 1.0 0.5 0 1.3 0.5 /j 4.0 7 .2 11 0 7,lf 0.7 R 77 T.8 2 .0 1.0 .'>.O 7.4 10 fl. I 6.0 J.O 1.5 7.8 4.5 12 16.0 8.6 4.4 2.2 11.3 7.3 14 21.7 11.8 6.0 J.O 15.4 11.0 TABLE OF BEARING AREAS IN SQ. FT. TYP. CONCRETE REACTION BLOCK DETAILS STAINLESS STEEL STRAPS (2 EACH SADDLE} SEWER SERVICE FROM BUILDING CRADE 1/8" PER FOOT MIN. PROFILE 1) IN-LINE WY£ FDR EXISnNG STRUCTURES 2) WY£ SADDLE FOR OTHER SERVICES. J) BACKALL UNDER WY£ TO BE SCREENED ROCK OR CLASS 6 AGGREGATE. 95X COMPACTION DENSITY PER ASTM 0-698. 4) MINIMUM COV!"R -5 FEET. STANDARD SEWER SERVICE CONNECTION DETAIL N.T.S. r' THREE PIECE ADJUSTABLE VAL!lf' BOX z' 160 WIDE OVAL BASE CATE VALllE' TYPICAL GA TE VAL VE N. r.s. NOTES: WATER MAIN I. IN UN£ VALl-f"S TO BE MJ x MJ. D£S/CN LOCAnONS OF VALllE'S ARE OUTSIDE OF CONCRETE, CURB/CUTTER ANO VALLEY PANS. 2. INSTALLED VALITT WHICH CONFUCT WITH CONCRETE AREAS SHALL B£ RELOCATED AT T11£ CONTRACTOR'S EXPENSE. J . T111S DETAIL 00£S NOT APPLY TO HYDRANT ASSHIBLY VAL~ 4. OP£RATINC Nl/T EXTENSION SHALL BE PROVIDED PER DISTRICT REQU/RERMENTS AS PART OF THE VALl-f" ASSEMBLY MH FRAME »ID COYER HS20 LCW>ING RATED OR EQUAL 9) ALL KNOWN SERVICES WHICH TIE INTO THE EXISTING MAIN ARE SHOWN. ANY SERVICE WHICH IS NOT SHOWN BUT TIES INTO MAIN SHALL BE REPLACED AND TIED INTO NEW MAIN. MIN 12• COMP.¢TEO J/+t--: · · .. ·. • _ · . SCREENED ROC< .J-_ • · PRE-CAST MN+IOl£ ~ AND FlRSTBARREl.SECTlONCAST MONOUTHIC A$N-C471S 10) REPLACE ALL DISTURBED ASPHALT WITH J" ASPHALT AND 8" CL 6 BASE COURSE. ALL ASPHALT WORK SHALL BE PERFORMED WITH A LAYDOWN MACHINE. PRELIMINARY NOT FOR "' CONSTRUCTION 6 SCHMUESER I GORDON I MEYER ENGINEERS I S U RVEYORS SCHMUESER GORDON MEYER I I 8 W . 6TH STREET, SUITE 200 GLENWOOD SPRINGS , COLORADO 8 I 60 I C970l 945-1 004 FAX (970) 945-5948 ASPEN , COLORADO (970J 925-6727 CRESTED BUlTE , CO (970) 349-5355 ~ SECTION@ 1. N..l CONCRETE WORK SHAU COMPl.Y WfTH Ut.TEST ACl-31 ! SPEQACATIONS STANDARD MANHOLE PINYON MESA PRELIMINARY PLA N NOTTOSGALE NUM- BER REVISION PRELIMINARY PLAN SUBMfTTAL 4' AS REQ'O WNECT ~LVE TO TEE 'L PROVIDE Tll'V 3/4" CALV. nE RODS W/ EYE BOLTS HYDRANT DRAIN PIT. 27 CUBIC FT. OF 1-1/2" WASHED ROCK MJ x SW/Vf"l SEE CONCRETE REACTION BLOCK DETAIL NOTES: 1) All JOINTS FROM MAIN TO HYDRANT SHALL BE RESTRAINED MECHANICAL JOINTS OR flANCED JOINTS. 2) HYDRANT. VALl-f" AND RmNCS TD BE 250 P.S.I. RATED. J) POLYUHYE:NE l+?'i'AP SHALL COVER D.lP. ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4) All HYDRANT LEAD PIP/NC TO BE 6" CLASS 200 P1-C C900 5} CENTERLINE OF HYDRANT TO BE 4 '-0" FT?OM BACK OF CURB UNLESS OTHERWISE NOTED. FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL NTS COMPACTED 3/8" SCREENED ROCK ---~~- DATE 06-01-06 COPPER SERVICE LINE ---~.,.._~_,, UNDl~bY~BED SERVICE STUB-OUT BEDDING TYP. NOTES: NTS PROPERTY l/NE OR AS NOTED ON PLAN "'-__..,;o--.___ TYPE '"K" COPPER SERVICE LINE (coNnNuous) 6' STEEL FENCE POST. TOP ONE FOOT OF POST PAINTED BLUE ~ ~ ei ~ ~ S RN/SH GRADE ELEVAnoN 1 1/2" mESCOPIC CURB BOX 'LACE "JM" OCATING O/SK URB STOP b COUPLINC /1;,0NNECT SERVICE / TO BUILD/NC CONCRETE BLOCK BEAR/NC ON UNDISTURBED SOIL 'RAP MINIMUM 3' OF COPPER SERVICE LINE WITH POLY WRAP AND SEAL WATER SERVICE DETAIL NTS I. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE EDGE OF EASEMENT-WHICHEVER IS CLOSER TO THE MAIN BY Job No. 1502F JK WA TER/SEWER Drawn by: JK Doi~: 06-05-06 DETAILS OC: PE.· File: ()£TAllSH££TS D J ~ ~ ~ OF i PRELIMINARY NOT FOR CONSTRUCTION 8" CAr£ VAi.YE" (HORl.W..Lr Ct.OSCD) flf.'VAVON a· 8"IPASS (DIPJ "-4 • 0.1.P . •.. PRESSURE REDUCING VAL VE VAULT DETAIL N.f.S. [ · / • • "b .. • VALLEY PAN DETAIL SCALE: rY2·-1'-0" 6 SCHMUESER GORDON MEYER I 1 6 W. 6TH STREET, SUITE 200 GLENWOOD SPRIN GS, COLoRADO 8 I 60 I C970l 945-1 004 FAX (9701 945·5946 SCHMUESER I GORDON I MEYER ASPEN, COLORADO (970) 925-6727 El<GfHCCR" I SUHV£VQR" CRESTED BUTTE, CO (970) 349-5355 a· !IO" B£ND TYP. rP>D;c..Lr ~'Iii-.--.,;. ·111 . L~~. .::._J CURB AND GI07fR (4 " /ilOUNTABlE 2' CU1T£R) W -CHANN£l ttlOTH 0 -H#'RAP DCPTH i;.,-~ROCK SIZC H-~OPE 12"-PNYON ~ QIMof" STll O+OC1-7+DZ.9J 11'-AU. one "lt'.MOllNrs ' ROAD CROSS-SECTION (w/ CURB &.-GUTTER} NO T TO SCA/..£ TYP. EMERGENCY ROAD CROSS-SECTION OIAGONAJ..1.Y Sl.Orr£0 CRATE Sff NOTE /2 TOP OF Cl.IRB Fl..OWUN£ NOT TO SCALE REFCRENC£ POINT ON PLAN WW$. C£NTERUN£ AT 8'4CK CURB, WITH STA./OfTSET B PLAN '. A LIP OF GVmR NOT£$: r) FRAME. CRATE .t CURB !MET ro 8£ OCUfR rotJNOffY, INC. /2046 OR APPROVED £()UAL 2) OOVBlE INL£T f1Wtl£. CRATE .t CVR8 /Nl£T TO BE O££TUl FOIJNORY, INC. /2046 OR APPl?O'l£D rotJAL. (ABUTTINC Slf)£ f1..ANCCS TO 8E OM!7T£0 TO FORM OOUDL£). TH£ CONC~ BASIN FOR TH£ DOUBLE INLtr SIW..L 8£ T1i£ SAM£ AS" SHOWN. D<CEPT THAT THE OYfHALl WIDTH OF }f~~ A-A SHAU.. 8£ 6'-10• RATHER ~ .J) f"fWtlE .t GRATE SHALL 8£ ASPHALT PAJNT-OIPPGJ BY AIANUFACTUR!"R. 4) PR£CAST ~ AfJJUSTMENT RINCS (IF REOUIRED) SHAU BE CROt.JTW IN PU.Ct 5 ) PIP£ ENOS ARE TO BE TRl/il/11£0 Fl..USH WITH THE INTERIOR WALLS. 6) SET GRATE W/ CONC. f..EV£LINC COURSE TO ~TCH LONCITUOINAL SLOPE OF THE RGW. REHRENC£ UN£ RUUt TQ Pf..NIS FOR SIW.E O/MOISIONS fN CACH lDCAr10N. C -MIN. CONTNNMOfl O€PTH D£PffSS CR<" -GCOl"EXTr.C TQ 8C INSTAUIO P£R CNOSION tXJNTWOI.. NCTTINC OITMS. R£FER TQ SP£CS fOR NIPRAP MATERW... GRADATION AllO !NST~nGH RffJ"rs. BIPRAP SWAJ f NOr rt> SC-11.0 NUM-REWS>Oll /il/N. 8/8 1· WEI.OU} . WIRE Ii/ESH .lb -_ , :.,___ .• ~~.JI J·-o- ,. f---"Jc"=-•"-·---1 ,. SECTION A-A J{g; 8J!;%W PRECAST CONC. BASW SECTION 8-8 DRA IN INLET SCALE.: 1/2"• r·-o· ., .,,,,,. 1502F °'" PINYON MESA ""' PRE'UAllNARY Pt.AN SUBMITTAL 06-<Jl-06 " WATER, DRAINAGE & Orown by: JK ROADWAY DETAILS Oat.: 06-05-06 PRELIMINARY PLAN ""' "" ni..· OUAJLSHErfS i D2 I I OF I