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Home My WebLink About1.09 Off-Site Road ImpactsSECTION 4:94 OFF-SITE ROAD IMPACTS Section 4=94 Off-site Road ImPacts Pinyon Mesa is a portiol of-tlg Los Amigos Ranch PUD which was originaly upprorJJLy cu.n"ro Eounlv r]nder Resolution No' 8t-358' The pUD was subsequentty ameno"J rna"r Resolution No. 96-34, A Resolution concerning approrur oiln" Los Amigos Ranch Paftnership application for .;;ffi;E[t to th; i"; Amigo Ranch Planned Unit Development zone iext, puD Pla;no o"-r"topment Plan' A number of conditions were placed on the #ir"""r oi tn" Amendment to the PUD including u .onos,tion regarding'IJ.J impacts that reads as follows: ..At the time of each Final plat approval, a fee shall be paid to the County in such an amount ui tfiu'll be established by the Board pursuant to a road impaci unurviit to be accepted by the County atthetimeofeachpreliminaryPlan.approvat.Suchfeeshallbe, assessed as a per unit roiJinipl.ir"6'oJseo upon the estimated cost of two lane improvementt to County Rgaq'114-from its intersection with the highwiy frontage r6ad adjacent to Highway g2 to its intersection with-th6 entry iogd to Auburn Ridge housing project. The road-irp"4 bnalysis accepted by the county above, as the rur"-rlv be from time to time modified toreflectcurrentcosts,shallbeincorporatedintoallfuture analyses used by the corriav in qr"ndifying road impact fees in the Counry Road rr+ colriO6.' p-ayment oT said road impact fees shall be expressly condiiionuJ rpon the assessment by the County, at the time of Final Plat, or propoftionately equal road impact fees upon ail subsJq;;;iry gfye'rrcneo properties accessed in whole-or pJtt UV County Road LL4'" The Garfield county Board of county commissioners' under Resolution No. g7-111 established roao iirpi.ilr..1for various areas of the county. That resolution *.r iu-uiequently amended under Resolution No. 98-28, and new road impact fees were adopted' PinyonMesafallswithintheareadesignatedasAreaNo.l0inthat resolution. Traffic impact r".i ro.Area 10 are identified as $195'00 per ADT. Th;;;t;n'M"r.u lr;ffi; irpua study analyzed existins traffic conditions on County R;;J114 and its intersection with State Highway ruo. cz. It projectei rrtur" traffic aeneration for this devetopmentio Oe 766 ADT "i n,iiJ-o't' TFe base road impact fee for this development, calculateO al EfgS'gO per AOf it $149'370'00' This will be adjusted UaseO on tne County's formula for road impact fees' one half of the fee is payante ui rinir plat, and the remainder is paid by the individual lot owner ui H," time of building permit' l#Il$lrlu}[I'J}H[JIUHI;r].ru.r!r !{.1.-- c t STATE OF COLORADO CountY of Garfield ) )ss ) Commissioner Io Mr . Commissioner I,CouotY AttoroeY Clerk of tbe Board 'Interim CountY AdminlstratorMilA MA k B ean when tbe following proceedings, asroDg others were bad aod done, to-wit: RESOLUfloN NO' e8-28 mi ffi#^ffi;#i^#tts *HEREAs, Title 30, Article 2g' Section I33, c.Rs., as amende4 Provides forthe apprwal of alr subdivirioo pr'#-uli irr*, -a p:".'r"r*;;;#"* *"*-i t::t olaos aod plas bv the Board of corrotfEo--ission.* r* t.'*io"orpor.r.ili""! "ra"road co,nty' colorado; I a road imPact fee requirement for wranrar;",Hrl?:lf.".rxi;,',x31;".,1ltrJactfees; subdivisions and a *HEREAS, tbe Board is required to estabrish a road cost based oo a capital Improvements ptan adopted by trr-e no"r4 to establii;;il6t"t ftt for a subdivision; *HEREAS, thc Board has held public meetings to cooside,..t. 3dootion of a Capital rmprovemero ,rJoil,-.,rui.u ro, *il#;;'htt;il"i* tr'ar be koovm as the Garfield "dffi ffid Imiro"ments Plan; _ ,.rL- ,^arrn,rar irtendfied WHEREAS,theBoarddidestablisharoadiopactfeesforareasoftheCorroty,identifie in Resolution No' 97-t I 1 ;t u meeting of the Board of in Glenwood Springs a. t Ata t ular CouotY, Colorado'attbe Courtboue A.D. 19 e8 held CormtY gemmissioners for Garfield ""----t"t=e"$he 19 daY tbere were of Mav t t ATTE$T: redefine the imPact fee areas' Now,THEREFoRE,BEIT.RESoL\rEDbyg.BoardofCorruty.Coromissionersof Garfield co,nu, c;ilr.d";;'i , .r.,iriffir,r..is,h d;,;r'rrv' tggS' tha tbe co,nty will be ,meudea ro oiil,n. b"*.y iotoG" t rmc study "tJito'* on tbe attacbed Exhibit A; Now,T}IEREFoRE,BEIrzuRTHERRESoLVEDbytheBoardthatrheaforementioned arnended traffic ;;t;.". Jr^u ury. r"ffi;i.lft.. uilil te road cosrs and road capacitv bv area ;a.otifi.a"o"J;;;;a rrbirig ;a rn., rh" ".tr. study areas, road cosrs and road capacity may be #rfi;r r, ,.."rrriJ# ;il. d",. if mor, .,-.ot costs and/or capacities are provided ro rhe g"ari,hr.r*U n*". ,irly .*ctual expendin[e of firnds' WHEREAS, the Board bas determined that it is appropriate to amend said resolutiotr to Dated this -z1- daY of t't^Y A.D. 19-9!-. GARFIELD c OUNTY BOARD OF COMMISSIONERS' COIJNTY , COLORADO Chairman Upon mctLn duly made and seconded rhe foregoing Resolution was adopted bY the followio. gYotc: ISS IONER JOHN F MART IN Board'cif'the Aye Ayc Aye STATE OF COLORADO Counry of Garfield ) )ss ) CorurtY Clerk and ex-officio Clerk of the Board of L and State aforesai4 do herebY certiS thatthe annexed Counry Cornmissioners'in and forthe CountY and foregoing Resolution is tnrlY coPied fiom the Records of the pleggsding of the Board of CountY Commissioners for said Garfield Couory, now in my office. WHEREOF,Ibave hereunto set mY hand and affixed the seal of said Courry' EI WIT]'IESS A.D. l9-. at Glenwood SPrings'this - daY of and ex-officio Clerk of the Board of County Commissioners t Corurry Clerk I[#ul$ftl$$TUI'='#$,lJl!l|[IltrtNlr t"lilt Iilil ililt IIll ilil Hlll llllll lll;.,lll!!l LLll Lz:Eis biszvrce8 92:53P 8106E P905 l'l RLSDoRF 3 of 4 R o.o0 D 0.00 GRRFIELD COUNTY C0 r EJfiibit B Traflic StudY Area Estlmated Cost Level ol servlce (Los) Deslgn CapacitY (ADN GosUADT AT,otals/F ee8 70 000Area I E 16,200 $4 4Area1 Totals E 15,723 $276 ls/Fees I 000Area2Tota E 13,800 3112- 16,9123Totals/Fees-3 83Area E 1 760 000Area 4 T ota 36 Tota e 1 7-8c 71 600-8e 1 E 16,917 $104 E t6,?00 s210 E 17,000 $31 E 17,00q slQ4 E 11,700 S6E c 11,70q $61 E 11,70! "8t 8T !s T !s/FeesArea 1 1 c,11 7 2.220,ooo E 11 s190 E 18 t 0 Tota ls/FeesArea 1 3,160,000 E t $r95 E t 6,200 3384 82 +*AllArea8roadimpactfeeswillbe.cumulative,baseduponthealea.inwhichthesubdivision is proposed ,o u" tol-ri.a,-i.e. , if you rir" in Area 8c, the cosr/ADT is the s'm of 8a + 8b + 8c or g31+S104+$6g= S203lebf. gail ,r."-.*VepT is basedin a calculation rsing the formula adopred as a part ortt. subdivisio" R.g,rili";to establisb Road Impact fees' Also for the o,r_or.. of the c"r.Jrdon, Areas s, -Tgb * incruded in all catcurations since they are areas lo*_o' to the city and county rerated to Midtand Avenue and a bridge crossing'to Highway e t $137 8,706,00! 6.220.000 II.llct '"j .--+t ---J I t o a o 0 c I a t ^-..1 o t I lr F o .1. "'lo I l- -,l{ it--, \c\ -..i--!13i t C I { t '\'-i:'- o C t 1 ['I -J. rl ..7;.",:,.. t, I t t t.'tt- : .\.." :n t. h t- C t 'r I I F I. > cJr'- A C, === ==>.:+.--i/)-<-:-- -'- e -:- tr := at: EEEa=a r3=:lE t ESE:tr::E:!:::-::!-3:' =3 iiilIIiI!llr ir !ilii riiii l:'ilfil I t a IIII H t!1= ilni r lr,f ,tcac I!r C'(, Fz)o(J aJula{ILGGc, oo. o GT eo o B r? 5o rt Nro @o,o)7a cl lo G, oFlnlnNln ao rOo or(rt rrl a- -,ra -, a II --,, ,t --, aa -,- - I I i I ..t; tl ! .r-r3-...' 1 :, i. ia:: o I a L.' il ,II It I I I, PINYON MESA TRAFFIC IMPACT STUDY Garfield CountY, Colorado prepared for JOIIN ELMORE II Aspen, Colorado prepared bY '.,'':':,:/ i. Schmueser Gordon MeYer Glenwood SPrings, Colorado May 2006 .: -q{,+dsEL -:- 1 rtsre!.!.+;{L-'' ,;.4 -{ -, * 7 )\I \-II Pinyon Mesa Traffic PINYON MESA TRAFFIC IMPACT STIIDY Garfield County, Colorado .0 INI.RODUCTION1.1 Project Overview:1.2 Site Location and Study Area Boundaries 1.3 "Description of Site........ 2.0 EXISTING TRAFFIC CONDITIONS......,............ 3.0 FUTURE TRAFFIC CONDITIONS WITHOUT PINYON MESA... 4.0 FORECAST PROJECT TRAFFIC.. 4.1 Traffrc Generation 4.2 Adjustments to Trip Generation Rates 4.3 TripDistribution.......... 4.4 Project Trip Assignment..................... 4.5 Traffic Forecasts with Pinyon Mesa... 5.0 PROJECT MPACTS 5.1 Peak Hour lntersection Level of Service... 5.2 TurnLane StorageRequirements....................... 5.3 Site Distance at Pinyon Mesa Driveway ..,......... 6.0 SUMMARY OF FINDINGS 7.0 REFERENCES TABLES AND FIGURES APPENDX A - Traffic Count lnformation & Forecasts APPENDX B - Traffix Output I I I I 2 2 4 5 5 5 5 5 6 6 6 6 7 ....7 .....7 \,, -.Lisl of Pinyon Mesa Traflic :l Existing lntersection Level of Service Summary Future Background Traffic Level of Service Summary Estimated Traffic Generation Ftture Total Traffic Level of Service Summary 2005 Existing Traffic (CDOT) 2011 Forecast Traffic (CDOT) 2026 F orecast Traffi c (CDOT) 3. 4.:, 5.; Table 6. Table 7. List of Fisures Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Figure 6. Figure 7. Figure 8. Pinyon Mesa Vicinity Map Site Plan Existing Traffrc Conditions 2011 Background Traffic 2026 B ackgr ound Traffic Pinyon Mesa Trip Assignment 2011 Total Traffic 2026Total Traffic o o ll Pinyon Mesa Traflic ImPact Study PINYON MESA TRAFFIC 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 (SH 82) in rural Garfield County. fhe approximatelV 60.5-""t. site is located along the south side of CMC Road and is proposld to contain 80 singie-family homes' Access to the site will be provided at one orirn"*"v ro.ated along cMC Road. A second access located closer to sH 82 will be for emergen"y purpor". only and will not typically carry daily traffic' This report was prepared in accordance with Garfreld County standards and follows nationally accepted traffic engineering procedures. This report contains the following analyses: o An analysis of existing (2005-2006) roadway and taffic conditions in the vicinity of the site. o A determination of the volume of daily and peak hour fraffic that would be generated by the proposed development' o A forecast of short-term (2011) and long-term (2026) background haffic volumes on the adjacent street system' o An evaluation of future haffic impacts caused by the proposed development' These impacts are based on the total volume of traffic on the surrounding roadway system 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 necessarytomitigatethetrafficimpactscausedbytheproposed develoPment. This taffic impact analysis supports the information necessary to compute the road impact fee calculations p.o"ia"Ji" epp""ai* A of the Garfield 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 Highway 82 &CMC Road (county Road 114). The vicinity map is shown on Figure l' The limits of the study include the intersection of state Highway 82 & cMC Road and the intersection of the site'i primary access driveway and CMC Road' Major roadways in the immediate vicinity of the site are described below: . CMC Road/Countv Road 114 is the primary two-lane.roadway that connects the Roaring Fork VallerHGh-"y Sr;nidor with -Spring Valley, which houses the Colorado I Schmueser Gordon MeYer e Pinyon Mesa Traflic Impact Study Mountain College campus and mostly limited residential development. The speed limit on CMC Road in the vicinity of the site is 35 mph. The roadway provides two 12' tavel lanes and 2' gravel shoulders. State Highway 82 is a four-lane median divided highway with a posted speed of 55 mph ,, tt. "*rrrty-f m. CMC Road intersection. Classified as an expressway (Category E- x) by the Siate Highway Access category Assignment Schedule (sHAcAS), sH 82 piovides two 12' 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 I180') for this classification of highway' o 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 "pp.o*irnut.ly 60.5-acre site is proposed to contain 80 single-family h9m9s' The site's toiogaphy ,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 82. It is located along a curve in the roadway, but provides adequate sight distance for vehicles tuming 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 TRAI 'IC CONDITIONS Z4-hour 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-hout 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 driveway. On May 34,2,249 vehicles passed by the counter. A recent turning movement count was obtained from All Traffic Data, Inc. for the intersection of SH 82 and CMC Road that included counts from March 23,2005' The existing peak hour tuming movements, CMC Road 24-hour volume, and the current geometry of tit. study intersections are shown on Figure 3. AM and PM level of service estimates *"." pr.puied in accordance with the Highway Capacity Manual (Transportation R;;;;rh g"urd, ad Edition, 2000). For signalized intersections, 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 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. 2 Schmueser Gordon MeYer LEVEL OF SERVICE CRITERIA SIGNALZED INTERSECTIONS Traffic Delay (seconds) < 10.0 l0.l to 20 20.1 to 35 35.1 to 55 55.1 to 80 >80 Pinyon Mesa Delay (seconds) < 10.0 l0.l to 15 l5.l to 25 25.1 to 35 35.1 to 50 >50 : ,ieret of Service i A (HighlY Desirable) B (Desirable) i lC (AccePtable) O (AccePtable in Urban Areas) E (UnaccePtable) F (IJnaccePtable) So wcez Highway Capaciq Manual' 2000 Foi unsignalized intersections, the Highway Capacity Manual defines level of service and delay ;for unsignalized intersections in terms of sJ"*dt of stopped delay per vehicle, which is based on the number of u"".ptuUi"-gupr in the conflicting trhffic stream. In general, the traffic movernents analyzed are those "orri-if.i by stop sign"or-yi"td signs, and the left turn movements from the uncontrolled major street. ftre foUowing tabte reiresents the level of service criteria for unsignalized intersections : 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 str""i upprou"f,. Th" results of the capacity analysis based on existing volumes counted in winter 2005 are shown in the following table' The intersection of SH 82 and CMC Road was the only intersection analyzedunder existing conditions' I - Delay expressed as average delay per vehicle in seconds/vehicle' * Overali LOS ana Delay based on weighted average ofall movetnents As shown in Table l, the signalized intersection currently operates at acceptable levels of service during the morning and aftJrnoon peak hours. The acceptable level of service standard used by rnosli"risaictions Is LoS "C" in rural/suburban areas and LoS "D" in urban areas' Table I Existing Intersection Level of Service Summary AM PM lntersection LOS DELAY I (s) LOS DELAY (s) SH 82 & CMC Road B 13.6 B 15.1 3 Schmueser Gordon MeYer /a )\I 2,n, Fort- 7 Pinyon Mesa Traffic CONDITIONS WITHOUT PINYON MESA traffic forecasts for short-term and long-term time periods were forecast SH 82 traffic volumes found on CDOT's website. Traffic with the existing and future forecast traffrc volumes presented in w Garfi eld CountY TransPortation Master Plan (LSC, 2005 Draft). The voltrmeS piesented in this document were not specific,but rather Provide a range 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 tvolumes for the short- and long-term forecast Years Table 2 Future Background Traffic Level of Service Summary I - lntersection analyzed as a signalized intersection 2 - Intersection analyzed as a stopcontrolled intersectron As the table shows, the study intersections are all forecast to operate within acceptable standards in the AM and PM ;;;i;"urs through ,f," tf,onu"rm (20t1)' h the long-term (2026)' the intersection of SH gZ't CI\4C Road is forecuriio op"tute at LdS "C" in the AM peak and LOS ..E,, in the pM peak. -The LOS "E" rati;;; uit"tut"a t: th: growth in the mainline SH 82 volumes, combined with additional side strZcrtraffic growth' LSC's draft report shows that the section of CMC nouJ *".i oi sg gz is forecast to oferate in the LoS "Eff" range in the year 2025. According to this same report, the section of CMC Road east of SH 82 (to Pinyon Mesa) is forecast to operate at LOS "8" in *e yeai Z,ZS. The results of the future background traffic capacity uruiy.", are also shown on Figure 4 and Figure 5' l I .- -l - - ,'l*; ;;*st Average Annual DailyTraffic (AADT) for this section of SH 82 was found to be z6,z43vehicles p". ;;;i;roLt and-ga,gir'r.hi1o per day in2026' compared with the 2005 AADTof23,000vehiclesperday.UsingtheexistingcountsandtumingdistributionsattheSH 82 & CMC Road intersection, the AADT rolome. ii'"t' by CDOT were adjusted to produce morning and afternoon peak hour turning movement ,Llt mes at the signalized intersection for the short- and long-term years. The short-te.* Uu.f.g*nd peak hour volumes are shown on FigUre 4, while the long-term background p"ut t o* ,"olu,n"'-u'" shown on Figure 5' The resulting ,intersection level ofservice forbackground traffic operations is also shown on the figures' The intersection of sH 82 & CMC Road was analyzed in both future years assuming the existing geometric conditions [u*"g"1 at the intersection' Capacity analysis of the short- and long-term background traffic ,olu."J*".. "orrar"i"a-in u."ordunce with -the Highway capacity Manual and are shown below on Table 2' 4 PMAM DELAY (s)LOSDELAY (s) LOSlntersection nd 2011Short-term 21.4C17.0BIRoadCMC82SH& 8.1A7.8A2RoadCMCesaM& 2026,term 63.7E25.9CSH 82 & CMC Road r 8.5A8.1APinyon M esa & CMC Road z I I I I Schmueser Gordon MeYer 4.1 on Pinyon Mesa Traffic TRAFFIC Generqtion proposed land use for the PinYon Mesa development were based on Transportation Engineers, 7th Edition,2003). Trip estimates shown 3 sUrmmarize the total trips expected to be generated bY the development during the AM rand,PM peak hours,and on an average weekday' Table 3 Estimated Traflic Generation r-ffElandUseCode#2l0,tripratebasedonnumberofdwellingunis As Table 3 shows, the single-family homes proposed in Pinyon Mesa will generate approximately 266 daily trips on "n uuffi, weeklay. The site is expected to generate approximately 60 trips in the AM p"ut to* and 8I tiips in the PM peak hour upon buildout of the site' 4.2 Adjustments to Trip Generation Rates No adjustments were made to the trip generation rates used. All traffic generated by Pinyon 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 patterns in the vicinity of the site. The existing tlfn" split (ratio of traffic tuming right and left) from CMC Road onto State Highway 82 was rised to esiimate the distribution of site traffic' For this analysis, 10olo of site traffic was assumed to be oriented toward Spring Valley or east on cMC Road,s}o/owas oriented toward Glenwood springs on sH 82,3}oh was oriented toward carbondale on sH 82, and the remainin g lo%*". oti"n1"d west of sH 82 on CMC Road' The directional distribution assumptions were used to evaluate both short- and long-term traffic scenarios. 4.4 Project TriP Assignment The assignment of site-generated traffic to the study intersections was made by applying the directional distribution fiercentages to the trip geniration estimates found in Table 3' The resulting assignment of traffic to the study inteisections including distribution percentages is shown on Figure 6. 5 PM OUT PM IN AM IN AM OUT DAILY TRIPS #of TINTTS Land Use 51 3045766l580Detached Homes r 30511545766TotalTraffic Generation I Schmueser Gordon MeYer )\I A<t / 7: Pinyon Mesa I with Traflic with the ProPosed DeveloPment the proposed Pinyon Mesa develoPment were derived by combining the depicted in Figure 6 with the short- and long-term future background traffi c in Figures 4 and 5,respectively The resulting total traffic forecasts are Figure 7 for the short-term scenano (2011) and on Figure 8 for the long-term 5.0l PROJECT IMPACTS , Peak Hour 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 iummarized on Table 4 for the short-term and Table 5 for the long-term. The Pinyon Mesa approach to the stop-controlled intersection at CMC Road is assumed to contain exclusive left- turn and righfturn lanes. No tum lanes on CMC Road at the site access point were assumed. Table 4 Future Total Traffic Level of Service Summary I - lntersection analyzed as a signalized intersection 2 - lntersection analyzed as a stoPcontrolled intersection As the table shows, each study intersection is forecast to operate within acceptable County standards in 2011 with the buildout of the Pinyon Mesa development. The long-term operational results show that the intersection of SH 82 ard CUC Road is forecast to remain at LOS "E" with the addition of site traffic to the background volumes. Capacity improvements along SH 82 performed by others would be necessary to achieve acceptable level of service ratings in the long- term scenario. 5.2 Turn Lane Storage Requirements Right and left turn deceleration lanes are not required along CMC Road at the primary access to piiyon Mesa. The need for these lanes was based on information found in the State of Colorado Staie Highway Access Code, assuming CMC Road is classified as a 35 mph NR-B highway 6Non-ruril Arterial Roadway). Right iurn 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 turning volumes into the o PMAM DELAY (s)DELAY (s) LOSLOSIntersection Short-term Totat Traffic (2011) 24.117.8 CBSH 82 & CMC Road r A 8.4A7.9Pinyon Mesa & CMC Ro4l2- Lons-term Total Traffic (2026) E 77.2C26.6SH 82 & CMC Road r 8.88.3 AAPinyonMesa & CMC Road z III II E 6 Schmueser Gordon MeYer fa- ri^, Tra L : l iI --'i I l l 'i-l Pinyon Mesa o Traffic ImPact StudY site are below the stated requirernents for tum 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 in" ,i#. topography ani existing conditions along the highway. As stated in the State Highway Access code,iheiequired sight distance for single Unit Trucks over 10,000 lb GvM along a two- lane roadway is 45i'. Thisiistance is factored by 1.35 to account for the 5:7% downgrade on cMC Road for westbound traffic (615'). Vehicles preparing to tum onto cMC Road from the site will have over 455' of clear sigirt lines to the west and over 615' to the east along CMC Road to make safe turning maneuvers Aom ttre site. For vehicles along CMC Roa4 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. 6.0 SIJMMARY OF FINDINGS The proposed Pinyon Mesa residential development is an approximately 60.5-acre site planned to cont;in 80 single-family homes. The entire divelopment is estimated to generate approximately 766 vehicle t ip, on '"n uu.rug. weekday. Of this daily_volume, the site will generate approximately 6b rips in the AM peak hour and 81 trips in the PM peak hour. The intersection of the site driveway and CMC Road is shown to operate 1! 1"?t"!le levels of service through the long-term time ieriod (2O-years). The intersection of CMC Road and SH 82 is expected to operate at LOS "Ei in ttre long-term year with or without the development of pinyon Mesa. Capacity improvements may b-e necessary^at this intersection by others if the forecast traffic grows at the rate CDOT assumes for the SH 82 corridor near CMC Road' No tum lanes are necessary along cMC Road at the intersection of cMC Road and the Pinyon Mesa primary driveway. 'fu,. A.i'u.*ay approach will be.constructed to allow two exiting turn lanes (one in each direction) and an entering lane for inbound traffic. This approach will be controlled by a stop sign. Adequate sighi distance is provided for turning and stopping maneuvers at the primary driveway to Pinyon Mesa' 7.0 REFERENCES Garfield County Transportation Master Plan, (LSC,Draft 2005) Highway Capacity Manual (Transportation Research Board, 4fr Edition, 2000) state of colorado state Highway Access code (colotado Department of Transportation, August 1998) Trip Generatioz (Institute of Transportation Engineers, 7s Edition, 2003) 7 Schmueser Gordon MeYer Table 5 - 2005 Existing Traffic Table 6 - 2011 Forecast Traffic Table 7 -2026 Forecast Traffic 129,7111 1 1.4ATR2005ON SH 0.1 Ml AVE, GLENWOOD SPGS 72.194082A 87 20051338211.6997.824082A 1Actual2005-flbn-sn a2 03 Mt E/o sH 13313.55311.699082A End Ref Point Annual Average Daily Traffic AADT Derivatio n AADT Single Trucks AADT Comb. Trucks Design Hour Vol (%ol Daily ' Vehicle ' Miles TraveledStart Point DescriPtionRoute Ref Point 20 Year Factor Percent TrucksAADT Year 1236n-sn-82 oitr,tls/o BLAKE AVE, GLENWOOD SPGS 7.8242.194082A 11.699082A7.824 21200517br.r sn-EZ o-s N,tl E/o sl-l t ss13.55311.699082A Design Hour Volume (% of AADT) 2011Start Point Description AADT AADTYRRoute Ref Point End Ref Point AADT AADT AADT Comb. Trucks 2011 Single Trucks 2011 Comb. Trucks / AADT AADT Single Trucks 134, 7.824 133 GLENWOOD SPGS 82 0.12.194082A 7.824082A 117SH 13382 0.3 Ml SH11 3.553082A11.699 Design Hour Volume (% of AADT) 2026Start Point Description AADT AADWRRoute Ref Point End Ref Point AADT AADT AADT Comb. Trucks 2026 Single Trucks 2026 AADT AADT Comb. Trucks Single Trucks Source: CDOT Website Fisure I MeEa VieinitY MaPPinyon l'lo:Orom Uc LMB5//26/06Job No. 1502-F GI e .4' ( ":i,"'' I f . :":| ' "til-'f'i.{ -., #'r-'"{,:t\ 4t. r a :" I-r.-l 1.. "fw.- T,i ./'- ".,'' .:*::, !1" t, .ir Google2006Dis:i: t,' r+-'a S'IE ACCESS a L ,,ao t e l. ) {- a a +. ! \1afratt a a t E a t- al_la a \ a a fl al;lL] Figure 2 Site PIan filo:Dmfl, btc LMBDotc: 5/26/06,bb No. l5O2-F su OR r4TNE IM DEI mrrr a La a LEGEND W TRAFFI:S,GNAL 9 EX'ST'NG LANEAGE 00 (00) - 2005 AM (PM) PEAK HOUR TRAFFTC @ool- zooa 24-HouR rRAFFtc voLUME Pinyon Mesa Existing TrafficFigure 3 t'to:Otun br. LMBDote: 5/26/06Job No. l5O2-F SCHMUESER GORDON MEYER, 118 W. 6th Street, Suite 2OO . fr*, AX;._pi,ib'-" ;' pg!,.'6ffi f 18+% _ ss +e Asoen. colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355 INC. IN YO I ll ii: - *A;' n,'"^ i./i j'\tlr ..'\ $t,.,. ..0 tt 1..'r't 't'' ' "'",{..' .,: ;r:, . t1{. ,1 ? 4J. i :It ! a... I I ].: ,l: .:; .."':t..a . ,):.. :t ; { I '. ., -.i. ..: e ),,jr Googl e2006DIG LEGEND 000 (oo0) - 2011 AM (PM) PEAK HOUR TRAFFIC. *Source.' CDOT Forecasts Figure 4 201 1 Bacl{ground Traffic l'Io:Drum btr LMBootc: 5/26//06,b tto. 1502-F .:' 1+' I &, .fr" t',t r.,,, *' '.'i.i:l \.' d ' i! It' t ? it,.t,'; 'ft.: : ' t*f I lt ,". .""Goog[e f,.. N LEGEND 000 (000) - 2026 AM (PM) PEAK HOUR TRAFFIC. *Source.' CDOT Forecasls e Figure 5 2026 Background Traffic l7o:Oton ry LMBDotc: 5//26/06,Job No. l5O2-F SCHMUESER GORDON MEYER, INC. 118 W. 6th Street, Suite 200 8A ^y aii'-ti,,tf '' Pi L"'[r% i'8noJ - r, o u isoen, Colorodo (970) 925-6727 Crested Butte, CO (970) 349-5355NEEURV t*, i t '1. ..,a,,1. .,9 l ' .-'f. I'{ a, ;,: \ -t r'- : *:1. t, - .! ,{ "jl. r../ .,-1.,1r.,. ,f it I ,t 'Google LEGEND T PROPOSED LANEAGE 000 (000) - AM (PM) PEAK HOUR StrE OO% . SITE TRAFFIC DISTR'BUI'ON 6 Assignment Figure Mesa TriPPinyon C. 48 GENERATED TRAFFIC '*4 I I ; w" i.:. ' .: . *l '2:, - 1t'i ! ..,1 { r i{ / ,itf " .. 4"- ILL ::t, '\ ,l I 1. l. ,L" {.:i. a ,b No. btc LMB ,4.:1502-F Ilotc: G SCHMUESER GORDON MEYER,N W.Suite 200 Colorodo 8 FAX (970) Crested Colorodo Butte,co (s 70) s (s7o) 25-672 349-5355 7 LEGEND 000 (000) - 2011 AM (PM) PEAK HOUR TOTAL TRAFFI9 Figure 7 2011 fotal Traffie 4 .q' 1; '"'Google tf 1' ,b.{ r, .t: '':.t t: ;s ,.- t..i,, ....:,:a..., ,r- :;. i' ,:",.. rli ,; t :T',{" . ,.':';', rt 1 ? L : '., I 'iil f ili t i I T' .1 '.f*? I + ,a;: IN C. 5948 LEGEND Fisure B 2026 T-otal Traffie Drom brc LMB Job No. 1502-F 0oo (000) - 2026 AM (PM) PEAK HOUR TOTAL TRAFFTC I I t*,<, :r _{'"i . -l ,l r -r.1 '.. r t, ; ,,;t li t" d, ':.t ,:| :' '..'. If,t,$ { :'1+ 'i r.. {r+:^ 1t ,i .,1 ( ! i i! ' l I -.. I ,: ''. ''Google Time Wed Schmueser Gordon MeYer 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 Hol Totals EB Page 1 Site Gode: 10 Station lD: GMC Road East of Thunder River MarkePlace Latitude:0.000 0 38 124 119 108 1',t2 11'l 29.2% 70.8oh 12:15 12:30 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 04:00 O4:15 (X:30, (X:45 05:fi) 05:15 05:30 05:45 06:00 (F:15 06:30 06:45 07:00 07:15 07:30 07:45 08:00 08:15 08:30 08:45 09:00 09:15 09:30 09:45 10:fi) 10:15 10:30 10:45 11:@ 11:15 11:30 t t 15 10 16 13 z'.| 24 12 14 11 't1 7 11 15 10 16 14 16 11I 29 17I 31.7oh 69.3% 0 0 0 0 0 27 22 8 13 7 17 19 25 23 28 20 24 19 19 2'.1 19 18 29 26 251 2',1 17 't3 13 14 23 25 32 24 7 8 10 '152 122 171 158 182 6 4 3I 1 5 6 6 3 1 2 1 185 't28 56 69 40 2 2 1 11 Percent 27.7oh 72.3o/o 110 0 0 0 0 0 0 2S 7 74 66 75 75 90 127 57 33 38 13 50 71 65 55 5 5 7 8 1 5 3 201 13 12 12 7 6 '12I 11 6 10 11 11 181 20 30 20 40 28 39 27 2S 29 25 16 23 't.7 22 13 14 17 22 16 15 22 15 26 17 '17 22 3 10 8I 12 2'.1 18 18 18 17 30 20 8 7 8 14 15 18 13 15I 0 0 0 0 0 0 12 4 78 56 96 83 s2 76 75 7'.l 23 31 25 74 48 43 57 62 Schmueser Gordon MeYer 118 West 6th, Suite 200 Glenwood SPrings, CO 81601 East of Thunder Hor Page2 Site Code: 10 Station lD: CMC Road River MarkePlace 0'Undefined 5 144 Horr Starl Time 1 12:.15 12:30 12:45 01:fl) 01:15 01:30 01:45 02:00 O2i15 02:30 02:45 03:00 03:15 03:30 O3:45 04:00 04:15 04:30 O4:45 05:00 05:15 05:30 05:45 06:fi) 06:15 06:30 06:45 07:00 07:15 07:30 O7:45 08:00 08:'15 08:30 08:45 09:00 09:15 09:30 09'.45 10:00 10:15 10:30 10:45 't1:fi) 1'l:15 1'l:30 0 1 1 0 0 0 0 1 0 0 1 1 3 1 ,| 0 1 1 2 I 3 4 14 18I 19I 12 14 20 2'l 17 14 16 1'l 15 14 15 't4 12 12 20 15 20 19 2 26 39.4o/o 61.60lo 33.Solo 66.50lo 5 o 6 29 74 't25 2'.1 12 23 't7 19 13 21 17 17 19 201 20 17 20 13 14 16 34 13 27 20 13 191 19 't1 't4 20 11I 12 13 7 7I 4l 4 6 6 7 20I 3 0 3 5 3 123 145 143 147 174 147 113 a2 67 59't 13 130 35.906 il-1o/o'tl Percent 7'.| 723 3 3 2 7 72 73 70 95 8:l 68 35 19 58 81 65 il 4 28 10 1 0 1 1 1 2 0 0 2 0 0 0 2 1 1 3 4 5 5 5 18 7 16 17I 30 22 21 18 16 11 20 14I 1'.| 20 17 16 10 20 1 1 1 0 1 2 7 5 2 4 1 2 221 20 15 17 25 16 10I 14 7 5 11 20 5I 14 15 23 16 18 15 25 't4 't9 18 't7 't3 22 1g 24 34 18 26 't4 20 't8 10 19 22 2 0 2 6 4 58 72 70 73 70 77 792. 55 67 58 64 45 27 23 3159 67 DataTralfto Att Traffic Data Seruices' lnc 660W 44th Ave-ieat Ridge, CO 80033 ,. tw. alltraffi cd ata' net File Name Site Code Start Date Page No : CMC&SH82AM :00000000 i 312312005 '.2 to Begins at 0 298 305 250 07:30 AM I 133 14 157 11 106 11 130 'l Hour Peak Hour for Entire lntersection 07:30 AM 30 2s0 t8 07:45 AM 52 235 ',18 08:00 AM 38 197 15 AM v I TotElvohme Ta,tal 94 12 11 17 26 0 0 0 0 6 6 7 14 25 25 38 39 0 0 0 0 147 177 't24 155 52342111 21 12I 5 5 0 1 0 0 510 541 M9 r!0u 37 19 0 0 0 9 IEI 5 3 5 P€dgPedsThruThruThruTim€ ffi30 22 77 't 130@0603ffi .91 1 34.6 13.4 ttte TotalrffiElOutl-@1 fie_Elcl6l E[:l +-- Eo-ii+l-1. tBl& =E F6ra Tolalriot, Out I 1r I l-t + Peak Hour Data i North Alt Trafftc Data Seruices' lnc 'f"y:l:*!rz 'oo,'www. alltraffi cd ata' net File Name : CMC&SH82PM Site Code : 00000000 Start Date :312312005 Page No '.2 12 15 a2 16 Peak From 5 Hour lor Entire lntersection Begins at 04:45 PM 04:45 PM 21 1 0 179 97 05:00 PM 23 189 6 0 218 1 05:15 PM 37 '15'l 3 0 191 6 34 7 0 197 ToElvolume t[6 43 37 36t 0 3 0 0 62 51 51 59 19 278 23 306 23 3t0 27 270 5I 14 11 0 0 0 0 302 337 u7 308 0t 0 0 7I 7 4 II 12 15 571 6100 630 599 2Au 41 35 51 7 4I 12 lr..ThruPodsThruThruPedsThru -ffi138ffiI 1e4 7 1 ffi223ffi0 0 78523 9 115 il1 't4.6 82.4 TotalfT76lOut rT55Tl Ie_16l6ltsl EB t pe EB t f2T-161 Totalaa2-F] Out jLr lr Peak Hour Data T North DataTra-ffic 'l COUNT DATE: COUNTTIME: 5/4/2006 SGM 7:4$8:45 AM 3/2312005 ATD 7:30-8:30 AM SOUTHBOUND SH 82 COUNT DATE: COUNTTIME: ouT 12',1 GMC ROAO IN 1116 OUT 622 14o/o LEFT 5o/o 81Yo THRU CMC ROAD IN 127 OUT 209 CDOT AADT 23000 GMC ROAD ADT WESTBOUND t-5it-1 -EASTBOUND 81 23Yo LEFT 17olo THRU 60% RIGHT SH 82 UV APPrach NB 35.8% SB d4.2Yo SH 82 Distribution NB 35.1o/o SB 64.90/o SH 82 DV APProach NB 37.1o/o SB 62.90/o RIGHT 7o/o B7o/o OUT 1023 NORTHBOUND SH 82 EB Approach Distribution NB 23.3Yo EB 17.1o/o SB 59.7Yo RIGHT 2-Way DHV 1626 AADT 13550 WB Approach Outbound NB 52.Oo'/o WB 13.4o/o SB 34.6Yo WB APProach lnbound From N 73.7o/o From W 10.5o/o From S '15.8o/o 52Yo 13o.h 35o/oIN 129 5o/o IN 603 'til00260 30 1722 4477 3352644 r 2OIt FORECAST TRAFFIG IN 2044 5o/o RIGHT OUT 1874 81Yo THRU OUT 1139 '140/o LEFT GiIG ROAD ADT IN 231 OUT WESTBOUND CDOT 2O1I AADT CDOT 2011 DHV factor DHV 26243 o.12 3149 LEFT THRU RIGHT 387 7o/o 87o/o 5o/o IN 1 105 28216521'10 11759 34M 80 2011 AM 142 6096481 @ COUNT DATE: COUNTTIME: 5/3/2006 sGM 4:4$5:45 PM COUNT DATE: COUNTTIME: OUT 140 IN 137 CMG ROAD 3/23/2005 ATD 4:4$5:45 PM SOUTHBOUND SH 82 IN 785 3%82Yo THRU OUT 1391 15o/o LEFT CMC ROAD ouT 180 COOT AADT 23000 CMG ROAT' ADT WESTBOUND EASTBOUND lT7 I# !N 220RlGHT 47%LEFT 20olo THRU 33% RIGHT SH 82 UV APPrach NB 63.9% sB 36.1% SH 82 Distribution NB 62.20/o SB 37.8o/o SH 82 DV APProach NB il.1olo SB 35.9olo 74o/o 'l1o/o 15o/o To/o 900/6 3o/o OUT IN 1294 NORTHBOUND SH 82 EB Approach Distribution NB 47.4o/o EB 'l9.7oh sB 32.8% 2-Way DHV 2019 AADT 16825 WB Approach Outbound NB 73.6oh WB 11.4o/o sB 'l5.oo/o WB Appr6ach lnbound From N 63.90lo From W 15.0% From S 21.1o/o 725 3A 115il723 16265 2527 3345 38116/.92 o o (D 2O1I FOREGAST TRAFFIC IN 1 189 3o/" RIGHT OUT 1098 82o/o THRU OUT 2107 15Yo LEFT GiiG ROAD ADT our WESTBOUND EASTBOUND IN 322 4I 111 I CDOT 2011 AADT CDOT 2011 DHV factor DHV 26243 o.12 3149 LEFT THRU RIGHT 286 7o/o 90%3o/o IN 1960 '174-Eao35 115 50*43 2011 PM 76 581763139 rea wl t GOUNT DATE: COUNTTIME: 5/412006 SGM 7:4$8:45 AM 3/2312005 ATD 7:30-8:30 AM 23o/o LEFI 17016 THRU 60% RIGHT SH 82 UV APPrach NB 35.8% SB il.2% SH 82 Dlstribution NB 35.1% sB il-90'/, SH 82 DV APProach NB 37.1oh sB 62.9% SOUTHBOUND SH 82 COUNT DATE: COUNTTIME: OUT '|21 IN 129 GUC ROAD IN 1116 our 622 140h LEFT 5o/o 81o/o THRU 2-WaY DHV 1626 AADT 13550 WB APProach Outbound NB 52.O% WB 13'4o/o sB 34.6% cilc RoAD IN 127 OUT 209 CDOTAADT 23000 Gi,lC ROAD ADT WESTBOUND 58 EASTBOUND RIGHT 7Yo g7olo OUT 1023 NORTHBOUND SH 82 EB APProach Distrihttion NB 23'3o/o EB 17.1o/o sB 59.7% 5T/o 13olo 3s% 5'/o IN 603 WB APProach lnbomd From N 73.7o/o FromW 10.5% From S 15.804 1il90260 6630'17 22 1477 3352644 2026 FOREGAST TRAFFIC 81olo IN 5o/o 2676 OUT 't492 14o/o LEFTRIGHTTHRU Tolo 87% 5o/o CMC ROAD ADT OUT WESTBOUND EASTBOUNDl-T55-l# IN 300 rTSi-lr CDOT 2026 AADT CDOT 2026 DHV factor DHV 34351 o.'t2 4122 LEFT THRU RIGHT 503 our 2453 IN 1446 t6e144 15377 43 55 2026 AM 186 791261106 a@ , COUNT DATE: COUNTTIME: OUT IN 137 CMC ROAD 3/23/2005 ATD 4:4$5:45 PM SOUT}IBOUND SH 82 COUNT DATE: COUNTTIME: GTiG ROAD ADT WESTBOUND 5/U2OO6 SGM 4:4$5:45 PM 76 IN 785 3Yo OUT 1391 IN 220RIGHT 82o/o THRU '150/o LEFT 2-WaY DllV 2019 AADT 16825 WB APproach Outbound NB 73.6% wB 11.4% sB 15.0% GiiG ROAD OUT 180 CDOT AADT 23000 140 74olo 110h 15% 47o/o LEFT 20% THRU 33% RIGHT SH 82 UV APPrach NB 63.90lo SB 36.10lo SH 82 Disttibution NB 62'20/o SB 37'8"10 SH 82 DV APProach NB iljoh sB 35.9% EASTBOUND tTl4 OUT NORTHBOUND SH 82 EB APProach Distribution NB 41.4% EB 19.7o/o SB 32'8olo 7o/o 90% 3oh IN 1294725 WB APProach lnbound From N 63.9% FromW 15.0% From S 21.1o/o 1't5u723 1626525273345 38-71U92 2026 FOREGAST TRAFFIG IN 3Yo 15s6 RIGHT 820'/o THRU 7o/o 9006 OUT 1437 OUT 2758 '150/o LEFT CiIG ROAD ADT OUT WESTBOUND EASTBOUND 252 IN 406 CDOT 2026 AADT CDOT 2026 DHV factor DHV 34351 0.'12 4122 LEFT THRU RIGHT 357 3o/o IN 2566 -2281283a6 300150 50il56 2026 PM 99 752308182 Fri MaY 26, 2006 07-42t25 Page L-1 AI"1 Exist.ing Scenario RePort Scenarto: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribut,ion: Pathe: Routes: Configuration: AM Existing DefaulE Command AI"t Existing Default Geometry Default ImPact Fee Defaults TriP Generation Existing Distribution AM Default PaEhs Default RouEes Default Configuratsion Traffix ?.8.0L15 (c) 2006 Dowling Assoc' Licensed Eo SCHMUESER GORDAN MEYER Fri MaY 26, 2OOG 07"42t25 Page 2 - l- i\M Existing TriP Generation RePort Forecast for Single FamilY Home AM Rate In Rate Out Trips TriPs In OUE Total t Of Trips TotalZone # Subzone Amount Units 1 Pinon Mesa 8O'OO Sing1e FamilY Zone 1 SubtotaL '": "' 0.19 0 .56 15 15 45 45 60 10 60 10 0.0 0.0 TOTAI, Traffix ?'8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAII MEYER 15 4s 60 100'0 Page 3-1 Fri MaY 26, 2OOG O7:42t25 A!! Existing TriP oistribut'ion RePort Percent Of Trips Existing DistribuEion AIvl To Gates t23 4 Zofle 1 50.o 10.o 30'o 10'0 Traffix ?.8'0115 (c) 2OO5 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Fri MaY 26, 2OOG 0'1 242225 Page 4-1 Att Existing Volume TYPE NorEhbound Left Thru Right Turning Movement RePort Single FamilY Home AI4 SouEhbound Eastbound Left Thru Right Left Thru Right Westbound Total Left. Thru Right Volume #1. SH 82 & C}lC Road Base 44 526 33 Added o 0 s Total 44 526 38 #4 Pinon Mesa & CMC Road Base Added Total 154 I L62 22 2 24 44 L4 58 66 23 89 902 0 902 60 0 60 30 0 30 77 0 '77 l7 5 22 58 0 19? s 57 2032 81 0 81 0 L4 14 r.3 9 62 20L 0 0 0 0 4L 4L 0 2 2 0 0, 0 0 0 0 0 0 0 58 0 0 0 0 o 0 0 5 5 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to scHMUEsER GoRDAN MEYER Fri MaY 26, 2OOG 01t42t25 Page 5-1 AM Existing lmpact AnalYsis RePort Level Of Service Intersection # 1 SH 82 e CMC Road # 4 Pinon Mesa & CMC Road Base Del/ v/ LoS veh C B 13 .6 0 .316 FutureDel/ vl LOS veh C B 14 .4 0.329 Change in + 0.843 D/v + 0.018 v/cA ?.3 0.094 A 7'5 o'j.J.2 Traffix 7.8.0115 (c) 2OO5 Dowling Assoc' Licensed Eo SCHMUESER GORDAI{ MEYER Page 6-1 Fri MaY 26, 2006 O'7t42225 AI"1 Existing Leve1 Of Service ComPu Eation RePort 2OO0 HC'M OPe rations Method (Base Volume Alte rnaEive) ******************************************************* ************************* InEer section #1 SH 82 & CI'{C ********************Road ************************************************************ critical vol./CaP. (x):0.316 DelaY (sec/veh):13 .5cyc1e (sec):(Y+R=4 .0 sec) Average Level O B *********************** CMC Road 90 I,OSS Time (sec) :3 f Servrce: Optimal Clcle:60 *i******************************************************* StreeE Name:sH 82 South Bound EaEt Bound West Bound Approach North Bound T RI,T R T RI, Movement:L,T RL illl---ll Permitted lnclude 0 0 10 Permitted Control:ProEected Rights:Include Min. Green:o20 0 ProtecEed Include 0 10 0lnclude 0 20 01100 0 101oo10 10201 il-- : 44 526 33 154 0 1 102 ilLanes: Vo1ume Module : >> Count Date: 23 Mar 2OO5 << Al4 Peak Hour Base VoI 44 526 33 154 902 50 30 22 7'7 Growth Adj:1.oo 1.00 1.00 L'00 1.00 1. oo 1. O0 1.00 1.oo l,.oo 1.o0 L'00 6030227 533223800 63 32 23 44 t1 66 744t766 L46186900 81 46 18 69 8t 45 18 69 902 User Adj:1.oo 1.oo 1'00 L .00 1.00 r..00 1.oo l'.00 l-'0 o L.oo 1.oo 1'00Initial Bse PHF Adj:o .9s 0.95 0.95 0 95 0.95 o .95 0.95 0.95 0 ' 9 5 0.95 0.95 0.95 PHF Volume:46 554 3s t62 949 00000 Reduct VoI Reduced VoI: 46 5s4 35 ]-52 949 PcE Adj:1.00 oo 1.oo 1.00 L'00 1. oo 1. o0 1.00 1.oo 1.oo 1.oo 1'00 MI,F AdJ r..00 1 oo 1.oo 1.00 L'00 1. oo 1. oo 1.00 1 oo 1.oo 1.00 1'00 Final Vol 46 554 3s !62 949 63 32 23 llilil-- Sat/Lane:1900 1900 19oo L900 190 o Lgoo 19oo 1900 190 o 19oo 19oo 1900saturation Flow Module: Adjustment o .95 0.95 0.85 0.95 0.95 0.85 o-59 0.88 0'8 8 0.55 0.88 0'88 Lanes:r-.00 2.00 r.. oo 1. oo 2.00 1 oo L.oo o-22 0'7 I 1.oo o.20 0'80 1615 L8o5 3610 1 615 tt2g 3'73 130 5 1053 343 l'331 Final saE. : L805 3610 il il CapacitY AnaI vsis Module: ir.os o.rs o.02 o'09 o.26 o.04 o.03 o'06 o'06 o'04 o'05 0'05 ****Vol/Sat:******** Green/Cycle : 0 ' 07 0.49 o.49 0.28 0 '70 o.?o 0.20 0'20 o .20 o.20 o .20 0 ' 20CriE Moves: volume/CaP: 0 '3?o .32 o. 04 0.32 0 37 o. 06 0.14 0 ' 32 o.32 0.22 0.2'7 0'27 Uniform Del: 40'1 L4 .1 !2 -2 25 '3 5.4 4 -2 29 -9 3L 'o 31.0 30.4 30.6 30'5 0 6 0.6 0.4 0'4 o o.o o.o 0'0fncremntDel: 1" 9 LOS 0.1 0.0 0.4 o.o 0.0 0.0 o.L o.o o-3 0'6 o.o o.o 0.0 0'0 5.5 4.2 30'2 31's 1 1 3 0 DeIaY Adj : 1 .00 1. oo 1. oo 1.00 1. oo 1. oo L.00 L ' 00 1 oo 1.oo 1.oo 1'00IniEQueuDel': 0 ' 0 31.5 30.9 31.1 31 ' oo L.oo 1.00 1'00 1 1.5 30.9 31.1 31'L c c C c 3 1 2 DelaY /veh' 42.0 L4.2 t2 -2 25 '7 5.5 4-2 30.2 31's User DelAdj : l' .00 1.oo 1.00 1.00 1..oo 1.oo 1.00 L'00 Adj Del/Veh t 42 'O 14.2 12 -2 25 '7 1 3 C A A c by Move: D B B 4 6 HCM2kAvgQ:5 ******************t*************************** *********************t************ NoEe:Queue rePorted is the number of cars Per lane '**************************** ********************t******************************* 1 Traffix ?.8.0115 (c) 2OO6 Dowling Assoc Licensed to SCHMUESER GORDAI:{ MEYER il --ll Page 7-1 At[ Existing Fri MaY 25, 2006 O'7t42225 Levef of Service comPu tation RePort 2OOO HC'Ivl OPe raEions Method (Futu re Volume Alterna tive) ******************************************************** ************************ CMC RoadIntersection #1 SH 82 &********************************************************* ***********************Criti ca1 VoI . /CaP - (X) :o.329 Cycl e (sec)90 L4.4 Loss Time (sec):(Y+R=4 .0 sec) Average' Level' Of DeIaY (sec/veh): ************************ 3 Service B opt imal CYcle:60 **** * * * * *i * * * * * * * * * * * ***************************t*******CMC ROAd Street Name:sH 82 SouEh Bound EasE Bound Vleet Bound ApProach NorEh Bound T R TIrTRI,Movement: RI,T Permitted lnclude RIJ il Permit,ted Include 010 00 10 Protected ProtectedConErol: Rights: Min. Green Lanes: Initial Bse: Added Vo]: Include Include o20 00 20 2o1 L02 ll- 01100 9O2 60 30 22 go2 60 30 22 O2 1010010ll- 77 44 L7 66 0 10 Volume Modu1e Base Vol: >> Count Datse: 23 Mar 44 526 33 154 2OO5 << Al{ Peak Hour Growth Adj: 1 oo 1-. oo 1. oo 1' 00 1 oo 1.oo 1.00 1'00 1.oo 1.oo 1.00 1'00 '77 44 L'1. 66 44 526 33 154 oo58 0 0 0 0 0 0 902 60 30 24 01452300 77 58 22 89000 User Adj:r..oo 1.oo 1.oo 1'00 1.oo 1.oo 1.00 1'00 1.oo 1-oo 1.O0 1'00 PHF Adj:o.9s 0.95 0.95 0 ' 95 o.9s o.95 0.95 0'95 0.95 0.95 o-95 0'95 81 6L 23 94 94g 63 32 25 0000 PasserBYVol: lnitial Fut:44 526 38 L62 PHF Volume:46 554 40 t'tr Reduct Vo1:0 0 Reduced Vol z 46 554 40 l1L O0 00 00 0 00 g4g 63 32 25 81 61 23 94 PCE Adj:1.oo 1.oo 1'oo 1 .00 1.oo 1.oo 1.o0 1'00 1 oo 1. .00 1.00 1 ' 00 MLF Adj:1.oo 1.00 1'00 L 00 1 oo 1.oo 1.00 1'00 Final Vol ' :46 554 40 171 949 63 32 25 81 oo 1.oo 1.00 1'00 51 23 94 -ll Sat/Lane '1900 1900 19oo 1900 1900 19oo 19oo 1900 190 o 19oo 19oo 1900saturatsion Fl ow Module: Adjustmen E: O.95 0'95 o.8s 0.95 0.95 0.85 0.54 0.89 0 ' 8 9 0.56 0.88 0'88 IJaneS:t .00 2.00 1 . oo 1.00 2.00 1.oo 1.oo 0.24 0"7 6 1.oo 0.20 0'80 1615 1805 3610 1615 to24 400 L28 3 1O?o 331 1341 il-- Final Sat. : 18OS 3510 il il CapacitY AnalYs Vol/Sat: o ' is Module: 03 0.15 0 02 o.09 0.25 o'04 0'03 0 05 o.06 o.06 o'o? 0'0? **** ******** Green/CYc1e: o .o'7 0.47 0-47 0'29 0 .69 0.69 0-21 0'2t 0 2t o.2to.2t 0'2LCrit Moves 38 o.06 0.1'5 0.30 0 .30 0.27 0.33 0'33 volume/CaP: 0 Uniform Del: 4 0.2 15.1 13.1 25'238 0.33 o.05 0'33 0 6.0 4.6 28.8 29 -8 29 .8 29.6 30.0 30'o o.o 0.3 0.s 0 o.o o.o 0.0 0 5 0.6 0.5 0'5 o o.o 0.0 0'0IncremnEDel: 0.1 InitQueuDel: 0 0.0 DelaY Adj: L oo 1.oo 1.o0 L'00 1 .00 1.oo 1.oo L.00 1 oo L. oo 1. oo 1" 00 6.1 4.6 29.L 30.2 3 o .2 30.2 30.5 30 ' 5 2.0 0.1 0.0 0'4 o o.o 0.0 0'0 DelaY /Veh: 4 2.2 ]5.2 L3 -2 25 '5 .oo L.oo 1.o0 1'00 1.00 1.oo 1.oo 1.00 1 .oo 1.oo 1.00 1'o0 AdjDel/veh:' 4 2.2 ]5.2 L3 .2 25 '6 6.L 4.6 29 -L 30 -2 3 o.2 30.2 30.5 30'sUserDelAdj: L LOS bY Move:D B B c A A c C C c c c 1 1 3 3 2 3 3 1 4 6 Hc't"l2kAvgQ ***************************** ******************************t******************** z 5 Traf f ix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI:i MEYER il-- 0 -ll --ll AI,i Existing Fri tUay 26' 2006 07242225 Page 8-1 Leve1 Of Service Computsation ReporE 2oooHc.Ivl4-WaystopMethod(saseVolumeAlternaEive) ******************************************************************************** ******* 094 7.3 A******* ;;;; Iude00 Stop Inc ************** x) : o- d******CMC Roa********&**Mesa**** ,00 0( 0 non***Pi**** #4** ec e:** Intersection************ Cycle (sec): Loss Time (s Optimal CYcl ********t*** Street Name: Approach: Movement 3 ***** cap. ( ( sec/ ce:***** ************ iticaL vo]-. lCr Delay Serv***** Average Level Of********** I ****** 0 ***** + * Y ,************* East L- Mesa South Bound L-T-R Pinon st 0 0 * 1 ** h) * 00 ign ude ;I 0 vesecR=4 *********** cMc st Bound T-RWe Road lr- BoundNorth Bound L-T-R t---------------l SEoP Sign Include 000 o 0 11 0 o t---------------le: >> Count Date: 000 1. OO 1.00 1.00 000 1,. oo 1.00 1.00 0.95 0.95 0.95 000 000 000 1.oo l-.00 1.00 1. OO 1.00 1.00 000 Control: Rights: Min. Green: l,aneS: volume Modul' Base Vo1: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct VoI: Reduced Vol: PCE Adj: MLF Adj: Final VoI. : :I opi Inc 0 Stop Sign Include 00 0000 00010L000 0 .00 0 .00 .9s 0 0 0 .00 .00 0 o.o o.o o.o o-o 7'4 o'o o'o 7'3 0'0 1.OO 1.oo 1.O0 L.oo 1'oo 1'OO 1'oo 1'00 1'00 o.o o.o o.o o'o 7'4 o'o o'o 7'3 0'0 ****A**A* xxxxxx 7'4 7'3 . xxxxx L'OO 1'00 xxxxxx 7'4 7'3 *AA o.o o.o o.o o'1 o'1 o'L o'1 0'1 0'1 *****i********************************************** number of cars Per lane '**************************************************** 58 1 .00 58 0 1.00 0 1,.00 0.95 0 1.00 0 1.00 0.95 0 0 0 1 .00 1 .00 0 Hour 81 l. .00 81 1.00 0. 95 85 0 85 1.00 1.00 85 Atil Peak 00 00 1.00 00 00 L.00 9s 0.95 00 0000 00 1.00 00 1.00 00--ll-'-- 1 1 2006 0 1.00 0 1..00 0.95 0 0 0 1 .00 1 .00 0 0 1 .00 0.95 0 0 0 1.00 1.00 0 1. 1. 0. 4 May 0 t_.00 1 1 0 L 0 1 1 00 95 51 0 61 00 00 61 0 0 0 1.00 1 1.00 L 0 1 . OO 1. OO l'.00 1.00 o. oo 0. oo o - 00 0.00 oo00 1.OO 1.OO L.00 1.00 o.oo o.oo 1.00 0.00 009030 1.00 L .00 909 1.00 0.00 0 Saturation Flow Module: Adjustment: L'00 1'00 Lanes: 0.00 0'00 Fina1 Sat.: 0 0 ll ;3li:::Y Analvsis H*'"; xxxx xxxx xxx)c xxxx 0.0e xxxx xxxx 0.07 xxxx**** **** Crit Moves: Delay/veh: 0.0 o'0 DelaYAdj: 1'00 1'00 1 AdjDel/veh: 0'0 0'0 LOS bY Move: * * ApproachDel: xxxxxx DelaY Adj I xxxxx ApprAdjDel: xxxxxx LOS bY APPr: * AllWaYAvgO: 0.0 0'0 ************************* Not.e: Queue rePorted is t ***t********************* 0.0 .00 0.0 0.0*** he*** Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Fri MaY 26, 2006 07242t25 Page 9-1 At"l Existing .ve,** ** ]' * * t * * rna ec/veh Bound rERepoion vof'.*** ttaComPu e * * t * '* * * A1** t* cap ume*** *** ureFut t** *** Service Method******* of sr** & 1LeVe -way****4 * CT,lC***sa**MePinonon** 1 * * P ******* * * * * * * * * * * * * * ,2 5 * * 1 * *, * 1 7 '* * * * * * 0 * * * * * * * * * * * * ********** x **** s e * A**rvlc****** EWeE RoadcMc * * * * * ** * ****** I e * ** ** * * * ri * * t1 op** R= ** HCM***0 * 0 * 4 ** 0 * # * * * Road Sou *** * * *** I * * E * * * ( i * * T * * e * * 1 s i * * * ersec * In!*** cyc IrOE ** vo1Cr Bound ay Eas De s ** IJ * ca1 e of** Averag Irevel********** s ** aMes ec rh * t 0 ** 4 ** * * * + * * Y * ( * i ** 00 0 0** sec me e ** Cycl****mal***opt*** Bound RTLRTRT non * rhNor Street Name Approach: Movement: tBound LRTL 0 tign .ude ops IncI sr 00 Sign rlude 0 op Inc SE 0 0 ign ude ops Incl 0 0 sr 0 0 00 0 ign ude s 1 0 ! top Inc 10 s 0 rol t Contl Righ Min. Irane : L 0 : 58 00 58 1 1 0 0I 0 5 1 0 1 0 5 0 9 6 1 0 1 0 1 0 1 0 1 0 o L 0010000enGre00 0 0 Houreak 0 Pr 1 AM 0 L 0 0 0 0 0 0 0 2 L 0 0 0 2 0 2 I 0 I 4 1 t 0 1. 0. 0 9 May 0 .00 0 0 0 0 .00 0 0 0 E. 0 5 DaCount 0 0 0 1 0 0 4 1 e1Modu erBYVo vo1 ,00 0 0 0 0 .00 .95 0 0 0 .00 .00 0 1 1 011voI 1 1 1 1 0 0 0 4 0 1 0 1 0 0 L 1 0 00 0 0 0 0 00 95 0 0 0 .00 .00 0 00 0 0 0 0 00 95 0 0 0 00 00 0 11 0 .00 0 0 0 0 .00 .95 0 0 0 .00 .00 0 Adj Bs Grovrth se 1 BA In Fu Pas Ini Adj vo1 User PHF PHF ,ced Adj Adj Redu PCE MI,F umevol 1t Added Reduct 1 1 0 9 1 ,1 ,t : ume Vo1 Vo1 al a1 Adj ri 00 95 2 0 2 00 00 2 1 1 4 0 r$ ,5 0 81 .00 OE 85 0 85 .00 .00 85 L 0 1 0 1 0 1 1 1 1 1 1 1 1 1 1 0 0 5 0 0 1 1 1 1 1 1 0 0 0 5 0 0 0 0 9 1 0 1 0 0 5 5 0 5 41 .00 .95 43 0 43 .00 .00 43 6 .0 .0 6 5 o 0 5 1 o 0 1 0 0 0 .0 .0 5 0 0 0 o r0 0 9 0 0 lna 1 vol Saturation Flow Module : oli,-,"a*"trt: l- ' 00 l" 0o l" o0 i.""": 0.89 o'oo o'11 rinat sat. ' 7t7 o 87 t----- 1. oo 1.00 l'.00 o. oo 0.85 0.15 o '?62 132 .00 1.00 .97 0 .00 835 0 t.oo l..00 1.00 o.oo 0.00 0.00 000 1.00 1 0.03 0 29 il ;Hi::I *"fl: IiiI'";.0, xxxx xxxx x).*x xxxx o'11 o;11. o'o' o;ll. * CriE Moves 3 **** Delay/Veh: 1'6 o'o 1'6 o'o o'o o'o o'o 7 '5 '? '5 7 '4 '7 '4 0'0 De1ayAdj: r'Oor'Oo 1'OO 1"00L'OO 1'OO 1'OO1'OO 1'OO 1'OO1'00 1'00 AdjDel/vehz 7'e -O'O 7'6 o'O o'O o'O o'O 1'5 7's 7'4 1'4 0'0 LOSbYMove: A * A * * * * A A A A * ApproachDel: 7 '6 xxxxxx 1 '5 7 '4 DelaYAdj: 1'OO "--*- 1'OO 1'00 ApPrAdjDel t 7'6 xxxxxx 1 '5 7 '4 LOSbYAPPT: A * A A AllWayAvgQ: 0'1 O'1 O'1 O'O O'O O'O O'1 O'1 O'1 O'1 0'L 0'l- ***********.********************************************************************* Notes Queue reported is the number of cars per lane' Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GORDAL{ MEYER il----ll ll---ll---ll ll---------------l Page L-1Fri MaY 26, 2006 0?:38:23 PM Existing --:-------- Scenario RePort Scenario: Command: Vofume: Geometry: ImPact Fee: TriP GeneraLlonr Tri; Distribution: Paths: Routes: Configuration: PM Existing Default Command PM Exist.ing Default GeomeEry Default Impact Fee Default TriP Generatlon Existing DistribuEion PM DefaulE Paths Default Routes DefaulE Configuration Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAII MEYER PM Existing Fri MaY 26 ' 2oo 6 0?:38:23 Page 2-l TriP Generation RePorE ForecasE for Single FamilY Home PM RaEe fn RAEE OUE TriPs TriPs In Out Total t of Trips TotalZone # Subzone Amount Unit,s L pinon Mesa 80.00 Single FamilY Zone 1 subtotal 0.64 0-37 5L 51 30 30 81 100.0 8r. 100.0 TOTA], Traffix 7.8'ol'15 (c) 2006 Dowling Assoc' Licensed to SCHMT'ESER GORDAI{ MEYER Page 3-1Fri MaY 26, 2OOG 0?:38:23 PM Existing TriP Distributi Percent Of Trips Existing DisEribution PM on RePorE 1 To Gates 2 3 4 Zone 1 ?o.o 10.o 15.0 5'0 o Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAII MEYER Fri MaY 26,2OOG 07238223 Page 4-1 PM Existing volume Northbound Type Left Thru Right Turning Movement RePort Sing1e FamilY Home PM southbound Eastbound Left Thru Right Left Thru Right westbound Total Left Thru Right Vo1ume fr. sH 82 Base Added Total & CMC Road 92 Lt64 38 oo8 92 tt64 46 1.1 5 36 151 647 0 647 23 0 2'7 5 32 L27 0 L27 65 0 65 45 0 45 33 5 38 25 3 28 t62 2t 183 2436 78 2514 #4 Pinon Mesa & CMC Road Base Added Totsa1 0 48 48 76 0 '76 203 82 285 0 29 29 0 0 0 0 2 2 0 0 0 0 0 0 0 ? 3 0 0 0 23 0 0 0 0 0 0 Traffix 7.8'0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GoRDAt{ MEYER Page 5-1Fri l'laY 26 , zooi 0? : 38 :23 PM Existing Impact AnalYsis RePort Level Of Servlce lntersection # L SH 82 & CMC Road # 4 Pinon Mesa & CMC Road A 7.6 0.148 A ?'8 0'201 Base Del/ vl LOS Veh C B 15.1 0 .544 Futureper/ vl LOs Veh c B 16.8 0.581 Change in + 1.665 D/v + 0.053 v/C Traffix ?.8.0115 (c) 2006 Dowling Assoc LiCCNSCd TO SCHIYruESER GORDAhI MEYER Page 6-1Fri MaY 26, 2006 0?:38:23 PM Existing Level Of Service ComPuta tion RePort 2OO0 HCM OPer'aEions Method (Base Volume Alternative) *******************t********************************** ************************** Intersect ion #1 SH 82 & C't{C Road 0.544******************t***************************************l******************i** 90 Cr itical vo1 . /CaP ' (x) : 15 .1Cycle (sec) Loss Time ((Y+R=+.0 sec) Average' Levef Of DelaY (sec/veh): sec) :Service Optimal CYcIe:50 *i * * * * * * * * * * * ******************************************* Street Name:sH 82 Soutsh Bound East Bound West Bound Approach North Bound 3 B ************************ CMC Road RIJ T RI, ll-- T R Permitted RIJ T MovemenE L T ProtecEed Permitted Control: Rights: Min. Green Protected Incl'ude lnclude 0 20 Include Include 0 10 0 0 10 0 0o20 101oo100110201100102il--LaneS:il Vo1ume Modu1e >> Count Date: 23 Mar 2oO5 << PM Peak Hour Base VoI:92 Lt64 38 l1s 647 23 65 2'7 4s 33 2s t62 Growth Adj:1.oo 1.oo 1.00 1'00 1.oo 1.00 1.00 1.00 L.oo 1.oo 1.00 1'00 Initial BBe z 92 L164 38 115 64'7 23 65 27 4s 33 25 t62 User Adj:1. oo 1. oo 1.00 1 .00 1.oo 1.oo 1.o0 1'00 1.OO 1.oo 1.oo 1'00 0.95 0.95 0.95 0 ' 95 PHF Adj:o.9s o .95 0 .95 0 95 PHF Volume:g7 t225 40 Lza Reduct Vo1:0 0.95 o.9s 0.95 0 ' 95 581 24 68 28 4'? 35 26 l7L 0 0 0 0 47 35 26 1770000 PCE AdJ:.oo 1.oo 1.00 1'00 1.oo 1.oo 1.00 1'00 1.oo 1.oo 1.00 1'00Reduced Vo1 00 : 9'? !225 40 L2t 1 681 24 68 28 MLF Adj:1 oo 1.oo L.oo 1''00 1 oo 1.oo 1.o0 1'00 1.OO 1.OO 1.OO 1'00 Final Vol. :91 :-225 40 12].681 24 68 28 4'7 35 26 L1L -ll-llll-- SaE/Lane:1900 1900 1900 190 o Lgoo 19oo 1900 1900 19oo 19oo 19oo 1900Saturation Flow Module: Adjustmen t: 0.95 0.95 0.85 0.95 0 95 0.85 0.38 0 ' 91 0 91 0.63 o-87 0'87 Iranes 1.00 2.00 l..oo 1.00 2.00 1.oo 1.oo 0.37 0 63 1.oo 0.13 0'8? Final Sat. : 1805 3610 1615 1S05 3610 161,5 730 646 1 076 1201 22L L432 il CapacitY AnalYsis Module: o.05 o-34 o'02 o'o? o'19 o'01 0'09 0. 04 0.04 o. 03 o ' 12 0 'L2****Vol/Sat:******** o .22 o .22 0.22 0 '22Crit Moves: Green/CYc1e : 0. L5 0.62 O '62 O 'L2 volume/CaP:o.37 o.54 o.04 0's4 Uniform Del IncrernnEDel: o .60 o .60 o .22 0 '22 0.31 0.o2 0.43 0'20 o.20 0.13 o.54 0'54 8.8 7.2 30.3 28'7 28.7 28.3 3l..2 3L '27 l-7 DelaY Adj:1.oo 1.oo 1.o0 1'00 1. oo 1 . oo l'.00 1" 00 1.oo 1.oo 1.00 1"00tniEOueuDel: DeIay/Veh:3s.6 g.9 6'5 39'8 8.9 '?.2 32-t29'o 29 .o 28.5 32 -9 32 '9 34.7 g .6 6.5 31 't 0.9 0.3 0.0 2'A o.o o.o 0.0 0'0 3 10 0.1 o.o 1.8 0'3 o.o o.o 0.0 0'0 8.9 '? .2 32 -t 29 'o 0.3 0-2 1. o.o o.o o.o 0'0 1 1 oo 1.OO 1.o0 1'00 2 9.0 28.5 32-9 32'9User DelAdj : l'.00 1.00 l" O0 1' 00 1.oo 1.oo 1.00 1'00 AdjDel/veh:35.6 g.9 6.5 39'8 LOS bY Move D A A D A A C c c c c c 2 2 z 5 5 **********t******************5 0 Hfi2kAvgQ:*************************************************** s the numbe r of cars Per lane Note: Queue reported i ******************************************************************************** Traffix 7.8'0L15 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER il----ll 0 4 --ll 0 Page 7-1Fri MaY 26, 2OOG 0?:38:23 PM Existing Level Of Service ComPut aEion RePort 2OOo HCM OPe rations Method (Future Volume ALternative) ******************************t************************* ************************ Int.ersection #1 SH 82 &********************C'MC Road ********t***************************************************Cri tical VoL./CaP. (X):0 .581 Cycle (sec). :90 16 .8 Loss Time (se (Y+R=4 .0 sec) Average Level O Delay (eec/veh): Bc):f Service opts imal CYcIe 50 ************************ ********************************************************CMC ROAd Street Name sH 82 Approach:Nort.h Bound South Bound EasE Bound wesE Bound 3 RI,T RI,T R RI,T Movement IJ T il ililPermicted PermittedProtectedControl: Rights Min. Green: ProtecEed Include Include 0 10 0 IncludeInclude 0010o20 10201 100 101001000 20 0 10201 ll--Lanes: Volume Module >> Count Date: 23 Mar 2OO5 << PM Peak Hour Base Vol:92 Ll64 38 L t5 647 Initial Bse:92 tL64 38 115 647Growth Adj : L.00 1.00 1'00 1 00 1.00 1.oo 1.oo 1-00 1 oo 1.oo 1.00 1'0023 55 2',1 23 65 2'7 0 0 00 23 65 32 4s 24 68 34 47 00 45 33 25 162 45 33 25 L62 36 0 00 05 5321 00 User Adj 1.00 1.00 r-. oo 1.00 1.00 1.oo 1.oo L.o0 1"00 1.oo 1.00 1.00 PHF Adj o .9s 0.95 0.95 o.9s 0.9s 0.95 0.95 0.95 0 ' 95 0.95 o.9s 0.95 Added VoI:I 0 0 PasserBYVol: Initial Fut:92 lL64 46 151 641 PHF volume:97 L225 48 159 681 Reduct Vol:0 Reduced VoI: 97 a2 25 48 159 0000 00 0 0 38 28 183 4 o 29 1.93 0 0 0 47 40 29 1930 681 24 68 34 PCE AdJ:1 .00 1.oo 1. oo 1.00 1.oo 1.oo L.00 1'00 1.oo 1.oo 1.00 1'00 MLF Adj L.00 1 oo 1 .00 1.00 1. OO 1. oo 1.00 1 ' oo 1.oo 1.oo 1-00 1'00 47 40 29 193 Final VoI.97 :-,225 48 159 il SaturaEion Flow Module:19oo 19oo 19oo 1900 o.91 o'53 0.8? 0'87Sat/Lane:1900 1900 19oo 1900 19oo 19oo 1900 1900 581 24 68 34 --ll Adjustmen t: 0.95 0'95 o.85 0.95 o.95 o.85 o.36 0'91 Lane6:1.00 2.00 1. oo 1.00 2.oo 1.oo 1.oo 0'42 0 58 1.oo 0.13 0'87 Final Sat. : 1805 3610 16L5 1805 3610 1615 57s '720 1 013 1191 2]-9 L434 ll --ll CapaciEY Anal VoI/Sat: ysis Module: o.05 0.34 0 03 o.09 0.19 o'01 0'L0 0 05 o.05 o-03 O'13 0'13**** ******** Green/CYcle : 0.L4 0.58 0'58 0 .L5 0.59 0.59 o'23 0'23 o .23 0 .23 0 .23 0 '23Crit Moves: 58 o.32 o.03 0.44 0'20 o.20 o-l'5 o-58 0's8 volume/CaP 0.38 0.58 0.0s 0 Uniform DeI : 34.9 11.8 8'0 35'5 g.2 7 .6 29 -6 27 '9 27 .9 27 .5 30.7 30 '7 DelaY Adj:r.. oo 1. oo L. o0 1' 00 1.oo 1.oo 1.00 1'00 1.oo 1.oo 1.00 I'.00InitQueuDel IncremntDel : AdjDeI/veh: LOS bY Move HCM2kAvgQ: 0.9 0.4 o'0 3'L o.o o.o o'o 0'0 .2 8.1 38.7 35.8 t2-2 8'1 38'7 o.1 o.o 2-0 0'3 o.o o.o 0.0 0'0 9.3 7.6 3t-5 28'2 o.3 o.2 2.3 2'3 o.o o.o 0.0 0'0 28.2 27 .8 33 .0 3 3.0 User DelAdj 1.00 1.oo 1.00 1 .00 1. oo 1. oo 1.00 1 ' 00 1.oo 1.oo 1.00 1'00DeIay/Veh:35.8 t2 9.3 '7.6 3t.6 28'2 28.2 27.8 33-0 33'0 c c ccc c :D A D A A 1 5 5 0 2 z **************************** 1 6 6 ************************z 312 **************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER PM Existing Fri t"tay 26 ' 2006 0'?:38"23 Page 8-L Level of Service Comput'ation Report 2ooo Hc'tvl 4-way stop r"reiiJa-ist"" Volume'Alternative) ******************fi******i********ii******************i***************t******** IntersecEion #4 Pinon Mesa & CMC Road *************t***{ *****************i*i***************ri*****************************t************* cycle-(secl:^^,,. ,03 ,r**=n . """; r:;;;'Jil;'?3E;)xl;, , t }i: toss Time (sec): 0 (Y+R=4'u s Lever of serwice, A Opai*af Cy:i::----*****l******************************ii************************ *'**********************i*t"'- cMc Road Street Name: Pinon ippt"".fr: North Bound ,-o-ta*a"t; L - T - R rl---------------l Conrrol: Stop Sign Riqhts ' Include ,i.i.-ot."t: o o o i.".": o o 1l o o ,l---------------l Volume Module: >> CounE Date: g"atvor.: o o o -Ci"rat, oa:' 1'oo l"oo 1'00 i"ili.ra-=.' o o o u".ieal: 1'oo1'oo L'oo Pnr-"al, O'9s o'95 0'95 ;;;";i"*.: o o o n"ir"t vo:.' o 0 0 *.a"."a,"ft O o 0'rCE-oai3 1'OO 1'00 1"00 mi""ai: 1'oo1'oo 1'oo ;i;"iiot., o o o Mesa SouEh Bound l,-T-R East Bound IJ-T-R v{est Bound IJ-T-R ll ll stoP Sign Include 000 00000r---------ll', t.y 2006 << PM 000 1.oo 1.oo 1.00 oo0 1.oo l..oo 1'00 0.95 0.95 0.95 oo0000 oo0 1.oo L.o0 1.00 1. oo 1 . o0 1.00 000 SEoP Sign Includeoo0oo010-------l Peak Hour 0]-270 r,. oo 1. o0 1.00 o t2'7 0 1. oo 1. oo 1.00 0.95 o.9s 0.9s 01340 000o 134 0 L.oo 1.o0 l'.00 t.oo 1.oo 1.00 01340 StoP Sign Include 000 01000 l---------------l o16 1.00 1.00 o '76 1.00 1.00 o.9s 0.9s 080 00080 1.00 1.00 1.00 1.00 0 80 0 1.00 0 1 .00 0 .9s 0 0 0 1 .00 1.00 0 il oo 1.oo L.oo 1'00 oo o.oo o.o0 0'00 oo00 Saturation Ffow Module: adiustment: 1'00 1'C0 1 i"i.": o'oo o'oo o Final Sat': 0 0 1. oo 1. oo 1 .00 o.oo 1.00 0.00 09040 1.oo 1.00 1.00 o.oo 1.oo 0.00 o 891 0 CapacitY AnalYsis vol/Sat: xxxx Module:xxxx xxxx xxxx xxxx xxxx * O;11. *x)o<x * 0.1****** ****** 0.09 xx)<x**** 1 .4 0.0 r. .00 1 .00 7.4 0-0 A* 7.4 1 .00 '7.4 A 0.1 0.1************ ************ Crit Moves: De1ay/Veh: O'0 O'O O'O O'O -O'O O'O O'O 1'7 0'0 Delay Adj: ''Oo '''OO r'OO r'OO r'OO 1'OO 1'OO L'OO 1"00 AdjD;r/veh, o.o ';:; ';;; -o'o -o'o o;o o;o ';' o;o LOS bY Move: * r 7.1 ipptl'""nP"r t xxxxxx xxxxxx DelaY Adj : xxx)<x xxxxx l" o0 APPrAdjDel: xxxxxx xr<xxx 1 '7 LOS bY APPr: * * A AllwayAvgQ: O'o O'O O'o O'O O'O o'O o'2 o'2 O'2 **t*********************************i************************* Note: Queue reported is the number.of cars per lane' *****************Ii*****************i*i****i****************** 0.0 1 .00 0.0 Traf f ix 7.8 . O1L5 (c) 2006 Dowling Assoc ' Licensed Eo SCHIVIUESER GORDAI'I MEYER Page 9-1 PM Existing Fri MaY 26, 2006 07:38:23 Level Of Senrice ComPuEa tion RePort 2 oOO HCM -way StoP Method (Future Volume AlE ernative) ******************************************************************************** lnEersection #4 Pinon Mesa & c'I'{C Road 0 .201************************************************ cri rical vo1 . /CaP. (X) : ******************************** eyc Ie (sec):100 i.g. o.r"Y (sec/veh '7 .g IJOSs Time (sec):0 (Y+R=4.0 sec) Ave A 0 Ire1Ie 1 Of Service:***********************opt imal CYcIe *********************************************************Cllc Road Street Name:Pinon Mesa South Bound East Bound West Bound T RRI,Approach North Bound RL TTLTRI,llMovementllll stoP Sign StoP sign StoP Sign StoP Sign Include IncludeControl: Rights: Min. Green: Lanes: Base VoI: Initial Bse Added Vol PasserBYVol: PHF volume ReducE vol: Reduced Vol rnclude 0 0 0 Include 0 0 0 00 Loo1o00 00 0 0 o 1! o 0 0 ooooo00 il--ll ll volume Module:>> Count Date: 3 MaY 2006 << PM Peak Hour 000127 1.oo 1.oo 1.oo 1'000o76 3 0 0 0 0 0 00 00 29000 290 31 0 00 0 Growth Adj : 1.00 1'00 1.oo 1"00 1 .oo 1.oo 1.00 1'00 00 0000 00 00 00 00 00 0 o l2'7 0 o 0 48 0 o L27 48 076 2 0 2 0 0 00 00 375 00 1. o0 1.00 1.oo 1.oo 1.00 1 oo 1.oo 1.o0 1'00 L.oo 1.oo 1.00o Initial Fut: PHF Adj:0.95 0.9s 0.95 0.95 0.95 0 .95 o.95 o-95 0'95 o.9s 0.95 0.95Ueer Adj:380 0 2 0 o 134 51 0 380 0 0 --ll 0 00 o 134 510 2 0 .00 1. oo L. o0 1.00 PcE Adj:1.00 1.00 1.oo 1.00 1'00 1. oo 1. oo L.00 1 0MLF Adj:1.00 1.00 1.oo 1.00 L.00 l..oo 1.oo 1.O0', 1 00 1.oo 1.oo 1.o0 0 134 51 380 0 31 0 31 0 2Final Vol ' :ll- Saturat ion Fiow Module: AdjusEment : l'.00 1'00 1.oo 1.00 L .oo 1.oo 1-00 1'o0 Lanes:0.93 0.01 o.06 0.00 0 0 oo o. oo 0.00 0 ' 73 s0066s 1.oo 1.oo 1.oo 1'00 27 o.04 0.96 0'00 252 33 824 0 0 FinaI Sat.: 7O2 0 48 **** ll il capacity Anal Vol/Sat: ysis Module 0.04 0.00 O.On xxxx xxxx xxxx xxxx 0 .20 O.2O O'10 0'10 xxxx******** Crit Moves: DelaY/veh:7.8 DeIaY Adj:1..00 1.oo L.oo 1.00 1 oo 1.oo 1.00 1'00 1.oo 1.oo 1'00 L .00'7.8 '1.8 0.0 0 '7 .8 '7 .8 0.0 * xxxxxx xxxxx xxxxxx * o o.o 0.0 '1'9 o.o o.o o'0 7'9 ** 7 9 7.g '7.6 't-6 0'0 '7 .g '? -6 7.6 0.0 A A A A 7.6 1.00 1 .00 ?o 7.6 A A * AdjDel/veh LOS bY Move:A A A ApproachDel:7.8 DelaY edj:1 .00 ApprAdjDeI 7.8 Los bY APPr:A r ?,8 o o.o o.o 0'0 0 o o.o o-2 o'2 o.2 0.1 0.1 0'1 AllwayAvgQ *************************************ted is the nurnber of cars Per lane Note: Queue rePor *******************************************0 Traffix 7.8.0115 (c) 2OO5 Dowling Assoc Licensed to SCHMUESER GORDAN MEYER 0 0 * 0 Fri MaY 26,2006 09:54:40 Page 1-1 20L1 Nq Scenario: Command: Volume: GeometrY: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Conf igurat ion : Scenario RePort 2011 AM Default Command 201L AM Default GeomeEry Default ImPact Fee Default TriP GeneraEion Existing Distribution AItl Default Paths Default Routes Default Configuration Traffix ?.8.01L5 (c) 2oO5 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER Fri MaY 26, 2006 09:54:40 Page 2-1 201,1. AM Zone # Subzone Amount Units TriP Generation RePorE Forecast for Single Family Home AI'1 Rate Rate In OUE Trips TriPs In Out Total t of Trips Total 1 Pinon Mesa 80'00 Single FamilY zone 1 Subtotal o .19 0.56 15 15 45 45 60 100.0 60 1.00.0 15 45 60 100.0 TOTA], Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Page 3-1Fri MaY 26, 2006 09:54:40 2011 AM TriP Di6tribution Report Percent Of Trips Existing DisEribuEion AM 1 To Gates 3 4 50. o Lo. o 30.0 10 ' 0 Zone 1 Traffix ?.8'01L5 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Fri MaY 25, 2006 09:54:40 Page 4-L 2011 AM Volume Nort'hbound Type Left Thru Right Turning Movement RePorE Single FamilY Home AM Southbound Eastbound t eti ttrru Right Left Thru Right Westbound Total Left Thru Right Volume #1. SH 82 e CMC Road e""" 81 964 60 Added O 0 s ToEal 81 964 55 l_10 0 110 59 0 59 44 2 46 t42 0 142 34 5 39 117 23 140 ].652 0 282 I 0 0 0 80 t4 94 3625 5'7 3682 290 t652 #4 Pinon Base Added Total Mesa & C'lvlc Road oo00 4t050 4t050 0 150q0 0 150 0 t4 L4 0 106 202 L06 0 0 0 0 0 0 256 62 318 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Pri MaY 26, 2006 09:54:41 Page 5-1 2011 AM Impact Analysis RePort Leve1 Of Service Intersection # 1 SH 82 & CMC Road # 4 Pinon Mesa & CMc Road Base Det/ v/ LoS veh C B 17.0 0.582 Future Del/ v/ LOS Veh C B 1?.8 0.696 Change in + o.867 D/v + O.O22 \/CA '1 .8 0.:-75 A 7.9 0'1'98 Traffix 7.8'0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Fri May 26 , 20oG 09:54 :41 Page 5-1 2011 AIvl Level Of Service t 2ooo HCM OPerations Method *************************************** Computation RePort (Base volume Alternative) ***************************************** InEersection #1 SH 82 & CMC Road ******************************************************************************** Cycle(sec):goCriticalvol'/Cap'(X):0'582 Loss Time (sec): 3 (Y+R=4'0 sec) Average De1ay (sec/veh) 17'0 Optimal Cycle z 69 Level Of Service' B ******************************************************************************** street Name: sH 82 E-6 CMC Road Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R IJ - T - R L - T - R r---------------ll -:-------ll- --------ll-- -------l Control: Protected Protected PermitEed Permitted Right.s: Include it'"f"a" fnclude fncfude Min.Green: 0 20 o o 20 o o 10 o o 10 0 Lanes: 1 o 2 o 1 1 o i o o o 1 o 1 o o 1 o t----:--:-------t l- --------------1 l----- ----------l l- -----l X:::nl;.ftu1e: 2011r:;"'":: *rr, ,rr, i.1o se 44 142 8o 34 tt'l GrowthAdj: 1'Oo1'OO 1'oO 1'OO1'OO 1'OO 1'OO1'OO 1'OO 1'OO1'00 1'00 rnitial Bse: 81 964 60 2d2 :1652 110 59 44 142 80 34 t].'7 userAdj: 1.00L'oo 1'OO 1'OOi'oo 1'oo 1'OO1'OO 1'OO L'oo1'00 L'00 PHFAdj:0'9sO'950'950'950'950'950'950'950'950'950'950'9s PHF Vofume: 85 1015 63 2g7 L73g 116 62 46 t4g 84 35 r.23 Reduct Vol: O O O O O O O O O 0 0 0 Reduced Vol: 8s Lols 63 297 t'139 116 9? 46 t4.g 84 36 123 PcEAdj:1.001.001.00]'.oo1.0o1.oo1.oo1.oo1.oo]..001.00]'.00 MI,FAdj:1.oo1.oo]..001.001'oo]-.oo1.oo1.oo1.oo]..00]..00]..00 Final Vol. : 85 1015 63 2g7 t73g 116 62 46 l4g 84 35 123 1-----------:---1 1--------- ll-:--- --ll-- SaturaEion Flow Module: Sat/Lane: 1900 1900 l-900 Adjustment: 0'95 0'95 0'85 f,aiesr 1.OO 2'00 1'00 Final Sat.': 18O5 3510 1615 19 00 0 .95 1 .00 180 5 ll----- 0 .16 190 0 0.95 2.O0 1 900 0.8s 1.00 3610 151'5---- | 190 0 0.89 o.24 398 190 0 0.89 o.76 L285 1900 1900 0.34 0.88 1.00 0.23 646 378 190 0 o .42 1.00 802 190 0 0.88 o .17 13 01 CapacitY Anal Vol/Sat: Note**** ysis Module: o. 05 0.28 0.04 0.48 0.07 0.08**** o. ?1, 0.71 0.19 o .68 0 .10 0 .41 '7 .5 4.2 31.9 0.8 0.0 1.7 o.o 0-0 0.0 1 . oo 1.00 1.00 8.3 4.2 33-7 L . OO l-.00 1,.00 8.3 4.2 33.? AAC 15L2***************** o.t2 0.13 0.09 0 - 09 **** 0.19 o. L9 0.19 0 - 19 0.61 0.68 0.50 0.50 33 .3 33 .9 32.s 32 '5 3.4 14.5 :--2 1.2 o.o o.o 0.0 0.0 r. . oo L. oo 1 .00 L.00 36.'7 48.4 33.7 33 -'1 1. oo 1. oo L.00 1 .00 36.1 48.4 33.7 33 -7 DDCC 6444*********************** r********************** Crit Moves' **** creen/cycfe:0.0? 0'49 o'49 0'29 Vofume/-CaP: 0'58 0'57 0'08 0'57 Uniform Pe1, +O ' 9 16 ' 3 t2 '2 27 '4 irr"...trao"1 : 14'4 o'5 0'0 1"6 initQueuoet' o'O o'o 0'0 0'0 ,"f.V oaj' 1'OO 1'OO L'00 1'00 P.fay/Vefrt 55'3 16'8 L2'3 29'O User'OelAdj: 1.00 1'00 1'00 1'00 oaiO.fTV"n' SS ' 3 15 ' 8 a2 '3 29 'O io6ryruor", E B B c lrCr.lZfir"gOt 4 11 1 I *******i************************** o.1.2 0. r.9 0.61 33 .3 3.4 0.0 1 .00 36.7 t .00 36 .7 D 6****** ******: Queue rePorEed is the nuniber of *********************t*********** cars Per lane************** Traffix 7.8.01L5 (c) 2006 Dowling Assoc' Licensed Eo SCHMUESER GORDAN MEYER 2011 AM Fri MaY 2 Leve} Of Service ComPu taEion RePort 2OOO HC}l OPe rations Method (Future Volume Alterna tive) 6 , 2006 09:54:41 Page 7-1 ************************ Inter section #1 SH 82 &CIVIC Road ********************** ************************** ********************************** ******************t*************** Crit ical vol . /CaP. (x)0.696 Delay (sec/veh):17.8Cycle ( sec). :90 Loss Time (sec (Y+R=4. O sec) Average' Level Of3 Service B opt imal CYcle 60 ************************ ********************************************************CMC Road SEreet Name sH 82 North Bound SouEh Bound East Bound Vlest Bound ******************** ApProach Movement:L T ConErol:Prot.ected Right.s:Include T RL T R T RIJRL Prot.ecEed fnclude Permitted Include Permitted Include 0 1.0 0 --ll 00 20 B000 00 0 10 0o20001. 10010 10010Min. Green: Initial Bse Reduct Vol: 102 : 81 964 60 0 00 01, 102 --ll -llIraneS: Volume Module : 2011 ForecasE Nvl Base Vol:81 964 60 282 ].65 2 110 59 44 14 2 80 34 ll7 Growth Adj : l'.00 1' O0 1' 00 1. oo 1.00 1 oo 1.oo 1.00 L'0 o L.oo 1.00 1'00 282 ]-652 L10 59 44 l.42 8o 34 117 0 00200 00 1452300Added Vol:0 5 0 0 0 0 PasserBYVol:8L 964 65 290 ].652 110 59 46 t42 94 39 140 User Adj:1. o0 1.00 1. oo 1.00 1.00 L. oo 1 . oo l'.00 1 oo 1.oo 1.00 1'00Initial Fut: PHF Adj:0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0 gs 0.95 0.95 0 ' 9s t49 gg 41 ].47 oog0PHF Volume 85 1015 68 305 1739 115 62 48 0 000 Reduced Vol : 85 1015 68 305 1739 116 62 48 L49 99 4t L47 .oo 1.oo 1.o0 1'00 PCE Adj:1. oo 1.00 1. oo 1.00 1.00 1. oo 1. oo 1.00 1 MLF Adj 1.00 1.00 1. oo 1 - O0 1.00 1.oo 1.OO 1.oo 1 oo 1.oo 1.00 1'00 Fina1 Vo1 85 1015 68 305 1739 116 62 48 t49 gg 41 147 il ll Sat/Lane:1900 1900 19oo 1900 190 o 19oo Lgoo 1900 19 oo 19oo 1900 1900 Sa turation Flow Module: Adjustmen t: 0.95 0'95 0.85 0.95 0.9s 0.85 0.38 0.89 0 89 0.36 0.88 o ' 88 Lanes:1. o0 2 .00 1. oo 1.00 2.00 1. oo 1. oo 0.24 0 "7 6 1.oo 0.22 0'78 1615 1805 3610 1615 728 4L2 L2'l 3 688 366 1312 FinaI Sat. : 1805 3610 ilil vol/Sat:05 0.28 0 04 0.1? 0.48 0'07 o.09 0.12 0.12 o'14 o'11 0'11 ****CapacitY AnaIYs is Module: **** Green/CYcle: o .o1 0.47 0 -4'7 0 '2 9 0.69 o .69 0 '2:. o '21 o .21 0 -2t o.2L 0 '2LCrit l'loves:**** VoIume/CaP: 0 70 0.59 o.09 0'59 o.70 o.10 o'41 0'57 0.5? o.70 o-54 0'54 Uniform De1: 4L o 1?.3 13 .0 27 "7 I 2 4.6 31.0 32'1 3 2.! 33 .1 31.9 3L ' 9 lncremntDel: L6 ' 1 0.6 0.1 L.8 0 0.0 o.o 0.0 0 .g o.o 1.8 2'2 o o.o 0.0 0'0 .1 4.6 32-8 34'3 2.2 14.0 1.8 1'8 o.o o.o 0.0 0'o DelaY Adj: 1'00 t.oo 1.oo 1.00 1'oo 1.oo 1.00 L'00 1.oo 1.oo 1-00 1'00IniEQueuDel: 0 ' 0 DelaY /veh: 57.7 1?.8 13'o 29'5 9 Adj Del/Veh: 57 'l 1?.8 13 .0 29 '5 Los by Move: E B 9.1 4.6 32.a 34'3 3 4.3 4'?.t 33.7 33'? 4.3 47 .L 33 .'7 33 '7 c D c 3 User DelAdj: 1'00 L.oo 1.oo 1.00 1 oo 1.oo 1.oo 1'00 1 oo 1.oo 1.00 1'00 c A A c c HClvl2kAvgQ:***********t****************************************** 1 6 4 ******************t******* C 5 56 1 8 164 11 Traffix 7.8.0115 (c) 2O05 Dowling Assoc'],iCCNSCd tO SCHMUESER GORDAN MEYER ll-- il-- B Page B-1Fri MaY 26, 2OO5 09:54:41 2011 AM *ve ** on RePort lume Alternats************* ,r i, Vo'** 1 * a * ComPut, , (Base ****** Of Service StoP Method************ & CMC Road************ Level HCM 4-WaY********* .non Mesa * *************** ********************* X): 0'1?6* 2000 r***** #4 Pi***** ec ** ************' IntersecE ion ************ Cycle (sec): Loss Time (s Optimal CYcl************ 20L 0 00 0 00 95 0 0 0 ,00 .00 0 1 L Volume Modufe Base vo1 3 Growth Adj: rnitial Bse: User Adj: PHF Adj: PHF Volume: Reduct VoL: Reduced vol: PCE Adj: MI,F AdJ: :ii:l -l3i -: - r 7.8 A ****************** est Bound -T-R CMC Road 6t Bound w T-RI,t: LR Bound veh) ******************** critical vo1./Cap. (. Average oelaY (sec/ Level Of Service: ******************** + * * Y ******* 100 0 0 StoP Sign Include 00 o 0 L! 0 Control: Rights: Min' Green LaneS: * 0 *********************** Pi Mesa South I IJ-T non secR=4 *** :. North Bound L-T- StreeE Name Approach: Movement: st,oP Sign lnclude 000 1000 op Sign Include 00 r000 SE 0 00 1 1 0 1 1 0 11 1 0 1 1 0 1 1 0 0 00 --- il --- Stop Sign Include 00::i0 0 ll--0 0 00 0 ,00 ,95 0 0 0 .00 .00 -: 106 1 .00 106 1 .00 0 .95 tt2 0 tL2 r. .00 1 .00 _ ::?. 0 00 0 00 .95 0 0 0 .00 .00 : 0 o0 0 00 95 0 0 0 00 00 0 1. 0. 150 1 .00 150 1 .00 0 .95 158 0 158 1 .00 1.00 158 0 .00 0 .00 .95 0 0 0 .00 .00 0 0 00 0 00 95 0 0 0 00 ,00 0 0 00 0 00 95 0 0 0 00 ,00 0 0 1 .00 o 1 .00 0.95 0 0 0 1 .00 1 .00 0 AIrlForeca 0 00 1. 1 0 l_ 1 L 0 st 0 00 0 00 otr 0 0 0 ,00 .00 0 0 00 95 0 0 0 00 00 0 1 1 0 1 1 1 1 L 1 1 1 1 L 1 1 1 1 t_. 1. 1.oo 1.00 1.00 o.oo 0.00 0.00 000 r..oo L.oo 1-00 1'00 o.oo o.oo 1.00 0'o0 008970 1.oo 1.00 L.00 o. oo 1 . o0 0.00 08870 Saturation FLow Module: Adiustsment: 1'00 1'00 laies: O'OO 0'00 Finaf Sat.: 0 o il ---- xxxx xxxx xxxx xxxx 0.L8 x)(xx**** xxxx 0.13 xxxx**** o.o '7-6 0-0 1. oo 1.. o0 1.00 o.o 1.6 0.0 *A* 7.6 1.00 7.6 A 0.1 0.1 0.1' ***************** ***************** ilt------- capacity Analysis Module : vot/Sat: xxxx xxxx xxxx ;:i:rH;:' o.o o:9 -o:9 .o;l .o;l ,o;l ,li3 r''' o'o Delay Adj: r'Oo r'OO 1'OO 1'OO 1'OO 1'OO 1'OO 1"00 1'00 AdjDel/veh: 0'o -;'; o'o o'o o'o o'o o'o 7 '8 0'0 LOS bY Move: I * * * * * * A * ApProachDel: xxxxxx xxxxxx 7 '8 DelaY Adj : xxxxx xxxxx 1 ' 00 APPrAdjDel: xxxxxx xxxxxx 7 ' 8 LOS bY APPr: * * A Al1v[ayAvgQ: 0'o O'O O'O O'O O'O O'O O'2 o'2 O'2 ******************************************************t******** NoEe: Queue reported is the number of cars per lane' *******************************************i******************* Traffix ?.8.0115 (c) 2oo5 Dowling Assoc' Licensed to scHMUEsER GoRDAN MEYER t ): il-- Fri MaY 25, 2006 09:54:41 Page 9-1 2011 AM Leve1 Of Service ComPu taEion RePort 2OOO HCTVI 4-way StoP Method (Future Volume Alterna tive) ************************************************* ******************************* InEerse ction #4 Pinon Mesa & CMC Road ****************t**************************************t************************ Critical vol-/CaP. (x) :0.198 Cycle (sec):r.0 0 '? -9 Loss Time (sec A OpEimal CYcle:0 ******************************************************************************** Pinon Mesa CMC Roa d Approach:Nort.h Bound SouEh Bound East Bound WeBt BoundStreet Name: (Y+R=a . o sec) Average Delay. (sec/veh) : Level Of Service: T T-ll St.op Sign Stop Sign fnclude Include 0 St.op Sign Include 0 0 0 RIJ RI,T R L T RI,Movement:------l ConErol: Rights: Min. Green: StoP Sign Include 0 0 0 ll-- 0 0 LaneS:o o l.! o o o o 0 0 0 ooo1o01000 ll Volume Module : 2011 Forecast Al4 Base VoI: GrowthAdj: 1'OO 1'00 I' IniEial Bse: 0 150 0 106 0 .00 1.oo 1.oo 1.OO L'00 L'00 1. oo 1. OO L.00 1 ' 00 0 0 150 0 0 1.06 0 0 0 00 41 0 00 43000 00 00 00Added VoI:5 0 0 0 o014 0 o 150 L4 o 158 15 0 2o 00 00 2 ]-06 0 2 Ll2 0 0 0 User Adj:1.00 1 .00 1.00 1.00 1 oo 1. oo 1. oo 1.00 1 ' 00 L. oo 1.00 1 .00 PHF AdJ:o.9s 0.95 o.9s 0 ' 9s 0 95 0.95 o.95 o'9s 0'9s 0.95 0.95 0.95 PasserBYVol: 5Initial Fut: 41 0 PHF Volume:5 Reduct vo1 Reduced Vol: 43 0 5 PCE AdJ:1.00 1.00 MLF Adj:1.00 1.00 1.oo 1.oo 1-OO 1'00 1'00 1.OO 1.OO 1.OO 1'00 1'00 o 158 L5 2 Ll2 0 1. oo 1. oo 1. oo 1.00 1 ' 00 1.oo 1.oo 1-oo 1'00 1'o0 00 0o00 0 0 0 00 000 00 0 0 158 15 2 Lt2 0 430 5Final VoI. :ll saEuration Flow Module: Adj usEment: 1.00 1'00 1.oo 1.OO 1.oo 1'00 1'00 1.oo l..oo 1.OO 1'00 1'00 0.89 0.00 0 1L o.oo o-oo 0.00 0'00 0.91 o.09 o.02 o-98 0'00 Lanes:0 799 75 16 833 0 FinaI 000Sat.: 664 0 81 1.8 7.8 0.0 1. oo 1.00 1 .00 7.8 7.9 0.0 AA* 7.8 1.00 7.8 A 0.1 0.1 0.1 ***************** ;:li:::T *.11:;: IiiI'";.0, p{xx x)sx xx)s xxxx o.2o o-20 o'13 o'13 xxxx !*** **** 8.1 1.00 8.1 0.0 8.1CriE Moves; **** i"i.Vlr"n' 7's o'o 7's o'o o'o 0'o ;;r.i'aal' 1-oo 1'oo 1'oo 1'oo 1'00 1'00"oiiol,rlr"r.'- 1'9 o'o 1's o'o o'0 0'0 lo6-fy lvror., A * A * * * apProacnOet, 7 '9 xxxxxx Pliayaaj, 1'oo xxxxx eppriajP"r . 1'9 xxxxxx LOS bY APPr: A * ^ii*"V^"g'O: 0'1 o'1 o'1 o'O 0'0 0'0 *t******************************************** Not.er Queue rePorted is Ehe number of cars per 1.00 1.00 0.0 8.1*AA 8.1 1.00 8.1 A 0.2 0.2 0.2 ***************** lane. Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed Eo SCHMUESER GORDAII MEYER ): 0 0 0 0 0 00 0 ll ll-- 5 Page 1-1 201,1 PM Fri MaY 26' 2006 09:31:4 Scenario RePort Scenarlo Command: Volume: GeometrY: ImPact Fee: TriP Generation: TriP Distribution: Paths: Routes: Conf igurat ion : 2011 PM Default Command 2011 PM Default Geometry Default Impact Fee Default TriP Generation ExisEing Distribution PM Defau1E Paths DefaufE RouEes Default Configuration Traffix 7.8'0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDN'I MEYER 201j. pM Fri t"tay 26, 2006 09:31:45 Page 2-1 Trip Generation RePorE Forecast for Single FamilY Home PM Zone # Subzone Amount Units 1 Pinon Mesa 8O.OO Sing1e FamilY Zone 1 Subtotal 51 51 30 30 81 r,00.0 81 r.00.0 Rate Rate In Out Trips TriPs In Out Total t of Trips Totaf 0 .64 0.3? 51 30 81 100.0 TOTAI, Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAN MEYER Fri MaY 26, 2006 09:31:45 Page 3-1 2011 PM trip Distributsion RePort Zor]e Percent Of Trips Existing Distribution PM To Gateg t23 ?o.o Lo.o 15.0 5'0L Traffix 7.8'0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER 4 201L PM Fri MaY 25, 2006 09:31:45 Page 4-1 Turning Movement RePorE Single FamilY Home PM Southbound Eastbound Left. Thru Right Left Thru RightVolume Northbound Type Left Thru RighE #1 SH 82 & CMC Road Base 139 L763 Added 0 0 Total 139 1763 #4 Pinon Mesa & CMC Road Westbound Total Left Thru Right volume 58 I 66 t'74 36 2t0 35 0 35 115 0 115 54 5 s9 43 q 48 3716 78 3794 980 0 980 76 0 76 50 3 53 229 21 250 Base Added Total 0 29 29 0 0 0 0 2 2 o 202q0 o 202 0 48 48 0 111 30 3 111 313 82 39s 0 0 0 0 0 0 0 0 0 0 0 0 Traffix ?.8.01'15 (c) 2006 Dowling Assoc' Licensed Eo SCHMUESER GORDAN MEYER Page 5-1Fri MaY 26, 2006 09:3L:45 2011 PM Impact AnalYsis RePort Level Of Servrce IntersecEion # 1 SH 82 & CT'IC Road # 4 Pinon Mesa & CTVIC Road Base De]-l \l I LOs veh C c 2:..4 0 .820 Futureoetl vl LOS Veh C c 24.1 0.859 Change in + 2.737 D/V + 0.056 v/cA 8.7 0.237 A 8'4 0'293 Traffix ?.8.0115 (c) 2oo5 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Page 6-1Fri MaY 26, 2006 09:31:45 2011 PM 2000 HCM ********************** Level Of Service ComPuEatio" RtP?::. ;;;;.i;"; y::l:1. l::::.Y:1:S.ti::::i:lli I * * * * * * * * * * * * * * * ****************t' rntersection #1 sH 82 & cMc Road !+********r********************************** *****************i***************************t*******' Cvcle (sec): 90 Critical vo1'/CaP' (X): 0'820 r,oss time (sec) : 3 (Y+R=4 '0 sec) el"ttgt Delay (sLc/veh) : 2l'4 op.imal cv:}::,--.****ll****.......:::..:i:iil::.::ll::;.*****************i**** il;:::"ili-"' North "o"'dtH 82-sot"h Bound East Bound l{esE Bound Movement: L - T - R IJ - T - R IJ - T - R L - T - R control: Protected ProEected Permitted Permitted Rishts ' rnclude ;;;i;;; rnclude rnclude Min.creen, o---io o o---io o o 10 o o 10 0 Lanes: 1 o i-o 1 .1 o z-o 1 1 o o I o 1 o o 1 o -----l---------------ll----- ----------ll-------:- '----- I l---------------l volume Module: 2011 ForecasE PM 60^ ?q 11s s4 16 43 50 229 Base voI, rsg-izii sB :r74 980 3s l1s s4 16 43 crowthAdj: r'ooi'oo 1'oo r'oor'oo 1'oo 1'ool"oo 1'oo 1'oo1'00 1'00 rnitial Bse: '=' i'es 58 rzn -geo 35 115 54 '?6 43 s0 229 userAdj: 1'ooi'oo 1'oo r'oor'oo 1'oo 1'0oL'oo 1'oo 1'ool"o0 1'00 pHFAdj:0''s6'gio'eso'es;:;;o'eso'gso'gso'eso'eso'es0'es pHF vorume, rni iasi 61 res ioi2 37 t2t s'7 80 4s s3 241 ReducEvol: ;---o o o o o o o o o o o Reduced vol: 'ni ''"i 61 l'83 1032 37 L2L 57 80 45 53 24L PcEAdj: 1'ooi'oo L'oo ''ooi'oo 1'oo 1'ool"oo 1'oo 1'oo1'00 1"00 MLFAdj: 1't;i:;;1'oo''ooi'oo 1'oo 1'ooi'oo 1'oo 1'oo1'00 1'00 Final VoI. : 'nl ii'i e' res ioiz 3'? L2t 57 80 4s s3 24t ::ui:::'" "i?;,rtBtE' ,,oo 1,:g '^':: l':: '.::: "oo leoo leoo leoo leoo AdjustmenE, o'gi o'gs o'85 o'gs o'gi o'85 o'se o'gr o'91 o'57 o'88 0'88 IJanes: 1'06 i'60 1'oo ''oo i'oo 1'oo 1'oo o'42 o'sB 1'oo o'18 0'82 Final sat. : reoi 3eio 161s . "0' 'iio tets ' eaz 72o 1013 108? 2e9 1368 ---t---:-:---------l 1---l--I-- --'---l l---- '----'------1 l---------------l CaPacitY AnalYsis Module : vol/Sat: o'ol o'ii--o'on o'10 o'29 o'02 o'18 O'08 o'08 o'04 o'18 0'18 :ii!"y:;:;;, 0 ,, ;::;" . " ol".o'u' 9':1 2.'?i. "'u o 22 o'22 o'22 o'22 Volume/cap, o'ig i''i o'06 o'ti 6'ng o'04 o'82 o'35 o'36 o'1e o'81 0'81 uniformDer:34""'z'g 6's s8'i ii'-' 8'o 33'6 30'o 30'o 28'8 33's 33's rncremnEDel: t"l -i's o'o .,o'g -o"' o'o 29'? o'5 o'5 o'4 13'3 13'3 rnitQueuDel: o'6 o'o o'o ot6 ;'o o'o o:9 o'o o'o o'o o'0 0'0 Delay Adj: ''OO ''OO 1'OO ''OO ''OO 1'OO 1'OO l"OO 1'OO 1'OO 1'00 1'00 Delay/veh, au'i is'n 5's "'] ii'i 8'o ez'e io'e 30'5 2e'2 46'8 46'8 user DerAdi' ''oo i'oo 1'oo l'06 i'oo L'oo r'oo i'oo 1'oo 1'oo 1'00 1'00 AdjDel/veh, es'i is'n 6's "'t ii'r e'o ez'e io'e 30'6 2s'2 46'8 46'8 LOSbYMove: '---' A E---B A E C C C D D HCM2kAvgQ:423I79O533110L0 *****t****************************************************t********************* H:;.?::::.f::il::.1:.:l:.::H::.::.::::.:::.}:li***** *** ***** * ** *** **** * ***** Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER 2011 PM Fri May 26, 2ooi 09:31:45 Page 7-1 Level Of Service ComPuEation Report 2oooHc}4,operaEionsMethod(FutureVolumeAlternative)******************************************************************************** Int.ersection #1 SH 82 & CwIC Road **********************************************************'********************t* Cycle(sec):90Critica1Vol./CaP.(X):0.859 Loss Time (sec): 3 (Y+R=4'0 sec) Average Delay (sec/veh): 24'l Optimal CYcle: 66 Level Of Service: C ******************************************************************************** Street Name: SH 82 CMC Road Approach: North Bound South Bound East Bound west Bound Movement: L - T - R IJ - 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 20 O O 20 O O I'O O 0 10 0 Lanes: L O 2 O L 1 0 2 O l' L O O 1 O 1 0 0 1 0 ----- | - I l-------:------- | l----- --- I l-- ------- | volume Module: 2011 ForecasE BaSe vol: l-39 1763 58 GrowthAdj: l--00 1.00 1'00 rnitial Bse: 139 1753 58 AddedVol: 0 0 8 PasserBYVol: 0 0 0 Initsial Fut: :-39 t763 66 User Adj : 1.00 L.00 1 ' 00 PHFAdj: 0.950'95 0'9s PHF Volume: 146 1855 69 Reduct Vo1: 0 0 0 Reduced VoI: 146 1856 69 PCE Adj: 1-00 1'00 1'00 MLF Adj: 1'00 l-'00 1'00 Final Vo1. : 146 1856 69 115 54 76 r..00 1.00 L.00 115 54 76 050 000 115 59 '16 1.00 1.00 1.00 0.95 0.95 0.95 t2l 62 80 000 t2t 62 80 1 .00 1.00 1.00 1. O0 1.00 1.00 !2t 62 . 80 il---- -----l l PM 174 L .00 174 36 0 2lo 1 .00 0.95 221 0 22L 1 .00 1 .00 221 980 1 .00 980 0 0 980 l, .00 0.95 L032 0 7032 1.00 1 .00 1032 35 1 .00 35 0 0 35 1 .00 0.95 37 0 3'7 1.00 1.00 3'7 43 1.00 43 5 0 48 1_.00 0 .95 5L 0 51 1 .00 1.00 51 50 1.00 50 3 0 53 r. .00 0 .95 56 0 56 1.00 1.00 55 229 1 .00 229 2L 0 250 1 .00 0 .95 263 0 263 1 .00 1.OO 263 t---------------ll Saturation Flow Module Sat/Lane: 1900 1900 L900 o.57 1.00 to74 190 0 0 .85 1 .00 1615 0.95 1.00 1805 0.95 2 .00 3 510 190 0 0.95 1.00 18 05 1900 0.85 1.00 1515 1900 o.92 0.55 980 1 900 0.88 0.17 291 1900 0.88 0 .83 13 ?3 19 00 0 .95 2.O0 3 610 1900 L900 0.33 0.92 1 .00 0 .44 624 767- Adjustment: Lanes: Final Sat. :il ll I Capacity AnalYsis Modu1e : Vol/Sat: 0.08 0.51 0 ' 04 crit Moves ' **** LOS bY Move: D B A HCM2kAvgQ: 4 25 1 **************************** o. 02 0.19 o. o8 o. 08 0.05 0.19 0 ' 19 **** 58 0.23 0.23 o.23 o.2L0.86 33 .5 37 .8 0.0 0.23 0 .85 33 .4 16.5 0.0 1 .00 49.8 0 .23 0 .85 33.4 16 .5 0.0 1 .00 49.8 Green/CYcle:0.16 0.' Volume,/CaP: 0.50 0. Unif orm Del: 34 .2 l-4 IncremntDel: 1.3 3 InitQueuDel: 0.0 0 Delay Adj : 1.00 1. Delay/veh: 35.5 18 User DelAdj : 1.00 1 . AdjDel,/veh: 35.6 18 60 86 .9 00 0.58 0.50 11.3 0.2 0.0 1 .00 11 .4 1 .00 11.4 0 .14 0 .85 37 .7 24.0 0.0 0.60 0 .0? 7.6 0.0 0.0 1 .00 7.6 1.00 7.6 0 .t2 0.29**** EB oq ************* 0 0 28.3 0.4 0.0 1.00 28 .7 o.23 0.36 29.4 0.6 0.0 .04 8.2 0.0 0.0.7 .0 00 .1 1 .00 67.7 1.00 61 .'7 1.00 1 .00 8 .2 71.3 1.00 1 .00 8 .2 71.3 1 .00 29.9 L. oo 1 .00 1.00 1.00 29 .9 28 .7 49 .8 49.8 AECCCDD 06441-11 11' *************************************** 0 .36 29 .4 0.6 0.0 1 .00 29.9 1.00 29.9 Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER Fri MaY 26, 2006 09:31:45 Page 8-120L1 PM Leve1 Of Service Computation Report 2OOO HC'1"1 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** InEersection #4 Pinon Mesa & CMC Road ******************************************************************************** Cycle(sec):]'ooCriticalvol./Cap.(X):0.237 Loss Time (sec): 0 (Y+R=4'O sec) Average Delay (sec/veh): 8'1 optimal cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Pinon Mesa C'lvlc Road Approach: North Bound SouEh Bound East Bound West Bound MoveMENt: I, - T - R I, - T - R IJ - T - R L - T - R -----l--ll---------ll--------ll---------------l control: stop sign sEop Sign Stop Sign Stop Sign Right,s: Incfuae fncfuae Include Include Min.Green: 0 o o o o o o o o 0 0 0 Lanes: 0 O 1! O O O O O O O O O O 1 O 0 1 O 0 0 -----l-ll---'-----------ll-------ll---------l Vofume Module: 20lL Forecast PM Base Vof: 0 0 0 0 00 0 00 95 0 0 0 00 00 0 00 Q0 1.00 00 00 1.00 9s 0.95 0000 00 00 L.00 00 1.00 00 1.00 1.00 0.00 0.00 -:: xxxx xxxx 8.2 7 '7 AA o. o 0.3 0.3 0.3 0.2 0 '2 0 '2 ***************************************** !'OS bY Move: ApproachDel: DelaY Adj: ApprAdjDel: LOS bY APPr: AllWayAvgQ: *******t**** 0 1.00 1. 0 1.00 1. 0.95 0. 0 0 0 1.00 L. 1.00 1. 202001110 1. OO 1. oo 1. O0 1.00 1.00 20200L110 1. OO L. oo 1.00 1.00 1.00 1. OO 1. OO 1.00 L.00 1.00 2L3o0tL70 0.95 0.95 0. 2L3 0 00 2L3 0 1.00 1.00 1. 0.9s 0.9s LL7 O 00 LL7 O 1 .00 1 .00 1.00 0 1.00 0.95 0 0 0 1.. o0 1 .00 0 Grgwth Adj: 1-00 1.00 Initial Bse: 0 0 User Adj: 1-00 1.00 PHF Adj: 0.95 0'9s PHF Volume: 0 0 Reduct VoI: 0 0 Reduced Vol-: 0 0 PCE Adj: 1.00 1'00 MLF Adj: L.00 1'00 Final Vol.: 0 0 le: xxxx 0.0 1 .00 0.0 capacity Anafysis Modu vo]/Sat: xxxx xxxx Crit Moves: Delay/Veh: o. o o. o Delay Adj : 1.00 1.00 AdjDel/veh: 0.0 0.0 1. L. 0.95 0 0 0 001. 1. 0.0 0 .0 1.00 1.00 0.0 0.0 0-----ll SaturaEion FIow Module Adjustment: 1 .00 1.00 Lanes: 0.00 0.00 Fina1 Sat.: 0 0 1.oo 0 .00 0 1. O0 1.. oo 1. OO L. oo 1. O0 1.00 1' 00 o.oo 0.oo 1.OO o.oo 0.00 1'00 0'00 o o 896 o 0 873 0 0.0 1.00 0.0 xxxx xxxx 0.24 xxxx P<xx 0 ' 13 x'<xx**** **** o.o 8.2 o.o 0.0 7.'7 0'0 L. oo 1. oo 1. OO 1.00 L.00 1.00 o.o 8-2 o.o 0.0 7.7 0'0 *A**A* 8.2 '1 .7 1. oo 1..00 ** xxxxxx xxxxx xxxxxx * 0.0 0.0*********** *** xxxxxx xxxxx xxxxxx * o.o 0.0 0.0**************** Note: Queue reported is the number of cars per lane' ****************tt************************************************************** Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAN MEYER Fri MaY 26,2006 09:31:45 Page 9-1 2011 PM LeVel of Service ComPu tation Report 2ooo HCM 4-v{ay sEoP Method (Future Vo1ume Alte rnat. ive ) *********************************************************************t********** Intersecti********** on #4 Pinon Mesa & CtiIC *********************************Road ************************************* Cri Eical VoI '/caP' (x) :0.293 Cycle (sec):100 8.4 LOSS Time (sec):(Y+R=4 .0 sec) Average' Leve1 of Delay (sec/veh A0Service Optimal CYcle:0 ************************ *i******************************************************CMC Road SEreet Name:Pinon Mesa East Bound west Bound North Bound Sou th Bound TApproachTRIJ RIJ T R StoP Sign Include 0 0 Movement:L T RI, ll --ll Control:Stop Sign Rights:Include Min. Green:0 0 0 StoP Sign StoP Sign Include 0 0 Include 0 0 0 oooo010 01000 o 1,! o o o 0 0 IraneS:ll Volume Modu1e : 2oLl ForecasE PM 0 0 202 0 0 0 L11 00 Base Vof:0 0 Growth Adj: 1'00 1.oo 1.oo 1-00 1'00 1. oo 1 .00 1 .00 o 202 00 00 00 00 1.oo 1.oo 1.oo 1'00 001110 0 2 2 o 2:.3 51 30 00 00 3 11?0 0Initial Bse: Added VoI: PHF Volume: 0 290 00 290 0048 0000 PasserBYVol:0 o 2O2 48 3 111 0 0 User Adj:r..00 1.00 1.oo 1.oo 1.00 1 oo 1.oo L.00 1'00 1.oo 1..00 1.00 0 Initial Fut:2 PHF Adj:o.9s 0.9s 0.95 0.95 0.95 0 95 0.95 o.9s 0 ' 9s 0.95 0.95 0.95 00 00 00 031 0 00 : 31 0 00 o 213 51 o 213 51 3 11?0 3 ll7 0 000Reduct Vol: 2 0 Reduced Vol 1.00 1. o0 1.oo 1-oo 1-00 1 oo 1. oo 1.00 1 ' 00 t . oo L. o0 1.00 MLF Adj:1.00 1.00 L.oo 1.oo 1-00 1 oo 1.oo 1.00 1'oo 1-oo 1-oo 1.00PCE Adj: 00 00 031 0 2Fina1 Vo1 ' :il ll Adjus tmenE: 1'00 1'00 1. oo 1.00 1 .oo 1.oo 1.OO 1'00 1 oo 1. oo 1. oo 1" 00 s aturation Flow Module: Lanes:0.93 0.01 o. 05 0.00 0 .oo 0.oo o.oo 0'81 0 .19 o. 03 0.9? 0 ' 00 0 o 725 L'72 22 817 000FinaISat.: 656 0 45 S: **** il capacity Anal ysis Modufe VoI/Sat:o .05 0 .00 0.05 xxxx xxxx xxxx xxxx O.2g O.29 O'l-4 0'14 xxxx **** **** Crit Move DeIay/veh 8.0 DelaY Adj : 1.00 1.oo 1.oo L.00 I'oo L.oo 1.oo 1'00 1 oo 1.oo 1.00 1'00 8.6 7.9 7.9 0'0 AAA* 8.0 8.0 0'0 0 8.0 8-O 0'0 o 0.0 0 o.o o.o 0.0 8'6 **A o o.o o.o 0'4 o'4 o o.o o.o 8'6 8 .6 1.9 7.9 0'0 o.4 0.2 0.2 0 '2 AdiD;I/veh: 8 ' o loi bY Move' A A A *7.9 xxxxxx 8.6 ApproachDel:8.0 1 .00 1.00 DeIaY Adj:1 .00 xxxxx 8.6 '7 .9 ApprAdjDel:8.0 xxxxxx A A* LOS bY APPr:A AllwayAvgo:******************************************t***** *****************************t** Note: Queue reporEed is the number of cars Per lane 0.0 0. o Traffix 7.8'0115 (c) 2006 Dowling Assoc' Licensed Eo SCHMUESER GORDAI'I MEYER il-- 00 0 il-- ll-- * ll-- Fri MaY 26, 2OOG 10:01:54 Page 1-1 2025 Alti Scenario RePorE 2026 N,'4Scenarto: Command: volume: Geometry: Impact Fee: Trip Generation: TriP Distribution: Paths: Routes: Conf igurat ion : Default Command 2026 AM Default GeometrY Default ImPact Fee Default TriP GeneraEion Existing Distribution AM DefaulE Paths Default Routes Default Configuration Traffix 7.8.0115 (c) 2006 Dowling Assoc' l'icensed to SCHMUESER GORDAI{ MEYER Fri MaY 26, 2006 10:01:54 Page 2 - I' 2026 AJti TriP Generation RePort Forecast for Sing1e Family Home Al'l # Subzone Amount Units Trips TriPs In OULZoneRate In Rate Out Total t Of Trips Total 1 Pinon Mesa 8O'OO Single FamilY zone l- Subtotal 0.19 0.56 15 t-5 45 45 60 100.0 60 1.00.0 TOTA], 15 45 60 Lo0'0 Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAN MEYER Fri MaY 26,2006 10:0L:54 Page 3-1 2026 PNt TriP Distribution RePort Percent Of Trips Existing Distribution AIvl To Gates_? ' 50. o 10. o 30.0 l'0.0 41 Zone L Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed Eo SCHMUESER GORDAN MEYER Fri MaY 26,2006 10:01:54 Page 4-1 2026 AJ,ri Volume Northbound TyPe Left Thru Right Turning Movement RePort Single FamiIY Home AM Southbound Eastbound Left Thru Right Left Thru Right westbound Total Left Thru Right Volume #1 SH 82 & C}lC Road Base 106 1261 19 Added O 0 s Tota1 LO6 1251 84 #4 Pinon Mesa & CMC Road 144 0 144 104 l4 118 43 5 48 369 2L63 80 37'.7 2L63 '17 0 7'l 55 2 57 186 0 r.86 153 23 176 4740 57 4797 332 62 394 Base Added Total 0 41 41 0 0 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 1.95 00 0 195 0 14 L4 0 137 20 2 l3'l Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER Fri MaY 26, 20o 5 1.0:0L:54 Page 5-1 2026 Pt4 Impact Analysis RePort Level Of Servrce Intersection # 1 SH 82 c CMC Road # 4 Pinon Mesa & CMC Road Base DeI/ \t I Los veh C c 25.9 0.870 FutureDel/ vl LOS veh C c 26.5 0.87L Change in + O.70L D/V + o.024 YICA 8.1 0.231 A 8'3 0'255 Traf f ix ? .8 .0115 (c) 2006 Dowling Assoc ' Licensed to SCHi'{IJESER GORDA}I MEYER 2026 PJq Fr Level Of Serv 2ooo HCTVI OPerations Me *********************************** i MaY 25, 2OOG 10:01:54 Page 6-1 ice ComPutaEion RePort ai"a t*r". Volume Alternative) *****************t*************************** il:::::::::1.11.::.:?.:.:T:.::11************************************************ Cvcle (sec): 90 Critical vo1'/Cap' (X): 0'870 r,tss rime (sec) : 3 (Y+R=4'o sec) a"t"g" Delay (slc/veh) z 25'9 Optimal Cyc1e: 100 Level Of Servicet C *****************t******'******************************************************t* Street Name: SH 82 LL B^.,FA F'las CMC Road Approach: North Bound South Bound East Bound west Bound Movement3 L - T - R L - T - R L - T - R L - T - R l---------ll--------ll---------'-----ll--------------l Control: Protected ProtecEed Permitted Permitted Rightse ' Include i"Ii"a" rnclude rnclude Min.Green: 0 30 O O 30 O O 20 O O 20 0 Lanes: L o ' o 1 1 o 2 o 1 1 o o 1 o 1 o o 1 o -----|----:----------ll-------:---.---tt--------- H:E\"T:t"'"'r1o2"":i'"'";! *"' "t' t44 77 ss 186 104 43 1s3 GrowthAdi:r.ooi'oo1'oo1'oo;:;01'oo1'oo1'oo1'oo1'oo1'001'00rnirial Bse: 106 1261 72 :eg itel t44 77 5s 186 104 43 1s3 userAdj:1.ooi'oo1'oo1'oo;:;;L'oo1'oo1'oo1'oo1'oo1'001'00pHFAdj:0.gso'gso'eso'es;:;;o'gso'eso'eso'eso'eso'es0'es pHF vorume . ttz izzt 83 zaa izTt ts2 8l' 58 tgl 109 4s 161 ReducE Vol: O -- O O O O O O O O O 0 0 Reduced Vof: tt2 1327 83 388 2277 t52 81 58 196 109 45 151 pcEAdj3 1'ooi'oo 1'oo r'ooi'oo 1'oo 1'oo1'oo 1'oo 1'oo1'00 1'00 Mr,FAdj: 1.ooi'oo L'oo 1'ooi:;;1'oo 1'ooL'oo 1'oo l"oo1'00 1'00 Final VoI. : n) itzt 83 zea izit t52 8L s8 l'96 109 4s 161 l-------- -l l--- ----------llt l-------:-------tt ---------l ::ilffi:::" t'il.T"i;li' ,roo leoo leoo leoo r.eoo leoo lsoo leoo reoo re00 Adjustment, o'gi o'gs o'8s o'gs o'gi o'8s o'41 o'88 o'88 o'33 o'88 0'88 rJanes: 1.oo i'oo 1'oo r'oo i'oo 1'oo 1'oo o'23 o'77 1'oo 0'22 0'?8 Final sat.: reoi iero 151s reos 3eio 161s 781 383 L2s6 631 368 1310 ;3ii:::Y *.If,o: xl3l',"o.ou 0.22 0.63 o.oe 0.10 o.ls o'1s o'1? o'12 0',-2 Cfit MOVeS ' **** **** **** Green/Cycle:0'07 0'49 O'49 O'28 O'70 O'?O O'20 O'20 O'20 o'20 o'20 o'2o volume,/cap, o.go o''e o'11 o''i o'go o'13 o'52 o"75 o'?6 o'8? o'61 0'61 uniformDel:45'i'o'9 13'g 32'itz':- 4'g 3s'737'7 37'7 38'736's 36's rncremntDel: sr'1 1'9 o'1 e'i -i's o'1 3'1 g'4 g'4 42'9 3'4 3'4 rniEQueuDel: o'o o'o o'o o'o ;:; o'o o'o o'o o'o o'o o'0 0'0 DelayAdj: r'OOr'OO 1'OO r'OOr'OO L'OO 1'OOl"OO 1'OO 1'OO1'00 1'00 Delayy'Veh: g'"i)z'g 14'o 3e';;;'s s'o 38'84'7't 4'7't 81'63e'e 39'e UserDelAdi'r.ooi.oo1.oo..o6i.io]..oo1.oo1.oo1.oo]'.001.001.00 AdjDel/vehz e7'izz'g 14'o 3e';i;'g s'o 38'84'7't 47't 8L'53e'9 39'9 LosbYMove: ;- c B D B A D D D F D D HCwl2kAvgQ: 6 19 1 13 il 2 3 9 g 6 '7 7 ******i**************************************t********************************** Note: Queue reported is the number of cars per lane' *******************************************i************************************ Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER Fri MaY 26, 2006 10:01:54 Page 7-1 2026 Pn4 Level Of Senrice 2ooo HcT"l oPerations Method *************************************** ComputaEion RePort (Puiure Volume Alternative) *****************t*********************** rntersection #1 sH 82 & cr'lc Road ,++4-+++a********************************************************************************************************** Cyc1e (sec): 90 Critical vol'/Cap' (X): 0'871 Loss Time (sec): 3 (Y+R=4'0 sec) Average Delay (slc/veh): ' 26'6 opEimal cycle: 100 l'evel Of Service' C ******************************************************************************** street Name: sH 82 r -----r ''rc ctlc Road Approach: North Bound SouEh Bound EasE Bound west Bound Movement: L - T - R L - T - R L - T - R L - T - R -----l--ll---------ll---------ll---------l control 3 Protected Protected Permitted PermiEted RighEs: Include i""f"a" Include Include Min.Green: o 30 o o io o o 20 o o 20 0 IJane6: 1 o ) o 1 1 o ' o 1 1 o o L o 1 o o 1 o -----l -ll-------:-------11-------:-------ll---------------l ;:::5.T:""'"',22'1'':i"";; *"' "" l'44 77 ss 186 104 43 1s3 GrowthAdj: 1.ooi'oo 1'oo 1'oo;:;;1'oo 1'oo1'oo 1'oo 1'oo1'00 1'00 rnitial Bse: Lo6 i261 19 369 '$3 t44 77 ss 186 104 43 1s3 AddedVol: O O 5 I O O O 2 O t4 s 23 PasserBYVol: O O O O O O O O O O 0 0 IniEiaI Fut: 106 1261 84 3'77 2L63 L44 77 5'7 l'86 l'18 48 L16 userAdj: 1.oo i'oo 1'oo r'oo i'oo 1'00 1'oo 1'oo 1'oo 1'oo 1'00 1'00 PHFAdj:0'gso'gSO'950'gSO'gSO'950'950'950'950'950'950'95 pHF volume : ttz llzl 88 397 2277 L52 81 60 196 :,24 5L 185 Reduct Vol: O -- O O O 0 O O O O O 0 0 Reduced Vo1: Lt2 132'? 88 3g7 2277 :52 81 50 196 :.24 51 l'85 PcE Adj: 1.OO 1'OO 1'oo 1'oo i'oo 1'oo 1'OO 1'oo 1'OO 1'00 1'00 1'00 MLFAdj: 1.ooi'oo 1'oo r"ooi'oo 1'oo 1'oo1'oo 1'oo 1'oo1'00 1'o0 Final VoI. : i2 ;327 88 lgt iztt L52 81 60 :.96 L24 51 185 t---:-::- --------l l---- -----'--'--l l-- -l l----- Saturation Flow Module: Sat/tane: 1900 190o 1 Adjustment: 0'95 0'95 0 tanes: 1'00 2'00 1 Final Sat. : 1805 3510 1 1 900 0.89 o.23 394 190 0 0.88 0.79 L3l7 900 .85 .00 615 1 900 0.95 1 .00 1805 190 0 0.95 2.00 3 610 190 0 0.85 1.00 1615 190 0 0.39 1.00 749 1 900 0.89 0.77 12a7 1900 1900 0.3? 0.88 1.00 0.21 694 359 ------ll CapacitY Analysis Module : vo1,/Sat: 0.05 o'37 o'05 o'22 O'63 0'09 ciit Mor""' **** - -- -**** Green/Cyc1e:0'07 0'48 o'48 o'29 o'?0 0'70 Volume/Cap: 0'90 o'?6 o'11 O'76 O'90 0'13 Unif orm Del : 46 '2 2L '2 !4 '2 32 '5 t2 't 4 '9 IncremntDel: 51'1 2'1' o'1 6'6 4'B 0'1 InitQueuDel: O'o O'O O'O O'O o'0 0'0 p.i.V"a:' 1'oo1'oo 1'oo 1'Oo1'00 1'00 p"i.vfu"irz 91 .3 23'3 14'3 39'1 16'9 5'0 User DelAdj: 1'oo 1'00 1'OO 1'OO 1'00 1'00 eaioef/ven': 97'3 23'3 L4'3 39'1 15'9 s'0 r,o6uyuor", F c B D B A rrcllzxi*gO: 6 L9 l' 13 33 2 ********************************************* 0.11 0.15 0.15 0.18 o'14 0'l'4 **** o.20 0.20 0-20 0.54 0.76 0 .76 35.9 3'7 .7 37 .'t 4.0 9.7 9.7 o.o 0.0 0.0 1. OO 1.00 1.00 39.9 47.5 4't -5 1. OO 1.00 1.00 39.9 47.5 4'7 .5 DDD 399****************** o.2o o.20 0 .20 o.90 o.?0 0.70 39.O 31 .2 37 .2 46.6 6.6 6 -6 o.o 0.0 0.0 1.. oo L.00 1.00 85.5 43 .9 43 -9 1,. oo 1..00 1.00 85.5 43.9 43.9 FDD 688 *********t******* Traffix 7.8.0115 (c) 2005 Dowling Assoc' Licensed Eo scHMUEsER GoRDAN MEYER Fri MaY 25 , TOOG 10:0L:54 Page 8-1 2026 N4 Level Of Service ComPut'a 2Ooo HC'l'l 4-way StoP Method (Base ********************************************** .tion RePort Volume Alternative)********************************** ***************** 0.231 : 8.1 A***************** Road Weet Bound IJ-T-R t---------------lStoP Sign Include 000 01000 00].370 1.OO 1.00 1.00 1.00 ooL370 1.OO 1.oo 1.00 1.00 0.95 0.95 0.95 0.95 00L440 oo0000L440 1.oo 1.OO 1.00 1.00 1. oo 1.. oo 1.00 1.00 007440----ll--------l *** ): * (x * ) *t*** /veh Cri Ave0R=4 st Bound T-REa L Bound-RSouEh _l_____l North Bound L-T-R 0 i -:. ************** ical VoI .lcaP. 'age DelaY (sec :1 Of Service:************** t r a & CMC Road t****************** IJeve******* + ** Y ** inon Mes******** 100 0 0 4P*** ): *** Intersection #************** Cycle (sec): Loss Time (sec Optimal CYcle:************** Street Name: Approach: MovemenE: 2 0 .00 0 .00 .95 0 0 0 .00 .00 0 0 1 1 Volume Modul Base Vol: Growth Adj: Initial Bse: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced vol: PcE Adj: MLF Adj: Final Vol. : cMc ) ** sec op fnc 0 st 0 00 op Sign Include 00 L! 0 0 sr 0 00 ConErol: Rights: Min. Green IraneS: 1. t. 00 00 0 ***** sa * Me].non * P ******* ign ude Stop S Incl 00 0000 0 gn 0 ude 1; 1 0 L 1 0 1 1 0 1 1 0 1 1 0 1.00 1 0.00 1 0 Note: Queue reported is the number of cars Per fane' ******************************************************************************** 195 .00 195 .00 95 05 0 05 00 00 05 2 1. t. 2 2 0 00 0 00 95 0 0 0 00 00 0 0 00 0 00 95 0 0 0 00 00 : 0 00 0 00 95 0 0 0 00 00 0 0 00 1.. 0 00 1. 95 0. 0 0 0 AMForecast 00 .00 1.00 00 .00 1.00 .95 0.9s 00 00 00 .00 1.00 .00 1.00 00 1 L 6 1 1 0 2 1 1 0 1 1 1 1 L 1 1. oo 1.00 1.00 o. oo 0.00 0.00 000 .00 1 .00 .00 0.00 889 0---------l .23 xxxx**** 1.00 1.00 1.00 o.o0 1.00 0.00 08760 t---------------l xx><x 0.16 xxxx**** 1.00 0 .00 0 Saturation Flow Modu1e Adjustment: 1.00 1'00 Lanes: 0.00 0'00 Final Sat.r 0 o ll------ pqx 0 il CapacitY AnalYsis Module : voi/sat: xxxx xxxx xxxx xxxx xxxx xxxx *** xxxxxx xxxxx xxxxxx * o.o 0.0 0-0****************** o.o 8.2 o.o o.o 't.9 0'0 1.OO 1.OO 1.OO L.o0 1.00 1'00 o.o 8.2 o.o o.o '1.9 0'0 *A**A* 8.2 7 .9 l..oo 1'00 8.2 7 .9 AA 0.3 0.3 0.3 0 -2 0.2 0 '2********************************** 0.0 1.00 0.0 0.0 .00 0.0 0.0 1.00 1 0.0 Crit Moves: oelay/Veh: 0.0 o'0 0'0 Delay Adj: 1.00 1'00 1'00 AdjDel/Veh: 0'o 0'0 0'0 LOS bY Move: * * * ApproachDel: xxx'(xx DelaY Adj: xxxxx ApPrAdjDel: xxxxxx LOS bY APPr: * AllWaYAvgQ: 0'0 0'0 0'0 **************************** Traffix ?.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GoRDAN MEYER a 2026 Nl Fri MaY 26, 2OO5 10:01:54 Page 9-1 *************** t * ******* 255 8.3 ************** x) 3 o. A ****i**************** Average Level Of********* 1 0 1 0 L 0 1 0 1 0 1 1 1 1 1 1 1 1 1 L 1 .00 0 .99 825 8.1 8.1 1. .00 1 .00 8.1 8.1 AA A*A 0.1 0.1 0.1 o.o o.o o'o o'3 o'3 0'3 0'2 0 *****************l***************************t************* ve**ri'** ,ion RePort, Volume Alterna************** *********** vol./Cap. ( Delay (sec/ Service:*********** 0 Sign lude 0 1 Computa (Future******** * 1 * t *** ica 1 0 00 0 0 0 0 00 95 0 0 0 1 0 q0 0 0 0 0 00 95 0 0 0 00 00 0 1,. 0. 1.00 1. 1.00 1. 0 Level Of Service HCM 4-WaY St.oP Method********************** Pinon Mesa & CMC Road ********************** 1000 (Y+R=4.0 sec) 0 2000**************** Intersection #4**************** RoadCMC hve R *** Cri ** 1.00 1 0.00 0 0 1.00 1 0.00 0 0 ******* 6a 0.0 0.0 1 .00 1.00 0.0 0.0 ************t***** MePinon CycIe (sec): Loss Time (sec Optimal CYcle:************** Street Name:West Bound -T.R Stop Sign Include 000 _i : : -: i : 0 0 .00 0 0 0 0 .00 .95 0 0 0 .00 .00 0 Bound T tt: Stop Inc L 0 South Bound L-T-R stop Sign Include 000 00000 , Bound T-R SEoP Sign Include 000 0 0 1! 0 0 North L-Approach Movement Control: Rights: Min. Green: Lanes: 1 0 00 0 0 0 0 00 95 00 AI{ForecasE 00 .00 1.00 00 05 00 05 .00 1.00 .95 0.95 05 00 05 .00 1.00 .00 1.00 05 z 2Q26 0 1.00 1 0 41 0 4l 1.00 1 0.95 0 43 0 43 1. O0 1.00 43 Volume Module Base VoI: Grgwth Adj: Initial Bse: Added Vol: PasserBYVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced Vo1: PCE Adj: MLF Adj: Final Vo1. :-----l 1 0 137 .00 1.000 137 20 00 2 137 .00 1.00 .95 0.9s2 L44 00 2 L44 .00 1.00 .00 1. o0 2 144 11 0 .00 0 L4 0 1,4 .00 .95 15 0 L5 .00 .00 i: 195 1 .00 r,95 0 0 2 1. 1. ? 0 .00 0 0 0 0 .00 .95 0 0 0 .00 .00 : 0.0 1.00 0.o 1 1 0 95 00 95 05 0 05 00 00 :: 1 20 0 0 00 00 : 1. 0. 1. 1. Saturation Flow Module AdjusEment: 1.00 1'00 IJanes: 0.89 0'00 Final Sat. : 534 0 00 00 0 .00 1.00 1.00 .93 0.0? 0.01 805 58 12 1 .00 0 .00 0 1.00 0 .00 0 xxxx xxxx 0.25 O-25 0'L7 0'17 xxxx **** 8.5 8.5 .00 1.00 8.5 8.5 AA **** L 8.1 1.00 8.1 1.00 0.11 77 ll CapacitY AnalYsis Module : vol/Sat : 0 .07 xxr<x 0 ' 0? xxxx xxxx**** 8.1 .00 8.1 A Crit Moves: Delay/veh: Delay Adj: AdjDel/veh: LOS bY Move: A * ApproachDel: 8 '1 Delay Adj: 1'00 0.0 r..00 0.0 * 0.0 1 .00 0.0 * 1 8.1 0.0 l" .00 1 .00 8.1 0.0 8.5 ** xxxxxx xxxxx xxxxxx 1 .00 8.58.1ApprAdjDel: LoS bY APPr: AllWayAvgQ:************ At.2 0.2,********* Note: Queue reporEed is the number of cars per lane Traffix 7.8-0115 (c) 2005 Dowling Assoc' Licensed t'o SCHMUESER GORDAN MEYER -------l Fri MaY 25,2006 10:02:35 Page L-1 2026 PM Scenario: Command: Volume: Geometry: Impact Fee: Trip Generation: Trip Distribution: Paths: Routes: Configuration: Scenario RePorE 2026 Pl{ Default command 2026 PVl Default Geometry Default ImPact Fee Default Trip Generation Existing Distribution PM Default Paths Default Routes Default Configuration Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAI'I MEYER Fri MaY 26 , 2006 l'0 : 02 :35 Page 2-1. 2026 Pt4 TriP GeneraEion RePort Forecast for Single FamilY Home PM Zone # Subzone Amount Units Rate In Rate Out Trips TriPs In Out Total t of Trips Total 1 Pinon Mesa 80. oo Single FamilY zone 1 subtotal 0.64 0.37 51. 51 30 30 81 100.0 81 100 .0 51 30 81 100 .0 TOTAI, Traffix ?.8.0115 (c) 2005 Dowling Assoc' Licensed Eo SCHMUESER GORDAN MEYER 2026 PVt Fri May 26, 2006 10:02:35 Page 3-L Trip Distribution RePorE Percent of Trips Existing Distribution PM To Gates 234 70.0 10.0 15.0 5.0 1 Zone 1 Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAI{ MEYER 2026 Pl4 Fri May 26 , 2006 10:02:35 Page 4-1 Volume Northbound Type Left Thru Right Turning Movement RePort Single Family Home PM SouEhbound Eastbound Left Thru Right Left Thru Right westbound Total Left Thru Right Volume #1 SH 82 & CMC Road Base L82 23OA 75 Added 0 0 I ToEal t82 2308 83 #4 Pinon Mesa & CMC Road Base000 Added 29 0 2 Total 29 0 2 46 0 46 150 0 150 50 3 53 300 2t 321 228 7283 36 0 264 1283 54 99 0 99 56 4 831 78 4909 392 82 414 5 5 59 51 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 252q0 o 252 0 48 48 140 0 L40 Traffix ?.8.011,5 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAI'I MEYER 2026 Pl4 Fri May 26 , 2ooc 10:02:35 Page 5-1 Intersect ion # 1 SH 82 & CMC Road # 4 Pinon Mesa & CMC Road Impact Analysis RePort Level Of Service Base Det/ vl LOS Veh C E 53 .7 L.129 Future Del/ v/ Los veh C E '17.2 1 .183 Change in +13.536 D/V + 0.0s9 v/CA 8.5 0.298 A 8.8 0.357 Traffix ?.8.0115 (c) 2OO5 Dowling Assoc. Licensed to SCHMUESER GORDATI MEYER 2026 Pt{Fri May 25, 2006 l'0:02:35 Page 6-1. Level Of Service Computation Report 2oooHcMoperationsMet,hod(BaseVolumeAlternative) *****************l************************************************************** InEersection #1 SH 82 & CMC Road ******************************************************************************** Cycle(sec):goCritica]vo1./Cap.(x):L.L29 Loss Time (sec): 3 (Y+R=4.0 sec) Average Detay (sec/veh) 63"1 Optimal Cycle: L29 LeveL Of Service: E ******************************************************************************** CMC RoadStreet Name: Approach: Movement: sH 82 NorEh Bound L-T-R Protected Include 0 30 r.0201 South Bound L-T-R Protected Include 0 30 0 10201 East Bound L-T-R Permitted Include o200 100101 west Bound IJ-T-R Permitted Include 0200 0010 ----- I l--------------- I I control: Rights: Min, Green Lanes: 0 il Vo1ume Module t 2026 Forecast PM Ba6e Vol: t82 23OB 75 228 l.283 .00 228 Reduct Vo1: 0 0 0 Reduced VoI: L92 2429 '79 46 l. .00 46 1 .00 0.95 48 0 48 300 1.00 300 1 .00 0.95 316 0 316 1.00 1 .00 316 -----t Growth Adj : 1.00 1.00 L ' 00 1 rnitial Bse: 182 2308 75 User Adj : 1.00 1 .00 1 ' 00 1 PHF Adj : 0.95 0.95 0 ' 95 0 PHF Volume t l.92 2429 79 1900 L 0.54 0 1.00 0 103 4 r.50 1.00 150 1 .00 158 0 158 1.OO 1 .00 158 1.00 1283 1.00 0 .95 13 51 0 L3 51 .00 OE 240 0 240 19 o. 1. t8 o.26 0 .37 30.5 0.5 0.0 1 .00 31.0 1 .00 0., 30 0 0 1. 31 1. 31 37 .5 .5 .0 00 .0 00 .0 c 4** ** 0.95 54 1.00 54 1.00 0. 95 57 0 57 1.00 1 .00 5'l 99 1.00 99 1 .00 0.9s 104 0 104 1 .00 1 .00 104 56 1 .00 55 1.00 0 .95 59 0 59 1 .00 1.00 59 50 1 .00 50 r. .00 0.95 53 0 53 1. 00 1.00 53 PCE Adj: MLF Adj: Final VoI. : 1.00 1.00 1.00 1..00 1.00 1.00 t92 2429 79 1 .00 1 .00 1 .00 L.00 1.00 1.00 240 1351 48il---- -----l l il SaturaEion FIow Module: Sat/Lane: 1900 1900 1900 Adjustment: 0.95 0.95 0 ' 85 Lanes: 1.00 2.00 1 ' 00 Final sat.: 1805 3610 1615 00 1,900 95 0.95 00 2 .00 05 36r.0 1 900 0.85 1 .00 16 L5 190 0 0 .90 0.55 1 110 900 .87 .14 236 1900 1.900 0.29 0.90 1.00 0.35 545 506 1 900 0.8? 0 .86 r,418 I il --------------- l l Capacity Ana1Ysis Module : Vol/Sat: 0.11 0.67 0 ' 05 Crit Moves ' **** Green/Cycle: 0.15 0.50 0'60 0.03 0.29 0.09**** 0.56 0 .26 0.26 o.o9 0.06 0.22 0-22 o.260.12 0.56 1.13 0.57 0.13 0.37**** 145.0 16.7 FB 44 .1 15 .8 100.9 0.9 0.0 0.0 L.00 1.00 145.0 16.7 Volume/CaP: 0.6? 1.13 0'08 Uniform Del: 39 -7 20 .2 8 '6 IncrernntDel: 6.2 64-'7 0'0 InitQueuDel: 0.0 0.0 0'0 DelayAdj: 1.00 L.00 1'00 Delay/Veh: 45.9 84.9 8.6 User DelAdj: 1.00 1.00 1'00 AdjDel/veh: 45 .9 84 .9 8 ' 6 LOS bY Move: D F A HCM2kAvgQ: 7 60 L **************************** 0 .05 1 .1.3 10.2 3? .2 1..00 1 .00 t0 .2 152.2 1L0***********14 1,6 per Iane.*********** 0.0 115.0 0.0 0.0 \0 .2 152.2 o.26 0 .87 35 .5 17.2 0.0 o.26 0.87 3s .5 t'| .2 0.0 1 .00 52.7 0.22 29.3 0.4 0.0 1 . OO 1.00 L.00 1.00 1 .00 l. .00 L .00 31.0 29.8 52.'t 52-7 1 .00 29.8 1 .00 52.7 D l4***** *****Noter Oueue rePorted is the **************************** B F *************** number of cars*************** ccD 4214******************* ******************* Traffix 7.8.0115 (c) 2006 Dowling Assoc' Licensed to SCHMUESER GORDAII MEYER 2026 Pl{Fri MaY 26, 2006 10:02:35 InEersection #1 SH 82 & CMC Road *t*********************************************************************Critical voI./Cap. (x) : Average DelaY (sec/veh) : Level Of Service: *****************l***********************t************** Page 7-1 l,evel Of Service ComPuEation Report 2ooo HCM operations Method (puiure Volume Alternative) ***********************************************************************t******** Cycle (sec) : 90 Loss Time (sec): 3 Optimal CYcte | L20 ************************ (Y+R=4 .0 sec) ********* 1 .183 77.2 E Street Name: Approach: Movement:------l ConErol: Rights: Min. Green: Lanes: Protected Include 0 30 0 1020L Protected Include 0 30 0 10201' ll---------------ll Permitted Include o200 00101 Permitted lnclude 20 0010 sH 82 North Bound L-T-R South Bound L-T-RIJ CMC ROAd East Bound WesE Bound -T-RL-T-R I ll---- 0 0 1 il Vo1ume Module: Base vol r Growth Adj: 1 Initial Bse: Added Vol: PasserBYVol: Initial Fut: User Adj: PHF Adj: PHF Volume: Reduct Vol: Reduced VoI: PcE Adj: MLF Adj: Final Vol. : AdjuEtment l,aneS: Final sat. 2026 Forecast PM !82 2308 75 228 1 .00 75 I 0 83 1.00 0. 95 87 0 87 1 .00 1 .00 87 0.95 0.95 1.00 2 .00 1805 3510 15 1.00 1 0.95 0 158 62 1s8 62 il --------- L900 0 .91 0.37 643 00 82 0 0 82 00 OE 1 1.00 23 08 0 0 2308 1.00 0.95 2429 0 2429 1.00 1:00 2429 1 .00 228 36 0 264 1.00 0 .95 278 0 278 1. o0 1.00 278 1,283 1 .00 12 83 0 0 L283 1 .00 0 .95 13 5L 99 1. .00 99 0 0 oo 1 .00 0.9s 104 0 104 1.00 1.00 104 46 1 .00 46 0 0 15 1.0 54 .00 54 50 1 .00 50 300 1 .00 300 2L 0 15 1 1 56 1 .00 56 5 0 61 1 .00 0.9s 64 0 64 1.00 1.00 64 3 0 53 1 .00 0.95 5 0 59 .00 0 0L 0 0 0 0 321, 1 1. 0. 46 00 l. .00 0 .95 338 0 338 1 .00 1.O0 338 1. 0. 1. 1. 0 158 1 .00 1. 00 1 900 o.26 1 .00 492 95 48 0 48 00 95 L92 0 192 1. O0 1.00 a92 0 51 00 00 51 0 62 1.00 1 .00 56 0 56 .00 .00 56 13 1. L. 13 00 48 SaEuration FLow Module : SaE/Lane: L900 1900 0 .85 1.00 L 515 190 0 0.85 1.00 161.5 190 0 0 .87 0 .86 L420 1900 1900 0.95 0.95 190 0 1 .00 2 .00 1805 36i.0 t 900 0.91 0.53 LO79 1.900 1.900 0.54 0.87 1.00 0.14 1022 235 Capacity AnalYsis Module : vo1/sat: 0.1L 0.67 o ' 05**** 0.57 1.18 2t.6 87 .8 0.0 r. .00 109 r. .00 109 F 66***** o.03 0.32 o.10 o.10 o'06 0'24 0'24 **** 0.57 0.13 0.54 0.54 0'2't o'27 0'27 o'2? O'2'7 0'2'l o.10 1.18 0.69 o.05 1.L8 o'36 o'36 o'23 0'88 0'88 9.8 43 .5 16.6 10.7 36.4 29 '4 29 '4 28 '3 34 '9 34 '9 o.o t:l-2 1.0 o.o 135.5 o'5 o'5 0'4 17'5 17'5 o.o o.o o.o o-o o'o o'o o'o 0'0 0'o 0'o 1.oo l..oo 1.oo L.oo L'oo 1'OO l"oo 1"00 L'00 1'00 9.9 150.'7 1I7.5 10.7t7l-929'9 29'9 28'852'4 52'4 r..oo 1.0o 1.O0 1.OO 1.oo l"oo 1-'OO 1'00 1'00 1'00 9.9 160.7 17.6 10.7 1':l'929'g 2s'9 28'852'4 52'4 AFBBFCCCDD 1L715111442L515********************************************************* 0 .15 0 .37****CriE Moves: Green/CYc1e: volume/Cap: Uniform Del: IncremntDel : InitQueuDel: DelaY Adj: 1- Delay/veh: 4'7 User DeIAdj: 1. AdjDel/veh: 47 LOS bY Move: HCM2kAvgQ:*************** L5 69 .0 .0 .0 00 .0 00 .0 0. 0. 40 7 0 D 7*** Traffix 7.8'0115 (c) 2006 Dow]ing Assoc' Licensed to SCHMUESER GORDAT'I MEYER 2026 Pt{Fri May 26 , 2006 1.0 : 02 : 3 5 Page 8-1 Level Of Service Computation ReporE 2ooo I{CM 4-Way stop Method (Base Volume Alternative) ***************l*i************************************************************** Intersection #4 Pinon Mesa & CMC Road******************************************************************************** Cycle (sec) : 1oo Critical vo1 .,/Cap. (x) : o '298 Loes Time (sec): 0 (Y+R=4.0 sec) Average Detay (sec/veh) 8'5 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Street Name: Pinon Mesa CMC Road Approach: North Bound South Bound East Bound West Bound Movemenl: L - T - R I, - T - R I, - T - R I, - T - R-----l---ll---ll---ll---------------l Control: Stop Sign Stop Sign , Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 O O O O 0 0 0 0 0 0 0 IJaneE: O O 1! O O O O O 0 0 0 0 0 1 0 0 1 0 0 0 lr Volume Module:. 2026 Forecast PM Base Vol: 0 0 0 Growth Adj : 1.00 1.00 1.00 1 InitialBse: O o o User Adj : l. . 00 1 .00 1 .00 L PHF Adj : 0.95 0.95 0.95 0 0 0 0 1 .00 1.00 0 0 0 0 00 00 0 0 1.00 0 1.00 0.95 0 0 0 1.00 1.00 0 o2520 1.00 L.00 1.00 o2520 1.00 1.00 L.00 0.95 0.95 0.95 o265000002650 1.00 1.00 1.00 r..00 1..00 1.00 o2650|- -------------l l 140 1.00 1.4 0 1 .00 0.95 t4'1 0 147 1.00 1.00 147 0 0 0 1 .00 1.00 0 il 0 1 .00 0 1 .00 0. 95 0 0 0 1_.00 1 .00 0 0 00 o 00 0 0 0 1.00 1 r..00 1 0 0 1.00 0 1.00 0. 95 1 0 0 00 0 PHF volume: 0 0 Reduct voI: 0 0 Reduced Vol: 0 0 PCE Adj : 1.00 1.00 MLF Adj : 1.00 1.00 Fina1 Vol.: 0 0 Saturation Flow Module: Adjustment: 1 .00 1.00 1.00 Lanes: 0.00 0.00 0.00 Final Sat.: 0 0 0 00 95 1 95 1. 1. 8 1.00 1.00 1 .00 0.00 0.00 0.00 000il---- -----l l Capacity Analysis Module : Vol/Sat: xx:xx xxxx xxxx xxxx xx)o( xxxx Crit Moves: Delay/Veh: Delay Adj: 1 AdjDel/veh: LOS by Move: ApproachDel: Delay Adj: ApprAdjDel: LOS by Appr: AllWayAvgQ: 0************************* Note: Queue reported is t************************* 1.00 0.00 0 1.00 0.00 0 00 1.00 00 0.00 620 1.00 1.00 889 1 .00 0.00 0 0.0 .00 0.0 0.0 L.00 0.0 0.0 1 .00 0.0 0.0 0.0 1,.00 1.000.0 0.0** xxxxxx xxlcxx xxx)qx * xxxx 0.30 xxxx**** 0.0 8-7 0.0 1.00 1.00 1.00 0.0 8.7 0.0*A* xxxx 0.17 x)cxx**** 0.0 8.0 0.0 1.00 l-.00 1.00 0.0 8.0 0.0*A* 8.0 1 .00 8.0 A 0.0 1 .00 0.0 ** xxxxxx xxxxx x>(xxxx.* 0 0.0 8.7 1..00 8.7 Ao.o o.o o.o 0.0 0.4 0.4 0.4 0.2 0.2 0-2******************************************************* he number of cars Per Iane. ************************t****************************** Traffix 2.8.0115 (c) 2OO5 Dowling Assoc. Licensed to SCHMUESER GORDAI{ MEYER 2026 PNt Fri May 26,2OOG 10:02:35 Page 9-1 Level Of Service Computation RePorE 2oooHcM4-waystopMet,hod(FutureVolumeAlternative) ******************************************************************t************* IntersecEion #4 Pinon Mesa & CMC Road ******************************************************************************** Cycle(sec):1ooCriticalvo1./Cap.(x):0.357 l,oss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 8'8 Optimat Cycle: 0 Level Of Service: A *****************,***************************t********************************** Street Name: Approach: : Movement: L Pinon Mesa North Bound South Bound T-RL-T-R CMC Road East Bound west Bound L-T-RL-T-Rll---- -----l l----- St.op Sign StoP Sign Include Include 000000 0001001000 control: RighEs: Min. Green: Lanes: Stop Sign Include 00 0 0 1! 0 0 Stop Sign Incfude 00 00000 0 0 lr Volume Module Base vol: Growth Adj: InitiaL Bse: Added Vol: PasserByvol: Initial Fut: User Adj: PHF AdJ: PHF Volume: Reduct Vol: Reduced Vol: PCE Adj: MLF Adj: Fina1 VoI. : 0 00 0 0 0 0 0 00 0 29 0 ,o 0 31 r. .00 1 1.00 1 3L 2026 Forecast PM 0 1.00 0 2 0 2 1 .00 0.9s 2 0 2 1.00 1.O0 2 0 1 .00 0 0 0 0 1 .00 0 .95 252 r. .00 252 0 0 252 1..00 0 .95 265 0 0 r..00 0 48 0 140 1 .00 140 0 0 140 r. .00 0.95 1 00 r..00 1.00 00 000000 1.00 1.00 0.95 0.9s0000 00 1.00 1.00 265 1 .00 1 .00 265 0 1.00 0 0 0 0 1 .00 0 0 0 00 00 0 1 1 0 00 0 0 0 0 0 00 0 3 0 3 1 L.00 0 .9s 31 1.00 0.9s 4g 0 0 0 00 00 0 L .00 0.9s 51. 0 51 1 .00 1.00 51 1.00 0 .95 3 0 3 1 .00 1 .00 3 0 L47 1 .00 1 .00 L47 1 .00 0. 9s 0 0 0 1 .00 1.O0 0 950 0 0 0 00 t47 1 1 1 0 1.00 1.00 0.00 0.00 00 00 06 43 1 1.00 1. o0 1.00 000il---- -----l l il --------------- l Saturation Flow Module : AdjustmenE: 1.00 1 .00 Lanes: 0.93 0.01 Final Sat. : 628 0 L 0 L.00 0.00 0 1 0 00 00 0 00 16 1 0 00 84 743 147 r..00 0.98 8L2 1 .00 0 .00 0 00 02 l7 L 0 I Capacity AnalYsis Module : vo1/saE: o. 05 o. o0 o. Crit Moves ' **** Delay/Veh z 8.2 8 -2 I Delay Adj : 1 .00 i- .00 1 . AdjDel/veh: 8.2 8 -2 8 LOS by Move: A A 05 xxxx xxxx xxxx xxrcc 0'35 0.35 0'18 0'18 xxxx .2 00 .2 A 0.0 1.00 0.0 8.2 1.00 8.2 0.0 1 .00 0.0 0.0 1.00 0.0 * 0.0 .00 0.0 * o, 1.00 9.2 A **** 8.2 1 .00 8.2 A 8-2 r. .00 8.2 0.0 1 .00 0.0 * 1 **** 9.2 1.00 9.2 A 9.2 1,.00 9.2 A 0.5 0.5 0.2******************* A 0.2 0.2********** A ApproachDel: 8 -2 xxxxxx De1ay Adj: 1-00 xxxxx ApprAdjDel: 8-2 xxxxxx LOS bY APPr: A * AllWayAvgQ: 0.0 O.O 0.0 0'0 0'0 0'0 0'5 *************************************************** Note: Queue'reported is the number of cars per lane Traffix 7.8.0115 (c) 2006 Dowling Assoc. Licensed to SCHMUESER GORDAIiI MEYER