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HomeMy WebLinkAbout00 - Traffic Impact Study - Spring Meadows Condos - S Graf Traffic Impact Analysis Spring Meadows Condominiums South Graf Street Bozeman, Montana June 28, 2000 ©Kimley-Hom and Ass<xiatc% In. .2(KX) 067803000 = T 0 Fj Kimley-Horn �'' M and Associates, Inc. JUN, 21. 2000 3:59PM NO. 552 P. 1 P.O.Box 33068 �r Km>ley-Horn n1cish,North Camiffra �❑ andAsso6atBS 27636-3068 TEL 919 677 2000 FAX 910 677 2050 Fax 2'y ansmittal To: Bob Murray Fax No.: {40�592- 63 Ffim ,ocation: City of Bozeman Job No Fzom: Greg Ksue>-'T ' Date: June 20,2000 Original coming by grail: Yes: � No,• X zf you have any problems,please call 919-677-2000 and ask for: Total number of pages,including cover sheet: 3 Comments. Bob, Attached is a supple c =a of the Sm-ine Meadow development with `cc frou�the Sundaace Stays dtvelotnnent included. I have assumed that a>JR.1 rity. of the ti-afa-c f M SUndg=enemas is either included in the banks round traffic or has been accounted for in the 3.5%per ear. The ex tion' of Strtet for 1021 using the Sprints Meadows develot MM as a short cut If you have any comments or questions,pleme can me in our Ralei o here is 919677-2000. aeg ryD.KnLega—r,.FR This facsimile is intended for the addressee named heroin and may contain information that is ponfidential. If you are not the intended recipient or the employee or agent responsible for delivery to the addressee,you are hereby notifred that any review,dissemination,disolosure,or copying of this communioation is strictly prohibited. Ifyou have received this facsimile in error,please immediately note us by telephone,and return the original facsimile to us at the address above via the U.S.Postal Serviee. Thank you. JUN, 21. 2000 3:59PM N0, 552 P. 2 Traffic Impact Analysis Spring lv cn&-Ws Condomimhm P.U.D. rune 19,2000,Update Purpose This document is a supplement to the Traffic Impact Analysis submitted on April 21, 2000 for the Spring Meadows Condominiums,P.U.D.located in Doze ,Montana. Kimley Hom and Associates,Inc. (KHA)has been retained to prepare a Traffic Impact Analysis(TJ.A)to assess the impacts of the development on the thoroughfare system within the City of Bozeman. The objective of the original study was to determine the characteristics and impacts of the site on the surroundixig area,with a focus on the following intersections: ■ South 3rd Avenue and Goldstein Lane ■ South 3rd Avenue azd Graf Street ■ South 3rd Avenue and Wagon Wheel Road ■ South 3,d Avenue and Kagy Road This document is a supplement to the original study. The original study used the Montana Department of Transportation estimate for traffic growth,in the region of 3.5%. There is a development to the south,Sundance Springs,that was not completely included in this initial evaluation. This update provides additional analysis to include the impacts of the Sundance Springs development on the intersection of P Avenue and Graf Street. The concern expressed by the City of Bozeman was that traffic from the Sundance Spring development would use the street network developed as part of the Spring Meadows development and exit on Crraf Street. Although a portion of the Sundance Springs development is already completed,and accounted for in the background traffic and with the 33%traffic gxowvth,it is anticipated that the traffic along Graf Street at 3td Avenue would be substantially higher. Sundance Springs The Sundance Springs development consists of 134 single Lvnily units and 2 commercial/neighborhood business lots in the subdivision(Per Bob Murray,June 13, 2000). The traffic impact study for this development is not currently available,thus the size of the commercial development is not available. From the description of the commercial development,it is intended to primarily serve the residents in the southern area of Bozeman,which is not currently served by convenient commercial developments. Commercial developments,in general,do not significantly increase traffic along local streets,rather they generate traffic along collectors and arterials,such as South 3`4 Avenue and Goldstein. Because of this, it is not anticipated that the commercial development will increase traffic along Graf Street,outside of that from the existing development and the increase in background traffic due to regional growth(3.5%per year). The residential development that encompasses Sundance Springs,however,will utilize the local streets that make up Spring Meadows,and thus increase traffic along Graf Street. The trip generation from the residential element of Spring Meadows, and the Kimley-Horn and Associates,Inc- Page 1 JUN. 21. 2000 4;OOPM N0. 552 P. 3 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 19,2000,Update expected traffic increase tbzough the Spring Meadow developmeeut is shown in the table below: Base Generation Interaction Total Graf Street Generation IN OUT IN OUT IN OUT IN OUT AM 27 SO 5 16 22 64 4 13 PM 1 90 51 18 10 72 41 1 14 8 The base trip Seam-ation assumes a staudard single fancily development consisting of 134 units. The interaction is the assumed interaction between the single family development and the adjacent neighborhood commercial development. For the purposes of this anzdysis, that interaction was assumed to be 2011% of the trips generated by the single family development. (Note: The ITE Trip Generation Handbook recognizes interaction in similar developments to range between 10 and 35%of the total traffic) Level of Service Evaluation Based on the increase in traffic identified at the intersection of P Avenue and Graf Street,the following is the anticipated delay and level of service(LOS)at the intersection of Id Avenue and Graf Street: Year 2002 Conditionsplus Site plus Sundance S rim s Intersection AM Peak PM Peak Delay LOS DelayLOS 3`6 Avenue and Graf 11.6 B 9.9 A, Year 2002 Conditions pius Site plus Phase 2 plus Snndance S rim s Intersection AM Peak PM Peak I)C:I:a= LOS Delay.—I LOS Avenue and Graf 14.5 1 B 11.4 1 & Based on this analysis,the additional traffic utilizing Graf Street will not impact operations at the intersection of P Avenue,end Graf Street. It should also be noted that the local streets connecting Spring Meadows and Sundance Springs will reduce the total external trips generated by Spring Meadows. The use of the internal connection will pex it traffic from the Spring Meadows subdivision to use ne4bborhood shopping center in Sundance Spri:%W. As with the Sundance Springs development,this internal capture can be anticipated to reduce the trip generation external to the Spring Meadows site by approximately 20%. This additional reduction will further reduce the impacts of the Spring Meadows development on the surrounding street network. Kimley Horn and Associates,Inc. Page 2 Traffic Impact Analysis Spring Meadows Condominiums South Graf Street Bozeman, Montana This Traffic Impact Analysis was prepared under the supervision of Gregory D. Krueger, P.E., Montana Professional Engineer License Number 14173. Kimley-Horn and Associates, Inc. Tower 1, Suite 500 1515 Arapahoe Street Denver, Colorado 80202 303-446-8552 ©Kimley-Horn and Associates,Inc.,2000 067803000 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Executive Summary The Spring Meadows development will have minimal traffic impacts on the surrounding areas. The traffic system is currently operating at sufficient levels and will continue to function in an efficient manner through the year 2002. The Spring Meadows development in conjunction with the Sundance Springs development does not have any major impacts on the surrounding traffic system. It is recommended that the signal timing and phasing of the intersection of 3`d Avenue and Kagy continually be updated as necessary. It is also recommended that the intersection of 3`d Avenue and Kagy Road be monitored to address the future need for a dedicated right-turn lane for southbound traffic. The above mentioned recommendations are not a direct result of the Spring Meadow Development, but rather, a recommendation to benefit to the entire traffic system. Kimley-Horn and Associates, Inc. Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 INTRODUCTION Purpose Plans are currently being developed for the Spring Meadows Condominiums, P.U.D. located in Bozeman, Montana. Kimley-Horn and Associates, Inc. (KHA) has been retained to prepare a Traffic Impact Analysis (TIA) to assess the impacts of the development on the thoroughfare system within the City of Bozeman. The objective of this study is to determine the characteristics and impacts of the site on the surrounding area, with a focus on the following intersections: • South 3`d Avenue and Goldstein Lane • South 3`d Avenue and Graf Street • South 3`d Avenue and Wagon Wheel Road • South 3`d Avenue and Kagy Road Study Methodology Peak hour counts were collected at existing study intersections. An annual traffic growth factor of 3.5 percent was used to estimate future year background traffic levels to account for growth in the area unrelated to the study sites. This growth factor was provided by MDT for use in other traffic analysis in the Bozeman, Montana area. This report documents the analyses performed by KHA. Two phases of development were analyzed: • One year(2002) development (Spring Meadows Condominiums) • Year 2020 (Spring Meadows Condominiums and phase II development) For the 2002 and 2020 analysis periods, a trip generation was performed for the proposed development and the appropriate intersections were analyzed. The results of the analysis are documented in this report. In addition to the background traffic growth forecast, there is a significant development immediately south of Spring Meadows, called Sundance Springs. The traffic from this development has been included in this report to demonstrate the interaction of this additional traffic in the study area. EXISTING AND PROPOSED LAND USE Site Location The proposed development, a community of single family condominiums in the City of Bozeman, Montana, is generally located between 3`d Avenue and Sourdough Road, north of Goldstein Lane and south of Kagy Road. See Figure 1, Area Map. The Graf Kimley-Horn and Associates, Inc. Page I Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 property is divided into four lots, the first of whicli is being developed as the Spring Meadows Condominiums, P.U.D. It is projected that the additional three lots will be developed as single family communities within the next few years, but are not a part of this project. The Sundance Springs development, which is currently being developed, is located directly south of the Spring Meadows development. Existing Development on Site There is currently no development on the site. Proposed Land Use The proposed Spring Meadows development will be a single family condominium site with no commercial development, and future development of the Graf property is proposed as single family detached homes. The land is currently zoned R-2, which permits this land use. The proposed site plan is shown in Figure 2, Site Plan. EXISTING TRANSPORTATION SYSTEM Thoroughfare System The existing transportation network in the vicinity of the proposed developments consists of 3`d Avenue, Kagy Road, and Goldstein Roads. 3`d Avenue is a t%vo lane road with right and left turn lanes northbound at Kagy Avenue and a left turn lane southbound at the intersection. Kagy is a two-lane road with left turn lanes onto 3`d Avenue. At the intersection of Graf and 3`d Avenue, 3`d consists of one southbound through lane that continues onto Wagon Wheel Road and one westbound right turn lane that follows the alignment of 3`d Avenue to the West. Eastbound 3`d Avenue consists of one lane which deadends at the intersection. At the intersection of Goldstein and 3`d Avenue, 3`d consists of a two-lane road that ends in a "T" intersection at Goldstein. Goldstein is a two-lane road at the intersection. The intersection geometry is shown in Figure 3, Intersection Layout. Existing Traffic Volumes Existing traffic counts, shown in Figure 4, Existing Traffic Volumes, were collected at the following study locations during the AM and PM peak hours: • 3`d Avenue and Kagy Avenue • 3`d Avenue and W. Graf Street • 3`d Avenue and Wagon Wheel Road • 3`d Avenue and Goldstein Lane Kimley-Horn and Associates, Inc. Page 2 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Sundance Springs The Sundance Springs development to the south is currently being constructed. It will consist of 134 single family units and 2 neighborhood commercial/ business lots in the subdivision. (Per Bob Murray, June 13, 2000) The traffic impact study for this development is not currently available, thus the size and detail of the proposed commercial development is not available. However, a neighborhood commercial/business development typically consists of local businesses which do business in a very small geographic area. This would include dry cleaners, video rental stores, gas stations and small supermarkets. The customers and employees to this development are anticipated to be derived locally from the existing and proposed residential developments in this area. SITE TRAFFIC CHARACTERISTICS Proposed Site Trip Generation The estimated trip generation for the proposed study development was calculated using the Institute of Transportation Engineer's (ITE) Trip Generation Manual, 6`h Edition. Two separate trip generation calculations were performed for the developments, to represent the proposed stages of development. Year 2002 trip generation is presented in Table 1, showing full buildout of Spring Meadow Condominiums. Table 2 presents trip generation for the full development of lots two, three and four, Spring Meadow Phase II development. Table 1 Spring Meadows Condominiums Generation Location Land Use ITE DU AM Peak Hour PM Peak Hour Code In Out In Out Lot 1 Condominium 230 100 9 42 42 22 Table 2 Spring Meadows Phase II Location Land Use ITE DU AM Peak Hour PM Peak Hour Code In Out In Out Lot 2 Single Family 210 85 17 51 57 32 Lot 3 Single Family 210 85 17 51 57 32 Lot 4 Single Family 1210 85 17 51 57 32 Sundance Springs Impacts on Springs Meadows Sundance Springs is currently being developed. This commercial/residential development will have some impact on the traffic volumes going through the Spring Meadows development. The trip generation from the residential element of Sundance Springs, and the expected traffic increase through the Spring Meadow development is shown in Table 3. Kimley-Horn and Associates, Inc. Page 3 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Table 3 ' Sundance Springs Single Family Housing Base Generation Traffic Through Spring Meadows IN OUT IN OUT AM 27 80 5 16 PM 90 51 18 10 The neighborhood commercial development within the Sundance Springs development is intended to serve the residents in the southern area of Bozeman, including Spring Meadows, Sundance Springs and the other on going developments in the region, which are not currently served by local commercial developments. This commercial development will not significantly increase traffic through the area, rather, it will generate traffic from the local subdivisions. For this reason, and because the specific details regarding this development are not known, this portion of Sundance Springs has not been included in this report. The residential development that encompasses Sundance Springs, will utilize the local streets that make up Spring Meadows, and thus increase traffic along Graf Street. Trip Distribution and Traffic Assignment Trip distributions were estimated for the development scenarios based upon expected growth around Bozeman, see Figure 5, Trip Distribution. The general distribution assumed was: • 94% to/from the North • 35% to/from the North of the 3`d Ave/Kagy Intersection • 37%to/from the West of the 3`d Ave/Kagy Intersection • 22%to/from the East of the 3`d Ave/Kagy Intersection • 6%to/from the South • 3%to/from the West of the 3`d Ave/Goldstein Ln Intersection • 3%to/from the East of the 3`d Ave/Goldstein Ln Intersection Kimley-Horn and Associates, Inc. Page 4 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 TRAFFIC ANALYSIS Level of Service Evaluation For each development scenario, a Level of Service (LOS) evaluation was conducted. For signalized and unsignalized intersections, the analyses were performed using the 1997 Highway Capacity Manual methodology. The output sheets from Traffix are provided in the Appendix. Table 4 summarises the results for existing (2002) conditions. The following intersections were evaluated: ■ 3`d Avenue at Kagy Road ■ 3`d Avenue at Graf Street ■ 3`d Avenue at Wagon Wheel Road ■ 3`d Avenue at Goldstein Lane This study period evaluated background conditions of existing volumes increased two years at 3.5 percent per year. Table 4 Existing (2002) Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3 Avenue at Kagy 16.4 B 14.7 B 3 Avenue at Graf 11.4 B 9.7 A 3`°Avenue at Wagon Wheel 9.3 A 8.1 A 3` Avenue at Goldstein 10.1 B 9.9 A Note: Unsignalized analysis results show critical approach All study intersections are anticipated to operate at satisfactory levels-of-service in 2002. For the 2002 build-out scenario, two levels of development were analyzed. The first is the base development of the Spring Meadows Condominium. The second is the entire development, including the single-family development proposed in the future. Tables 5 and 6 summarize these scenarios, respectively. Table 5 Year 2002 Conditions plus Site Trip Generation Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3`° Avenue at Kagy 16.5 B 15.0 B 3`° Avenue at Graf 11.3 B 9.8 A 3` Avenue at Wagon Wheel 9.3 A 8.1 A 3` Avenue at Goldstein 1 10.1 B 9.9 A Note: Unsignalized analysis results show critical approach Kimley-Horn and Associates, Inc. Page 5 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 The study intersections are anticipated to operate at satisfactory levels-of-service for year 2002 conditions with the addition of the Spring Meadows Condominiums. Table 6 Year 2002 Conditions plus Site plus Surrounding Development Trip Generation Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3` Avenue at Kagy 17.1 B 15.9 B T Avenue at Graf 11.2 B 11.1 B T Avenue at Wagon Wheel 9.4 A 8.1 A 3` Avenue at Goldstein 10.4 B 10.1 B Note: Unsignalized analysis results show critical approach The study intersections are anticipated to operate at satisfactory levels-of-service for year 2002 conditions with the addition of the Spring Meadows Condominiums and surrounding development. Based upon the analysis for this scenario, there are no improvements that are needed to accommodate the additional traffic. Sundance Springs Impacts Based on the increase in traffic identified at the intersection of 3`d Avenue and Graf Street, the following is the anticipated delay and level of service (LOS) at the intersection of 3`d Avenue and Graf Street: Table 7 Year 2002 Conditions plus Site plus Site and Sundance Springs Trip Generation Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3 Avenue at Kagy 17.5 B 16.3 B T Avenue at Graf 15.8 C 11.9 B 3` Avenue at Wagon Wheel 10.2 B 8.5 A 7 Avenue at Goldstein 11.7 B 11.7 B Note: Unsignalized analysis results show critical approach Year 2020 Horizon This study period evaluated year 2020 conditions consisting of existing volumes increased 20 years at 3.5 percent annually plus the trip generation for the entire Spring Meadows development. Table 7 summarizes the results of the background 2020 conditions. Table 8 summarizes the results of the proposed condominium development, and Table 9 summarizes the impacts of the entire development. Kimley-Horn and Associates, Inc. Page 6 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Table 7 Year 2020 Background Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3` Avenue at Kagy (existing conditions) 65.1 E 42.6 D T Avenue at Kagy (modified phasing) 53.4 D 34.2 C 3` Avenue at Graf 14.3 B 3.7 A T Avenue at Wagon Wheel * 16.5 C 6.6 B 3` Avenue at Goldstein 14.2 B 13.0 B Note: Unsignalized analysis results show critical approach Based on this analysis, the study intersections are anticipated to operate at satisfactory levels-of-service for 2020 background conditions. The only identified improvement is to modify the phasing at 3`d Avenue and Kagy to allow permitted and protected left-turns during the AM peak period. The geometry at the intersection of 3`d Avenue and Wagon Wheel/Graf has the potential to present issues with respect to queuing along 3`d Avenue. The background traffic is anticipated to create queues during the peak morning period of approximately 60 feet, and 150 feet during the evening. This will not block the intersection of Graf and 3`d Avenue. Table 8 Year 2020 Background Conditions plus Site Traffic Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 3` Avenue at Kagy (existing conditions) 67.1 E 44.5 D 3` Avenue at Kagy (modified phasing) 55.0 D 3` Avenue at Graf 17.0 C 11.5 B 3` Avenue at Wagon Wheel * 14.3 C 3.7 A 7 Avenue at Goldstein 14.3 B 13.1 B Note: Unsignalized analysis results show critical approach Based on this analysis, the study intersections are anticipated to operate at satisfactory levels-of-service for 2020 background conditions. The only identified improvement is to modify the phasing at 3`d Avenue and Kagy to allow permitted and protected left-turns during the AM peak period. The geometry at the intersection of 3`d Avenue and Wagon Wheel/Graf has the potential to present issues with respect to queuing along 3`d Avenue. The background traffic is anticipated to create queues during the peak morning period of approximately 60 feet and 150 feet during the evening. This will not block the intersection of Graf and 3`d Avenue. Kimley-Horn and Associates, Inc. Page 7 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Table 9 Year 2020 Conditions plus Site plus Surrounding Development Trip Generation Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS T Avenue at Kagy (existing conditions) 75.1 E 56.7 E T Avenue at Kagy (modified phasing) 64.1 E 45.6 D 3` Avenue at Kagy (dedicated SB right-turn 51.1 D lane plus modified phasing) 3 Avenue at Graf 14.3 C 3.8 A 3`" Avenue at Wagon Wheel * 16.9 C 6.9 B 76 Avenue at Goldstein 15.0 C 13.4 B Note: Unsignalized analysis results show critical approach Based on this analysis the only improvement identified is the future addition of a right- turn lane for southbound traffic on 3`d Avenue at Kagy. It should be noted that the added southbound traffic at this intersection due to the entire development is less than 30 vehicles during the peak morning hour. There are many other factors that may occur over the next 20 years that will have a more significant impact, such as a higher growth rate than 3.5 percent per year, or the difference in traffic counts between two days of the week. It is recommended that the City of Bozeman continue to monitor this intersection, and address capacity and LOS issues as they arise. Local Interaction As noted earlier, there are multiple developments in this area. There will likely be significant interaction between these developments that will further reduce the impacts on the surrounding street network. For example, the trip generation rates include numerous trips that are taken on an average day. For residential land uses,these include trips to and from work, trips to go shopping, and trips to visit friends or relatives. With the existing local neighborhoods and those that are proposed and currently under construction, some of these trips will be very local, such as down the street or into an adjacent neighborhood. The trip generation performed for this site includes these trips in the overall analysis as being more regional in nature than will likely occur to provide a more conservative estimate. Kimley-Horn and Associates, Inc. Page 8 Traffic Impact Analysis Spring Meadows Condominium P.U.D. June 28,2000 Recommendations Based upon the analyses conducted for this traffic study of the proposed Spring Meadows Condominium P.U.D., traffic operations will not be significantly impacted. This analysis includes the impacts of the entire Spring Meadows development as well as the adjacent Sundance Springs development. Traffic will continue to operate at satisfactory levels of service with no improvements for the initial build-out. The only improvements recommended are for the benefit of traffic as a whole, and not directly related to the development of the Spring Meadow project. The recommendations for the study intersections are as follows: • Continue to update the signal timing and phasing of the intersection of 3`d Avenue and Kagy • Monitor the intersection of 3`d Avenue and Kagy Road to address the future need for a dedicated right-turn lane for southbound traffic. Kimley-Horn and Associates, Inc. Page 9 FIGURES FIGURE 1 AREA MAP F- m 'rttii�r�t t -,�q w plc- - fA V t, A v El ice, � I T~7 W Ka 81vd11 Ka9Y_�ve�J :E Ka9Y `� F al�Qp -y ,i Ell l O Q �. Or Cam b -a- r i PROJECT LOCATION Tra'lsi End Rd 1 Goldenstain Ln r.� Goldenswin Ln v NOT TO SCALE Kimley-Horn and Associates, Inc. 000e je :2; :L; LZ un0 and OMp'ddw-V'3dd\6Mp\Mopeaui 6utudS OOOEOBL90\oldl-\ :g F oa ! � / co Nca W ' � Ir CL Z) W , ;i .g c cc i t t i I FIGURE 3 INTERSECTION LAYOUT 0 —� L ) Ro W. KA Y AVE. -1 fi r- / ► W. GRAF ST. LEGEND > XX = AM PEAK (VPH) IF— Q (XX) = PM PEAK (VPH) Q = STOP SIGN o = TRAFFIC SIGNAL , j 0 0 S. 3RD AVE. N b � SEE ENLARGEMENT W. GRAF ST. t uj a ra O v —! GOLDENSTEIN LN. Kimley-Horn and Associates, Inc. ; 000Z Sb :OV Lb LZ unr and 6Mp,sum leunbijuo0\6Mp\Mopeaui butudS 000E09L90\ogdl-\ :9 FIGURE 4 EXISTING TRAFFIC VOLUMES 135(93) N h r 406:234) 96 106) W. KAGY AVE, N -- (229)62 r 1 r N (337>137— �8(23) m m N � m �2(2) <7W 55 c m LEGEND: W. GRAF ST. r XX = AM PEAK (VPH) m _ > (XX) = PM PEAK (VPH) � v � N .1 `0 A 1 V v 1 � � Cl) (S. 3E.3)214 10'2 SEE ENLARGEMENT W. GRAF ST. S. R AVE. a CY u 3� P f P vi `0 42(34) L 60(56) GOLDENSTEIN LN. (62)155� (5B)46 — Kimley-Horn and Associates, Inc. OOOZ 9Z :IV :[ti LZ un0 and 6MP'SN0IlI0N00 ONIlSIX3\6MP\Mopeaui buiudS OOOE08L90\ogdl-\ :g FIGURE 5 TRIP DISTRIBUTION 135% 37% _ 22% W. KA Y AVE. LEGEND: L, XX = AM PEAK (VPH) > (XX) = PM PEAK (VPH) a c� v� W. GRAF ST. S. 3RD AVE. Q l 42 v 3� 3% GOLDENSTEIN LN. Kimley-Horn C:m " and Associates, Inc. 0002 0q :2; :Il LZ unp and W'1SIO dIdl\6Mp\Mopeaui 6utudS OOOE08L90\o}dq-\ :g FIGURE 6 2002 BACKGROUND TRAFFIC VOLUMES ^ N Y Z: 145(97) N N n I L — 435(251) illl �105 CHO W. KAGY AVE. _ (84)67 ^ `\ (361)147—� 9(25) \ I (246)59 1 �3(4) LEGEND 1 W. GRAF ST. XX = AM PEAK (VPH) N f r > (XX) = PM PEAK (VPH) �' l �kn S. 3RD AVE. (100)231� N � v W GRAB ST. S. 3RD AVE. r i a A � � v 0 v 3� m 45(37) 1}� �65(60) GOLDENSTEIN LN (67)166J (63)50 Kimley-Horn mm and Associates, Inc. 0002 LE titi Lti LZ unr and 6Mp*punou6�3eq 2002\6Mp\Mopeaui butudS OOOE08L90\ogdq-\ :g FIGURE 7 2002 ADDITIONAL TRAFFIC SPRING MEADOWS CONDOS ONLY `4 (0) W. KA Y AV 2 (16 r f r 16> 0 42 <22) P m W. GRAF ST. LEGEND: XX = AM PEAK (VPH) w (XX) = PM PEAK (VPH) > a S. 3RD AVE. (0)0 -� f s a S. 3RD AVE, r W GRAF ST. a 4A Q' J N 3?� �Z �7 �Q GOLDENSTEIN LN. ti Kimley-Horn and Associates, Inc. 0002 92 :;; :t6 L2 unr and 6Mp*00N000V E002\Omp\Mopeaui butudS OOOE09190\ogdq-\ :g FIGURE 8 2002 ADDITIONAL TRAFFIC VOLUMES SPRING MEADOWS TOTAL N 1 13(48) 1 W. KA Y AVE (eo) 22—i 186(112) o 9(6) v ti a v v LEGEND w. GRAF sT, XX = AM PEAK (VPH) w (XX) = PM PEAK (VPH) a S. 3RD AVE. \ (10) 3 W S. 3RD AVE. W. GRAF ST. �.i a �q Q w vi 32 0 3� L �2(5) G❑LDENSTEIN LN. (5> 2 Kimley-Horn mm and Associates, Inc. 0002 Vo :eV :L; LZ unr and 6Mp'03WddS0V ZOOZ\6Mp\Mopeaui 6utudS OOOE09L90\oTd4-\ :0 FIGURE 9 ic2002 ADDITIONAL TRAFFIC VOLUMES SUNDANCE SPRINGS AND SPRING MEADOWS 0 F-19 (67) W. KAGY A --- (113) 32 � N N n 201(122) � 0` 9(6) ^ LEGEND. W. GRAF ST_ XX = AM PEAK (VPH) ^ f r Li> (XX) = PM PEAK (VPH) s S. 3RD AVE. (49)63 W S. 3RD AVE. W. GRAF ST. n ci) 32 0 u 3Q N �—62(43) �2 (2) GGLDENSTEIN LN. (s) 2 (3) 1 Ii Kimley-Horn and Associates, Inc. 0002 EE :2b :L6 LZ unr and 6Mp'�IVOV ZOOZ\6Mp\Mopeaui butudS OOOEOBL90\ogdl-\ :g FIGURE 10 2002 TOTAL TRAFFIC SPRING MEADOWS CONDOS ONLY v N V 145(97) � N n —435(251) F 107(124) _ W. KA Y AVE. 2 (84)67 7'u n (361)147 N 51(47) M N (262)63 m LEGEND: W. GRAF ST. XX = AM PEAK (VPH) 1 r Li (XX) = PM PEAK (VPH) I I 1 @ 0� S. 3RD AVE. (100)231 (0)3 � � ZD N � v W S. 3RD AVE. W. GRAF ST. �i > iz �2 v o � o m 45(37) L 65(60) GGLDENSTEIN LN. (67)166--� (63)50 — Kimley-Horn rmmpi and Associates, Inc. 0002 bS :EV :L; L2 unp and 6Mp'00N001 200E\6Mp\Mope@a butjdS OOOEOeL90\old}-\ :0 -- FIGURE 11 - \` 2002 TOTAL TRAFFIC VOLUMES f, SPRING MEADOWS ONLY ti 145(97) vOi � n I r 435<251) 11I 118 (162) W. KAGY AV - (84)67 — n n \ � C361>147 n N 195(137) m (326)111 m 12(10) N LEGEND: W. GRAF ST. XX = AM PEAK (VPH) (XX) = PM PEAK (VPH) a N m Q (S3RD AVE. (110)234--� �, t 1\� (0)3 @ 0 N \� n W S. 3RD AVE. W. GRAF ST. > J4� N 47(42) f-65(60) GOLDENSTEIN LN. (72)168--J (63)50� J Kimley-Horn and Associates, Inc. / 0002 OE :Eb '.Lti L2 unp and 6Mp,0]HHdSl 2002\6Mp\Mopeaui 6utudS OOOEOBL90\ogdl-\ :S FIGURE 12 r i 2002 TOTAL TRAFFIC VOLUMES ;z 145(97> N I — � 435 C251) L �124 CI81) W. KAGY AV (84)67 r f r / N v ^ (361)147— j/ N 210(147) c c 12(10) (359)91 v j W. GRAF ST. LEGEND j XX = AM PEAK (VPH) f r w (XX) = PM PEAK (VPH) N N QIA N A S. 3RD AVE M f(149)194 \� (0)3 S. 3RD AVE. W. GRAF ST. - ---- - ------------ w � A 3 oa 3Q �107(80) L �67(62) GOLDENSTEIN LN. (72)168--� (66)51—y Kimley-Horn mm and Associates, Inc. OOOZ 6; :VV :L6 LZ unr and 6Mp'j�Vj 200z\6Mp\Mopeaui but udS OOOE09L90\ogdl-\ :g FIGURE 13 ` 2020 BACKGROUND TRAFFIC VOLUMES m N m v N " 269(I05) m N r 808 (466) 195 (211) W. KA Y AV - (155)124 f r Y 16(46) (671)273 m 11 �4(4) \ W. GRAF ST. \ v m LEGEND: 1\\ XX = AM PEAK (VPH) 10 ti f f' W (XX) = PM PEAK (VPH) N > o r v jCLI N S. 3RI AVE. tT (IB0)426� (0)4 m N � P W. GRAF ST. �i Q �A �2 ' o v �Q a —94(66) 120"12) GDLDENSTEIN LN. - (124)309� `- (116)92 Kimley-Horn m and Associates, Inc. 0002 Ob :bb :Lti LZ unp and Omp'punojO�oeq OZ02\6Mp\MopeauFbutud5 OOOE09L90\ogdl-\ :g % FIGURE 14 2020 TOTAL TRAFFIC VOLUMES m Y m � v ^+ 269(185) N v r 808(466) 208(258) W. KAGY AV , - (155)124 v o 199(157) \� (671)273— m 1a �16(l1) (535)132 V 1 .. N � W GRAF ST. fr Lj N N n f•I � ^ m N � S. 3RD AVE. (193)430—A f (0)4 m o v W. GRAF S . LEGEND: w XX = AM PEAK (VPH) 7 (XX) = PM PEAK (VPH) rJ A � Z 0 N N o m 86(74) n —J L— 120(112) GOLDENSTEIN LN. (130)311 (116)92 Kimley-Horn lC=mFl and Associates, Inc. OOOZ Vo :gV :L; LZ unr and 6Mp,�d101 OZO2\6Mp\MopeaW 6utudS OOOE08L90\ogdq-\ :g APPENDIX 2002 AM CONDOMINIUMS ONLY 2002 AM Tue Jun 27, 2000 11:08:07 Page 1-1 -------------------------------------------------------------- Scenario: 2002 AM Scenario Report Command: Default Command Volume: am 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 wing Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:07 Page 2-1 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------ Trip Generation Report i Forecast for AM Zone Rate Rate Trips Trips Total o Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 3 Spring Meado 1.00 Residential 9.00 42.00 9 42 51 100.0 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 42 51 100.0 -------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 42 51 100.0 Traffix 7.1.0607 Lowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:07 Page 3-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 Zone ----- ----- ----- 3 39.0 37.0 24.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:07 Page 4-1 -------------------------------------------------------------------------------- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 18 0 56 166 50 0 0 65 45 400 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 18 0 56 166 50 0 0 65 45 400 #2 3RD AND GRAF Base 0 392 3 0 217 0 0 0 0 3 0 9 624 Added 0 0 0 9 0 0 0 0 0 0 0 42 51 Total 0 392 3 9 217 0 0 0 0 3 0 51 675 #3 3RD AND KAGY Base 311 308 90 75 125 56 67 147 59 105 435 145 1923 Added 16 16 10 0 3 0 0 0 4 2 0 0 51 Total 327 324 100 75 128 56 67 147 63 107 435 145 1974 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 42 0 0 0 0 0 0 0 9 0 0 0 51 Total 42 0 0 0 0 0 0 0 9 0 0 0 51 #7 Base 5 164 0 0 55 165 231 0 3 0 0 0 623 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 5 164 0 0 55 165 231 0 3 0 0 0 623 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:07 Page 5-1 ------------------------------------------------------------------------- •------- Link Volume Report AM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 74 211 285 216 121 337 110 68 178 800 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 74 211 285 216 121 337 110 68 178 800 #2 3RD AND GRAF Base 395 220 615 217 401 618 0 0 0 12 3 15 1248 Added 0 0 0 9 42 51 0 0 0 42 9 51 102 Total 395 220 615 226 443 669 0 0 0 54 12 66 1350 #3 3RD AND KAGY Base 709 289 998 256 520 776 273 802 1075 685 312 997 3846 Added 42 9 51 3 16 19 4 16 20 2 10 12 102 Total 751 298 1049 259 536 795 277 818 1095 687 322 1009 3948 #4 GRAF/ ENTRANCE TO SPRING MEADOW (ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 42 9 51 0 0 0 9 42 51 0 0 0 102 Total 42 9 51 0 0 0 9 42 51 0 102 #7 Base 169 58 227 220 395 615 234 170 404 0 0 1246 Added 0 0 0 0 0 0 0 0 0 0 0 0 Total 169 58 227 220 395 615 234 170 404 0 0 1246 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 6-1 -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 3RD AND GOLDSTEIN B 10.1 0.000 B 10.1 0.000 + 0.000 V/C # 2 3RD AND GRAF B 11.4 0.000 B 11.3 0.000 + 0.000 V/C # 3 3RD AND KAGY B 16.4 0.549 B 16.5 0.565 + 0.146 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 9.3 0.336 A 9.3 0.336 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 7-1 --------------------------------------------------------------_------------------ ------------------------------ Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 10.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 19 0 59 175 53 0 0 68 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 19 0 59 175 53 0 0 68 47 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx -----------I---------------II---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 494 xxxx 92 116 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 538 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 484 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * p Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 780 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.1 xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * p r ApproachDel: xxxxxx 10.1 xxxxxx xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 8-1 -------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection #1 3RD AND GOLDSTEIN ##**x*xx***x***xxx,►**#**xx####*##x*x#:**x*#*xxx*xxxx*#**xxx###x#*#xxx#*#**#*#*#** Average Delay (sec/veh) : 10.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 --_--_------�I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 18 0 56 166 50 0 0 65 45 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0. 95 0.95 0.95 0.95 PHF Volume: 0 0 0 19 0 59 175 53 0 0 68 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 19 0 59 175 53 0 0 68 47 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 494 xxxx 92 116 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 538 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 484 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 780 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.1 xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 10.1 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 9-1 ------------------ Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.4 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 « 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0 0 0 0 3 0 9 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 413 3 0 228 0 0 0 0 3 0 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 413 3 0 228 0 0 0 0 3 0 9 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 643 xxxx 414 Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 ------------I---------------II---------------If---------------II---------- ----I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 577 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 10-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.3 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0 0 0 0 3 0 9 Added Vol: 0 0 0 9 0 0 0 0 0 0 0 42 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 392 3 9 217 0 0 0 0 3 0 51 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 413 3 9 228 0 0 0 0 3 0 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 413 3 9 228 0 0 0 0 3 0 54 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 416 xxxx xxxxx xxxx xxxx xxxxx 662 xxxx 414 Potent Cap. : xxxx xxxx xxxxx 1154 xxxx xxxxx xxxx xxxx xxxxx 430 xxxx 642 Move Cap. : xxxx xxxx xxxxx 1154 xxxx xxxxx xxxx xxxx xxxxx 427 xxxx 642 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 625 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.3 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.3 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 11-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.549 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 16.4 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II-------------- II-------------- I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------ ---- ---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0. 95 0.95 0.95 0.95 0.95 0. 95 0. 95 0.95 PHF Volume: 327 324 95 79 132 59 71 155 62 111 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 324 95 79 132 59 71 155 62 111 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 327 324 95 79 132 59 71 155 62 111 458 153 ------------I---------------II---------------11--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.58 1.00 0.85 0.47 0.95 0.95 0.29 1.00 0.85 0.59 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.69 0.31 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1100 1900 1615 885 1253 560 553 1900 1615 1119 1900 1.615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.30 0.17 0.06 0.09 0.11 0.11 0.13 0.08 0.04 0.10 0.24 0.09 Crit Moves: **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.44 0.44 0.44 0.44 0.44 0.44 Volume/Cap: 0.55 0.32 0.11 0.16 0.19 0.19 0.29 0.19 0.09 0.23 0.55 0.22 Uniform Del: 15.0 12.7 11.2 11.6 11.8 11.8 18.1 17.1 16.4 17.5 20.7 17.4 IncremntDel: 1.1 0.2 0.1 0.2 0.1 0.1 0.7 0.1 0.1 0.2 0.8 0.2 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 16.1 12.9 11.2 11.7 11.9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 16.1 12.9 11.2 11.7 11. 9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 DesignQueue: 9 9 2 2 3 2 2 5 2 4 15 5 kWW♦Rk W.WWW.W}*WWW**�t♦i�r♦Wt�*fWW♦tW1•♦4WW4WW*WWWWWiW*W•*►*YWWi*k**k•♦t*♦*W**k**** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 12-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.565 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 16.5 Optimal Cycle: 20 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I _ Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------11---------------II---------------II---------------1 Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 Added Vol: 16 16 10 0 3 0 0 0 4 2 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 327 324 100 75 128 56 67 147 63 107 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 344 341 105 79 135 59 71 155 66 113 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 344 341 105 79 135 59 71 155 66 113 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 344 341 105 79 135 59 71 155 66 113 458 153 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.58 1.00 0.85 0.46 0.95 0.95 0.28 1.00 0.85 0.59 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.70 0.30 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1100 1900 1615 870 1261 551 532 1900 1615 1112 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.31 0.19 0.07 0.09 0.11 0.11 0.13 0.08 0.04 0.10 0.24 0.09 Crit Moves: **** **** Green/Cycle: 0.55 0.`_`_ 0.55 0.55 0.55 0.55 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.57 G.?: :.12 0.16 0.19 0.19 0.31 0.19 0.10 0.24 0.57 0.22 Uniform Del: 14.5 :7 .1 11.0 11.2 11.2 19.0 17.9 17.1 18.3 21.7 18.2 IncremntDel: 1.2 i 0.2 0.1 0.1 0.8 0.1 0.1 0.3 0.9 0.2 Delay Adj : 1.00 : .,; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 15.7 :. . 11.1 11.3 11.3 19.8 18.0 17.2 18.6 22.6 18.3 User DelAdj : 1.00 : . : .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.7 :. . :: .1 11.3 11.3 19.8 18.0 17.2 18.6 22.6 18.3 DesignQueue: C. 2 3 2 2 5 2 4 16 5 r♦*1rirs#:*t••.•*stfe....................r1Y♦•**•*+#**ti.*it#+t*tk*yA*tifrir4**1YAMtYtfAiki44•kIr Traffix 7.1.0607 :�,owling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II--------------- Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------I---------------II---------------II---------------II---------------� Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 14-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1,.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 42 0 0 0 0 0 0 0 9 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 42 0 0 0 0 0 0 0 9 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0. 95 0. 95 0,95 0. 95 0. 95 0.95 0. 95 0.95 0.95 0.95 PHF Volume: 44 0 0 0 0 0 0 0 9 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 44 0 0 0 0 0 0 0 9 0 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- II---------------II------- --II---------------I Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I---- ------II---------------II-------- --II---------------I Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx, xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.336 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 9.3 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 164 0 0 55 165 231 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 164 0 0 55 165 231 0 3 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 164 0 0 55 165 231 0 3 0 0 0 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0.99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 21 693 0 0 662 760 688 0 9 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.24 xxxx xxxx 0.08 0.22 0.34 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * B ApproachDel: 9.3 8.4 10.3 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 9.3 8.4 10.3 xxxxxx LOS by Appr: A A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:08:08 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.336 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 9.3 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 ------------I---------------II---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 164 0 0 55 165 231 0 3 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 .00 1 .00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 164 0 0 55 165 231 0 3 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 164 0 0 55 165 231 0 3 C 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 164 0 0 55 165 231 0 3 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0.99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 21 693 0 0 662 760 688 0 9 0 0 0 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.24 xxxx xxxx 0.08 0.22 0.34 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * B ApproachDel: 9.3 8.4 10.3 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 9.3 8.4 10.3 xxxxxx LOS by Appr: A A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM CONDOMINIUMS ONLY 2002 PM Tue Jun 27, 2000 11:07:44 Page 1-1 -------------------------------------------------------------------------------- Scenario Report Scenario: 2002 PM Command: Default Command Volume: pm 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 w ing Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 2-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 3 Spring Meado 1.00 Residential 42.00 22.00 42 22 64 100.0 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 22 64 100.0 -------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 22 64 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 3-1 -------------------------------------------------------------------------------- ---------------------------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 Zone ----- ----- ----- 3 39.0 37.0 24.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO r 2002 PM Tue Jun 27, 2000 11:07:44 Page 4-1 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 37 0 107 67 63 0 0 60 37 371 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 37 0 107 67 63 0 0 60 37 371 #2 3RD AND GRAF Base 0 172 5 35 209 0 0 0 0 4 0 25 450 Added 0 0 0 42 0 0 0 0 0 0 0 22 64 Total 0 172 5 77 209 0 0 0 0 4 0 47 514 #3 3RD AND KAGY Base 109 164 64 155 222 37 84 361 246 114 251 97 1904 Added 9 8 5 0 16 0 0 0 16 10 0 0 64 Total 118 172 69 155 238 37 84 361 262 124 251 97 1968 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 22 0 0 0 0 0 0 0 42 0 0 0 64 Total 22 0 0 0 0 0 0 0 42 0 0 0 64 #7 Base 2 76 0 0 123 90 100 0 0 0 0 0 391 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 76 0 0 123 90 100 0 0 0 0 0 391 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Link Volume Report PM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 144 104 248 130 167 297 97 100 197 742 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 144 104 248 130 167 297 97 100 197 742 #2 3RD AND GRAF Base 177 213 390 244 197 441 0 0 0 29 40 69 900 Added 0 0 0 42 22 64 0 0 0 22 42 64 128 Total 177 213 390 286 219 505 0 0 0 51 82 133 1028 #3 3RD AND KAGY Base 337 582 919 414 345 759 691 397 1088 462 580 1042 3808 Added 22 42 64 16 8 24 16 9 25 10 5 15 128 Total 359 624 983 430 353 783 707 406 1113 472 585 1057 3936 #4 GRAF/ ENTRANCE TO SPRING MEADOW (ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 22 42 64 0 0 0 42 22 64 0 0 0 128 Total 22 42 64 0 0 0 42 22 64 0 0 0 128 #7 Base 78 123 201 213 176 389 100 92 192 0 0 782 Added 0 0 0 0 0 0 0 0 0 0 G 0 0 Total 78 123 201 213 176 389 100 92 192 0 u 0 782 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 1 2002 PM Tue Jun 27, 2000 11:07:44 Page 6-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 3RD AND GOLDSTEIN A 9.9 0.000 A 9.9 0.000 + 0.000 V/C # 2 3RD AND GRAF A 9.7 0.000 A 9.8 0.000 + 0.000 V/C # 3 3RD AND KAGY B 14.7 0.354 B 15.0 0.363 + 0.224 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 8.1 0.167 A 8.1 0.167 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 7-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 9.9 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ----- ------------- Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 39 0 113 71 66 0 0 63 39 Reduct Vol: 0 - 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 39 0 113 71 66 0 0 63 39 ------------ Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 290 xxxx 83 102 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 705 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 679 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------11---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 881 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 9.9 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A ApproachDel,: xxxxxx 9.9 xxxxxx xxxxxx ApproachLOS: * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 8-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 9.9 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 37 0 107 67 63 0 0 60 37 User Adj : 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 39 0 113 71 66 0 0 63 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 39 0 113 71 66 0 0 63 39 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 290 xxxx 83 102 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 705 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 679 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 881 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 9.9 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A * + ApproachDel: xxxxxx 9.9 xxxxxx xxxxxx ApproachLOS: * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM ---------Tue-Jun 27, 2000 11:07:44 Page 9-1 ------------------ ------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #2 3RD AND GRAF Average Delay (sec/veh) : 9.7 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0. 95 0.95 0.95 PHF Volume: 0 181 5 37 220 0 0 0 0 4 0 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 181 5 37 220 0 0 0 0 4 0 26 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 186 xxxx xxxxx xxxx xxxx xxxxx 477 xxxx 184 Potent Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 550 xxxx 864 Move Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 539 xxxx 864 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 798 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.7 xxxxx Shared LOS: * * * A * * * * * * A ApproachDel: xxxxxx xxxxxx xxxxxx 9.7 ApproachLOS: * * * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 9.8 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------11---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 Added Vol: 0 0 0 42 0 0 0 0 0 0 0 22 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 172 5 77 209 0 0 0 0 4 0 47 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 181 5 81 220 0 0 0 0 4 0 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 181 5 81 220 0 0 0 0 4 0 49 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 186 xxxx xxxxx xxxx xxxx xxxxx 566 xxxx 184 Potent Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 489 xxxx 864 Move Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 466 xxxx 864 - ----I- -II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 810 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.8 xxxxx Shared LOS: * * * A * * * * * * A ApproachDel: xxxxxx xxxxxx xxxxxx 9.8 ApproachLOS: * * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27- 2000 11:07:44 Page 11-1 ------------------------------------- ------------------------------------------ -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.354 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 14.7 Optimal Cycle: 13 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------- ----- ------- ' -If---------- II-------- 11--------------- Control: Permitted Permitted Permitted Permitted Rights: Include include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1. 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------ -------- ----------II---------------II--------- Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 User Adj : 1.00 1.00 1.0.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 115 173 67 163 234 39 88 380 259 120 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 173 67 163 234 39 88 380 259 120 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 173 67 163 234 39 88 380 259 120 264 102 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.45 1.00 0.85 0.56 0.98 0.98 0.52 1.00 0.85 0.43 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 859 1900 1615 1066 1594 266 992 1900 1615 825 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.09 0.04 0.15 0.15 0.15 0.09 0.20 0.16 0.15 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.41 0.41 0.41 0.41 0.41 0.41 0.57 0.57 0.57 0.57 0.57 0.57 Volume/Cap: 0.32 0. 1 0.10 0.37 0.35 0.35 0.16 0.35 0.28 0.26 0.25 0.11 Uniform Del: 19.8 16.^ 17.9 20.2 20.1 20.1 10.4 11.8 11.3 11.1 11.0 10.1 IncremntDel: 0.5 0.1 0.5 0.3 0.3 0.1 0.2 0.2 0.3 0.1 0.1 Delay Adj: 1.00 : . :.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 20.3 :",4 20.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 User DelAdj : 1.00! : . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.320.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 DesignQueue: 4 5 8 1 2 10 6 3 7 2 ***************.... ..•... ... .....w********************************************** Traffix 7.1.0607 • • :,cwling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 12-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.363 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 15.0 Optimal Cycle: 14 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 Added Vol: 9 8 5 0 16 0 0 0 16 10 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 172 69 155 238 37 84 361 262 124 251 97 User Adj : 1.00 1.00 1-.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 124 181 73 163 251 39 88 380 276 131 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 124 181 73 163 251 39 88 380 276 131 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 124 181 73 163 251 39 88 380 276 131 264 102 ------------ ---------------II---------------II---------------II--------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.44 1.00 0.85 0.56 0.98 0.98 0.52 1.00 0.85 0.43 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.87 0.13 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 840 1900 1615 1058 1612 250 984 1900 1615 813 1900 1615 ------------I---------------II---------------II---------------II--------------- Capacity Analysis Mod.::e: Vol/Sat: 0.15 0. :: 0.05 0.15 0.16 0.16 0.09 0.20 0.17 0.16 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.43 C . 4 • :.43 0.43 0.43 0.43 0.55 0.55 0.55 0.55 0.55 0.55 Volume/Cap: 0.34 .:1 0.36 0.36 0.36 0.16 0.36 0.31 0.29 0.25 0.11 Uniform Del: 19.1 :". 19.3 19.3 19.3 11.1 12.6 12.2 12.0 11.7 10.8 IncremntDel: 0.t 0.5 0.3 0.3 0.1 0.2 0.2 0.4 0.1 0.1 Delay Adj : 1.00 : . : .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 19.7 ' 9.8 19. 6 19.6 11.2 12.8 12.4 12.4 11.8 10.8 User DelAdj : 1.00 : . . .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 19.- .�•.8 19. 6 19.6 11.2 12.8 12.4 12.4 11.8 10.8 DesignQueue: 4 5 8 1 2 10 7 3 7 3 .... . . . . . . . . . . . . .. ... Traffix 7.1.0607 . _ :ling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 13-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II--------------- Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 - -----------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue-Jun 27, 2000 11:07:44 Page-14-1 ti --------------------------- - -------------------------------- ----- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW (ENTRANCE TO CONDOS] ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 22 0 0 0 0 0 0 0 42 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 22 0 0 0 0 0 0 0 42 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 23 0 0 0 0 0 0 0 44 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 23 0 0 0 0 0 0 0 44 0 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 15-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.167 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------ ---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 76 0 0 123 90 100 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 G 0 Reduced Vol: 2 76 0 0 123 90 100 0 0 C 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ .00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i . ;: : .00 1.00 Final Vol. : 2 76 0 0 123 90 100 0 0 0 0 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 20 769 0 0 738 862 733 0 0 0 0 0 ------------ -------- 11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.10 0.14 xxxx xxxx xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * * A A A ApproachDel: 7.9 7.9 8.4 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 7.9 7.9 8.4 xxxxxx LOS by Appr: A A A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:44 Page 16-1 --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.167 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 76 0 0 123 90 100 0 0 C 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 : . ..00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 :. 1.00 PHF Volume: 2 76 0 0 123 90 100 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 _ 0 Reduced Vol: 2 76 0 0 123 90 100 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 : .00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '_ .00 1.00 Final Vol. : 2 76 0 0 123 90 100 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 20 769 0 0 738 862 733 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.10 0.14 xxxx xxxx xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * A A A ApproachDel: 7.9 7.9 8.4 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 7.9 7.9 8.4 xxxxxx LOS by Appr: A A A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM FULL BUILDOUT 2002 AM Tue Jun 27, 2000 11:06:37 Page 1-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2002 AM Command: Default Command Volume: am 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 2-1 -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Spring Meado 3.00 Single Family 17.00 51.00 51 153 204 80.0 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 153 204 80.0 3 Spring Meado 1.00 Residential 9.00 42.00 9 42 51 20.0 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 42 51 20.0 -------------------------------------------------------------------------------- TOTAL . ... ... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 195 255 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 3-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 9 10 Zone - ..__ --- ----- ----- 2 37.0 35.0 22.0 3.0 3.0 3 39.0 37.0 24.0 0.0 0.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- - Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 18 0 56 166 50 0 0 65 45 400 Added 0 0 0 5 0 5 2 0 0 0 0 2 14 Total 0 0 0 23 0 61 168 50 0 0 65 47 414 #2 3RD AND GRAF Base 0 392 3 0 217 0 0 0 0 3 0 9 624 Added 0 0 3 57 0 0 0 0 0 9 0 186 255 Total 0 392 6 57 217 0 0 0 0 12 0 195 879 #3 3RD AND KAGY Base 311 308 90 75 125 56 67 147 59 105 435 145 1923 Added 73 69 44 0 21 0 0 0 22 13 0 0 242 Total 384 377 134 75 146 56 67 147 81 118 435 145 2165 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 195 0 0 0 0 0 0 0 60 0 0 0 255 Total 195 0 0 0 0 0 0 0 60 0 0 0 255 #7 Base 5 164 0 0 55 165 231 0 3 0 0 0 623 Added 0 0 0 0 0 9 3 0 0 0 0 0 12 Total 5 164 0 0 55 174 234 0 3 0 0 0 635 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 5-1 ----------------------------------------------------------------------------- ------------- ---- ------------------------------------------------------------ , Link Volume Report i AM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 74 211 285 216 121 337 110 68 178 800 Added 0 0 0 10 4 14 2 5 7 2 5 7 28 Total 0 0 0 84 215 299 218 126 344 112 73 185 828 #2 3RD AND GRAF Base 395 220 615 217 401 618 0 0 0 12 3 15 1248 Added 3 9 12 57 186 243 0 0 0 195 60 255 510 Total 398 229 627 274 587 861 0 0 0 207 63 270 1758 #3 3RD AND KAGY Base 709 289 998 256 520 776 273 802 1075 685 312 997 3846 Added 186 56 242 21 69 90 22 73 95 13 44 57 484 Total 895 345 1240 277 589 866 295 875 1170 698 356 1054 4330 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 195 60 255 0 0 0 60 195 255 0 0 0 510 Total 195 60 255 0 0 0 60 195 255 0 0 0 510 #7 Base 169 58 227 220 395 615 234 170 404 0 0 0 1246 Added 0 0 0 9 3 12 3 9 12 0 0 0 24 Total 169 58 227 229 398 627 237 179 416 0 0 0 1270 Traffix 7.1.0607 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 6-1 -------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 3RD AND GOLDSTEIN B 10.1 0.000 B 10.4 0.000 + 0.000 V/C # 2 3RD AND GRAF B 11.4 0.000 B 14.1 0.000 + 0.000 V/C # 3 3RD AND KAGY B 16.4 0.549 B 17.1 0.626 + 0.710 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 9.3 0.336 A 9.4 0.342 + 0.006 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 10.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 19 0 59 175 53 0 0 68 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 19 0 59 175 53 0 0 68 47 ------------I---------------.II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 494 xxxx 92 116 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 538 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 484 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 780 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.1 xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 10.1 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 8-1 -------------------------------------------------------------------------------- ------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN Average Delay (sec/veh) : 10.4 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ --------------- --------------- --------------- ---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 Added Vol: 0 0 0 5 0 5 2 0 0 0 0 2 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 23 0 61 168 50 0 0 65 47 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 24 0 64 177 53 0 0 68 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 24 0 64 177 53 0 0 68 49 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- ---------------11--------------- ---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 499 xxxx 93 118 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 534 xxxx 969 1483 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 480 xxxx 969 1483 xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- ---------------11---------------II----------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * p Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 758 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.4 xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 10.4 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 9-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.4 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0 0 0 0 3 0 9 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 413 3 0 228 0 0 0 0 3 0 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 413 3 0 228 0 0 0 0 3 0 9 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3._ xxxx 3.3 ------------I---------------11- -----------II---------------II I --------------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 643 xxxx 414 Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 577 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 10-1 ---------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 14.1 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------ --------- ---- ---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj : 1.00 1.00 1400 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0. 0 0 0 3 0 9 Added Vol: 0 0 3 57 0 0 0 0 0 9 0 186 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 392 6 57 217 0 0 0 0 12 0 195 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 413 6 60 228 0 0 0 0 13 0 205 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 413 6 60 228 0 0 0 0 13 0 205 Critical Gap Module: ` Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 419 xxxx xxxxx xxxx xxxx xxxxx 764 xxxx 416 Potent Cap. : xxxx xxxx xxxxx 1151 xxxx xxxxx xxxx xxxx xxxxx 375 xxxx 641 Move Cap. : xxxx xxxx xxxxx 1151 xxxx xxxxx xxxx xxxx xxxxx 359 xxxx 641 ............ I---------------11---------------11---------------11--------------- I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 613 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.1 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 14.1 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.549 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 16.4 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------11---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 327 324 95 79 132 59 71 155 62 111 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 324 95 79 132 59 71 155 62 111 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 327 324 95 79 132 59 71 155 62 111 458 153 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.58 1.00 0.85 0.47 0.95 0.95 0.29 1.00 0.85 0.59 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.69 0.31 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1100 1900 1615 885 1253 560 553 1900 1615 1119 1900 1615 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.30 0.17 0.06 0.09 0.11 0.11 0.13 0.08 0.04 0.10 0.24 0.09 Crit Moves: **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.44 0.44 0.44 0.44 0.44 0.44 Volume/Cap: 0.55 0.32 0.11 0.16 0.19 0.19 0.29 0.19 0.09 0.23 0.55 0.22 Uniform Del: 15.0 12.7 11.2 11.6 11.8 11.8 18.1 17.1 16.4 17.5 20.7 17.4 IncremntDel: 1.1 0.2 0.1 0.2 0.1 0.1 0.7 0.1 0.1 0.2 0.8 0.2 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 16.1 12.9 11.2 11.7 11.9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 16.1 12.9 11.2 11.7 11.9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 DesignQueue: 9 9 2 2 3 2 2 5 2 4 15 5 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 12-1 ------------------------ Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.626 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 17.1 Optimal Cycle: 23 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------------- Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 Added Vol: 73 69 44 0 21 0 0 0 22 13 0 0 PasserByVol:, 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 384 377 134 75 146 56 67 147 81 118 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0. 95 PHF Volume: 404 397 141 79 154 59 71 155 85 124 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 404 397 141 79 154 59 71 155 85 124 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 404 397 141 79 154 59 71 155 85 124 458 153 ------------ ---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.57 1.00 0.85 0.44 0.96 0.96 0.24 1.00 0.85 0.57 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.72 0.28 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1085 1900 1615 827 1316 504 454 1900 1615 1085 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.37 0.21 0.09 0.10 0.12 0.12 0.16 0.08 0.05 0.11 0.24 0.09 Crit Moves: ***. **** Green/Cycle: 0.59 C 0.59 0.59 0.59 0.59 0.39 0.39 0.39 0.39 0.39 0.39 Volume/Cap: 0.63 C , " C.15 0.16 0.20 0.20 0.41 0.21 0.14 0.30 0.63 0.25 Uniform Del: 13.1 : .4 9.0 9.1 9.3 9.3 22.4 20.6 20.0 21.3 24.9 20.9 IncremntDel: 1.4 0.2 0.1 0.1 1.5 0.1 0.1 0.4 1.7 0.2 Delay Adj : 1.0.1 :. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 15.0 . : 9.2 9.4 9.4 23.9 20.7 20.1 21.7 26.6 21.1 User DelAdj : 1.01, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15. . : 9.2 9.4 9.4 23.9 20.7 20.1 21.7 26.6 21.1 DesignQueue: 2 4 1 2 5 3 4 17 5 ... . . . . . . . .. . ...... Traffix 7.1.060" :'owling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection 04 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I-------------- II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 14-1 ------------------------------------------------------------------------ Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L ------------ ---------------II------------- Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II--------------- Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 195 0 0 0 0 0 0 0 60 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 195 0 0 0 0 0 0 0 60 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0. 95 PHF Volume: 205 0 0 0 0 0 0 0 63 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 205 0 0 0 0 0 0 0 63 0 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ ---------------II------------ - Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II--------------- Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 15-1 ----------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.336 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 9.3 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------11---------------1 Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 164 0 0 55 165 231 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 164 0 0 55 165 231 0 3 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 164 0 0 55 165 231 0 3 0 0 0 ------------1---------------II---------------II---------------II---------------1 Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0.99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 21 693 0 0 662 760 688 0 9 0 0 0 ------------I---------------II---------------11---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.24 0.24 xxxx xxxx 0.08 0.22 0.34 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * B ApproachDel: 9.3 8.4 10.3 xxxxxx Delay Adj: 1.00 1.00 1.00 xxxxx ApprAdjDel: 9.3 8.4 10.3 xxxxxx LOS by Appr: A A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:37 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.342 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 9.4 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 Added Vol: 0 0 0 0 0 9 3 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 164 0 0 55 174 234 0 3 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.C" :.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' .00 PHF Volume: 5 164 0 0 55 174 234 0 3 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 : i 0 Reduced Vol: 5 164 0 0 55 174 234 0 3 ; 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 :. : ."u 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-.00 _.00 1.00 Final Vol. : 5 164 0 0 55 174 234 0 3 0 0 0 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0. 99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 21 690 0 0 661 758 684 0 9 0 0 0 ------------1---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.24 0.24 xxxx xxxx 0.08 0.23 0.34 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.3 9.3 0.0 0.0 8.4 8.5 10.3 0.0 10.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 0.0 0.0 8.4 8.5 10.3 0.0 10.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * B ApproachDel: 9.3 8.5 10.3 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 9.3 8.5 10.3 xxxxxx LOS by Appr: A A B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM FULL BUILDOUT 2002 PM Tue Jun 27, 2000 11:07:06 Page 1-1 -------------------------------------------------------------------------------- Scenario Report Scenario: 2002 PM Command: Default Command Volume: pm 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:06 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Spring Meado 3.00 Single Family 57.00 32.00 171 96 267 80.7 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . ... . . . . . . . . 171 96 267 80.7 3 Spring Meado 1.00 Residential 42.00 22.00 42 22 64 19.3 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . ... . . . . . . . . 42 22 64 19.3 -------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 213 118 331 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:06 Page 3-1 -------------------------------------------------------------------------------- --------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 9 10 Zone ----- ----- ----- ----- 2 37.0 35.0 22.0 3.0 3.0 3 39.0 37.0 24.0 0.0 0.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:06 Page 4-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 37 0 107 67 63 0 0 60 37 371 Added 0 0 0 3 0 3 5 0 0 0 0 5 16 Total 0 0 0 40 0 110 72 63 0 0 60 42 387 #2 3RD AND GRAF Base 0 172 5 35 209 0 0 0 0 4 0 25 450 Added 0 0 10 203 0 0 0 0 0 6 0 112 331 Total 0 172 15 238 209 0 0 0 0 10 0 137 781 #3 3RD AND KAGY Base 109 164 64 155 222 37 84 361 246 114 251 97 1904 Added 44 42 26 0 75 0 0 0 80 48 0 0 315 Total 153 206 90 155 297 37 84 361 326 162 251 97 2219 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 118 0 0 0 0 0 0 0 213 0 0 0 331 Total 118 0 0 0 0 0 0 0 213 0 0 0 331 #7 Base 2 76 0 0 123 90 100 0 0 0 0 0 391 Added 0 0 0 0 0 6 10 0 0 0 0 0 16 Total 2 76 0 0 123 96 110 0 0 0 0 0 407 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:06 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Link Volume Report PM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 144 104 248 130 167 297 97 100 197 742 �^ Added 0 0 0 6 10 16 5 3 8 5 3 8 32 Total 0 0 0 150 114 264 135 170 305 102 103 205 774 #2 3RD AND GRAF Base 177 213 390 244 197 441 0 0 0 29 40 69 900 Added 10 6 16 203 112 315 0 0 0 118 213 331 662 Total 187 219 406 447 309 756 0 0 0 147 253 400 1562 #3 3RD AND KAGY Base 337 582 919 414 345 759 691 397 1088 462 580 1042 3808 Added 112 203 315 75 42 117 80 44 124 48 26 74 630 Total 449 785 1234 489 387 876 771 441 1212 510 606 1116 4438 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 118 213 331 0 0 0 213 118 331 0 0 0 662 Total 118 213 331 0 0 0 213 118 331 0 0 0 662 #7 i Base 78 123 201 213 176 389 100 92 192 0 0 0 782 Added 0 0 0 6 10 16 10 6 16 0 0 0 32 Total 78 123 201 219 186 405 110 98 208 0 0 0 814 i Traffix 7.1.0607 !c Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 3RD AND GOLDSTEIN A 9.9 0.000 B 10.1 0.000 + 0.000 V/C # 2 3RD AND GRAF A 9.7 0.000 B 11.1 0.000 + 0.000 V/C # 3 3RD AND KAGY B 14.7 0.354 B 15.9 0.437 + 1.129 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 8.1 0.167 A 8.1 0.168 + 0.001 V/C i T Traffix 7.1.0607 lc; :5�-5 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 7-1 --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 9.9 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 ' 0.95 0.95 0.95 PHF Volume: 0 0 0 39 0 113 71 66 0 0 63 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 39 0 113 71 66 0 0 63 39 ------------I---------------II---------------II----=----------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 290 xxxx 83 102'exxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 705 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 679 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A //Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - 4T Shared Cap.: xxxx xxxx xxxxx xxxx 881 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 9.9 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A ApproachDel: xxxxxx 9.9 xxxxxx xxxxxx ApproachLOS• * A 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 7 2002 PM Tue Jun 27, 2000 11:07:07 Page 8-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 10.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj : 1.00 1,.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.OU 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 Added Vol: 0 0 0 3 0 3 5 0 0 0 0 5 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 40 0 110 72 63 0 0 60 42 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95- 0.95 0.95 0.95 PHF Volume: 0 0 0 42 0 116 76 66 0 0 ' 63 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 42 0 116 76 66 0 0 63 44 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II--------------- ----------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 303 xxxx 85 107 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 693 xxxx 979 1496 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 665 xxxx 979 1496 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: /Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 870 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.1 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 10.1 xxxxxx xxxxxx ApproachLOS: * B b Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO d 2002 PM Tue Jun 27, 2000 11:07:07 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 9.7 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II----7----------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 181 5 37 220 0 0 0 0 4 0 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 181 5 37 220 0 0 0 0 4 0 26 ------------I---------------II---------------II---------------II--------------- I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx e.; xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx : . . XXXX 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 186 xxxx xxxxx xxiex xxxx xxxxx 4--' xxxx. 184 Potent Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 55C xxxx 864 Move Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 53G xxxx 864 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR RT LT - LTR RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxxx xxxx 798 �Xxxx Shrd StpDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.7 xxxxx Shared LOS: * * * A * * * * * * A ApproachDel: xxxxxx xxxxxx xxxxxx 9.7 ApproachLOS: * * * A 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 1 2002 PM Tue Jun 27, 2000 11:07:07 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 Added Vol: 0 0 10 203 0 0 0 0 0 6 0 112 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 172 15 238 209 0 0 0 0 10 0 137 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0. 95 PHF Volume: 0 181 16 251 220 0 0 0 0 11 144 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 181 16 251 220 0 0 0 0 .: 144 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx c. -; xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3._ ": x 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 197 xxxx xxxxx xxxx xxxx xxxxx 910 xxxx 189 Potent Cap. : xxxx xxxx xxxxx 1388 xxxx xxxxx xxxx xxxx xxxxx 307 xxxx 858 Move Cap. : xxxx xxxx xxxxx 1388 xxxx xxxxx xxxx xxxx xxxxx 258 xxxx 858 ------------I---------------II---------------II---------------II---------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 741 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.1 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.1 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.354 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 14.7 Optimal Cycle: 13 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 115 173 67 163 234 39 88 380 259 120 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 173 67 163 234 39 88 380 259 120 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 173 67 163 234 39 88 380 259 120 264 102 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.45 1.00 0.85 0.56 0.98 0. 98 0.52 1.00 0.85 0.43 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 859 1900 1615 1066 1594 266 992 1900 1615 825 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.09 0.04 0.15 0.15 0.15 0.09 0.20 0.16 0.15 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.41 0.41 0.41 0.41 0.41 0.41 0.57 0.57 0.57 0.57 0.57 0.57 Volume/Cap: 0.32 0.22 0.10 0.37 0.35 0.35 0.16 0.35 0.28 0.26 0.25 0.11 Uniform Del: 19.8 18.8 17.9 20.2 20.1 20.1 10.4 11.8 11.3 11.1 11.0 10.1 IncremntDel: 0.5 0.1 0.1 0.5 0.3 0.3 0.1 0.2 0.2 0.3 0.1 0.1 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 20.3 19.0 17.9 20.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 20.3 19.0 17.9 20.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 DesignQueue: 4 6 2 5 8 1 2 10 6 3 7 2 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 12-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report ;p 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.437 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 15.9 • Optimal Cycle: 15 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 Added Vol: 44 42 26 0 75 0 0 0 80 48 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 153 206 90 155 297 37 84 361 326 162 251 97 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 161 217 95 163 313 39 88 380 343 171 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 161 217 95 163 313 39 88 380 343 171 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 161 217 95 163 313 39 88 380 343 171 264 102 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.41 1.00 0.85 0.53 0.98 0.98 0.50 1.00 0.85 0.41 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.89 0.11 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 779 1900 1615 1015 1661 207 956 1900 1615 771 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.21 0.11 0.06 0.16 0.19 0.19 0.09 0.20 0.21 0.22 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.47 0.47 0.47 0.47 0.47 0.47 0.51 0.51 0.51 0.51 0.51 0.51 Volume/Cap: 0.44 0.24 0.12 0.34 0.40 0.40 0.18 0.39 0.42 0.44 0.27 0.12 Uniform Del: 17.5 15.7 14.8 16.6 17.1 17.1 13.4 15.2 15.4 15.6 14.1 13.0 IncremntDel: 0.8 0.1 0.1 0.4 0.3 0.3 0.2 0.3 0.3 0.8 0.2 0.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 18.3 15.8 14.8 17.0 17.4 17.4 13.6 15.4 15.8 16.4 14.3 13.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.3 15.8 14.8 17.0 17.4 17.4 13.6 15.4 15.8 16.4 14.3 13.0 DesignQueue: 5 7 3 5 10 1 2 11 10 5 8 3 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 13-1 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I----------------II--------------- Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I----------------II--------------- Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------I---------------II--------------- Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------I---------------II--------------- Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 14-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 118 0 0 0 0 0 0 0 213 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 118 0 0 0 0 0 0 0 213 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 124 0 0 0 0 0 0 0 224 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 124 0 0 0 0 0 0 0 224 0 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 15-1 --------- ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.167 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------11---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4,45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 76 0 0 123 90 100 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 76 0 0 123 90 100 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 2 76 0 0 123 90 100 0 0 0 0 0 ------------I---------------II---------------II---------------11---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 20 769 0 0 738 862 733 0 0 0 0 0 ------------I---------------II--------------- --------------- Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.10 0.14 xxxx xxxx xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * * A A A ApproachDel: 7.9 7.9 8.4 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 7.9 7.9 8.4 xxxxxx LOS by Appr: A A A ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 11:07:07 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report •�, 1997 HCM 4-Way Stop Method (Future Volume Alternative) Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.168 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------11---------------II---------------1 Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 Added Vol: 0 0 0 0 0 6 10 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 76 0 0 123 96 110 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 76 0 0 123 96 110 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 76 0 0 123 96 110 0 0 0 0 0 PCE Adj : 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 2 76 0 0 123 96 110 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------1 Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 20 763 0 0 733 855 731 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.11 0.15 xxxx xxxx xxxx xxxx xxxx Crit Moves: *"• **** **** Delay/Veh: 8.0 8.0 0.0 0.0 8.5 7.3 8.5 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 8.0 9.11 0.0 0.0 8.5 7.3 8.5 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * A A A ApproachDel: F.0 8.0 8.5 xxxxxx Delay Adj : 1.00 1.00 xxxxx ApprAdjDel: E.. 8.0 8.5 xxxxxx LOS by Appr: A A ***************.... ................********************************************* Traffix 7.1.0607 ,; :`owling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM FULL BUILDOUT AND CEDAR SPRINGS 2002 AM Tue Jun 27, 2000 11:06:03 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2002 AM Command: Default Command Volume: am 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:03 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total 2 Spring Meado 3.00 Single Family 17.00 51.00 51 153 204 56.4 Zone 2 Subtotal . . . . . . . . . . . . . . . . . .. . . . . . . .. . . 51 153 204 56.4 3 Spring Meado 1.00 Residential 9.00 42.00 9 42 51 14.1 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 42 51 14.1 4 Sundance Spr 1.00 Single Family 27.00 80.00 27 80 107 29.6 Zone 4 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 80 107 29.6 -------------------------------------------------------------------------------- TOTAL . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 275 362 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:03 --Page 3-1 -------------------------------------------------------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 9 10 Zone ----- ----- ----- ----- ----- 2 37.0 35.0 22.0 3.0 3.0 3 39.0 37.0 24.0 0.0 0.0 4 37.0 35.0 22.0 3.0 3.0 I 'Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:03 Page 4-1 -------------------------------------------------------- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 18 0 56 166 50 0 0 65 45 400 Added 0 0 0 25 0 5 2 1 0 0 2 62 97 Total 0 0 0 43 0 61 168 51 0 0 67 107 497 #2 3RD AND GRAF Base 0 392 3 0 217 0 0 0 0 3 0 9 624 Added 0 60 3 62 20 0 0 0 0 9 0 201 355 Total 0 452 6 62 237 0 0 0 0 12 0 210 979 #3 3RD AND KAGY Base 311 308 90 75 125 56 67 147 59 105 435 145 1923 Added 103 97 61 0 31 0 0 0 32 19 0 0 343 Total 414 405 151 75 156 56 67 147 91 124 435 145 2266 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 210 0 0 0 0 0 0 0 65 0 0 0 275 Total 210 0 0 0 0 0 0 0 65 0 0 0 275 #7 Base 5 164 0 0 55 165 231 0 3 0 0 0 623 Added 0 0 0 0 0 29 63 0 0 0 0 0 92 Total 5 164 0 0 55 194 294 0 3 0 0 0 715 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:03 Page 5-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Link Volume Report AM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 74 211 285 216 121 337 110 68 178 800 Added 0 0 0 30 64 94 3 7 10 64 26 90 194 Total 0 0 0 104 275 379 219 128 347 174 94 268 994 #2 3RD AND GRAF Base 395 220 615 217 401 618 0 0 0 12 3 15 1248 Added 63 29 92 82 261 343 0 0 0 210 65 275 710 Total 458 249 707 299 662 961 0 0 0 222 68 290 1958 #3 3RD AND KAGY Base 709 289 998 256 520 776 273 802 1075 685 312 997 3846 Added 261 82 343 31 97 128 32 103 135 19 61 80 686 Total 970 371 1341 287 617 904 305 905 1210 704 373 1077 4532 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 210 65 275 0 0 0 65 210 275 0 0 0 550 Total 210 65 275 0 0 0 65 210 275 0 0 0 550 #7 Base 169 58 227 220 395 615 234 170 404 0 0 0 1246 Added 0 0 0 29 63 92 63 29 92 0 0 0 184 Total 169 58 227 249 458 707 297 199 496 0 0 0 1430 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 6-1 -------------------------------------------------------------------------------- l Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C (r'1 # 1 3RD AND GOLDSTEIN B 10.1 0.000 B 11.7 0.000 + 0.000 V/C # 2 3RD AND GRAF B 11.4 0.000 C 15.8 0.000 + 0.000 V/C i. # 3 3RD AND KAGY B 16.4 0.549 B 17.5 0.659 + 1.063 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 9.3 0.336 B 10.2 0.432 + 0.096 V/C Traffix 7.1.0607 Ic: :9"5 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 10.1 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 19 0 59 175 53 0 0 68 47 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 19 0 59 175 53 0 0 68 47 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx I II---------------11---------------II---------------I ------------ --------------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 494 xxxx 92 116 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 538 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 484 xxxx 971 1486 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 780 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 10.1 xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 10.1 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 11.7 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 0 0 18 0 56 166 50 0 0 65 45 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 18 0 56 166 50 0 0 65 45 Added Vol: 0 0 0 25 0 5 2 1 0 0 2 62 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 43 0 61 168 51 0 0 67 107 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 45 0 64 177 54 0 0 71 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 45 0 64 177 54 0 0 71 113 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 534 xxxx 127 183 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 510 xxxx 929 1404 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 455 xxxx 929 1404 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 650 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 11.7 xxxxx 7.9 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 11.7 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 9-1 -------------------------------------------------------------------------------- ------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.4 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------ 1---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0 0 0 0 3 0 9 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 413 3 0 228 0 0 0 0 3 0 9 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 413 3 0 228 0 0 0 0 3 0 9 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 -----------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 643 xxxx 414 Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 642 ------------I---------------11-------------41---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 577 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 15.8 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------11---------------11---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 0 392 3 0 217 0 0 0 0 3 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 392 3 0 217 0 0 0 0 3 0 9 Added Vol: 0 60 3 62 20 0 0 0 0 9 0 201 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 452 6 62 237 0 0 0 0 12 0 210 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0. 95 0.95 0..95 0. 95 PHF Volume: 0 476 6 65 249 0 0 0 0 1' 221 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 476 6 65 249 0 0 0 0 221 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx = . ` ..x::x 3.3 ------------I---------------II---------------II--------------- II-----1---------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 482 xxxx xxxxx xxxx xxxx xxxxx 859 xxxx 479 Potent Cap. : xxxx xxxx xxxxx 1091 xxxx xxxxx xxxx xxxx xxxxx 329 xxxx 591 Move Cap. : xxxx xxxx xxxxx 1091 xxxx xxxxx xxxx xxxx xxxxx 314 xxxx 591 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 564 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 15.8 xxxxx Shared LOS: * * * A * * * * * * C ApproachDel: xxxxxx xxxxxx xxxxxx 15.8 ApproachLOS: * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 11-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.549 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 16.4 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------ ---------- Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 327 324 95 79 132 59 71 155 62 111 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 327 324 95 79 132 59 71 155 62 111 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 327 324 95 79 132 59 71 155 62 111 458 153 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.58 1.00 0.85 0.47 0.95 0. 95 0.29 1.00 0.85 0.59 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.69 0.31 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1100 1900 1615 885 1253 560 553 1900 1615 1119 1900 1615 ------------I---------------II---------------II---------------II---------------i Capacity Analysis Module: Vol/Sat: 0.30 0.17 0.06 0.09 0.11 0.11 0.13 0.08 0.04 0.10 0.24 0.09 Crit Moves: **** **** Green/Cycle: 0.54 0.54 0.54 0.54 0.54 0.54 0.44 0.44 0.44 0.44 0.44 0.44 Volume/Cap: 0.55 0.32 0.11 0.16 0.19 0.19 0.29 0.19 0.09 0.23 0.55 0.22 Uniform Del: 15.0 12.7 11.2 11.6 11.8 11.8 18.1 17.1 16.4 17.5 20.7 17.4 IncremntDel: 1.1 0.2 0.1 0.2 0.1 0.1 0.7 0.1 0.1 0.2 0.8 0.2 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 16.1 12. 9 11.2 11.7 11.9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 16.1 12.9 11.2 11.7 11.9 11.9 18.7 17.3 16.4 17.7 21.5 17.5 DesignQueue: 9 9 2 2 3 2 2 5 2 4 15 5 ♦awaaawwt+wii+kM#*ir.Rwa'i�awwaa�aakwwwwk#:awwwwwaa*aaawwwwirk*+ka*aa}at*#awiaawwwwwwi Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 12-1 -------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) Intersection #3 3RD AND KAGY Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.659 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 17.5 Optimal Cycle: 25 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 311 308 90 75 125 56 67 147 59 105 435 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 311 308 90 75 125 56 67 147 59 105 435 145 Added Vol: 103 97 61 0 31 0 0 0 32 19 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 414 405 151 75 156 56 67 147 91 124 435 145 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 436 426 159 79 164 59 71 155 96 131 458 153 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 436 426 159 79 164 59 71 155 96 131 458 153 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 436 426 159 79 164 59 71 155 96 131 458 153 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.57 1.00 0.85 0.42 0.96 0.96 0.22 1.00 0.85 0.56 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.74 0.26 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1077 1900 1615 800 1341 483 410 1900 1615 1072 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.40 0.22 0.10 0.10 0.12 0.12 0.17 0.08 0.06 0.12 0.24 0.09 Crit Moves: **** *#** Green/Cycle: 0. 61 0.61 0.61 0.61 0.61 0.61 0.37 0.37 0.37 0.37 0.37 0.37 Volume/Cap: 0.66 0.37 0.16 0.16 0.20 0.20 0.47 0.22 0.16 0.33 0.66 0.26 Uniform Del: 12.5 9.6 8.3 8.3 8.5 8.5 24.3 21.9 21.4 22.9 26.5 22.2 IncremntDel: 2.5 0.2 0.1 0.2 0.1 0.1 2.3 0.2 0.1 0.5 2.3 0.2 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 15.0 9.8 8.3 8.4 8.6 8.6 26.7 22.1 21.5 23.4 28.8 22.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 15.0 9.8 8.3 8.4 8.6 8.6 26.7 22.1 21.5 23.4 28.8 22.4 DesignQueue: 10 10 3 2 4 1 3 6 3 5 17 6 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 13-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 - -----------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 .0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 14-1 --------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II--------------- Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 210 0 0 0 0 0 0 0 65 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 210 0 0 0 0 0 0 0 65 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 221 0 0 0 0 0 0 0 68 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 221 0 0 0 0 0 0 0 68 0 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ , Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27, 2000 11:06:04 Page 15-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ***************************************************************#**************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.336 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 9.3 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 - ----------- ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 164 0 0 55 165 231 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 164 0 0 55 165 231 0 3 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 164 0 0 55 165 231 0 3 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0.99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 21 693 0 0 662 760 688 0 9 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.24 0.24 xxxx xxxx 0.08 0.22 0.34 xxxx 0.34 xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.3 9.3 0.0 0.0 8.4 8.4 10.3 0.0 10.3 0.0 0.0 0.0 LOS by Move: A A * * A A B * B ApproachDel: 9.3 8.4 10.3 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 9.3 8.4 10.3 xxxxxx LOS by Appr: A A B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 AM Tue Jun 27 2000 11:06:04 Page 16-1 --------------------------------------------------------------------------- -- ---------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.432 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.2 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II------------ Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 0 0 1! 0 0 0 0 0 0 0 - -----------I---------------II------------ Volume Module: >> Count Date: 11 Apr 2000 << 7:30 to 8:30 AM Base Vol: 5 164 0 0 55 165 231 0 3 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 164 0 0 55 165 231 0 3 0 0 0 Added Vol: 0 0 0 0 0 29 63 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 5 164 0 0 55 194 294 0 3 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 5 164 0 0 55 194 294 0 3 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 5 164 0 0 55 194 294 0 3 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 5 164 0 0 55 194 294 0 3 0 0 0 ------------I---------------II---------------II--------------- Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 0.99 0.00 0.01 0.00 0.00 0.00 Final Sat. : 20 656 0 0 635 726 680 0 7 0 0 0 ------------I---------------11---------------II Capacity Analysis Module: Vol/Sat: 0.25 0.2- xxxx xxxx 0.09 0.27 0.43 xxxx 0.43 xxxx xxxx xxxx Crit Moves: **** **** Delay/Veh: 9.6 0.0 0.0 8.6 9.1 11.6 0.0 11.6 0.0 0.0 0.0 Delay Adj : 1.00 -00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.E 0.0 8.6 9.1 11.6 0.0 11.6 0.0 0.0 0.0 LOS by Move: A r+ ` A A B * B * a ApproachDel: 9.0 11.6 xxxxxx Delay Adj : 1.00 1.00 xxxxx ApprAdjDel: 9.0 11.6 xxxxxx LOS by Appr: A B . .. .. . . . . . ... ......********************************************* Traffix 7.1.0607 ; . ;ing Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM FULL BUILDOUT AND CEDAR SPRINGS 2002 PM Tue Jun 27, 2000 10:57:31 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2002 PM Command: Default Command Volume: pm 2002 Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:31 Page 2-1 -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 2 Spring Meado 3.00 Single Family 57.00 32.00 171 96 267 56.6 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171 96 267 56.6 3 Spring Meado 1.00 Residential 42.00 22.00 42 22 64 13.6 Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 22 64 13.6 4 Sundance Spr 1.00 Single Family 90.00 51.00 90 51 141 29.9 Zone 4 Subtotal . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 90 51 141 29.9 ------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . 303 169 472 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:31 Page 3-1 ------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips am 2002 To Gates 6 7 8 9 10 Zone ----- ----- ----- ----- ----- 2 37.0 35.0 22.0 3.0 3.0 3 39.0 37.0 24.0 0.0 0.0 4 37.0 35.0 22.0 3.0 3.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:31 Page 4-1 -------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #1 3RD AND GOLDSTEIN Base 0 0 0 37 0 107 67 63 0 0 60 37 371 Added 0 0 0 71 0 3 5 3 0 0 2 43 127 Total 0 0 0 108 0 110 72 66 0 0 62 80 498 #2 3RD AND GRAF Base 0 172 5 35 209 0 0 0 0 4 0 25 450 Added 0 38 10 220 68 0 0 0 0 6 0 122 464 Total 0 210 15 255 277 0 0 0 0 10 0 147 914 #3 3RD AND KAGY Base 109 164 64 155 222 37 84 361 246 114 251 97 1904 Added 63 60 38 0 107 0 0 0 113 67 0 0 448 Total 172 224 102 155 329 37 84 361 359 181 251 97 2352 #4 GRAF/ ENTRANCE TO SPRING MEADOW (ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 128 0 0 0 0 0 0 0 230 0 0 Z' 358 Total 128 0 0 0 0 0 0 0 230 0 0 358 #7 Base 2 76 0 0 123 90 100 0 0 0 . 391 Added 0 0 0 0 0 73 49 0 0 0 0 122 Total 2 76 0 0 123 163 149 0 0 0 0 513 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:31 Page 5-1 -------------------------------------------------------------------------------- Link Volume Report PM Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 3RD AND GOLDSTEIN Base 0 0 0 144 104 248 130 167 297 97 100 197 742 Added 0 0 0 74 48 122 8 5 13 45 74 119 254 Total 0 0 0 218 152 370 138 172 310 142 174 316 996 #2 3RD AND GRAF Base 177 213 390 244 197 441 0 0 0 29 40 69 900 Added 48 74 122 288 160 448 0 0 0 128 230 358 928 Total 225 287 512 532 357 889 0 0 0 157 270 427 1828 #3 3RD AND KAGY Base 337 582 919 414 345 759 691 397 1088 462 580 1042 3808 Added 161 287 448 107 60 167 113 63 176 67 38 105 896 Total 498 869 1367 521 405 926 804 460 1264 529 618 1147 4704 #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 128 230 358 0 0 0 230 128 358 0 0 0 716 Total 128 230 358 0 0 0 230 128 358 0 0 0 716 #7 Base 78 123 201 213 176 389 100 92 192 0 0 0 782 Added 0 0 0 73 49 122 49 73 122 0 0 0 244 Total 78 123 201 286 225 511 149 165 314 0 0 0 1026 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 3RD AND GOLDSTEIN A 9.9 0.000 B 11.7 0.000 + 0.000 V/C # 2 3RD AND GRAF A 9.7 0.000 B 11.9 0.000 + 0.000 V/C # 3 3RD AND KAGY B 14.7 0.354 B 16.3 0.506 + 1.589 D/V # 4 GRAF/ ENTRANCE TO SPRING MEADO 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 A 8.1 0.167 A 8.5 0.210 + 0.043 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 7-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 9.9 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0. 95 PHF Volume: 0 0 0 39 0 113 71 66 0 0 63 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 39 0 113 71 66 0 0 63 39 ------------I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 290 xxxx 83 102 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 705 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 679 xxxx 982 1503 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 881 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 9.9 xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A * A ApproachDel: xxxxxx 9.9 xxxxxx xxxxxx ApproachLOS: * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 8-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 3RD AND GOLDSTEIN ******************************************************************************** Average Delay (sec/veh) : 11.7 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 0 0 0 1! 0 0 0 1 0 0 0 0 0 0 1 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 0 0 37 0 107 67 63 0 0 60 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 37 0 107 67 63 0 0 60 37 Added Vol: 0 0 0 71 0 3 5 3 0 0 2 43 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 108 0 110 72 66 0 0 62 80 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 114 0 116 76 69 0 0 65 84 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 114 0 116 76 69 0 0 65 84 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 6.4 xxxx 6.2 4.1 xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 328 xxxx 107 149 xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 670 xxxx 952 1444 xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 642 xxxx 952 1444 xxxx xxxxx xxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 768 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 11.7 xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * A ApproachDel: xxxxxx 11.7 xxxxxx xxxxxx ApproachLOS: * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 9.7 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0. 95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 181 5 37 220 0 0 0 0 4 0 26 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 181 5 37 220 0 0 0 0 4 0 26 ------------I---------------II---------------II---------------II--------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 186 xxxx xxxxx xxxx xxxx xxxxx 477 xxxx 184 Potent Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 550 xxxx 864 Move Cap. : xxxx xxxx xxxxx 1400 xxxx xxxxx xxxx xxxx xxxxx 539 xxxx 864 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 798 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.7 xxxxx Shared LOS: * * * A * * * * * * A ApproachDel: xxxxxx xxxxxx xxxxxx 9.7 ApproachLOS: * * * A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 10-1 ----------------------------------------------------------------------------- -------------------------------------------------------------------------------- ' Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #2 3RD AND GRAF ******************************************************************************** Average Delay (sec/veh) : 11.9 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Ignore Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 --- I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 0 172 5 35 209 0 0 0 0 4 0 25 Growth Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 172 5 35 209 0 0 0 0 4 0 25 Added Vol: 0 38 10 220 68 0 0 0 0 6 0 122 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 210 15 255 277 0 0 0 0 10 0 147 User Adj : 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 221 16 268 292 0 0 0 0 11 0 155 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 221 16 268 292 0 0 0 0 11 0 155 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 237 xxxx xxxxx xxxx xxxx xxxxx 1057 xxxx 229 Potent Cap. : xxxx xxxx xxxxx 1342 xxxx xxxxx xxxx xxxx xxxxx 251 xxxx 815 Move Cap. : xxxx xxxx xxxxx 1342 xxxx xxxxx xxxx xxxx xxxxx 206 xxxx 815 ------------I---------------11---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 686 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.9 xxxxx Shared LOS: * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.9 ApproachLOS: * * B Traffix 7.1.0607 ,_ Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #3 3RD AND KAGY ***************#*******************************************************#******** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.354 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 14.7 Optimal Cycle: 13 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 115 173 67 163 234 39 88 380 259 120 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 115 173 67 163 234 39 88 380 259 120 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 115 173 67 163 234 39 88 380 259 120 264 102 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.45 1.00 0.85 0.56 0.98 0.98 0.52 1.00 0.85 0.43 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.86 0.14 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 859 1900 1615 1066 1594 266 992 1900 1615 825 1900 1615 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.13 0.09 0.04 0.15 0.15 0.15 0.09 0.20 0.16 0.15 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.41 0.41 0.41 0.41 0.41 0.41 0.57 0.57 0.57 0.57 0.57 0.57 Volume/Cap: 0.32 0.22 0.10 0.37 0.35 0.35 0.16 0.35 0.28 0.26 0.25 0.11 Uniform Del: 19.8 18.8 17.9 20.2 20.1 20.1 10.4 11.8 11.3 11.1 11.0 10.1 IncremntDel: 0.5 0.1 0.1 0.5 0.3 0.3 0.1 0.2 0.2 0.3 0.1 0.1 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 20.3 19.0 17.9 20.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 20.3 19.0 17.9 20.7 20.4 20.4 10.5 12.0 11.4 11.4 11.1 10.1 DesignQueue: 4 6 2 5 8 1 2 10 6 3 7 2 A���♦##�######4*i###*f#•#��#♦#.#'#M.#�k#i#A##!r####-ii#t###i####t###iiii#iiiaif►r����♦ Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 12-1 ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 3RD AND KAGY ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.506 Loss Time (sec) : 2 (Y+R = 4 sec) Average Delay (sec/veh) : 16.3 Optimal Cycle: 17 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Permitted Permitted Permitted Permitted Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 -------------I---------------11---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 109 164 64 155 222 37 84 361 246 114 251 97 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 164 64 155 222 37 84 361 246 114 251 97 Added Vol: 63 60 38 0 107 0 0 0 113 67 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 172 224 102 155 329 37 84 361 359 181 251 97 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0. 95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 181 236 107 163 346 39 88 380 378 191 264 102 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 181 236 107 163 346 39 88 380 378 191 264 102 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 181 236 107 163 346 39 88 380 378 191 264 102 ------------I---------------II---------------11---------------11---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.39 1.00 0.85 0.52 0.99 0.99 0.50 1.00 0.85 0.40 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 0.90 0.10 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 739 1900 1615 988 1682 190 948 1900 1615 760 1900 1615 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.24 0.12 0.07 0.16 0.21 0.21 0.09 0.20 0.23 0.25 0.14 0.06 Crit Moves: **** **** Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.50 0.50 0.50 0.50 0.50 0.50 Volume/Cap: 0.51 0.26 0.14 0.34 0.43 0.43 0.19 0.40 0.47 0.51 0.28 0.13 Uniform Del: 17.7 15.2 14 .3 16.0 16.8 16.8 14.0 15.9 16.6 16.9 14.7 13.5 IncremntDel: 1.2 0.1 0.1 0.4 0.3 0.3 0.2 0.3 0.4 1.1 0.2 0.1 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay/Veh: 18.8 15.4 14 .4 16.4 17.1 17.1 14.2 16.1 17.0 18.1 14.9 13. 6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.8 15.4 14 .4 16.4 17.1 17.1 14.2 16.1 17.0 18.1 14.9 13.6 DesignQueue: 5 7 3 5 10 1 2 11 11 5 8 3 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 13-1 -----------------------------------------------_-------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS] Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 . 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------I---------------11---------------II---------------II---------------I Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------ ---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #4 GRAF/ ENTRANCE TO SPRING MEADOW [ENTRANCE TO CONDOS) ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R . ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 ------------ ---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 Added Vol: 128 0 0 0 0 0 0 0 230 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 128 0 0 0 0 0 0 0 230 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 135 0 0 0 0 0 0 0 242 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 135 0 0 0 0 0 0 0 242 C 0 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxx>::�: r::�:xx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxr : r:xxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- II---------------II---------------II---------------I Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 xxxxxx xxxxxx xxxxxx ApproachLOS: A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 15-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #7 ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.167 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 0 Level Of Service: A rr�,t,t***r*:r*rra+�r+t**,rr+++itr*+afar•►+rrarraraa****►*k**r*rah*�**,ra**r+.*fr,r*r,r** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 << 4:45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 76 0 0 123 90 100 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 76 0 0 123 90 100 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 2 76 0 0 123 90 100 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 20 769 0 0 738 862 733 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.10 0.14 xxxx xxxx xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 7.9 7.9 0.0 0.0 8.4 7.3 8.4 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * * A A A ApproachDel: 7.9 7.9 8.4 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 7.9 7.9 8.4 xxxxxx LOS by Appr: A A A it**r rraaaaraaaiaaa4aaaa♦►ftr*w**�xr*r*rr******rrrr,tt*:*rrr r*rr**wrr**:rrsrr*rr•r r*rt Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2002 PM Tue Jun 27, 2000 10:57:33 Page 16-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) wwwwwk*wwwwww*kwwwwwwkkwkwwkw**wwwwwwwkkwkwkkwk,rwwww*wwww*kwwwwkkww+rw,w�,t*wwkw#w* Intersection #7 wkk-wwkwwwwwwwwwww#:wwrrwwwww,tkwwkwww:kwwxkwwwkwr+ew,r,►*wwwx*ww,r*ww+kwkk*www*k,ki.++tww Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.210 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 8.5 Optimal Cycle: 0 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------I---------------II---------------11---------------II---------------I Volume Module: >> Count Date: 11 Apr 2000 « 4:45 to 5:45 PM Base Vol: 2 76 0 0 123 90 100 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 76 0 0 123 90 100 0 0 0 0 0 Added Vol: 0 0 0 0 0 73 49 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 2 76 0 0 123 163 149 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 2 76 0 0 123 163 149 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 76 0 0 123 163 149 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 2 76 0 0 123 163 149 0 0 0 0 0 ------------I-------------- 11---------------II---------------II --------------- Saturation Flow Module: Lanes: 0.03 0.97 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Final Sat. : 19 730 0 0 716 830 710 0 0 0 0 0 ------------I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.10 0.10 xxxx xxxx 0.17 0.20 0.21 xxxx xxxx xxxx xxxx xxxx Crit Moves: **** **** **** Delay/Veh: 8.2 8.2 0.0 0.0 8.6 7.9 9.1 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 8.2 8.2 0.0 0.0 8.6 7.9 9.1 0.0 0.0 0.0 0.0 0.0 LOS by Move: A A * * A A A ApproachDel: 8.2 8.2 9.1 xxxxxx Delay Adj : 1.00 1.00 1.00 xxxxx ApprAdjDel: 8.2 8.2 9.1 xxxxxx LOS by Appr: A A A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO