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Home My WebLink AboutPROSPECT INDUSTRIAL PARK, MIDPOINT SELF-STORAGE - PDP - 28-98D - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYhwZUUU: Signalizea intersections Release 4.1c Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 3/26 03 Jurisd: Fo Period: am pm, Year short range base w/projects Project ID: 327me01 E/W St: Prospect N/S St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I I L T R I I L T R I L T R 1 No. Lanes I 1 2 0 i 1 2 0 I I 1 1 0 I I 1 1 I 1 I LGConfig I L TR I L TR I L TR I L T R I Volume 1121 928 420 1448 997 78 1408 545 176 165 526 140 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol 1 0 1 0 1 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P I NB Left A A A Thru P I Thru A A Right P 1 Right A A Peds X 1 Peds X WB Left A A P I SB Left A A Thru A P I Thru A Right A P I Right A Peds X I Peds X NB Right I EB Right SB Right A I WB Right Green 4.0 14.0 48.0 4.0 15.0 35.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 130.0 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Eastbound L 178 1770 0.75 0.42 56.9 E TR 1246 3374 1.19 0.37 134.5 F 128.1 F Westbound L 316 1770 1.53 0.52 293.9 F TR 1670 3501 0.69 0.48 27.8 C 106.1 F Northbound L 329 1770 1.26 0.42 180.9 F TR 690 1794 1.07 0.38 93.4 F 125.0 F Southbound L 125 1770 0.61 0.32 44.2 D T 502 1863 1.23 0.27 168.8 F 131.5 F R 536 1583 0.31 0.34 32.1 C Intersection Delay = 121.1 (sec/veh) Intersection LOS = F HCS2000: Signalized Intersections Release 4.1c Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS secs mu,izuuu: �iignaiizea intersections nelease 4.1c Analyst: Michael Agency: Matthew J. Delich, P.E. Date: R 26/03 Period: am pm Project ID: 0327me01 E/W St: Prospect Inter.: Timberline/Prospect Area Type: All other areas Jurisd: Fo t Collins Year short range base w/project N/S St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I I L T R I L T R I L T R i No. Lanes I I I 1 1 0 I I 1 1 I 1 I I 1 2 0 I 1 2 0 LGConfig I L TR I L TR I L TR I L T R I Volume 1104 933 310 1414 872 35 1449 392 242 1110 368 141 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left A P I NB Left A A A Thru P I Thru A A Right P I Right A A Peds X I Peds X WB Left A P I SB Left A A Thru P I Thru A Right P I Right A Peds X I Peds X NB Right I EB Right SB Right A i WB Right Green 14.0 51.0 4.0 21.0 30.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 130.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 265 1770 0.46 0.51 24.5 C TR 1337 3407 1.09 0.39 94.1 F 88.7 F Westbound L 261 1770 1.84 0.51 435.2 F TR 1381 3519 0.76 0.39 38.3 D 162.6 F Northbound L 411 1770 1.28 0.43 185.1 F TR 689 1756 1.08 0.39 98.4 F 134.3 F Southbound L 125 1770 1.03 0.28 134.7 F T 430 1863 1.01 0.23 95.2 F 86.9 F R 597 1583 0.28 0.38 28.4 C Intersection Delay = 122.0 (sec/veh) Intersection LOS = F HCS2000: Signalized Intersections Release 4.1c Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS APPENDIX B riC n1/UVV: J1911d11ZeU 111Ce L'SeCa1V115 MeleLtSe 4.1(: Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 3/26103 Jurisd: Fo oll' Period: am® Year short range base condition Project ID: 0327me01 E/W St: Prospect N/S St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I I L T R I L T R I L T R I No. Lanes i I 1 1 1 0 I 1 1 1 I 1 1 1 1 2 0 1 1 2 0 LGConfig I L TR I L TR I L TR I L T R I Volume 1121 926 420 1439 997 78 1406 545 176 165 526 140 I Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol 1 0 1 0 1 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P I NB Left A A A Thru P I Thru A A Right P I Right A A Peds X I Peds X WB Left A A P I SB Left A A Thru A P I Thru A Right A P I Right A Peds X I Peds X NB Right 1 EB Right SB Right A I WB Right Green 4.0 14.0 48.0 4.0 15.0 35.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Length: 130.0 secs Approach Delay LOS Eastbound L 178 1770 0.75 0.42 56.9 E TR 1245 3373 1.19 0.37 134.2 F 127.9 F Westbound L 316 1770 1.49 0.52 280.2 F TR 1670 3501 0.69 0.48 27.8 C 101.0 F Northbound L 329 1770 1.26 0.42 178.4 F TR 690 1794 1.07 0.38 93.4 F 124.0 F Southbound L 125 1770 0.61 0.32 44.2 D T 502 1863 1.23 0.27 168.8 F 131.5 F R 536 1583 0.31 0.34 32.1 C Intersection Delay = 119.3 (sec/veh) Intersection LOS = F HCS20O0: Signalized Intersections Release 4.1c Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS au6z uuu: Signalizea intersections me -Lease a.iu Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 3426/03 Period: am pm Project ID: 0327me01 E/W St: Prospect Inter.: Timberline/Prospect Area Type: All other areas Jurisd: Fort_Collins Year hort range base condition NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound 1 I L T R I I L T R I L T R I L T R 1 No. Lanes I I I I 1 I I 1 2 0 I 1 2 0 I 1 1 0 ( 1 1 LGConfig I L TR I L TR I L TR I L T R 1 Volume 1104 932 310 1412 872 35 1448 392 242 I110 368 141 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol 1 0 1 0 1 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4( 5 6 7 8 EB Left A P 1 NB Left A A A Thru P I Thru A A Right P 1 Right A A Peds X I Peds X WB Left A P I SB Left A A Thru P 1 Thru A Right P I Right A Peds X I Peds X NB Right I EB Right SB Right A I WB Right Green 14.0 51.0 4.0 21.0 30.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 130.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 265 1770 0.46 0.51 24.5 C TR 1337 3407 1.09 0.39 93.5 F 88.2 F Westbound L 261 1770 1.84 0.51 431.8 F TR 1381 3519 0.76 0.39 38.3 D 161.2 F Northbound L 411 1770 1.28 0.43 184.1 F TR 689 1756 1.08 0.39 98.4 F 133.9 F Southbound L 125 1770 1.03 0.28 134.7 F T 430 1863 1.01 0.23 95.2 F 86.9 F R 597 1583 0.28 0.38 28.4 C Intersection Delay = 121.2 (sec/veh) Intersection LOS = F HCS2000: Signalized Intersections Release 4.1c Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@fr.ii.com OPERATIONAL ANALYSIS APPENDIX A m E 35/78 872/997 412/439 104/121 --J 932/926 —► 310/420 SHORT RANGE (2006) BASE PEAK HOUR TRAFFIC Prospect +-- AM/PM A& N Figure 3 '& N E O co W-Y N U') o q1tCo I� CO 35/78 +-- 872/997 414/448 1041121 Prospect 933/928 — 00 to 310/420 to v v m -■— AM/PM SHORT RANGE (2006) BASE PLUS MIDPOINT Figure 4 SELF STORAGE PHASE 2 PEAK HOUR TRAFFIC 0 14t 0 c0 v uO co T N CO M JIB. 97/112 786/820 283/368 9- 27/61 801 /910 327/327 t r L Cn rn rn T 00 Cn T --a* — AM/PM Prospect A& N RECENT (11/01) PEAK HOUR TRAFFIC Figure 2 TABLE I rip Generation 1, 4� -4111-YT 104 151 Self Storage 43.5 KSF 2.50 110 0.09 4 0.06 1 3 1 0.13 6 0.13 6 TABLE Short Range (2006) Base Condition Peak Hour LOS Delay Morning F 121.2 secs. Afternoon F 119.3 secs. TABLE Short Range 2006) Base Condition Plus Midpoint Self S orage, Phase 2. Peak Hour LOS Delay Increase in Delay Morning F 122.0 secs. 0.7% Afternoon F 121.1 secs. 1.5% A& N FORT COLLINS DOWNTOWN AIRPARK SH14 Prospect Rd. Midpoint v a> iE Midpoint E Self Storage ~ eG 0 Drake Rd. °Pry SCALE: 1"=2000' SITE LOCATION Figure 1 shown in Figure 4. Table 3 shows the intersection level of service and delay using the volumes shown in Figure 3. Calculation forms are provided in Appendix B. The increase in delay is 0.7 percent and 1.5 percent in the respective peak hours. Based upon this analysis, it is concluded that Midpoint Self Storage, Phase 2 will meet the APF criteria at the Prospect/Timberline intersection. CD co LO Co OD � TO: Darren Zethren, DCB Construction ' LO City of Fort Colli(n�s(s o �D (Z cD FROM: Matt Delich J O � rn U DATE: March 26, 2003 • o X LL SUBJECT: Midpoint Self Storage, Phase 2 Adequate Public Facilities j Analysis (File: 0327ME01) w O J • Midpoint Self Storage, Phase 2 is the continuing development w CD of a self storage (mini -warehouse) facility within the Prospect East >_ cov � Business Park. Figure 1 shows the location of the Midpoint Self p rn CD Storage property. Midpoint Self Storage, Phase 1 is built and z T occupied. Phase 2 is for 43,500 square feet of self storage. The w a or-- trip generation for Phase 2 is shown in Table 1. Because of the low S rn trip generation, a detailed traffic impact study is not required. w i.i However, because there are existing operational concerns regarding othe Prospect/Timberline intersection, staff requested an adequate N p public facilities (APF) analysis. This memorandum addresses the APF 1� issues at the Prospect/Timberline intersection for Midpoint Self N Storage, Phase 2. The transportation impact study guidelines indicate that significant impact is defined in Section 4.5.2.A.2 in the "Larimer County Urban Area Street Standards," as follows: "When the background traffic conditions (without project traffic) causes an intersection to fail the minimum acceptable level of service standards; and when the project traffic causes more than a 2 percent increase in the intersection delay." The analyses contained in this memorandum use recent traffic counts (supplied by the City) dated November 2001. These traffic counts are shown in Figure 2. These counts indicate that the W Prospect/Timberline intersection is operating at level of service F during both hours peak with the existing geometry. a Z Since improvements to this intersection are not on a capital Fr improvement program, this APF analysis included existing traffic Zfactored to the year 2006 at 1.5 percent per year, plus V (5 known/approved projects that impact the subject intersection. These Z projects are: Rigden Farm 60 Filing, Spring Creek Center, Midpoint J LIJ Self Storage Phase 1, and Centerpoint Plaza Building A. the base j� �0 Z (2006) peak hour traffic at the Prospect/Timberline intersection is Q F shown in Figure 3. The APF analysis must use the existing geometry ¢ at the subject intersection. Table 2 shows the intersection level a of service and delay using the volumes shown in Figure 3. Calculation z forms are provided in Appendix A. Clearly, this intersection will a cc operate unacceptably with the existing geometry. In order to meet H the APF criteria, the delay at the Prospect/Timberline intersection W 03 could not exceed 123.6 seconds and 121.6 seconds in the respective 0 peak hours. These values reflect a 2 percent increase in delay at LL this intersection with the current geometry. The calculated trip generation was assigned to the Prospect/ C G Timberline intersection. The forecasted (2006) peak hour volumes are