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Home My WebLink AboutPVH HARMONY CAMPUS (PHASE 1) - PDP - 32-98A - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYa� N E m Z E N L --• 3951660 J L_ 10/30 F- 1240/2095 r- 2001225 E- 1850/3015 �- 1590/2435 $ - 95/40 325/330 _: 2080/1840 -W 25/90 167511450-w 350/165 1880/1775 Harmony 325/430 230195� N co p� 1� YI T N m M '1 M 1I1 N O O N P .Ny C Yf Ifl J 1051415 25145 F- 5/45 r 351125 205/560 AM/PM 15140—� (� Timberwood 65/115—� I Rounded to the o o nearest 5 vehicles Year 2015 Peak Hour Total Traffic Figure 1 APPENDIX A HCS: Unsignalized Intersections Release 2.1f HMRRPL.HCO Page I Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets;=(N-S) rin/rout 3 _ (E-W) harmony 2 Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... matt Date of Analysis.......... 10/ 98 Other Information .... .....a. pm long Two-way Stop -controlled Inters tion Eastbound s Westbound Northbound Southbound L T R �I L T R vl L T R I L T R No. Lanes 0 3 1 0 0 0 0 0 1 0 0 0 Stop/Yield N N Volumes 736 165 115 PHF .95 .95 .95 Grade 0 0 MC's (t) SU/RV's (}) CV's (t) PCE's 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCS: Unsignalized Intersections Release 2.1f HMRRPL.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB ------------------------------------------------------- Conflicting Flows: (vph) 258 Potential Capacity: (pcph) 1025 Movement Capacity: (pcph) 1025 Prob. of Queue -Free State: 0.87 -------------------------------------------------------- Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) -------- ------ ------ -------------------- -------------- 4.0 NB R 133 1025 4.0 0.4 A Intersection Delay 0.5 sec/veh HCS: Unsignalized Intersections Release 2.1f HMRRAL.HCO Page i Center For Microcomputers In Transportation = University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... matt Date of Analysis......... /12/98 Other Information ..... ....am pm long Two-way Stop -controlled In rsection HCS: Unsignali'ed=Inter Intersections ===Release L2.lf==y'HMRRAL=HCO-----Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SH -------------------------------------------------------- harmony Conflicting Flows: (vph) 292 Potential Capacity: (pcph) 985 Movement Capacity: (pcph) 985 Prob. of Queue -Free State: 0.97 -------------------------------------------------------- _ =Eastbound= Westbound Northbound = L T R L T R -L- T R ---- ---- ---- ---- ---- ---- - ---- ---- No. Lanes 0 3 1 0 0 0 0 0 1 Stop/Yield N N Volumes 832 350 25 PHP .95 .95 .95 Grade 0 0 MC's (t) SU/RV's (t) CV -s (i)' ...... __ Intersection Performance Summary Southbound L T R Flow Move Shared Total Queue Approach - ---- --- Rate Cap Cap Delay Length LOS Delay 0 0 0 Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) ------ — ------ ------ ------ ------- ------- ----- -------- 3.8 NB R 29 985 3.8 0.0 A PCE s 1.101 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 Intersection Delay 0.1 sec/veh HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 10-12-1998 Center For Microcomputers In Transportation Streets (E-W)=timberwood= _ (N-S) timberline Analyst: Matt File Name: TWTLAL.HC9 Area Type: Other 10-12-98 am pm Comment: long range Eastbound Westbound Northbound=Southbound= L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 2 1 1 1 1 1 1 2 1 2 2 1 Volumes 205 15 65 35 25 105 70 850 70 265 635 110 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ---------------------------------- ---------------------------- - -- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left + + Thru * * Thru Right * + Right Peds + Peds WS Left + * SB Left Thru + Thru Right * Right + Peds * * Peds + NB Right * EB Right SB Right * * WB Right Green 8.OA 17.OA 14.OA Green 10.OA 31.OP Yellow/AR 5.0 0.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ---- ---- ------- ----- ----- ----- --- ---- --- EB L 1037 3574 0.214 0.290 17.4 C 15.4 C T 615 1863 0.026 0.330 14.6 B R 768 1599 0.089 0.480 9.1 B WB L 536 1787 0.069 0.310 16.2 C 9.3 B T 298 1863 0.087 0.160 23.1 C R 1071 1599 0.104 0.670 3.8 A NB L 328 1787 0,226 0.500 9.5 B 19.7 C T 1242 3762 0.757 0.330" 21.2 C R 736 1599 0.101 0,460 9.9 B SB L 500 3574 0.574 0.140 27.2 . D 19.3 C T 1242 3762 0.565 0.330 18.3 C R 959 1599 0.121 0.600 5.6 B Intersection Delay = 18.3 sec/veh Intersection LOS = C Lost Time/Cycle, L = 8.0 sec Critical v/c(x) - 0.442 . --------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4E 10-12-1998 Center For Microcomputers In Transportation Streets: =(E W) timberwood(N-S) timberline =_ _ Analyst: Matt File Name: TWT L. PL.HC9 Area Type: Other 10-12-98 am pm Comment: long range _ = Eastbound Westbound Northbound Southbound= L T R L T R L T R L T R No. Lanes ---- ---- 2 ---- 1 1 ---- ---- 1 1 ---- 1 ---- ---- ---- 1 2 1 ---- ---- 2 2 ---- 1 Volumes 560 40 115 125 45 415 125 565 35 120 930 295 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ------------------------------------------------------------------ Signal Operations --- Phase Combination 1 2 3 4 5 6 7 EB Left * * NB Left Thru * * Thru Right * Right Peds * * Peds WB Left * * SB Left Thru * Thru Right * Right Peds * * Peds NB Right * BB Right SB Right * * WB Right Green 8.OA 17.OA 14.OA Green 10.OA 31.OP Yellow/AR 5.0 0.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase combination order: #1 #2 #3 #5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- EB L ---- 1037 ------ 3574 ----- 0.586 ----- ----- 0.290 20.3 --- ----- C 18.3 --- C T 615 1863 0.068 0.330 14.8 B R 768 1599 0.158 0.480 9.5 B WB L 510 1787 0.259 0.310 17.2 C 9.0 B T 298 1863 0.158 0.160 23.4 C R 1071 1599 0.408 0.670 5.0 A NB L 325 1787 0.406 0.500 12.0 B 16.3 T 1242 3762 0.503 0.330 17.7 C R 736 1599 0.050 0.460 9.6 B SB L Soo 3574 0.260 0.140 24.9 C 19.9 C T 1242 3762 0.828 0.330 23.3 C R 959 1599 0.324 0.600 6.5 B Intersection Delay = 16.9 sec/veh Intersection LOS = C Lost Time/Cycle, L-= 8.0 ------------------------------------- sec Critical v/c(x) = ------------------------------- 0.589 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 10-12-1998 Center For Microcomputers In Transportation Analyst: Matt File Name- HMMAAL.HC9 Area Type: Other 30-12-98 am pm Comment: long range ==Eastbound Westbound =Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 3 1 1 3 1 1 > 1 1 1 1 1 Volumes 25 1880 230 95 1590 10 185 1 30 25 1 75 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left + Thru Thru Right * Right Peds * Peds WB Left + + SB Left Thru + Thru Right * Right Peds * Peds NB Right + EB Right SB Right * WB Right + Green S.OA 40.OP Green 23.OA 12.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase combination order: #1 #2 N5 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- -- "' --- ----- --- EB L 236 1787 0.110 0.540 10.5 B 10.5 B T 2594 6176 0.839 0.420 11.2 B R 1119 1599 0.216 0.700 4.0 A WB L 236 1787 0.424 0.540 15.1 C 10.0 B T 2594 6176 0.710 0.420 9.7 B R 895 1599 0.012 0.560 7.4 B NB L 483 1787 0.203 0.270 21.5 C 21.5 C LT 448 1793 0.219 0.250 22.7 C R 512 1599 0.063 0.320 17.9 C SB L 286 1787 0.091 0.160 27.2 - D 24.2 C T 263 1881 0.004 0.140 28.1 D R 384 1599 0.206 0.240 23.1 C Intersection Delay = 11.1 sec/veh Intersection LOS B Lost Time/Cycle, L = 6.0 sec Critical v/c(x) = 0.508 ------------ ---------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 10-12-1998 Center For Microcomputers In Transportation Streets (E-W)'harmony (N-S) main access Analyst: Matt File Name: 1[7 HC9 Area Type: Other 10-12-98 am pm Comment: =range -long Eastbound = Westbound = Northbound = = Southbound L T ---- ---- R ---- L T R L T R L T R No. Lanes 1 3 1 ---- ---- ---- 1 3 1 ---- ---- ---- 1 > 1. 1 ---- ---- 1 1 ---- 1 Volumes 90 1775 95 40 2435 30 535 1 70 25 1 45 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time ----------------------------_____---------"__--- 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.r- 3.00 --------------- Signal Operations -- Phase Combination 1 2 3 4 5 6 7 8 EB Left + • NB Left Thru * Thru Right * Right Peds * Peds WB Left + * SB Left + Thru * Thru Right * Right Peds + Peds NB Right * EB Right SB Right * WB Right Green 5.OA 43.OP Green 26.OA 6.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase ----------------------------------------------------------------------- combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts ----- Cap ---- Flow ------- Ratio Ratio Delay LOS Delay LOS EB L 236 1787 ----- 0.403 ----- ----- 0.570 15.8 --- ----- C 8.3 --- B T 2779 6176 0.739 0.450 8.2 0 R 1215 1599 0.082 0.760 2.3 A WB L 236 1787 0.178 0.570 10.2 B 21.7 C T 2779 6176 1.014 0.450 22.0 C R 847 1599 0.038 0.530 8.6 B NB L 536 1787 0.526 0.300 22.9 C 22.9 C LT 502 1792 0.562 0.280 24.5 C R 560 1599 0.132 0.350 16.8 C SB L 179 1787 0.145 0.100 31.3 D 28.2 D T 150 1881 0.007 0.080 32.2 D R 288 1599 0.163 0.180 26.3 D Intersection Delay = 16.7 sec/veh Intersection LOS - C Lost Time/Cycle, L ---------------------------------------------------------------------- = 6.0 sec Critical v/c(x) = 0.725 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 10-12-1998 Center For Microcomputers In Transportation Streets:=(E-W) harmony = (N-S) timberline = Analyst: Matt File Name: HMTLAL.HC9 Area Type: Other 10-12-98 am pm Comment: long range Eastbound== Westbound Northbound = Southbound L T R L T R L T R L T R ---- ---- ---- -- ---- --- ---- ---- --- ---- --- --- No. Lanes 2 3 1 2 3 1 2 2 1 2 2 1 Volumes 325 1675 325 200 1240 395 370 550 240 540 490 370 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12,0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3,00 1.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds Peds WB Left t SB Left Thru + Thru r Right + Right Peds Peds NB Right + EB Right + SB Right + WB Right Green 9.OA 37.OP Green 17.OA 17.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase combination order: #1 #2 45 #6 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- -- -- ----- ----- --- ----- --- EB L 465 3574 0.758 0.130 36.8 D 15.1 C T 2409 6176 0.805 0.390 12.6 B R 975 1599 0.351 0.610 7.4 B WB L 465 3574 0.467 0.130 31.2 D 12.3 B T 2409 6176 0.596 0.390 10.7 B R 975 1599 0.426 0.610 8.0 B NB L 751 3574 0.534 0.210 27.3 D 30.4 D T 715 3762 0.851 0.190 36.5 D R 528 1599 0.479 0.330 20.8 C SB L 751 3574 0.779 0.210 32.0 , D 30.7 D T 715 3762 0.758 0.190 32.4 D R 528 1599 0.737 0.330 26.3 D Intersection Delay = 20.1 sec/veh Intersection LOS = C Lost Time/Cycle, L = 8.0 sec Critical v/c(x) = 0.802 ----------------------------------------------------------------- -- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4f 10-12-1998 Center For Microcomputers In Transportation Streets (E-W) harmony 3 (N-S)=timberline Analyst: Matt File Name: 1WTLPL.HC9 Area Type: Other 10-12-98 am Comment: long range = Eastbound Westbound. Northbound Southbound' L T R L T R L T R L T R ---- - -- ---- --- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 2 3 1 2 3 1 2 2 1 2 2 1 Volumes 330 1450 430 255 2095 660 715 680 140 415 665 360 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ------------------------------------------------------------------- - Signal Operations Phase Combination 1 2 3 4 5 6 7 EB Left * NB Left + Thru * Thru Right Right + Peds * Peds WB Left + SB Left + Thru * Thru Right Right Peds + Peds NB Right • EB Right + SB Right * WB Right Green 8.5A 35.5P Green 18.OA 18.OA Yellow/AR 5.0 5.0 Yellow/AR 5.0 5.0 Cycle Length: 100 secs Phase combination order: 41 #2 #5 46 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS ----- ---- ------- ----- ----- --- - --- ----- --- EB L 447 3574 0.799 0.125 39.1 D 15.7 C T 2316 6176 0.725 0.375 12.6 B R 967 1599 0.468 0.605 8.5 B WB L 447 3574 0.618 0.125 33.4 D 32.2 D T 2316 6176 1.047 0.375 37.8 D R 967 1599 0.718 0.605 12.3 B' NB L 786 3574 0.987 0.220 51.3 E 50.3 T 752 3762 0.999 0.200 55.5 E R 536 1599 0.274 0.335 18.6 C SB L 786 3574 0.572 0.220 27.2 D 37.6 D T 752 3762 0.977 0.200 50.5 E R 536 1599 0.708 0.335 25.0 C Intersection Delay = 32.0 sec/veh Intersection LOS = D Lost Time/Cycle, L = 8.0 sec Critical v/c(x) - 0.989 ----------------------------------------------------------------------- Table 3 Year 2015 Peak Hour Total Traffic Operation Level of Service Inters ;on & 2U Harmony/Timberline (signal) C D Harmony/Harmony Road Community/Snow Mesa (signal) B C Timberline/Main Entrance (signal) C C Harmony/Right-In/Out Access Drive (stop sign) NB R A A Overall A A Table 2 Trip Generation (With Updated Floor Areas) Daily A.M. Peak P.M. Peak Land Use Trips Trips Trips Trips Trips in out in out INITIAL PHASE Medical Office - 122 KSF 4408 237 59 120 326 Hospital - 85.8 KSF 1440 61 22 19 60 Subtotal 5848 298' 81 139 386 FUTURE PHASE Medical Office - 140 KSF 5058 272 68 139 374 Hospital - 260 KSF 4363 184 68 67 182 Health Club - 70 KSF 1200 51(1) 51 64(1) 64 - +20 KSF (3) Rehab/Alt. Medicine - 50 KSF 1807 97 25 49 134 Day Care - 10 KSF 793 67 60 62 70 Assisted Living - 180 Units 387 7 4 17 14 Elderly Detached - 91 Units 210(2) 7 12 13 8 Suites Hotel - 75 Rooms 468 24 12 17 24 Subtotal 14,286 709 300 428 870 TOTAL 20,134 1007 381 567 1256 (1) Assumed directional split (2) Assumes PM = 10% of Daily (3) Another 20 KSF used only rehabilitation/alternative medicine Table 1 Trip Generation (From Transportation Impact Study, 7/98) Daily A.M. Peak Land Use Trips Trips Trips in out INITIAL PHASE Medical Office - 129 KSF 4661 251 62 Hospital - 85.8 KSF 1440 61 22 Subtotal 6101 312 84 FUTURE PHASE Medical Office - 110 KSF 3974 214 53 Hospital - 110 KSF 1846 78 29 Health Club - 70 KSF 1200 51(1) 51 - +20 KSF (3) Rehab/Alt. Medicine - 50 KSF 1807 97 25 Day Care - 10 KSF 793 67 60 Assisted Living - 180 Units 387 7 4 Elderly Detached - 91 Units 210(2) 7 12 Suites Hotel - 75 Rooms 468 24 12 Subtotal 10,685 545 246 TOTAL 16,786 857 330 P.M. Peak Trips Trips in out 127 345 19 60 146 405 109 294 34 77 64 (1) 64 49 134 62 70 17 14 13 8 17 24 365 685 511 1090 (1) Assumed directional split (2) Assumes PM = 10% of Daily (3) Another 20 KSF used only rehabilitation/alternative medicine �i MEMORANDUM co • o TO: Travis Messina, PVH 0 L Angela Milewski, BHA Design Eric Bracke, Fort Collins Traffic Engineer p CD Fort Collins Planning Staff J O U r FROM: Matt Delich Q z u DATE: October 13, 1998 a J w SUBJECT: PVH South Campus --Traffic analysis -� (File: 9817ME03) • CD w E N Q) � There was a small discrepancy in the building area proposed on z LU o the site plan and that used in the transportation impact study for > a S a) the PVH South Campus. This memorandum provides an addendum to the Z w transportation impact study. w Z Table 1 shows the trip generation for the PVH South Campus as r 0- shown in the transportation impact study. Table 2 shows the new trip N generation for the PVH South Campus with the updated floor areas for N selected uses. The change in trip generation causes an increase at full development of the site (long range future). There is a small decrease in trip generation at the Phase One development level. I did not update the short range analysis. Figure 1 shows the Year 2015 Peak Hour Total Traffic with the revised trip generation. This figure updates Figure 9 from the transportation impact study. Table 3 shows the Year 2015 Peak Hour Total Traffic Operation with the updated traffic forecasts. Calculation forms are provided in Appendix A. As shown in Table 3, the key intersections continue to operate acceptably. W a z z Fr W = LU U z Z z Z _ .J W W 0 0 a r- 0 —� a V) z ` a 5 H WLL �s U LFL 1� Q Q a�