The URL can be used to link to this page

Home My WebLink AboutTHE DETAIL CENTER PUD - PRELIMINARY & FINAL - 22-94 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYI 0 ,1 WHAT IS THE )EWALK/CURB DIM. HERE AND AT THE CORNER? 2 IC GOON ko c, q{n bt A �y C U M N xx 1v I� �►" yr / NII 1 ?o x �vD it i m /8 5 I 1 6" VERT. CURB--y TYPICAL I I e I 1 \jaiA �DETA / L '17-7 /-leiP) PltOPOM VINDIVsnIIIIIIIIII COMM. Tl APPENDIX C 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION..swallow/mcclellaiid AREA TYPE ..... OTHER ANALYST ....... m,ld DATE ........... 4/5/94 TIME .......... arn rioon (9 existing COMMENT....... VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 31 58 191 35 : L. 12.0 L 12.0 L. 12.0 L 12.0 TH 257 314 161 207 - TR 12.0 1-R 12,0 TR 12.0 TR 12.0 RT 117 40 59 49 - 12.0 12.0 12.0 12 J) RR 0 0 0 0 - 12.0 12.0 12.0 12..0 12.0 12.0 12.0 12-0 12.0 12.0 12.0 12.0 ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M M Y/N Nm Nb Y/N min T EB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 WB 0.00 1.00 N 0 0 0,90 50 Y 19.8 3 NB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 SB 0.00 1.00 N 0 0 0.90 50 Y 19.8 ----------- 3 -------------------------------------------------- STONAL SETTINGS CYCI E LENGTH = 60.0 PH-1 PH-2 PH-3 PH-4 PH --I PH--2 PH-3 PH-4 EB LT x NB LT x TH x TH x RT x PT x PD x PD x WB LT x SB LT x TH x TH x RT x RT x PO x po x GREEN 20.0 0.0 0.0 0.0 GREEN 30.0 0.0 0'.0 0.0 YELLOW 5.0 0.0 0.0 0.0 YELL..OW 5.0 0.0 0.0 0.0 -------------- -------- --------------------------- LEVEL OF SERVICE LANE GRP. V/C G/C DE1 AY I OS APP. DE1 AY APP. 1-03 EB L 0.111 0.367 9.5 B 11.8 B TR 0.669 0.367 12.0 B WB L 0.220 0.367 10.0 B 10.9 B TR 0.611 0.367 11.1 B NB L 0.346 0.533 6.2 B 5.5 B TR 0.268 0.533 5.0 A SB L 0.060 0.533 5.1 B 5.1 B TR 0.308 0.533 5..1 8 -------------------------------------------------------------- INTERSECTION: Delay = 8.6 (sec/veh) V/C = 0.477 LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT INTERSECTION..swallow/mcc'lelland AREA TYPE ..... OTHER ANALYST....... m,,Id DATE .......... 4/5/94 TIME.......... am (E) pm existing COMMENT....... ----------------------------------------------------------------------- VOLUMES GEOMETRY EB WB NB SB EB WB NB 156 LT 23 42 77 34 L 12.0 L. 12.0 L 12-0 L 12.0 TH 229 162 162 155 TR 12.0 TR 12.0 TR 12.0 TR 12.0 RT 91 43 72 36 12.0 12.0 12.0 12.0 RR 0 0 0 0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12,0 12.0 ---------- ~ --------------------------------------------------------------------- ADJUSTMENT FACTORS GRADE HV ADJ PKG BUSES PHF PEDS PEn. BUT. ARR. TYPE (%) (%) Y/N Nm Nb Y/N min T EB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 WB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 NB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 SB 0.,00 1.00 N 0 0 0.90 50 Y 19.8 -------------- 3 ---_________ --------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 60.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-4 EB LT x NB LT x TH x TH x RT x RT x PD x PD x WB LT x SB Lr x TH x I H x RT x RT x PD x PD x GREEN 20.0 0.0 0.,0 0'.0 GREEN 30A) 0.0 YELLOW 5.0 0.0 0.0 0.0 YELLOW 5.0 0.0 LEVEL OF SERVICE LANE GRP. V/C G/C DELAY L APP. DEI.AY EB L 0.058 0.367 9.3 B 10.5 TR 0.570 0,367 10.6 8 WB L. 0.138 0.367 9.6 B 9.2 TR 0.360 0.367 9.1 B NB L 0.127 0.533 5.3 B 5.1 TR 0.288 0.533 5.0 B SB L 0.059 0.533 5.1 B 4.9 TR 0.230 0. 5:33 4.8 --- - - - - -- - A - - - - - -- -- -- -- - --- --- - - - - - - - - --- - - - INTERSECTION: - - -- - - - - - --- Delay -- - -- - - ---- = 7.6 - (sec/veh) -- V/C = 0.402 0.0 0.0 0.0 0.0 APP . LOS' 8 B B A -------------- LOS = B 1985 HCM: SIGNALIZED INTERSECTIONS SUMMARY REPORT �t�:::K�::Y•.Mc�K**7K*:****.**�*�:ale�IcaKaK7k�K**�*.**��*******�*re**7KRaK***�:***�:K.**ik.**.�.He**.ak*.W..�KM.:�W. INTERSECTION..swallow/mcclelland AREA TYPE ..... OTHER ANALYST ....... rnJd DATE .......... 4/5/94 TIME.......... rn noon pm existing COMMENT....... VOLUMES GEOMETRY EB WB NB SB : EB WB NB SB LT 36 22 55 11 L 12.0 L. 12.0 L. 12.0 L 12.0 TH 260 98 147 72 TR 12.0 TR 12.0 TR 12.0 TR 12.0 RT 60 10 39 11 12.0 12.0 12.0 12.0 RR 0 0 0 0 : 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12..0 12.0 12.0 ADJUSTMENT FACTORS GRADE. HV ADJ PKG BUSES PHF PEDS PED. BUT. ARR. TYPE M (%) Y/N Nrn Nb Y/N min T EB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 WB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 NB 0.00 1.00 N 0 0 0.90 50 Y 19.8 3 Sp, 0.00 1..00 N 0 0 0.90 50 Y 19..8 3 -------------------------- ----------------------- SIGNAL SETTINGS -------------------------- CYCLE LENGTH = 60.0 PH-1 PH-2 PH-3 P11-4 PH --I PH--2 PH-3 PH-4 EB LT X NB L.,T X TH X TH X RT X RT X PD X PD X WB LT X SB LT X TH X TH X RT X RT X PO X PD X GREEN 20.0 C1,0 0.0 0.0 GREEN 30.0 0.0 C1.0 0.0 YELLOW 5.0 0.0 0.0 0.0 YELLOW 5.0 0.0 0.0 0.0 LEVEL., OF SERVICE LANE GRP. V/C G/C DELAY LOS APP. DELAY APP. LOS EB L 0.076 0.367 9.4 B 10.4 B TR 0.560 0.367 10.5 B WB L 0.072 0.367 9.4 B 8.5 B TR 0.186 0.367 8.4 B NB L 0.078 0.533 5.2 B 4.9 A TR 0.225 0.533 4.8 A SB L 0.018 0.533 5.0 B 4.5 A TR 0.099 0.533 4.5 A. -------------------------------------------------------------------------- INTERSECTION: Delay = 7.8 (sec/veh) V/C = 0.361 LOS = B APPENDIX B CITY OF FORT COLLINS Site Code : 00000059 N-S Street: McCLELLAND E-N Street: SWALLOW SUNNY : SUNNY Movements by: Primary PEAK PERIOD ANALYSIS FOR THE PERIOD: 04:30 PM - 05:30 PM PAGE: 1 FILE: 59-9-90 DATE: 9/20/90 DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PED Right Thru Left Total PED Right Thru Left ----------------------------------------------------------------------------------------------- North 4:10 PM 0.85 12 49 207 35 291 4 17 71 12 East 4:30 PM 0.81 20 40 314 59 412 5 10 76 14 South 4:30 PM 0.91 9 59 161 191 411 2 14 39 46 Nest 4:30 PM 0.99 13 117 257 31 405 3 29 63 9 Entire Intersection North 4:30 PM 0.85 12 49 207 35 291 4 17 71 12 East 0.81 20 40 314 58 412 5 10 76 14 South 0.91 9 59 161 191 411 2 14 39 46 Nest 0.99 13 117 ' 257 31 405 3 29 63 8 I McCLELLAND 1...1 h1 1---------- .1 W—+—E S i [FED 3 12 49 1 207 I 35 1 ............ 1 21) [FED ] ------------------# ------------------ . . . . . . . . . . . . . . . . . . .................. --- 291 ---- -- 40 .......... 554 .................. 1 ------------------ ... SWALLOW 412 314 ------------------ 1 ------------------ 31 -- -- 58 ------------------ 1 - ------------------ 257 405 SWALLOW ... ------------------ 1 .................. 1 351 .......... 117 -- — — — 411 — — — — . . . . . . . . . . . . . . . . . . ------------------------------------ CF'ED 1 13 1............1 191 1 161 1 59 1 9 CF'ED 7 382 ' ' 1 1...1 McCLELLAND 1 1 .1---------- 1 CITY OF FORT COLLINS Site Code : 00000059 N-S Street: McCLELLAND E-W Street: SWALLOW SUNNY : SUNNY Movements by: Primary PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:00 PM - 01:00 PM PAGE: I FILE: 59-9-90 DATE: 9/20/90 DIRECTION START PEAK HR ........... VDLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PED Right Thru Left Total PED Right Thru Left ----------------------------------------------------------------------------------------------- North 12:00 PM 0.98 4 36 155 34 225 2 16 69 15 East 12:00 PM 0.87 1 43 162 42 247 0 17 66 17 South 12:00 PM 0.77 4 72 162 77 311 1 23 52 25 West 17:00 PM 0.71 5 91 229 23 343 1 27 67 7 Entire Intersection North 12:00 PM 0.88 4 36 155 34 225 2 16 69 15 East 037 1 43 162 42 247 0 17 66 17 South 0.77 4 72 162 77 311 1 23 52 25 West 0.71 5 91 229 23 343 1 27 67 7 McCLELLAND 1...1 N 1---------- 1 W—+—E S ' 228 ' SPED 1 4 1 36 1 155 1 34 1............1 1 SPED ] - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .................. --- 225 ---- -- 43 . . . . . . . . . . 275 ' -- -- --- - --- ---- - -- ... SWALLOW 247 162 ------------------ 1 ------------------ 23 -- -- 42 ------------------ 1 ------------------ 229 343 SWALLOW ... ------------------ 1 .................. 1 335 .......... 91 -- --- 311 ---- 1 .................. ------------------* ------------------ EPED 1 5 1............1 77 1 162 1 72 1 4 SPED ] ^88 i 1...1 1 1...1 McCLELLAND 1 '---------- ' CITY OF FORT COLLINS Site Code : 00000059 N-5 Street: McCLELLAND E-W Street: SWALLOW SUNNY : SUNNY Movements by: Primary ------------------------------------------------------------------------------------------------------------------ PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:30 AM - 08:30 AM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PED Right Thru Left Total PE➢ Right Thru Left ----------------------------------------------------------------------------------------------- North 7:30 AM 0.71 2 11 72 1t 94 2 12 77 12 East 7:30 AM 0.64 8 10 98 22 130 6 8 75 17 South 7:30 AM 0.61 10 39 147 55 241 4 16 61 23 West 7:30 AM 0.76 11 60 260 36 356 3 17 73 10 Entire Intersection North 7:30 AM 0.71 2 I1 72 11 94 2 12 11 12 East 0.64 8 10 98 22 130 6 8 15 17 South 0.61 10 39 147 55 241 4 16 61 23 West 0.76 11 60 260 36 356 3 17 73 10 McCLELLAND ..1 N 1---------- 1...1 W—+—E S 193 ...1 CPED 1 2 1 11 1 72 1 11 1............1 8 C P E D ] ------------------------------ . . . . . . . . . . . . . . . . . . 1 1 .................. --- 94 ---- -- 10 .......... 164 ' .................. 1------------ ... SWALLOW 130 98 PARE: 1 FILE: 59-9-90 DATE: 9/20/90 ---------------- ------------------ ------------------ 1 36 -- -- 22 ------------------ 1 ------------------ 260 356 SWALLOW ... ------------------ 1 .................. ' 310 60 -- --- 241 ---- .................. ------------------* ------------------ CPED 3 11 1............1 55 1 147 1 39 1 10 CPED ] 5 1...1 McCLELLAND ---------- 1 1 T'lC. (2L.c IIpND y,00b 3 doo I Tcu y oob more APPENDIX A Table 1 Current Peak Hour Operation Level of Service Intersection AM Noon PM Swallow/McClelland (signal) B B B Table 2 Trip Generation Daily A.M. Peak Noon Peak P.M. Peak Land Use Trips Trips Trips Trips Trips Trips Trips in out in out in out Detail Shop 50 8 2 2 2 2 8 LU a x c3 J w 0 Cr W x MEMORANDUM o To: Phillip Taylor o Rick Ensdorff, Fort Collins Transportation Division 01 Fort Collins Planning Department 19 From: Matt De 1 ich ��% Date: April 6, 1994 Subject: Auto Detail Shop traffic study (File: 9434MEM1) This memorandum documents the traffic analyses related to a proposed auto detail shop to be located in the southeast quadrant of the Swallow/McClelland intersection in Fort Collins. The scope of this traffic study was discussed with Rick Ensdorff, Fort Collins Director of Transportation. The Swallow/McClelland intersection is signalized. There are left -turn lanes and combined through/right-turn lanes striped on all approaches. Daily and peak hour traffic was obtained from the City Traffic Operations staff (Appendix A). This intersection operates acceptably as indicated in Table 1. Calculation forms are provided in Appendix B. Acceptable operation is defined as level of service D or better. The proposed auto detail shop will be located on a parallelogram shaped lot that is 200+ feet along McClelland Drive and 120+ feet along Swallow Road. A copy of the site plan is provided in Appendix C. The Swallow Road access is proposed to be "in only." The McClelland Drive access will accommodate two-way traffic. The detail shop is expected to employ 8 persons. Cars to be detailed will typically come w from auto dealers in Fort Collins. Traffic by the general public will be minimal. Z This use is not listed in Trip Generation, 5th Edition_, > ITE. Interviews were conducted with Phillip Taylor in order to develop trip generation estimates. Table 2 shows the daily o and peak hour trip generation. Typically, the highest intensity of vehicular traffic will occur at the beginning and a end of the work day. This work day may not occur at the peak Q Y Y Y a hour of the street. During the course of the day, employees z ferry cars to/from local auto dealers on a 2-5 hour cycle. cc Two or three cars can be detailed at one time. Given the existing traffic volumes and the nature of trip generation from this proposed use, the traffic impact will be negligible.