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Home My WebLink About203 W MULBERRY PUD PRELIMINARY AND FINAL - 41 90 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYin ui a s _v J W 0 W 2 H F- Q rE Memorandum r To: Jerry King $ Rick Ensdorff, Fort Collins Traffic Engineer 19 Fort Collins Planning Staff o M From: Matt Delich Date: August 17, 1990 Subject: Traffic Analysis for King Auto Sales at Mulberry/ Mason intersection A used car sales lot has been proposed at the southwest quadrant of the Mulberry/Mason intersection in Fort Collins, Colorado. This parcel is not being used at the present time, but has been used for used car sales in the past. This site has two driveway curb cuts to Mason Street, approximately 190 and 210 feet south of Mulberry Street. There is one existing driveway curb cut to Mulberry Street, approximately 40 feet from Mason Street. Mason Street is one way northbound and is classified as an arterial street. It has a rail line down the middle that causes little operational problems except when an infrequent train is present. It has two northbound lanes plus the rail lane. During most of the day the rail lane is used by motor vehicles as a traffic lane. Parallel parking is allowed on each side of the street. The Mulberry/Mason intersection is signalized. The post speed limit on Mason Street is 25 mph. Z Mulberry Street is an east -west street classified as an w arterial street. Mulberry serves as a major access street to z the Fort Collins central business district and to College zAvenue (the major north -south street in Fort Collins). Mulberry is a four lane street. There is an eastbound left- ? turn lane on Mulberry at Mason. This left -turn lane turns into a two way continuous left -turn lane west of the subject o property. There is no parking on Mulberry Street east of a Howes Street. The posted speed limit is 25 mph. cc a Figure 1 shows recent peak hour traffic counts at the (n Mulberry/Mason intersection. Raw traffic count data is cc provided in Appendix A. With the existing signal control, this intersection operates acceptably as shown in Table 1. c.) Calculation forms are provided in Appendix B. LL ¢ rar-r,P�,rAu 1 x F-q 1985 I-1('M,-. SP " �INALJZEU Ji\1IL.jR,..3)ECTJ0N3 ., 1. SUMMARY REPOR .411. All U c. 1 :4:, * _.v -V A: A., V A. A: W. V x:. A: 1: 4. A., :t A, Y. A: -V 'C i Af, V. A, A. A.. 3, A, :4: *1 A" "C I N T E'R C1 10 NI 11) ARF,.'A. f'YPE.. Cf D ANAI.AS1 ... mjd D A,r F. 11 5) 9 (k); T I MF ....... COMMI"Y'r, v 0 1.) H GE 0M E TFI.Y FH B w B N1 P, Er. U,I1'.1, ki 13 SR L 1' 7 5 0 32 0 1" 12 0 T 12. 0 LT 1 0 12 0 I 111 483 0 T 12 0 -1 12 . 0 TR 12. 0 1 R, 1 0 1 ? 8 76 0 T 12.0 R 12.0 12 - 0 12 . 0 RR 0 0 0 0 1 0 12.0 12 , .0 12.0 I .. 0 12.0 12.0 1 ? fj 1 .0 12 . 0 1 0 i 0 .. ..... .... ... . A 1) J U S 1 MF ' NT FACTORS ... ... .... G'R A 1) E� I -I v AOJ Pl<(':" 6� 1.1 S E S PlIF PEDS FIED F;Ll't APR.. TYPE (T) %) Y/N NIII N. b yp" i 1.1 T 0.00 1.00 N 0 0 '90 50 N 11 W 1,11 0.00 2.00 0.90 50 1"! 11 3 ?1 N1 L'. 0.00 2 - 00 y 20 1 0 . 90 so 1\1 ? 5 .9 SE'. 0.00 2 .00 N 0 0 0.90 50 N 2 5) 8 SIGNAL SETTINGS CYCIA LEMYTH 60 0 PFI. 1 1:1 H 2 f", I, 1 PH 1 PH— P H 3 PI 1.- 4 B I_ T x NB 1-1 x [11 x T H x R'r RT x 1") D x F, D x w b LT S B LJ I I.] x I'll IR V T 'N P I P 1) x p D GREEN 30.0 0.0 1) 11.0 GRE: EN 20.0 0.0 0.0 0 y E.. L L C) w 5..() 0 0 0 0..0 Y E. L L, 0 w 5. 0 0. 0 O..o 0 0 1.11EVEI., 01" SERVI.CE _,.ANE ORP V/C ('11 � .1 DELAY L CIS APP.. DELAY A PP . I 0S. F., B L 0, 19 9 0.533 5..6 B 6. 0 Ell 0.331 0.53 6 . I B 1AB r 0. 2119 0. 535 5 .. 7 6 4.0 A P, 0.165 0.900 0.3 A N! Ell LTR 0.427 0.3167 1 1 0 61 1 1 .0 B I N I' L", R S E CT 10 N D e. I 1 5 s v e h V/(., 0-370 LO..") 6 1985 1-1 C M : S 10- ki A L J 7 E D I W I E R'S E C'T I ("I NS SUMMARY RF[.`(.)R'f .41 311 :if * *.4f It., IV Ill. 3f * 3f V * '.4f * Af * 4: Aw * If I:* I'l: *4 .4' 4: 'r. if I: A, 3: *'A,* A: Af If 4: 1: IfAf .4:4:, )If 3: '4: 3'. '.4f I: INTERSECTJON. mulborry/InaSot-I AREA TYPC'-.. CIBD ANALYSI . . . . . . . . nij d DA V I.-.. �31 15 )0 TI, ME ..... COMMENT...... VOLUMES : GEOMETRY EB w ["I N sE EB w F" NB s B LT 104 0 A t5 0 1., l20 T 12-0 LT 12.0 12.0 T H 572 520 312 0 T 12 . Q T 12 . 0 TR 12-0 1 21 . 0 1"H' 0 191 65 0 1' 1 2: . 0 R 12.0 12.0 12.0 RR B 0 0 0 12.0 1 2 . 0 12.0 12 , 0 12.0 12.0 12.0 12.. 0 12-0 12.0 12.0 12,0 .. . ... . ... ADJUSTMENT FACTORS G R A 1, 1-," 1.1 v Al-)J '1:1KC3 BUSES PHF PEDS P E D BUT. ARR. TYPE Y/N Nm Nb Y/N ni i n T EB 0.00 2 1\1 e 2 0.90 so N 1 '1 W B 0.00 4., 00 N 0 2 0.90 50 N 11.3 3 NB 0,00 2.00 Y 20 1 0.90 50 N 25.8 s SB 0.00 2.00 M cl Q 0.90 50 N 25.9 3 SIGNAL SETTINGS CYCLE I-EN('11i = 6 0 0 PHI PH-2 PH-3 PH1 4 PI I I PH-2 PH -a PH -4 EB LT x NB LT /% I' H x TH x RT RI x Po x PC) x W B LT S B 1-1 1+1 x TH R'l x RI Pn x P D I -e F, E t 30 .0 0'.0 0.0 0 . 0 G R 17 ' EN 0 . Q 0.0 0 . 0 YELLOW �5 0.0 0 .. 0 n.n YELLOW 5.0 0,0 B.B a.0 LEVEL OF SERVI.CF LANE G R P v/c olc DELAY Los APP. DELAY AFT L 0 S EB 1'. 0.355 0 51:"3 B.4 B 6.4 B T () . ", 9 7 0.533 G.'I B WB -r 0.2,.55 n.5aa 6- 2 6 4.7 A R n.177 0.90 0.3 A NB LT R 0.494 0. 367 11.5 B 1 . 5 B INTERSECTION: 1) 1 a v = 6.9 (sec/veh) V/(" o"433 Los B 1987) HCM: STGNAl-I.ZED INIERSECTIONS SUMMARY RE, P(7)P I 11, *1 1: 1XI J1, * * xv, 11, * *, * * * * * * *- * * * 41. *1 31, 3: A: "41 1' If, A' :41 If: IV 3.1.1,41,31, A. A. A:, Af, Af N VA, W A: I NI ERSECT I ON mu I berry /m,-ns.cm ARI--'A TYPE. . . CB 1) ANALYS'l ........ mJ d 0 A I'E .......... . 8 // '15 // 9 0 T i hic ........... ;�..Prl pill C (.1 M M E N'l ....... VOI_ MF S (3EOMETRY EB wr. NB se, EB WB NB SB L T 73 0 411 0 12.0 T I ? .0 LT 12.0 12, 0 T H 680 703 291 0 : T 12.0 T 12.0 T R 12.1 . 0 1Z.0 ra 0 145 7.() 0 : T 12.0 R 12.0 12.0 12.0 RR 0 0 0 0: 12.0 12 . 0 1 '21, - 0 12.0 12.0 1.. '1", .0 I"l,0 Z. 12-0 I2_0 12.0 12.0 12.0 R A D E [IV J I AOJ RU°'ES Pf-IF PEDS PED . B, UT. ARP. TYPE M (%) Y/N N rn 1\1 b YIN rn -111 T L-'� B 0-00 1", . 00 N f) 2 0.90 50 N 11 3 wf3 0.00 2.00 1,'1 0 2 0.90 50 N 11 H B 0 � 00 ("I 00 Y C) 1 0.90 50 (%1 25 8 F. 0.00 00 0 0.90 50 N 25,[1 . .... .... . ... .... S'IGINAI... SETTINGS . ..... CYCLE 00,0 PI.!... I PH- "I PH--' P I 1..- 4 1 1,111-21 PH.... P II - EB I-T x NB LT x 'r f-I x Ill x PT R T x 1-11) x P0 x VJB 1- 1 S B LT III x T I I P,r x RT PE) x Flo GREEN 30.0 0-0 0.0 0.0 G RE. E 1\1 20.0 0.0 0.0 0.0 )'FI LOW 5-.0 0,0 0_ 0 0-0 Yl--L.,[-()W 5.0 0. 0 0..0 0 .0 - -- ------ ---- ------- LEVEL OF SERVICE LANE GRP. V/lc G, I/ C DELAY LOS APP. DELAY APP. 1 0 `3 F.6 L 0.316 -1 0.5.>'l 6.2 B 6 . 7 T 0 4 6 0.533 6.8 R Ilk) B T () /1 9 0 - 5 -3:3 6.8 el 5-8 B R () 135 0-900 0-3 A 1\1 B t..TR 0.474 0-367 11.3 B I I .3 P, I N J* F.7 r R . -SEC I* I ON D 0 1 y = 7.3 (seelv(h) v/c 0.477 LOS B APPEI--ILA I X C 1935 HCM: SIGNALIZED INTERSE_TIONS SUMMARY REPORT Z#YXXXatXXFFXXYY'#Y#XZYXX#YF#XX##'YYFXZYFXXY'XXf.YX###YX#F..Y YYX1XXY#f:#XF#XXY:f. INTERSECTION.. mu-berry/mason AREA TYPE ----..CEO ANALYST....... mi: DATE.......... 81/15i90 T IM E..........Y,: no0-. ac COMMENT ...... .. .__ orojecticr E VOLUMES GEOMETRY EE WE, NE; SE - EE WE NB SB LT 105 0 54 0 L i2.0 T 12.0 LT 12.0 12.0 TH 576 52C 319 0 T 12-0 T -.0 TR 12.0 12.0 RT 0 191 73 0 T 12-0 R 12.0 12.0 12.0 RR 0 0 0 0 i2.0 12.0 12.0 12-0 12.0 12.0 12.0 12.0 12-0 12.0 12.0 12.0 -------------------------------------------------------------------------- ADjL'STMENT FACTORS GRADE HV ADj PKG 8OSES PHF PEDS PED. BUT. ARP. TYPE (%) (%) YIN Nm Nb YIN min T EB 0.00 2.00 N 0 2 0.90 50 N 11.3 3 WE 0.00 2-00 N 0 _ 0-90 50 N 11.3 3 NB 0.00 2-00 Y 20 1 0.90 50 N 25-8 3 S6 0.00 2.00 N 0 0 0.90 50 N 25-8 3 -------------------------------------------------------------------------- SIGNAL SETTINGS CYCLE LENGTH = 60.0 PH-1 PH-2 PH-3 PH-4 PH-1 PH-2 PH-3 PH-� EB LT X NB LT X TH X TH X RT RT X PD X PD X WE LT SB LT TH X TH RT X RT PD X PD GREEN 30.0 0.0 0.0 0-0 GREEN 20-0 0.0 0-0 0-1 YELLOW 5.0 0.0 0.0 0.0 YELLOW 5.0 C.0 0.0 0.( -------------------------------------------------------- ---------- -- LEVEL OF SERVICE LAN= GR v;� G;C _7- Y L APP. C_ -" ADP. 2- L •j °2 0.533 6.5 E 6-4 Bf T 0.394 0.533 6.4 B WE T 0.350 0.533 6.2 °. 4-7 A. R 0-177 0.900 0-3 A NB LTR 0.522 0.367 11-7 B 11 7 B -------------------------------------------------------------------------- INTERSECTION: Delay = 7.0 (sec/veh) V/C = 0.447 LOS = E 1935 HCM: SIGNALIZED INTEPSE:TIONS SUMMARY REPORT FXZYYYFFFXFXXXXXXX#XFXXFXXFXXXX##Y#X YXYZXZKXYX I N'TERSECTiUN..mulber r;; mason AREA TYPE ..... C8D AN.ALYS........ mic DATE-------.--8/15/90 T I M....... - - .. e^-+� • c - COMMENT......r z- projection vOLUM-5 a GEOMETRY EB WE, NE SB EB WB NB SB LT 74 0 52 0 L 12.0 T 12.0 LT 12.0 12.0 TH 684 706 297 0 T 12.0 T 12.0 TR 12.0 12.0 RT 0 145 78 0 T 12.0 R 12.0 12.0 12.0 RR 0 C 0 0 12.0 12.0 12.0 12.0 i2.0 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 (%) (%) YIN NM No YIN min T EB 0.00 2.00 N 0 2 0.90 50 N 11.3 3 WE; 0-00 2-00 N 0 2 0.90 50 N 1i.3 3 NB 0.00 2-00 Y 20 1 0.90 50 N 25.8 3 SB 0.00 2.00 N 0 0 0.90 50 N 25.6 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 RT X PD X PD X WB LT SB LT TH X TH RT X RT PD X PD GREEN 30.0 0.0 0.0 0.0 GREEN 20.0 0.0 0.0 0.0 YELLOW 5.0 0.0 0.0 0.0 YELLOW 5.0 C.0 0.0 0.0 -------------------------------------------------------------------------- LEVEL OF SERVICE AK- Gz:P. V/C _/C DEL:. LOS APP. DELAY ADP. LCE EE 0.322 u.- 6.- 8 ,..7 B T 0.468 0. 531 6.8 B WE T C.48, 0.53:. 6-9 B 5-8 B R 0.135 0.900 0.3 .A NB LTR 9 502 1-367 11.6 B 11.6 B -------------------------------------------------------------------------- INTERSECTION: De -:ay = (sec/veh) V/C = 0-490 LOS = 6 1985 HCM: UNSIGNALiZEO INTERSECTIONS Paae-? zzx xz.:sxxxxxxxxzxzxxxxxzxzzxxzrxaxxxszxz xxxxxx xxszxx.zsxzxzxxxxzxa:zxs IDENTIFYING INFORMATION AVERAGE RUNNING SPEED. MAJOR STREET.. 30 PEAK HOUR FACTOR--------------------- -9 AREA POPULATION ...................... 80000 NAME OF THE EAST/WEST STREET --------- mulberry NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 6/15/90 TIME PERIOD ANALYZED ................. noon e� OTHER INFORMATION.... projection INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- ES WE, NB SE ---- ---- ---- ---- LEFT C. 6 __ THRU 676 574 0 -- RIGHT 6 0 5 -- NUMBER OF '_ANES --------------------------------------------------------------------- E WE, --------------------- LANES ! I ------- i -- CAPACITY AND LEVEL -OF -SERVICE Raoe-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcah) c (Pc,^h) c pcPh) c = c - v LOS e M CH k SH ------- -------- --------- ------------ ------------ --- MINOR STREET NB LEFT 6 105 104 > 104 > 98 > E > 16? > 170 >D RIGHT 6 719 719 > 719 > 713 > A MAJOR STREET WB LEFT 7 452 452 452 445 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... mulberry NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS..... 8/15/90 noon >t OTHER. INFORMATION.... projection 1985 HCM: UNSICN.AITZED INTERSECTIONS Face-1 .;;t......tStS2Y1.....tZ1'Zfl._*....................... i.............. IDENTIFYING INFORMATION AVERAGE RUN6•ING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... .9 AREA POPULATION ...................... 80000 NAME OF THE EAST/WEST STREET......... mulberry NAME OF THE NORTH/SOUTH STREET_ ---- access NAME OF THE ANALYST... ............... mid DATE OF THE ANALYSIS (mm/dd/yy)...... 8/15/90 TIME PERIOD ANALYZED ................. n+ecn pm OTHER INFORMATION.... projection INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------ INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STCF SIGN TkAFFIC VOLUMES --------------------------------------------------------------------- ES WB NB SB ____ ____ ____ ____ '_EFT 0 THRU 753 755 0 -- R IOHT a 0 5 -- NUMBER OF LANES ------------------------------------------ _____ EE• WB NE S CAPACITY AND LEVEL -OF -SERVICE Page-3 -------------------------------------------------------------- — ---- POTEN- ACTUAL =LOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (ocph) c (pcph) _ - - v LOS p M SH k SH ' ------- -------- --------- ------------ ------------ --- I MINOR STREET NB LEFT 6 75 75 > 75 > 68 > E > 135 > 122 >D RIGHT 6 685 685 > 685 > 679 > A s1AJQi1 C.i C,_cT . WB LEFT 4 405 405 405 402 A IDENTIFYING INFORMATION ------------------------------------------------------ NAME OF THE EAST/WEST STREET ------ mulberry NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS..... 8/15/90 :+•_+on pm OTHER INFORMATION.... projection 196 HCM: UNSICNALIZED INTERSECTIONS Page-1 ..*t.zxx.sxxs:xxzx:x.:r.xsxx.szxzxxx.:z.:.xar r...............** ........... IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... .9 AREA POPULATION ...................... 80000 NAME OF THE EAST/WEST STREET......... access NAME OF. THE NORTH/SOUTH STREET....... mason NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 8/15/90 TIME PERIOD ANALYZED ................. noon sx projection OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES -------------------------------------------------------- -------- EB WE- NB SB ---- ---- ---- ---- LEFT 23 -- 29 C. THRU 0 -- 423 0 RIGHT 0 -- 0 0 NUMBER OF LANES --------------------------------------------------------------------_ EB WB N=. --------------------- -------- LANES 2 -- t CAPACITY AND --------------------------------------------------------------------- LEVEL -OF -SERVICE Page-3 POTEN- ACTUAL FLOW- TIAL MOVE ME n'T SHARED RESEPVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (ccoh) c (pcph; ^ (ocph) = c - v L 0 5 p ------------------------ M ------------ SH P SH ------------ --- MINOR. STREET EB LEFT 28 548 537 537 509 A RIGHT 0 1000 1000 1000 1000 A MAJOR STREET NB LEFT 35 1000 loco 1000 965 A IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... access NAME OF THE NORTH/SOUTH STREET.... mason DATE AND TIME OF THE ANALYSIS..... 8/15/90 noon T" projection OTHER INFORMATION.... 1985 HCM: UNSIGN.ALIZED INTERSECTIONS Page-1 ZZ.. ZZZY YZZZZZ>...ZZZZ ZZYXZZ YY ZZYYZZ..ZZX%.....ZZYZRX.. Y ZYZZYY.... IDENTIFYING INFORMATION ------------------------ ------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... .9 AREA POPULATION ...................... 80000 NAME OF THE EAST/WEST STREET......... access NAME OF THE NORTH/SOUTH STREET....... mason NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 8/15/90 TIME PERIOD ANALYZED. ................ &aoao pm projection OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES ------------------------------------- ------ --------------------- EB WB NE SB ---- ---- ---- ---- LEFT 22 -- I7 0 THRU 0 -- 405 0 RIGHT 0 -- 0 0 NUMBER OF LANES --------------------------------------------------------------------_ W°. NB ------- ------- ------- ------- LANE_ 2 1 ;l CAPACITY AND --------------------------------------------------------------------- LEVEL -OF -SERVICE Page-3 POTEN- ACTUAL FLOW- TI.AL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS p --- -- -------- M --------- ------------ SH R SH ---------- --- MINOR STREET EB LEFT 27 572 565 565 538 A. RIGHT 0 1000 1000 1000 1000 A MAJOR STREET NB LEFT 21 1000 1000 1000 979 A IDENTIFYING INFORMATION ------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... access NAME OF THE NORTH/SOUTH STREET.... mason DATE AND TIME OF THE ANALYSIS..... 8/15/90 projection OTHER INFORMATION.... Table 1 Existing Peak Hour Operation Operation (Delay - Sec./Veh.) Intersection AM Noon PM Mulberry/Mason (signal) B (6.5) B (6.9) B (7.3) The proposed use for this parcel is used car sales. Trip generation from the proposed use was estimated using Trip Generation, 4th Edition, ITE. This reference provides trip generation rates for a new car sales use. The new car sales use as described in Trip Generation, 4th Edition has new car sales/showroom, vehicle service facilities, auto parts sales, a used car area, and leasing of vehicles. The proposed use is for used car sales with the service area confined to washing and minor repair of vehicles. The service area would be used for on -site vehicles rather than vehicles from the general public. Due to this use being limited to used car sales only, the trip rates for new car sales listed in Trip Generation, 4th Edition were factored by 40 percent. The expected trip generation on a daily, and noon and afternoon peak hour basis is shown in Table 2. The morning peak hour of the street is not expected to be impacted since vehicle service to the general public will not be at this facility. Table 2 Trip Generation Noon PM Use Daily In Out In Out Used Car Sales 600 42 33 24 32 Bldg., 31 KSF Figure 2 shows the noon and afternoon peak hour trips from/to this proposed use along with the existing background traffic. Background traffic was not increased since traffic volumes have been relatively stable in the central part of Fort Collins over the past few years. This conclusion is based on recent annual counts along College Avenue near the Fort Collins central business district. Table 3 shows the operation at the Mulberry/Mason signalized intersection and the driveway curb cuts using the traffic shown in Figure 2. Calculation forms are provided in Appendix C. Operation at the Mulberry/Mason intersection does not change significantly. Operation at the Mason Street curb cuts will be acceptable. Table 3 Projected Peak Hour Operation Intersection Mulberry/Mason (signal) Mulberry/access NB LT/RT WB LT Mason/access EB LT Operation (Delay - Sec./Veh Noon PM B (7.0) A A B (7.3) A Consideration should be given to either consolidating the two curb cuts or making the northernmost cut an in only and the southernmost cut an out only. The separation of the two curb cuts by direction still maintains each and involves little or no expense for the developer. Keeping both curb cuts with two way traffic at each creates a multitude of conflict points in this area. Exits at the Mulberry Street curb cut will operate acceptably with a single exit lane. There will be times when a queue of vehicles on Mulberry Street will prevent exits. There is little that can be done to improve this. Westbound vehicles on Mulberry Street will experience difficulty entering the site at the Mulberry curb cut. While the operation is acceptable, the closeness of the curb cut to Mason without the possibility of having a left -turn lane presents a safety concern. As with the exiting vehicles, there is little that can be done to improve this situation. If this access were made a right-in/right-out access, enforcement would be difficult without a median on Mulberry Street. Given the low trip generation, in general, and the low number of vehicles that are expected to use the Mulberry curb cut for left -turn ingress and egress, in particular, it is recommended that nothing be done at this time. Should conflicts occur after the proposed use opens and traffic access becomes stable, a remedy should be sought. Q N AM/NOON/PM RECENT PEAK HOUR TRAFFIC COUNTS Figure 1 PEAK HOUR SITE AND BACKGROUND TRAFFIC Q N NOON/PM Figure 2 A f--,> r--,> BI-J b I X r'1 CITY OF FORT COLLINS Site Code : 00000019 PAGE: 1 N-S Street: NAS H 51. FILE: 29 E-N Street: MULBERRY ST. SUNNY Movements hy: Primary DATE: 8130!E9 Time .... From North .... .... From East .... .... From South .... .... From Nest .... Vehicle PD/EK Begin PD/RK RT TH.9U LT PD/BK AT THAO LT PO/BK AT THRU LT PD1BK RI TNAU LT Total Total 7:30 5 0 0 0 2 37 103 0 4 5 43 3 0 0 130 13 345 _ 11 7:45 3 0 0 0 3 64 123 0 B 9 91 13 0 0 161 24 499 14 9 TOTAL 8 0 0 0 5 101 226 0 12 14 134 16 0 0 291 37 89.4 2S 8:00 AM 3 0 0 0 5 43 61 0 1 3 66 3 0 0 102 20 312 . 9:15 2 0 0 0 t 34 78 0 . 10 56 8 1 0 90 18 295 5 DAY TOTAL 13 0 0 0 11 173 365 0 14 27 256 32 1 0 483 75 1455 _. PEAK PERIOD ANALYSIS FOR THE PERIOD: 1:30 AM - 03:10 AM DIRECTION START PEAK NA ........... VDLUMES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PD/BK Right Thru Left Total PD/BK Right Thru Left North 12:00 AM 0.00 11 0 0 0 0 0 0 0 0 East 7:30 AN 0.73 II 17B 365 0 543 2 33 67 0 South 7:30 AN 0.70 14 27 256 32 315 4 9 81 10 Nest 7:30 AM 0.75 1 0 483 75 558 0 0 97 13 Entire Intersection North 7:30 AN 0.00 13 0 0 0 0 0 0 0 0 East 0.73 11 178 365 0 543 2 33 67 0 South 0.70 14 27 256 32 315 4 9 81 10 Nest D.75 1 0 483 75 558 0 0 87 13 CITY OF FORT CD:LINS Site Code : 00000029 PAGE: I N-S Street: MASON ST. FILE: 29 E-N Street: MULBERRY ET. SUNNY Movements by: Primary DATE: 81CNE9 PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:30 AM - 08:30 AM DIRECTION START PEAK HA ........... VOLUNES ........... ...... PERCENTS ....... FRDM PEAK HOUR FACTOR PD/BK Right Thru Left Total PD/BF. Right Thru Left North 7:30 AS 0.00 13 0 0 0 0 0 0 0 0 East 7:30 AN 0.Ta 11 178 365 0 543 2 33 67 0 South 7:30 AM 0.70 14 77 156 32 315 4 9 BI 10 Nest 7:30 AM 0.75 1 0 483 75 S9 0 0 97 13 Entire Intersection North 7:30 AN 0.00 33 0 0 0 0 0 0 0 0 East 0.75 11 178 365 0 543 33 67 0 South 0.70 14 27 256 32 315 4 9 at !0 Nest 0.73 1 0 483 75 558 0 0 B7 13 MASON ST. ... N W—+—E S ...••• 509... CPD/BK3 13 ; O ; O ; 0 1............: 11 CPD/BK.3 .................. .................. ___ 0 ____ __ 178 .......... 397 .................. ; __________________ ... MULBERRY ST. 543 365 ------------ 75 -- -- 0 483 558 MULBERRY ST. ... ____________ .................. 510 .......... O:.I5 .................. .................. CPD/BK] 1 ;............1 32 ; 256 ; 27 ; 14 CPD/BI!3 . O .... MASON ST. CITY OF FORT COLLINS Site Code : 00000029 PAGE: 1 N-S Street: MASON ST. FILE: 29 E-N Street: MULBERRY ST. SUNNY Movements by: Primary DATE: ?!FONT Time .... From North .... .... From East .... .... From South .... .... From Nest .... vehicle POND{ begin PD/BK RT THRU LT P➢/BK AT THRU LT PD/BK AT THRU LT PD/BK AT THRU LT Total Tcta: 12:00 PM 3 0 0 0 I 34 152 0 10 N 90 17 2 0 157 26 506 16 12:15 0 0 0 0 6 52 109 0 9 14 82 14 7 0 124 23 439 12:30 5 0 0 0 3 60 127 0 8 IB 59 11 2 0 136 25 453 19 12:45 4 0 0 0 3 45 133 0 15 19 82 4 3 0 155 30 493 215 HR TOTAL 12 0 0 0 13 191 520 0 42 65 312 46 14 0 172 104 1A91 21 DAY TOTAL 12 0 0 0 13 191 520 0 42 65 312 46 14 0 572 104 I89I .. PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:00 PH - 01:00 PH DIRECTION START PEAK III ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK MOOR FACTOR PD/SK Right Thru Left Total PD/BK Riuht Thru Left North 12:00 PM 0.00 12 0 0 0 0 0 0 0 0 East 12:00 PH 0.95 13 191 520 0 711 2 27 73 0 South 12:00 PM 0.87 42 65 312 46 423 10 15 74 11 Nest 12:00 Ph 0.91 14 0 572 104 676 2 0 85 15 Entire intersection North 12:00 PH 0.00 12 0 0 0 0 0 0 0 0 East 0.95 13 191 520 0 711 2 27 73 0 South 0.87 42 65 312 46 423 10 15 74 11 lest 0.91 14 0 572 104 676 2 0 85 15 CITY OF FORT COLLINS Site Code : 00000029 PAGE: I N-S Street: MASON ST. FILE: 29 E-e Street: MULBERRY ST. SUNNY Movements by: Primary pp7c; g!3p!?? PEAK PERIOD ANALYSIS FOR THE PERIOD: 12:00 PM - 01:00 PM DIRECTION START PEAK HR ........... VOLUMES ........... ...... PERCENTS ....... FROM PEAK HAIL? FACTOR PD!EK Right Thru Left Total P➢/DK Right Thru Left North 12:00 PM 0. DO 12 0 0 0 0 0 0 0 0 East 12:00 PM 0.95 13 19f 520 0 711 2 27 T 0 South 12:00 PH 0.57 42 65 312 46 423 10 15 74 11 Nest 12:00 PM 0.91 14 0 572 104 676 2 0 S 1S Entire Intersection North 12:00 PM 0.00 12 0 0 0 0 0 0 0 0 East 0.95 13 19l 520 0 711 2 27 73 0 South 0.01 42 65 312 46 423 10 15 74 11 Nest 0.91 14 0 Sr 104 676 2 0 M 15 MASON ST. ...I N ..... W—+—E ............ S ............1 .. 607 .... CPD/BK3 12 1 0 1 0 1 0 1............: 13 EPD/BK3 . ................. ___ 0 __—_ __ 191 .......... 566 .................. 1 __________________ ... MULBERRY ST. __—________ 711 520 104 -- -- 0 572 676 MULBERRY ST. ... .• •. 637.......... 0 — _-- 423 -- .................. __________________.e .................. --____________ CPD/BK3 14 1............1 46 1 312 1 65 1 42 1PD/Bi'3 MASON ST CITY CF FORT COLLINS Site Cade 1 00000029 PAGE: 1 N-S Street: MASON ST. FILE: 29 E-N Street: MULBERRY SUNNY Movements by: Primary DATE: 8110f99 Time .... From North .... .... Free East .... .... Free South .... .... Free Nest .... Vehicle PD!E 11 Begin PDIBK RT THP.0 LT PDIBK RT TBRU LT PDIBK RT THRU LT PD/BK AT THRU LT Total Teti'. 4:30 2 0 0 0 0 41 171 0 14 19 75 15 4:45 0 0 0 0 3 39 163 0 11 76 12 IB TOTAL 2 0 0 0 80 334 0 25 41 151 27 5:00 PM 70 0 0 6 30 01 0 13 13 64 10 5:15 I 0 D 0 Y 173 0 8 16 56 7 2 0 122 19 540 IS 4 0 166 18 514 IB 6 0 348 r, 1054 36 2 0 183 19 553 Z3 1 0 149 17 471 13 DAY TOTAL 5 0 0 0 12 145 703 0 46 70 291 44 9 0 6B0 73 2079 72 PEAK PERIOD ANALYSIS FOR THE PERIOD: 04:30 PM - 05:30 PM ➢IRECTION START PEAK HR ........... YOUNG ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PD/BK Right Thru Left Total PDIBK Right Thru Left North 4:30 PM 0.00 5 0 0 0 0 0 0 0 0 East 4:30 PM 0.76 12 145 703 0 848 1 17 83 0 South 4:30 PM 0.92 46 70 291 44 405 11 17 72 it Nest 4:30 PM 0.93 9 0 680 73 753 1 0 90 10 Entire Inteructim North 4:30 PM 0.00 5 0 0 0 0 0 0 0 0 East 0.96 12 145 703 0 B48 1 17 83 0 South 0.12 46 70 291 44 405 11 17 72 11 Nest 0.93 9 0 680 73 753 1 0 90 10 CITY OF FORT COLLINS Site Code : 00000029 PARE: 1 N•S Street: MASON ST. FILE: 29 E-N Street: MULBERRY ST. SUNNY Movements by: Primary DATE: 9!COi 89 PEAK PERIOD ANALYSIS FOR THE PERIOD: 04:30 PM - 05:30 PS DIRECTION START PEAK 4R ........... VOLUMEES ........... ...... PERCENTS ....... FROM PEAK HOUR FACTOR PDIBK Right Thru Left Total PDIBK Right Thru Left North 4:30 PM 0.00 5 0 0 0 0 0 0 0 0 East 4:30 PM 0.96 12 145 703 0 849 1 17 83 0 South 4:30 PM 0.92 46 70 29l 44 W. 11 17 72 11 Nest 4:30 PM 0.93 9 0 680 73 7S3 1 0 90 10 Entire Intersection North 4:IO PM 0.00 5 0 0 0 0 0 0 0 0 East 0.96 12 145 703 0 849 1 17 83 0 South 0.92 46 70 291 44 405 11 17 72 11 Nest 0.93 9 0 680 73 753 1 0 90 10 MASON ST. N ___ ... W—+—E ............ I S 1 ..•••• 509 ... EPD/BK3 5 1 O 0 1 0 1............ x_______________— 12 EPD/8IK3 .................. .................. ___ 0 ____ __ 145 .......... 747 .................. 1 I __________________ ... MULBERRY ST. 848 703 73 -- ------------------ -- 0 690 753 MULBERRY ST. ... ------------ 0 __ — — — 405 — — — — .................. .................. __________________x EPD/BK3 9 1............I 44 291 1 x_________________ 70 1 46 EPD/BY.3 .. 0 ... ... MASON ST. ,