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Home My WebLink AboutSAVE MOR SELF STORAGE PUD PRELIMINARY AND FINAL - 27 93 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY1985 HCH: IINSIGNA.LIZED INTERSECTIONS v YtY ZY.Y'K.IY:vvy..KY.Yz:Y fKYzv',v.�',•iYY �•:i<Y.1.YI.Yii,vi':tYYYV Yi f',.I:. ..I: Y: i:.K z.✓K.Y Ki t"v: Y:v Yzi IDENTIFYING INFORMATION -------------------------------------- - ---------------------- AVERAGE RUNNING SPEED, MAJOR STREET.- 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ------ -------- ---- --- 100000 NAME OF THE EAST/WEST STREET--------- linden center drive NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST----------------- mid DATE OF THE ANALYSIS (mm/dd/yy)------ 5/1/9°• TIME PERIOD ANALYZED ................. am 0short long OTHER INFORMATION_... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION M.AJOF+ STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTEOUND: STOP SIGN TRAFFIC V01-LIMES --------------------------------------------------------------------- EF, WE; NB Sn ---- ---- ---- ---- LEFT 10 -- 10 0 THRU 0 __ 270 -40 ;'IBHT 15 -- 0 lip NiiMOE, OF L-K:FS ---------------------------------------------------------------------- ,.. wr, iil. _ r CAPACITY AND LEVEL -OF -SERVICE POTEN- ACTUAL FLOW- TI AL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(Pcohi c (Pcoh) C tocPh) c (pcoh) = c - v LOS o M SH R SH ------- -------- --------- ------------ ------------ --- MINOR STREET Eo LEFT 11 476 472 > 472 > 461 > A 642 > 615 %A RIGHT 17 845 845 845 > 829 > MAJOR STREET NB LEFT 11 938 938 93s 927 r. 10E•ITIFYINC INFORMATION -------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... linden cenier drive NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANAL1•GL- 5/1j9:• a,u Pm sh o'-t lone OTHER INFORMATION---- 0 e 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 #x#Yx.R#XxWW#Zxx##xA:XX#W##XY#xY#Y#W'YxWY:#v'YY'Y'.YxWx#A.W Y.XX I'. I:YWWYX]YWX###x#W IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET --------- linden center drive NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mjd DATE OF THE ANALYSIS (mm/dd/yy). TIME PERIOD ANALYZED ................. am pm short long 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 SE, ---- ---- ---- ---- LEFT 10 -- 15 0 THRU 0 -- 125 235 RIGHT 10 -- 0 i0 NUMBER OF LANES ------------------------------------------------------------ EB WE, ------- -------------- -------- CAPACITY AND LEVEL -OF -SERVICE Paae-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL 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 ES LEFT 11 575 569 > 569 > 558 > A 682 > 660 >A RIGHT 11 850 850 > 850 > 839 > A MAJOR STREET NB LEFT 17 942 942 942 926 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... linden center drive NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYSIS..... 5/1/93 art pm short iong OTHER INFORMATION.... m 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 XA:X XtXXX.W\:%XXXY.XX XX X".<YK:KK KKX'tY.XXXX>Y.XJ[rX.V'.<XXXYYtX<Y.XYXXXXI.'X MX>.YYX X.Y.:YA IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... fort Collins self storage NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/93 TIME PERIOD ANALYZED_ -------- ----- am Bshort gong OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL --------- -----------------------------------------------------------. INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES EB WP, NB SE ---- ---- ---- ---- LEFT 5 -- 5 0 THRU 0 -- 230 245 RIGHT 5-- 0 NUMBER OF LANES --------------- --------------------- WE NE. CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL. FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (ocoh) c (ocph) c (PcPh) c = c - v LOS p M SH R SH --------------- --------------------- ------------ --- MINOR STREET EB LEFT 6 471 469 > 469 > 463 > A 602 591 >A RIGHT 6 843 843 > 843 > 837 > A MAJOR STREET NB LEFT 6 938 938 938 932 F IDENTIFYING INFORMATION --------------------------------------------------------------------- NAME OF THE EAST/WEST STREET...... fort Collins self storage NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYSIS..... 5/1/9;, : am V short long OTHER INFORMATION.... v c I981-. HCMUNSIGNALIZED INTERSECTIONS Faye -I K 9"tRfi �. v.f:♦ �v.f +. Y't x. a:tY.t.K.f.aYl'a.taV".x'}.xl.t♦r�Rttx'xtAf. x.r tY. ltt'if x:x Y#�v-a t J.1 IDENTIFYING INFORM.',TION -- — --------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ...................... 1 AREA. POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... fort Collins self storage NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/93 TIME PERIOD ANALYZED ................. am om short long 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. SF ---- ---- ---- ---- LEFT 5 -- 5 0 THRU 0 -- 135 240 RIGHT ,-- 0 5 NUMBER OF LANES --------------------------------------------------------------------- EE: WE. NE St. --------------------- LANE1 ------- i i CAPACITY AND LEVEL -OF -SERVICE Pa ae-3• --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TI AL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcoh) c (pcoh) c (Pcph) c = c - v LOS p M SH R SH ------------------------------------------------ --- MINOR STREET EB LEFT 6 573 571 > 571 > 566 > A > 682 > 671 >A RIGHT 6 848 848 > a48 > 842 > A MAJOR STREET NB LEFT 6 942 942 942 937 IDENTIFYING INFORMATION ----- ----------------------------------------------------- NAME OF THE EAST/WEST STREET...... fort Collins self storage NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYSIS..... 5/1/9S am m short long OTHER INFORMATION.... 1965 HCM UNSIGNALIZE❑ INTERSECTION"; �aqe-1 YYtX«i).YtiiikiYYiiiY Yii X.K.kKiY X.iYY.K.K.<SYY.aX Ri1kKYYiX.<Y<i.Et i.RY i:Y <:. Y.KYX). IDENTIFYING INFORMATION ---------------------------------------------------------- ----------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... vine NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mjd DATE OF THE ANALYSIS (mm/dd/yy)..._.. 5/l/93 TIME PERIOD ANALYZED ................. am pm long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND- STOP SIGN TRAFFIC VOLUMES ----- ------- ----------------------------------------------------- EB WE NF. SF. ---- ---- ---- ---- LEFT 20 75 55 15 THRU 155 180 170 135 RIGHT 35 15 60 10 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WE, NB _P, ------- ------- ------- ------- LANE- LAN-, U_.AGE i l:. L CAPACITY AND LEVEL -OF -SERVICE f'aye-3. --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = - - v LOS p M SH R SH --------------- --------- ------------ ------------ --- MINOR STREET NB LEFT 61 366 264 264 203 C THROUGH 187 518 482 > 482 > 295 > C RIGHT 66 995 995 > 557 995 > 304 929 >8 A MINOR STREET SB LEFT 17 316 200 200 184 THROUGH 149 511 476 > 476 > 327 > o RIGHT 11 995 995 > 494 995 > 334 984 >B A MAJOR STREET EB LEFT 22 895 895 895 873 A WB LEFT 83 901 901 901 816 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... vine NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYSIS..... 5/1/93 ; aR om long OTHER INFORMATION.... 1985 HCM- UNSIGNALIZED INTERSECTIONS XX. ...Y.Y 1.I.Y.fMYA.XX #"f:Yv YSY%.f'.fA:%X%YY.Y.tA.#YYXYY%M:tXXXYX%Y..Y YXYX%k%YY«X%.:L f.Y1� IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR--------------------- 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... vine NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/93 TIME PERIOD ANALYZED ................. 9 Pm long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ------------------------ ----------------------------------------- INTERSECTION TYPE: 4-LEG MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN CONTROL TYPE SOUTHBOUND. STOP SIGN TRAFFIC VOLUMES ----------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT 5 30 30 15 THRU 715 140 65 180 R1(iHl 3C. F� 40 10 NUMBER OF LANES AND LANE USAGE EE. WE'. NF SB -------------- -------------- LANES _ LANE USAGE T„ TR CAPACITY AND LEVEL -OF -SERVICE Paae-5. --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (PcPh) _ (Pcph) c (pcph) c = c - v LOS P M SH R SH ----- -------- -------- - ------------ ------------ --- MINOR STREET NB LEFT 33 369 251 THROUGH 72 552 537 RIGHT 44 969 969 MINOR STREET SB LEFT 17 414 359 THROUGH 198 541 527 RIGHT 11 996 996 MAJOR STREET EB LEFT 6 948 948 WB LEFT .,_ 840 640 251 218 C > 537 > 465 > A > 647 969 > 531 925 >A A 359 342 > 527 > 329 > o > 540 996 > 331 985 >B A 948 840 IDENTIFYING INFORMATION ------------------------------------------------------ NAME OF THE EAST/WEST STREET...... vine NAME OF THE NORTH/SOUTH STREET.-.. linden DATE AND TIME OF THE ANALYSIS....- 5/1/9S - an pm long OTHER INFORMATION.... 942 A 807 A I 7981• HCM- UNSIGNALIZED INTERSECTIONS Rage-1 XtZZZZX I'X tXf Y" aXxf Yf XXXXx:t'Xf.t YXXXXZY:X YZRXRtXXYYXY'Xf f'Z,YYt:<X1'Y.X XY.IYYYI IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION-.. .................... 100000 NAME OF THE EAST/WEST STREET......... linden center drive NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/9E. TIME PERIOD ANALYZED ................. am un shor, long OTHEP. INFORMATION.... INTERSECTION TYPE AND CONTROL--------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB W5 NB SB ---- ---- ---- ---- LEFT ID -- 10 0 THRU 0 __. 56 68 RIGHT I_ -- 0 9 NUMBER OF LANES --------------------------------------------------------------------- EE WE. Ni. CAL. _______ _______ _______ _______ LANE_ i -- 1 CAPACITY AND LEVEL -OF -SERVICE 'a4 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (pcph) c (PCpit) c (pcph) c = _ - v LOS p M SH ^n SH ------- -------- --------- ------------ ------------ --- MINOR STREET EB LEFT 11 772 766 > 766 > 755 > A > 877 > 853 >A RIGHT 13 996 996 > 996 > 983 > A MAJOR STREET NB LEFT 11 1000 1000 1000 989 IDENTIFYINC INFORMATION ---- NAME OF THE EAST/WEST STREET...... linden center- dive NAME nF THE NORTH/SOUTH STREET._._ linden DATE AND TIME OF THE ANALYSIS..... 51!1/93 : am .rn shor; long OTHER INFORMATION.... 1985 HCM: UNSIGNALIZED INTERSECTIONS Paoe-I r.x.xxxx:.xxxxxr.xzxxxx+rx...xxx x.xa axxax rxv.xvx.xx.v:x xxrxrxxaaxxxxx.aarxa.i xxxar IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... linden center drive NAME OF THE NORTH/SOUTH STREET _...... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yv)...... 5/1/93 TIME. PERIOD ANALYZED ................. a pal ED long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES ---------------------------------------------- ---- ---------------- ER WE. NB SB ---- ---- ---- ---- LEFT -- 12 0 THRU 0 -- 30 50 RIGHT S -- 0 10 NUMBER OF LANES ------------------------------------------------- ----- E^. WF. NF, SE. ------- ------- ------- ------- LANES I-- '� CA'ACIT1AND LEVEL -OF -SERVICE Pa9e-3 . --------------------------------------------------------------------- POTEN- ACTUAL FLOW- 71A.L MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c (Pcph) _ (pcch) r_ (Pcoh) c = c - v LOS p M SH R SH ------- ------- -------- ------------ ------------ -- MINOR STREET EB LEFT 8 823 816 > 816 > 809 > A > 909 > 892 >A RIGHT 10 997 997 > 997 > 987 > A MAJOR STREET NB LEFT 13 1000 1000 1000 987 IDENTIFYING INFORMATION ------------------------------------------------------------ NAME OF THE EAST/WEST STREET linden center drive NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYS'_�..... 5/1/95 any DM shot long OTHER, INFORMATION_... I ;985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 r ra�xa:xrv: r.x:.xa'.:<a:.. xr-♦<s.....:xi:�:x.w.<x>v.v>�a>r.Wz«vrrzxv: ».. r.xzaa�r: a.a a'.r za IDENTIFYING INFORMATION AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ............ .......... 100000 NAME OF THE EAST/WEST STREET......... fort Collins self storage NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1193 TIME PERIOD ANALYZED ................. am um short long OTHEk INFORMATION... - INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WE, NE; SE, ---- ---- ---- ---- LEFT 4 -- _ 0 THRU 0 --'6 13 RIGHT 4 -- 0 4 NUMBER OF LANES --------------------------------------------------------------------- EE. WB NE ------- ------- ------- ------- LANES "t _. 1 I CAPACITY AND LEVEL -OF -SERVICE Paoe --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARE[, RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcoh) c A (pcph) c (Pcph) (pcph; c = c - v LOS p M SH R SH ------- ------- ------- ------------ ------------ --- MINOR STREET EB LEFT 4 765 763 > 763 > 759 > A > 864 > 855 >A RIGHT 4 996 996 > 996 > .992 > A. MAJOR STREET NB LEFT 4 1000 1000 1000 996 .. IDENTIFYING INFORMATION NAME 0= THE EAST/WEST STREET...... =ort Collins sel; storage NAME OF THE NORTH/SOUTH STREET.... iinden DATE AND TIME OF THE ANALYSIS....- 5ii/9:; am om short long OTHER INFORMATION.... fl 96HCM: UNE:IGNALI2EL INTERSECTION', F'nge-1 v.x.x xxnv nnxa•.a♦.axx.ar rvv.vnn'cvv.u:.c.vmx.nnn.:v.rr.x...n vx a.n v.avxc.ar xt avvnazvrnv IDENTIFYING INFORMATION AVERAGE PUNNING SPEED. MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA. POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... fort collins self storage" NAME OF THE NORTH/SOUTH STREET.....:. linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)..... 5/l/9" TIME PERIOD ANALYZED ................. am Pm short long OTHER. INFORMATION.... INTERSECTION TYPE AND CONTROL --------------------------------------------------------------- ---- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES ----------------------------------- --------------------------- EB WE, NF. SE ---- ---- ---- ---- LEFT -- S 0 THRU 57 k]GHT 3 NUMBER OF LANES EI WE, NE; ------- ------- ------- ------- LANES I 1 CAf>ACITI' AND LEVEL -OF -SERVICE --------------------------------------------------------------------- POTEN- ACTUAL FLOW- 71 Al MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITYCAPACITY MOVEMENT v(ocph) c (pcph) c (pcph) c (Pcph) = c - v LOB. P M SH R SH -------------- --------- ----------- ------------ --- MINOR STREET EB LEFT 3 822 820 RIGHT 997 997 MAJOR STREET NB LEFT 3 1000 1000 > 820 > 811 > A > 900 > 893 >A > 997 > 994 > A 1000 997 IDENTIFYING INFORMATION ---------------------------------- -------------'--------- NAME OF THE EAST/WEST STREET...... fort cailins self storage NAME OF THE NORTH/SOUTH STREET.... linden DATE AND TIME OF THE ANALYSIS..... 5/1/95 am on- .h or' long OTHER INFORMATION.... r 1965 HCM: (iNSIGNALIZED INTFRSECTICmiS Paae-1 Y:Fznvnnni.znY.Y:zzznn�.zY:z Y;z An _Y I Y. Y:2 t:Y FlYY •.t Y: Y.F n vz Y. Y.v vA: Y:x xx>AA:Y Y: Yzavn• IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING- SPEED. MAJOR STREET.. 30 "PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET. ........ vine NAME OF THE NORTH/SOUTH STREET....... linden NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)..._._ TIME PERIOD ANALYZED ................. am em snort long OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES --------------- EE WE, NE SS ---- ---- ---- --- LEFT 0 52 36 -- THRU 127 135 G -- F'I GFIT 26 D 39 -- NUMBER OF LANES WE, r' = ------- ------- ------- ------- L CAPACITY AND LEVEL -OF -SERVICE Pave --------------------------------------------------------------------- POTEN- ACTUAL FLOW- IIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcphj c (pcph) c (pcph) c (pcph) c = _ - V LOS p M IS R. SH ------------------------------------------------ --- MINOR STREET NB LEFT 40 615 593 > 593 > 554 > A 73& > 656 >A RIGHT 43 953 953 > 953 > 910 > A MAJOR STREET WB LEFT 57 992 992 992 935 N IDENTIFYING INFORMATION ---------------------- ------------------------------------------ NAME OF THE EAST/WEST STREET...... vine NAME OF THE NORTH/SOUTH STREET._.. linden DATE AND TIME OF THE ANALYSIS..... 5/1/93 am om)short long OTHER INFORMATION.... - ; 98o1 HCM: nN 16NAL12ED INTERSECT !ON`, age-1 IDENTIFYING INFORMATION ----- ---------------------------- ------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION .......... -.— ....- 100000 NAME OF THE EAST/WEST STREET--------- vine NAME OF THE NORTH/SOUTH STREEi...... . linden NAME OF THE ANALYST,.................. mid DATE OF THE ANALYSIS (mm/dd/yy)..--.. 5/l/93 TIME PERIOD ANALYZED ................. call) m)pm short lono OTHER INFORMATION.... INTERSECTION TYPE AND CONTROL ------------------------------------ -------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: EAST/WEST CONTROL TYPE NORTHBOUND: STOP SIGN TRAFFIC VOLUMES ------------------------------------------------------------------- EE; WE, NB SE ---- ---- ---- ---- LEFT 0 27 21 -- THRU 162 101 0 -- R IGPI 24 0 _5 -- NUME•FR OF LANES --------------------------------------------------------------------- EE: WE ----- ---- --—- --- - ------ LA.NE= "! -- CAC'A"IT1 AND LEVEE OF SERVICE %age-i--------------------------------------------------------------------- POTEN- ACTUAL `LOW- TIAL MOVEMEN" SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY" CAPACITY MOVEMENT v(pcph) c (ocph) (pcph) E (Dcph c = - v LOS p M SH R SH ------- -------- --------- ------------ ------------ --- MINOR; STREET NB LEFT 23 634 622 RIGHT 28 917 917 MAJOR STREET WS LEFT 30 987 987 IDENTIFYING INFORMATION 622 > 599 > A 754 i 703 >A, > 917 > 890 > A 987 NAME. OF THE EAST/WE'_:T STREET...... vine NAME OF THE NORTH/SOLITH STREET.... linden D-JE AND TIME 0` THE A,.'ALYSIS..... 5/1/9-� an! om -nog t long OTHER INFORMATION---- 957 0 AF'F a"D I X Table 2 Short Range Operation Level of Service Intersection AM PM Vine/Linden (stop sign) NB LT/RT A A WB LT A A Linden/Combined Site Access (stop sign) EB LT/RT A A NB IT A A Linden/Linden Center Drive (stop sign) EB LT/RT A A NB LT A A Table 3 Long Range Operation Level of Service Intersection AM PM Vine/Linden (stop sign) NB LT C C NB RT/T A B SB LT B D SB RT/T B B EB LT A A WB LT A A Linden/Combined Site Access (stop sign) EB LT/RT A A NB LT A A Linden/Linden Center Drive (stop sign) EB LT/RT A A NB LT A A LO ' M a,� � 5/15 al_CD 140/ Io_ 30/7580 5/5 2157Mo 155 Lo o cD 35/35 r, to C CD to i j FORT COLLINS SELF STORAGE j 1 1 � 1 1 LINDEN CENTER DRIVE N LO N CD L10/10 /--10/10 5/5 5/5 fr LOLn r,�, �o Z U-) W .r p �Z ,m) C14 1—j C_7 ,1 I zN cz LO r') 0 co L "�') 10/10 --s ) f 10/15 —� _o 0 L N U7 M n N S AM / PM Rounded to nearest 5 vehicles LONG RANGE PEAK HOUR TRAFFIC Figure 2 101/135 27/52 1121127 r 24/26 4zzz N Lo " N to n O \ to 10/1 VINE S j FORT COLLINS SELF STORAGE j �s 1 � LINDEN CENTER %� � DRI� 7/10 —Y 9/12 o to N O •-- M AM / PM SHORT RANGE PEAK HOUR TRAFFIC Figure 1 "Streets Department Facility Site Access Study." Auxiliary lanes are not required on Linden Street at the Fort Collins Self Storage accesses. Table 1 Trip Generation Daily A.M. Peak P.M. Peak Land Use Trips Trips Trips Trips Trips In out in out Mini -Warehouse - 760 Units 210 8 8 11 11 W d x v J W O Q J W s F— i-- Q MEMORANDUM 10 I To: Don Parsons, Parsons & Associates N Eric Bracke, Fort Collins Transportation Division 10 c From: Matt Delich M Date: May 3, 1993 Subject: Fort Collins Self Storage traffic study (File: 9319MEM1) Knudson Engineers & Constructors, Inc. is proposing to build Fort Collins Self Storage, west of Linden Street and north of Linden Center Drive in Fort Collins. Linden Center is a small commercial park, consisting of varied uses including a homeless shelter, night club and light industrial uses. Just to the northeast of the proposed Fort Collins Self Storage, the Fort Collins Streets Department will be relocating to the sugar refinery site. The "Streets Department Facility Site Access Study," June 1991 and "The Platte Valley Lumber Traffic Study," March 8, 1993 were used as references in preparing this memorandum. Fort Collins Self Storage will be built on a parcel that will access Linden Street and Linden Center Drive. The Linden Street access will be a split driveway, located 150 feet north of Linden Center Drive. The Linden Center Drive access will be located approximately 250 feet west of Linden Street. This access exists and is used by the City to service an electric substation. Fort Collins Self Storage is expected to have CD z 760 storage units. Trip Generation, 5th Edition, ITE was used FE W to determine the expected daily and peak hour travel to/from W this facility. This information is presented in Table 1. z CD W The peak hour trips were assigned to the street network in the vicinity of the site. Background traffic was obtained c, from the cited studies. Figures 1 and 2 show the respective • short range and long range peak hour assignments at the key o intersections. cTables 2 and 3 show the respective short range and long N range operation at the key intersections. All key z intersections will operate acceptably. Calculation forms for ¢ these analyses are provided in the Appendix. The operation • at the key intersections is not significantly different than LL that reflected in the "Streets Department Facility Site Access Study," or the "Platte Valley Lumber Traffic Study." cc - It is concluded that the traffic related impacts caused by Fort Collins Self Storage are minimal and can be accommodated on the public street system as reflected in the