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HomeMy WebLinkAboutBEST BUY PUD PRELIMINARY - 29 92 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY00 O o ry O a J 10 O %9 U Cl) 0 z S u, O J w D z W a z r z a m C0 M co z s w w z CD z LLI w J 7 U • S z C3 o J � W cc o n_ cc a �7 • 3 W U- cc s a f-- Q To: From: Date MEMORANDUM George Holter Frank Vaught, V*F Architects Eric Bracke, Fort Collins Transportation Fort Collins Planning Staff Matt Delich May 4, 1992 Div. Subject: Best Buy PUD traffic study (File: 9227MEM1) Best Buy retail store is proposing to build a store on South College Avenue, north of the Market Place (Phar-Mor Store, etc.) shopping center. The Market Place Site Access Study, April 1989, was used as a reference. The Best Buy PUD will share an existing right-in/right-out access to College Avenue with the Market Place.. Best Buy will also have access via the circulation road through the Market Place to the south and through the Fountainhead to the north. The Best Buy development will provide the opportunity to connect these two circulation roads. It will provide a connection between Boardwalk and Troutman. This circulation road will not attract through trips, since College Avenue is adjacent to these sites on the west and JFK Parkway is adjacent to these sites on the east. Through traffic will utilize these two streets. Noon and afternoon peak hour traffic volumes were collected at the College Avenue access and the Troutman access. These traffic counts are provided in Appendix A. Operation at these accesses is acceptable. Acceptable operation is defined as level of service D or better. Calculation forms are provided in Appendix A also. Since the existing Market Place has only two accesses, city staff requested traffic counts to verify trip generation assumptions used in the previous traffic study. An inventory of the occupied space at the, Market Place showed that approximately 84,000 square feet were being actively used as retail space. A number of store fronts were advertised as available for lease. Table 1 shows various levels of trip generation. Row 1 shows the trip generation of the occupied space using the rates from the Market Square Site Access Study. Row 2 shows the trip generation based upon the peak hour counts obtained in April 1992. Comparing Rows 1 and 2 indicates that the noon peak hour trip generation estimate is within 1 percent of the counted traffic, and the afternoon peak hour trip generation estimate is within 14 percent of the counted traffic.. The trip generation estimate overpredicts the number of trips during the afternoon peak hour. It is 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 M[Y>'ZZ Z'L W..Y.YY Y.�Zi1Y YlK XIK Z.K�Z RlK>.tl[M.��.t2'.kXYM(XXZZZa.t ��T. Y[YiXXitT.X%%MMXYtMM. ]K lK IDENTIFYING INFORMATION ------------------------------------------------------------------ AVERAGE RUNNING SPEED, MAJOR STREET.. 40 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET....... college NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/92 TIME PERIOD ANALYZED.................(Eon) noon pm OTHER INFORMATION.... 1092 short long INTERSECTION TYPE AND CONTROL ---------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB WB NB SB ---- ---- ---- ---- LEFT -- 0 0 0 THRU -- 0 950 0 RIGHT -- 107 22 0 NUMBER OF LANES -------------------------------------------------------------------- EB WB NB SB ---------------------------- LANES -- 2 2 2 CAPACITY AND LEVEL -OF -SERVICE Page-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 WB - RIGHT 118 575 575 575 458 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... rin/rout NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE ANAt,YSIS..... 5/l/92 ; noon pm OTHER INFORMATION.... 199 short long 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 i y.Y XZZXXY iZY.i YXY[i'L XXZti Y.t YtZZYlCXt1�1.%M tIKYXYTYYX�ZY�XA.IKtZ iIK �[M MYtYXtYY� IDENTIFYING INFORMATION AVERAGE RUNNING SPEED. MAJOR STREET.. 40 PEAK HOUR FACTOR— .................. 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET....... college NAME OF THE ANALYST .................. mJd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/92 TIME PERIOD ANALYZED— ............... noon pm OTHER INFORMATION.... 1'992 short long INTERSECTION TYPE AND CONTROL -------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB WB NB SB ---- --- ---- ---- LEFT -- 0 0 0 THRU -- 0 950 0 RIGHT -- 87 12 0 NUMBER OF LANES ----------------------------------------- EB WB NB SB --------------------- ----- LANES -- 2 2 2 CAPACITY AND LEVEL -OF -SERVICE Page-3 --------------------------------------------------------------------- POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPACITY MOVEMENT v(pcph) c p M SH R SH (pcph) c (pcph) c (pcph) c = c - v LOS --MINOR STREET WB -- - .. RIGHT 96 579 579 579 483 A ATI•JeR'!�T1lCfi ��I CC•Irl ! ��. IDENTIFYING INFORMATION ---------------------------------------------------- NAME OF THE EAST/WEST STREET...... rin/rout - NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE �SIS..... 5/l/92 : noo pm OTHER INFORMATION... 99 short long APPENDIX B :ou�tM i IA,eL DIAJG E �cs r ItOZIt40 RACF�+'KOJND 1� I.©Z m MA T E � PLACa' i i i i NI - N \ r \ 57q b 3 7�g'b o/va -, M i I I I 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 tziithi��tlt�XMZXYt������i��XiM��F��tY�XY•%�KtXX��Y�i�YtY1i�X�t����Yt IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET_. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST...-. ............. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................ noon pm OTHER INFORMATION.... short long 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 225 37 108 61 THRU 69 50 20 20 RIGHT 82 57 43 142 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------- EB WB NB SB ------- ------- ------- ------ LANES 2 2 2 2 LANE USAGE L + TR L + TR CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT THROUGH RIGHT MINOR STREET SB LEFT THROUGH RIGHT MAJOR STREET EB LEFT WB LEFT 119 391 272 272 153 D 22 518 414 > 414 > 392 > 6 47 996 996 > 688 996 > 619 949 >A A 67 444 336 336 269 C 22 510 407 > 407 > 385 > B 156 997 997 > 846 997 > 668 841 >A A 248 988 988 988 740 A 41 941 941 941 901 A IDENTIFYING INFORMATION --------------------------------------------------- i NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ApltSIS..... 5/1/92 noo Pm OTHER INFORMATION .... (s�h or/� long n 1985 HCM: UNSIGNALIZED INTERSECTIONS IDENTIFYING INFORMATION -------------------------------------------------- AVERAGE RUNNING SPEED. MAJOR STREET_. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. mJd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/92 TIME PERIOD ANALYZED ................. noon pm OTHER INFORMATION... short long 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 173 37 120 52 THRU 86 50 16 17 RIGHT 116 57 37 122 NUMBER OF LANES AND LANE USAGE ------------------------------------------------- EB WB NB SB -------------- ------- ------- LANES 2 2 2 2 1 111= ICAIC 1 _ TO 1 . TD Vaoe-1 CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT 132 414 311 311 179 D THROUGH 18 531 447 > 447 > 429 > A RIGHT 41 994 994 > 726 994 > 667 953 >A A MINOR STREET SB LEFT 57 452 364 364 307 B THROUGH 19 510 430 > 430 > 411 > A RIGHT 134 997 997 > 859 997 > 706 863 >A A MAJOR STREET EB LEFT 190 988 988 988 797 A ------------- WB LEFT 41 888 888 888 847 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS..... 5/l/92 ; noon pm OTHER INFORMATION.... short long 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 IDENTIFYING INFORMATION AVERAGE RUNNING SPEED. MAJOR STREET.. 40 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET....... college NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/92 TIME PERIOD ANALYZED ................ noon pm OTHER INFORMATION.... 1992 shor long INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB WB NB SB t ---- ---- ---- ---- LEFT -- 0 0 0 THRU -- 0 950 0 RIGHT -- 162 58 0 NUMBER OF LANES ---------------------------------------------------------------- EB WB NB - SB ------- ------- ------- ------- LANES -- 2 2 2 CAPACITY AND LEVEL -OF -SERVICE Page-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 WB L - RIGHT 178 563 563 563 384 B iii.Y�iR�L+T IDENTIFYING INFORMATION --------------------------------------------------- NAME OF THE EAST/WEST STREET...... rin/rout NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE ANALY� . 5/l/92 noon pm OTHER INFORMATION.... 199 shor long 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 XXXXXXXXXXXXXIXXXXXXXXXXXXXiXXXXXXXYXiXXXXXXXXXXXXXXXXXXXXXXXYXXXXXMX IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 40 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET....... college NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/l/92 TIME PERIOD ANALYZED.. ............... no pm OTHER INFORMATION.... 1992 short long INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------------------------------------------------------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 0 0 0 THRU -- 0 950 0 RIGHT -- 140 73 0 NUMBER OF LANES -------------------------------------------------------------------- E8 WB NB SB ------- ------- ------ ------- LANES -- 2 2 2 u CAPACITY AND LEVEL -OF -SERVICE Page-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 WB L RIGHT 154 557 557 557 403 A Oki$ E�?� IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... rin/rout NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE ANALYSIS ... 5/l/92 ; noon pm OTHER INFORMATION.... 1992 short long APPENDIX C 2 2 OU"rMA ) 'V,? � O P � 1 i I � � C I 60145-0 a—?s/Ay �40i5--o concluded that the rates used in the Market Place Site Access Study reasonably predict the actual counted traffic and can be used to develop future trip generation at this site. Row 3 shows the Market Place trip generation with full occupancy and Row 4 shows the trip generation of the Best Buy store. The parcel where the Best Buy store is proposed was included in the Market Place Site Access Study as a retail store with an area of 45,000 square feet. The Best Buy store is proposed to be 28,048 square feet. Based upon information gained from observing the current traffic, the generated trips were assigned to the existing accesses. This assignment is shown in Appendix B. The assignment depicts a 1993 future year. Background traffic was factored by 2 percent per year. Operation at the accesses will be acceptable. Calculation forms are included in Appendix B. Background traffic was further_projected to the year 2010. This traffic assignment is provided in Appendix C. All peak hour turning movement volumes were rounded up to the nearest 5 vehicles. Operation will continue to be acceptable. Calculation forms are provided in Appendix C. The Best Buy proposal indicates that the on -site circulation road will pass to the west of the store. This is shown on Page 1 of Appendix D. This is a change from the schematic plans shown in Phase 2 of the Market Place PUD. Page 2 of Appendix D shows the concept plan of the Market Place Shopping Center. Since the circulation road is not intended to carry through traffic between Troutman and Boardwalk, this change will have little effect on traffic. A potential future connection to the "Peterson" lot is shown on the Best Buy PUD site plan. Development on the "Peterson" lot will be oriented toward JFK Parkway. The previous plan showed development on the "Peterson" lot as a continuation of the Market Place. The throat of the right-in/right-out access to College Avenue remains at 200 feet. Since the Market Place was built, a median has been placed on College Avenue. This median eliminates the need, from a traffic engineering perspective, for the channelization island at the right-in/right-out access. However, this island does provide a pedestrian refuge area for crossing the access driveway. If the island is removed, then the pedestrian crossing point should be moved to the east at a narrower part of the access road. This will require changes to the ramp locations. Unless there is a problem with the existing channelization island or a problem develops, it is recommended that it remain as is. If the island remains, new pedestrian ramps should line up with the existing ramps on the island. There is currently a 180 foot deceleration lane to the Fountainhead to the north of the proposed Best Buy PUD. Based upon criteria in the State Highway Access Code, this lane should be 295 feet long, considering the 40 mph posted speed. The design shown on page 2 of Appendix D indicates that a 140 foot taper should 1965 HCM: UNSIGNALIZED INTERSECTIONS Page-1 xxxxxxxx:xxxxxxxxxxxxx:xxxxxxxxxxxxxxxxxxxxx:x:xxxxxxxxxxxxxxxxxxxxxx IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. mJd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................ noon pm OTHER INFORMATION.... short e 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 225 40 110 65 THRU 105 75 20 20 RIGHT 85 60 45 145 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 2 2 2 2 1 NJF IICLCF I ♦ To I r TD CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT 121 350 239 239 118 0 THROUGH 22 472 372 > 372 > 350 > 8 RIGHT 50 995 995 > 656 995 > 585 946 >A A MINOR STREET SB LEFT 72 400 297 297 226 C THROUGH 22 463 365 > 365 > 343 > B RIGHT 160 997 997 > 824 997 > 642 837 >A A MAJOR STREET EB LEFT 248 958 958 958 711 A WB LEFT 44 901 901 901 857 A IDENTIFYING INFORMATION --------------------------------------------------- NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSI�. 5/1/92 noo pm OTHER INFORMATION.... short long 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx:xxxxxxxxxxxx:xxxxxxxxxxxx IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. mjd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................. noon pm OTHER INFORMATION.... short e 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 175 50 120 55 THRU 130 85 20 20 RIGHT 120 50 40 125 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------- ------- ------- LANES 2 2, 2 2 CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT 132 360 263 263 131 D THROUGH 22 470 388 > 388 > 366 > B RIGHT 44 969 969 > 646 969 > 580 925 >A A MINOR STREET SB LEFT 61 389 303 303 243 C THROUGH 22 446 368 > 368 > 346 > B RIGHT 138 997 997 > 807 997 >, 647 859 >A A MAJOR STREET EB LEFT 193 958 958 958 766 A WB LEFT 55 840 840 840 785 A IDENTIFYING INFORMATION ---------------------------------------------------- NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS 5/1/92 : noon pm OTHER INFORMATION.... short ong 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 XXXXXX###X#XXXXX######XXXXXX#####XXXXX######XY#XXXXXX###X###XXXXXXXX# IDENTIFYING INFORMATION --------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 40 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET....... college NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................. (noo pm OTHER INFORMATION.... 1992 short long INTERSECTION TYPE AND CONTROL --------------------------------------------------------------------- INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES --------------- EB WB NB SB ---- ---- ---- ---- LEFT -- 0 0 0 THRU -- 0 1150 0 RIGHT -- 165 60 0 NUMBER OF LANES EB WB NB SB ------- ------- ------- ------- LANES -- 2 2 2 CAPACITY AND LEVEL -OF -SERVICE . Page-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 i WB .RIGHT 182 492 492 492 311 B IDENTIFYING INFORMATION --------------------------------------------------- NAME OF THE EAST/WEST STREET...... rin/rout NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE ANALYSIS... 1/92 ; noo pm OTHER INFORMATION.... 1992 short lon 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 X XXXXXXXXXXXXYXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXtXY[X XXXXXXXXXXXXXXYXXXX IDENTIFYING INFORMATION ----------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 40 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... rin/rout NAME OF THE NORTH/SOUTH STREET.,...... college NAME OF THE ANALYST .................. mid DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................. noon'pm OTHER INFORMATION.... 1992 short on INTERSECTION TYPE AND CONTROL INTERSECTION TYPE: T-INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE WESTBOUND: STOP SIGN TRAFFIC VOLUMES EB LEFT -- THRU -- RIGHT -- NUMBER OF LANES WB NB SB --- ---0 ---- 0 1150 0 140 75 0 EB WB NB SB ------ ------- ------- ----- LANES -- 2 2 2 CAPACITY AND LEVEL -OF -SERVICE Page-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 WB -RIGHT 154 488 488 488 334 B I T�F�6i�E"7` I IDENTIFYING INFORMATION ---------------------------------------------------- NAME OF THE EAST/WEST STREET...... rin/rout NAME OF THE NORTH/SOUTH STREET.... college DATE AND TIME OF THE ANALYSIS..47e/92 noon pm OTHER INFORMATION.... 1992 short ong APPENDIX D RA Gir _ 1= j li q �F � I / o- l l ,. I I •G� lH3w]Sr3 ssmov V �6i,6e<j 01 �a -u n II -- I\ II b �I� ins] MI I 41J" —O a 3nN3AV 3oa-noo Minos N w O Z J Q a w z w 0 w cr Q z C7 U5 CO Ec w ,Z SAGE Z 0 TROUTMAN PARKWAY "T E V� ILION� NATIONAL G �J CAR RENTAL -LL - G begin at the north property line of the Best Buy parcel and go south until it intersects the existing curb of College Avenue. This design is allowed in Section 4.8.1.f of the State Highway Access Code. It also meets the Fort Collins policy of not having acceleration lanes on arterial streets. It is concluded that the access, circulation, and operation at/near the Best Buy PUD is acceptable. Land Use Market Place 1. Occupied Space - 84 KSF 2. Counted Traffic 3. Full Occupancy - 94 KSF Best Buy - 28.048 KSF Table 1 Trip Generation Daily Noon Peak P.M. Peak Trips Trips Trips Trips Trips in out in out 5720 260 280 225 240 265 274 199 201 6400 290 313 252 269 1910 87 93 75 80 APPENDIX A MATTHEW J. DELICH, P.E. • 3413 BANYAN AVENUE LOVELAND, 00 805M n M M TABULAR SUMMARY OF • e INTERSECTION OFc AND I '' ' , L . Left turn Ili�i��llllll,-111111111,�117����®_-®�-5-_�®lid MATTHEW J. DELICH, P.E. 3413 BANYAN AVENUE LOVELAND, 00 80538 TABULAR SUMMARY OF VEHICLE COUNTS Ooaerver Date 4 ZS 9LDay7NUK5 D4Y Clty F-oK"f 0-0 .L f.US R . Right turn Aco sSES TKov7MA9 j S.Straight INTERSECTION OF AND L . Left turn TIME BEGINS QtlAf f-(,(jam— 5 n f,)Ga TOTAL Narta South T/tou7HAAJ /KOUTLI /U✓ TOTAL East Went TOTAL ALL from NORTH from SOUTH from EAST from WEST R S L Total R S L Total R S L Total R S L Total Ivoo zo S 13 3B' (0 5' Z(o 37 7S 20 9 8 37 175 Z.1 41 o I17 !92 177 ¢ S to 39 I3 (p zZ 41 $'O 10 16' IZ 37 Z4 19 SL 9 5 13Z IZ !Z 730 !30 3 IS 43 11S 39 5B t0(o II II 9 3 1 ZO 11 44 B I I I Z Z 18 124S JZ4 14 14- 42 Ict 1 S ZI 3S j 77 19 1¢ 31 IZO 11 3Zo (0 7 1 4 9 11 173 I IZ— I I`1-1 SZ it, 7 A3701081.11 33B >049 3113(08 Z (,'b 173 3Z 3 4- 5 1 -797 I � I II 430 /5-1 1 to ZZ IZ S 73 13 11 S Z9 Z7 13 3 3 102 1 17S 4-,5 I(n 3 11 37 1Z 4-7 90 14- 13 !043 3S ZS Z9 `"69 13i ZIZ YOd 20 0 3 I q42 73 12 IS 3 Z$ z z4 S IZZ 19S4 M 32 (nl II' i(o I$ 4S Z(o f4 35 7 5 IZO 181 94o II 4 37 17 3 2`6 7 So s 5s`o lss 11 4121 3Z I 4-7(0 7 (03 Apet t- 19 q Z ! Avo-opo �- ► 0 7/9 N M N a 84Ksr ©rru Gb i MA2v-e`r P�Aec� i i 4- 7/5-0 17 3// 2I to 5134 —+ N � M i �I 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XICXXXXXXXXXXXXXXXXXXXXXXXXXY:X IDENTIFYING INFORMATION -------------------------------------------------------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. m,jd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................. noon pm 1992 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 173 37 108 52 THRU 68 49 20 17 RIGHT 82 50 43 98 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------- EB WB NB SB ------- ------ ------- ------- LANES 2 2 2 2 LANE USAGE L + TR L + TR V CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT 119 459 354 354 236 (1 THROUGH 22 560 473 > 473 > 451 > A RIGHT 47 996 996 > 737 996 > 668 949 >A A MINOR STREET SB LEFT 57 483 387 387 330 B THROUGH 19 549 464 > 464 > 445 > A RIGHT 108 998 998 > 852 998 > 726 890 >A A MAJOR STREET EB LEFT 190 995 995 995 805 A WB LEFT 41 943 943 943 902 A IDENTIFYING INFORMATION NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS..... 5/1/92 noon m 1992 OTHER INFORMATION.... 1985 HCM_ UNSIGNALIZED INTERSECTIONS Page-i Y A'. Y.YZ �lK X X%XiYY i i Y.Y XY Y'i � i��iIKM t.K MXX Y 1[Y lK IKYM YY lk XX��• i�tt KXY YY Y'C>.MY� tIKY t IDENTIFYING INFORMATION ----------- ---- ------- -------------------- AVERAGE RUNNING SPEED, MAJOR STREET.. 30 PEAK HOUR FACTOR ..................... 1 AREA POPULATION ...................... 100000 NAME OF THE EAST/WEST STREET......... troutman NAME OF THE NORTH/SOUTH STREET....... access NAME OF THE ANALYST .................. mJd DATE OF THE ANALYSIS (mm/dd/yy)...... 5/1/92 TIME PERIOD ANALYZED ................. noon pm 1992 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 121 50 120 40 THRU 84 55 16 9 RIGHT 116 50 37 65 NUMBER OF LANES AND LANE USAGE --------------------------------------------------------------------_ EB WB NB SB ------- ------- ------- ------ LANES 2 2 2 2 LANE USA.6= L. "+ TP L + TP CAPACITY AND LEVEL -OF -SERVICE Page-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 NB LEFT 132 486 404 404 272 C THROUGH 18 560 492 > 492 > 474 > A RIGHT 41 995 995 > 760 995 > 702 954 >A A MINOR STREET SB LEFT 44 478 402 402 358 B THROUGH 10 537 472 > 472 > 462 > A RIGHT 72 997 997 > 878 997 > 797 926 >A A MAJOR STREET EB LEFT 133 990 990 990 857 A WB LEFT 55 890 890 890 835 A IDENTIFYING INFORMATION --------------------- -------------------------------------------- NAME OF THE EAST/WEST STREET...... troutman NAME OF THE NORTH/SOUTH STREET.... access DATE AND TIME OF THE ANALYSIS..... 5/1/92 ; noon p 1992 OTHER INFORMATION..._