Laserfiche WebLink
Commissioner Brown referred to the staff proposed modifications, which indicates that the <br /> business might lose a parking space, and he inquired where large delivery trucks would park, <br /> given the elimination of the loading zone. <br /> Ms. Clark said a large truck would likely park adjacent to the customer parking spaces, and <br /> there is room to park adjacent in the drive aisle. <br /> Commissioner Brown referred to the loading zone per the applicant's design and asked if it <br /> was long enough to accommodate a standard delivery truck, which is typical of what would be <br /> seen outside of a convenience store. <br /> Commissioner Balch noted that plan sheet SP3 seemed to show the requested information, <br /> but he was unsure if this was the size truck being referenced. <br /> Commissioner Balch referred to the 35-foot versus 45-foot driveway and asked what would be <br /> appropriate. He visited the site and the first driveway closest to the corner, if turning left onto <br /> Hopyard Road, cannot be accessed because it is already in the turning lane coming off of <br /> West Las Positas Boulevard. He would assume that this 35-foot versus 45-foot driveway would <br /> be a primary driveway for much of the traffic on Hopyard Road and he asked for further <br /> clarification. <br /> Ms. Clark said the applicant's position is that the 45-foot wide driveway facilitates a faster, <br /> more convenient turn coming off Hopyard Road. Per the City's Traffic Engineer, the shorter <br /> driveway forces vehicles to slow down in order to take the turn, which creates a safer <br /> environment, as opposed to having a larger driveway. <br /> Commissioner Brown asked if it decreases the opportunity to move safely when crossing two <br /> lanes of traffic if someone were to be turning left at the intersection from West Las Positas <br /> Boulevard onto Hopyard Road. <br /> City Traffic Engineer Mike Tassano explained that the primary concern is exiting or entering <br /> the location. With 22.5 feet or two lanes to enter or exit the driveway, vehicles travel at a <br /> greater speed. The City's standard is 27 feet, so it would be a 15-foot driveway entrance and a <br /> 12-foot exit. At this location, 35 feet works because of the position or angle of the fueling <br /> station. Specifically, 35 feet versus 45 feet, either way a vehicle would have to enter on the <br /> right side of the driveway so the extension would be to the south; the entrance point, after <br /> making a left turn to make the next right turn, would be the same whether it was a 35-foot or <br /> 45-foot driveway. <br /> Chair Allen asked for the capacity of this gas station in comparison to the one previously <br /> approved on Santa Rita Road. <br /> Mr. Tassano stated it is comparable, but he thinks there are extra fueling positions at the Santa <br /> Rita location. From a parking perspective, staff had stricter guidelines for the Santa Rita <br /> location, as well as the gas station on First Street, which has a similar design. Staff was very <br /> strict on the parking requirements for both of these locations and he has observed those over <br /> the last few years. The code requirements for parking do not reflect what is seen in the peak <br /> hours so there is more flexibility in the parking, which is why he would judge the conflicts <br /> entering and exiting. <br /> Excerpt: Planning Commission Minutes, April 10, 2019 Page 2 of 12 <br />, \ ?61- <br /> 3306 4033 ,,,.... 1 30__. 10 Sk 11„3. V -7- '1, 41 „t,,, •, ,7 . ,..e...cir ,,,,01) ,jans" 4,41 N1:"1 <br /> ',.;,, 39Ao 3,01 \...---- '1 \ 7..; i y 4.„) <br /> ti -- <br /> 1-- . ,,G. ' ,/ ,,,,,,„:,,, i), . t4B9 341, c.' <br /> Ace.° 4005 ' 3926 3923 \ ,",„, J.324 <br /> '', y 'IP' -_)4 <br /> 192, - . . -,.)/,‘ , - 3479 'V N.- <br /> 14%. t .3002 390 3932 . --.4. <br /> --,-- (7-''' <br /> ‘/... <br /> 13 v50 393 3921 ''' '.1 \/ <br /> .---) - „,-.,...7" <br /> .,-"<.-' g\ fr2/ ••, \ ' 6a N's-'.' 1:','. N. '3' % 165 k.11;‘ 3\• 32'2 , /•\(1.7) <br /> .„.„-,1.1' .• ci.,\To' ' 6106 yo \ /7 <br /> l'9E21 393' co '''9,,,,, ,•1' 7 ' N g k 1*-` '— 44'' i <br /> ••••". ''' P, _______---1:„ \1 _98 .).. -- , <br /> 136 \ S\' 610 <br /> 4 . .''‘,../ t.>/:, '/ I' - 1--) <br /> ,___.--'3 <br /> _-- \ 73", , ,,a,k3 T., a\ g \ 7••„.- \\ 7 2/ 7•. •8,,,,,, <br /> 3906 , 7 .ortsf; <br /> i \ 367? r'" .5615 7.....„.....:„.\ ....,„...\ .,,,„)„,) ___ ,„,,, . ..„ , , <br /> , <br /> ,,,-- _____)-- .,,, '...,....,.1 ..,),,,,,,, ...\\--,p\,8,:., ,..„,_ i "3' • <br /> o, -N 0 ' /,P9 , l' <br /> g <br /> -. ,.... ,.'i " -"" <br /> .1,...... ? <br /> ----. - ... <br /> +,,, '10? 177n •••••" 8.2„6„. ----- ''''' 0\ co <br /> 0:''' <br /> 1'.S12 ,',`,-• „,„..... ,,,5•3),3 \ .,6z, \ 30, , __.--- 1"--,3626 A ,21 .,.,,, \ <br /> /. ,"1"' .3754 7/z, " , 3633 ....73 616\ <br /> ::13 <br /> -...,.n 4- 3774 ......., ''s z „,3• -. 3e: 3 „-• ,, 362.4.,... - <br /> ' , <br /> , '8,„ 1° , e' -440 '11'.' -., '-' .•, --.--- " )\ 56°5 ' 1 • <br /> k 602 „---' .. ',, ', • 's1 17-1'"1 ,c•.,,- gtir.--1-4--0? <br /> ,„ 51,- .,, <br /> •7" 3727 1122 ".,:„ '504 ,tifi,{-00, ''1.'7,-' 3-4•7737,07-6'.".- •37, Q%, 1' ' hck41 111) 5 ' <br /> 4 <br /> '41 .,ef,\ ITV ' •(06 .7.4 1 11451 .•''' ''' 7, <br /> g ..3 3864 P-', 3706 3596 , 357a 601, 2% ' ,497° .-. 6 Ira <br /> tt.'1 306 '17' ,,,,0,.., 3106 10.0164 359' 3513 ...,.. <br /> ..... <br /> ..., ,.....- % . <br /> 3576 <br /> '3592 - 8? ' <br /> >AIL <br /> an ,e09 .3702 . -011,4_1'-'11111110%65„ 369, "g6 <br /> 1679 ,57, 358,7 <br /> 3653 3676 <br /> •686 3664 4667 '512 3563 3548 35, 41, riY14470-eft5 S, - <br /> 3655 3664 3601 3557 3534 „,, _ 0 `14."' ' <br /> 1.4.168 <br /> o 005 01 mi PUD-134/P 18-0332/P18-0334 3760 and3790 Hopyard refflpfler, <br /> 1 t il August 1,2019 ni 4 <br /> 0 260 520 Feet <br />