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HomeMy WebLinkAboutSP201700019 Resubmittal Special Use Permit 2018-01-29 FOR OFFICE USE ONLY SP#x,10/ --A10000[PO/ Fee Amount$s,.?‘"-- Date Paid /.2f/6By who? 9,�y� ✓46e7d 54/4 eceipt#l/.? YrCk#t?'3 0 By: �v y Resubmittal of information for Special Use Permit `: PROJECT NUMBER THAT HAS BEEN ASSIGNED: 5172O I.] Owner/Applicant Must Read and Sign I hereby certify that the information provided with this resubmittal is what has been requested from staff 1/t fi Signature of Owner, Contract Purchaser Date 5Co-II- (ollim 454-,z95-3719 Print Name Daytime phone number of Signatory FEES to be paid after application For original Special Use Permit fee of$1,075 ❑ First resubmission(TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Free Ni Each additional resubmission(TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) $538 For original Special Use Permit fee of$2,000 ❑ First resubmission(TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) Free U Each additional resubmission(TO BE PAID WHEN THE RESUBMISSION IS MADE TO INTAKE STAFF) $1,075 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 Revised 11/2/2015 Page 1 of 1 CO L L I N 520(� dETT ST,SUITE K CHARLOTTESVILLE VA 22902 `/rt `s 434.293.3719 PH 434.293.2813 FX www.collins-engineering.com TRANSMITTAL 0 FAX 0 MAIL U DELIVERY TO: FROM: HEATHER MCMAHON SCOTT COLLINS COMPANY: DATE: ALBEMARLE COUNTY 1/29/2018 FAX: TOTAL NO.OF PAGES INCLUDING COVER: PHONE NUMBER: SENDER'S PHONE NUMBER: 434.293.3719 PROJECT/SUBJECT: 1640 SEMINOLE TRAIL AUTO DEALERSHIP SP2017-19 PLEASE FIND ENCLOSED: NO.COPIES DATE DESCRIPTION 17 PLAN 1 RESUBMITTAL APPLICATION&FEE-$538 1 OTHER FEES-$687 1 RIGHT TURN LANE WARRANT 1 LETTER NOTES/COMMENTS: RECEIVED$Y: SIGNATURE DATE } COLI—INS i ,_a � .� 2�RRETT ST, SUITE K CHARLOTTESVILLE VA 22902 434.293.3719 PH 434.293.2813 FX www.collins-engineering.com January 29,2018 Heather McMahon,Senior Planner Department of Community Development 401 McIntire Road Charlottesville,VA 22902 RE: SP2017-19:Seminole Trail Auto Dealership Thank you for your comments dated January 12,2018 on the above-referenced project. The updated plans reflect changes to address your comments as described below: Planning 1. Bumper Blocks have been added to the(3)display spaces along Route 29 as requested. 2. The display spaces have been adjusted and the full dimension of the parking space has been shown to ensure that an 18'space can be achieved along with a 20'drive aisle. There is enough room to accommodate the(3) parking spaces and drive aisle. Entrance Corridor 1. The mechanical equipment note#8 has been revised on the application plan,as requested. 2. The landscaping plan has been revised as requested: a. The minimum shrub height is 24". b. The shrubs along Rt.29 have been changed to an evergreen variety. c. The shrubs along the travelway have been revised to an evergreen variety. d. The Ilex Cornuta has been noted as not a dwarf variety. e. The shrub layout has been mixed,as requested. f. The slope has been planted within the limits of the property. VDOT A. Attached is the right turn lane warrant chart. Based on the trips per day,the maximum hour trips to the site is 8 VPH. At this rate,No right turn lane or taper is required,regardless of what the Approach Total Vehicles per Hour are along Route 29 in front of the parcel. The vehicle trips to the site do not warrant a right turn lane or taper into the site. Notification fees and Resubmittal Fees: This resubmittal includes the resubmittal fee and PC and BOS notifications fees. The client would like to move forward with scheduling the PC meeting for this project. Should you have,pny questions,please feel free to contact me at 434-293-3719 or at scott@collins-engineering.com Si rely ins, PE Collins Engineering JZ�rrNT - 11-AA' AL-�I,J G-62 kid 120 /!d •M 0 H. G •hx mzq..Qa..}Cu/lxU'� ' A �"0 .z«.hy „ ,:z, W i0H2.:„. •P o2.lG ... xiybc�<sw,:m 100 mre:w "•, ��" .svtli . FULL—WIDTH TURN LANE AND TAPER REQUIRED " ' cr • )y>e',�<"c :{r•:+v `'hiF:;._b:,^s ! �.d.��xvv.Y.... «t««�evt 0 i:G:m� r�c YnY: M x � xun'1��.�gy:.:.:,�F. « :k /y t � f..n i � ? t�x450' Y.o'F;Xg.II .'. 5'•v Li • u:-,,„ .1/vio- g6.'xi fxh .h R" .1v` "f vF W a' 5'a':L/.`fc:sYN.?'���55++�;�'.c. h.wC•.0 ..Z•. l a • . r '^ 80 �r v! +it'" ' • :vi1k 'er r x'mxi>�.? wJ ?� kb�CwrAvw 3ywa r l.. y ..54;ry w : :xvc.a:c: ,.;, �:a ::;y>aw:�i::.x. , - ;•;;';',,.--'''f' iyl :�.a• "k�.'. 60 TAPER• REQUIRED "' mar 9 y " vi • tiTc R::�h:ihN:: *^.?.OFa'xi s%c • •"..'15 ft';-,o'x- xi-t ac'aP:o4�tliio 05 z re .'r:r. oftH�:�..: hM'fSid" F :;. •'nr riY Jii vN 4 C7 40 w *' OC a 20 NO TURN LANES OR TAPERS REQUIRED $Vim W 100 200 300 400 500 600 700 PHV APPROACH TOTAL, VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) Adjustment for Right Turns For posted speeds at or under 45 mph, PHV right turns > 40, and PHV total < 300. Adjusted right turns a=t Right Turns - 20 If PHV is not known use formula: PHV = ADT x K x D K = the percent of AADT occurring in the peak hour D = the percent of traffic in the peak direction of flow Note: An average of 11% for K x D will suffice. FIGURE 3-23 GUIDELINES FOR RIGHT TURN TREATMENT (2-LANE HIGHWAY)