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Home My WebLink AboutSDP201900035 Letter of Revision 2020-06-05County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 June 5, 2020 Stan Binstead 2811 Hydraulic Road Charlottesville, VA 22901 RE: LOR#1 for SDP201900035 Stonefield Block G Major Amendment Tax Map/Parcel Number 061 W0030019AO Dear Mr. Binstead, This letter approves your submitted Letter of Revision for the above referenced site plan. The Letter of Revision proposes the following changes as shown on the attached plan with the latest revision date of 06-04-20 and letter dated 06-04-20: • The south travel way dimension has been changed from 16.00' to 14.25'. • The east travel way dimension has been changed from 16.00' to 17.83'. • The sidewalk width at the front (east) of the building has been changed from 8.83' to 6.75'. • The exit travel way width has been changed from 16.00' to 15.50'. • The teller window drive through lane has been changed from asphalt pavement to concrete pavement. This is the first Letter of Revision for this site. Please be aware that only three Letter of Revision are permitted on any site plan. Any future changes to the plan after the third Letter of Revision are required to be submitted in the form of a new site plan amendment (along with the proper fee) that shows the proposed changes and all previously approved conditions that are to remain. Sincerely, Tori Kanellopoulos Senior Planner County of Albemarle Department of Community Development Phone: 434-296-5832 ext. 3270 R.E. LEE & SON, INC. 10 June 4, 2020 Jalen Boone Code Compliance Officer County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22901 RE: Letter of Revision, SDP 2019-00035, C & F Bank Ii M:••0- 2811 Hydraulic Road Charlottesville, VA 22901 p 434.973.1321 relee.build Please find attached our Application for Letter of Revision for SDP 2019-00035, C & F Bank. Included with the Application is our check for the fee, and 4 copies of the plan with the proposed changes. Also included for your reference is a copy of the Final Survey dated May 29, 2019. The revisions to the site plan, necessitated by the location of existing site improvements, include the following: • The south travel way dimension has been changed from 16.00' to 14.25'. • The east travel way dimension has been changed from 16.00' to 17.83'. • The sidewalk width at the front (east) of the building has been changed from 8.83' to 6.75'. • The exit travel way width has been changed from 16.00' to 15.50'. • The teller window drive through lane has been changed from asphalt pavement to concrete pavement. We appreciate your consideration for approval of these amendments. Please do not hesitate to contact me if you have any questions or need additional information. Sincerely, Stan Binsted Senior Project Manager Construction Professionals Since 1939 D / ° ® z DO NOT I / i I I < ENTER/EXIT \ / ❑ 470 �� ° - D ONLY SIGN / I R=3.0' EEXOITNONLYOT NS ENSIGN IQ TMP 61 W-3 19A ❑ I DD PARCEL 1 (BLOCK G) ❑ \ I ° OCT STONEFIELD PROPERTY OWNER, LLC < &P / DB 4857 PG 503-511 D / I D NEW 20 / --------JWATERLINE I I I I � EASEMENT R=70.00' \ 30 r------ If I < ° POWER ° D FHA � � � � � ° � ❑ i �t> .�❑ D D z I "4° ° 15.5' \ TRAN ORMER D o � WM ❑---- °D BUILDING G4 �� m D ° D D Q � ❑ DD C� I ° ✓ ❑ GE UGE Y— GAS D CG-12B 3 CG-612Ei6 / cAs — GAS Q EXISTING D GAS ' D DUMPSTER (TYP) (TYP) D D D GAS GAS s ° D GAS GAS GAS GA GAS GAS D — — — — — NEW P�ESTRIAN 469 ° ° D ° �° ° ° N D D / z W N D CROSSWALKS TYP. D D D D ° ° D° ° ° c� Fu/, UTILTITY D p°° B OUT ° MC w a SAN ❑ CO � ❑ W ° i � W D D D3 (n a D FFE=°470.30 D ° W D 4 1 Q zo i N Q ° W° W W Wi 3 SDM 177 0 D I TOP = 470.73 TMP 61 W-3-1 9B z o !ONE-WAY PARCEL 2 I ° D o EXISTING 12'x25' 6.75' 3�0 ------------------------------------------------------ D Q COSTCO WHOLESALE CORPORATION _ O ° LOADING SPACE 3 , DB 4492 PG 234❑ \ �, (�. J NEW CONCRETE D A \ z co SIDEWALK, TYP TMP 61W-3-19 i i D p5• Q / NORTHROP GRUMMAN ----��--� 021X1 �/DB 909 PG 448 Z DB 2715 PG 434 BLDG. G5 D z 470 �� FFE = 470.70 p 3.17 O HANDICAP ° D PARKI r�� < TCO PARKING LOT I 15.00 \ SIGN q� \ I ° D CD 3 237 3 \� 0.25' 17.83' l D ° ° O D D D° ❑ 0 i � I O GAS GAS 3 GAS 4 T Ld D ° °I \ BANK TELLER / I APPROVED L❑---J ❑ z 3 WINDOW ° D ° 3 SPRINKLER �- BANK �by the Albemarle County AHEAD O�NTRANCE, LY IGN CG-12B CG-12A — , R=2 0' � Community Development Department (TYP) 46.3' TYP) D—s.o Y p p / I �❑ MW 3 `� Date 06/05/20 R=5.00 ' File # �� O 3 LOR #1 for SDP201900035 ❑ Q �RT2.00 o ❑ ° I Application Type Letter of Revision J � ❑ R=2 00 W 0- � W W W• W W I W R=10 6 GAS Lead Reviewer: Tori Kanellopoulos / - �g �CONCRETE PAVEMENT — sN O _ _ - _ / ❑ - ~ — ` PRO IDE CONCR E 77 ❑ / IF o AT CROSSWALK � 09 Q O STOP SIGN 24" STOP ❑ D BAR, TYP. Cn < �— - - - - - O 6 GP NGPE Q '� ® 235 04 / 'I� SDM 128 ❑ GP TOP - 471.15 A 9AS GAS7"- D IML /BLACKBIRD LANE (PRIVATE) 20.00' 1 o Q -470 / _ (NP) L/NEW/PEDESTRI N / o � CROSSWALK, P. �4 N = ----- ---- — i / STOP SIGN -BANK ENTRANCE ONLY SIGN — 10/ L ' SECURITY II � --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ — SCREEN WALL — J 30" HDPE EX o /Vol AM: 29 / 20 SPA / e��EX SPRRY o FM FM FM - FM FM FM FM FM JM FM FM FM FM FM FM FM FM FM FM FM FM FM \ IF THIS DRAWING IS A REDUCTION ---- ❑ GRAPHIC SCALE MUST BE USED ---------------------------------------------------------1----------------------------------------------------------------------------------------------------------- SCALE: 1 " = 10' 10' 0 10' 1 REVISED LAYOUT PER COUNTY COMMENTS JDB 7/31/19 TH O,F � DESIGNED. PROJECT: STONEFIELD TOWNCENTER SET REV. No. JDB 2 ADDED STOP BARS AND SIGNS SCH 9/3/19 0� 1 "-AENGINEERS CBcF BANK BLOCK G 2 DRA LETTER OF REVISION 6/4/20 U ' SURVEYORS HMS/DSB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: I Lie. 267 �o��,s SIONAL PLANNERS DIHR BY: TITLE. SITE LAYOUT PLAN C-5 ASSOCIATES HFW SHEET NUMBER: PO Box4119 3040AvemoreSgPlace Lynchburg, VA24502 chaziettesville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 217036.04 703604C-SP- l.dwg CIVIL H: 1"= 10' 51141191 S of 15 V. N/A NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE