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Home My WebLink AboutSDP201300013 Letter of Revision Letter of Revision 1 2018-03-13COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 March 13, 2018 Lane B. Hargroder, E.I.T 15871 City View Dr. Suite 200 Midlothian, VA 23113 RE: SDP -2013-13 Shoppers World Minor Amendment — Letter of Revision #1 Dear Mr. Hargroder: This letter is to approve as a Letter of Revision #1 for SDP2013-13 Shoppers World Minor Amendment the proposed replacement of the existing McDonald's Drive-Thru Equipment. This is the first Letter of Revision for this site. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Sincerely, t" xy� Heather McMahon, Senior Planner Community Development Department, Planning Division Hmcmahongalbemarle. org (434) 296-5832 x3278 CC: file SDP -3012-13 FR Shoppers World, LLC 1626 E. Jefferson St. Rockville, MD 20852 McDonald's USA, LLC 6903 Rockledge Dr. Bethesda, MD 20817 rin board Canopy Everbrite Slim S p g py w/Audio Only l y - Yellow l o w Identity Systems Division 92.48" 49" Illumination: LED Downlighting Electrical: 1.5 Amps 120 volt, 60 Hz Ballast: Ship Weight: DER HERE DECAL- )PY A DECAL- PY kPP&n vCC> Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com r, coates DOUBLE 55" Modular Range Hot -dipped galvanized frame Aluminum panels Modular Mounting Structure Allows for various screen sizes with panel/mount replacement Option for crane in or manual 2 person assembly Currently designed for the Samsung OHF panel but mounting hardware can be modified for alternate screen specifications in future U� LISTED Thank you for your order. Please Proceed to the next window. Nab For You M.15 96, 3 y aw 3' 5+ AFP je-ove-b For enquiries and further information on our range of products please visit www.coatesgroup.com r, Coates A SINGLE 55" Nodular Range Hot -dipped galvanized frame Aluminum panels Modular Mounting Structure Allows for various screen sizes with panel/mount replacement Option for crane in or manual 2 person assembly Currently designed for the Samsung OHF panel but mounting hardware can be modified for alternate screen specifications in future u� LISTED APPAdVV t> 914M 3/ts/cv For enquiries and further information on our range of products please visit www.coatesgroup.com I r l IL 11 I i 1A i O� BOG O P R120.50'- 3G t1050'- 3G � D I D D p D p DD. � I F 4A SAI i SAN SINGLE DRIVE-THRU STANDARD t SNDLE DRVETHFIIU STANDARD CUFEM DETAL9 1A DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-0". LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-0". 16 THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0" TO INSIDE OF CURB. 1C LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. (LESS CURVING, THE BETTER). 2 MOLE DRIVE -TM STANDARD PAVEMENT MAIWN08 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. THE WORDS -THANK YOU' ARE TO BE PLACED 8" FROM THE EDGE OF THE YELLOW STRIPE TO THE 2B BOTTOM OF THE WORD 'YOU". THE 8" YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF THE OPEN PRESENT 2C WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR ORDERS. S SNOLE DR I E-TA1 STANDARD EOUr ENT POSftDNI O MIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER UNE OF THE CANOPY FACE gp 3q AND THE CENTER UNE OF THE OPEN ORDER BOOTH WINDOW AS MEASURED ALONG THE CENTER '*"'' LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'-0" INCREMENTS (t5' FOR 80', 100' n AND 120') TO A MAX. OF 120'. 100'-0" IS OPTIMAL. I-= THE CENTER OF THE MENU BOARD FOUNDATION SHALL BE 5'-9" (5'-0" MIN. AND 6'-0" MAX.) 38 FROM THE CENTER OF THE CANOPY FOUNDATION, WITH THE END CAP OF THE PRIMARY MENU BOARD NOT LESS THAN 12" FROM FACE OF CURB. THE MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' TO 35' ANGLE (35' 3C PREFERRED) FROM A VEHICLE POSITIONED AT THE CANOPY AND WITH 100% VISIBILITY. AUGER "McDONALD'S ORDER HERE CANOPY" CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. ----- — - 1 3D SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE 3E DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. AUGER "MCDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3G THE LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE CANOPY. 4 SNOLE DRVE-THA1 STANDARD DETECTOR LOOP 4A DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE CASH AND PRESENT BOOTHS. SINGLE DRIVE-THRU STANDARD tO FEATURES t SINGLE DRIVE-TfiU STANDAFD 10 EQUF ETR PRE -BROWSE BOARD MUST BE 12" FROM FACE OF CURB (18' TO 24" APREFERRED). THE DISTANCE BETWEEN THE PRIMARY CANOPY AND PRE -BROWSE BOARD IS TO BE 15' AS MEASURED ALONG THE FACE OF THE 1A CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -BROWSE BOARD FOUNDATION TO THE CENTER OF THE CANOPY FOUNDATION. THE ANGLE (APPROXIMATELY 50') OF THE PRE -BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR FROM THE CANOPY. NOTES: 1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL DRIVE-THRU LAYOUTS. A DRIVE -THRU IS FINAL, AND CONSIDERED "RED", ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT. 2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION OF THIS DRIVE-THRU LAYOUT, IT IS REQUIRED THAT ALL DRIVE-THRU EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A LICENSED SURVEYOR. 3. THE PLACEMENT OF THE CANOPY AND ANY ADDITIONAL EQUIPMENT SHOULD BE SUCH THAT IT PREVENTS BLOCKING THE CUSTOMER'S VIEW OF THE MENU BOARD WHILE ORDERING. 4. THIS SIDEBY SIDE DRIVE-THRU STANDARD IS BASED ON THE PROTOTYPICAL MCDONALD'S 4597 BUILDING 5. ALL DRIVE THRU EQUIPMENT SUPPLIED BY MCDONALDS APPROVED SUPPLIERS. e` 1 i 9 taP r 5 0 10 15 SCALE: 1 " = 5' RE-E—NG TOMORROW . .balzer.cc Richmond New River Valley Roanoke Staunton Hannsonbuig Balzer and Associates, Inc 15871 City Vie. Ddve Suite 200 Midlothian, VA 23113 804-794-0571 FAX 804-794-2635 11 Lk 0 J Z O N Q a Z ar W JCL LU IL 0 u 00 Of =W CO) w C)'w G Z z� Q< �< Q LU O DRAWN BY LBH DESIGNED BY LBH CHECKED BY CMS DATE 2017-11-09 SCALE 1" = 5' REVISIONS: 4ppho Vr- D SHEET NO. C1.2A JOB NO. 53170080.00 C> G D D p D p DD. � I F 4A SAI i SAN SINGLE DRIVE-THRU STANDARD t SNDLE DRVETHFIIU STANDARD CUFEM DETAL9 1A DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-0". LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-0". 16 THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0" TO INSIDE OF CURB. 1C LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. (LESS CURVING, THE BETTER). 2 MOLE DRIVE -TM STANDARD PAVEMENT MAIWN08 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. THE WORDS -THANK YOU' ARE TO BE PLACED 8" FROM THE EDGE OF THE YELLOW STRIPE TO THE 2B BOTTOM OF THE WORD 'YOU". THE 8" YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF THE OPEN PRESENT 2C WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR ORDERS. S SNOLE DR I E-TA1 STANDARD EOUr ENT POSftDNI O MIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER UNE OF THE CANOPY FACE gp 3q AND THE CENTER UNE OF THE OPEN ORDER BOOTH WINDOW AS MEASURED ALONG THE CENTER '*"'' LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'-0" INCREMENTS (t5' FOR 80', 100' n AND 120') TO A MAX. OF 120'. 100'-0" IS OPTIMAL. I-= THE CENTER OF THE MENU BOARD FOUNDATION SHALL BE 5'-9" (5'-0" MIN. AND 6'-0" MAX.) 38 FROM THE CENTER OF THE CANOPY FOUNDATION, WITH THE END CAP OF THE PRIMARY MENU BOARD NOT LESS THAN 12" FROM FACE OF CURB. THE MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' TO 35' ANGLE (35' 3C PREFERRED) FROM A VEHICLE POSITIONED AT THE CANOPY AND WITH 100% VISIBILITY. AUGER "McDONALD'S ORDER HERE CANOPY" CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. ----- — - 1 3D SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE 3E DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. AUGER "MCDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3G THE LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE CANOPY. 4 SNOLE DRVE-THA1 STANDARD DETECTOR LOOP 4A DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE CASH AND PRESENT BOOTHS. SINGLE DRIVE-THRU STANDARD tO FEATURES t SINGLE DRIVE-TfiU STANDAFD 10 EQUF ETR PRE -BROWSE BOARD MUST BE 12" FROM FACE OF CURB (18' TO 24" APREFERRED). THE DISTANCE BETWEEN THE PRIMARY CANOPY AND PRE -BROWSE BOARD IS TO BE 15' AS MEASURED ALONG THE FACE OF THE 1A CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -BROWSE BOARD FOUNDATION TO THE CENTER OF THE CANOPY FOUNDATION. THE ANGLE (APPROXIMATELY 50') OF THE PRE -BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR FROM THE CANOPY. NOTES: 1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL DRIVE-THRU LAYOUTS. A DRIVE -THRU IS FINAL, AND CONSIDERED "RED", ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT. 2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION OF THIS DRIVE-THRU LAYOUT, IT IS REQUIRED THAT ALL DRIVE-THRU EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A LICENSED SURVEYOR. 3. THE PLACEMENT OF THE CANOPY AND ANY ADDITIONAL EQUIPMENT SHOULD BE SUCH THAT IT PREVENTS BLOCKING THE CUSTOMER'S VIEW OF THE MENU BOARD WHILE ORDERING. 4. THIS SIDEBY SIDE DRIVE-THRU STANDARD IS BASED ON THE PROTOTYPICAL MCDONALD'S 4597 BUILDING 5. ALL DRIVE THRU EQUIPMENT SUPPLIED BY MCDONALDS APPROVED SUPPLIERS. e` 1 i 9 taP r 5 0 10 15 SCALE: 1 " = 5' RE-E—NG TOMORROW . .balzer.cc Richmond New River Valley Roanoke Staunton Hannsonbuig Balzer and Associates, Inc 15871 City Vie. Ddve Suite 200 Midlothian, VA 23113 804-794-0571 FAX 804-794-2635 11 Lk 0 J Z O N Q a Z ar W JCL LU IL 0 u 00 Of =W CO) w C)'w G Z z� Q< �< Q LU O DRAWN BY LBH DESIGNED BY LBH CHECKED BY CMS DATE 2017-11-09 SCALE 1" = 5' REVISIONS: 4ppho Vr- D SHEET NO. C1.2A JOB NO. 53170080.00 LI 18.0' 43.1' 27.7' 8 o a a p O C V dam. 0. 0 20 10 5 0 20 1 "= 20' O F ■ GATEWAYS I ■ PRE—BROWSE U ■ ■ ■ ■ � COO ■ ■ J MENU ■ ■ -�■■■ ■■■ ■■■e NOTE: REVISION 1 WAS MADE BY BALZER AND ASSOCIATES, INC. WITH THE PERMISSION OF BOHLER ENGINEERING. REVISION 1 INCLUDES ONLY MODIFICATIONS TO THE McDONALD'S DRIVE-THRU EQUIPMENT AND LAYOUT. STOP BAR was 0♦ a° 1 5 PROP. STOP t• BAR &STOP � SIGNS( P.) ; WV s �; ..... W i ♦Sr � 1411 ' ED -0 20 10 5 0 20 s� � oo 1� 8, RESTRIPING (TYP) � d��s�G6rL riz rrp�ys NOTE: THIS PLAN REFLECTS ALL �•�96�y�i ' ' sr�� g IMPROVEMENTS FROM SITE PLAN AMMENDMENTS 1 AND 2. ADDITIONAL MINOR IMPROVEMETNS ARE ALSO REFLECTED. 306 -ISI / raj E 1 j \ / 10PIRKNo 30 66 d, s a 10 5 2.5 0 10 s- / WM p '� % ''✓. ww GM VIM 'i, ar r`N / 6' C40 Nil,` s ), �/--�/��--�—I 6 �k fN. / � 3 `` O i d+� � O • NNl W I f Z ul i L0.8 y 840°0607"6V 199.96' ' �i � � , 61.5• --. IiI �• cow '.'O3 = •f.I8.23 I � 4Q0' PARCEL B- s• % I6 0 t BERAELEYCOAIJIUNITY DB, 536 G. 24 N LAND SPV2LC D.B. 21.10)'G. 302 Uqu srg w T1I61N 12 -ID 1210 N ZK AREA:40,172S.F. ; OR 0.9fAC. a o 1-570RY dP,CA' q 11, 1 2 SF. 0 I � I 1200 fVG71I=21.5't � 6&6 6 _ffT ffT I I I�•ME � ✓ rid O ►� / a r r GENERAL NOTE: THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PRC SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELA SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECC 'ING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONST' )TANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS PULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1 a PROP. STOP BAR & STOP 1t. SIGNS(TYP.)' \ / \ J PROP. STOP BAR wM Ia Q, �{ '�!c$• ` I I SW SW aw xaur17 ccs YASICW Sk"»V PROP. CROSSWALK (STAMPED ASPHALT) ' 74.9' 13' 11' 11' 11.8' I /MW l' hf W -19.0f # ' N7#II slew S"r I 'q a_ F I I QUO.135'0 1Q3' I JpL� II�'sII PROP. SAWCUT LINE �`• 7.4 �� 1Y \,1' ,1' 1 3.51,11- 12' Vola►1G cE1sE MIC fiR Rs 1991 PA6F 125 I I I I 3.5' WIDE RAISED MEDIAN ISLAND WI HEADER ERCUCURB rltll�l t* 92, — 1 o S46°26142"yt hiBLP Fallo AMM wv caw aw o ' 4'DOUBLEYELLOW -• .�y'Clj, a7AC M W/2' agNR CENTER STRIPE +I �y ;1VIINOI.,E TRAIL -U.S. R1n. 29 .��, ► �. 8 moo. ((ww �s- / \ X/-\ 20 10 5 0 20 1.1= 20' EX. PYLON SIGN; PROP. 2'X13.3 ' - MY �- BA lMK-56 CONC CURB o�cz� n wly 20 10 5 0 20 I"= 20' t9 r< ria A��a r2✓L..., �'�L`PG . PROP. STOP SIGN I� PROP. STOP BAR I♦ \ 17� 4 G ' s STOP BAR -- — 0— WV PROP. CROSSWALK ' \ (STAMPED ASPHALT)- �\"A. \ 1 1 , 14.9 13 11 11 11.81W i I v PROP. SAWCUT LINE 12 I I I 1 t � 1 11 12 1 1 1 I I 1 1 11113.5 , I I I I 3.5' WIDE RAISED MEDIAN ISLAND I I WI HEADER CURB�— � I I _ RIP -RAP I 4 PVC 8" SAN. 8" 2/11 -= -- --_ --_ — — 1 'x 1, COVER STOP BAR IL l4ESAR FO D r 'ACC S" < , C /\_4" DOUBLE YELLOW CENTER STRIPE .q �G 00 1p S QD a�� 9 Q� >e, � '� �-� � � -�� 288, �, � -•� If STRIPING (TYP) PROP 2P BOXAREA PROP 6lama �I AEN LVCM KGGA IiiCURB • anC xaur ai• (sly 4R% `lb Q� 'Q` �' '' moo. I �'rbl - X \,k� 0 EX. PYLON SIGN -.- CCNG a.YIB W/hG P 1o.,M1{�4� J MASONRY BASE o� L J --- -- --- - - -� 0 -TO'----------- l aMCaA84W?'aW7DP ---- I------- _ �4 S40012'41"W 103.73' 1 I— 5 n° — ° , S23°1033'E _ 3.331 W _ �• 2.95' ® � 283.33' sla° P.O.B G45C LYA4b W/1' GYWIER Cold- EX. old L o� a a w/2 amtx cm arrg w/2' affM? - SETVIINOLE TRINE -U.S. RTE. 29 0 °� .q, O O k' O -P VARIABLE tVIDTHRIGHT OF- tYAY 50 25 12.5 0 50 i..= 50' 20 10 5 0 20 1.1= 20' PROP 2' PLANTER BOX AREA 20 10 5 0 20 01111111111111 1 "= 20' iv- V r— gAfM 511& f IV AND ASSOCIATES INC REFLECTING TOMORROW www.ba1zer.cc Richmond New River Vafley Roanoke Staunton Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS REVISIONS 012/7/2018 McD EQUIPMENT B&A THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-2454848)(PA 1-800-242-1776)(DC 1-800-257-7777) (VA 1-800-552-7001)(MD 1-800-257-7777)(DE 1-800-282-8555 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V101600.01153170080.00 DRAWN BY: MJS/LBH CHECKED BY: MRJ/CMS DATE: 2/27/13 SCALE: AS NOTED CAD I.D.: SSO PROJECT: MINOR SITE PLAN AMENDMENT 3 FOR FEDERAL REALTY INVESTMENT TRUST LOCATION OF SITE SHOPPERS WORLD COURT CHARLOTTESVILLE, VA ALBEMARLE COUNTY Balzer and Associates, Inc. 15871 City View Drive Suite 200 Midlothian, VA 23113 804-794-0571 FAX 804-794-2635 :L T H 0F l L o CHRISTOPHER M. SHUST 9 Lic. No. 34028 02/07/2018 �SS��NAL ENG\ SHEET TITLE: SHEET NUMBER: 3 li OF 3