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HomeMy WebLinkAboutARB201800038 Plan - Approved 2018-07-19GENERAL NOTES OWNER/DEVELOPER: FLOW COMPANIES 2425 PLAZA DRIVE WINSTON-SALEM, NC 27-103 CONTACT: MR. DON SPEIGHT PHONE: 336-76o-S222 FAX: 336-76o-7005 ENGINEER: COLLINS ENGINEERING Zoo GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS PHONE: 434-293-3719 TAX MAP NO: 07800-oo-oo-olSDo & 07800-oo-oo-o2SEo ZONING: HIGHWAY COMMERCIAL (HC) WITH ENTRANCE CORRIDOR OVERLAY USE: CAR DEALERSHIP MAXIMUM NUMBER OF EMPLOYEES: 20 TOTAL ACREAGE: 1.95 +/- AC. (TOTAL FOR 2 PARCELS PER SDP-2004-00027) PARKING SETBACK: 10' UTILITIES: ALBEMARLE COUNTY WATER AND SEWER ARE AVAILABLE ON THE SITE. DRAINAGE DISTRICT: MECHUNK CREEK WATERSHED: SOUTH FORK RIVANNA RIVER RESERVOIR DRAINAGE: THIS SITE WILL DETAIN STORMWATER RUNOFF BASED ON THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. THE WATER QUANTITY WILL BE ACHIEVED VIA THE USE OF AN UNDERGROUND DETENTION SYSTEM. THE WATER QUALITY WILL BE ACHIEVED THROUGH THE USE OF FILTERRA INLETS AND THE PURCHASE OF NUTRIENT CREDITS. TOPO & SURVEY: TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES, SURVEYED IN 2013. UPDATED TOPO & ASBUILT INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING IN OCTOBER, 2027. PROPERTY WAS FIELD VERIFIED IN MARCH OF 2027. DATUM: USGS - NAD 83 SETBACKS: FRONT- 2o' MINIMUM AND 30' MAXIMUM (SITE FRONTS ON A PRINCIPAL ARTERIAL - NO MAXIMUM BUILDING SETBACK) REAR - NONE SIDE - NONE PROPERTY USE: EXISTING USE: CAR DEALERSHIP PROPOSED USE: NEW CAR DEALERSHIP BUILDING (7,623 sf FOOTPRINT WITH 2 STORIES) NEW BUILDING TO CONTAIN S,780 sf OF INTERIOR DISPLAY AREA ON UPPER LEVEL, 4,67S sf OF OFFICE AREA SPREAD OUT OVER 2 LEVELS & 2 SERVICE STALLS ON THE LOWER LEVEL) BUILDING HEIGHT: 2 STORY BUILDING (BUILDING SHALL NOT EXCEED 65' ATTHE REAR & 45' AT THE FRONT) IMPERVIOUS AREAS: Post-ReDevelopment Impervious Area Summary Pre-Devellopment Impervious Area Summary Defined by Parcel Limits (1.95 ac.) Defined by Parcel Limits (1.95 ac.) Existing & Proposed Parking Lots & Sidewalks 57,200 sf Existing Pa irking Lots & Sidewalks Existing Buildings 12,000 sf Existing Bulildings Proposed Building 7,615 sf 76,815 sf PARKING SCHEDULE: SEE SHEET 8 FOR PARKING CALCULATIONS LANDSCAPING PLAN: SEE SHEET 6 OF THE FINAL SITE PLAN AMENDMENT LIGHTING PLAN: SEE SHEET? OF THE FINAL SITE PLAN AMENDMENT PHASING: THE PROPOSED DEVELOPMENT WITH THIS SITE PLAN AMENDMENT SHALL BE COMPLETED WITHIN (1) PHASE. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED STEEP SLOPES ON IrHE PROPERTY. PLEASE SEE SHEET 2 FOR DETAILS FLOODPLAIN & WPO BUFFER: THERE ARE NO WPO BUFFERS OR LIMITS OF FLOODPLAiIN ON THE PROPERTY. STORMWATER MANAGEMENT: THIS PLAN WILL COLLECT RUN-OFF AND CONTROL THE WATER QUANTITY WITH A NEW PROPOSED UNDERGROUND SWM FACILITY. NUITRIENT CREDITS SHALL BE PURCHASED FOR ANY WATER QUALITY FOR THE PROPOSED 11MPROVEMENTS. TRASH COLLECTION: EXISTING DUMPSTER ONSITE TRAFFIC ANALYSIS: ITE TRIP GENERATION MANUAL, 8TH EDITION (CODE 841- NEW CAR SALES) TOTAL DAILY AVERAGE TRIPS = 255 VPD (127.S ENTER/127.5 EXIT) - TER EXIT R -1 VPH sz EN M PEAK HOUR 6 WEEKDAY A / ) ( 4 WEEKDAY PM PEAK HOUR = 21 VPH (8 ENTER/13 EXIT) CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLACES IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE /� CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, ;SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. 48,650 sf 5,025 sf 53,675 sf Aill I A IV-1 (9� PLAN -38) RIVANNA DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP 78-15 CROWN M T R C/O ASBAUT y 622 3RD , 3VT ;NEW YOiNY[1 TMP 71 FLOW 1425 P I WINS,l jj _ w _ _ROUTE 2�0 RICNMONDRO,AD ri r._ -- 'Ii I RI LC MOTIF GROUP FL )17 �� I= _- i �� ; !�! i � _I ,. RICHMOND LLC—' DRIVE "� TMP 78 SALEM, VA 27103 JANICE 2205 Si' I RID, E. V TMP 78-25D JANICE LINKOUS 2705 SHEPHERDS RIDGE RD CHARLOTTESVILLE, VA 22901 SHEET LAYOUT SCALE: 1" = 100' r a /�Xy/, . TMP�r '4 VIRG AS FIR, ` � I.It?Y OF FINE CARS C/O Bi C_ N D g6o tl _ NV CHAR OTTt A22902 VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE & UTILITIES PLAN 4 GRADING PLAN 5 LANDSCAPE PLAN 6 LIGHTING PLAN 7 DISPLAY PARKING CALCULATIONS 7 TOTAL NUMBER OF SHEETS LEGEND: FINAL SITE PLAN EDGE OF PA DEMENT CURB PROPOSED BUILDING WITH INTERIOR WALLS PROPOSED ASPHALT PAVEMENT PROPOSED DISPLAY PARKING PAVERS PROPOSED DECORA77VE FLOOR 71LES PROPOSED EASEMENT, — — — — — — — — — VARIOUS WITH EACH SHEET DRAINAGE PIPE BENCH MARK v SIGN G� PROPOSED HANDICAP PARKING SPACE STRIPING _-_--- - EXISTING CONTOUR zoo PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVA77ON 5Q6.21 EP TBC DEN07ES TOP11BACK OF CURB T/B DENOTES TOP OF BOX << $ MANAGED STEEP SLOPES MANAGED STEEP SLOPES TO BE IMPACTED PROPOSED CONCRETE APPROVAL DATE_ DEPARTMENT OF COMMUNITY DEVELOPMENT PLAA^4kTER ISY ENGINEER. INSPECTIONS ARB DEPARTMENT CIF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIR INIA. DEPAI2MENT OF TRANSPORTATION REALTH DEPARTMENT .''- Tx o f SCOTT R. COLLINS'2� 1f Lie. No. 035791 � 00 CO 00 C3 Q 0 0 ' m m W w LU < ¢ CL 0 0 0 0�ce � m mL) LU LL H !-1 LL W W ac z Ld w w z C.� z w U) z J C OJ C O U c L Q x a� 0 01 C .0 0) r- a L L C 0 U O c a 0 0 U _ V3 0 U O 0 O C U] _ U C i a: } a: 0 a s Q u Q a a 0 Q) V) f. c 231 SCALE AS SHOWN SHEET NO. 1 c ca z c� w w z z w cn z J J 0 U 0 a L . � v3 i � ��.�, j ��.; ,,;� �;, NOTES. :L. ALL HVAC UNITS AND EQUIPMENT SHALL BE ROOF MOUNTED. MECHANICAL s".. EQUIPMENT SHALL BE HIDDEN FROM THE ENTRANCE CORRIDOR WITH PARAPET WALLS, SEE ARCHITECTURAL ELEVATIONS. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. 2. THE PROPOSED RETAINING WALLS SHALL MATCH THE COLOR OF THE BRICK BUILDING MATERIAL.'✓ 3. SEE SHEET 9 FOR DETAILS ON THE PAVEMENT DESIGN 4. CUSTOMER PARKING SPACES MUST BE io' WIDE ALONG 2o' DRIVE AISLES, OR g' WIDE ALONG 24' AISLES. m S. NO SPRINKLER SYSTEM IS PROPOSED WITHIN THE BUILDING. FIRE FLOWS €'wi ONSITE ARE ACCEPTABLE, AND THE BUILDING IS WITHIN 250' OF THE HYDRANTS. NOTES: i. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL AND ELECTRICAL PLANS FOR THE LOCATION OF ANY ELECTRICAL CONDUIT FOR THE LIGHTING, ALONG WITH THE ELECTRICAL CONDUIT FOR THE SIGN, CAR CHARGING AREAS, AND TRANSFORMERS. 2. CONTRACTOR SHALL CONTACT ACSA WITH 3 DAYS NOTICE FOR INSPECTION SERVICES FOR THE PROJECT, 3. FINAL METER SIZING TO BE REVIEWED AND APPROVED BY ACSA. FINAL FIXTURE COUNTS SHALL BE PROVIDED TO ACSA FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF A BUILDING PERMIT. BASED ON THE CURRENT DESIGN, A s" METER IS CURRENTLY PROPOSED. TM P 78-7 ems. BUSHEY, WARREN AAND MARY C TRUST t 368o NEWBRIDGE ROAD KESWICK, VA 22947 ACSA GENERAL WATER & SEWER CONDITIONS i �. WORK SHALL BE SUBJECT TO INSPECTION BYALBEMARLECOUNTY SERVICE I` AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR m•I NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. } I 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED .,.-... j WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE " ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.5. + a 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY + ` {1-800-552-7001}, 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF ' 4 COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS qp,,. 3 I INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES, ETC. } 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. =£i 8. 'VALVES ON DEADENd LINES SHALL BE RODDED TO PROVIDE ADEQUATE •-.a,.d RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ` 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 {SENATE If BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT}. UTILITY NOTES: �. CONTRACTOR SHALL NOT DISTURB EXISTING UTILITIES. IN THE EVENT THE BURIED WATERLINE IS EXPOSED DURING CONSTRUCTION THE _ 3. CONTRACTOR SHALL CONTACT ACSA RWSA AND COLLINS r..°;"`,,_ ENGINEERING IMMEDIATELY. 2. CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS FOR PAVEMENT, CURB AND UTILITIES TO ANY EXISTING, OR UNDER CONSTRUCTION, INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE r.n ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, CURB &° GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB" ROADWAY & PARKING LOT TIE-INS TO EXISTING ROADS AND PARKING, }i PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALLTMP8b .: ROADWAYS, PARKING LOTS, CURBING AND DRAINAGE STRUCTURES 9.v 5, law" 't PARTNERSHIP PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL PRIOR TO H... 3980 NEWBRIDGE ROAD`; CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY VA 22 ` K ESWICK 947 j SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. GRADING SHALL NOT COMMENCE WITHOUT WRITTEN AUTHORIZATION h< FROM RWSA CONFIRMING THAT TEST PITS HAVE BEEN DONE AND THE EXISTING WATER LINE IS NOT IN CONFLICT. S. RWSA REQUIRES A MINIMUM COVER OF 3.5' (42") OVER WATER MAINS. 6. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY -dM— DISCREPANCIES. ' ° �- 7. A KNOX BOX SHALL BE PROVIDED AT THE MAIN ENTRANCE DOOR TO THE PROPOSED BUILDING FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE MARSHALL's OFFICE PRIOR TO INSTALLATION TO CONFIRM EXACT LOCATION. EXISTING FIRE ---�— HYDRANT TO } REMAIN CONTRACTOR SHALL — INSTALL A STOP SIGN LIMITS OF PROJECT ' AREA PRO IOSED 10' WIDE PRIVATE 1 TILITY EASE ENT ENCOMPASSING PRIVATE GASH SERVICE LATERAL. EASEMENT OCATED ON TMP 78-15D ONLY 150' TO NEAREST INTERSECTION 660' TO NEAREST INTERSECTION 1 TIE IN PROP SED GAS SERVICE T EXISTING GA LINE —ALL GAS TIE—IN CONN CTIONS TO BE COORDINATE WITH GAS COMPANY PROPO ED LANDSCAPE) AREA G �' $ PROPOSED HAND CAP, VAN — :E }rn ACCESSIBLE P RKING 1Q SPACE WITH IGN 911 1 EXISTING TURN LANE TO REMAIN P POSED CG 6 (TYP.) a EXISTING LANDSCA NG( REP I SCREENING TO BE NTED } ALONG ROUTE 25 PROPOSED I 9118' DISPLAY PARKING PROPOSED BRICK -- SEATWALL (TO MATCH BUILDING). SEE SHT. 4 FOR ELEVATIONS AREA v o 03 i c z v � � c 0 0 Q � � --e , , " ("; � �, -, - � X ,/,-/ '), - - ­ .- � � -,, __� 13 11 ,�Ift CD U3 I I s � ".. i 1:91a a :3 0 a j I IOZ=,,T CL 0 DIVDS W In 0 2 . EzTz9T a , (D 0- 'ON 901 0- U) -a C) = 9 �� 3 m q I m m a Z3 � I � 9 C) cn -.-I r- 0 (m, 0 m G - =- FT1 n . CD x 0 C_ C: w. 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Offanini wtwn0orJ STANDARD AFNI MOUNTi wolvr* lniolud* 4119k, 1;rorL&e, imy, In 000K 1+4 2751t) CC T 70 CAll, Extruded Aluminum arm Inalvdila whits, dark platinum a mid graphite Optional -SOWK, SWOK and 11MOK Intarnal bolt juidn allAwArg for mattlilz RAL and oustain color COT, alryposiflonlrrg of ffmra dulng rnwinhas avail2bla. miatint1% Whuan irrituriArig uvc or moni lumirial roa at 01 and warrkfity 1W mil the EA PUrd*d an-n R ve-yawomyrenty. May bi tsquirld par tea tho Rit—AINAIDNE Fo7.9­�.'FTP1ff,T_fint thanitier61 vex IIA na rd -6, 00bo"Airm VAlom 1 IVA WMAnn W.1i Am LightaqvWS1 ieltkrt Arm Lwith LMVM 11W I-& fi 042mrni. 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",I 17.77 kiii a j I'll AN imal 6 a.i Lj W.27 411.1 Mglillift I 9N KIKATA1161;Alel 1-4 iptj WON waro-p j .a� — M. --I ­­ . ­. . ­q P— A,"A� lw% an at u^ t V""11-119*1 QhiQ Iwo A, ,TH 0 L �0*11� 4e �SCOTT 111 R. COLLINS�� U Lie. No. 035791 YO O d 0 TAL Y_LLJ NAL LIJ z 0 O % A, lavanti 11g1ht1r)", do 00 do 0 9 6 U.1 ULI z i.. z LU z LU LIJ LIS 3 9050 PRODUCT SPECIFICATIONS 0 ca 2: 2: =) 0 0 LA Ln X 0 w u u z z z 0 Product Family CSA 40 U M z co Ce 1:0 EN, LILI Ui Uj _C Title CSALP 40,2030.50, CSA 400 RECESSED DOWNIL LU 0 GHT, 1XLED 300OK/50- CONV.INCL. 0 z UL1 LU U.1 (:) U 0 U 0 U Vander LTS by SCILAVANTI 0 U) M CL CD co ED CY Indoor/Outdoor Indoor < W LU Le) Ce cIe Mounting CEILING RECESSED Lij ce > > Ce LLI LLJ C: Product Number L639050 LlU 22 U.1 2 in 0 Product Description CSALP 40.2030.50, CSA 400 RECESSED DOWNL LLI LLI Uj GHT, 1XLED 3000K(50* CONV.INCL. Dia 4,5 in. Uj Lli iY LLI 0� Input Voltage 120 volt Wattage 219W Colortemp 3000K 0 Lumens 2305LM Beam & Angle Lamp LED Testing Lab ETL, F IP Rating IP20 Safety Class CLASS I Remarks 1 white ID .2 Remarks 2 LED.29W.300OK2305LM,501,DI15.white ULI In —4 'A —_ CO co 14 co 00 1_q Remarks 3 available In RAL colors r4 00 ALL PROPOSED POLE LIGHTS SHALL BE BRONZE NOTE, ALL LENSES FOR THE PROPOSED LIGHT FIXTURES SHAILL BE FLAT LENS TO ENSURE FULL CUT-OFF, INITIAL FOOTICANDLE LEVELS AT GRADE, S-tcitstical Area Summary Label Avg Max Min Avg/Min max/Min INSIDE LOT 8.35 118.7 0.1 83.50 283.00 ALL 18'POLES TO BE MOUNTED ON CONCRETE PEDESTALS 2' ABOVE GRADE, FOR A TOTAL MOUNTING HEIGHT of 20'. NOTE: Reflector MUST be field rotated by the CONTRACTOR to correspond with the direction indicated by the arrows on this layout. EXAMPLE OF DIRECTIONAL ARROW I=> Luminalre Schedule Symbol Qty Label Arrangement Lumens LLF Descriptlon Watts + 2 A 2 AT 180' 40000 11000 GLEON-AF-01 458 —M 2 B SINIGLE 40000 L000 GLEON-AF-01 458 1 C 2 AT 180* 40000 1 1.000 GLEON-AF-01 458 1 R SINGLE 2305 1 1 CSALP 40-2030-50 CSA 400 29 , cam III—NoNs rl� :3 -0 0-) L9 z NNEEM X_ ca 3: O D 0 N > 0-) 0 CN CL V) :3 W0 z > 0 _K-_ V, Lid L9 u U. zo __j P-1 z S W < U O 0 O Ul E CD LL] L111 LLJ LLI z CD z U) 'may Z _j _j 0 C) LL. Ly Ld Q) LL_ Li :J _D U X n 10) LJ I I 0 W _j 0 0 b F_ r 00 LU 1­1 E 0 ULI Z) 0 JOB NO. 162123 0 SCALE 111=20' SHEET NO_ -Ei 0 6 PARKING CATEGORY REQUIREMENT PROVIDED 1 SP/1500 SF OF DISPLAY AREA = CUSTOMER PARKING 8 SPACES 9000 SF OF DISPLAY AREA/1500 = 6 1 SP/200 SF OF OFFICE AREA = OFFICE PARKING 4675 SF OF OFFICE AREA/200 = 24 24 SPACES 2 SP PER SERVICE STALL+ 1 SP PER SERVICE SPACES EMPLOYEE = 2 SERVICE STALLS* 2 + 10 SPACES 6 EMPLOYEES = 10 SPACES DISPLAY SPACES NOT REGULATED 24 SPACES 66 SPACES + 3 TOTAL HANDICAP SPACES *NOTE: TOTAL DISPLAY AREA INCLUDES 5,780 SQ, FT. INTERIOR DISPLAY AREA AND 3,220 SQ, FT, EXTERIOR DISPLAY AREA. I� 0 C) y i i PARKING NOTES: -i. PROPOSED ENTRANCE SHALL NOT EXCEED 4% GRADE. SEE 4 FOR FINAL PROPOSED GRADES. 2. PROPOSED PARKING AREAS SHALL NOT EXCEED 5% GRADE. SEE 4 FOR PROPOSED GRADES. SLOPES OF EXISTING PARKING AREAS SHALL REMAIN UNCHANGED. 3. PROPOSED DRIVE AISLES AND PARKING AREAS SHALL BE PRIVATELY MAINTAINED. 4• SITE SHALL SHARE EXISTING DUMPSTER ON ADJACENT FLOW AUTOMOTIVE SITE, 5. ALL OPEN SPACE AREAS SHALL BE LANDSCAPED. 6. THE MAXIMUM PROPOSED HEIGHT AT THE FRONT OF THE BUILD]NG IS 45° 7. EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR, AND EQUIPMENT ON BOTH THE EAST AND WEST SIDES OF THE EXISTING BUILDING SHALL BE RELOCATED TO THE BACK OF THE BUILDING. 8. VEHICLES SHALL NOT BE ELEVATED ANYWHERE ON SITE. S. NO PARKING MAY OCCUR IN TRAVELWAYS. 3.o.CUSTOMER SPACES SHALL BE CLEARLY DELINEATED ON THE GROUND, SIGNED & MAINTAINED FOR CUSTOMERS ONLY. CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS & SIGNS REFLECTING THIS. _.-� +' p I__2 . -.j .' � {y DISPLAY DISPLAY !! 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COLLINS� Lic. No. 035791 �- 14 9 co CO C) co 110 QY 0052311 tJ project: FLOW AU DI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, INC 27103 job number: 15026 drawing: COVER SHEET revisions: drawn by: checked by: im Checker copyright: brwarchifecfs, P.C. approval sea] date sheet 1/26/18 CD - 100% 0 L' -0 (N C) I 1/8" = 1 1-01, A A.1 B C C.8 D 3'- 6" 1 20'- 0" 20'- 0" 20' - 10" 3'- 6" NOTE: THIS PLAN IS INTENDED FOR QUICK REFERENCE, FOR MORE FOUNDATION DETAILS AND DIMENSIONS, SEE S1 3, Ou 2 N 00523 3 PC project: FLOW AU DI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: FOUNDATION PLAN revisions: drawn by: checked by: Author Checker copyright: brwarchitects, P.C. approval date 1/26/18 CD - 100% seal sheet act I 1/8" = 1'-0" A .1 B C C.8 D WALL TYPES EXTERIOR WALLS II W1 5/8" GYP. BD., 8" CONCRETE, 1" RIGID FOAM INSULATIONI, 1"AIR GAP, NORMAN BRICK WJ 112" JOINT AND FLUSH MORTAR 5/8" GYP. BD., 6" METAL STUDS 0 16" O.C. W15 1 /2" THICK ROCKWOOL INSULATION. 1 /2" SHEATHINGY' RIGID INSULATION, 1" AIIR GAP, NORMAN BRICK (SEE ELEVATIONS FOR BRICK TREATMENT) 5/8" GYP. BD., 8" METAL STUDS @ 16" O.C. W/ 6" ROCKWOOL INSULATION. 1 /2" SHEATHING„ 1" RIGID FOAM INSULATION, 1" AIR GAP, NORMAN BRICK (SEE ELEVATIONS FOR BRICK TREATMENT) W4 5/8" GYP. BD., CAST IN PLACE CONCRETE (REFER TO FOUNDATION PLAN FOR THICKNESS),1.5" RIGID INSULATION W5 1'-0" X 2"'STEELBUILT' ALUMINUM CURTAIN WALL SYSTEM W1 FULL -HEIGHT, 1" THICK SOLARBAN 70XL GLASS W6 BRICK VENEER BOTH SIDES, 1 3/4" AIR GAP BOTH SIDES, 1 /2" SHEATHING BOTH SIDES ON 2X8 MTL STUDS. 1'-8" F.O. BRICK TO F.O. BRICK INTERIOR PARTITIONS - METAL STUDS 5/8" GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS n 16" O.C. EXTEND STUDS <@> TO 12" ABOVE CLG. HEIGHT AND EXTEND BOTH SIDES GYP. BD. TO 6" ABOVE CEILING LEVEL. W8 5/8" GYP. BD. EACH SIDE OF 6" METAL STUDS @ 16" O.C. W/ 3-1 /2" SOUND BATTS. EXTEND STUDS, SOUND BATT, AND ONE SIDE GYP. BD. ABOVE CLG. TO BOTTOM CHORD TRUSS ASSEMBLY ABOVE (SEE SHELL.) W9 PARTITION W7 - GLASS PARTION 1 /2" THICK, FULL HEIGHT GLASS PARTITION. RECESSED HEAD AND SILL USING DRI-FIT U-CHANNEL. SEE A7.6 FOR DETAILS Sp r' N 00524* project: FLOW AU CAI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: FLOOR PLAN - SERVICE LEVEL revisions: drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date 1 /26/ 18 CD - 100% seal sheet G C 0 co iT co 0 N w 67' - 10' ,3, - 6„ 20' - 0„ 20' - 0„ 20' - 10" MAIN LEVEL (415 FFE) WALL TYPES EXTERIOR WALLS W1 5/8" GYP. BD., 8" CONCRETE, 1" RIGID FOAM INSULATION, 1"AIR GAP, NORMAN BRICK W/ 1 /2" JOINT AND FLUSH MORTAR 5/8" GYP. BD., 6" METAL STUDS @ 16" O.C. W/ 5 1 /2" THICK ROCKWOOL INSULATION. 1/2"SHEATHING, 1" RIGID INSULATION, 1"AIR GAP, NORMAN BRICK (SEE ELEVATIONS FOR BRICK TREATMENT) -, L 5/8" GYP. BD., 8" METAL STUDS @ 16" O.C. W/ 6" ROCKWOOL INSULATION. 1 /21, 3 SHEATHING„ 1" RIGID FOAM INSULATION, I" AIR GAP, NORMAN BRICK (SEE ELEVATIONS FOR BRICK TREATMENT) W4 5/8" GYP. BD., CAST IN PLACE CONCRETE (REFER TO FOUNDATION PLAN FOR THICKNESS), 1.5"RIGID INSULATION W5 l'-O X 2"'STEELBUILT' ALUMINUM CURTAIN WALL SYSTEM W/ FULL -HEIGHT, 1" THICK SOLARBA N 70XL GLASS W6 BRICK VENEER BOTH SIDES, 1 3/4"AIR GAP BOTH SIDES, 1 /2"SHEATHING BOTH SIDES 00 ON 2X8 MTL STUDS. 1'-8" F.O. BRICK TO F.O. BRICK INTERIOR PARTITIONS - METAL STUDS ® 5/8" GYP. BD. EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. EXTEND STUDS TO 12" ABOVE CLG. HEIGHT AND EXTEND BOTH SIDES GYP. BD. TO 6' ABOVE CEILING LEVEL. kw- MOM 4W8 5/8" GYP. BD. EACH SIDE OF 6' METAL STUDS @ 16" O.C. W/ 3-1 /2" SOUND BATTS. EXTEND STUDS, SOUND BATT, AND ONE SIDE GYP. BD. ABOVE CLG. TO BOTTOM CHORD TRUSS ASSEMBLY ABOVE (SEE SHELL.) W9 PARTITION W7 - GLASS PARTION 1 /2" THICK, FULL HEIGHT GLASS PARTITION. RECESSED HEAD AND SILL USING DRI-FIT U-CHANNEL, SEE A7.6 FOR DETAILS Y N BRUCE r� P'I e;; zf f f 9 project: FLOW AU DI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: FLOOR PLAN - MAID LEVEL revisions: 7/17/18 drawn by: checked by: Author Checker copyright: @ brwarchitects, P.C. � � F fT E C T approval date 1 /26/ 18 CD - 100% seal sheet A1.2 loW I i 0 �n 0: 00 0 N w 3 00 LO N c� 00 a C9 O 10 co A off.1 B C C.8 nD 67' - 10" 3'- 6" 1 20' - 0" 1 20' - 0" ( 20' - 10" 3'- 6" A7.3---�-- (4,-8„ I I I I I I 1 1 I I I I I I I I I I I 2 A3.2 1 I I I I I I I I I I I I I I I I I I 2' - J L_ ___- 3' - 9" 3' - 9" 3' - 9" - - - - - - - - - 3, 9„ 3' - 9„ I , � I I L------ — ---J \W� (:::A7.:1) III- 1" F.O. BRICK TO F.O. BRICK 16-71/8" 21'-8" 10'-9" F.O. BRICK TO F.O. BRICK 8' - 6 1 /4" I I OOF DRAT AND EMERGENCE ROOF RAIN ----------------- A 4"SANITARY OWN 4"SNITARY DOWN 411 /2" SURFACE MOUNTED 4 1 /'2" SURFACE MOUNTED O BOLLARD, MATCH PAINT WITH BOLLARD, MATCH PAINT WITH O WHITE BRICK WHITE BRICK �— — I — I I SHEEPS To UE 1 SERVICE LEVEL (FFE 405) - ENLARGED A2.2 1 /4" = 1'-0" A2.3 11'-51/8" 1 1 "V3 y3'-9" 3'-9" 3'-9" 3'-9" -9" .3 -9" 3'-9" 3'-9" A7.3 - -- --� 1 4 Sim 3 A7.2B A7.3 \ A7.9 SERVICE RECEPTION 371- 4" 1 7' = 2" F.O. BRICK T F.O. BRICK F.O. B ICK TO F.O. B I K 32' - 4" 7l'-0" 11'-31/2" I I 4 1 /2" SURFACE MOUNTED BOLLARD, MATCH PAINT- WITFh- , WHITE BRICK N- NN 1- dMEERGENCEY ROOF O RAIN I I I — — — — — — — — — —1 — — — — -- 0 SHEEP'S TONGUE 4 1 /2" SURFACE MOU TED BOLLARD, MATCH P ENT WITH -J WHITE BRICK 4T-0" 4 1 /2" SURFACE MOUN I Lp BOLLARD, MATCH PAINT WITH WHITE BRIC I I I I I I O ROOF DRAIN AND I ——EGEI�CEY�R�OF- - - - - - - - - DRAIN O 1 SOEEPS TONGUE I I 4 1 /2' SURFACE MOUNTED ------ BOLLARD, MATCH PAINT WITH WHIT BRICK k CNN N -0,59 33 i 4. r. project: FLOW AUDI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: ENLARGED PLAN SERVICE LEVEL revisions: drawn by: checked by: Author Checker copyright: © brwarchifects, P.C. approval date seal sheet A1.3 0 j Q I 00 Go C) Cq 00 E M 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - MAIN LEVEL (415 FFE) - SHOWROOM 4'- 10" CD CJ O 9 A project: FLOW AU DI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: ENLARGED PLAN - MAIN FLOOR - SHOWROOM revisions: drawn by: checked by: Author Checker copyright: @ brwarchifecfs, P.C. approval date 1/26/18 CD - 100% seal sheet A1.4 1/4" = 1 1-01, 2�- 7 co LO 9 ( -:5)- 60 co 11 LO 9 co 00 0 N 00 F---- --1 A 'A. - 1 FEB C�I Y�C. 8 CD CD cV project FLOW AUDI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: ENLARGED PLAN — MAIN LEVEL — CUSTOMER ZONE revisions: drawn by: checked by: Author Checker copyright © brwarchifecfs, P.C. approval date 1/26/18 CD - 100% seal sheet Al .5 I O D I A A.1 B C C. D BUILT UP INSULATION, MATCH HEIGHT OF SLOPED INSULATION BEYOND BUILT UP INSULATION BEYOND, 1/4" SLOPE EMERG. DRAIN BEYOND. LIP HEIGHT 2" MINIMUM 4" ROOF DRAIN TYPICAL EPDM MEMBRANE INSTALLATION 4" POLYISO - R-26 67'- 10" 114'112" .......... Ex: 4" PIPE VERTICALS AND HORIZONTALS 1/4" SLOPE MAX 4" POLYISO ROOF DRAIN DETAIL INSULATION - R-26 ACROSSIDECK (2 CONTINUOUSLY INSULATED I 1 1/2" 1'-0"�.6 WHITE EPDM - It Ln Ln 04 EDGE OF UPPER ROOF -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- HVAC ZONE SEE MECH PLANS FOR LOCATIONS IL ------------------- ------------------ ----------------- 00 O CHASE TO / \ SERVICE LEVEL ROOF ACCESS BILCO -SINGLE LEAF ROOF HATCH 11 /4" 11 D. AND R.D.D R.D. AND 2" 1/4" 12" 11/4" 12"/4" 1 1/4" 12" 11/4" li \MERG. R i��RG. R EMERG. R7 D/ / ROOFDRAIN AND 'LO _61 O:d, 0 EMERGENCY ROOF I �PA I N4ERTtCA I — AK E ERG O. SHEEPS TONGUE LOPED INS. 2 SLOPED INS. SLOPED INS! 1. BELOW 6 ROOF DRAIN AND ROOF DRAIN AND EMERGENCY ROOF EMERGENCY ROOF DRAIN VERTICAL DRAIN VERTICAL SHEEPS TONGUE SHEEPS TONGUE BELOW BELOW I I' - 4 1/8" 12' 4 7/8" 10'- 0 1/8" 9'- 11 7/8" 13'- 0 1/8" 11'- 3 7/8' 7 T ROOF PLAN Al .6 1 /8" = 1 00152-33 project: FLOW AU DI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: ROOF PLAN revisions: drawn by: checked by: Author Checker copyright: brwarchifecits, P.C. R C H TE C T S approval date 1/26/18 CD - 100% seal sheet N 0 w V) V) w U w m 0 ao (31 00 0 N 00 3 1 2.5 2 2 1 A3.2 A3.2 1t4" = 1'-01' 1.1 1 2 1 A 7.5 III ACM FASCIA NORMAN BRICK, GLEN-GERY AUDI RING LOGO SLOPED ROOF 9 TYP OLDCASTLE CURTAINWALL SYSTEM "OYSTER NHGERY WHITE MORTAR � ITER WITH SPECK" BEYOND � A74 EwT2SOLARBAN 70XL GLASS: TYPE WITHGL �1 _ T.O. PARAPET /1 --------------- 20'-0" V nD nC. 8 (B) nAl rA � Q � z Q Q N Q w = U w z Q V) JJ Q SHOWROOM CEILING /1 15'-0' J EDGE OF CEILING WALL BEHIND GLASS JOINT CUSTOMER ZONE CEILIN__G_ /1 10, - 0" �/ TYP 2 A 7.4 1 U FI noR FF 141.5 FFFI n J °t o V C ,v IN 005233 project: FLOW AU®I 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: EXTERIOR ELEVATIONS revisions: 7117118 drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date 1 /26/ 18 CID - 100% seal sheet m� 1 a 0 00 01 00 0 N co 1/4" = 114" A A.1 1 B 2 1 n C. 8 A3.1 A3.1 rNORMAN BRICK, GLEN-GERY I OYSTER WHITER WITH SPECK" i i � WITH GLEN-GERY WHITE MORTAR, I (14 UJ Lu w SW U Qt� V) m w a � :�i 0 ry U 0 Z Z UJ a z UJ a T.O. PARAPET 20' - 0" SHOWROOM CEILING 15-0" CUSTOMER ZONE CEILING 10, - 0" — — 1ST FLOOR FF 415 FFE 01-01 L. _ SERVICE LEVELLIN 2 0 7.2A _Q ry N I { o is P 0,j.;. t . 2 project: FLOW AU ®I 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: EXTERIOR ELEVATIONS revisions: 7/17/18 drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date 1 /26/ 18 CD - 100% seal sheet me 7C) D 0 CD L0 Ci v (j) 00 CD 00 1/4" = 11-01, 1/411 = 1 1-01, CUSTOMER ZONE CEILING 101-01, I ST FLOOR FF (4- aFFE SEAT WALL, 3'MAX HT SERVICE LEVEL CEILING � koll NMI r, a 12 1 121ft'rAzal In A A.1 B(C> CC.8� D r---------- ----------- -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------- ---- -------------- --- -------- ------ --- -------------- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N ail I M [m MINE Ilk kyj `4 01 . NG - O' FF 0" BPU f DEU� project: FLOW AUDI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLAZA DRIVE WINSTON SALEM, NC 27103 job number: 15026 drawing: EXTERIOR ELEVATIONS revisions: 7/17/18 drawn by: checked by: Author Checker copyright: C brwarchifecfs, P.C. approval date 1/26/18 CD - 100% � I (.-, i I (� seal sheet 00 o; 00 0 c� 00 ALUMINUM PARAPET CAP 2 Sim A7.2B SHOWROOM CEILING, PAINTED DRYWALL ALPOLIC ACM, WHITE I I I I I I I I I I I 6X6 STEEL TUBE COLUMN I I SOLARBAN 70XL GLASS I I OLDCASTLE CURTAIN WALL SYSTEM, 1' DEEP MULLION I III I I I I I I I I , III ' I I I I III I I I I ! I III I SHOWROOM FLOOR, (F-1 ) I I I I I I I I 8 TYP A7.4 ACODRAIN - KLASSICDRAIN K100r, PRECAST CONC­ PARAPET CAP FULLY -ADHERED MEMBRANE ROOFING T.O. PARAPET � 'J 20' - 0" COVER BOARD 1 /2" GLASS -MAT GYP SHEATIHING 2" POLYISO INSULATION 5/8" GLASS -MAT GYP SHEATIHING 2 1 /2" FURRING WALL SHOWROOM CEILING 15' - 00" 1ST FLOOR FF (415 FFE —7-711 0' - 0" •HIVATAM WFME[QJ= 1 /2" = 1'-0" NORMAN BRICK, FI MO F VARIABLE GAP, 1", I" FOIL FACED POL' CONTINUOUS FC INSI IIII ATIli! 1 /2" SHEAT11- 2X6 METAL Sl 6" ROCKW, INSULA" 5/8" t 2" AIRGAP 1 /2" SHEATHING 2X6 METAL STUDS 5/8" GWB, SEE S2.1 FOR, FOUNDATIONI DETIALS, 1/2" = 1'-VI T.O. PARAPET 20' - 0" V CUSTOMER ZONE CEILING 1 V I'KtC_AJI (UM_Kt PARAPET C, FULLY-ADHER MEMBRANE ROOFIr COVER BOAT 1 /2" GLASS-M GYP SHEATHI� 2" POLY[,' INSULATIC 5/8" GLASS-M GYP SHEATHI� NORMAN BRIC ALTERNATING 1; RECESSED COUR 5/8" G4 2X8 METAL STU 1 /2" SHEATHIr 1/2"-2"AIRGi RECESSED ROWLO( 1ST FLOOR FF1415 FFEj_� 0' - 0" 8" MTL BULKHEAD UNDER DE( 7 1 /4" ROCKWO( INSULATIC 5/8" G7 SERVICE LEVEL CEILING /1 1"THICK FIRE PROOFING -2'- 0" ' lI CAFCO 300, ALL STEEL FLOOR ASSEMB SERVICE DRIVE FF -10' - 0" �1 STRUCTURAL COLUh WRAPPED IN NORM/ BRICK, FLUSH MORT? 6" CFS STt WA BRACED FRAP WITHIN SU WA SEE S2.1 F( FOUNDATIC DETA 7 7?A T.O. PARAPET T__�1 20' - 0" J — SHOWROOM CEILING � 15' - 0" v CUSTOMER ZONE CEILIN_ ___ G /1 10, - 0" \-/ 1ST FLOOR FFJ415 FFE 0' - 0" SERVICE DRIVE SOUTH EXT. WALL 1 /2" = 1'-0" F FRAMELESS GLASS CORNER T.O. PARAPET T 20' - 0" V SHOWROOM CEILING /1 USTOMER ZONE CEILING /1 10,-0" V 1ST FLOOR FF �415 FFE 1710 0' - 0' SERVICE DRIVE ENTRY WALL SECTION 1/2" = 1'-0" PRECAST CONCRETE PARAPET CAP FULLY -ADHERED MEMBRANE ROOFN7G-- COVER BOARD 1 /2" GLASS -MAT GYP SHEATHING 2" POLYISO INSULATION 5/8" GLASS -MAT GYP SHEATHING 2 1 /2" FURRING WALL NORMAN BRICK, FLUSH MORTA R VARIABLE AIR GAP, I" MIN. 1" FOIL FACED POLYISO CONTINUOUS FOAM INSULATIONP 1 /2" SHEATHING 2X6 METAL STUDS 6" ROCKWOOL INSULATION 5/8" GWB STEEL ANGLE L8X6X1/2 2 A7.9 OLDCASTLE CURTAIN WALL WINDOW D T.O. PARAPET 20' - 0" v CUSTOMER ZONE CEIL . G n 10,-0" 1 SS SILL FLASHING I 5/8" GWB NORMAN BRICK, FLUSH MORTAR _ 1ST FLOOR FF j415 FFE) I1 2X6 METAL STUDS 0' - 00"- 2"AIRGAP 1 /2" SHEATHING SERVICE LEVEL CEILING n -2- 0" 2 qAi.2A I I I ��--" SERVICE DRIVE F_ F__/ — -10'-0" v I SALES AREA WALL OVER SERVICE DRIVE 112" = 1'-0" project: FLOW AUDI 1313 RICHMOND ROAD CHARLOTTESVILLE VA 22911 for: FLOW MANAGEMENT SERVICES 1425 PLA7A DRIVE WINSTON SALEM, NC 27103 job number: drawing: EXTERIOR WALL SECTIONS revisions: drawn by: checked by: Author Checker copyright: © brwarchitects, P.C. approval date 1 /26/18 CD - 100% seal sheet A7.1 r