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Home My WebLink AboutARB202000039 Plan - Submittal (First) 2020-03-17(D AIRPORT ROAD SHEETZ U=1 ow Uj INITIAL SITE PLAN Q ALBEMARLE COUNTY, VIRGINIA SCOPE OF WORK: W J THE SCOPE OF WORK GENERALLY CONSISTS OF COMBINING THREE PARCELS AT THE INTERSECTION OF S.R. 29 AND AIRPORT ROAD, DEMOLISHING THE EXISTING STRUCTURES, AND GRADING AND PREPARING THE SITE FOR A NEW GAS STATION, CONVENIENCE STORE, CAR WASH, AND ALL ASSOCIATED INFRASTRUCTURE SUPPORTING THIS WORK. V PROJECT SUMMARY NAME OF PROJECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510 SEMINOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT TYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS, LLC ADDRESS: 600 EAST WATER STREET, STE H CHARLOTTESVILLE, VA 22902 PHONE: (434) 422-5050 EMAIL: ANDREW@CORECVILLE.COM ENGINEER OF RECORD: SOURCE OF TOPOGRAPHY: PARCELS: CONTACT: LINE AND GRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE: ACTUAL GROUND SURVEY (SEE SHEET XI.0FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE & ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434-977-0205 EMAIL: BJAMISON@ROUDABUSH.COM TMP 32-38 PARCEL ID: 03200-00-00-03800 ZONED: CI COMMERCIAL OVERLAYS AIRPORT IMPACT; ENTRANCE CORRIDOR LEGAL AREA: 0.627 AC 27,304 SF TMP 32-39 PARCEL ID: 03200-00-00-03900 ZONED: CI COMMERCIAL OVERLAYS: AIRPORTIMPACT, ENRANCECORRIDOR LEGAL AREA: 1.666 AC 72,556 S F TMP 32-39A PARCEL ID: 03200-00-00-039AO ZONED: CI COMMERCIAL OVERLAYS: AIRPORT IMPACT, ENTRANCE CORRIDOR LEGAL AREA: 0.061 AC 2,654 SF TOTAL LEGAL AREA: 2.353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS BUILDING HEIGHT: ALLOWED OR REQ'D PER21.4 MAX HEIGHT ALLOWED= EXISTING BUILDING HEIGHT= PROPOSED BUILDING HEIGHT = SETBACKS: 65 FT 12 FT 24.33 FT Per4.20 PRIMARY STREET (RTE 29; PRI NCIPAL ARTERIAL) MIN FRONT YARD = 10 FT PRIMARY STREET (RTE 29; PRINCI PAL ARTERIAL) MAX FRONT YARD = NONE REQUIRED SECONDARYSTREET (AIRPORT RD; MINOR ARTERIAL) MIN FRONTYARD= 10 FT SECONDARY STREET (AIRPORT RD; MINOR ARTERIAL) MAX FRONTYARD = NONE REQUIRED SIDE AND REAR (ADJACENTTO COMMERCIAL) = NONE REQUIRED PARKING SETBACK = 10 FT SCREENING: ADJACENTTO COMMERCIAL NONE REQUIRED PER 32.7.9.7 SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS BUILDING FOOTPRINTS: EXISTING BUILDINGS AIRPORT PLAZA STORES 1 STORY FRAME & CINDERBLOCK 2STORY FRAME 1 STORY CINDERBLOCK METALCANOPY FRAME SHED 1 FRAME SHED 2 FRAME SHED 3 5,721 SF 3,513 SF 1,394 SF 794 SF 190 SF 303 SF 101 SF 282 SF EXISTING BUILDINGS TOTAL= 12,298 SF PROPOSED BUILDINGS PROPOSED CONVENIENCE STORE FOOTPRINT 6,077 SF PROPOSED CAR WASH FOOTPRINT 1,024 SF PROPOSED FUEL CANOPY FOOTPRINT 4,867 SF PROPOSED BUILDINGS TOTAL= 11,968 SF LAND USE: PER 22.2.1c CONVENIENCE STORE = 6,077 SF CAR WASH (DRIVETHRUTYPE) = 1,024 SF FUELSTATION (CANOPY) = 4,867 SF PARKING REQUIRED: Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEETC0.2) TOTAL REQUIRED PARKING = 47 SPACES Per ADA Std. 208 HANDICAP SPACES REQUIRED= 2SPACES TREE CANOPY COVER: SEE LANDSCAPE PLAN VICINITY MAP SCALE: 1" = 25,000' 0 o� ° o © • a � Oo °o° a o ° A 69 O p� �� oai 9 a Po O o Q ca fl a d D 8 v 4 n � 0 6 0 4 a O d ° •° Q O o � p o O o o o 0 PROJECT LOCATION a J ° Q 9 4e. p a9aDpo ° D,eeOo e9dso $ O° dc'Y g� ®/® .( / p � •OSri/ha�9 a ° o 1V O • g�� ®gOO ®®®s��' °� �o d�OO p6 a�� ° e� PROFFIT$ ;lop ®® o® g oo °e°sea ° Rp° ?� � Q°/i �/N®4u � � , CO �(�'",( %6(q®�C�B �� o • ° oo ° ° eo° 08 0 O % • OO O � ®�� ° D o � e B Q O c • � map OD °°Oo OC 0 0.12 0 o.p Oo y�0 Q a%�o °o ' gp°°B4a8' 08 .0 a •p`CtCp� P°a o °° °a°oopO°boo °o oeo°o°eo °� °00 00 O o 0 sa o a 0� ♦ e =ate® ° oa � °ovo °o oq. Gb°'0° O�e nn' �� e ❑ u 0O� C? O a o e Uj z Sheet List Table I mmi SHEET NUMBER SHEET TITLE CO.0 Title Sheet 60.1 CO.2 C1.0 Genera' Gonstruetmon Notes Zoning and Parcel Tabulations Demolition Plan 62.0 Erosion and Sedafflent Gontl,ol Phase 1: C3.0 C3.1 C3.2 C4.0 Traffic Plan Sight Distance Temporary Traffic Control Details Site Plan 64.2 Site Details 64.3 Site Details C5.0 Grading and Drainange Plan C6.0 Utility Plan Utility Dr.,�s- 66.1 Utility Details 662 ` RRM Spreadsheets 67.1 Stwm Gempsz 673 and -Details C8.0 C8.1 Landscape Layout and Materials Plan Landscape Planting Plan C9.0 C9.1 A Photometry Photometric Renderings Elevations 1 X1.0 Architectural Survey Internal X2.0 X3.0 X4.0 X4.1 Parcel Lune Abandowent Shared Access Agreements DRAFT PLAT DRAFT PLAT 17 TOTAL SHEETS NOTE: SHEETS SHOWN ABOVE WITH STRIKE -THROUGH WILL BE PROVIDED WITH THE FINAL SITE PLAN APPLICATION. SHEETS WITHOUT STRIKE -THROUGH ARE PROVIDED WITH THIS INITIAL SITE PLAN APPLICATION. SUBMITTAL LOG SUBMISSION DESCRIPTION 1 1ST SUBMISSION RECIPIENT SUBMITTAL DATE ALBEMARLE COUNTY 03/16/2020 N W Q W z =z0 Cn J > 0 w Q Z:) O ( o J LLJ N� or_ I..L Q Ozw I..L Q I W W r� v / W J 1 �PUmH O'P GI'A 031116112020 f� DANIEL C. HYER Lic. No. 45596 e 0 � X1'SL�i I oN Au ��ffl APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E LOCATION MAP ; SCALE: 1" = 2,000' Como STANDARD ABBREVIATIONS ID INSIDE DIAMETER R&D REMOVE AND DISPOSE ABAN ABANDON LA LANDSCAPED AREA R&R REMOVE AND RESET AC ACRES LF LINEAR FEET R&S REMOVE AND STACK ADJ ADJUST LOD LIMITS OF DISTURBANCE SB SOUTHBOUND APPROX APPROXIMATE LT LEFT SF SQUARE FEET ASPH ASPHALT MAX MAXIMUM SSD STOPPING SIGHT DISTANCE k BASELINE MIN MINIMUM STA STATION BLDG BUILDING ME MATCH EXISTING SW SIDEWALK BM BENCHMARK NIC NOT IN CONTRACT TEMP TEMPORARY q_ CENTERLINE N.T.S. NOT TO SCALE TRANS TRANSITION CF CUBIC FEET NB NORTHBOUND TYP TYPICAL CG CURB AND GUTTER OC ON CENTER WB WESTBOUND CONC CONCRETE OD OUTSIDE DIAMETER WSEL WATER SURFACE ELEVATION CONST CONSTRUCTION PRKG PARKING DI DROP INLET PROJ PROJECT DND DO NOT DISTURB PROP PROPOSED EB EASTBOUND PVMT PAVEMENT EL ELEVATION PM PAVEMENT MARKING EX EXISTING REM REMOVE END FOUNDATION ROW RIGHT-OF-WAY GRVL GRAVEL RT RIGHT HC HANDICAP ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB PCC POINT OF COMPOUND CURVATURE BR BOTTOM OF RAMP PI POINT OF INTERSECTION BVCS BEGIN VERTICAL CURVE STATION PINT POINT BVCE BEGIN VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION BW BOTTOM OF WALL PRC POINT OF REVERSE CURVATURE D OR A DELTA ANGLE PT POINT OF TANGENCY EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION EVCS END VERTICAL CURVE STATION PVT POINT OF VERTICAL TANGENCY EVCE END VERTICAL CURVE ELEVATION R RADIUS FG FINISHED GRADE TAN TANGENT DISTANCE FL FLOWLINE TC TOP OF CURB HP HIGH POINT THT THROAT INV INVERT TR TOP OF RAMP L LENGTH TW TOP OF WALL LP LOW POINT STA STATION LVC LENGTH OF VERTICAL CURVATURE SIP SADDLE POINT PC POINT OF CURVATURE OFF OFFSET ADDT'L INFORMATION: DISTURBANCE AREA: 2.442 AC (106,379 SF) EXISTING IMPERVIOUS AREA: 1.11 AC (48,444 SF) PROPOSED IMPERVIOUS AREA: 1.60 AC (69,667 SF) PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% MISS UTILITY TICKET NO.: B003400793-OOB 12 DIGIT HUC CODE: 0208-0204-0303 (NORTH FORK RIVANNA RIVER - JACOB'S RUN) LEGEND ADMIN 52 SF BEVERAGE COOLER 174 SF CHECK-OUT 217 SF CLEAN UP / WORK ROOM 447 SF JANITOR 12 SF KITCHEN 445 SF RESTROOM - MEN 207 SF ERESTROOM - WOMEN 187 SF SALES FLOOR 1,953 SF SBC 97 SF SEATING 692 SF UTILITY ROOM 331 SF VESTIBULE 61 SF VESTIBULE - FRONT 137 SF WALK-IN COOLER 139 SF WALKS 117 SF FREEZER WALK-IN TAKE-OUT COOLER 258 SF O PARKING TABULATIONS: PARKING REQUIRED LU CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES 18-4.12.6 RESTAURANTI 13 SPACES/1000 SF OF RESTAURANT GFA 1,393 18 RETAIL 1 SPACE/100 SF OF RETAIL AREA BELOW 5,000 SF 2,428 24 OFFICE 1 SPACE/200 SF OF BUSINESS SPACE 927 5 TOTAL REQUIRED: 47 HANDICAP REQUIRED: 2 INCLUDED AREAS (SEE IMAGE BELOW FOR AREA BREAKDOWNS): 1 KITCHEN AREA, SEATING 2 SALES FLOOR, CHECK-OUT, WALK-IN TAKE-OUT COOLER 3 SBC, ADMIN, CLEANUP/WORK ROOM, UTILITY ROOM VESTIBULES AND STORAGE NOT INCLUDED. PARKING PROVIDED Q9 CODE REF. SPACE TYPE ACTUAL SPACES PROVIDED CALCULATED SPACES STANDARD 45 45 HANDICAP 2 2 TOTALS: 47 47 F", VESTIBULE FRONT 137 SF KITCHEN 445 SF SEATING 692 SF 0 CLEAN UPI WORK ROOM 447 SF S97 SF BCF-1 ADMIN 52 SF CHECK-OUT 217 SF SALES FLOOR 1,953 SF 116077" CONCEPT STORE - FLOOR AREA BREAKDOWN SHEETZ CONVENIENCE STORE FLOOR AREA USES WALK-IN WALK-IN COOLER FREEZER 139 SF -'?I 117 SF BEVERAGE COOLER174 SF NORESIxomm"m \\\ UTILITY ROOM 331 SF RESTROOM WOMEN 187 SF RESTROOM MEN 207 SF o �°1 WALK-IN TAKE-OUT COOLER 258 SF TIBULE 61 SF JULY 2018 L.R. Kimball EXISTING ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN % OUT IN OUT TOTALTRIPS ANI MAL HOSPITAL/VETERI NARY CLI NIC 640 1,000 SF - 2.24 - - 4.72 - - 6 5 11 HARDWARE/PAINT STORE 816 1,000 SF 51.29 1.14 60% 23 4.84 47% 53% 1 1 2 VARIETY STORE 814 1,000 SF - 1.08 60% - 6.82 - - 2 1 3 SINGLE TENANT OFFICE 715 1,000 SF 11.57 1.01 - 12 1.74 15% 85% 0 2 2 SINGLE FAMILY HOMES 210 1 Dwelling Units 9.57 1 - 10 1.00 63% 37% 1 0 1 SITE TOTALS = 45 10 9 19 *Note: allland uses in the 800 and 900 series are entitled to a passby trip reduction of 60% if less than 50,000SF or o 40% reduction if greater than or equal to 50,000 SF. PROPOSED ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QTY OF UNITS TRIP REDUCTION* % IN % OUT IN OUT TOTALTRIPS CONVENIENCE MARI<ET W/ GAS PUMPS 853 1,000 SF 845.60 2.43 60% 821 50.92 50% 50% 25 24 49 FAST FOOD W/ DRIVE THRU 934 1,000 SF 496.12 1.39 60% 276 33.84 52% 48% 10 9 19 AUTOMATED CAR WASH 948 1,000 SF - 1.02 60% - 14.12 - - 3 3 6 SITE TOTALS = 1,097 38 1 36 1 74 *Note: all land uses in the 800 and 900 series are entitled to a passby trip reduction of 60% if less than 50,000SF or a 40% reduction if greater than or equal to 50, 000 SF. LU z J N I— W Q W z =z0 Cn J M W ~ Q z Oho J LLJ Lz Q Ozw � m EN Q z CC w W z C7 z W J V W z 0 Q J ZD m J W U Q z Q 0 z z 0 N : � 'PLTH OP 0 0311612020 DANIEL C. HYER Lc. No. 45596�� f oN AL 5� APPROVED DCH SUBMISSION NC 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C002 - 05�'�1 THE 32 36A ��11105 TMP. 32 -39B PPROX.I A� Z N7F JOSEPH M JR 0 JUN K TE RY JTFONWEAL TH OF VIRGINIA ID.B.4574 .676 RTMENr OF rRANSPORT-4 TION 33 AN D. 64 P.2 U B. 629 P. l04 (PLAT) INV. OD. R 4574 P. 676 ° Z NEDCl COMMERCIAL HW XlV P.200-207 I I I I I I I I I I I _ PR. ENT USE. COMMERCIAL , / HW B XkF. l5/-158 I I I I I I � I SEX. SAAIMH ASpf '` �rn I I ZONED: Cl COM ERC\IAL /r 0• 2534A47PLTPRESENT USE.- DETENTION POND TEMPORARY CONSTRUCTION INV N• 526. IN: AREA IN. IN/52572) I� MV OU�- 525.67 � 11111 1 EX. VD RISER V ES-1 vp0 INV. OUT- 538.82INV. OUT: 529.69 o/RPg I�N•� ZSSg \ - � wv DEC �• / > >c E � \ cC. C - -� 24DE EX. GRATE x 5 ♦ .0000 TO01 R� /� P.' S34.55 / S 6 V�ATE / / \ \ \\ \ � // INV. IN:529.40 X X x\\ \= INV. OUT. 529.00 \� EX. SAN MH / EX. DRIPLINE TOP.• 537 / / / X \ �\ COMPLE INV IN: 527.80 (LA T) / \ ` ` ' TEMPOR INV. /N.• 527.75 / 480 AND RED / x INV. OUT:527.65 5 8 REMOVE EXISTING CULVERT rn / S / // / / / / - ► IZ MP -0" DEC. Ay N z<f / l / / „ E 2�,�5 �NCy SGEgPS\N / INV. OUT �36. 3- _ o / 35 �OS 2 GEM G � � s� \ l8" m / 70° \ST\N Oj D !8"DEC. 3sn- - I / / EX 20' SN sEwE/ EsMT S EX FORDO "; ` \ w / D.9.3597P./62-168 --' i EX STM MH /00 . ` x TOP. 551.8/ / NCE / X� - - - / ALL TREES AND VEGETATION I / INV. IN:54/.3/ A�N��NK F� ! -- � ��-- � /��/ WITHIN LIMITS OF DISTURBANCE I / INV. ouT. 54/. l/�X - I / TO BE REMOVED (TYP)00 1 \ --- -- --� PROTECT EXISTING LANDSCAPE XLI \ - � N SEW ♦ � �� •` `` EX. SAN MH TOP. 560. l5 INV. IN: 542.45 INV. OUT- 542.25 6° DEC. F lL AM C T A H L, \ A GRAyEL \ \ 'b aL. L0CUST 1 ( R T o TH F STANDS OF ` \ \ H l lA A M S L JR drui �DEC LAVER 6 ° 1 \ i \ \ \ I 1 d1 E OG BL T S • ; - 9' / ,� \ ,• .4IQ 64 2 ( r \ \ \ 1 I I ► \ \ \ � 2 P. 4 LA � TMP 32 -4 0 robt W/LL/AM SCOTT MARSHALL, W.P.B. X/V 0 2a TRUSTEE OF THE FAMIL Y TRUST \ 1 D. B.1639 OF THE W/LLIAM A. MARSHALL I Q 1 I III \ �667-4C Su VEY� JR. REVOCABLE TRUST I \ \ 56" WALNUT ZONED., Cl COME RAL D. S.4464 P. 203 I 10 I \ \ 50 DEc. PRE�€IVT�7SE. MM CS 54 9 -- D. B. 3503 P.180-187(PLA T) EX. GRATE 1 \ \ \ / / / \ D. B. 3192 P. 264 TOP.• 556.35 1 \ \ f e --- D. B. 2717 P. 517 INV. IN: 547.65 (W \ � �fence D. B. 2294 P. 385 INV IN: 544.30 (S) HWPB. X1 V ID, 151-159 INV. OUT. 544. /5 (N) o = 47.92 \ oin l� HWPB. XlV P. 200-207 x _- - -� I \ t D.B.7/5 P.634(PLAr) ABANDON INTERNAL ZONED.- Cl COMMERCIAL \ I _ e 8 _ PRESENT USE. COMMERCIAL !_ '/\ l�?°DEc. =62 PROPERTY BOUNDARY \ EX. GRATE \ \ �-� - �703+ ® into e � \ \ SEE REVISED DT X2.0 TOP.• 559.43 INV. our.• sso. 03 � � _ �- � - GRA VEL 2 or r I \ EX. VDOT DRAIN. ESM 7 I -� \ 30 ' bLaL NL!T \ PROD. #064 9-002-I58 s 24 ' I41 11 A/ /T o n C'� r ! Y wi�I\� REMOVE ALL ONSITE GRAVEL (TYP) \ REMOVE ALL ONSITE GRAVEL (TYP) oli\ I . . ; .. ; • � o _ - \ _ \ €X, SPRINT/CENTEL & DVP ESM, T ns (DEAD) s X PROPANE TANK I ' _ _ - _ _ - - _ - - ---_ --- - - - - APR#0649-002-158 1 / DES - - � - ABANDON INTERNAL 8"DEC _ 2.5'Dic PROPERTY BOUNDARY SEE 1 \ Slur con �- �etal Bldq - - / - - - - - - - -�� - - - iG - - - I2"DEC/ - - _ conc. REVISED PLAT SHEET X2.0 1791 II _ - - 36" ALNC/T - - - -- o`er- _ „WALNUT = �`--- - 6„DEC/ - - -1i elec� - - - - - - - - - 0 / „ W96.81 047,57� EX. SPRINT/CENTEL ESMT - - - - - - --' 1 N60 PROT. #0649-000- _g ALL TREES AND VEGETATION - WITHIN LIMITS OF DISTURBANCE TO BE REMOVED (TYP) /V 5503957" W 126. 99' f DEMOLISH ENTRANCE AND SIDEWALK AS REQUIRED TO INSTALL PROPOSED ENTRANCE AND SIDEWALKS 74 V--------- J - - REMOVE Ex. DI v k `sss MAILBOXES TOP.- 556.88 \ EX. D/ INV IN 549.58 \ m TEMPORARILY RELOCATE TOP 554.73 INV. IN: 549.2/ �� SIGN OUT OF LOD INV. OUT. 55o.9a INV. OUT: 549.33 � ABANDON EXISTING SPRINT/CENTEL ESMT I \ems\ SEE REVISED PLAT SHEET X2.0 DEMOLITION PLAN 1 1" = 20': 6 20 40 IL DISCONNECT ELECTRICAL SERVICE - AND REMOVE OVERHEAD POLES (TYP) ,,� ,�5'' & W /4.46' v 0 �, o SENCHIVAR1( `sue N.• 5935947.50 \ STA Ti \WOUTE 64 9 (A/1YPORT RD) \ E.• 11501413. 09 s APPROX ROW WIDTH: 90'\, �� - ELEV. 547.89 - \ 8,600 ADT \ \ \ \s \ H. W>Y, X/V PP 151-158 H. W. P. B. X(V PP 200 -207 I �I S I Il I I I I I I I � 1 I I 1 / I I ACCESS EASEMENT EX. STi'9 MH i TOP: 534.53 I INV. IN: 529.03 (SW) INV. IN• 53/.78 (S) INV. OUT. 527.83 (N \ X DEMOLISH ENTRANCE AS REQUIRED TO INSTALL PROPOSED ENTRANCE. SEE SHEET I ` C3.0 FOR TEMPORARY TRAFFIC CONTROLS EX. CUL VERT INV. IN: 5,56. /0 PROTECT POWER POLE AND DRY UTILITIES I / - REMOVE OVERHEAD WIRES flb opt vo t DEMOLITION LEGEND: DEMOLISH EXISTING STRUCTURE DEMOLISH EXISTING PAVEMENT DEMOLISH EXISTING GRAVEL CX ] REMOVE EXISTING TREE DEMOLITION NOTES: 1. CONTRACTOR SHALL CALL MISS UTILITY AND A PRIVATE UTILITY MARKER BEFORE STARTING WORK 2. CONTRACTOR SHALL COMPLETELY REMOVE UTILITIES CALLED TO BE REMOVED OR DEMOLISHED. 3. ALL UTILITIES CALLED TO BE ABANDONED SHALL BE CAPPED AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR DEMOLITION OR ABANDONMENT SHALL BE REPLACED OR COMPLETELY REPAIRED AT THE CONTRACTOR'S SOLE - EX INV OUT• 54196 EXPENSE. a PROTECT EXISTING LAND =483 1=45.2 - PROTECT EXISTING WALL TMP. 3 -39A N7F WILL M S OTT MARSHALL, TRUSTEE OF THE FAMIL Y TRUST OF THE WILL/AM . MARSHALL 1R. REVOCA LE TRUST o D. S. 4 64 P. 203 a D. B. J192 P. 264 �s D.B. 4717 P. 317 D. S. 2,r94 P. 385 W HWPB. XI V P.151-159 o HWPB. V P. 200 -201 - D.B.l6 9 566(PLAT) D. S. 629 . /0/, /04 (PLA T) 0. 061 C (SURVEY) ZONED: Cl COMMERCIAL PRESENT SE.- COMMERCIAL UJ 0 z W W z C7 W J N J U w Q z =z� z Q � CI) J > Owe z Q 0 Z:) o H J LL CIr_ 0 �zw � 0 W m Q 0 i wPUmH Op GI'A 0311612020 f� DANIEL C. HYER Lic. No. 45596 A 1) ��l I oN Au la� APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E TMP. 32 -4 0 WILLIAM SCOTT MARSHALL, TRUSTEE OF THE FA MIL Y TRUST OF THE WIL L 1AM A. MARSHAL L JR. REVOCABLE TRUST D.S.4464 P.203 D. B. 3503 P.180-187(PLA T) D. B. 3192 P. 264 D. B. 2717 P. 517 D. B. 2284 P. 385 HWPB.XIV F..151-158 HWPB. X1 V P. 200-207 D. B. 715 P. 634 (PLA T) ZONED: Cl COMMERCIAL PRESENT USE. COMMERCIAL '0' SAN. SEWER ESMT — D. B. 3597 P.162-168 FENCE O TMP. 32 -39B COMMONWEAL TH OF VIRGIIVIA DEPARTMENT OF TRANSPORTA TION D. B. 4574 P. 676 HWPB. XI V P. 200-207 HWPB. X1 V F..151-158 ZONED: Cl COMMERCIAL PRESENT USE- DETENTION POND ` 1 Q EX. STRIPING IMF. 32�� z N/F JO JR 0 JUN l( AR Y APPROX. 5' W.4TERLINEESMT (AG EEMENT) D.B.4574 .676� PROP. 4" WIDE SINGLE WHITE STRIPE — D . B. 6 98 P. 335 AND D. B 644 P. 2i3 � , D. B. 629 P. l04 (PLAT) �y PROP. 24" WIDE WHITE STOP BAR ZONED: Cl COMMERCIAL PRESENT USE. COMMERCIALSo / 15 l EX. 5011 INE ESMT / t� ERADICATE EX. PARKING STRIPING AND REPLACE WITH NEW 4" WIDE WHITE STRIPING S 1_,035 �8 E / / _ I +' O IEc I rILPJ > GRA VEL EX. VDOT DRA1N. ESMT PROJ. #064 9-002-158 .,.. , ,, I / / I4" WIDE STRIPING 2' APART (TYP) r I I SWEPT PATH OF VEHICLE WHEEL PATH OF VEHICLE I I I - I I - N 55°3957" W 126. 99' ---- -- -- - - --_ --_ --_ _--- - - - - - - - ---- -- - - - _ -_ - - 7_- - - SEE TTC DETAIL 1/C3.2 FOR WORK 0 SHOULDER WITH MINOR ENCROACHMENT TRAFFIC AND TRUCK ROUTING PLAN 1 1" = 20': 0 20 40 p> rvi! p I 6 P P ° TMP. 32 -39 N7F WILLIAM SCOTT MA AL , TRUSTEE of THE FAMIL Y TRUST of > THE WIL L 1AM A. MARSHAL L JR. P ° REVOCABLE TRUST p D. B. 44 64 P. 203 D. B. 3192 P. 264 D. B. 2717 P. 317 P ° D. B. 629 P. I0/, 104 (PLA T) j° p 1 p D. B. 2284 P. 385 J H. W. P. B. X1 V F..151-158 > p H. W. P. B. X1 V P. 200 -207 D.B.1639 566(PLAT) 1. 667 AC (sLIRvE)I ZONED: Cl COMMERCIAL PRESENT USE. COMMERCIAL p d ° J r J ,p d I J p It > J P a d Ir P p d d I P I° > dr P > P > P P >° 4" WIDE, 2' STRIPE/6' GAP WHITE LANE LINE 1F u 1 a t 24" WIDE WHITE STOP BAR I66V N AASHTO WB067 SEE TTC DETAIL 2/C3.2 FOR TEMPORARY SIDEWALK CLOSURE 1 • 1' r' r, r————— — — — — —— t ®p 0®0 D F r r r, ------r-----,i LU ,► ' _ _ ' M ' 1 I WHITE FLOW ARROW (TYP) I I I 1 I I TMP. 32 N/F AIRPORT i D. B. 462_� D. B, 629 P. II 0,626 AC ZONED: Cl CO. 4ESENT USE. C MV I I 1 i I 1 I I 4" WIDE WHITE STRIPING (TYP) 1 1 / I 1 / I 1 / I/ CO HANDICAP STRIPING TO COMPLY WITH LATEST ADA STANDARDS L _ _ _ _ I _ _ _ _ _ J O / ap P a a P a I No d d FUEL LOADING AND d > DELIVERY ZONE \ P 59.5 ;v_ 5 ° 4 '54 " W 103. 91 -- C� EX. 5' SIDEWALK TA TE ROUTE 64 9 (AIRPORT RD) N EX. BlI(E LANE APP401 ROW WIDLI 4_ 90 ' _ - 8,600 ADT H. W. P. B. Xl V PP.151-159 N H. W. P. B. Xl V PP. 200 -201 l / / / / � / e -- - — — — — — — — — — tV1 48.7 traffic Vr 47A vault N 55 °02'36 " W 17. H' ' b I I I I � I I I 5 va YOUR =48.7 =45.2 4" WIDE SOLID DOUBLE YELLOW 24" WIDE WHITE STOP BAR SEE TTC DETAIL 1/C3.2 FOR WORK ON SHOULDER WITH MINOR ENCROACHMENT V I I 11.5' 11.5' 11.5' 10' U=1 z OC W W Z (7 W J U W z J N W Q wz� _ � Cn J > 0 W Q Z:) Oro � J w Q Ozw N� m Q wPUmH Op GI'A 01 0311612020 r� �O DANIEL C. HYER Z Lic. No. 45596 polal TMP.3 -39,4 .o N/F WILL 1AM S OTT MARSHALL, �p TRUSTEE OF THE FAMIL Y TRUST OF 10 AL THE WILLIAM . MARSHALL 1R. REVOCA LE TRUST o D.B.4 64 P.203 APPROVED DCH a D. S. J192 P. 264 o D.B. 7/7P.3/7 SUBMISSION NO. 1 D. S. 2 84 P. 385 oW HWPB.XIV P. 151-159 PROJECT 1903600 C,HWPB. V P. 200 -201 D.B.169566(FLAT) THE WORK OF D. B. 629 . /0/, 104 (PLAT) LINE + GRAD E 0.061 C (SURVEY) ZONED: CI COMMERCIAL PRESENT SE. COMMERCIAL C3mO -19+00 / � � nrnicinni nniniT o — ram. iv - I -.-- 0/S: 6.00 R yy �I 01 AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1 = 20. 0 20 40 560 555 550 0 o SR 29 STA 10+00=AIRPORT RD STA 20+00 21+00 — _ _ _ - - - - - -- S TA TE RO\TE 64 9 (A IRPOR T ROADS AIRPORT ROAD CENTERLINE AFFRO. ROW WIDTH. 90' G 22 i 00 8;600 ADT 23+00 — 24 00 I I CENTERLINE OF APPROACH LANE _ _ - s _ _ _ _ _ _ _ _ _ — N— — FA/ ROW � DECISION POINT A ELEV: 559.31 3.50' HEIGHT 01 EYE DISTANCE LEFT 530' SIGHT PROP. GRADE DECISION POINT B ELEV: 548.65 3.50' HEIGHT OF OBJECT - i 560 555 550 545 545 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+15 2 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE H. 1 = 20. 0 20 40 V: 1" = 4': 0 4 8 EX. ROW _ — 17+00 _4- 18+00- --- 7 DECISION POINT D STA: 18+59.69 0/S: 5.75 L /I r STATE ROUTE 29 INTERSECTION SIGHT DISTANCE 130 1 = 20. 0 20 40 540 535 530 525 16+00 EX. LANDSCAPING — —1 -STA 7~E ROUTE 29 APf'ROX, ROW WIDTH- 160' 39, 000 AD T 15+00 530' SIGHT DISTANCE LEFT LO lLO 00 TII STATE ROUTE 29 ROAD CENTERLINE Lq 14+00 13+00 -� - - - - - - - - - - - - - - CENTERLINE OF APPROACH LANE �o S38 m \sa 1�_ 011 1 S3 EX. ROW DECISION POINT C OHAO —OHIfO \ STA:13+29.69 ��r - - _ 0/S: 37.33 L - - DECISION POINT C - ELEV: 540.81 PROP. GRADE 3.5 HEIGI- EY I 530' SIGHT DISTANCE EX. GRADE DECISION POINT ELEV: 525.29 D 3.50' HEIGHT OF OBJECT -5+00 -4+50 -4+00 4 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE H. 1 = 20. 0 20 40 V: 1" = 4': 0 4 8 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 540 D' T OF 535 530 525 0+00 0+10 W z J N H W Q wz� Q � Cn J > 0 W Q Z) 00 J Lu � Q O z Mwry� N� W L.� Q El wPUmH Op GI'A 0311612020 f� DMEL C. HYER Lic. No. 45596 .1 1) 1 ��t oN au s APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C3ml 0 Page 6H-16 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) -NOTES April 2015 Standard 1. For required sign assemblies for multi. -lane roadways see Note 1, TTC-4.3 Guidance 2. Sign spacing should be 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway, vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. Option: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, or' oscillating light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit Lane Width (Feet) (mph) g 1 10 1 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/3 L Minimum channelizing Device Spacing Speed Limit (mph) Location 0-35 1 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access' 80' 120' Spacing may be increased to this distance, but shall not exceed one access per mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 9. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1-4/1/2015 April 2015 aV3HV NaoM aboa Z 310N 33S + 009 aaoM avoa aN3 TTC 5.1 SHOULDER OPERATION WITH MINOR ENCROACHMENT Page 6H-76 Typical Traffic Control Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.0) NOTES August 2011 Standard: 1. When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. Guidance: 2. Where high speeds are anticipated, a temporary traffic barrier and, if necessary, a crash cushion should be used to separate the temporary sidewalks from vehicular traffic. 3. Audible information devices should be considered where midblock closings and changed crosswalk areas cause inadequate communication to be provided to pedestrians who have visual disabilities. 4. Temporary markings should be considered for operations exceeding three days in duration. Option: 5. Only the TTC devices related to pedestrians are shown. Other devices, such as lane closure sing or ROAD NARROWS (W5-1) signs, may be used to control vehicular traffic. 6. For nighttime closures, Type A Flashing warning lights may be used on barricades that support signs and close sidewalks. 7. Signs, such as KEEP RIGHT (R4-V7R) and KEEP LEFT (R4-V7L), may be placed along a temporary sidewalk to guide or direct pedestrians. Standard: 8. All sidewalk closures shall be closed with Type 3 Barricades. August 2011 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) 1 1 Page 6H-17 END G20-2 V ROAD WORK ( ) 500' + 80'- 120' a\ SHADOW VEHICLE 10, REQUIRED MIN TMA OPTIONAL SEE NOTE 9 Z IOC W W Z C7 Z W J U IIIIII ILLUMINATED FLASHING Uj SEE NOTE 8 AMBER (CAUTION MODE) O TYPE B OR C O O O O SEE NOTE 7 O CHANNELIZING 0— DEVICES SPACING SEE NOTE 7 SEE NOTE 2 RIGHT SHOULDER CLOSED AHEAD W21-5bR SEE NOTE 2 ROAD WORK AHEAD W20-1 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.0) L ® — 383H SSOND �� 03SOID NIVA301S zi�tt-621 03® NlVIAMI5 SIDEWALK CLOSED R9-9 SIDEWALK CLOSED - R9-11aL i D 1 ROA WORK AHEAD t W201 SIDEWALK DETOUR i TYPE 3 BARRICADE Page 6H-77 L 'S 9 SALON 33S MiHM 8LA-va 48" MIN, R4-V 7L SEE NOTES 6&7 — _< ROAD i WORK AHEAD 1t SIDEWALK DIVERSION TEMPORARY TRAFFIC CONTROL SIGN LEGEND ZONE G20-5aP (36" x 24") ROAD WORK W20-1 AHEAD (36" x 36") RIGHT SHOULDER CLOSED W21-5 b R (36" x 36") END ROAD WORK G20-2A (48" x 24") SIDEWALK R9-9 CLOSED (30" x 18") N H w Q W z =z� Cn J > 0 w QPZ, OU0 J LLJ N� or- I..L Q Ozw I..L Q �PUTH op GI1'A 031116112020 f� DANIEL C. HYER Llc. No. 45596 .0 � XCSL�Q I ON Au 'B�ffl APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E O TTC 35.0 SIDEWALK CLOSURE AND BYPASS SIDEWALK OPERATION O SIGN LEGEND I C302 i EX. SAN MH TOP.• 560.15 INV. IN: 542.445 INV. OUT.- 5442.25 TMF. 32 -4 0 WILL/AM SCOTT MARSHALL TRUSTEE OF THE FA MIL Y TR OF THE WILL LAM A. MARSHA ,JR. REVOCABLE TRUST D.S.4464 F.203 D. B. 3503 P.180-L87(PLA T) D. B. 3/92 P. 264 D. B. 2717 F. 517 D.B. 2284 F. 385 HWFB.XIV F.151-158 HWFB. X1 V F. 200-207 D. B. 715 F. 634 (FLA T) ZONED. Cl COMMERCIAL PRESENT USE. COMMERCIAL CG-6 GRA VEL EX. VD0T DRAIN. ESMT PRO-1. #064 9-002-159 -�-, -roc �— 'r. ' ' •� � � '�-�, I WV R64' LOD I PROP.10' GAS ESMT 1 /R15' 1 1 N 5503957" W 126. 99' SITE PLAN 1 1" = 20': 0 20 \50 3 � T TMF. 32 399 COMMONWEAL TH OF VIRGIIVIA DEPARTMENT OF TR4NSP01YT4 TLON D. B. 4574 F. 676 HWFB. XlV P. 200-207 HWFB. XI V F..151-158 ZONFO: Cl COMMFRCL,4L PRESENT USE.- DETENTION POND APPROX. 5' WA T5RL INE 5SMT (A D . B. 6 98 P. 335 AND D. EX. DRIFL INE EASEMENT j �6.5' I I GO TRAM / I o / R50' 00 N R 10' I � � � I I � S / I �✓� 1 / O IT TRANSITION TO CG-7 EX. SAN. MH TOP. 537 � ®i 1 / INV. IN: 527.80 (LA7) I I INV. /N.• 527.75 S / 48 55 39" INV. our.• 527.65 E . 8 V4 ' / BIORETENTION CG-6 ' -d �, ► NOSE DOWN CURB \�\-NN �`1_ FILTER B G Sp PS\N fj � � � - - - - / ( 0 30' I I EX EDGE OF PA V NG EMER I 1 I LOD w > \ / STORM OUTFALL EX\�� / (TYP)I I Oo35 Og ' � � '0' SAN. SEWER ESMT S oo � 3597P162-168 -�' PROP. CONCRETE RETAINING WALL LODE J o' TOPPED WITH SCREENING FENCE wo wo� 5 / '' .o�'� STORM INLET (TYP) CG-6 TYP N oo ( ) /CG-6 TRANSITION CG-6 SPILL CURB (TYP) / n CURB (TYP) I I I SITION TO CG-7 I I I I I I I R39.5' . CURB CUT 0• 1 _4 1 310RETENTION / 14/ FILTER A / 10' I ROP. GRASS / OUTFALL CHANNEL / CAR WASH 1,024 SF "'A NX R 15' 12' R4' 24' — R3.67' �� P > P1 II w 18 a a TNF. 32 -39 N/F WILLIAM SCOTT MA AL 17 TRUSTEE of THE FAMIL Y TRUST of > THE WIL L LAM A. MARSHAL L 1R. a ° REVOCABLE TRUST P 16 D. B. 44 64 P. 203 D. B. 3192 F. 264 I > P D. B. 2717 F. 317 a 15 D. B. 629 P. /0/, 104 (PLAT) -1° a I P D. B. 2284 F. 385 J I, H. W. F. B. XLV ID. 151-L58 a 71 H. W. F. B. X/V F. 200 -207 ° a D.B.1639 566(PLAT) P , 1.667 AC (SURVEY) ZONED: Cl COMMERCIAL PRESENT USE. COMMERCIAL a - GREASE TRAP �J SHEETZ STORE 6,077 SF I J ° 11 10 I J 15' , P PROP. AT -GRADE CONC. SIDEWALK II o 9 O a t-ii I P a la° > o pO 1 ° > °a — la °; —_°� ° a P > L—ra—_j P - ° 9' R50 I CG-6 R32.5' I m li I 'ATER 21 22 TERS �75 19 20 I t 35' 10' SETBACK LINE �— a 1-------- —1----- ---�- —-- /--- o VAN �-10' -j m w w o C c m 23 I 24 I 25 I 26 ► f � 1 1 `' TIE TO EX. SIDEWALK WV_• _—_ —� — — ----- > R30' R30' - - �r1"'qv'� PROP. STAIRS TIE TO EX. SIDEWALK'\ — EX. 5' PUBLIC SIDEWALK -- - - - - --- ---� PROP. VDOT CG-12B I ' EX. cG-7 EX. 5' BIKE LANE STA TE ROUTE 64 9 (AIRPORT RDA I TRANSITION TO CG-7 AFFROX ROW W1D-h.-90' Q — 8,600 ADT H. W. P. B. XI V PP.151-159 1 N TMF TEMPORARY CONSTRUCTION - z N/F JOSEFH M - EASEMENT AREA IENT> ' D. B. 4574 N. 676 P.213 D. B. 629 F. l04 (PLA T) ZONED: Cl COMMERCIAL LOD i PRESENT USE. COMMERC1 L / 5 EX SAN/MHSo , TOP.• 534.47 1 ININ: 526. 02 /(L,4 T) ' INV. IN.•/525.72 R3`� / INV OUT- 525.67 ORAJN002- / _I E vooTob�9-- i50,I R60' oo FP [:1a' ' I "�' o DUMPSTER PAD PROP. LIGHT POLES (TYP) I ° R30' 1 I P R60' 1 1 R3 R3 EX. RIGHT OF WA Y 1 I o R25' w W I R30 TNF. 32 -38 J - R3' N/F 4/RFORT FL%Z4 LL-. D. B. 4622 F. 519 I I 1 1 D. B, 629 P. l04 (PLA T) 0.626 AC (SURVEY) 1 ZONED: Cl COMMERCIAL ®:; RESENT USE. COMMERCIALI I l o I I cl 47 j to cl uu 1 I I GREASE TRAP FUELING PROP. / P� SPACE (TYP) 45 MONUMENT - I �. I SIGN / 1 I I I 44 I w �� i PROP. �- I 43 LANDSCAPING / I T n. (SEE SHEET C8.1) / I T°T � Vh. t I I I fit I I 42 fiber fib O / �itne s opt / C Intel va t FUELCANOPY 4,867 SF 41 -/ -- I LOD I 1 40 � �O ~ J/ I r a �--- 36' 36.5' 32' 18' cfF/ I = o ° loess. v, 1 38 �j \ I h I , STORM STRUCTURE 36 / ti 1 2T&T (TYP) / 0 ; o flag' w CO � ° I / I I 34 / L----- ---- J — —; BOL 33 / / B / N / • ° cn ' I FUELTANK � ° VENT PAD ——-------= —- �4'r�`- LOD PROP. ADA PEDESTRIAN ACCESS M RAMP TO EX. SIDEWALK 395 N 55 002'36 " W 17. H' signal Opole I I =MFNT 4II uj Z W W Z (7 W J U uml z J N Q W z ��Z Q � cn > 0 W Q OU)o J LLJ Q Ozw N� L.� Q DIMENSION NOTES: Umx Op Gt� 1. RADIAL CURB DIMENSIONS TAKEN AT �01 48.7 yf=45.2 FACE OF CURB/FLOWLINE. 0311612020 f� 2. CURB RADII ARE 5' UNLESS OTHERWISE 0 DIMENSIONED. DANIEL C. HYER Vic. No. 45596 TMP.3 -39,4 LEGEND: A C N/F WILL IAM S OTT MARSHALL, 451 TRUSTEE OF THE FAMIL Y TRUST OF THE WILLIAM . MARSHALL JR. STANDARD/ACCESSIBLE C, / 5 IONAL REVOCA LE TRUST PARKING COUNTS o D.S.4 64 F.203 STANDARD CG-6 APPROVED DCH a �s D. S. J192 F. 264 D.B. 7/7 P.3/7 CG-6 SPILL CURB SUBMISSION NO. 1 u D. B. 2 84 P. 385 W HWPB.XIV P.151-159 CG-6 TRANSITION CURB PROJECT 1903600 C,FIWPB. V P. 200 -201 D.B. l6 9 5 ® ADA PATH AND LANDING T H E W 0 R K O F D.B.629 ./0/, /0401A7) BMP SOIL MEDIA L I N E + G R A D E 0. 061 C (SURVEY) ZONED: 1 COMMERCIAL CONCRETE PRESENT SE. COMMERCIAL C4mO Nx 1535.88 ADA ACCESSIBILITY NOTES NOSE DOWN CURB 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE SHALL NOT BE MORE THAN 2.5'. / / 1� / /��/ /�// / \ \ \ l I �� I 1 � ` 53417 i / I 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL p• / /// \ \ \ \ 1I �u�' o / / � �5 � / � � 1 \ \ \ \ \ � I � ` I LOCATIONS SHOWN ON PLANS AND AT THE TOP AND I \ ` % BOTTOM OF ALL RAMPS. a53� , T 2 534.67� 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA / /�/�� / MP 3 38A R ` �/ �� TMP.32-39B IgPPROX.I z I 1 N/F JOSEPH M JR O JUN K TE RY EX. GRATE N �♦ LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. COMMONWEAL TH OF VIRGINI% ,!33 IgN D.B 64 .23 D.B.4574 .676 TOP. 53AT5 HP:536.47 ADA LANDINGS SHALL BE 5 X 5 MINIMUM / //D;ZTMENT OF TRANSPORTATION I \� B.629 P./OD (PLATS lNv. ouT 3 / DIMENSIONS AND SHALL BE CONSTRUCTED OF A /// \D.B.4574 P.676 Z�NED: C/ COMMERCIAL �LOD 1 HOMOGENOUS, SLIP RESISTANT SURFACE. IIII I I � I 1 533.94 / / o � / HH WI-9,XV PIK P200-151- 587 I I I I I I I PR SENT USE. COMMERCIAL ' EX. SAN/NH �� , - Cx. l5 IN 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT ERI I I I I I I I I TOP.. 534.47 1 r� / I I EXCEED 2%. e III I I I I I I PRESENT USE.- DETEMT ICIAL ON POND 1 I I I I x I INV /N 526. 02/(CAT) 534.15 ZONED: Cl COM yeti`' INV. lN•/525.72 �; / � 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL INV. OUT- 525.67 j / /i Fx �T "N GREATER THAN 1i OCCUR. NECESSARY CHANGES IN /T/1F l I I J I SMT / / / I TOP. 534.53 2 1 I 1 1 \ EX. VDOT RISER l l 1 / �� / I I I N• E j58 / \ 1 / I I INV. IN: 528.33 (W) LEVEL GREATER THAN 4 SHALL BE BEVELED WITH A \ EX. VDOT Es-/ TOP- 541.64 / ' I , DRP ooZ I INV. /N 528.03 (sw) SLOPE NOT STEEPER THAN 1:2. 1 1 \ \ INV. OUT 538.82 INV. OUT 529.79 / �/� / / / / / I I V D�#�6�9� ' I /� ^� t�. sq M I I INV /N. 53/. 78 (S) NOSE DOWN CURB $ I �E I INV. oUT 527.83 (N> 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE ARV. wV I \ \ / / / / �� / - / i ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE WE i LP:535.52 / /8' DEC. SE \ SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS / wv SA wV �� I \ \ \� - �� // / j/ // l l Ex. � 12 I SUBJECT TO ACCESSIBILITY REQUIREMENTS. \ \ \ /�� 24 " DEC. 537.50 EX. GRATE TOP• 534.55 EX �A INV. IN 529�4 2� �o� 5 536.05\ / �� I SITE GRADING NOTES: v - /, V 04+ / �' I l I /l INV IN EX. SAN MH / -b /J ;= .50'S6� 537 I T I 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE / - - _-- -__ �/ // / / ✓ �'535.50_ I I MINIMUM SLOPE OF 1% ALONG ALL FLOWLINES. EX. ORIPL/NE / _ RETAINING WALL //X I NOSE DOWN CURB l GP �j l INV. IN 52775 ' / o _ `?� ' _ I 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS xv INV. OUT. 527 65 55 3 �8.14 ' � 537.50 - 539.56 S 48 53$ I SLOPE OF 2% ON SPILL CURB GUTTER PANS. BIORETENTION T ' - �� FILTER B 1 I 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED , 0- -j4 538.69 539.21 1 I o rn\\ TRANSITIONS BETWEEN SPILL CURB GUTTER PANS 7 � / / N(, PS\N .fj TW 547.15, - - - / TW 546.75 1 J_1- �j3 1- I h GRAVEL `o I P . � �, � EMERG�PC''EB \ ` ' `�� I I -� ` / AND STANDARD GUTTER PANS AS SHOWN ON PLANS. LOD �S-c�NG O� DR �5 \ �3� I I MINIMUM TRANSITION LENGTH SHALL BE 5', OR AS z ,off / �_EX FORVD' 39 38 546.13 545.66 _ 5`3I I / SHOWN ON PLANS. 5 o h3 77, // / / i o35 OS„ E z�1j � �' 54 5 a 5 540 I I 0 1 I / 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON l i' EX. 2o'�N SEWS ESMT �S �� 543 ' I I ALL TERMINATIONS WHERE PROPOSED CURB DOES I I _ D.9. J591 fy 162-168 544 - & , '° 541 540 I ` I I EX. CULVERT N NOT TIE INTO EXISTING CURB. EX. STM MH / ♦ 545 TW 546.72 > TW 546.32 542 541 1 I INV. IN: 536. /0 x I N P N 54/.31 INK FE551. 9/NCE X �� 546 543 ° 1 I 545.95 1 I / I INV. OUT.- 54/.11 �NAIN� X547.03 47 1 I f RCP I II, i 7 4545.54 V 00.0 ♦ 546. J5 � 1 I o Ix X ♦ 00�' _ \\ �� 542.55 1 I Q (r� ��/�R T7� _ -_-_- _- - � � - � �-� ��-'-_��- -_- -_- cv- __-cam-- ____ ♦ 547.70 547.07 EX. SAN MH ^' /I ;:Il� - /F AIRPORT PLAZA LL I \ I TOP 560.15 \ \ \ PROP. STORM MH (TYP) �I, 547.87 a' 1 I PROP. UNDERGROUND SWM t' S14 INV. IN-54245 \ I I �s cr sly � P.3/9 1 I I I I Z 1AW ouT s4225 1 _ y /i II - s DETENTION SYSTEM _�o D.B.629 P.IOD PLA I Q Z 54s.i2 N/FW/LUAMSCOTTMA AL , E - - - - -- 548.50 i 547.92 _ _ _ _ _ p 0.626 AC (SURVEY% 1 • - • ; - ��Ec:. � � � h I I I NED: Cl COMMERC/AL I I H P: 544.44 1 54s.34 TRUSTEE of THE FAMIL Y TRUST of > 548.10 I -� I lei 15" RCP S NT USE.- COMMERCA4 STANDS of \ cs THE WILLIAM A. MARSHALL /R. - - I w I 1 I �o - REVOCABLE TRUST '/� I �' ° I 544.19 / 11 D.B.4464 P.203 ° I \\ LP544.0) I I CURB CUT WITLP: H I \ 548.24 D.S. 3192 P. 264 GRAVEL DIAPHRAGM / -� D B 27173 / 1 LP:547.23_ �- II� 9B.�P.lO/, 104(PLAT) NYLOPLAST BMP \ / - D.B.2284 P.-339 ° TMP.32-40 / CONTROLSTRUCTURE I _ - H-VP--/58 WILLIAM SCOTT MARSHALL, I 550.93 550.73 cS� 548.82 548.96 1 I I H. W. P. B. XI V P. 200 2'5 o I TRUSTEE OF THE FA MIL Y TRUST I I I� 1 I I D. B. /639T66 A T� , � F THE WILLIAM A. MARSHALL 1 S BIORETENTION 5�g \\ \ 0 JR. REVOCABLE TRUST 11 I I 1 0 1 S FI LTER A O 66 SAL SURVEY$�� , s I 1 cn i i / / ,� 1 ZONED. Cl COMIGIE7CIAL �- D.B.4464 P.203 0 1 c 1 545.50 0 r j • ll s I 1 \ -� O � E.5'E-NT�7SE.COMMERCI� S 9_ a ° a I I �� •- r D. B. 3503 P.180-187(PLA T) I� \ \ \ I t D.B.3/92 P.264 TOP 5EA R6.35 ��41. I 0 SHEETZ STORE S I s s D. 9.2717 P. 317 INV IN., 547. 65 (W) \ I I HP: 55�.01 O FFE: 548.50 5 SO, , b. 11- - � - I ` D. B. 2284 P. 385 INV. IN- 544.3o (s) `� \ SS I I o I a _ I I HWPB.XIV P.151-158 INV. our. 544.15 (N> \ ' ' o I -- _ _ It ° FUEL CANOPY HWPB. X1 V P. 200-207 _ - _ I cS0\ D. B. 715 P. 634 (ILA T) �I _ `� 4' -1 e HP:552.80 1 / I� �,\r I---r--� I r ZONED. Cl COMMERCIAL _ 1_______ II ► -� I �, PRESENT USE. COMMERCIAL LO LO 552.50 GRASS OUTFACE1,\��Ii EX. GRATE I I CHANNEL I I ToP. 559.43 GRADE BERM AROUND I HP: 557.01 / AR WASH I I F-- w ® l INV OUT.- 550.03 EX. STORM STRUCTURE \ r, /r C S _ ° ° GRA I/E - � � FFE: 549.55 � i i� � I' �'` ✓ 1 I / EX. VDOT DRAIN ESMT I I 6" PVC ROOF DRAINS (TYP) \ PROJ. #064 9-002-15 \ \ ° ° ° \ - 6 • IL 3 I l s \ 1I 548.26 548.20 548.10 ', ; '! "' • '- •' ° •t, ` ••'-•' �I V C r - - -s I � °� 547.83 r / \ 551.48 1 66 \ 550.87 549.77 549.54 548.60 548.53 ' • •+ . ' •1 •. . �� :I • 58 4`8.�00 All N55206 440 ' 5D 547.70 r oil: ° G ' LOD �G / PROP. CURB IN ET E-----T----- ®' / U) / O S1,> 546.75 546.64 I / 553.05 JI � � � � - • m S _ � 546.97 / I/ / S ss „fir I- 4�•-�----�--T� --� / / 551.47 549.98 I S 549 I 549.35 e I II I I S \ \ .13 1 S 550.08 0 H 1) / fiber *itne sC el / ib r I out 1 1 �r 1 ao o� toes o a' 1 o I I 1 0 I I I ' 1 �` I 1 f 1 t*=48 90L / 1 HP: 550. FIR 5�6,75D Emil Aspholt �53 _ - -� 554.97 .. • I3 �� 556.65 554.64 -- - - - - - - - - - - �� BENCHMAR/f \ EX. DI \ STD! TE 64 9 (A IRPOR T AV) N- 3935947.50 \ E-11501413. 09 TOP: 556. 88 INV. /N- 549.58 \ m - TOP. 554.7-5 ,ROUTE APPROX ROW W10TH.• 90' \ _ _T - ELEV.- 547. 89 - \ INV. IN: 54 9.2/ INV. OUT. 548.33 \ INV. OUT. 550. 98 8 600 AD T \ H. W. P. B. X,V PP. 200 -201 \ \ GRADING AND DRAINAGE 1 PLAN 1" = 20': 0 20 40 N 55002'36" W 17.1/'- EX DI INV. OUT• 542.35 I'll, !'s - . ; • ' it' 48.7 :45.2 z � TMP.3 -39A LEGEND: N/F WILLIAM S OTT MARSHALL, TRUSTEE OF THE FAMIL Y TRUST OF THE WILL IAM MARSHALL JR O4 / O STANDARD/ACCESSIBLE REVOCA LE TRUST PARKING COUNTS o D.B.4 64 P.203 STANDARD CG 6 a .as D.B.4717 P.317 CG-6 SPILL CURB W D. R 2 84 P. 385 HWPB.XIV P.151-159 CG-6 TRANSITION CURB o HWPB. V P. 200 -207 B.16 9 566(FLAT) ® ADA PATH AND LANDING D.B.629 . /0/, 104(FLAT) 0.061 C (SURVEY) BMP SOIL MEDIA ZONED: C/ COMMERCIAL CONCRETE PRESENT SE.- COMMERCIAL Uj Z OC W W Z W J U W z J N :5W wz0 v/ > 0 LJJ Q Z:) 0U0 J LLJ Ozw I..L Q EN PUmH op G,I•'A 01 0 0311612020 'Z DANIEL C. HYER Lic. No. 45596 A C O 0I UNAL APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C5mO XXX ,z- �� x'zx xzz v, 053'� i�� iii iiii�i 1 1 1 I I I o 111 �- g1, TM` 32 38A `00 �� / �� TMP. 32 -39B IgPPROX.I JOSEPH M JR 0 J IN X TE RY Ex. GRATE COMMONWEALTH OF VIRGINIA • !33 AN, D. 6v'4 �P�2 3 \ D. B. 4574 .676 TOP. 533. 58 / DEPARTMENT OF TRANSPORTATION B. 629 F. l04 PLA T NV. ouT� r.83 \D. R 4574 F. 676 I I I I I 1 \ ° Z NED. Cl COMMERCIAL ;rl / 1 ;.� Asphalt 1 HWI \XI V F, 200-207 I I PR. ENT USE. COMMERCIAL , ' z I I (I HWPB. X P. l5/-158 I I I I I I`' , EX. SAN/MH P ; ` L v' = Ex. 15 " I IIII \ IIIIIIITol I ZONFO: Cl C M FRCIAL INV. /N 526, 2 /(LA T> �e��e I III I I I PRESENT USE- DETENTION POND I I I I I I INV. IN /525.72 \ r I INV. OUT• 525.67 1 111 I I P'F 1 I I I I EINV U / 1 1 1 EX. VDOT RISER l l I I ORPIN02,o \ INV. OUT: 529.6 9 / / / / / I T 0 i + 1 \ EX. VDOT ES-1 vp0 6�9' �•^ \\ INV. OUT. 538.82 0� A/ SEa, / -ARV• wV \ \ // // j� �� / E WV SA SEW EX. GRA TE Y. ! 001, MO.. 534.55 / a1 / \ \ \ \ INV. I'M 529.40 J INV. OUT: 529.00 EX. SAN. MH / / / g36 _ 537 \ TOP.• 537 / EX. DR/PL INE / / '�/ I - „ RAP // INV. IN: 527.75 / 48o55 39" / - INV. OUT: 527.65 E � \ / 5 7 0 8. 538 -NN �T\NN\� 1--@ 7y C �.� / I / LOD x� \S\� G EN\Eo pRA\NPG 3r0 1 _I PROP. LATERAL CONNECTION /SEX FORVp _ \' S3� I o; o / W ❑e o a \ o 540SAN. SEWER 0' 0053 EX2sAN SEWE 540/ TO EX. .00000 541D.B.3597P.62I68 I I I i EX. STM MH X II � I l l/ CNAINI XKl 542 541 1 y8%543 INFE�Nv v3i i INV. OUT.541.j I I ��/ S4 46 S42 � o I I - A \ \ SEW_-_- - - _ , u�- �_= __'�_- "--_ ' !`♦ SAN - -�� TMF >5� Ex. SAN MH o /F P 560,/5 \ \ \ I LIGHT POLE / Ip, _ (4) 4 SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING AIRPORT PLAZA L TO \ D-R-4622F.3/9 INV. IN 54245 \ (TYP) (2) 4 SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH SD.S. st 629 P.104 PLA T) /NV. OUT. 542.25 1 \ II - - _ - - _ Q1 �� ✓ TMP. 32 -39 r _ _ _ = _ 0.626 AC (SURVEY) N/F WILL IAM SCO T T MA AL I I I NED: Cl COMMERCIAL I I I I TRUSTEE of THE FA MIL Y TRUST of >NT USE: COMMERCIALI I' I � I I I I I I I I I I I I I I FX S' TM MN TOP. 534.53 INV. IM 528.33 (W) INV. IN• 528. 03 (SW) INV. W 53/.78 (S) INV. OUT.- 527.,63 (N) I I i EX. CUL VERT INV. IN. 536. /0 4 STANDS OF 1 0I THE WILL IAM A. MARSHALL JR. DEC iNDER 6" I / �p REVOCABLE TRUST / '� I w ° T w - D 1 1 I` 1 - (2) PROP. SAN. MH D.B.4464 F,203 I 1 PVC SAN. D.B.3/92 F.264 " ✓ \ I ; 1 ,� I, LATERALS D.B.27/7'�3/715,,F5_ �° I In Dom. 629 P. l0% 104 (PLA T) � D. B. 2284 F. 33'5� .- J e / /�^� \ . I _ , TMP.32-40 I'� 1 1 _ _ - fi��i/P-XIIV l5/-/58 �' - 'b\ ~ I 1� -'� CONN / W 1 / WILLIAM SCOTT MARSHALL, I z I A - I / H. W.P.B. XIV -.200 -2 ° � � � \\ ,L _ 1 MIN. 1 TRUSTEE OF THE FAMIL Y TRUST I II I I I - �_� ° e� ' II c 1 ,v ITRANS F THE ILL IAM A. MAR HALL 1 6 I 6' 5�9 - D. B.1639 Sb��RLA\ \ \ \ 0 W S I 1 I I 1 0 1 S O _ 1- 66Z-4 C_�uRVEYJ S 8 °, �s JR. REVOCABLE TRUST r I , III �. I ,- S I I / 's 1 1 �, / I O I ZONED. Cl COMMz/AL \ ° J D.B.4464 P.203 I o ` <. 1 \� PRESENT-=.. COMMERCIAL D. B. 3503 F.180-187(FLA T) 1 J O a I I I \ itn l c D.B.3/92 P.264 EX. GRATE o ��' GREASE TRAP TOP 556.35 SHEETZ STORE \ ( \\ I D. B. 27/7 P. 3/7 INV. /N 547.65 w \ �\ 6 077 SF 'o ° I \} - I/ fiber fib () I / II 0 I \ LIGHT POLE �+ I opt itne s D.B.2284 P.385 INV. lN.� 544.30 (S) S oo � I, I INTERCEPTOR FFE: 548.50 I � \ -'I� c � vo t HWPB. XIV P.151-159 INV. OUT. 544./5 (N) / \� S I 0 TANKS J ° ' FUEL CANOPY I (NP) / I �a rt I � , � � I U CA 0 HWPB. Xl V F. 200-207 - - I ss J - D. B. 7/5 F. 634 (PLA T) 4" PVC TO �, ° ZONED.- Cl COMMERCIAL - INTERCEPTOR TANKS PRESENT USE.- COMMERCIAL \ �_ ,'s _ IIII�' 1�\ �� t �' � JlIL1 % EX. GRA TE I � � I d ° \ \ I _¶ ,�_ ,r 0 ; I = ° yi t es TOP.• 559.43 \ O / D ° " I o O I I GRA VEL INV. OUT: 550.03 � CAR WASH I ° \ _ ✓ i� °-�- EX. VDOT DRAIN EAT 01 FFE: 549.55 I rL ` - a ° 1 \ \` I ' ✓ ` I I PROJ. #0649-002-I5 \ \ ° \ I \ LOD I I \ PROP. 10' LOD I GAS ESMT I I T \ 1 z T 1 I I I I I 1n 9' I I I �el000l1 VAN I Q w I co / '®` J SOL UNDERGROUND SWM DETENTION SYSTEM `Ss Sso S (5) UNDERGROUND FUEL I �1�OQ STORAGE TANKS ° �Q �t� 00 \ ° S� ---- �a° °�° FUELTANK �D� ��0000 a a °° VENT PAD i CON N ECT TO EX. - ° � � GAS SERVICE LINE signal gI _� _ _ / le --- Asphalt ��/ Q o W M I 1 I I - 4 T4t7ouft pole , ° • • 5 _ i �> -00 (2) PROP. 1" WATER METERS _ V 5503957" W 126. 99' lnF ; .; °.:_.;:, /, - - - - - - - - - - - - - - - - - - - - - - - - s CDN55002'36"W17.H' EX DI k (2) PROP. TAPS OF \ \ \ INV OOT.- 54Z35 TOP- 556.88 \ I EX. WATERLINE \ Ex. DI \ STQ TE ROUTE 64 9 (4/RPORT AD) \ INV /N- 549.58 n \ TOP. 554.73 Ss ��ROX ROW WIDTH• 90'\� � INV. IN 54 9. 2/ \ INV OUT. 550. 98 8, 6 00 AD T s� INV. OUT.• 548.33 �� \ \ \ s � �� UTILITY PLAN 1 1" = 20': 0 20 40 --CT TO EX. POWEF 50 kVA GROUND f ;FORMER �I - EX. INV OUT.• 541.96 =48.7 ,=45.2 zl O RE POLE WITH ,10UNTED 3 -39A -'T-TT N/F WILL /AM S OTT MARSHALL, TRUSTEE OF THE FAMIL Y TRUST OF THE WILL /AM . MARSHALL JR. uj z W W Z C7 W J U Lu z J N Q W z TW z 0 ��Z Q � cn > 0 UJ < ZD Oro J LLJ Q Ozw I..L Q EN PUmH op G,I1'A 01 4 0311612020 DAME( C. HYER Lic. No. 45596 wjA C O �I ON Au APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C6mO . ► �. . . . . . . . . . . . T.'.. ............... '_'.'.'_`.`.'_`.'.`_`_'.'mil'.'.`.`.'_`.'_'_'. S CONCRETE RETAINING WALL TOPPED WITH SCREENING FENCE i INK FENCE X _ .: :.. ... ..`.:.+::..`. . . . : LOD Xi�� .r..'_'_'...'_'_'_'_`_'_'`... ..... �! -. - ..................... o 0 0 0 0 0 0 0 0 0 0 ., o 0 ........,..... .......... oo7 V V V VAt '•�- V Vim- V v V .b i V V V V V v 1 i VVVV VV♦ - V v V V V �;. V VV V� _ • 1 V v V V V AI 17 V V V V 17 17 17 V 0 V Q V V Vv 7 0 v v v v v v Q 0 1 Vv✓V 1 VV v V V Q Q 0 V VV Vvv� VVVVVV -•�- ,7 0 V V V 7 V sJ 'a o VVVVV�. 7 17 �, vVVVVV VVVV V .,VVVVV •' � VVVV V o 0 0 0 0 0 0 , . a . .............`� V V 700 V00 SHEETZ .....�..�.. 17 0 17 V 0 17 0 0 STORE � ✓VVVV Q 0 0 V 07 17 Q 4 p•• b ✓ V V V V �. I iVVVVV 1 V V V 17! b , � yVVVV' 17 Q V V 0 0 V V 0 y a` •�.a _ V� vv. `•�. i. a o o00000 00�0 . 7s7JI7 V V 17 17 v •fin ,• • • • • • • • • • V 0 170 0 0 V �! 7 . 1 J• . 7 17 7 17 17 17 pp _ °• 000000 000 �. °,� 0 7 V 0 0 0 V II ._....._...V 0 0 0 V 0 • -.•.. • . 00V0170�00 9 g 'I a ' . . CAR WASH _L yJL fl �` . . . 17 V V V X V 0 V 0 7 IL i . . . . . . . . . . . F....... V 55-3957" W 126.99' 8,600 AD H. W.P. B. X/V PP.151-156 H. W. P. B. X1 V -F. 200 -201 00 LANDSCAPE LAYOUT AND MATERIALS PLAN 1 1" = 20': 6 20 40 Lu I o z W W Z W J z J J N � w 1�1 wz� z Q J Cn > 0 Q�__z LLI z p o Q J w � Q ::D �P:Q O 0 Lu Q Q ^w I..L U Cn 0 z Q / PUmH Op Gt� ,��0 03/16/2020 MATERIALS LEGEND: DANIEL C. HYER Lic. No. 45596 ASPHALT (45,331 SF) .o ' C O CONCRETE (11,577 SF) ON Ali 106%� I PRESERVED LANDSCAPING (1,103 SF) STREET TREES PLANTING STRIP (5,936 SF) APPROVED DCH MANAGED TURF (24,171 SF) SUBMISSION NO. 1 INTERIOR PLANTING AREA (8,189 SF) PROJECT 1903600 STRUCTURES (11,965 SF) T H E W 0 R K O F L I N E + G R A D E BIORETENTION FILTER (1,476 SF) C8mO i / r / r r r r r r r / I r I / r / r i r / . r �4NG'S N/F I ITO INVE571iVENTS, LLC I 2O' aNTT r S�w�� sFM�rr ?00-00-00-04000 I78. 3597 PG. 162 MAP. 32-40 519,9 P6 549 H16H6YAY COMMERCX JBILE SEIi'UICE STATION L4NC5 N F C0MM0N6YEAZTH OF 0/IR6INIA DFP,4RTMENT OF TRANSPORTATION PIl9,• 0.3200-00-00-0,3880 - ,F TAX YAP.- 32-39B ZONE- Cl COMMERCAL APB Ox PERI�4NENT a� _ J USE' �DT SPILLGYAYNP N/F GDNSTRUCTrov EASEMENT 1/ TERRY, y/OSEPh' M v'rr�f' OR r/UNE K � II 0 9. 1600 PG' 75 I P1G? • 03200-00-00-038A0 �, TAX MAP• 32-38A --� I rr NAIZ ` B. 074 PG 676 ' ZONE.- C1 COMMERCIAZ USE, SALON AND GRANITE/rt�.ARBLF 5ALFS Gay a0� afl� I 1 - 536 - 0' �' f 7 -- 7_ IroOT MON WITH CAP FOUND / _$480SA 3" ® � —001 - S39 I t BENCHR4i?1C _ aO� = 536 1?E w/ CAPi�ITH CHIP ND o U F Y Y I. �01 537 s\ 39 541 o 540 - - - -- 1 �A10E °-O'S�+ F 1 - _ d d 54 LINK570 z27.4a _ I 544 543 A 543' 1 54 1 _ _._._ N17.1453 037" •OO}'' COS' O 1 PLO , r 1 TO 1?EJ5�4P FOUND pC�7' � �/ 54gf 20 PLS p ' X \ -4_t4PLO 'r C� E� E EET ` E \ I f ` 42 - n +' ' +I ' kI S�� , `\_ t� 1• > - J42 C / 49AAB 1 1 4> BENCHM<IRX 1 i i i ' i+S. I y SL + _ A .--. o i " +�11 0) 49T' w CAP ; t - �`�` __ -. Y r I r _ r yi� 2284 PO 985 _ - A 2777 P6. J17 --—— - _ A 4 .3192 PG. 264 a I' 545 !i rr r ^ \'r +\ 'r r` ` `•'`r ! I _ �-_ I _ ' , ; --- I I r \r - ! ------ ' J rl PROP SHEETZ � 3510 SEMINOLE---- 1 I , r __ - S _" - TRAIL s 1 i i %' 1 I� I o ✓UJT t{C fir � t 1' 1 '°I �- ♦\ III J 1 j�� L - 16,4177 SF e e 1 .►>d. rr rJ rf � \1 \', \r 1r ` I I 1 � 7 46 SPACES -- 47 p \` I yy i I J ' r' 2 CC 11 ' j l ?_ � / FFE = 548.50 ` - J X !+• rr , � I/J I � + J I - J _ I n` . f - _ ' S4�g , f _ I r - -' - I l ' + � I LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATIONS COMPLIANCE ONE (1) LARGE STREET TREE SEMINOLE TRAIL U.S RTE 29 SHALL BE REQUIRED FOR EVERY FIFTY (50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1150 X 275 =5.5 LARGE TREES REQUIRED 32.7.9.5 SHRUBS ALONG PUBLIC 1135 X 275 =7.8 LARGE TREES REQUIRED LANDSCAPING STREETS . WHEN A PARKING 8 LARGE TREES PROVIDED ALONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE 115 X 275 = 55 SHRUBS REQUIRED FROM AN OFF -SITE 55 SHRUBS PROVIDED STREET_ .SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE FEET „# INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE ON CENTER. REQUIREMENT LANDSCAPING ALONG THE AIRPORT ROAD U.S RTE 649 FRONTAGE OF ENTRANCE COMPLIES CORRIDOR STREETS SHOULD 270 LF STREET FRONTAGE (USABLE) ARCH. REVIEW INCLUDE THE FOLLOWING: 1l50 X 270 =5.4 LARGE TREES REQUIRED BOARD DESIGN 1/35 X 270 =1.7 LARGE TREES REQUIRED GUIDELINES LARGE SHADE TREES SHOULD 8 LARGE TREES PROVIDED #32, A) BE PLANTED PARALLEL TO THE LANDSCAPING ENTRANCE CORRIDOR STREET. 1/5 X 330 = 54 SHRUBS REQUIRED SUCH TREES SHOULD BE AT 57 SHRUBS PROVIDED LEAST 3'/2 INCHES CALIPER (MEASURED 6 INCHES ABOVE "" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE THE GROUND) AND SHOULD BE REQUIREMENT OF A PLANT SPECIES COMMON TO THE AREA. SUCH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER. INTERIOR PARKING LOT LANDSCAPING PARKING LOT AREA. 51,763 SF AN AREA OF AT LEAST (5) PERCENT OF THE PAVED INTERIOR LANDSCAPING (5%): 2,589 SF REQUIRED PARKING AND VEHICULAR 8,700 SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR 32.7.9.6 SHRUBS. COMPLIES LANDSCAPING WITHIN A PLANT MATERIALS MAY BE A PARKING LOT LANDSCAPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: 46 ONE (1) LARGE SHADE TREE (1 CANOPY TREE 110 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 5 "A'" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT FEATURES THAT MAY HAVE NORTH AND WEST PROPERTY LINE NEGATIVE VISUAL IMPACTS. FEATURES THAT MAY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL SITES NEGATIVE VISUAL IMPACTS EXIST ADJACENT TO SITE. INCLUDING, BUT NOT LIMITED TO, ZONING THE FOLLOWING SHALL BE SCREENED FROM ADJACENT SITE FEATURES COMPLIES 32. SCREENING RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (I) LOADING AREAS; (H) REFUSE AREAS COMMERCIAL AND INDUSTRIAL TREE CANOPY CALCULATION USES: IF THE SITE IS TO BE ZONING DEVELOPED FOR GROSS SITE AREA: 67,665 SF 32.7.9.8 COMMERCIAL OR INDUSTRIAL COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (10%): 6,766 SF REQUIRED CANOPY CANOPY IS TEN (10) PERCENT. (13.6%) 9,242 SF PROVIDED TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN THIS CALCULATION. 2 CC 11.=� 1 _ > Mr f' ` \ I _ ----- I `Sf I A- S / --- - -- ! —�' ql I, 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO ,'- `� '\ = ; - �• �, - - - d_a _ - a I I � � o � � ' REACH, AND BE MAINTAINED AT, MATURE HEIGHT THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED PROP ±1,000 5S0- ``\ I MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE. cE----------_----- > ` I PLANT. INTERIOR PLANTING AREA W f CAR WASH j �_ _ \> A a I 6 �- FFE -4U.T \ b d d• \ d 41 1 Y 'r`+ I //' ,\ Ii i ! rf 1" 1 I I 1 I 1 Al NS cS - //Jf ► A r III L_ i Ci I a LI� I +6 TBR + 7 GTI / 1 t Al NSA i TQMfI %� Al6PL +1 PLO �rrr it ; J CID ' /' ' ! ri 58 48 AAB *9T6R ' � v I u j ® ' / ; 1 1 r}ry I. h` �i L I 55 � I ' rik , I it ` 55v, � _ Y LANDSCAPE SCHEDULE `DULE KEY QTY. BOTANICAL NAME COMMON NAME CAL. J ITT. CONT. SHADE TREES GTI 11 GLEDITSIA TRIACANTHOS INERMIS THORNLESS HONEYLOCUST 3112' CAL! 14.11 ' B+B NS 5 NYSSA SYLVATICA SOURGUM OR TUPELO 3112' CAL 114;15 B+B PLO 5 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3112' CA1 11 •16 B+B SUBTOTAL 23 ORNAMENTALTREES CC 4 CERCIS CANADENSIS REDBUD 211T 110-17 B+B SUBTOTAL: 4 i DECIDUOUS SHRUBS AAB 97 ARONIA ARBUTIFOLIA'BRILLIANTISSIRK RED CHOKEBERRY 3-f" HT. & SPREAD #5 CAN SUBTOTAL 97 it EVERGREEN SHRUBS PLS 20 PRUNUS LAUROCERASUS'SCHIPKAENSIS' COMMON CHERRYLAUREL 34HT. & SPREAD #5 CAN TBR 15 TAXUS BACCATA •REPANDENS' SPREADING ENGLISH YEW 18-24" HT. & SPREAD #5 CAN SUBTOTAL: 35 - — - — - - _ LOD�L�3 L0 I 0'FF I 1Y55°41#'1a••vV , RE94R FOUND 1 N5 2 NS - - 14' NOI�TLI AST --- - - _-. _ _ ., - _. _ _ _. _._ - _ r � r1 ' L, _ GENERAL NOTES: -ON THE L _„ _ \� ` —. � � , `, {� _- 4 ~� 1 THIS 1 d HI PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. 2 GTI 2 GTI -"1 PLO 1 0. >3 704 I �~ P R04R FOG, 2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS. ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE ...... ............... �'` �` ...............................:` `•' F SPECIFICATION 42.C., UNLESS OTHERWISE STATED ON THIS PLAN. ENTRY AIRPORT ROAD RIGHT OF WAY ADA ROUTE! SIDEWALK 1 NOT APPLICABLE - 35 LF ADJACENT PORTION 270 LF (USABLE) NOT APPLICABLE - 60 LF' - + ' 3 CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT _ _ LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED p \ \ TO MEET MAXIMUM PRESSURE REQUIREMENT. LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC ( -I� -- - 4 ALL C SEE -- - - - - '� - - - �---- - .�-_�� _ _._ -- - - - DETAIL) . \ _ -- - - -� _-`7 5 WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. 6. SHRUBS PLANTED ALONG HEAD - IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO J ( � - ALLOW FOR BUMPER OVERHANG, 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL BE OFFSET 6' FROM THE BACK OF RETAINING WALLS I- _ � I + (11" FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. AIRPORT ROAD Jo)�' TF _6 - - - - - - bYDI vv RIGhT--©F-GY Y �ARI4BLE ; a Jr ' `✓ ASPNAZT RAPED P09ZIC RNOW,44Y/ 45 MPH POSTED SPEED 1 20 10 5 0 20 r rf I r ! r - f 1 "= 20" �W o� W C7 � m U g oa WC U�� Z��-+W m Z Wz rn zr� Ail a � z`�WZL. I� < � aQ oa REVISIONS RAW REV DATE COMMENT Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY REVIEW AND APPROVAL, IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. 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'aa--© --b9 =et1 09 ba as �- e.e b.9 e.a�0.0- b:4 1w N is 1 I wu ;X1I ■ red 160 1340 Kemper Meadow Dr. I Cincinnati, OH 45240 1 513-574-9500 www.redleonard.com LUMINAIRE LOCATION LUM NO. LABEL x MTG. HT. 1-8 A 15.83 9 - 24 B 15.83 25-32 C 3 33,34 ❑ 9.33 35 - 39 D 12 40 ❑ 9.33 41-43 E 12 44,45 E 10 46 E 12 47 F 1 48,49 G 23 50,51 H 23 52 - 63 1 23 64 - 75 K 11.33 NOTE: - ALL AREA LIGHTS ON NEW - EXISTING x FT. POLE MOUNTED ON x FT. CONCRETE BASE O.. i ,, - LEVELS CALCULATED 1 GRADE LABEL INITIAL AVG VALUES MAX MIN AVG/MIN MAX/MIN SITE PAVED AREA 3.93 23.7 1.0 3.93 23.70 UNDEFINED 0.37 7.2 0.0 N.A. N.A. UNDER CANOPY 31.65 51 111 2.88 4.64 C4 NORTH GRAPHIC SCALE 0 30 60 90 120 SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTSILUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 8 A SINGLE 5080 1.030 BO-U5-GO 66 528 CREE, INC. FLD-OL-15-D2-14-E-UL-XX-700 w/XA-XFR9XX 16 B 4 FT LINEAR 4588 1.030 BO-U5-GO 66 2112 CREE, INC, FLD-OL-40-D4-07-E-UL-XX-700 w/XA-XFR9XX i 8 C SINGLE 1441 1.030 B1-U0-G1 22 176 CREE, INC. PWY-EDG-3M-P3-02-E-UL-XX-350-57K 8 D SINGLE 2947 1.030 B1-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525 6 E SINGLE 5893 1.030 B2-UO-G2 68 408 CREE„ INC. SEC- EDG-3M-WM-04-E-UL-XX-525 1 F SINGLE 11678 1,040 B4-UO-GO 86 86 CREE, INC. OSIQ-AAXX w/PGM-1 + OSQ-A-NM-I5D-B-57K-UL-XX - 2 G SINGLE 11648 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX 2 H BACK -BACK 11648 1.030 B2-UO-G2 86 344 CREE„ INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX - -- 12 J SINGLE 8950 1.030 B1-UO-G2 86 1032 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX w OSQ-BLSMF 12 K SINGLE 484 0.678 N.A, 8.1 97.2 B-K LIGHTING, INC. BKLT CH-LED-el7-FL-BZP-12 (BY OTHERS) UJ z W W z V W Lu z J N H W z Wz0 vI J > Q W Q Z) OU)o J LLI H � Q Ozw I J U wPUmH op GI'A 03IZ16IZ2020 f� DANIEL C. HYER LIc. No. 45596 .0 n XCSL�Q I oN Au 15� APPROVED DCH SUBMISSION NO. 1 PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH REDLEONARDASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. SCALE: LAYOUT BY: PROJECT NAME: H E E�Z PROJECT 1903600 ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED Ill , 3�r �,A A L B E M A R L E, VA T H E W 0 R K O F COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERI NO FROM DWG SIZE: D DATE: 2/18/20 DRAWING NUMBER: L I N E + G R A D E FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS. OR THE REQUIREMENTS OF ANY THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE R L - r1 /'� - A 1"�,/*1 �y,/+t I INSURANCE GROUP, ORGANIZATION OR CARRIER ELECTRICAL, LIGHTING, OR ENERGY CODE.. REGARDING LUMINAIRES AND THEIR APPLICATION. C9.0 m uml z J OEM®®LLJz W ISOMETRIC RENDERING PLAN ILLUMINATION 0 w z 1 2 Q�� aw ry Q ~ W Ozm J O Q O I NORTHEAST ISOMETRIC ILLUMINATION m SOUTHWEST ISOMETRIC ILLUMINATION PLTH Op t"f� 0 0311612020 DANIEL C. HYER Lic. No. 45596 � C SJ ON AL APPROVED DCH SUBMISSION NC 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E C901 U U 1J /U I - LIINL' UW( UL, LL. TMP.32-38A N%F TERRY D.B.4574 P.676 D.B.629 P.104(clnt) TMP.32-39B COMMONWEALTH OF VIRGINIA� DEPARTMENT OF TRANSPORTATION D.B.4574 P.676 j,~x e HWPB.XIV P,200-207 G' - HWP13.XIV P.151-158 Riser Top=541,64 " + gravel 1'1=532.4415 - wv. �V' 3 10.=538.82 ( ;), x + � � �•` � ' � 30"RCP. I©=529.79(24'rcp} Asphalt -4=534.47 6.02(lot) 11=5Z5,72 15'ACSA Waterline Esmt, �'� -�� ,,,, °-°LL f ++ �� IC-S 5.67 (as shown of)� D.13,3503 p.180-187 - �� - x �t` D.B.525 p.643 f ,� 1 x b _ - gravel I %� --� � - � - � _ `- � x I f �,c4�• � � � � � S rcp. -'04sen4e " - _ i x ,. .� y��+aap �`� r. -grate x x SS1h. 4' t, Top=534.55 5 Top=537°50 IF. ll=529.40 II =527.80 10=529.00(15"rcp) x K ll.=536.83 II F w�eaP Tom- 51.81 chainl ezce x v _ f 527.65 12'° CMP 1 11=541.31(30"rcp) x ", 08. 4 227.45- 5 0,=536.36 j I 10=`j41.11(30 rcp) x r�� 35s +537.45 ll C D. F. n ^40.34 I ' SS.Mh. rap=560.15 1 11=542.45 3 9.162-16a +c 0=542,25 I �= 6. L,a � rave! f -r I r / g +541.66 TMP.32-40 1NP.32-39 WILLIAM SCOTT MARSHALL, N F WILLIAM SCOTT MARSHALL, - �229 fTRUSTEE of the FAMILY TRUSTTRUSTEE of the FAMILY TRUST t - �542. ter, of the WILLIAM A. MARSHALL JR. of the Frame &3l4erblock 1 r 542.32�' REVOCABLE TRUST cr f �-' WILLIAM A. MARSHALL JR. REVOCABLE TRUST # drain' k• gravel vinv=539.7 D3,4464 P.203 D.B.4464 P.203 D.B.3503 P.180-187(plat) j D.B.3192 P.264 °" 110,2 36 it D.B.3192 P.264 f D.B.2717 P.317 silo D. B.2717 P.317 �', rn°j I 1].B.fi29 P.1 al , 104{plvt) �0.2 x14 d l`,_ rr r 4 �'► o D.B.2284 P.385 a at+ed r" +5 D.B.2284 P.385 tram H.W.P.B. XIV P.151-158 j X .W.P.B. XIV P.151-158 t._ �_-_ 4 3 + 6 ,, d H.W.P.B. XIV P.200-207 4 H.`41i' 4.9L X1lV R.200-207 D.B.715 P.634(plat)' D.B. 1639 P.566(plat ;-47.52+ , " a 1.667 Ac.(survey) i �>. g , Stm-grate m', 1 I ti roof i To=559.43 I fence X ._ r drain t' c3 P 3.27 x 5 tB. 5 4 0 11=550,03(12"hdpe) Y I� St. -grate x. Top=556.35 \ + 35 ;- ` t - ;6._ .; 11=547.65 12"hdoe) \ a • d r _ i ' f1=5� 4.30(30 rcp) "' 0 -0 -- - is 1}_ fence - ---- - - - - -_ 10=5t4.15(30"rsp} x 8.0' c 4� E Ex. VDOT Drain, Esm't - ` i. dram �, Proj.#0649-002-158 ' j 51.22 5 °II top=547.92 - ` ', \ eoof x 552.4�5 2.04 'aa2.'i8 .w=52.8114 2 r5 \ groin i { tii CO. 5w=48.8 _ w=52.8 + 552 , jf f i)HVAC +551, 64 + 553.75 Gc` bw=48.3+ s 26.5'- ------------------- - - - - -- _ I � �`--- r --�__: 8.1" Tv, , - - - - - - - ®� , /+ `� 548.25 ntenae c o ` - - II cn ` x + 2 Story Frame d t /�f / Elec. 5 2 b� Y w/basemen# + I C} pf1 p N ei f N v, 7 �'fi l ` r Y- T r 11831 \+ rI 36. �54. e2 554.6 C. 556,06 555` j+ 5 4 1 Story cinderblock shed 555.15+ 24.1' t�i rFr-r-r rJ 1 #1821 C`+ Cn ro( ter_ fence 555.25 - 1 x , drains • r r y..-,,_6. a' Stone , f .qo L- - - - -4 655-.23 555 t07 I TMP.32^,39A d ' III 1 , .7'x --"-----554,-------------- N./FWIIWAMSCOTTMARSHALL. i}551 ' �� • e n°pY g "TRUSTEE of the FAMILY TRUST N. 4,� avercon. -ravel-----------------fthe IF f - - WILLIAM A. MARSHALL JR. REVOCABLE TRUST a _ metal �• �" 1 grave � '' `, D.B.4�i6�4 P.2[)3, 1791 j+ N ❑.B.3192 P.264', I 'l 5697 I D.B.2117 P.317 I r � � CS' � , R \ " D.B.2284 P.385 Elec.`' << \. x H.W.P.B, i(IV P.151-15� roofer, « H.W.P.E XN P.200-207, 1 pale • * ', '' D1.0639 566(plat) ' drain s f ' `116.629 P.101,104( M) Q gZl cane. P S19 22 °33"J1f 2.5'Dia. 37 30' t cone. lid E . Spriat/'Centel & 4sphoit Dominion Va. Pgwer Esnn't ep m %Cen#e - _ _ , 55 i ; Pro #0649-002-158 - -- -- N55'39' ® PrOi#i0649-002-1 --- - _ _ 1 � -gnu grovel B7 I ..W." IF. f {f 3 _` 126. _ ��1fg �---- �� 9 57°' 99 0":. ravel 1y6g'd76 1 IF. TiuIP2=39A Elec.� T N55lIF. xj ------------------- - - - -`' -poe= _ -- _- w�caP 0,061 Ac. -Phare pal ue> 35'57'IV 243. 29' (survey) . - 533'39'14"W ---- --------- Ped, oaf ailboxes 14.46 ° - - - - - - - - S19.2�9�3 • drain airport D.I. ahead IF, 3S, Top=556.88 D.I. sin NS5'gq'g4" 143° 91 S 11=545.58(15"rcp) si n 10=548.33(30"rcp) Top=554.73 g 10=550.98(15"rcp) adopt a highway STATE ROUTE 649(Varlable) H.W.P.B. XIV pp. 151-75$ H,1111.P.8. XIV PP°20G-207 Benchmark Iran with RGA Cap EL 547.89 461 t_ Top=533.58 10=530.83(15"rcp) r � Asphalt TM'P.32-38 N/F AIRPORT PLAZA LLC D.B.4622 P.319 D. B.629 P.104(plat) 0.626 AC.(survey) i vs w w c5 cn Cr, I I 4r;.a34.70 bo es +5+3 Stm- Mh.53 11=528.32( c 5378C15'II 528.0324c 10=527.83(3mtp } )�9243p) I p)p S <> �t r �I IL.= fi 10 (15" mp) S J MCI F- V Ot �qn do not -nter 9g else. phone pole 0" . Phone T f Tsl� 11 tea.., wtnes ca 1 wit Mh. fiber} witne s 547.21 j� fiber Itel �f optic }moult vault -�546. 65 owe MM1 W,t ess� g941� aT 6 551.06 a , o •ate- A, SO AT&T' f 551.01 fl Ig+ hi h vrX Asp Olt windo w=48, well hw=4 5 AT bollards Elec. 1 tl hone panel ox 551.96 1 ;lec.° neter 0 1110.= 41.96+- HVAC p,`✓� 18 cp tw=4&7 tra DOT IF. w=47.4 ,Wa w/can N55602'36*'W D.I. fl 17.11 ° (tie) Top=546.65 ICL 10=542.35(15"rcp) d U W� signal signal pole airport plaza ° slgn VDH, Mon �1 _� I ///--tw=48.7 Q V w S LU z N Q W wzz Cn J > 0 LLJ Q ~ z Oro or_ J w N� P: tY I..L Q Ozw m Q I J > U W ffPUmH op G,I1'A 01 0311612020 f� DANIEL C. HYER LTC. No. 45596 .0 � XCSL�Q 1 oN Au s APPROVED DCH SUBMISSION N0. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E SCALE 1" = 20' 20 10 0 20 40 X100 SCALE IN FEET TEMPORARY CONSTRUCTION ` EASEMENT AREA 1N7F✓OSEP -38q � -St -grate / h M `//, OR ✓UNE f( TERRY / Top=533.58 D B. 4574 p 676 10 }�30.83(15"rcp) D.B. 629 P. /04 (PLAT / Aspholt \ / I ZONED. C/ COMMERC/Q� 1'19,FSE1VT USE. COMM5,9cl / 1 — / SS.Mh. ESMT. \ Top=534.47 RAIN 11=52 (lot) N0 r v�O 6, — X \I0=5 5. 7 Stm- - i\ f° / Top=5 / / x \\ 10,�: 529u�2s.. h. k I01 �' 10=527. 0 1ACoCoESS EASoEMEN ToEXHIBIT W I;I Is 4 --Z IUP) JJ9,J.Y 0 11=5 31.8.332(24"rcp) 11= 78 15"cmp) 11= 28.03((24"cmp) 10=527l83(36"cmp) 4) / ACCESS EASEMENT u W z W w aZ L� z> Lu w Q LLI J Q wW mm = zo w w0 wz W O u c� a CONCEPTUAL EXHIBIT -0100- FOR APPROVAL APPROVED SUBMISSION NO. 4 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E E.1 W10 z C) li W W z W Lu z J N H W Q W z =z� WJ> 0 W Q � OU)o J w H � Q Ozw � m Q EN v I z LL] 2 W W or_ 0 Q W U U Q r) w Q 01 0311612020 f� DANIEL C. HYER Lic. No. 45596 A n XC , I oN Au 15�60 APPROVED DCH SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E X3mO OWNERS APPROVAL NOTARY PUBLIC THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME SUBDIVISION PLAT CREATING NEW PARCEL'X',THE COMBINATION OF TAX MAP 32 PARCEL 38 IS WITH THE FREE CONSENT THIS DAY OF 20 AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY. Reg.# My Commission Expires Signator For: AIRPORT PLAZA LLC OWNERS APPROVAL NOTARY PUBLIC THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME SUBDIVISION PLAT CREATING NEW PARCEL'X'.THE COMBINATION OF TAX MAP 32 PARCELS 39 AND 39A IS WITH THE FREE CONSENT THIS DAY OF 20 AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY. Reg.# My Commission Expires WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WILLIAM A, MARSHALL JR, REVOCABLE TRUST NOTES, ZONING: C1 Commercial As Per G1S EC Entrance Corridor Al — Aiport Impact Area Subject Parcels located in the North Fork Rivanna River Watershed Subject Parcels do not lie in a Water Supply Protection Area. Subject Parcels do not lie in an Agricultural or Forestal District. Subject Parcels lie in Zone X, (unshaded) areas determined to be outside the 0.2% annual chance floodplain as shown on FIRM Community Panel 510006 145D, Effective date Feb. 4, 2005. A current field boundary survey was performed by Roudabush, Gale & Associates for the preparation of this plat , Easements other than those shown may exist and affect the property. No evidence was found to indicate that places of burial exist on Parcels 38, 39 and 39A. Subject Properties are served by public water and sewer. New Parcel `X' contains a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance. New Parcel Y is the result of the combination of Tax Map 32 Parcels 38, 39 and 39A. IF = Iron Found IS = Iron Set 0OR-00:012"W4 TMP32-39 N/F WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WILLIAM A. MARSHALL JR. REVOCABLE TRUST D.B.4464 P.203 D.B.3192 P.264 D. B.2717 P.317 D.B.629 P.101, 104(plat) D.B.2284 P.385 H.W.P.B. XIV P.151-158 H.W.P.B. XIV P.200-207 D.B.1639 P.566(plat) TMP.32-39A N/F WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WILLIAM A. MARSHALL JR. REVOCABLE TRUST D.B.4464 P.203 D.B.3192 P.264 D.B.2717 P.317 D.B.2284 P.385 H.W.P.B. XIV P.151-158 H.W.P.B. XIV P.200--207 D.B.1639 566(plot) D.B.629 P.101, 104(plat) TMP.32-38 N/F AIRPORT PLAZA LLC D. B.4622 P.319 D.B.629 P.104(plat) Plat Prepared By: Jeff Powell @ Roudabush, Gale & Associates ROUD"USH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS W1A PROFESSIONAL CORPORATION B SERVING VIRGINIA SINCE 1056 !/1�►1�\ 014 MONTICELLO ROAD - OMLOT MMLLE, VIFIGNIA r \ PHONE 4344877-0205 - FAX 434-2� - EMAdL INFO@ROUDABUSH.COM APPROVED FOR RECORDATION Agent, Board Of Supervisors * AT PRESENT TIME THIS PLAT IS ONLY THEORETICAL * AS THERE ARE CURRENTLY TWO SEPARATE OWNERS OF THE PARCELS BEING COMBINED. IT IS OUR ASSUMPTION THAT THE PLAT IS NOT APPROVABLE * UNDER THIS CURRENT CIRCUMSTANCE. * *DRAFT COPY ONLY* *NOT FOR RECORDATION* ACREAGE SUMMARY 1.667 Ac.(survey)TMP.32-39 +0,061 Ac.(survey)TMP,32-39A +0,626 Ac.(survey)TMP.32-38 2.353 Ac.(Combined)NEW PARCEL 'X' r Date 4 0 dl Vicinity Map Scale: 1 11 = 1000"+- 0 PLAT CREATING PARCEL 'X' A BOUNDARY LINE ADJUSTMENT COMBINING TAX MAP 32 PARCELS 38, 39 AND 39A RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SETBACKS: C 1 - Commercial C. 4.20 — Setbacks and stepbacks in conventional commercial and industrial districts. Setbacks and stepbacks shall be provided as follows: a. Conventional commercial districts . The following shall apply within the C 1, CO, and HC districts: Setbacks Front —Minimum: 10 feet from the right—of—way or the exterior edge of the sidewalk if the sidewalk is outside of the right—of—way; for off—street parking or loading spaces, 10 feet from any public street right—of—way Front —Maximum: 30 feet from the right—of—way or the exterior edge of the sidewalk if the sidewalk is outside of the right—of—way, provided that this maximum setback shall not apply to any structure existing on June 3, 2015 and to any structure depicted on on approved final site plan that is valid on June 3, 2015 as having a front setback greater than 30 feet; none, on any lot, including a corner lot, abutting a principal arterial highway or ''interstate Side and Rear —Minimum: If the abutting lot is zoned residential, rural areas, or the Monticello Historic district: (i) no portion of any structure, excluding signs, shall be located closer than 50 feet from the district boundary, and (ii) no off—street parking or loading space sholl be located closer than 20 feet to the district boundary. If the abutting lot is zoned commercial or industrial, any primary structure shall be constructed and separated in accordance with the current edition of the Building Code. Side and Rear —Maximum: None Stepbacks Front: For each story that begins above 40 feet in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 feet Side and Rear: None SHEET INDEX SHEET - 1 -COVER SHEET SHEET - 2 -COMBINATION PLAT MARCH 11, 2020 SHEET SCALE: NIA 1 j2 FILE: 19.0679 Q:\RGA\TMPROJ\19.0679 ALTA`PLAT—CO'MBINE. pro UJ z J N H LIJ Q wz0 =Q� C > 0 w Q Z:) O (n o J LLJ or_ Q Ozw m Q EN () Z OC W W Z C7 Z W J U 0311612020 1 APPROVED Q J H Q 0 SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E x4.0 " } r r , TMP.32-40 ` k COMMONWEALTH OFBVIRGINIA AIRPORT AUTO INVESTMENTS LLC DEPARTMENT OF TRANSPORTATION r D.B.5189 P.548 •� 5 IF. \__ D.B.4574 P.fi76 j D.6.4464 P.203 x HWPB.XIV P.200-207 It 1 D.B.3503 P.180-187(plat) -� j �'�- Ar \ HWPB,XIV P,151-158 ' D.B.3192 P.264 01.13.2717 P.317 D.B.2284 P.385 gravel `.�'� c r H-W.P.B. XIV P-151-15$ q`?i ,% % ' ers S)Q , harnllrlk�rr \ H.W.P.B. XIV P,200-207 � ��, p mt $ 5 Q�N \_ce/ D.B.715 P.634(plat) c x ; '\ r x IF. x , = x w/cap x 1 1 r r \ © C7 A r` / + #3C lNerb' IF. � 6;,� 1¢ ock w/cap TMP.32-39 710 1.667 Ac-(survey) "' , _0' o gravel o�'frr/�5� °r�d� 0 �f �! J\'\ fa��k14 �, r '��r f�'�c.she '5600 7ale �``—\ d gravel r rr Ida gravel 9r4�Pf vy� F} 6 J,74® TMP.32-39 N/F WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WILLIAM A. MARSHALL JR. REVOCABLE TRUST D.B.4464 P,203 D.B.3192 P.264 D.B.2717 P.317 D. B.629 P.101, 104(plat) D.B.2284 P.385 H.W.P.B. XIV P.151-158 H.W.P.B. XIV P.200-207 D.B.1639 P.566(plat) 1.667 Ac.(survey) SCALE 1" = 30' © 15 30 60 90 SCALE IN FEET NEW r PARCEL 'X' 2.353 Ac. "(Combined), °�`�f Elec. pole j 49' ROUDA$USH, GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS A PROFES491ONAL CORPORATION W1 SERVING VIRGINIA SINGE 1066 *11P 814MONTKMWPDM-CHARU)T rMLLE,VIReANIA 228t12 \ PHONE 4344D77-02M - FAX 434-298�2a - EMAJL INFo@ROUDA9U8H.0OM f10 @ 1 u] i 7 r 2.5'Dia. _ r cone. lid k .� r\ w/cap ' rr\ Ex. Sprint/ rtel &c; ' If Dominion Va. Power Esm't �4 _ ��V69�Proj.#0649-002'158 IF, ` ''q ' re �qIF TMP .32-39A N/F WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WIWAM A. MARSHALL JR. REVOCABLE TRUST D.B.4464 P.203 D.B.3192 P.264 D.B.2717 P.317 D.B.2284 P,385 H.W.P.B. XIV P.151-158 H.W.P.B. XIV P.200-207 D.B.1639 566(plat) D.B,629 P. 10 1, 104(plat) 0.061 AcXsurvey) TMP.32-38A N/F TERRY D.B.4574 P.676 Ex- VDOT °i 064S S81.81, q' =-y 150. 7 Ex. ACSA San, Esm't D.S. 1600 p.91(plat) \ \ s TMP.32,38 N/F AIRPORT PLAZA LLC D.B.4622 P.319 D.B.629 P.104(plat) 0.626 Ac.(survey) r f r r✓a `� r } r r AT&T witness t Q mope r. a ! 4 ss Q- t s entel fiber vaul J� Elec. ' � bane v �* !y Phone pole box elec. 5 r VDOT IF, "' w/ca R3 traffic vault r Sig 5� Asphalt Elec. panel El-ec Vaults *Df�AFT kim,,�u�1(ONLY* AT&T Asphalt 6 comm witness *NOT FOR RORDATION* MCI D� WltneS ��• VDH CI r © vault �Q elec. & � �• one Q QRj' pol TSD /r r r- c r O m � N � 3 V° t—' e= CL�.aifL 0 / mailboxes ;`Hole in Pavement Mh * AT PRESENT TIME THIS .PLAT IS ONLY THEORETICAL iber l vaultt AS THERE ARE CURRENTLY TWO SEPARATE OWNERS vau OF THE PARCELS BEING COMBINED. IT IS OUR ASSUMPTION THAT THE PLAT IS NOT APPROVABLE * UNDER THIS CURRENT CIRCUMSTANCE. * PLAT CREATING PARCEL 'X' A BOUNDARY LINE ADJUSTMENT COMBINING TAX MAP 32 PARCELS 38, 39 AND 39A RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY,, VIRGINIA MARCH 11, 2020 SHEET' SCALE: 1 " = 30' 2\2 FILE: 19.0679 Q. \RGA\TMPR0Jj19.0679 ALTA\PLAT—COMBINE.pro Uj z J N LIJ Q Tw z 0 Cn > 0 W Q P � Oro J w �<� Q Ozw � m Q EN Q) z oc W W z C7 W 0311612020 Q 1..1� U— Q 0 APPROVED SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E X40 1