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HomeMy WebLinkAboutSDP202000025 Plan - Submittal (First) Initial Site Plan 2020-03-18go AIRPORT ROAD SHEETZ W oARE INITIAL SITE PLAN LEE ALBEMARLE COUNTY, VIRGINIA ri SCOPE OF WORK: LEE 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 (D > A NEW GAS STATION, CONVENIENCE STORE, CAR WASH, AND ALL ASSOCIATED INFRASTRUCTURE SUPPORTING THIS WORK. U PROJECT SUMMARY NAME OF PROJECTAl From ROAD SHEETZ PROIECTLOCATION: 35ID S EMI NOTE TPAI L AIBEMARIE COUNTY, VIRGINIA DEVELOPMENTTYPE: PARENT APPUCAM/OWNER: CONTACT: ANDREWBAWARN AIRPORTAUSO INVESTMENTS, DEC ADDRESS: 60GEAST WATERSTREET, STEH CHARIATTESVIA.E,VA2290D PHONE: (431)4E-5060 EMAIL ANDREVIS ORECWHLECOM SOURcFCEFTOPOGRAPHY CONTACT UNEANDGPADECMLENGR DANIELC HYER, PE ADDRESS: M MASTREEr NE;STEID) CHARLOT VILLE,VA2 PHONE: 4bM1-ONES EMAIL DHYEq®LINE-GNNECOM SOURCE: ACTLWLWOUND SURVEY ISLE SHEET%LO MR SIGNED SURVEY) CONTACT: ROUDAMIKDOLE&ASSOCIATES BRIAN IANISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVILLE,VA22902 PHONE: 434-4ZZ"OMS EMAIL OIAMSONMROUDABUSXCOM I Sheet List Table J SHEET NUMBER SHEET TITLE CO.0 Title Sheet CO.2 Zoning and Parcel Tabulations C7.0 Demolition Plan TMP32-38 C3.0 Traffic Plan PARCEL I0: 0RMOOL00330 ZONED: Ci COMMERCAL C3.1 Sight MsIsnce TIMPAR; EMMN[E [OgNW0. OALARM C3.2 Temporary TrafficContml Details aQ7A LEGAL ARM O.fi22AG n 3NSF C4.0 Site Plan TMP32-39 011A 6 to Seat is - PARCLIO: Mm DI mO39M P'T�'Sihum1y ZONED : CICOMMERCIAL OVERLAY: AIRPORT IMPACT; ENRANCE CORRIDOR 84.8 613e BEER Is IEGRLAREA: L UNAC 12,585E 04A waveTeter TMP 3239A 34.5 BEEF as Bewla PARCEL Im mzoB.MODnRSAo C5.0 Grading and Drainange Plan ZONED: CI COMMERCIAL OVERLAY: AMPORTWPAC;ENTRANCECORMIDOR IEGALAREA: UNPAC C6.0 Utility Plan 2,6545E Boa B6ItYiim`i125 TMALI£GAIAREA: 2.353AC FR:EI 9dXWaela's - FMGISTERIALDISTRIC: RIO PDOPOSEUSIIEPWIREQUIRBA@113 AULWEDOBBEQ'D BUILDINGHEIGHT PEA21.4 NAXHEIGHIAILOWED= &5PT OUSTNGBUIIDINGHEIGM= 12IT PROPOSEDBILLDING HEIGM= N.33 FT SETBACKS Pn4.M PRDrWRVSTREEF IWENPRINCIPALARIEAIALIMN PROW YARD. IDW PRI&MRYSTREET IRTE M, PRINUPALARTERIALI MAR FRONT YARD- NONE REQUIRED SECONOARYSTREETIAIRPORTRO; MINOR ARTERIAU MIN FRONTYARD= US" SECONDARY SIRE£TIAIRPORTRO; MINORARTERIAL) M4Il FRONTVAM- NONE REQUIRED SIDE AND REAR IADIACENTTO COMMERCIAL) = NONE REQUIRED PARKINGSE CK= 1D FT AWACENTMCOMMERCML NONE REQUIRED PER32297 SEE LANDSCAPE SHETT5 FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREM BUIIOINGFOOTPRINTS: EXISIINGBUILDINGS AIRPORTPWA STORES 5,TQ SF 1 STORY FRAME &CINDERBLOCK 3,513 SF 2 STORY FRAME LEW SF 1STORYCINDEABLOCK AA SF MCALCANOPY 19DSF FRAMESHED 1 303 SF FRAMESHED2 RILL SF FRAMESHED3 2112 SF EXISTING BUILDINGS TOTAL = AM SF PROPOSEDBUILDINGS AT son SF 1,024 SF 4,857 SF PWPMEDMIIOINGSTOTAL= 21,968 SF IANDUse PERM21c CONVENIENCSTORE= BM SF CAR WASH IDRNETHRUTYPO- 1,024 Sr FUELSTATION (CANOPY) = 4,857 SF PARKINGREQUIRM: Pa4aii MXEDUSES (ME PARKING TABULATION TABLE ON SHEETCa2) TOTALREQUIREDPARMNG= 47 SPACES REWMAS110" HANDICA'SPACBREQUIRED= 2SPACES SQLVOSGR VICINITY MAP IN SCALE: 1" = 25,000' �J ° e OOo IT FO h8 PROJECT LOCATION g0giq0 rr o / LO.., CN � � O a PgOPFr . : 666E � /®o® CT�R r�� '••'•q+°: °... SIg / 41` o e ryf cave® T, 8� ® O a9 ,® EP N. LOCATION MAP SCALE: 111= 2,0001 N LIJ a LLJ Z T z }>} � LJ Q i- 0 Cf) 0 —J W Q 0 z W y� GO LL a i4 W W Vl LLI J CB.O Landscape Layout and Materials Plan C6.1 Landscape Planting Plan C9.0 Photometry C9A Photometric Renderings X1.0 Survey FX3.0 Shared Access AgreementsX4D DRAFT PLATX4.1 DRAFT PLATNCI_ C 17 TOTAL SHEETS CM 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 RECIPIENT SUBMITTAL DATE 1 1ST SUBMISSION ALBEMARLECOUNITY 03/16/2020 APPROVED ... SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K 0 f L I N E + G R A D E Cori STANDARD ADDTL INFORMATION: PARKING TABULATIONS: ABBREVIATIONS DISTURBANCE AREA: 2.442 AC(106,379 Sr) PARKING REQUIRED W L7 ID INSIDE DIAMETER R&D REMOVE AND DISPOSE EXISTING IMPERVIOUS AREA 1.11 AC(48,444 SO ABAN ABANDON LA LANDSCAPED AREA R&R REMOVE AND RESET PROPOSED IMPERVIOUS AREA: 160 AC(69,667 Sr) COOEREF. USE REQUIRED RATE QUANTITY REQUIRED SPACES Z AC ACRES LF LINEAR FEET R&S REMOVE AND STACK PERCENT INCREASE IN IMPERVIOUS AREA: 43.8% 1".12.6 RESTAURANT' 13 SPACES/1000 SF OF RESTAURANT GFA 1.393 18 ADJ ADJUST LOD LIMITS OF DISTURBANCE SB SOUTHBOUND MISS UTILITY TICKET NO.: B003400793-OOB of APPROX APPROXIMATE LT LEFT SF SQUARE FEET 12 DIGIT HUC CODE: 0206-0204-0303 (NORTH FORK RIVANNA RIVER-JACOB'S RUN) RETAILs 1 SPACE/100 SF OF RETAIL AREA BELOW 5,000 SF 2,428 24 w ASPH ASPHALT MAX MAXIMUM SSD STOPPING SIGHT DISTANCE OFFICE" 1 SPACF/200 SF OF BUSINESS SPACE 927 5 w A BASELINE MIN MINIMUM STA STATION TOTAL REQUIRED: 47 Z BLDG BUILDING ME MATCH EXISTING SW SIDEWALK HANDICAP REQUIRED: 2 — BM BENCHMARK NIC NOT IN CONTRACT TEMP TEMPORARY L CENTERUNE INCLUDED AREAS (SEE IMAGE BELOW FOR ARE46REAKDOWNSk LJ' N.T.S. TO SCALE TRANS TRANSITION _ CF CUBIC FEET NB NORTHBOUND "KITCHEN AREAL SEATING CG CURB AND GUTTER WI TYPICAL OC ON CENTER WB WESTBOUND SALES FLOOR, CHECK-OUT, WALK-IN TAKE-OUT COOLER w CONIC CONCRETE OD OUTSIDE DIAMETER O CONST CONSTRUCTION PRKG PARKING WSEL WATER SURFACE ELEVATION 58C, ADMIN, CLEANUP/WORK ROOM, UTILITY ROOM DI DROP INLET PROD PROJECT VESTIBULES AND STORAGE NOT INCLUDED. — DND DO NOT DISTURB PROP PROPOSED PARKING PROVIDED EB EASTBOUND PVMT PAVEMENT CUOEREF. SPACETYPE ACTUAL SPACES PROVIDED CALCULATED SPACES EL ELEVATION PM PAVEMENT MARKING STANDARD 45 45 u EX EXISTING REM REMOVE HANDICAP 2 2 FND FOUNDATION ROW RIGHT-OF-WAY GRVL GRAVEL FIT RIGHT TOTALS' 47 47 HC HANDICAP ALIGNMENT/GRADING ABBREVIATIONSCLEAN UP I UTIUW ROOM 445 CKITCHEN WORKROOM M19 13F BC BACK OF CURB PCC POINT OF COMPOUND CURVATURE BR BOTTOM OF RAMP PI POINT OF INTERSECTION ® — BVCS BEGIN VERTICAL CURVE STATION PUT POINT WALKHN WALK4N REWTROOM BVCE BEGIN VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION -- COOLER FREEZER OM RESTROOM BW BOTTOM OF WALL EN PRC POINT OF REVERSE CURVATURE SBC 139sF nr sF MEN DORA DELTAANGLE PT POINTOFTANGENCY ADMIN NTSF usF EG EXISTING GRADE PVC POINT OF VERTICAL CURVATURE LEG E444 EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTERSECTION r EVCB END VERTICAL CURVE STATION PVT POINT OF VERTICAL TANGENCY Avmx SEAMING `EVERAGGE CHECK-0UT n<SF EVCE EN D VERTICAL CURVE ELEVATION R RADIUS RE�SERF GE cooLErs 217 SF FG FI NISHED GRADE TAN TANGENT DISTANCE --c174 SF rt - FL FLOWUNE TO TOP OF CURB 217 SF " Q HP HIGH POINT THT THROAT CNLEµFOPIWORKROOM -- _ INV INVERT TR TOP OF RAMP JANITOR L LENGTH TW TOP OF WALL 33F LP LOW POINT STA STATION TUSSF CHEN / LVC LENGTH OF VERTICAL CURVATURE Sp SADDLE POINT STIBULE PC POINT OF CURVATURE OFF OFFSET RX7$F M MEN SALES FLOOR N] $F n sF R107 SF M-N'OMEX 19S3Si 10r SF $YE$FLOOR Sr V/ �/ � WALK-IN z - - - 973F I TAKE-0UT O s"Va SF -_ VESTIBULE` COOLER unuTYROOM FRONT F- 331 SF 13rw ® ,�/y 61 SF — VESaWLE-FRONT w Q_ M 75F /y WAIKAX CWIER W Z IyI 139 SF z 0 WRLKJN FREFWR /� 4 ,< 117SF V/ J > r WALKIx TAKE4XR000IER 230 SF NAB LLJ "6077" CONCEPT STORE - FLOOR AREA BREAKDOWN N_ JULY 2018 < Z LLI ®' L.R.Kimball 0 U0 o w Q F— Q d O SHEETZ CONVENIENCE STORE FLOOR AREA USES O z W 0 � m z Q Q 0 Z Z .Note: all land uses in the 800 and 900 series are entitled to a passby trip reduction of 60%ifless than 50,0005F or 40%reduction rf greater than or equal to 50, 000 SF. pUTH Op 0 'Note: all land uses in the 800and 9TlOseries are entitled to OpassbV trip reduction of 60%ifless than SO,000SForO 40%reduction if greater than or equal to 5Q 0005F. o'er 03�16�Z02a �2 v DMEL C. HVER > NO. 45596 r® 0 s1 ONAV � APPROVED OCH SUBMISSION N0. 1 PROJECT 1903600 T H E W 0 R K 0 T L I N E + G R A D E C0R2 EXISTING ITE TRIP GENERATION WEEKDAYTRAFFIC VEHICLES PER DAY PEAK IIDUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT QW OF UNITS TRIP REDUCTION' %IN %OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/VETERINARV NNIC 640 1,000 SF 224 4.72 6 5 IS HARDWARE/PAINTSTORE B36 1,000 SF SLM 1.14 EO% 28 4.84 47% 53% 1 1 2 VARIETY STORE 814 LODD SF 1.08 8196 6.82 2 1 3 SINGLE TENANT OFFICE ]]5 1,000 SF 1167 1.01 32 174 IS% 85% 0 2 2 SINGLE FAMILY HOMES 230 1Dwellin Units 9.57 1 10 1.00 63% 3]% 1 0 1 SITE roTALS= 46 10 9 19 PROPOSED ITE TRIP GENERATION W EEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description 17E CODE UNITS TNPS/UNR QW OF UNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS CONVENIENCE MIARKET W/GAS PUMPS 853 1000 SF 845.60 2.43 EO% 821 50.92 50% 50% 25 24 49 FAST FOOD W/DPIVETHRU 934 1,000 SF 4%.32 1.39 60"h Zl6 33.84 82% 48% 10 9 19 AUTOMATED CAR WASH 948 1,000 SF - 1.02 60°h - 1412 - - 3 3 6 sRE roTALS= 1,097 38 36 ]4 \ �� TMP 32 BA �:/// /ii// / // 1 I1 I I 1 II 1, /rmp.�F'OMMONWEdL3TH OF VIRGINid 1 -1� It, � ,4 1G 1 1 /F ✓DSE D.B.45%4 616 H T DEPART BNB. 05]LRP.bIPORFAT/GW I '4 r I `I Z\N EO.29 COMMERCIAL f �i� / 1 II11 I I I 1 ) HWBX1 V P (X /SB7 1 I I I 1 ENT USE: COMNERCMl ry7ESEON D. Cl OcE]PATS/ FOND 11 III) I I � I I I P, TEMPORARY CONSTRUCTION / I EASEMENTAREA EX VO9T E91 AB.Bd w- \ EX. 6RA/F INV. V� zz94w0 Er sav fH r +% + lNV /M REMOVE EXISTING CULVERTIN /----/- -, \ \ o f e27 G5 evA SPIBy51N / /✓ / 5 70>75 bB « 1NGR�ppT 00.P1NPGE �' ----• 1ST \ N \Zk ALL TREES AND VEGETATION WITHIN LIMO BE REMOVED I / TO BE REMOVED (TVP) PROTECT EXISTING LANDSCAPE 1 I " I I I 1 III I TMP.32-40 1 WILLIAM SCOTT MARSHALL, TRUSTEE OF THE FAM/LY TRUST OFTHE WILL/AMA. MARSHALL I o I ✓R. REVOCABLE TRUST D. B.LL6L P.203 D.B. S503 P. /BO-/87(FLA7) EX G.ed IF D.B. 319Z P264 ; D.Bs4z 270w5P.3/7 WE Ie .(IH 44J0 t3,/ OB22BLP.385 IIN .a-30 HWPB.X/V P. /5/-/58 lNVI, K. St1.I5 H"..XIV P.200-20% _-- 08.715 P. 634(PLA T) ZONED: C1 COMMERCIAL X P4ESENT USE.COMMERCIAL \ _ \ \I EX. OAX T I �� - 0 uC . 559.43 I GRe Y£c ENV. EX. VODT021/N. ESn4 I I LOD l REMOVE ALL ONSITE GRAVEL (TVP) I II I� ><4• I I DTI I P3v.INf T4Mf y I J IIII I I IiF ALL TREES AND VEGETATION WITHIN LIMITS OF DISTURBANCE TO BE REMOVED (TYP) EX. D/ � TCN.5 .BB ; INV. IN 569.9.58 )I MV /M U00 . INV. DUT'SG8.B.R 0DEMOLITION PLAN 1° = 20': 0 20 40 ��4 K4 DISCONNECT ELECTRICAL SERVICE - - AND REMOVE OVERHEAD POLES(TYP) DEMOLISH ENTRANCE AND SIDEWALK - >53'09 i'' w 15.46'- AS REQUIRED TO INSTALL PROPOSED - ENTRANCE AND SIDEWALKS - -- MAILBOXES n \\-TEMPORARILY ` 55- — SIGN OUT OF LODLOCATE_ M''oIF3a9' -I ABANDON EXISTING SPRINT/CENTEL ESMT J SEE REVISED PLAT SHEET X2.0 I I I I I / I / I I I I /NV. xr.- D8 - / Asanopi / I, ACCESS EASEMENT NV !N 526.OZ/(LID I / ABANDON INTERNAL PROPERREVISE PLAT DARY SEE ' REVISED PLAT SHEET X2.0 .17 `DEMOLISH EXISTING UNDERGROUND COMM. LINE � I / 1 n I I I ' \I I` DEMOLISH ENTRANCE AS REQUIRED TO r 5s ` / I INSTALL PROPOSED ENTRANCE. SEE SHEEP piI I C3.0 FOR TEMPORARY TRAFFIC CONTROLS \ / I I �COMPLETELY ERADICATE STRIPING WITHIN I TEMPORARY CONSTRUCTION EASEMENT I AND RESTRIPE PER PROPOSED PLAN I / N 1 �Avl I Idol `REMOVE I -- --. 1 / `\\ Ex aCVEaY UNDERGROUND I 1 INV. /N' SJ5.10 UTILITY N� hry REMOVE EX. PAVEMENT 11 l h ti h ♦ I, L��a:m i f i I �v IY 1 II I � I Lpi MARBOOOVEAND SIGN 1PROTECT POW ER POLEAND DRY UTILITIES REMOVE OVERHEAD WIRES I ✓ I 'l wl' DEMOLITION LEGEND: I 11 I P F771 DEMOLISH EXISTING STRUCTURE I I III I � DEMOLISH EXISTING PAVEMENT I I \ + DEMOLISH EXISTING GRAVEL I I I I I I C X] REMOVE EXISTING TREE \ N. 5935947.50 � STA TE ROUTE 64 9 (AIRPORT 10) L.-115OZ..09 A=Y. ROW WIOTH' 90" - ELEV. 547.89- \ 8,600 AD \ H W.A.B. VIV Pa. 151-158 H.W. P.B. ➢pV PP- 200-207 \ Z IJ w Q Z LLI Z Z g E a cn > Owl Z F Z OV ~ J Q J O 2 C) a—m w w �- Q all DEMOLITION NOTES: 1. CONTRACTOR SHALL CALL MISS UTILITY AND A PRIVATE UTILITY MARKER BEFORE STARTING WORK I 2. CONTRACTOR SHALL COMPLEFELV REMOVE UTILITIES CALLED _ TO BE REMOVED OR DEMOLISHED. 3. ALL UTUTIES CALLED TO BE ABANDONED SHALL BE CAPPED o "'S5 AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE I r CODES AND REGULATIONS. DEMOLISH 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR ELECTRIC PANEL I DEMOLITION OR ABANDONMENT SHALL BE REPLACED OR I COMPLETELY REPAIRED AT THE CONTRACTORS SOLE I .. EXPENSE. N ORPROTECT EXISTING LANDSCAPE �OpUT`A 2 Xd " -451 M457 E O gO 03J/16�ZOd0 2 al( --- PROTECT EXISTING WALL O y / � U DANIEL C. HYER / ♦Q LIC No. 45596 / d9101 �+ TMP.3 �39A ryf n 47 dlr/wll/� N/F WILL /AMS OTT MARSH4LL, �0 TRUSTEE OF TH FA MIL Y TRUST OF 0♦ 6/9NAL THE WILL AM . MARSHALL ✓R. a _ / REVOC LE TRUST _ - I D.6..4 64 P203 APPROVED OCH 'S5 SUBMISSION NO. 1 f]77 F. 317 °02'36'W 17.l' /wn FK D.BXBL P385 \ wv s<zas " HWPB.X/V P 151458 PROJECT 1903600 V Po2-207) THE WORK OF219 —B. OTA00 94MLA0 LINE + GRADE § D. ob/ c(saRver) \ ZONED: / COFIMEACLAL PRESENT SE.COMMERCIAL ciao I r %I,4 EX. STRIPING TMP. 32 I I f TNP.32-39B uz 7F ✓D ✓R • JLNV' K TE RY VIA _ ARWOX. 5'{Y4)e7li ../NE £SMT (qG MENT) l COMMONWEAL TH OF VIRGINIA ` D.B,4574 .676 PROP.WWIDE SINGLE WHITESTRIPE - DEPARTMENT OFTRANSPORTAT/(.W O.e694 r..u5 ar�o.Br <P1U d; _ l D.B.629 P./0 (Pt4r) PROP. 24"WIDEWHITE STOP BAR - �' OB.4574 P.blb 1 ZSENT USE. COf MERCI o ' HWPB.XlVP.2011-207 `11 IFRESENT USE CC4Mh/ERC/A< / As nNl - � NED C P. /5/-/SB ZONED: ClC/ COMMERCIAL l I I PRESENT USE DETENTION POND EX. ORIPVN— I / ERADICATE EX. PARKING STRIPING AND l \ / REPLACE WITH NEW 4" WIDE WHITE STRIPING - S O ob I � __-- ,�� / RUSTEL r1N sr , - --� T TU WX aF rHF FMAI:. I I HE WILLIAMA.MT2 ID S T,�O REVOCABLE TRUS' I I DB.4464P24 " D. B.3117P.264 1 DRZ1 D. 8. 629 P. 104 104(Po - 1 , I 0 DB2284 P385 HW.P.e XNP151-158 I I y HWPB XIVP200-207 D.B /6J9566(PLArJ 1 1 1 F 0 0 / 667 AC (Se Wr) 1 P a' d Fi a ' _ I 0 ZONED.. C/ COMMERC/Fe F— �• I..`� A w 0 O PRESENT USE.' COMME/7G LL I I r d___ _ rra._ rz • I 0 L_ I HINPB.,(/V P200 20,- 1 1 I I -- WHITE FLOW RV ) ARROW P J - I D.B. 7/5 R634 (PLAN) �a � -INFO. Cl C OMMERC AL PRCSCM ✓SE. CCPG IEROAL u`F�4E1 Ed. VOOT OH.iIN. ESM] `I\\ N SWEPT PATH OF VEHICLE WHEEL PATH OF VEHICLE I I I i ) _ N 55"39'57"W r26.99' / / / RIPINGG Z APART TTYP) _ SEETTC DETAIL I/C3.2 FOR WORK _ SHOULDER WITH MINOR ENCROACHMENT /x' TRAFFIC AND TRUCK ROUTING PLAN 1 r=2010 20 40 C I r I. —IJ . old 4" WIDE, 2' STRIPE/6' GAP WHITE LANE LINE �2WIDE WHITE STOPIBAR I I VN V N AMA HT W _ - y � SEE TTCDETAIL FOR TEMPORARY SIDEWALK CLOSURE SHEER FUEL TR 1~n■1T •� i 4' WIDE WHITESTRIPING (TYP) 1 I I dIddd— I I - I I L s �_ IoIT LZ�.,s�� of HANDICAP STRIPING TO COMPLY I WITH LATEST ADA STANDARDS I _ J FUEL LOADING AN DELIVERY ZONE - Q EX. 5' SIDEWALK ddd"w'MIIV ATE ROUTE 649 (AIRPORT RW EX. BIKE LdNE APPRDX ROW WlD 9,,600 AD H. W.P.B. VIVPP. 151-158 N H.W.P.B. X11"PP.200-207 I 7 l� II z Wren" owrs i I 4' WIDE SOLID DOUBLE YELLOW 24" WIDE WHITE STOP BAR _ SEE TTC DETAIL 1/C3.2 FOR WORK ON SHOULDER WITH MINOR ENCROACHMENT I I o TMP.3 � Qdl NIFW/LLIAMS OTT MARSHALL TRUSTEE OF TH FAMILY TRUST OF THEWILLIAM MARSHALL ✓R. REVOC LE TRUST O.B./. 61.. P.203 D.B.3/92 P.264 +� D.B47/7 P3U '� O.B. 84 P385 - HWPB.X/V P. 15/-/58 HINPB. VP200-207 — �Z{!6 566(PLAT) DEM,5.l0/. IN(FLAT) 0.061 C (SURVEY) ZONED: / COMMERCIAL PRSENT 5E COMMERCIAL W U) Z 0 w Q Z l9 w > U W �A. pmm Idd— W =z Z� z cn g > Q z W OV U. J WLL = Q cr 022 H a m Q 031161MO 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 C380 / I I � ,DECISION POINT B STA: 18+73.46 - 0/S: 6.00 R I ' I 0 1AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1:9 55E 54E STATE ROUTE 649 (AIRPORT Rol D) AIRPORT ROAD CENTERLINE APPROX. ROW WID TH: 90' SR29 STA 10+00=AIRPORT RD STA 20+00 — 21+00 — — 2222+00 — 8,600 ADT 23 00 24+00 -„ — T— CENTERLINE OFAPPROACH LANE_ _____--_—_—___—_—_—_—.` -- - — _ _ - — - — _ �_ — _ — _ — _ — SI. —ll STA:24+0SION POI3.46y--�//-y / r DECISION POINT A - ELEV: 559.31 3.50' HEIGHT OI EYE 53U SIGHT DISTANCE PROP.GRADE DECISION POINT B _ ELEV: 548.65 3 0' HEIGHT OF O8 ECT _ -5+00 -4+50 -4+00 3+50 3+00 -2+50 O2 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE H: V = 20% 0 20 40 V: V = 4': 0 4 8 �— —+— 16+00 17+W _____--------------T'— _ — — — —-- 54C 53E 53C 52E DECISION POINTD STA: 18+59.69 _ 0/&5.75L-_,---- -- \ - - _ EX. LAADSCAP046 IC II STATE ROUTE 29 INTERSECTION SIGHT DISTANCE 1'=20':0 20 40 -2+00 1+50 4t -0+50 555 Mol 545 000 0+15 I I 1 N !P LO W I I I Al pm - N F ,STA, PE ROUTE Z9 STATE ROUTE 29 ROAD CENTERLINE W Z 4P,RgJX ROW INIDTH. 160' Z C7 59000 ADT = Q > 1400 13+00 v JJ ------------� - - - - - - - - - - - - - - - - - - - - - - - Owl Q F z ' 1 CENTERLINE OF APPROACH LANE O O / J W 530' SIGHT DISTANCE LEFT Do - - -- — rX. ROW _ a DECISION POINT C� STA 13+29.69 Q COS 37.33 L DECISION POINT ELEV: 540.81 3.5 PROP. GRADE HEIGH EY LEFT _ _ --� 530' SIGHT DISTANCE — _ _ _ DECISION POINT D 3.50' 'HEIGHTOF _ OBJECT — -5+00 4+50 4+00 -3450 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE O H: V = 201 0 20 40 V: 1' = 4': 0 4 8 -3+00 -2+50 -2+00 -1450 -1+00 -0+50 540 7 TOF 535 530 7J. 03110"o DANIEL C. HVER LIC No. 45596, APPROVED OCH SUBMISSION NO. 1 525 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E 0+00 0+10 C301 W PoFe 6H-16 April April 2015 Pdge 6H-17 Z n1 Typical Traffic Control Shoulder Operation with Minor Encroachment K Shoulder Operation ",trip Minor Encroachment (Figure TTC-5.1) w (Figure TTC-5.1) w VOTES Standard I. For requirHlnrembgev for mbW-IaheroWwayr ae NWe 1, TTC{' ruaname 1p 3. Sign alwNng shuulA Le tl09'-ISdU'%or Limited Apresr Alglrwmr. Fnr oil "her roadways. the.rign Oa'l Z the post slspee inicty 45 old or less lwsred speed limit is greater than 65 mph. and 350'-500'wbere NtlON - ebepwrednpeedlimatu45mPnorlrns_ hvgtl � � axe w 3. What work takes t o a lane an a high volume madwar ; vehicular u lames, srbirle mir, awn nox G2D-2 (VI up par f g Y rsh L31ON J f teenaged laneann➢vNn shauldbedsperied to reasoning whetherthe10edlane shmAdne closed.Unlessset.I 33S t 500'+ the lane ormoarhmentaarhnrpermucaremm gl width of lilt f dt f should he Inred. /f f the cmureopemuonutnu Lmind Accen hughworv, the tintwidth /1/ t. owma A\ 80'-120' U 4 The ROAD WORK AHEADW - noideary may be opened w1wrearea h emerging fmm tam mvdwev will encounter anem d � e - t ikr as t 10. � SHADOW VEHICLE Standard; s��" REQUIRED MIN' V� �TMEENOT 9 5. in shadow suedrotating, will cubes arrow boars operating s al the partied mode. or at lease one lathe — SEE NOTE 9 ntemiry F t t g flashing. pr'oscillating I light shall b parked tlu I20m advance of IM1e tint wn k - 6 NeMJo fusion g signals shall t b d instead f the vehicle's higM1 Imens ty amber rotating flashing. oroscillatinglight: y tells h d ng signals can be used to supplement I ■ . ■ high-int tly'amber rotating, flashing, or'oscillating lights ILLUMINATED FLASHING W 7. raper length(Ll and channeloing device spacing shall be at the fullowing: AMBER (CAUTION MODE) o SEE NOTE TYPE B OR O O O O SEE NOTE] C CHANNELIZING jo DEVICES SPACING J On roadways with "wed shoulders having a SEE NOTaccareas E ] width of 0 (eel or more, cheapskate devices shall be used to clean me shoulder In advance of the machine taper to dined SEE NOTE vehicular traffic to remain within Me traveled way. wzl-sbH _ SEE NOTE 2 S. The buffer spare length shall be as shown in ruble 6H-3 on Page 6H-5 for IM1e posted speed Shall. 9. A truck -mounted thermalor (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greeter than 45 mph. W2k-1 10. W'ben a side road interaech the highway within the temporary traffic control zone. additional oaf c mewl devices shall be placed as needed. I: Strauss l-NUM15 J_ Q W O TTC 5.1 SHOULDER OPERATION WITH MINOR ENCROACHMENT N O wQ O z S Z � Z Page fiH-06 Aneua 2011 Aagatl loll Nge6H-77 TEMPORARY TRAFFIC a' O Typical Traffic Control CONTROL SIGN LEGEND Q F Z Sidewalk Closure and Bypass Sidewalk Operation Sidewalk Closure and Bypass Sidewalk Operation O Z) (Figure TTC-35.0) (Figure TTC-35.0) dy J C) LL WORK G20-5aP I.L Q J LL Standard: ZONE /�/y�/ Q 1. When crosswalks or other pedestrian facilities nee closed or relocated, temporary facilities shall LL QIX be detectable and shall include aenssibilip features consistent with the features present in the (36" x 24") O Z W I — existing pedestrian full m Guidance: r� J } 1 Where highsmnds arc antirpa¢d, a remparare, haQe furnace and tranc'essa.v, a crash contrast should ky Q heuced m seirmare the remPnmpssideedisfi mnorkular fir. 3. Audible Information devices' Around he considered where mismatch closings cold changed cvrvsnnik ROAD ansav inaeequare communicalson m hparawshal tovedernianr who Xnrc Wood devabillfirst WORK W20-1 4. Temyumnemarkings sbouldM•considered lw apemtione exceeding three data in duration, lx AHEAD O D a 5. I theC WS related to pedestrians are flow O vehicular tr such as lane dodo si n n or 1 LL ROAD NARROW 5 g Ta s'ms maybe used o conwl aybetraffic. 5 6. For ciasmiideelksclosings. Tvar A Flashing "amine lights may be ueN on barrieredes IM1aI support rims (3fi' x 36") `j and close sidewalks. ® V``••� 1. t such as KEEP RIGHTRd 117 a KEEP LEFT 4117E m lac a n d t O Saunas S31ON 339 la — sidewalk to wide or direct pedestrians. Standard: ® 918 S. All sidewalk closures aM1ell be desetl with Type 30errinaes. Q d33N RIGHT f. MN SCLLOBEDR W21-5bR ® R4 L R9s KEEP (36' x 360) ORana LER ® SEE NOTES ear �OpURH OF ROAD WORK G20-2A 0 02 03J/16�Zoz0 2 (46'x240) U H4N [I ;. HIEP s 1 • I FW7 A0 BIONAIs �0\ sroEw.+utfuTDkR swawuxurvmsrory ® R9-9 i TYPE 39PRRILADE ® APPROVED 0CH SUBMISSION N0. 1 (30" x 18") 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 C3.2 Taper Length IL) Bpwd Limit ImPhl Lane'MdM (Feel) 8 1U 11 12 25 95 f05 115 125 30 135 150 1fi5 180 35 105 20fi 225 2d5 40 240 2]0 295 320 45 40.5 450 485 510 50 450 500 550 600 55 495 550 805 880 so 5dD fine sso iio 65 505 fi50 ]15 700 ]o s3o ]oo no fide Minimum tepee letglhs for Umketl Access remains shall bur IDOO teal. Shoulder Taper= % L Minimum Channalizinh Device Spacing Location speed Limn (mph) 0.35 38+ Trans fare Spacing 20' 4a Trevelway Spednh 00' Ba cenavup6pn A<easa• M. 12a • spacing Tay ha increased b dips Olslance, but ellall trot exceetl one r % nib. I I I I � I I � X / Z ARV / \ I •� � I i i I I I 1 1 L rw,NSlrloN To cca rp 1, TEMPORARY CONSTRUCTION L R51 I TMP.32-39B u�. J/F JOSFPH �' EASEMENTAREA COMMONWEdL TH OF VIRGINid ARwOX. 5' WA ./m FSMT (AG MFNT) D B , DEPARTMENT OF TRANSPORTA TI(.W O.e 694 r..u5 arv6 o.e <81U I ' OB.629 a- PRORACCESS R10 1 O.B.L574 P.676 1 LOD 1 EASEMENT 1 HWFB.XIV P.2017-2ZONED: C/COMMtRC/AL 07 1) PRESENT USE COMMERCIAL / p5a 1 / 1 HWPB.XIV P./5/_/SB } 4y TOP.5461 1_• R6.5' 4� ZONED: Cl COMMERCIAL l 1 / 1 NVT PRESENT USE DETENTION POND ; /Nv, rM sza. oe 2 72 R3, 1 EX. DRIPLINCANV. Esm1 �� 525 eT %A e 1` VOOT OR 002- Ems/ \1 E j5p. R80' 1 5 , � 44 I 1 11 � I 1 / � I � saN r>•/ / /� E' 1 ?ar � 0 EX I TRANSITION TO CG7 / INY IM S 77 .S q° �� / _ �V 1 / INV, (VT 5ZL6o .T539-f,;B/L' / I BIOTENTION CG6 � \ NOSE DOWN CURB Wp• / FILTER B 1 \ \ p I PG EMEROM Sp\LL � O / I I LOD X. EDGE OF PAVEMENT fD ` (TO MOUTFALLpg227-4 �: 70°35''PROP. LIGHTFX. ZO' SAk S•WEAFS68 -5 / MPSTER PAO POLES TYPLOD co-olb1:ea �.�/P TOPPED WIDTSCRETE REE N GFENCENG WALL ` °R30' ;)I 'TOPPED WITH SCREENING FENCE R60'�NA�/ISTORM INLET(IYP) / S' R3' ' ' I EX. RIGHT OF WAY CG6 (TYP) r 1 11 R25' CG-6 TRANSITION SPILL CURB(TYP) w W R30' / I _ 9 La - J-- Y a slN nr CURB �/ i S•'m RV INV 61.5L\yV h.F VHL /1Fl SLL•-�- I----- 1 A TRUSTEE aF MF FAA. R28' 6• THE WILL IANA MAR�r IQ T �� �I I 1 1 REVOCABLE TRUST 16 1- 7 47 11 R39.5' UAJ198P.26L 11 I 1 /CURB CUT Pq2 _ _ D.B.Z7HFJ17 O y 1 46 It ,'.�I �. L IBIORO NTION � 14 2I D F J IV P20000-201 - ' 14 SPACE (LTYP) i _ _ _ _ i _ - - _ _ i 45 MONUMENT GREASE�RAP- P. 151 J' ' FILTERq J�. (SeWVEr) O l I O O I CCN7MERC/A:Qi PROP. I I I COMMAAY r 43 LANDSCAPING / SO' ❑O �I GREASE 72 I I (SEESHEETC8A) // 1 I iq' r I l i- --1 --� .� SHEER STORE q2 m• j� tk 6,077 SF / O L_ 1 I FUEL CANOPY 4 TI _ �� 4,8676E m 41 1 LOD /\ C l Ct P e A' _ _ _ ' PROP. GRASS o 5' 10 _ _ _ _ - _ 2 / 1 1 PL F4 SCNT ✓SE' L., l I.RCAL - �- I I I 18 '/ 1 CG8 / CONC. SIDEWALK I I O I— I OUTFALL P' 36' °36.5' T 321/ °I CHANNEL CAR WASH I f- I' ��• ..�'_LdI. OR 39 �/ I / / 1,024 SF T ex. vco/ N,v Fsrr/ / I L _ _•_ al O I I vNa✓ 9- appt 9-coz-rye / 1 ° . ' `. I . _ - 1- _ - - - _I wilI R64 / r 12'l I O O O O•OO STORM STRUCTURE 36 / @ ; I1 2 3 4 0 5 6 F I (TYP) Took L... LOD 1 GPRO ASP 10, / / R15' '-10 I > VAN iI FRO I I TlP 1 /R15' R4' R3.6T ♦� c� L_____ L T / a s - 33 , 1 „-.i,. O / 1 m Ik / R50' I I'I R325' 1 I (t (2) WATER METERS 1 I 9ZS I I asynml �y v 35' r I II 1 1 ow N55°39'SJ'W /28.99' TIETOEASIDEWALK R39 j R30' PROP. MOOT CG-12B I TRANSTITO CG7 I .. /Nk 1 SITE PLAN A 1°==20% 0 EX. TO EX. �Al pm— W LLJ Z Z � cn g > z Qz W J Jo) W C) Z m N J Q 1 r FUELTANK 1 T DIMENSION NOTES: mH of R2' R2 0 O' O . ® (D VENTPAD / �.OpU GI I I I ! PROP. UNDERGROUND ••7 1.. RADIAL CURB DIMENSIONS TAKEN AT PROP. VOOT CG128 FUEL TANKS R39 / j erF/5.1 FACE OF CURB/FLOWUNE. ? O O I O O O O ` O O O O g 03�16�Z070 2 21 22 23 24 25 26 27 28 29 30 31 32 I• © O �. _... ® 2. CURB RADII ARE 5'UNLESS OTHERWISE U inEa > 20 TMB3 �39q DIMENSIONED. g4P{i LEGEND• C EX. RIGHT OF WAY ALK —_ - _ PROP STAIRS ---- LOD —� - - - EX. 5' PLEL IC SIDEWALK PROP. ADA PEDESTRIAN ACCESS Avg — RAMP TO EX. SIDEWALK EX S7A7F ROUTE 649 (4/RPORT RO)5'81KE LANE dPPROX ROW WIDTH 90' B,600 ADT H.W.P.S. XIVP..15I-158 C PlV dBB dB' 395, N7F WILL IANS 0I MARSHALL. �0 TRUSTEE OF TH FAMILY TRUST UT STANDARD/ACCESSIBLE THE WILL AM . MARSHALL ✓R. O4 /O PARKING COUNTS REVOC LE TRUST D.B./. 61. P203 STANDARD EGG APPROVED DCH D. B. J/92 P.26L J� D. SfI7 P.3U ® CG-6 SPILL CURB SUBMISSION NO. 1 'W O.B. BL p 85 HWPB.X/V P151 -158 CG-6 TRANSITION CURB PROJECT 1903600 MV996..1 V P.200 -207 - =.16 ® ADA PATH AND LANDING T H E W 0 R K O F D. 0.061 .101. LRPFYATJ BMPSOILMEDIA L I N E + G R A D E DELL c (suN RCI ZONED: / COMMERC/AL IFNESENT COMMERCIAL CONCRETE C480 now ✓ EX/ �5G-.a,.;,sE(OMMNWEALTH pVIG/NlA/� /�3Ry ,:, LS/T��",or OE4hENT OF TRANSPORTATION 679 P ) nun B / 1JE O Cl COMMERCIAL LOD HWP4XVPZ00-207(NT USE COMAERCM1 d i HWPBX P/5115B I 1II II II II I Ex tANMrI�� ZONED. C/ C ERCAL 1 I 5 A I I `X 1 11' I I I IIII PRESENT USE' OF lO1V POND 1 I I I I I n III \\ I iNv. ,N 5 a cz�2a U 1�♦ / II�II I II � �����I �I I EA. VOUT aLSLNv l l' 1 I _. RPIN•50 / \ 1 vv9res-e 54cbe /N V. IX/r 529. ]9` NOSE DOWN CURB + EX URA A \ nn�_ 01 L4 53].50 �. w. 534'. /NV /A,&V. NY a/7 sh,c,. ssg ps � - 1 I wn ft. RETAINmGWALL 5 `; - +35bo lNV A4 T � �� INV. OOr R' 3V E 5,/q 63T.5p BIORETENTION \ \ , a\s. FIL TER B/ 75iwsaT.ls _vLGNNNNGE LOD SOJAG OR kp FM 6385460 55.66 0271Snn'Innn RA 545 570°35pE�GAS 544 540�.1 545 542 v- y35'633 nn'` 546 543 I 54Zp3 546.95 \ / QL IS" RC` 544.]] 543.93 - 54] 2r 54fi 19 Z�$Q6. - � S 7, bo lcx H �� ! P PROP. MH (TYP) I54r eT 11. ivilI b -- PROP. UNDERGROUND SWM 1N� w 41m / ] ' DETENTION SYSTEM \ ,-✓' / / yp 48.5p \ �nE W/LLIA/'/A - - -{ 54934 547.92 ____ 948.12 ,STEE OF THE 1 54810 REVOCABLE ,Fbb - 1� - `I CURB CUT WITH \ D B.4464 P.203 1 La Pa8.24 ' D.B JI92 P.265 1 GRAVEL DIAPHRAGM T / D. B. 27U'P,547 IP:54723_ 1 S I NYLOPLABT BMP - O.B228d FIS/458 _ ThlP. 32-MO CONTROL STRUCTURE 55o93 55073 u� - H.-W.PBb�XIJGP/5/ /SB 16 W/LC/AM SCOTT MARSx4LL, I - 1 54g.e2 546.96 ' _ - _ 1 a H. W.P.B. XIVP.ZgA7) o 7RlAS7FE OF THE FAM/L Y TRUST - - OFTHEWILL/AMA. MARSHALL ?I - I SS Ip DIORETENA N .� 5A - 0876Jr1566(PLATt\ 1 ✓R REVOC4BLE TRUST / I -� FILTERA p _ 1EE-Cl (��stWVEr) _ ( / / ZONED: Cl COMMERCIAL 1 j� D B LL6L P.703 >I 545.5p _ O PRFSC-n/>•ZISE OMMFRCIAt- _ 0.8.3505P./801B7(PLAT) 1Nv.m L� © / z" I t 1 I 1 D. 9.3/92 P264 O92717 Pan SHEER STORE D.B.2284 P.JB5 INV. IN _ HR 55i.0I HWiw X/V Rl51-158 Ift AJI. w4.v A: HWPB.X/V P.200 20 O.B.7/5P.634(PL4T) y ZONED: Cl COMMERCIALS - I HP, 552 PRESENT USE:' COVINFRCAL { .I.__.. Fu RAr �' G. ADE BERMSTORM STRUCTURE AROUND E% STORM STRUCTURE HH:55/.p1 GRAVEL - �•/ / 0 LOD RXwANE IA4H w�ym P I I I � IIiI M�IyppyII I '39'5]' W 126. 99'- - - EX. DI a� TOP 556.48 INV. 1N.. S 0..59 Pf ) INV. 1T. 54BS5 /XX GRADING AND DRAINAGE PLAN 1' = 20': 0 20 40 1 // ,���---j��---� ANGRASS i ELOUTFALL Il I E: WASH FFE: IA 549.55 C PROP. CURB rI -. . . 5.54.84' Ex oI NV. OVL 550,98 FEE: 548.50 ' T I I _ il 6" PV ROOF GRAINS (TYP), 54828 54820 54g.10 547 g3 548.40 548.W a VAN 54r.70 J 1 FUEL CANOPY I I I 1 1 1� 1 I 1 P-- I I I 1 1 f I 1 I I I „O BENCHMARK N 393594Z50� STATE'ROUTE 649 (AIRPORT RD) \ e 1150141309 A8^,(r OX�. ROWW/OTH 90' - ELEV.'5LZB9- 8,600ADT \ \ HWP.B. XIV VP. 151-158 \ - HW.P.B. X(V P ..200 -207 \ \ 15 LR 544.02 ADA ACCESSIBILITY NOTES I / 1 1 NOSE DOWN CURB I. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP I SLOPES DO NOT EXCEED 112. TOTAL RAMP RISE I SHALL NOT BE MORE THAN 2.5'. C / / I -rw 1 I 1 I I I 1 I II II I olll II 11 1 2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL I LOCATIONS SHOWN ON PLANS AND AT THE TOP AND / 1 BOTTOM OF ALL RAMPS. x/ 1 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA I LANDINGS DOES NOT EXCEED 2%IN ANY DIRECTION. R: 53647 I 1 ADA LANDINGS SHALL BE 5' X 5'MINIMUM 1 OIM ENSIGNS AND SHALL BE CONSTRUCTED OF A I HOMOGENOUS, SLIP RESISTANT SURFACE. 1 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT 1 I EXCEED 2%. 1 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL GREATER THAN}"OCCUR. NECESSARY CHANGES IN TOP :531-53 M I INv IN 541 m (w) LEVEL GREATER THAN in SHALL BE BEVELED WITH A wv IN, 5m..0 Isw) SLOPE NOT STEEPER THAN 1:2. 1 1IW /N53179 (5) 1 INV our e7. A3(N) 6. CONTRACTOR SHALL ENSURE THE CRITERIA ABOVE --- I ARE MET ALONG THE ENTIRE ADA ACCESS ROUTE I SHOWN ON TH ESE PLANS, AND ANY OTHER SITE AREAS �I SUBJECT TO ACCESSIBILITY REQUIREMENTS. I f 1 I SITE GRADING NOTES: 1 1 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE 1 MINIMUM SLOPE OF I% ALONG ALL FLOWLINES. NOSE DOWN CURB 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS __ _ �, 39.56 SLOPE OF 2%ON SPILL CURB GUTTER PANS. \j 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED 9 TRANSITIONS BETWEEN SPILL CURB GUTTER PANS A` ,\ AND STANDARD GUTTER PANS AS SHOWN ON PLANS. MINIMUM TRANSITION LENGTH SHALL BE 5% OR AS v\ SHOWN ON PLANS. / 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON .I ALL TERMINATIONS WHERE PROPOSED CURB DOES Ex at@RI NOT TIE INTO EXISTING CURB. Wv. M 51 II ry� / h^ ti Uj o -n I / 1 1 1 �Ij 1 L00 � l / I I I 11 4 wV. our: 541.96 �A. pm- z Q a. LL.I W Q (7 LLJ Z z U g> z 0 a w z Q O (n O 0 x J Q w 0 � O Z W Q a-m a z �mlrm I I� bw=15.2 1 c2O 03�16�Z020 �. F \\ L4nLL ilvpP > rMPs -39A NiFWLLIAMs OITMARSHALL. LEGEND: em TRUSTEE OF THE FAM/L 1' TRUST t"- STANDARD/ACCESSIBLE Ol Orypp �6♦ THE WILLIAM .MARS"HALL-'R O/O PARKING COUNTS RE VOC LE TRUST O.B.4 64 P.203 STANDARD CG-6 APPROVED DCH 0.8.3192P.264 O.B17 P. 317 ® CG-6 SPILL CURB SUBMISSION NO. 1 O.B. 21P34 P.J85 HWPB.XIV P./5/-158 ® CG-6 TRANSITION CURB PROJECT 1903600 � HWPB. V P.200 -IOi �./b 566(PLAT) ® ADA PATH AND LANDING T H E W 0 R K O F D.B629 .l0% /Ot(PLAT) 0. 06/ C (S[.RVEY) � BMPSOILMEDIA L I N E + G R A D E ZONED: '/COMMERC/AL � CONCRETE PRESENT : COMMERCAL C5.0 .'� i��/ /� / /xx MMONWNF. TH O BVIRGINid DE, TMENT OF TRAUSPoRTATION VD.B.4574 F.676 11 II �1 7r "W9.XEvFZONED l5ESB7 11111 �I I eon°/ 1 1 1 I I I I I I I AL PRESENT USE. DEbTEh' /6L FOND o, j 11111/11 \III I i��'���i IIII�F`� i � FV. VOd]'RiSR X /� EX VDOT ESJ T.- m .79 INv.6NL�.52D.]9 lNY lM 5Z,Vsal / / INV. IN-52�ea Ran 'i 5 / 3 // LOD IST\NG EMETD�INAO PROP LATERAL CONNECTION r /E% FOFVOO \ // TO EX SAN SEWER ° E 227, of I /✓ ^- r; 51J°5s61 Oa , I/ Clf� z J 8 /GH CA SW MM / T POLE NY N t I I INos �/ s u.5 h.F 41b 11NSI I i I TRUSTEF aE TH5 LANII TNF WILLIAMA MARS- i T o I �VUCABLE TRUST i 1 (2)PROP. SAN. MH �� O84464 H203 1 _ PVC SAN. R.297P.764 D LATERALS D.8.71/7T3/7 _ 84 l04(RA :FW/?TJ 1 , DIB-PJ85' 1 fj dIi _ �x IXP. /,Ll l5d - I HWPB XlVP200 l' � 6 S J p _r 66ZA1'-CS�uRVEvI -I JIVI C/ COMMERCIAL I O tlTT SE-COMMFRT•7AI - i� S m - - GREASE TRAP SHEETZ STORE 1 1 6,077 SF / A I U INTERCEPTOR FEE: 548.50 S TANKS m $ 4" END TO I NTERCEPTOR TANKS l o, CAR WASH I . FEE: 549.55 I I \ o PROP. LOD I GAS ESMi\ 1 j \ VAN J I Stay Q�p ry ( II'L S, SS Sp (5) UNDERGROUND FUEL STORAGE TANKS 1 I \ S CONNECTIOE%. I � I .� 555 P � I I= GAS SERVICE LINE nspnml .4 r1 oll+/ I ll I `NN I (2)PROP. 1'WATER METERS � N53°39'S7"W /16.99 - - - - I i',I EX.. DI ws6.ae IMP.N IU90 MY INV. DUTE. 5C'SGB.TA ITNk UTILITY PLAN r=2o1: 0 2020 (2) PROP. TAPS OF EX. WATERLINE Ex. DI TLt� ss_. 3 INK IN/P 550.96 D.8.4574 676 I 1 FX. GRATE w "iSa B.629 PO (RAJA INv. Dur. )SaF1 NEO: C/COMMERCIAL AsPhNII FNT USE CC4Mh/ERC/AL / Ex 54/./HII 1 Tr 5J .t7 1 INK /N 5,1 ((LI D INY" INs25-7 MV. IT / 525.67 N - ens' / \) A- SHED, 40 PVC ELECTRICAL CONDUITS TO BUILDING \ 4' SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH T____ ------ Y/ I j I II , I I 1 I 1546 I , I I I 1- I 1 I I I 3, 1 I FUEL CANOPY I I 1 I I I , 1 1 I I I I U � I I 1 I 1 I I I 1 I I 1 1 _J UNDERGROUND S4X\ DETENTION SYSTTEM S7.4 TE ROUTE 649 (AIRPORT RW \ APPRnx ROW WIDT+ 90 \ 8,600 AD �\ H W)FB. XIV 111151-158 H.W. P.B. ➢pVPP.200-207 TANK PAD NI IN.. 5Fao50) vY. lM 5260 (SW) NI. W. SJ/.9 (5) I INV. WE, 5n.93 IT I I . EX. GICYCFT WE /N'5.M.w 4 III CONNECT TO EX. POWER PO MIN. 150 kVA GROUND MOL 4 INV. WE. 541.95 .E W NTED �A. pm - F W LLI Z Z � z cn g > Q a J Q F z O in o j Q w J H Q O Z DJ ZD a m I..L Q all eir•55.2 g at/lazoz0 i le U 94P{L I0EP > sl9^a TMP.3 � 9!4 In +b7l mill: jl/ F°I` AFWILLIAO MS TI MARSHALL. 0 Ow Qd mull NS1 _ TRUSTEE OF FAMILY TRUST OF 0� - THE WILLIAM MIRSHALL ✓R. RI9NAU � /l REVOC LE TRUST D. B.4 64 P203 APPROVED DCH O.B. J/92 P.264 D.a. nPJSUBMISSION NO. 1 ry lyll' gg D. IUf P. J85 w ry/w/r-Sc235 HWPB.x/V F. 15145e PROJECT 1903600 HINPB. VP200-207 �Z).rb 566(PLAT) T H E W 0 R K O F D.B.629 .l0/. /N(FLAT) 4 0.061 CSLRVEr) LINE + GRADE ZONED: / COMMERCIAL )I PRESENT SE.. COMMERCIAL C680 I / If I / CONCRETE RETAINING WALL •, DU PAD �� /------ TOPPED WITH SCREENING FENCE 1PA/" 2 , ti \ f�i / ✓ � / / � � ill 1 u 1 p 1 1 — — 'v k SHEETZ 0 O STORE 0 0 11 0 11 i \ @ - I / I CAR WASH I k, VAN 1 III 1, 1 I� 1 ,it I t \ --------------- - - , �• I f l N 55°59'5PV✓ i.: STATE ROUTE 649 (AIRPORT RD) _ AFFRnx ROW WIDTH 90 9,,600 ADT H.W.P.B. XIVPP.l5/-l5B N.W.P.B. Xll/v ..200 -007 0/XX LANDSCAPE LAYOUT AND MATERIALS PLAN 1 r=20':0 20 40 n EASEMENTAREA 1 1 1 AsDho, � I _ 1 i a o l II i . I'n I 1 I 11 1 1 I I I I 1 1 1 I 1 1 / I I I I I \ I 4 4 F MATERIALS LEGEND: I� ASPHALT(45,331 SF) CONCRETE (11,577 SF) PRESERVED LANDSCAPING (1,103 SF) STREET TREES PLANTING STRIP (5,936 SF) MANAGED TURF(24,171 SF) INTERIOR PLANTING AREA(8,189 SF) STRUCTURES(11,965 SF) BIORETENTION FILTER(1,476 SF) Lu I� W Z J N F— LLJ Q LLJ Z = z � U) g > owe Quo O (f) O J W D �- E- Q O z W DO � a -4 0311612020 APPROVED DCH SUBMISSION N0. 1 PROJECT 1903600 T H E W 0 R K 0 L L I N E + G R A D E C8mO B EANOS N f- COMNO/q OZ& fiF WONO OEP RIAIONT OF TRANSPORiAAON RV 01100-09 09-01590 RX JOR- 11-J99 ZONE. 07 CO.UWEPCAJC USf✓J07 SP4'LWAY IV MYTH COP AV✓I'. P[GP W% GP fLN-S06S0 - -- --- \ `b I P R,)X PGI(1 /NATO _ 1 UNOS N F vn m Inlai TnsruYW� \ TERRY \ ✓OW ✓R OR DUNE AV P/0 AJ20 OJ-0J-J1RA0 TAX II f— LL1P 11-J784 / 1 \ OH 4574 PG 676 1 zomf. 4A CJ COMNERC/1C 1 / use .,1Joro nnV cRaNne%unRs%E.€arfs / 1 �► ', I / 1 \ / A A /1 sHe• / 1 1111 ��IWING A� XPUS� "11 Z �\ ii I ' NS ENTRY NOTAPPLICAS.E 351F AIRPGRTq?lD SIGHT a WAY ADWENTPORTIMM F(USABLEI m h! NSW09 9 -'t Gil ADA POUEISIDEWALIt ° NDi ePPLICABIE-30U AIRPORT ROAD - RTE. 649 L11 iA&Lc W/GTH RIGHT-OI -NAY ASPNI[; P4IL<0 !Y/RN'NADWAY IS ANTI fUFJ£D SRm ' - I I �I II 1 'I 1�I� �{I1 ._LEI \II � a J \ 1 �/ � 1 1 I 1 I 1 I 1 IGT I / I 1 I .1 PLO 1 1 LANDSCAPE COMPLIANCE CHART SECTION REQUIREMENTS CALCULATOR COMPLIANCE ONE(I)IMGESTREETTREE SEMINOLE TRAIL US RUE SHALL BE REQUIRED FOR EVERY FIFTY(50) FEET OF STREET 275 LF STREET FRONTAGE FRONTAGE. ZONING 1A0 X2T5=5.5 LARGE TREES RECUIRED (PER ZONING) 32.79.5 SHRUBS ALONG PUBLIC 1/95X275=73 LARGE TRIBES R50UIRED(PER ARE) LANDSCAPING STREETS. WHEN A PARKING B IARGETREE6 PRONGED AILONG SrREUS AREA I4 LOCATED $O THAT THE PARKED DA43 WLL BE VISIBLE 115X275= 55 SHRUBS REQUIRED FROM AN OFF SIM N SHRUBS PROVIDED STREET.... SHRUBS SHALL BE IN A SINGLE ROW PLANTED FIVE FEET •�• INDICATED PLANT MATERIAL UTILIZED TO RJURLTHE ON CENTER REQUIREMENT LMIDSCAPINGALONGTHE AIRPORT ROAD US RTE US FRONTAGE OF ENTRANCE COMPLIES CORRIDOR STREETS SHOULD 300 LF STREET FRONTAGE (LEAGUE) ARCH. REVIEW INCLUDE THE FOLLOWING 1150X300=6 LARGE TREES REQUIRED (PER ZONING) BOARD DESIGN 1AS X 300=9S LARGE TREES SECURED (PER ARE) GUIDELINES LARGE SHADE TREES SHOULD 9 LARGE TREES PROVIDED III A) BE PLANTED PARALLEL TO THE LANDSCAPINO ENTRANCE CORRIDOR STREET 1/5 X300 60 SHRUBS REQUIRED SUCH TREES SHOULD BE AT 6O SHRUBS PRDV CEO LEAST 3X INCHES CALIPER (MEASURED B INCHES MOVE •'• INDICATED PLANT MATERIAL LTILIIFD TO FULFIL THE THE GROUND) AND SHOULD BE REQUIREMENT OF PLANT SPECIES COMMON TOTE AREA. SJDH TREES SHOULD BE LOCATED AT LEAST EVERY 35 FEET ON CENTER INTERIOR PARKING LOT LANDSCAPING PARKING LOT AREA SI TW SF AN AREA OF AT LEAST 15) PERCENT OF THE PAVED INTERIOR LANDSCAPING(5%): 2.09 SF REQUIRED PARKING AND VEHCIIIAR B.GDS SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR 22.7.96 SHRUBS. COMPLIES LANDSCAPING WITHIN PLANT MATERIALS MAY BE A PARKING LOT LAN0.5CPPING PARKING AREA MIXTURE OF SHADE TEES AND SHRUBS AND SHALL INCLUDE PROPOSED NUMBER OF PARKING SPACES: IT ONE LARGE SHADE TREE (1 CANOPY TREE 110 PARKING SPACES) PER TEN(10) PARKING REQUIREDCANURNTREES:5 SPACES, PROPOSED CANOPY TREES:5 'm INDICATES PLANT MATERIAL UTILIZED TO ELI REQUIREMENT FEATURES -HAT MAY HAVE NORTH AND WEST PROPERTY LINE NEGATIVE VISUAL IMPACTS. FEATURES -HAT IMY HAVE NO SCREENING REQUIRED. SIMILARLY ZONED COMMERCIAL GOES NEGATIVE VISUAL IMPACTS EMSTAOJACEN'TOSD£. INCLUDING. BUT HOT LMTED TO, ZONING THE FOLLOWING SHALL BE SCREENED FROM ADJACENT 4ITEFEATURES COMPLIES 327G1 SCREENING RESCENTAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (1) LOADING AREAS I (0) REFUSE AREAS COMMERCIALANDINDUSTRIAL TREE CANOPY CALCULATION USES: IF THE SITE E TO BE ZONING DEVELOPED FOR GROSSSNEAREA67111I 321BA COMMERCIALORINDUSTRIAL COMPLIES TREE USES, THE MINIMUM TREE TREE CANOPY COVER REQUIRED (I )%/ BT58 SF REQUIRED CANOPY CANOPY IS TEN(10) PERCENT. 11381 BE PROVIDED TREES IN OFFSIM PLANTING EASEMENTS ARE NOT INCLUDED IN THISCALCUATIM NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT: THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. _\ �4fi CL�1�o wm D 0La c� n REVISIONS RFV MTe DOMMBMT Calloeforewo6y. ALWAYS CALL SIT It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION ,n AN � m mrr' w�nuA PRDJECT Ib. V1B6402 UMWN BY: BEN CHECKED BY RTY DATE GF1420 CADID,: PROJECT: INTERIOR PLANTING AREA INITIAL LANDSCAPE SCHEDULE LET QTY. BOTRBCALNWE WMAON NAME CM.INT. CONT, CANCH TOTAL NNRTPFfS OP N G@RMMYAIIH9MBIRi TMNF%RMFM1OGBT 312CLL1HT NO RIDON i1N M f NI84AAMJIRA YUMYM[61Y160 fHCLLIN1f NB Yi ENI a PA 6 RAfN11A (IXBENTMS 3M36'.°KS1LY%L 11RCLUcle W INDENT MR 61 & a =9 Km JEQXDA MUR Au IM NM'NM6118Xv.9RLLwrtH9au iBT }OFFFBWY NM49RaM gm SIBRrtI IN iWMABi194wN6 H9 9 H6WStIWffiRl4'BS'MMHSti fLlltllOEfA1MIAfl NM45%BAD ELN NP U TAISMOATARWOIDEG S%F/ONGBSBIYEW 1INFR SNUD 00% BB OLI 8 - _ GENERAL NOTES: , p.P� L THIS PUNISTOBEIRILBW FCRLMOSGFE PWPOSESCNLV. N55°NOYB'W ' 2. PILDISNRBEDUNPAVFDAREMUMUDING"MNGEMS.METOSEIWXLE0ABS00DMLAWH INACWR Wt WIINIANOS"APE - - �e \ BPECIFICATION Ye G.,UNLE550D1ERWiBESTATEDCHTHBPIiN. G➢ •1P.0 S80 J1 34 2 ] GONTRACTORTOPRONDEM IRRIGATOR CESMNFOR BOTHAWN AMDIEOARWDESIGN ISTO BE SUBMITTED-O THE PROJECT RJS' D UNDSCAPE MCHTECT FOR REVIEW AND APPROVAL CONTRACTOR ISALSD RESPONSIBLE FORMY PRESSURE REDUCING DEVICES REWIRED RfB.NP FMTOMEETMAKIMAAPREMAERECUIREMENT. i 1. ALL LANDSCAPE BEDS THATME NOT ASSDOAMD WITH A STORMWATER FANUTY ARE TOM INSTALLED WIN WEED WRIER LASHIO(SEE DETALL S. WITHOUT EXCUTION. WEED WRIER FABRC BHML IOF MUSED AT THE BORGM OR SUE MOMS DF STLNMWATER BMP I'MILITIES. 6. SWUM PLNTFOALONG HI PMKNGSTNLS SWLLL BE INS1PllE0T0ALLWlACLEARYROEOF EVEFEST FROM FACE DEMERIT AIIDWFOR BUAPEROMIRSOM I. WHENMPU U.CFMBRCFPROPOAEDDWUMEMALOREYERMEEN'IREES4 NDFFSETBF"p EBA URETAININGWAUS (11'cOR SHPDE TRFES)iORLEVENTWALL iMLJRE. FINK FLWTNG LWATMNS SWYL BEC003OIN,AIEOWIMTIE WPILOEBMNER. m 1� m 1'=21P SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 19 & AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA I BOHLER// I ""°�Pho6e:V (SNO)339i500 -�•V� I Fa: (S40) 349�O121 VA@BohlerEng.com 7Q 03-11-2020 SOAVE AaGa� BRE TTFU_ E. LANDSCAPE PLAN C=500 ORG. 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LABEL MTG. HT. 1-8 A 15.83 9-24 B 15,83 25 - 32 C 3 33.34 D 9,33 35 - 39 D 12 40 D 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 J 23 64-75 K 11,33 NOTE: - ALL AREA LIGHTS ON NEW - EXISTING X FT. POLE MOUNTED ON X FT. CONCRETE BASE FOOTCANDLE LEVELS CALCULATED LABEL AT GRADE AVG 1 MAX MIN AVG/MIN MAX/MIN SITE PAVED AREA 13.93 1237 1.0 13.93 23,70 1464 UNDEFINED 10.37 1 T2 0.0 1 N.A. N A. UNDER CANOPY 131.65 1 51 Ill 12.88 C4 NORTH GRAPHIC SCALE '1 30 60 90 120 SCHEDULELUMINAIRE SYMBOL QTV LABEL ARRANGEh1ENT LUMENS LLF BUG RATING WATTSILUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC j SINGLE 5080 L030 BO-U5-GO 66 528 CREE, INC. FLD-OL-15-D2-14-E-UL-XX-700 W/XA-XFR9XX 4 FT LINEAR 4588 1.030 BO-U5-GO 66 2112 CREE, INC. FLD-OL-40-D4-07-E-UL-XX-700 wIXA-XFR9XX SINGLE 1441 1,030 B1-UO-G1 22 176 CREE, INC. PWV-EDG-3M-P3-02-E-UL-XX-3500.57K SINGLE 2947 1.030 B1-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525 12G SINGLE 5893 1 030 B2-UO-G2 68 408 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-525 SINGLE 11678 1.040 84-UO-GO 86 86 CREE, INC. OSQ-AAXXw/PGM-1+OSQ-A-NM-I5D-B-57K-UL-XX - SINGLE 11648 1,030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX+OSO-A-NM4ME-B-57K-UL-XX BACK -BACK 11648 1.030 B2-UO-G2 86 344 CREE, INC. OSC-DAXX+OSO-A-NM4ME-B-57K-UL-XX SINGLE 8950 1.030 Bi-UO-G2 1 86 1 1032 1 CREE, INC. OSQ-DAXX+OSQ-A-NM4ME-B-S7K-UL-XXw_OSQ-BLSMF 12 K SINGLE 484 0,678 N A. 8.1 97.2 B-K LIGHTING, INC. BKLT CH-LED-e1LFL-BZP-12 (BY OTHERS) W COP Z CCU W z C7 W V W Z J N F- L LJ LLl Z U) g > °; z w Q INNINs ED :2 O to o O M F- J LU O LL ~ a 5 z w a. DO a i� 0311612020 Lir [I APP-Iov' o DOH SUEM SS) O'J IRO. 1 NOTTVIVARAPROVEMERTACNOTOOOKIII INu « n SHEETZ rcl i,=c 1903600 ,.en,pwop„aa,e.,.w.am,aa r-aa DM Aidediffied 'a NOT Nottes TO befteak INC As NE Ones TO sotbay, not LLANNITTICAN �M � Ad basis °°"nAndis ALBEMARLE, VA r l a H E w o R K o r CCANI MI AN Not "I CI WARTIONA AND ON Tender V Noted TVTAA% Idea, ay`' °"'E' wmc nvueER L I N E + G R A D E D vim ,w„�,,�� - RL-6591-S1 C9.0 � O J ` r r +^ ` FAA L • �• J i " r 60 Y ' �40 �J 25 is 7.5 3.2 0.940.12 .i i W�F�� . � Illuminance PROJECT 1903600 • I I I I I I I I I II I I I I II I I / w ;we sw 15'ACSA Waterline Esmt. ((oa shown of 0.8.3503 P.180-187 D.8.525 p.643 / / /- gravel I / k d7 \ a at { F. SS TOPO .15 1 52.4 e, gravel8� = n TMP. 40 YAWAM SCOTT MARSHALL. P I IIiu Ib TRUSTEE of the FAMILY TRUST li II $ of the REVOCABLE A. TRUST A. REVOCABLE .RUST 503 P.64 P.2W r, D.B.3503 P92 P. 67(plat) I 264 sp DJL2712 R317 D.8.2717 P.317 �r D.B.2284 P.385 I' 6% H.WP.B. %IV P.151-158 I I H.W.P.B XIV P.200-207 i d D.B.715 P 634(plot) I I ti Stan ryryate Top-559.43 SLn- 11=550.03(12Tdpe) I I� 9. h 12'HD Ea. WOT Drain, bm 1 Pro VDOT rats E58 22f.5,____________________________________ II to v we 24.1' T'74.41 •r rr a N56.O1r� - _ _ I SWy �ll II Menem 6�1 LJI .OBlt 6I I wait I. i TMP.32-39B r COMMONWEALTH OF VIRGINIA j4e DEPARTMENT OF TRANSPORTATION D.B.4574 P.676 HWPB.XIV P.200-207 Rises HWPB.XIV P.151-158 Top=541.64 30'ROP� 10=529J9(24)'top) C 4, �JIN Cof �Y _a Top=537.50 /�- 11=527. Slm-y cnokNnk Imae . x - ` Ix all. 536.81 11= $S11y55 , �IIS-527.65 Tollol 31(3o'3W) + ' - µ' 227.45' /=536.36 m- 1.11(70 rcp) 570'35'O8 E c - a 6 I a� 6 el oB3597 68 P162? -- TMPS2-99 NIF WIWAM SCOTT MPRSHAU. - TRUSTEE of the FAMILY TRUST t latelyyoy. _ _ _, of the FrmM &P v WILAM A. MARSHALLJR. REVOCABLE TRUST liar D.B.4464 P.2&3R •Y.flv.t grovel { .I D.B.3192 P.264 '^ D.B.R717 P.317 po.T /fj �� m D.B.629 PACT, 104(plo) D.B.2284 P.3115 amor K:W.P.B.XN P.151-158 i- H.W P.B.XNP200-207 10.3.1639 P. \\ l 1.667 Ac.(sorkey fence = li \p amin% 5 I \� IYh30 dde) 0-rto) 6. a- ES !g Ioot� Crain I YpN1.et 2' � F BI Ipu6lmlk1.-5 3 \ I N C6. -52.1 1 I I Cn to. IA VAC r551,54 $ 3• . Tv. \ I SIB.25 ntenm a [lee p 2 e le /beryHilrn Ius aI \\ \\=SC .m M. 1Story \ Coral I u i82t 1 1 .I 5i5.25 I6.3' torte of 3fi.0' store I c 555.ze t TIeOM-39A - ------- ----- N/FWI SCOTTMAR.SHAUL 4I tom. grovel _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TRUSTEEE t.he AMILY TRUST WI I WIWAMA MARSH LLJR. gram) _ 1181ST I D.B.44W P203 D.133192 P264', D.BM84PA17 D.B2117 P.386 H.W.P.B.)UV P.151- 68 ¢Ix. H.W.P.&'XM P20D _ nal` Via. D.B,1639566fpW0 ' zs'Dia. D.BA29 P.101, 1D1(pm0 519'. L 3. �- talc id - - _ Spn� Cen Q D"nFlm Vo. P4Ns - - - PrqSpw4/ �d-�.1__ -/7� o _ _ _ _ _ _ _ _ _ _ _ _ _ gravel Prp p1649-OOi 158 \all N6B•47'57•Y _____________y _l 0.06 Aar _______________________ N55',$:575R/213.29. Dec.` (survey- - Rii'39'14'Y _______________________ Ol. Top=556.38 11=549.58(15 rcp) 10=548. 30'rcp) D.I. Top=55/.73 , 10=550.98(15 rcp) STATE W.PB. �649(VaTlable) H. W.P.B, )0VPl �' 151-158 .1 TMP.32-38A �o/F TERRYe t6i well :T a t p mrt 'pow i i P� s_ Asphalt TMP.32-38 N/F AIRPORT PLAZA LLC D.B.4622 P.319 D.B.629 P.1040*lt) 0.626 AC.(9"W) bollards s r-€ D.I. Top=546.65 I 10=542.35(15'rcp) ,;an, 8 a I S/ 0 I L o ryarl '. Yd:' as solgn not enter r\ F W fgj�Qq. = Z cv sZ a' � ad ¢aa 0 Fz O 1� 0 w L� O Z m Q Q 03110"o DANIEL C. HYER LIC NO. 45596, APPROVED DCH tw-44.7 ew=452 SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E SCALE 1. = 20 10 0 X 1 e 0 aa MAN SN FEET zl TEMPORARY CONSTRUCTION EASEM ENT AREA 1 _ 1 / 4holl Top-5 1 y TPp=534.4] Tw= RAIN-E1 nW Dal) O1 D 002-. 5. pD p649' \ 525. ,J I �99roTe � I =573.59 � I i36.83(IS"rcp) / Slm-1 a3453 3V *m Z 110 529. rcp l 1 1 l II% l 10 �i l _1 ACCESS EASEMENT EXHIBIT 24'cmp)1 1 (36'cmp) , ACCESS EASEMENT 1 I . FIR E.1 W Z J vJ z N W W a W =z Z W U) g owe Q o cf) J w W �¢ U O Z — w Q m ¢ W Q � 03110mo APPROVED "I SUBMISSION NO. 1 PROJECT 1903600 THE W 0 R K 01- L I N E + G R A D E X3.0 L0, : _ -:• THE PLATTING OR DEDICATION OF THE FOLLOWING OEScRIBEO LAND. SUBDIVISION RAT CREATING NEW PARCEL'%', THE COMBINATION OF TAX MAP 32 PARCEL 3B IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS. PROPRIETOS AND TRUSTEES IF My. Signator For: AIRPORT PLAZA LLC OWNERS APPROVAL THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND. SUBDIVISION PARRCELS�39TAfND 39A ISRWITHXTHE FREEMCONSENTN OF AND IN ACCORDANCE WITH THE DESIRE 7 THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES IF ANY, WILLIAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the WILDAM A. MARSHALL JR. REVOCABLE TRUST NOTES: NOTARY PUBLIC THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20_ My Commission Expires NOTARY PUBLIC THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE WE THIS DAY OF 20 My Commission Expires ZONING: Cl Commercial As Per GIS EC — Entrance Corridor At — Aiport Impact Area Subject Parcels located in the North Fork Rivanno 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 Reg e APPROVED FOR RECORDATION Agent. Board Of Supervisors Date Is 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* Parcels 38, 39 and 39A. *NOT FOR RECORDATION* Subject Properties are served by public water and sewer. New Parcel 'X' of contains a building site that complies with + section 4.2.1 the Albemarle County Zoning Ordinance. New Parcel 'X' is the result of the combination of Tax Map 32 Parcels 38, 39 and 39A. IF = Iron Found IS = Iron Set SOURCE OF TITLE: TMP32-39 N F BILUAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST o the WIWAM 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 P200-207 D.B.1639 P.566(plct) TRUSTEE of the FAMILY TRUST REVOCABLE TRUST TMP.32-38 N/F AIRPORT PLAZA LLC D.B.4622 P.319 D.B.629 P.104(plat) ROUDABUSK GALE & ASSOCIATES, INC. ENGINEERS SURVEYORS AND LAND PLANNERS ®q, VING VIRGIN CONPORA*a& A9 EROFZ Y/Ra/N/A RPOR tnIZak ACREAGE SUMMARY 1.667 Ae(wrvey)TIVP.32d9 +0.061 Ac.(wrveY)TIVP.32.39A +0.626 Ac.(wNey)WP.3238 2,353 AC.(COrnbined)NEW PARCEL'X' Vicinity Map Scale: 1 11 = 10001+- PLAT CREATING PARCEL rX' A BOUNDARY LINE ADJUSTMENT COMBINING TAX MAP 32 PARCELS 38,39 AND 39A RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SETBACKS: Cl- Commercial C. 4.20 — Setbacks and slepbacks 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, 00, 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 my public street right—of—way Front—Moxlmum: 30 feet from the right—of—way a the exterior edge of the sidewalk if the sidewalk is outside of the right—of—way, prodded that this maximum setback shop not apply to any structure existing an June 3, 2015 and to any structure depicted an an approved final site flan that is valid an June 3, 2015 as having a front setback greater than 30 feel; none, an an lot, including a tamer lot, abutting a principal arterial highway or interstate Side and Rear—Minknum: If the abutting lot is zoned residential, rural areas, a the Monticello Historic district: (I no rim of any structure, excluding signs, shall be located closeron 50 feet from the district boundary, and (II) no off—street parking a leading space shall be located closer than 20 feet to the district boundary. If the abutting lot is hoped commercial or industrial, any primary structure shall be constructed and separated in a¢ondonce with the current edition of the Building Code. Side and Rear —Maximum: None Stepbocks Front: For each story that begins above 40 feet in hetyyht a far each story above the third story, whichever is less, the minimum alepback shall be 15 feet Side and Rear. None SHEET INDEX SHEET - 1 -COVER SHEET SHEET - 2 - COMBINATION PLAT MARCH 11, 2020 SHEET SCALE: N/A 1%2 FILE: 19.0679 W Q w w Z z� u=i g 0 w Q z O O —I w Q Of 1_ OZw aDO Q all 031161"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 X4m0 TMP.32-40 AIRPORT AUTO INVESTMENTS LLC D.B.5189 P.548 D.B.4464 P.203 D.B.3503 P.180-187(plat) D.B.3192 P.264 D.B.2717 P.317 D.B.2284 P.385 gravM H.W.P.B. XIV K151-158 H.W.P.B. XIV P.200-207 g ti D.B.715 R634(plat) a O� C) / �e gravel TMP632-39 N/F WILUAM SCOTT MARSHALL, TRUSTEE of the FAMILY TRUST of the IMUTAM A. MARSHALL JR. REVOCABLE TRUST D.B.4464 P.203 D.B.3192 P.264 D.B2717 P.317 D.B.629 P.101, Mall D.B2284 P.385 H.W.P.B.XN P.151-158 H.W.P.B. XN P200-207 D.B.1639 P.566(pla0 1.667 AC.(wrvey) SCALE 1' = 30' a 19 3A fi0 90 Sol IN RiT ROUDABUSK GALE & ASSOCIATES, INC. ENpINEERa, 9UM/EYORa AND LAND PLANNERS A SERVING VIRNAL C RPOR •C! Zak r TMP.32-39B COMMONWEALTH OF `ARGINIA DEPARTMENT OF TRANSPORTATION D.B.4574 P.676 HWPB.XIV P.200-207 HWPB.XIV P.151-158 gra hK 2.5'DtaI v4 oaan. . ' all \ a \_ ' Ex. Wnt/beQ TMP.32-39A N/F WILLIAM SCOTT MARSHALL TRUSTEE of the FAMILY TRUST WIWAMA F % 4,'5) N \I .• 41p \ 96 B7, all, .,q) v st0. J El 1 y vhanN vd, TRUST a ,a "D11:1AFT CO *NOT FOR RED NEW PARCEL 'X' 2.353 AC. (Combined) + tg• F a� n / none .y px 4 N°0L Se, Asphalt Til N/F3TERRY D.B.4574 PS76 D.B.629 P.104(plal Asphalt 7 SB14011.4 Ex. ACSA San. El t \ a D.B. 1600 p.91(plat) \ TMP.32J8 N/F AIRPORT PLAZA LLC D.S.4622 P.319 D.B.629 P.IC4(PIl 0.626 AC.(WNeY) Aspnot AT PRESENT TIME THIS PLAT IS ONLY THEORETICAL at 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. PLAT CREATING PARCEL eX' ana A BOUNDARY LINE ADJUSTMENT Ole "°° COMBINING TAX MAP 32 Vuulls �PARCELS 38,39 AND 39A RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ONLY* ORDATION* MARCH 11, 2020 SHEET SCALE: 1" = 30, 2\2 FILE: 19.0679 W 0 Q W Z J W a w Z Z 0 S E5 (n g > W Q F � O Fn O j w �Qw 1_ OZw a aIsc all 0:\RGA\TMPROJ\19.0679 ALTA\PLAT_OOMBINE.pra ga/fe/J00 APPROVED SUBMISSION NO. 1 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E Mal