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HomeMy WebLinkAboutSDP202000025 Plan - Revision 2020-08-18AIRPORT ROAD SHEETZ INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SCOPE OF WORK: 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. PROJECT SUMMARY NAME OF PROJECT: AIRPORT ROAD SHEETZ PROJECT LOCATION: 3510 SEMI NOLE TRAIL ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT TYPE: BY -RIGHT APPLICANT/OWNER: CONTACT: ANDREW BALDWIN AIRPORTAUTO INVESTMENTS, LLC ADDRESS: 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 PHONE: (434)422-5050 EMAIL: ANDREW@CORECVILLE.COM CONTACT: LINEAND GRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 113 4TH STREET N E; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 ENTAIL: DHYER@LINE-GRADE.COM SOURCEOF SURVEY AND TOPOGRAPHY: PARCELS: SOURCE: ACTUAL GROUND SURVEY (SEE SHEET XI.O FOR SIGNED SURVEY) CONTACT: ROUDABUSH, GALE&ASSOCIATES BRIAN JAMISON, LS ADDRESS: 914 MONTICELLO ROAD CHARLOTTESVILLE, VA 22902 PHONE: 434-977-0205 EMAIL: BIAMISON@ROUDABUSH.COM TMP 32-38 OWNER: AIRPORT PLAZA, LLC CONTACT: 5029 STON EY POI NTRD BARBOURSVILLE, VA 22923 PARCEL ID: 03200-00-00-03800 ZONED: C1 COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR PROFFERS: VETERINARY OFFICE AND HOSPITAL (ref. SP-1996-00008 for conditions) LEGALAREA: 0.627AC 27,304 SF TMP 32-39 OWNER: APPLICANT (SEE ABOVE FOR CONTACT INFO) PARCEL ID: 03200-00-00-03900 ZONED: C1 COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENRANCE CORRIDOR; MANAGED STEEP SLOPES LEGALAREA: 1.666 AC 72,556SF TMP 32-39A OWNER: APPLICANT (SEE .ABOVE FOR CONTACT I N FO) PARCEL ID: 03200-OD-OD-039AO ZONED: C1 COMMERCIAL OVERLAYS: AIRPORT IMPACT; ENTRANCE CORRIDOR LEGALAREA: 0.061AC 2,6545F TOTAL LEGAL AREA: 2.353 AC MAGISTERIAL DISTRICT: RIO PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: PER 21.4 MAX HEIGHT ALLOWED = 65 FT EXISTING BUILDING HEIGHT= 12 FT PROPOSED BUILDING HEIGHT= 24.33 FT SETBACKS: SCREENING: PER 32. Z9.7 PER 22.2.1c Per 4.20 P RIMARY STREET(RTE 29; PRINCIPAL ARTERIAL) MIN FRONT BUILDIN G SETBACK= 10 FT" PRIMARY STREET(RTE 29; PRINCIPALARTERIAL) MAX FRONT BUILDING SETBACK= NONE REQUIRED SECONDARY STREET (AIRPORT RD; MINORARTERIAL) MIN FRONT BUILDINGSETBACK= 10 FT* SECONDARY STREET (AIRPORT RD, MINORARTERIAL) MAX FRONTBUILDING SETBACK= NONE REQUIRED SIDEAND REAR BUILDING SETBACK(ADJACENTTO COMMERCIAL) = NONE REQUIRED PARKING SETBACK= 10 FT 'WHEN PUBUCSIDEWAIK 15 OUTSIDE RIGHT OF WAY, SETBACK DI5TANCESHALL BEMEASURED FROM BACK orsoEWAIK. ADIACENTTO COMMERCIAL NONE REQUIRED SEE LANDSCAPE SHEETS FOR SPECIFIC SITE ELEMENTS TO BE SCREENED FROM PUBLIC STREETS EXISTING BUILDINGS AIRPORTPLAZA STORES 1 STORY FRAME & CINDERBLOCK ZSTORYFRAME 1 STORY CINDERBLOCK METALCANOPY FRAME SHED L FRAME SHED 2 FRAMESHED3 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 PROPOSEDCAR WASH FOOTPRINT 1,024 SF PROPOSED FUEL CANOPY FOOTPRINT 4,867 SF PROPOSED BUILDINGS TOTAL= 11,968 SF CONVENIENCE STORE= CAR WASH (DRIVETHRU TYPE) _ FUEL STATION (CANOPY) = 6,077 SF 1,024 SF 4,867 SF Per4.12.6 MIXED USES (SEE PARKING TABULATION TABLE ON SHEET 00.2) TOTAL REQUIRED PARKING = 43 SPACES Per ADA Std. 208 HANDICAP SPACES REQUIRED= 2SPACES TREE CANOPY COVER: SEE IANDS[APE A o V O0o��0� y a O o Q ° °. • 0 Y • PROJECT LOCATION ° j Y.o o 0 Q7o r_ g° °° oe /RDORTR "y a% Q �. ° PROFF/ a �goB ° 9 �� o � ®1 CB �°+ •o Po r O J��ryO aveg .. 00 00 • �� °a o ° ° . °`moo •o ° %6- W 0 ,•aF°v°'.. o ° ° ° d�D a •.. o°m°. a°�°°O a °°o ° e ° o ® ®� � b e��e.a °p • � ° 0 �Qo.. ° VDOT DESIGN CRITERIA: LAND USE: COMMERCIAL/RETAIL (WITHOUT SEPARATE TRUCK ACCESS) DESIGN VEHICLE: WB-67 TRUCK RADIUS: 50' DESIGN EXCEPTION: AM-E FOR ROUTE 29 ENTRANCE, APPROVED ON: JUNE 18, 2020 (SEE SHEET CO.2 FOR APPROVAL CONDITIONS) INTERSECTION SIGHT DISTANCE: 530' SEE SHEET CO.2 FOR TURN LANE WARRANT ANALYSIS AND TRIP GENERATION FIGURES ADDITIONAL SITE INFORMATION: DISTURBANCE AREA: 2.539 AC (110,586 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) Sheet List Table SHEET NUMBER SHEETTITLE CO.0 Title Sheet Notes 69.1 CO.2 C1.0 General f9nstitiet'emr Zoning, Parcel, and Site Calculations Existing Conditions, Soils Map, and Demolition Plan Naffat*ye G2.0 Erosiofg and Sediment Gentrel 02.1 Erosion and Sediment Gontrel Plan Phase 1 G2.3 Eros ierg -and Sediment Gontrel Plan Phases 02.4 Eresien and Sediment Oontro' Details 62.5 Eresien aid Seth neit soltErel Betai's G2.6 Steffnwater Pokition Prevention Plan Phase 62.7 Stormwater Pelltfcion Prevention Plan Phase 2 e2.8 C3.0 C3.1 C3.2 C4.0 St'ofrnweter Poiltt on Prevention Plan Phase 3 Traffic Plan Sight Distance Temporary Traffic Control Details Site Plan C5.0 Grading and Drainange Plan C6.0 Utility Plan 66.1 Wtili ' PFBF Iles E7.7 C8.0 C8.1 SWM 6 Plan and Details Landscape Layout and Materials Plan Landscape Planting Plan Planting Details Calculations g8.2 C9.0 and Photometry PhetemetriG Renderings 09.1 rc1.0 X1.0 X2.0 A-e iteetura' Elevations Survey Shared Access Agreements 14 TOTAL SHEETS NOTE: SHEETS SHOWN ABOVE WITH STRIKE -THROUGH WILL BE PROVIDED WITH THE FINAL SITE PLAN SUBMISSION. SHEETS WITHOUT STRIKE -THROUGH ARE PROVIDED WITH THIS APPLICATION. SUBMITTAL LOG SUBMISSION NO. DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 3/12/2020 SUBMISSION COMMUNITY DEVELOPMENT 2 INITIAL SITE PLAN ALBEMARLE CO. DEPT. OF 08/18/2020 WITH ARB UPDATES COMMUNITY DEVELOPMENT W Q OC U W Z J N LV Q LV z =z� U) J > 0 LL.I H Q z O 70 J w D_ Q 0^ z w l..l. co NN ___.1 11_ Q I l\ z W W Z Z W TH Op 081i812o10 r'21 DANIEL C. HYER 9 LTC. No. 45596, /FNAL E� APPROVED DCH SUBMISSION W 2 PROJECI 1903600 THE W O R k OF L I N E + G R A D E VICINITY MAP N LOCATION MAP N SCALE: 1" = 25,000' SCALE: 1" = 2,000' C0.0 STANDARD ABBREVIATIONS ABAN ABANDON AC ACRES ADJ ADJUST APPROX APPROXIMATE ASPH ASPHALT Q BASELINE BLDG BUILDING BM BENCHMARK ti CENTERLINE CF CUBIC FEET CG CURB AND GUTTER CONIC CONCRETE CONST CONSTRUCTION DI DROP INLET DND DO NOT DISTURB EB EASTBOUND EL ELEVATION EX EXISTING FND FOUNDATION GRVL GRAVEL HC HANDICAP ID INSIDE DIAMETER LA LANDSCAPED AREA LF LINEAR FEET LOD LIMITS OF DISTURBANCE LT LEFT MAX MAXIMUM MIN MINIMUM ME MATCH EXISTING NIC NOT IN CONTRACT N.T.S. NOT TO SCALE NB NORTHBOUND OC ON CENTER OD OUTSIDE DIAMETER PRKG PARKING PROJ PROJECT PROP PROPOSED PVMT PAVEMENT PM PAVEMENT MARKING REM REMOVE ROW RIGHT-OF-WAY RT RIGHT R&D REMOVE AND DISPOSE R&R REMOVE AND RESET R&S REMOVE AND STACK SB SOUTHBOUND SF SQUARE FEET SSD STOPPING SIGHT DISTANCE STA STATION SW SIDEWALK TEMP TEMPORARY TRANS TRANSITION TYP TYPICAL WB WESTBOUND WSEL WATER SURFACE ELEVATION ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB BR BOTTOM OF RAMP BVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION BW BOTTOM OF WALL D OR A DELTA ANGLE EG EXISTING GRADE EP EDGE OF PAVEMENT EVCS END VERTICAL CURVE STATION EVCE END VERTICAL CURVE ELEVATION FG FINISHED GRADE FL FLOWLINE HP HIGH POINT INV INVERT L LENGTH LP LOW POINT LVC LENGTH OF VERTICAL CURVATURE PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PI POINT OF INTERSECTION PNT POINT PR PROPOSED ELEVATION PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS TAN TANGENT DISTANCE TC TOP OF CURB THT THROAT TR TOP OF RAMP TW TOP OF WALL STA STATION SP SADDLE POINT OFF OFFSET EXISTING ITE TRIP GENERATION WEEKDAYTRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT CITY OF UNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS ANIMAL HOSPITAL/VETERINARY CLINIC 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 50,000SF. PROPOSED ITE TRIP GENERATION WEEKDAY TRAFFIC VEHICLES PER DAY PEAK HOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT CITY OF UNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS CONVENIENCE MARKET 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 36 74 *Note: all land uses in the 800 and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or o 40% reduction if greater than or equal to 50,000SF. EXISTING ITE TRIP GENERATION (for TMP 32-38A, utilizing shared entrance) WEEKDAY TRAFFIC VEHICLES PER DAY �PEAKHOUR FACTOR PM PEAK HOUR Use Description ITE CODE UNITS TRIPS/UNIT CITY OF UNITS TRIP REDUCTION* %IN %OUT IN OUT TOTALTRIPS Building Materials/Lumber 812 1,000 SF 45.16 2.00 60% 36 4.49 47% 53% 2 2 4 Hair Salon 918 1,0WSF - 4 60% - 1.93 - - 2 1 3 SITE TOTALS = 36 *Note: all land uses in the 800 and 900series are entitled to a passby trip reduction of 60% if less than 50,000SF or a 40% reduction if greater than or equal to 50,000SF. 4 3 7 RIGHT TURN LANE WARRANT ANALYSIS oC 0 Cc a 0) J U S W > Z Q H F- 0 FE Z IL Location: Route 649 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDMAppx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 22 VPH 50% trips IN from US 29, 100% trips IN from VA 649 Approach Daily Volume: 8700 AADT published byVDOT, 2019 K Factor: 0.0873 Directional Factor: 0.5632 Total Approach PHV (Current):1 428 VPH ADTx Kx D 100 40 20 200 400 600 800 1000 1200 PHV APPROACH TOTAL, VEHICLES PER HOUR 1400 RIGHT TURN LANE WARRANT ANALYSIS ir ZZ cc W a U) W U 111 > U7 Z cr F M 0 Q > a Location: US 29 Entrance Roadway Classification: 4-lane roadway Use Fig. 3-27, RDMAppx. F PHV into proposed site: 38 VPH From ITE Trip Generation PHV Right Turns into entrance: 20 VPH 50% trips IN from US 29, plus 100% trips IN for parcel32-38A (shared entrance) Approach Daily Volume: 39000 AADT published by VDOT, 2019 K Factor: 0.0968 Directional Factor: 0.5314 Total Approach PHV (Current): 2006 VPH ADTx Kx D Design life: 20 Years Percent Growth: 1.2% Based on 2018 to 2019 data Total Approach PHV (Design): 2526 VPH Current PHV x(1+%Growth) ^Design Life Treatment Determined: Taper Required Existing turn lane at this entrance will be maintained. 120 100 Lill 40 PHV APPROACH TOTAL, VEHICLES PER HOUR 1200 1400 L CLEANUP/WORK ROOM L LUTILITY 331SFOM LI LL 447SF LLLLLLLLLLLLLLL 4 L1 1 1 1 1 1 1 1 1 1 1 LL �L LL LLL1 LLL LLL L L L L L L WALK-IN L L WALK-IN COOLER FREEZER- RESTROOMS L L L L IADMIN_ L L 139 SF L 117 SF� 394 SF LL _LLL _LLL LL L ;HECK -OUT 314 BSF C_ L L L L L L BEVERAGE COOLER L L L SF LLL-L 17L LL-LLL L_LILLLLLLLLLLLLLLLLLLLLLLL -LLLLLLLLLLLLLLLLLLLLLLLLLL_VESTIBULE LLLLLLLLLLLLLLLLLLLLLLLLLL67SF _L-LLLLLLLLLLL SALES FLOOR_LLLLLLLL LLLLLLLLLLLLIL,953 SF -L-L-LLLLLLLL LLL I_LL L LLLLLLLLLLLLLLLLLLLLLLLLLWALK-IN'_L FRONT TAKE-U_ LLLLLLLLLLLLLLLLLLLLLL LLCOOL°RT-L VESTIBULE LLLLLLLLLLLLLLLLLLLLLL LLLBSF 137F i L S_ I I I I I I I I I I I I I I I I I I I I I I I I I I I FLOOR AREA USE: RESTAURANT 1,531 SF = (KITCHEN AREA, SEATING, AND RESTROTROOMS) FLOOR AREA USE: FOOD STORE = 4,546 SF _ L L ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, COOLERS, CHECK-OUT, ETC.) O SHEETZ CONVENIENCE STORE FLOOR AREA USES PARKING TABULATIONS: PARKING REQUIRED CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES 184.12.6 RESTAURANT 13 SPACES/1000 SF OF RESTAURANT GFA 1,531 20 FOOD STORE 1 SPACE/200 SF OF FOOD STORE GFA 4,546 23 TOTAL REQUIRED: 43 HANDICAP REQUIRED: 2 INCLUDED AREAS (SEE IMAGE BELOW FOR AREA BREAKDOWNS): 1 KITCHEN AREA, SEATING, AND RESTROOMS 2ALL REMAINING AREAS (SALES FLOOR, VESTIBULES, WALK-IN TAKE-OUT COOLER, CHECK-OUT, ETC.) PARKING PROVIDED CODE REF. SPACE TYPE ACTUAL SPACES PROVIDED CALCULATED SPACES STANDARD 44 44 HANDICAP 2 2 TOTALS: 46 46 FOR VDOT USE ONLY Recommendation on Exception Request: Approve Deny I Date: 5/28/20 Area Land Use Engineer or: Name Adam J. Moore, P.E. Remarks: I recommend approval of this exception based on the following factors: 1. The entrance location's distance from the signal is maximized and limited by property boundaries. 2. The entrance location is an existing condition and would remain if exception is denied as it is a shared commercial entrance. 3. The existing right turn lane has acceptable storage length prior to the entrance. 4. The site plan (though not yet approved) will improve the geometry of the entrance from the existing condition Exception Request Action: ApprovedU DeniedU I Date: ( if ZQ District Administrator or Designee: Name (and position if Designee) Remarks: n rO rSC n f �' o� 'I �' � c C rhot t F r"av" 11 /L�l L .l Y District Staff: Please email copy to Bradley Shelton(o)VDOT Virginia rgoc OAM-E REQUEST APPROVAL CONDITIONS W a W Z J N W Q W z =z0 U) J > 0 w� Q Z 0 (n o J W Q � 0:� tZ Q 0 z w m N J L.L Q it� Z tlC W Uj Z Ur Z to > U U) z 0 Q J U Q U Ljj U) 0 Q LLI ry Q 0 z z 0 N TH Op� 0811812020 l DANIEL C. HYER Y LiC. No. 45596, /ONAL E� APPROVED DCH SUBMISSION NO. 2 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E COm2 i DEMOLITION NOTES: 1. CONTRACTOR SHALL CALL MISS UTILITY AND A PRIVATE UTILITY MARKER BEFORE STARTING WORK ; 2. CONTRACTOR SHALL COMPLETELY REMOVE UTILITIES CALLED I U / '%;' i" / t ' 1 � I D ' - � � TO BE REMOVED OR DEMOLISHED. E,\\5 1 N� IJIF \ �� I I 3. ALL UTILITIES CALLED TO BE ABANDONED SHALL BE CAPPED AND ABANDONED IN ACCORDANCE WITH ALL APPLICABLE ,;-', / \ TMP.32 38A l /� I 13��� CODES AND REGULATIONS. /�/ ' TMP. 32 -398 z JOSEPH M JR 0 JU/N K TE RY / X COMMONWEAL TH OF V/RGINIA - `k T (4GRt MEN7% \ D. B.4574 .676 X-zq (EX GRq rE> 4. DAMAGED SITE ELEMENTS NOT CALLED OUT FOR aNDDe,644'�Fzl3 TOP5335B % o I DEMOLITION OR ABANDONMENT SHALL BE REPLACED OR DFFARTMENT OF TRANSPORTATION .B.629P./04 (PLAT) INV OUT �3oes 7/ y Q / I COMPLETELY REPAIRED AT THE CONTRACTOR'S SOLE n ! +, f// D. B. 4574 P. 676 Z(pNED: Cl COMMERCIAL 1 l A f / �/ / -HWPB.XIV P.200 207 PRE SENT USE• COMMERCIAL / Asphalll `\ - X-2 EXPENSE. I I I RXIV P.I5/-I58 I rn I I Ex SAN/Mi- ZONED. �•/ COMMERCIAL � � � � � � � ' � roe 53INv. 4.47 1 � ,;� �� r �/ / • �• � 1 I ce III I I PRESENT USE'�€TENTION POND I PROP. TEMPORARY INV. IN 526.02/(LAT) \ INV IN 528.03 (Sw> sec / INV. IN 52572 1 , v / v ` INV IN 53178 (5) e A �/ CONSTRUCTION EASEMENT AREA V nsOU25.67 1 % I : � \\ \\ ,-, INV OUT. 52783 (N) Ex VDOTRISER X-5(EX. VDOTEl)S- roP s4/64 INV. OUT., S38. B2 // / / �/ /' ARV. wv I INV. OUT: 5 9.79 Wi• R DEMOLISH ENTRANCE AS REQUIRED TO wv INSTALL PROPOSED ENTRANCE. SEE SHEET X- Ex cRA /\ �/ %0 u Ej5 `. \`` \ I C3.OFOR TEMPORARY TRAFFIC CONTROLS TOP534. 55 /NV IN: 529.40 X X ` `� \ `\` ` `� `\ `\ `� `\ `\` `� `\ I I 1 INV. OUT.' 529. 00 / \ \ \ `\ \ ` `\ \ ` \ \ ` EX. AC S.'I AN ESM MI-1 `v `v, `` `` D. B. 16J0 .9/(PLAT) I EX. SAN . .A I TOP. 53%' COMPLETELY ERADICATE STRIPING WITHIN EX ORIPLINE f / _ wv IN 527.80 (LA`) TEMPORARY CONSTRUCTION EASEMENT \ / / N INV IN- 527.7'' AND RESTRIPE PER PROPOSED PLAN \ / l>✓ / � �/ / / INV OUT 527 be REMOVE EXISTING CULVERT i GRAVEL a _ _ Zp7 45' /NCV SP\LBPAN / /NV. OUT 36. 3-' ' o / FE " E FOMER \N G \ \NGEpRPOS'ES1 EX. 20'NSEW�ESMr _'Zn REMOVE ,I W Z 0 Lu W W Z Ur Z W U W z J X 2B (EX. CUL VERT ENp) �, \ WAY / / \ UNDERGROUND TOP 551.9I / - - ALL TREES AND VEGETATION \ INV 1N 54L3/ �� (-' �!'/ ` ` INV. IN 536.l0 � / / / i \ i � , . UTILITY � � v z S WITHIN LIMITS OF DISTURBANCE INV. our 54/lI �HAINCINK _ 00i� / TO BE REMOVED (TYP) - m h Q REMOVE EX. PAVEMENT h o J PROTECT EXISTING LANDSCAPE X EX. SAN MH TOP.'560.15 INV. IN., 542.45 �(+ \.`�`\\\`\`\`\ INV OUL'54Z25 ..�" 'i I ; I \, \ . 11 .G .( \`�\\\\\ \\�\ \ ` �\� I y 0 MAILBOXES 1 Ir `v ` -. AND SIGN I � Q 0 1 - \ \` `\ � `\ � PROTECT POWER POLE w roof o ',IA v vv `v vv ``v vv �v \ TMP.32-40 J - (.7 Q AND DRY UTILITIES Z ; AIRPORT AUTO INVESTMENTS, L L C I It I t / ` X D.B.4464 P.28- A - / n 1 0.9.5189 P.548 Q 1 N I / aell,a ` o \ I \ 5, z i/ -_ fTB.6P.7 /04(PLq - - o ,. 1 REMOVE OVERHEAD WIRES 0 D.B.3503 P.180-187(PLAT) 1 'y 1 '� / � � "' � '� I X � LI-I C�C D.B.3/92P.264 I wl I \ \ \ \ - 0.6�b39 66r) 9_ _ -- \ J I 1 X \\ \\ ;` Q G D. 9.27/7 P. 3/7 X-7 (EX. ORATE) � I � � h 0 U) 0 (f) D. 9.2284 P. 385 TOP. 556.35 \ m \ f INV. IN' 547. 65 (w) ��\I I / \ \ \ i PRES,EVT :��MME> { _10 '\� - \ \ -. roin \ '` `� \\ \ ` ` ` \ `\ I'`b1 I I Wt J HWPB.XIV P.15/-158 \ V �� oLu INV. /N' S44.30 (S) / - - - / `` \ ` \ . C leJ Q J HWPB. XlV P.200-207 1 \ ` v - // \ a / 1 Wad s INV. our. 544.I5 <N) \ p I _ / 1 t D.B.7/5 P634(PLAT) I \ e _=5h7.9z 1 I ~ O ZONED: HIGHWA Y COMMERCIAL (HC) '' - I \ s 7 a t 1 -_ v J PRESENT USE- COMMERCIAL 0 Q I tw 52 �, ABANDON INTERNAL � � � `� `� � � \ P O zLu b� a PROPERTY BOUNDARY \` `\ `I _j 9FC. 5z SEE REVISED PLAT \``` n ` ' ^ X-(EX. ORA## e TE) 3 \V\ �/ .ere cW 3+ 7A SHEET ## \ 1 °� tr ¢ vz' TOP* 559.43 38. ' INV OUT: 550.03 O GRAVEL t EX. VOOT DRAIN ES/ T I I X jo W/bllsem \ \. \ I `\ \\ ` \ ` `�� I PRO✓. #0649-002 /5 �- - PP 1 Ivi III o St y b u I REMOVE ALL ONSITE GRAVEL (TYP) \ �, I I ' O } REMOVE ALL ONSITE GRAVEL (TYP) C `J 4 18 27 ,•4 1 ov - -/ - -- - J n , _ ' y -�� \ \ r .. 5ASPR/NT/CENTEL & OVP ESMT d t W WQOW - ,i U) DEMOLISH �' PRO✓ #0649-002-158 ELECTRIC PANEL 2 FROP4NE TANK \ 0'JE(\ - \ - - - ABANDON INTERNAL �I I /r - - /2.5•Dic PROPERTY BOUNDARY SEE 1 i 1 Story 1 - - - - - - -jyr - - - - - coot. W ` 1 EX. INV: OUT 54 F 96 �eldBdq. I j- - - - - - - -� -- /- - - °EC/- - REVISED PLAT SHEET , /191 ru LNt T -� - - - - - - _ .� \ / 'ti SPA TH Op D - i t PROTECT EXISTING LANDSCAPE IN I /I =48.7 45 / / PROTECT EXISTING WALL O O8�>8�2020 2 DISCONNECT ELECTRICAL SERVICE �- - I dr n / U,I U DANIEL C. 596 Y ed �, Lic. No. 45596 -av --I 1 ALL TREES AND VEGETATION - 7 - _. may_`- - AND REMOVE OVERHEAD POLES (TYP) - WITHIN LIMITS OF DISTURBANCE - - ��- I _ - tw=40'tralic/ pole / Asphalt 7iy i 1 - - - - - - - - -_ - -t-=� -A7 4 m ri u M I I/ TO BE REMOVED (TYP) DEMOLISH ENTRANCE AND SIDEWALK - _- a0�, vw 14.46' DEMOLISH EXISTING / bW- vault AS INSTALL UNDERGR UND - - _ ENTRANCE iv3 'S 7V3S 9'-- ------ -anm� _---------�.-----�-r .q 5 *OGtr17 T' COMM. LINE - ��j // / ^ r CLONAL EN - ENTRANCE AND SIDEWALKS / DEMOLITION LEGEND: v 55°39'57" w /26. 99' i I _ - _ APPROVED DCH X-8 � TOP 556.68 INV. IN 549.58 INV. IN. 5490 - INV OUT 548 33 J age ITMP32 39A N/ WILLI SCOTT MARSHALL, TRUST OF THEFAMiT > DEMOLISH EXISTING STRUCTURE SUBMISSION N0. 2 BENCHMARK J\ 55°02'36"W I7./I' DEMOLISH EXISTING PAVEMENT `-" --`-'-� ��� --- REMOVE MAILBOXES N 3935947.50 \ �� •, x-2C r-2 s46.60 RUS OF EWILLIAMA. MARSHALL JR. REVOCABLE TRUS OUT 54235 0.B.4464 P.203, D.B.1639 5 6(PLAT) DEMOLISH EXISTING GRAVEL PROJECT 1903600 \ S%4 TE R�U%E 6�i 9 �QIQPQl�% i�o> E 1150/4/3.09 a INV. ?�Fy)� N TEMPORARILY RELOCATE ELEV.• 547.89 - T H E W O R K O F SIGN OUT OF LOD DlT - ZONED: C1 COMMERC/ PpF4F/NT lICF /'nMMF,P /4/ X REMOVE EXISTING TREE L I N E + GRAD E ABANDON EXISTING SPRINT/CENTEL ESMT \ S , SEE REVISED PLAT SHEET X2.0 ` SOIL LEGEND MAP UNIT SYMBOL MAP UNIT NAME HYDROLOGIC SOIL GROUP CLIO EXISTING CONDITIONS AND DEMOLITION PLAN 21B CULPEPERFINESANDYLOAM,2-7%SLOPES B 1" = 20': 0 20 40 27B ELIOAK LOAM, 2-7% SLOPES B 88 UDORTHENTS, LOAMY, 2-25%SLOPES D It TMP. 32 -4 0 AIRPORT AUTO INVESTMENTS, L L C m 0.9.5189 P.548 N 0. R J503 F. 180-18760LA T) s' I D. B. J192 P.264 , D. 9.2717 P. 317 r D. 9.2284 P. J85 HWPB.XIV P.151-158 HWFRXIV P.200-207 D. B. 715 P 6,54 (PLA T) I ZONED: HIGHWA Y COMMERCIAL (HC) L� PRESENT USE- COMMERCIAL GRAVEL EX. VOOT ORA1N ESMT C PRO✓ #064 9 002 159 ,�, ,�J,' FJ _ 'l,•• EX. 20' SAN. SEWER ESMT O. B 3597 P. I62-168 NAIN�INII -r IL, I 1 'I j E,r. srRiPiNG 4 TMP. 32 {I '�/////►11 TMP. 32 -398 z �N7F JO ✓R 0 JUN K TE RY APPRO,t� 5' WATERLINE ESMT (AGRtEMENTJ COMMONWEALTH OF V/RGIN/A D.B.4574 .676 PROP. 4" WIDE SINGLE WHITE STRIPE O . B. 695 E.335 ANO D B: �644 P21,5 , DEPARTMENT OF TRANSPORTATION D.B. 629 P. /04 (PLAT) PROP. 24" WIDE WHITE STOP BAR - 0.B.4574 P.676 °y ZONED: Cl COMMERCIAL HWPB.XIV P.200-207 PRESENT USE: COMMERCIAL / Asphalt HWPB.XIV 1..151-158 1 J/ ZONED.- Cl COMMERCIAL \ L PRESENT USE' DETENTION POND fl EX. DRIPLINE PROP. TEMPORARY CONSTRUCTION EASEMENT ESMg / I 150.7 ERADICATE EX. PARKINGWIDE STRIPING AND tal' WHITE STRIPING ` REPLACE WITH NEW 4' \ PROP. ACCESS EASEMENT i PASSENGER CAR I v / - FOR REFERENCE / I rIz, PFO ANC / ell- JL I I jiflon- oil �L---- - > I I I I TMP.32-39 N7F WILL IAM SCOTT MARSHALL, TRUSTEE oP THE F4MIL Y TRUST I THE WILLIAMA. MARSHALL REVOCABLE TRUST D.B.4464 P.20-5 I D.9.629F../0% 104(HLAT) D.B.16,59 566(PL47-) L 661 AC (sup VEY) - ZONED Cl COMMERCIAL 1 I PRESENT LISE COMMERCIAL , I I I L- WHITE FLOW ARROW (TYP) 71 I I rn 77 I s- I I I I r I L IL y i -A' JjJ 4" WIDE WHITE STRIPING (TYP) � Lie �A\\\ I 4" WIDE STRIPING Z APART (TYP) I I �� AUD I 4" WIDE, 2' STRIPE/6' GAP WHITE LANE LINE T' F 1 SWEPT PATH OF VEHICLE /� IF n 1 1 I I 24" WIDE WHITE STOP BAR I B I WHEEL PATH OF VEHICLE 1 U VAN HANDICAPSTRIPING TOCOMPLY WITH LATEST ADA STANDARDS SPRINT/CENTEL B OVP - _ e`'� �► r - - - ------ ® ® q1 ® s >e T 9, SPRINT/CENT tL ESMT _ I - �• �: ,. . I o% #0649-002-159 Lt o FUEL LOADING AND -L L SEE TTC DETAIL 2/C3.2 FOR DELIVERY ZONE � TEMPORARY SIDEWALK CLOSURE N jo 1 10' BUILDING/PARKING SETBACK LINE 7 - - - - - -- - -- - -- - ------ --- - - - - - - - - - - - - r` 59.5' I I I I o0 I o I TMP. 32 -38 I N/F AIRPORT PLAZA L L I I D. B. 4622 P. 319 D. B. 629 P. /04 (PLA T) 0, 626 AC (suRVEY) t ZONED- Cl COMMERCIAL i �o PRESENT USE.- COMMERCIAL a I o I 40 'Ine I o j I / p,: / / y�T@@ pin� IiT 1 (? / " / h / / 48.7 bv+ 47.4 -- dW 1roffic voull .i� nl I Lo cmm j ; y�ilness ICI 'oull I 1 II 4" WIDE SOLID DOUBLE YELLOW 24" WIDE WHITE STOP BAR 1 II SEE TTC DETAIL 1/C3.2 FOR WORK ON SHOULDER WITH MINOR ENCROACHMENT I d 11.5' 11.5' 1 11.5' 1 10' 4 o 454 N — --29' -- —. '7"W 957„ 9Sr I EX. 5SIDEWALK TMP. 32 -39.4 1 �? ' N 55002'36" W 17. H' N/ WILLL,M SCOTT MARSHALL, TRUST OF THE FAMIL Y TRUS OF SWILL/AMA. MARSHALL ✓R. REVOCABLE TRUST N EX. BIKE LANE D.8.4464 P2o3 D.B.I639s 6(PCAT> - STATE ROUTE 649 (4/RPORT RD) — RV L ---- ZIP W/ RC/ ZONED: Cl COMMERC1 8,600 ADT N PRESENT USE.- COMMER lAL E TTC DETAIL 1/C3.2 FOR WORK ON N SHOULDER WITH MINOR ENCROACHMENT + TRAFFIC AND TRUCK ROUTING PLAN cl) 1" = 20': 0 20 40 W z J W g LIJ z =z� D U) > W ~ Q H O (� o J w Ozw m J Q j TH Op Dr �Pp 08�18 ?010 r2 DANIEL C. HYER 9 Llc. No. 45596, 'gIONAL ENd` APPROVED DCH SUBMISSION W 2 PROJECI 1903600 THE W0R1,. 01 LI NE + G R A D L C3m0 ..m 555 550 545 I 1,19+00 nFr.ICInN POINT B 80.07 I )R o SR 29 STA 10+00= 0 O 530' SIGHT DISTANCE LEFT 0 C AIRPORT RD STA 20+00 STA TE ROUTE 64 9 (AIRPORT ROAD) \ \ AIRPORT ROAD CENTERLINE APPROX. ROW WIDTH. 90' U= 21+00 22 { 00 \ B, 600 ADT 23+ I TI � \ CENTERLINE OF APPROACH LANE EX. ROW r 24+00 _ t N A DECISION POINTA STA: 24+10.07 - - - - - 0/S: 26.50 R _ S7 LIOD 731N7)1-Z oIQ 04 AIRPORT ROAD INTERSECTION SIGHT DISTANCE 1" = 20': 0 20 40 DECISION POINT A ELEV: 559.36 3.50' HEIGHT 01 EYE 530' SIGHT DISTANCE DECISION POINT B - PROP. GRADE - ELEV: 548.71 3.50' HEIGHT OF 1 OBJECT -5+00 -4+50 -4+00 AIRPORT ROAD INTERSECTION SIGHT DISTANCE PROFILE O 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 0+00 560 555 550 545 0+15 f _ EX. ROW r ' T -------- STATEROUTE29 ® STATE ROUTE 29 ROAD CENTERLINE APPROX. ROW WIDTH.' 160' 39, 000 AD — --� 15+00 — -ci _ 14+00 - — - - - - - — - - — 13+00 _ 16+00--------------- --- - �}� — 7+00 ---------- i------------ _ _ 18+00�Lq CENTERLINE OF APPROACH LANE W Z J N w Q z =z� U) J > - 0 LLl H Q �— O O J w Q-i _ _ - U) -- -_ _ t-- Q DECISI POINT DINT D 530' SIGHT DISTANCE LEFT - __ _ z W 1 O 5 s' _ m STA: 18+59.69 1 � _ EX. LANDSCAPING — — ! 3 _ J 0/S: 5.75 L �l ^II3 EX / \ -Oh10 -DECISION POINT`C 0 -' — Q / Imo_ avno \ _ �STA:13+29.69 _ Q l _ 0/S: 3V7.33 L� 71 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE 3 1" = 20': 0 20 40 535 530 525 DECISION POINT C ELEV: 540,81 3.5 PROP. GRADE HEIGF EY i LEFF 530' SIGHT DISTANCE DECISION POINT ELEV: 525.29 _ — — 3.50' HEIGHT OF -- OBJECT 540 0' T OF 535 530 525 -5+00 -4+50 -4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1400 -0+50 0+00 0+10 STATE ROUTE 29 INTERSECTION SIGHT DISTANCE PROFILE O H. 1" = 20': 0 20 40 V: 1=4:0 4 8 TH Op m 08118112010 r2 DANIEL i HYER 9 Lic. No. 45596, ZIONAL ENd` APPROVED DCH SUBMISSION W 2 PROJECT 1903600 THE W O R k OF L I N E + G R A D E C3ml O 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, TTC4.I 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 35W--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 sitin 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 (mph) Lane Width (Feet) 9 10 1 11 1 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 = Y, L Minimum channelizing Device Spacing Location Speed Limit (mph) 0-35 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 Un 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 61H-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 Page 6H-17 Shoulder Operation with Minor Encroachment (Figure TTC-5.1) H )M Da G20-2 (V) e 310N 335 s 500' + \\ 80'_ 120' )_t(\ SHADOW VEHICLE 10' WZt7 REQUIRED MIN TMA OPTIONAL ILLUMINATED FLASHING AMBER (CAUTION MODE) o SEE NOTE 8 TYPE B OR C O O O O SEE NOTE 7 O CHANNELIZING 1 O DEVICES SPACING SEE NOTE 7 SEE NOTE 2 aICNT i 21-5bR SE*10M avoa ON3 L J1W20-1 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 traffla 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. lion: 5. Only the TTC devices related to pedestrians are shown Other devices, such as lane closure signing or ROAD NARROWS (W54) 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 Sidewalk Closure and Bypass Sidewalk Operation (Figure TTC-35.0) _ 3tl3X SSOtlJ � net L-6a 03SO1) M1Y�101S � SIDEWALK DETOUR SIDEWALK DIVERSION 46 TYPE 3 BARRICADE TEMPORARY TRAFFIC Pagc611-77 CONTROL SIGN LEGEND SEE NOTES 6a7 WORK ZONE (36" x 24") ROAD WORK AHEAD (36" x 36") ® RIGHT SHOULDER k CLOSED A (36" x 36") G20-5aP W20-1 W21-5bR ROAD WORK G20-2A (48" x 24") SIDEWALK R9-9 CLOSED (30" x 18") W a W Z F- L L] Q LU z =z� 0 J > 0 w� Q F-Z:) O (n o cr J Lu F— Q- Q O zLU m N J I..L Q Z DC W W Z Z u1 V ) J Q L LI 0 0 0 U_ LL LL NQ L.L L.L Q 0/� LL LU TH Op� oe�%g�zozo 21 DANIEL C. HYER Y Llc. No. /.5596t ZONAL E� APPROVED DCH SUBMISSION NO. 2 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 PROP. TEMPORARY CONSTRUCTION EASEMENT TMP.32 38A ✓OSEPH M ✓R 0 JUA K TE RY D. S. 4574 .676 D.B. 629 P. /04 6-LA T) / - 1 ZONED: Cl COMMERCIAL Aspholtl PRESENT USE- COMMERCIAL 1 EX SAN/MH TOP.' 514. 47 INV. IN: 526.02 LAT) R3' INV. IN /525.72 EMV. OUj 525 67 1 8 � DR 'I 0p2.15 1 ! I I I 1 I r I� PROP. ACCESS EASEMENT R5 R6.5' / I I P �� s� E lyp,1 R60' � / Sal°0I'uu R 1 O h N. CG-6 BIORETENTION v FILTER B 30' - PROP. RETAINING WALL STORM OUTFALL PROP. LIGHT - PROP. SCREENING FENCE (TYP) POLES (TYP) R35' I R60' I w w o T P.3 -,5 R30' N/F AIRPORT I D. B. 6,2_2 P. -51 D. B. 629 P.104 (PLA T) I'll our. s4z25 _ I \ �• — / - I I °�-�^ 1 0, 626 AC (suevEr) \% R51.5'/r � / / ,� 1R5' J 16 I � email ESENTUSEOCOMMERCIAL � I R28' _ I I I I 1 / R39.5' HI HIGHWAY COMMERCIAL7CI COMMERCIAL I CURB CUT - ZONING DISTRICT DI VISION LINE I �A2 TMP.32-39 CONCURRENT WITH PROPERTY BOUNDARY N7F WILL /AM SCOT MARSHALL. 1 I TRUSTEE oP THE FAMIL Y TRUST oP TMP.32-40 1 14' THE WILLIAMA. MARSHALL JF' / I 24' REVOCABLE TRUST AIRPORT AUTO INVESTMENTS, L L C / I BIORETENTION I D.B.4464 P.Z03 0.9.5189 P.548 I I FILTER A 001 0O D.B.629P./01, /04(,-LAT) 0.RJ503 R 180-187(PLAT) / I I I �.9.1639 566(PLAT)D.B.3/92P.264 `LEGREASE TRAP ;.667AC(SupvEv)D. B.2717 P. J17 10' D. 9.2284 P. 385 I �, I FVNEO: Cl COMMERC/AL IJ HWPB.XIV P.l5/-158 CG-6 SPILL CURB (TYP) a 0 PRESENT USE COMMERCIAL HWPB.XIVP.200-207 QO I / _ _-_ I SHEETZSTORE D.B.715 P 6,54(PLAT) � 14 I = I L _ 6,077 SF ZONED: HIGHWA Y COMMERCIAL (HC) 1 _ I PRESENT USE COMMERCIAL 1 CG-6 I / 9.25' J PROAT—GRADE CONC. SIDEWALK CAR WASH r GRQUEI VDOT GRAI E1,024 SF I I I' X. N ESMT PRO✓ #0649 002-I58 / oO \ wv R64' y 12' < OOOC�� VAN p\ R15' CURB CUTS R4' R3.67' �- 10 —j 1 Ism PROP. 10' GAS ~, ESMT (TYP) CG-6 SPILL CURB (TYP) w p N / PROP. FH PROP. 20' WATER 1 Slay ESMT (TYP) m 194d i N I R55' R35' �♦ 9' r� I 1 O r N l w � 5 99 = TMA T -OF z COMMONWEALTH OF V/RGINIA APPRotI 5' WATERLINE ESMT (aGREEMENTI r DEPARTMENT OF TRANSPORTA TION D . e. 69a P 335 AND a B: s44 P 2/3 JJf 0.3.4574 P.676 % + HWPB.X1V P.200 207 1 HWPB.XIV 1.151-158 s I ( ZONED.- Cl COMMERCIAL \ \e°cep PRESENT USE- DETENTION POND e� EX. DRIPL lA; - � \ I 1 _O a bywv I ' vi /z O ------- EX. SAN MH --- TOP. 537 / ( r INV. lI V I ., 2 .15 -- ; I lNV 1N�52775 -1S4B°553^ INV. OUT., 527.65 - O 58. 'LANDSCAPED AREA PROP. 20' STORM 227 4%` SEWER ESMT (TYP) / O /---_- EX. 20' SAN SEWER ESMT - $ �j �� / / / 7DUPSTO F i STORM INLET (TYP) ' CHAIN-INI4 ��� / / / R3 R3,- /� �1j /R25' CG-6 (TYP) N / 00 10 CG-6 SPILL CURB (TYP) / I % CG 6 TRANSITION cX. SANMH \/ , CURB (TYP) �c� 1.00 R3, TDP' S6 �45 •, PFO ANE p 17 INV.IN., 54245 I 14 9' X 18' FUELING I 1 SPACE (TYP) I I 13 I _ I 1 65'- s zed® 12 I 1 I 1 I. 11 1 FUEL,244 SPY I N 4,244 SF I A I I w I 1 I 1 I 1 10 10, 37.75' I - 36:5' 36' — O I 1 ' I I pit T 9�0 / N E.Y. SPRINT/CENTEL 3 DVP ESMT p PROJ #0 — (P 0) --0 I 6 I I 46 45 I I PROP. 44 MONUMENT _ / • SIGN / PROP. M 1 42 LANDSCAPING / I (SEE SHEET C8.1) 41 / I � 40 39 mQ I I I I I I 1 TRANSITION TO CG-7 I R50'I �I I 1 I 1 I I I v I 1 I I 1 I I I TRANSITION TO CG-7 SPILL CURB 1 NOSE DOWN CURB I } n E L?F P4 I"� riE�, t:. h'/CUT ()F W4 Y 1141 I ICI I 'Oult 18' LEI Eomm y�ftness 38 C?/ I o � Z/ I O ZQ/ I a/ , 1 q' I o b m �a 1 noy / co 1 / I b4;5 / BoL ;' 32 4 0 a m DIMENSION NOTES: I J1791 FACE OF CURB/FLOWLINE. R3 R3' I ® ® ' • , \ / / i� 2. CURB RADII ARE 5' UNLESS OTHERWISE I " PROP. UNDERGROUND �� PROP.VDOTCG126 R30' FUEL TANK �� ` bV_45.2 DIMENSIONED. 5PPINTiCENTEL sMT I FUEL TANKS o% #0649- na/5a 18 19 20 21 22 23 24 25 26 27 28 29 30 31 VENT PAD 01 (2) PROP. WATER I o V r LEGEND: / �� METERS _ _ _ _ IBLE Asphalt �M oWM / ----- 40'---= 1 •----------/1 i - -�' �,, / b vo t, sPole� �� O/O PARKING COUNTSS n 7 - - 10' BUILDING/PARKING SETBACK LINE EX RIGHT OF WAY • STANDARD CG-6 0 � / R50' — � _ - - _ _ _ — — Z=m— N 55°39'S7"W /26.99' TIE TO EX. S/W R50' PROP, STAIRS _ CG 6 SPILL CURB TMR32-39.4 ® CG-6 TRANSITION CURB EX. 5' PUBLIC SIDEW,41K PROP. ADA PEDESTRIAN ACCESS N/ WILLL�M SCOTT MARSHALL, TRUST) OF THE FAM/L Y -_ ,_ :__ RAMP TO EX. SIDEWALK N 55°02'36" W l7.//' TRUS OF E WILL/AMA. MARSHALL ✓R. REVOCABLE TRUST ® ADA PATH AND LANDING '--_--_-_-` -� PROP. VDOT CG 12B °� f TIE TO EX. S/W EX. CG-7 EX. 5' BlKE LANE D.B.4464 P.203, D.B.1639 5 6(PLAT% BMP SOIL MEDIA TRANSITION TO CG-7 STA TE ROUTE 64 9 (AIRPORT RD) — URVEY> 0 400' ZONED: C/ Comm, I CONCRETE 8,600 ADT PRESENT USE COMMER IAL SITE PLAN 1" = 20': 0 20 40 W z J N LIJ g LLI z =z� cn _j > z Lu ~ J O~o � J0 LLI Q LLI � Q ''~^^ v! Ozw DO J NN 11— Q i o�),TH Op Dr�� 0 oa�ia�2ozo r'2 D DANIEL C. HYER 9 Lic. No. 45596 'g/ONAL ENd` APPROVED DCH SUBMISSION N" 2 PROJECT 1903600 THE WORT, 01 L I N E + G R A DL C400 ADA ACCESSIBILITY NOTES / / �`\• `\ I �� I._.;, i 535.63 (IP) I 1. CONTRACTOR SHALL ENSURE LONGITUDINAL RAMP SLOPES DO NOT EXCEED 1:12. TOTAL RAMP RISE NOSE DOWN CURB SHALL NOT BE MORE THAN 2.5'. I2. CONTRACTOR SHALL PROVIDE ADA LANDINGS AT ALL LOCATIONS III S3a17 I I BOTTOM OF ALOWN L RAMPS.PLANS AND AT THE TOP AND l / /, 1 PROP. TEMPORARY ,� /� , 3. CONTRACTOR SHALL ENSURE THE SLOPE OF ALL ADA CONSTRUCTION EASEMENT ! ♦ SD-1 , LANDINGS DOES NOT EXCEED 2% IN ANY DIRECTION. RIM: 535.63 I ADA LANDINGS SHALL BE 5' X 5' MINIMUM g1 / j;- j j MP.32 38A I DIMENSIONS AND SHALL BE CONSTRUCTED OF A / TMP. 32 -39B z /F JOSEPH M JR 0 JUN K TAR Y I PPRO T I 0%' �\'. \ X- (EX. CRATE) HP:536.15 HOMOGENOUS, SLIP RESISTANT SURFACE. COMMONWEAL TH OF V/RG/N/A ;{e o4u , D. B. 4574. 676� TOP 533.58 PROP, ACCESS DEPARTME/VT OF TRANSPORTATION I I I 9.629 P.104 (PLAT) INV. U7 P78s 1 EASEMENT I I 4. CONTRACTOR SHALL ENSURE CROSS SLOPES DO NOT 0.8.4574 1-.676 I I I I I I I Z�N,5? Cl COMMERCIAL I AS haltl 533.94 �-•-• 535.85 EXCEED 2%. WPB.X/V /? 200-207 �1 I I 1 PRESENT USE.- COMMERCIAL p 1 F X-z (EX SrM MN) wl�B.XIV P.15/ 159 1 1 I I I EX. SAN/MH �� - - 1 TOP: 534.53 5. CONTRACTOR SHALL ENSURE NO CHANGES IN LEVEL I I ZONED: / COMMERCIAL I rOP 54.4 \ / j a ♦� 1 /Nv IN 528.33 (w) GREATER THAN OCCUR. NECESSARY CHANGES IN PRESENT l/.$E �CTENT/ON PDND 4 I \ I INV. IN' 526.02 (LA T) 534.31 Q •• (O I INV. /N 528.0.5 (SW) 1 I J I INV. /N/525.72 1 2 M , INV /N 53L78 (S) LEVEL GREATER THAN q SHALL BE BEVELED WITH A e- 1 \ I INV. 0UT' 525.67 1 X / i I / `t - E/ q % 1 / v e3 (N) SLOPE NOT STEEPER THAN 1:2. 11 1 1 11I I I I I X-4 Xj �(� / / / III /i ESMT / \ / ry 1 Ex. VDOT RISER /` /�,\�( l l I 1 DRPI Opt j58� / 1 - /N 6 ARE MET ALONG . CONTRACTOR SHALL HE ENTIRE ADA ACCESS ROUTE ABOVERE THE CRITERIA x-s (Ex. Voar Es 0 70P 541.64 //� '/ /�(I `\ I 1 I I I VDo#pbu9� I N I SHOWN ON THESE PLANS, AND ANY OTHER SITE AREAS \ / INV. OUT. 538.82 /v..` I / \ INV. OUT: 529.79 / ��/ / /�i- l / EP 535.17 i . / AR_V. wv tl // / / /��� NOSE DOWN CURB i• M SUBJECT TO ACCESSIBILITY REQUIREMENTS. Wb \\=.E�EI TC 535.67 1 A LP:535.53 1 wv 1 SITE GRADING NOTES: X-J (EX. CRATE) y� I .5s u" 37 3 R �I/ \ S SD-8 '� E 1. CONTRACTOR SHALL MAINTAIN AN ABSOLUTE EiNE V TOP s34.ss' / . 538 SD-B SDC WPTE / I M iMINIMUM SLOPE F 1/o ALONG ALL FL WLINE INV. IN 529 40 / \.: EP 536.12 539.50 53 �5\9.50 RIM• 537.84537 i;, 539E 8 U S 0 0 0 G 0 S. \� / ` \ \ _ Ex. sAN Mh RETAIN L 1 2. CONTRACTOR SHALL MAINTAIN A MINIMUM CROSS lNV OUT. 529. 00 � ING WALL Tc53s.6z / y/ _ b,P 537 : - �' �� 15" HDPE 15" HDPE_ / ` SLOPE OF 2°k ON SPILL CURB GUTTER PANS. EX ORIPLINE / � _ INV. IN., sz780 (LAT) �J CF INV. /n 52z75 MAX. HEIGH0T7 •, 538 \ / 1 3. CONTRACTOR SHALL PROVIDE SMOOTH, BLENDED \ A9 / Nv OUT 5z7S4865 ` 553 19.14 , �53s.00 gMP B 538A2 5 9 I TRANSITIONS BETWEEN SPILL CURB GUTTER PANS NOSE DOWN B AND STANDARD GUTTER PANS AS SHOWN ON PLANS. ���__= SEE SHEETC7.5 . DO CUR _' / '- SD-12 FOR DETAILS _ - 539.z9 SD-7 I MINIMUM TRANSITION LENGTH SHALL BE 5% OR AS / / / O,VAVfL !o _ /fNV, IN: 538.10 SD-13 - - 53 RIM: 37.84 " 539-97 (EP} SHOWN ON PLANS. / F%� j (' )-539 BW 538.75 BW 538.75 538.00 / I -� �~ ' /TW 545.T5 �''o S CHANNEL B v 54n rA 545.75 } 40 I 4. CONTRACTOR SHALL PROVIDE NOSE -DOWN CURBS ON BW 539.75 \ / ALL TERMINATIONS WHERE PROPOSED CURB DOES 22 5' 541-15 TW 545.75 539 540 of ter/ -- I o / NOT TIE INTO EXISTING CURB. EX 2o' sAN. sEwEk ESMT 5 7 3 0811 E 7 / 542 545.25 540-SHE C " r Q p � 543 5a5.75 .1-0 �i 544 4J a 542 = SEE SHEET C7.7 1 \\� " .r-6 /o.e.3s97 P I6a168 545 TW 545.75 7W 545.75 543 S FOR DETAILS - I x-2e (Ex. cut VERT ENV) \ Z j I NV. A/.- 8/ y 546 ; . 544 541 I 7 I INV 1N• 536. to cs� x I � INv mr s4L31 / FENCE , �i � / g r- SD-9 � INV. OUT. 541. CHAIN�INKi \ 547 5a7.o3 546.00 4 INV. IN: 538.00 (SD-10) 1 o I ij / NQ?�_ 545.74 544.92 " � 543.99 \S4 \ I 1 1 Z '� 4806 15, � SD-10 1 �O��N \ / �� RIM:548.06 547.27 _ S46 :544.26 I/ 546 29 ` Q f - i.., / _ a RIM' 542.69 I O RIM:0.00 AN SEW 545.51 545.19 77' EX SANMH 547.24 ��,p - _NSF AIRP I I Q TOP 560.15 V \ reo nr e _ I jjj Q 1S INV. IN, 54245 .Z- `'6rr S. N D.B 62� - SD-2 I Q Z Nv. ouT. s4z25 / �� tih / I Q�� 0.626 AC I_ - y) RIM: 540.50i .' 548.50 - : HP: 544.24 Q h 54s.1z - J � � CIAL CURB CUT 2 5a8.3a I e �° -RCIAL 548-21 � � � NT USE.' i. GA w 544.13 LP: 544.02 I SD A 1 P:548.24 W . I L\ �\ RIM: 544.35J. P: 547. i 6" PVCSD- I _ J \ 1 TMP 32 - 5� I F 550.93' 550.73 +' ' 9 - N7�VltttAM-S£OTT MARSHALL, I'I 5aa.25 Q15 HI548.82 54a.96 RIM:548.36 T�N US WILL TFFoAMAFF7AR8kL4L R. TMP. 32 -40 _ u �+ _ - RE�/AC4BLE TR ST AIRPORT AUTO INVESTMENTS, LLC III I'r- I SEE SHEET C7.5 NV IN: 544.25 (SD-16) O%B.61�F h g D. B. 4464 P 20J D.B.51891..548 Q 1 ti D.9.J50-5 P.180 /87(PLAT) I I ` \ I w I FOR DETAILS 0.81639 566�P2A r v Y \ _ D. B. 3/92 P.264 W \I/ - O 1. 1. 667 AC 5 V,) D.B.2717 P. 317 X-7 (EX GRATE) a \ - / �t T • n. rOP. 5.5 (W) y 1 I 544.25 _ - ZONED: Cl COMMERCIAL J D. B. 2284 P. 385 1 � S P PRESEN_T 1Z : COMMERC1.4 ,50 � I t roe HWPB.XIV P. l5/-158 INV. IN s476s (wJ I _ I FUEL CANOPY I �u° s ro HWPB.XIV P.200-207 INV IN 54 4. 30 (S) 1 HP:557.01 S I / SHEETZ STORE / ` °PI D,B.715 F..634(PL.AT) Nt! our. 544.15 (N) I s� I - _ FEE: 548.50 - - 4 \ - I NED: HIGHWA Y COMMERCIAL (HC) l �, - cn � � cs PRESENT USE: COMMERCIAL ?O=� - Y rn H552so I \ '°� \ \ _ / ' L� •w ��� ,Q / 1 r �- Cc CHANNELA E •w � � I X-7A (EX GRAT TOP: 559.41 GRADE BERM AROUND I HP: 557.01 ��. J - I I SD-4 .Ifs SD-3 GRAVEL lNv OUT.' 550.63 EX. STORM STRUCTURE I a CAR WASH \ ° _,I. ° ,� I/ I RIM: 546.21 I \\FIFE: 549.55 - y.1 � �' I' �1` RIM: 548.46 EX VOOT ORA/N ESMT F I PRO% #0649 002-15X -..T..- T 548: 0 �548.20 TC 54860 w. I� � I 15" HDP EF 9O I1 I I I 551.38 CANOPY DRAIN CONNECTION ti Ind I I i?55).10 549.54 54860 15HDPE _. RIM: 541.97_- - 548.21 548.00 ' i.• ,:..� .,'✓,-.,'�.. �.)'-.. .:;.: •,',., :..... \ I / CURB CUT 1A - 549.64 547.97 - - ' - - n.,�. . - `,., 550.98 547.26 '546.94 / y 1 1N=487 I / 548.30 D EP 547.65 SD-5 r 1 bw_4'i.5 1 c> 548 TC 548A5 RIM: 548.17 A � 1 � CURB CUT 1B � SD-6 `` 0 RCL 1 I I I I RIM: 548.35 ` Ex. sPRiNTicENTEL a ovPESMT 1 1 552.64 1< V /j 1 m PRO% # 9- - $ 546.75 546.64 \ B L d ROPANF TANH 550.84 O - - - - - - -T� - - 547.25 \546.97 N / m s 1 o EX INV OUT 541.96 1 Slay SS 549 / -- � + , 1 MNd deg. I I� S O / - - 548.11 I I \ 79 JJJ1 / I 1 / �I IS� :551.31 550.04 _..-- , °.® I III I554.47 SSA 55\ \ 549.40 - 549.15 , h� I � 4J� � .0 /f: -48.7 I 45.2 T/CENTEL Si � � � � � � b�- 4 554.47 553.78 #0649- 2-15 I I fi HP: 549.00 /� /. I LEGEND. I 549.60 548.67 / 1 HP: 550.55 549.86 ✓ ' ° Z sl nol I iS� t ( • HP:554.0\5 /. \ \ - _ - - - / , tw !° rat'ic� pole 4 / 5 STANDARD/ACCESSIBLE - bw 47.4 vauq � a, O O PARKING COUNTS - 1 550.29 ,.' 10' BUILDING/PARKING SETBACK LINE 55 - - _. 552 - 551.61. !� STANDARDCG-6 550.34 554.90 - - - - - .. - ------------ ------------- - - CG-6 SPILL CURB ----- s.... 552.31 . 39'57" W 126, 99' SD-17 -RIM:557.23 - _ _ _ - - - ???� ® CG-6 TRANSITION CURB - - - - ..... L _ TMP. 32 -39A � \ BENCHMARK N 55002'36" W 17. H' N/ WILLI�M SCOTT MARSHALL, TRUSTc OF THE FAM/L Y 557.17 _ X-2C RUS OF lE WILLIAM A. MARSHALL JR. REVOCABLE TRUST ® ADA PATH AND LANDING .__ ______ ____ N. 3935947.50 TOP 546. 60 ,Y_B V TOP, 556.88 SD-X8 E' ° - X-9 \ E 11501413.09 1Nv 00T.- 542.35 D.B.4464 P203, O.B.1639 5 6(PLA.T) gMP SOIL MEDIA INV. ,N. 549.5a �� �, \ �� TOP; ss4.73 STATE -ROUTE 649 (AIRPQRT RD) _ ELEV.-547.99- {/RVEr) -' INV. IN 549.21 -RIM: 556.49. INV. OUT., 550. 98 _---7 Wl _ZONFD.- Cl INV. Our. s48.33 j wl \ \ \8,600 ADT \ PRESENT USE OCOMMER lAL CONCRETE GRADING AND DRAINAGE PLAN 1" = 20': 0 20 40 W Z W W Z C7 Z W J v W z J Q N � w W Q w z z cn _j > z 0 O w p J Q Q Ozw Q m � Q z �Mmrm j TH Op Dr �Pp 08�18�2010 r2 DANIEL C. HYER 9 Lic. No. 45596, •`g7ONAL ENd` APPROVED DCH SUBMISSION W 2 PROJECI 1903600 THE WORI'\ OF L I N E + G R A D E C5mO I / 3 I 150�� E / PROP. TEMPORARY o\ I CONSTRUCTION EASEMENT g1 / TMP. 32 38A 1I TMP. 32 -398 z /F JOSEPH M JR 0 JUNEj TE�RY _ APPROAtI 5' WA TERLINE ESMT(a GREEMENT) 11 X- (EX. GRa TE) i.. I COMMONWEALTH OF VIRGINIA D. S. 4574 .676 k ' O.B.698 P..335 ANO P D•644 P.2/3 TOR 533.5E DEPARTMENT OF TRANSPORTATION D.B. 629 P. /04 (PLAT) INV UT 130.83 1 n / 0.3.4574 P.676 ZONEO: Cl COMMERC/AL HWPB.XlVP.200-207 PRESENT USE-• COMMERCIAL Aspholt1 z 1 HWPB.XIV P.151-158 EX. SA1�MH rn 1E ZONED.- Cl COMMERCIAL \ I NV IN 570 O214.47 1 I ice, PRESENT USE DETENTION POND INV. IN /525.72 1 / INV. OUP 525.67 1 - j EX. DRIPL lNE ti / SM1 / T S EX VaoTRISER � 1 DR9,pp2" � ► - NEW VDOT MH-1, 7' I.D.11 RIM:535,63 , INV- IN: 529.33 (SDI jPPROP CCESS EASEMENT 9G L A � r,. SD-8 V. INOUT., TOP 54/. 64 538.82 4F�_ i I INV. OUT. 529.79 - P�qJ� DI-3B, L6' ARV. WV ! /� S�DiB �'[ / RIM:537.84 w �� INV. IN: 533.48 (SD-B)/ wv / \ 48" DIA CONCRETE RISER WITH TRASH RACK �� INV. OUT: 533.38 RIM: 538.50` �„ x-3 (EX GRATE) \ INV. IN: 533.67 (C/O-B1). / �p FELINE / f / NVT /0. 529.40 INV. IN: 533.67 (C/0-B2) /5538� \S36 39 WEx. / I / INV. OUT: I INV our. Sz9. oo .�- 539 � �� � �� 537 � TOP. 537 / /' / 15" HDPE / I cX ORIPL lNE f / INV. IN 527 Bo 2 .15 q/ INV lN'52775 4855 / SD-13 .. INV. OUT52765 - 53 8./4'\ BMPB rr / DI-3 4' !' CHANNELB�/ "'T�"g�� -�- � _ ��` / SD-9 SEE SHEET C7.5 RIM: 0.00 VDOT ES-1 15 ") FOR DETAILS / \ \ cenvFc q I / INV. IN: 539.53 (SD-14) INV. IN: 538. )0 (SD-10) / INV. OUT:539.43 = i� ?1111 SD-7 / PROP. LATERAL CONNECTION i _ _ / ti RIM: 3 37 84 W / TO EX. SAN. SEWER /.45' _ .._, 539 w y0°35 OS� �i / 15. NOP� �' 54140 o INV. IN: 533.04 (SD-8) EX. 20' SAN. SEWER ESMT S �� E l � 542 = SD-12 INV. OUT:532.94 roP 55/ el i VDOT ES-1 ") 54443 \541 \ CSC \ I I I I INV M' S4L3/ SD-14- ��. ` I INV OUT: 54LI1 r{aIN VDOT MH-2, 4' LD.' /INV. IN: 538.10 (SD-13) RIM: 548 06 ,/ INV. IN: 539.93 (SD -A) f• � n, N� SD-10 ds, yo S4� INV. OUT:539.83 546 RIM:(5.26 INV. IN: 540.01(SD-11) AF SQ INV. OUT:539.91 x 5AN / 4" SDR-26 PVC EX. SAN MH �/ �j Toe 560.15 � e LIGHT POLE / r _ PROPANE' INV IN 54245 BMP A (TYP) (4) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO BUILDING - NV OUT: 54225 SEE SHEET C7.5 -7 / -SS-1 i (2) 4" SHED. 40 PVC ELECTRICAL CONDUITS TO CAR WASH I SR \ FOR DETAILS P Q p j SSMH, 4' I.D. J I ❑ I a RIM:548.00 INV. IN: 538.49 (SS-2) I I AA INV. IN: 538.49 (SS-6) /// SD -A INV. OUT:538.29 I I 48" DIA CONCRETE RISER WITH TRASH RACK 4" PVC LATERALS I 1 RIM: 544.75 I I SD-11J INV. IN: 540.42 (C/0-Al) TMP.32-39 I I DI-3B, L6'- °I N7F WILL IAM SCOTT MARSHALL. I INV. OUT: 540.30 15„ HOPE TRUSTEE of THE F4MIL Y TRUST of (� I RIM: 544.35 W } 1 THE WILLIAMA. MARSHALL JR. I I INV. OUT: 540.43 TMP. 32 -40 I III I REVOCABLE TRUST a AIRPORT AUTO INVESTMENTS, L L C o / S I 5A9 D.B.4464 P.20_5 0.9.5189 P.548 a N / 1 ' D.B.629 /04 /04(HLaT) 0.RJ503R180-187(PLAT) s I I: /cn SD-15 P. D.B.3/92 P.264 LI o / w VDOT ES-1( 15 ") SS-2 0 D.9.16,59 566(PL47) D.B.27/7 P.3/7 Xa (EX GRATE I INV, IN: 544.25 (SD 16) SSMH, 4' LD. L 667 AC (suaVEv) ° ' "' " ' ° " ' RIM: 548.85E ZONED: Cl COMMERC/AL I D.B.ZZ84 P.385 TOP., 556.35 m SD-16 HWPB.XIV P.15/-158 INV. IN 54765 (w) I I s INV. OUT: 539.08 PRESENT L/SE COMMERCIAL I FUEL CANOPY 4.30 (s) COn JD VDOT t8 3A I I INV IT.54 � GREASE TRAP HWPB.XIV P.200-207 INV. our. 54 4. 15 (N) � RIM: 548.36 __ / _ _ D.B.715 R 634(PLAT) _ I sA INV. IN: 545.21(C 0 1) S - INTERCEPTOR TANKS I I LIGHT POLE - SHEETZ STORE ZONED: HIGHWAY COMMERCIAL (HC) � '" - � `S I INV. OUT: 544.46 I i I i (TYP) PRESENT USE.' COMMERCIAL - 4" PVC TO 6,077 SF I i o y // I INTERCEPTOR TANKS FFE: 548.50 1, f I o X^ CHANNELA I I SD-4 I /// �cr VDOT MH TOP: 559. 43 -2, 4' I.D. xaA ( CRATE) 3 I RIM: 548.46 1 TOI s INV. IN: 541.18 (SD-5) GRAVEL INV. OUT: 550.03 CAR WASH ✓ I. ° I I I PROP. 10' Q FFE: 549.55 I _ 1 INV. IN: 543.01(ROOF DRAIN) Ex. VDOT ORA/N ESMT GAS ESMT -� INV. OUT: 541.08 9 \ .� r-, #0649 002 /58 s L ,e_ J PRO✓ STt i >:I sso I r I S'7 r ' 0 to \15" HDPE 6 ...." I .I I ,i �P 15" HDPE oQti - Q SD-6 71/' I 1 I `0, 3 VDOT DI-3A SD-5 RIM: 548.35 VDOT DI 3A EX. SFRINTiCENT>15DVFESMT I RIM: PRoJ #0649-oo2-153 1 cSs INV. OUT: 544.43 PRCP4NE TAN SS SS2\ PROP. 20' PUBLIC sso WATER SERVICE LINES COPPER INV. INV. OUT 543..84 S FUEL TANK �I I s1wy I I 3 UTILITY ESMT r I S (5) UNDERGROUND FUEL - % T VENT PAD n�J STORAGE TANKS ® ' °o I 1 I A5 I t >® I 1 -9. III SS4 FIRE HYDRANT WITH 6" GATE VALVE ° I I I � T/CENTEL 1 ll 15 CONNECT t (2) PROP. 1" WATER METERS „p�Q Aspholt GASSERVhEOINE / ----- J`SS--It -�--QQaQ� - PROP. WATERLINE "A" -/\ 55 ° ° 10BUILDINGIPARKING OWN SD X8 552 11 VDOT MH 2, 5' 1-D. N f, %� PROP. 6" DIP 5 _ _ _ RIM:556.49 - . N 55°39'57" W 126.99' - SD-17- - - - - - - DI-3B, L8'- - _ _ - - A2- 45° HORIZONTAL BEND- _ RIM: 557.23 WX2" TAPPING SLEEVE A3 N55°02'36"W 17- �r III I o I jY r I� � S 4p , SWIM C I� SEE SHEET C7.7 � TMP 3 N7F AIRP RT D.R. 02 D. S. 629 P. /, 0.626 AC ( NED. CI CO NT USE FOR DETAILS - X 2 (EX STM MH) 1 TOP- 534.53 I INV. IN 528.33 (W) INV IN 528.03 (SW) I INV IN 53178 (S) I I I INV. OUT. 527 83 (N) I 1 i i i I ' SD-C IVDOT MH-2, 4' I.D. RIM: 537,25 IINV. IN: 530.10 (SWM C-OUT) 'INV. OUT: 529.90 \ 1 I I I q / X 29 (EX CUL VER I ENO) INV. IN 5.56.10 14 1 CONNECT TO EX. POWER POLE WITH MIN. 150 kVA GROUND MOUNTED TRANSFORMER 4 / DI-3B, L6' RIM: 546.21 4�//NV. IN: 540.32 (CANOPY DRAIN CONNECTION) NV. OUT:540.22 o EX INV. OUT 541.96 i D bey=45.i f �"t* 4B.7 Iroffic/ Dote % 4A "nit v TMP.32-39.4 N/ WILLI�M SCOTT MARSHALL, TRUSTEE OF THE FAM/L Y X-2C 4US OF SWILL/AMA MARSHALL JR REVOCABLE TRUST I XB------7I------- - -A1 TOP. 546. 60 NV. ouT 54235 D.B.4464 P.203, D.B.1639 566(PLAT) TOP 556.eB 0 12"X6" TAPPING SLEEVE WITH 6" VALVE X-9 ST4 TE ROUTE 64 9 (4 /RPORT RDA 0. 061 AC (SURI EY) INV IN 549.58 INV IN 549RA/ ' TOP 554.73 INV OUT. 550.98 7/i-/-R7 17 WIDT177 - ZONED: Cl COMMERCIAL s INV. ouT. 548.33 w1� wf �0 8,600 ADT -� - PRESENT USE.- COMMERCIAL UTILITY PLAN 1" = 20': 0 20 40 W z J LLJ Q =z U) J > W ~ Q I- O O J LEI Q D' Q Ozw m J Q i TH Op 0811812010 r2 DANIEL C. HYER 9 Lic. No. 45596, •gIONAL ENd` APPROVED DCH SUBMISSION W 2 PROJECI 1903600 THE W0R1,. 01 L I N E + G R A DL C6m0 I PROP. I Eye 7�x TEMPORARY CONSTRUCTION EASEMENT / P� \ \ 150! 5 S49-55 . . . . . . . . . . . . . 35 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ------------- 097 08 --- e .. . . . . . . . . . . . . . . 1- —1 !1 . . . . . . - - - - - - - - - - - : . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . s 70 CONCRETE RETAINING WALL FUMPSTLJ PAD 10 \ \ 000, Jl# vv aaa -own V V V V V V 7 V V V V V V V V V V V 71 V 17 'V IV V V IV IV 'V 7 V V V ;IL 4. 74* I slwy 14tai aft, jull ,v 55,3775 , " —iv 126.79,— E vvvvv vvvvv 7 17 17 V 7 SHEETZ STORE 7 7 V 'V V V a a aV 7 V V V V V 7 V 17 V IV 7 V V V v 7 V V 17 V V V V V V I FUEL 7 V V V V V 17 CANOPY 7 V V V V V as V V V 7 V V V V 7 7 V V op 400 aaaaaa 17 IF 17 17 V V V V V V� V 7 V V V V V 7 7 \7 V \ CAR WASH V V V V V V7\717V vvvvvvvvv a 17 -7 V V V V V V� V . . . . . . 7 V V V a7 7 \7 V 17 V V a? 7 V V �17dV a �v 7 7 V 7 71, VAN ........... ID FUEL STORAGE TANK PAD F-7 '7 7 7 �7 1 10, , BUILDING/PARKING SETBACK LINE INFINF — — — — — — — — — — — — — — — — — — F — • lZI /V — — — — — — — — — — — — — — — — — — — — — - - - - - - - - -- - - - - - - - - - STA TE ROUTE 64 9 (AIRPORT RD) 77/11�17 W0�� 8,6 00 AD T U '02.36 - W 17. PROP.ACCESS EASEMENT d 4 MATERIALS LEGEND: ASPHALT (47,099 SF) CONCRETE (11,577 SF) PRESERVED LANDSCAPING (1,103 SF) STREET TREES PLANTING STRIP (5,918 SF) MANAGED TURF (24,171 SF) h F-777j INTERIOR PLANTING AREA (8,189 SF) STRUCTURES (11,965 SF) BIORETENTION FILTER (1,476 SF) LANDSCAPE LAYOUT AND MATERIALS PLAN 1" = 20': 0 20 40 2 Lu z J T H 0811812020 DANIEL C. HYER Lic. No. /,5596, ZONAL S�6 APPROVED DCH SUBMISSION NO. 2 PROJECT 1903600 T H E W 0 R K 0 F L I N E + G R A D E C8.0 �. 956, Zg0 I I, 3 " LANDS N/F N 3, COMMONWEALTH OF I/LRCIN/A DEPARTMENT OF TRANSPORTAT/ON P119 OT200-00-00 Oi8B0 � � r TAX MAP j2-T9B y� ,, yl i ` ZONE. C7 COMMERCIAL / �:�= U_SE.• l�OT SP/LLWA_Y \ LANDS NIF 1 TERRY, ✓OSEPH M JR OR ✓UNE K P/0.• OJ200-00-00-OJ840 t' TAX MAP.• j2-J84 p D.B. 4574 PG, 676 1 ZONE' Cl COMMERCIAL l/SE. SALON AND CRANLTE1MARBLE S4LES / MAP at i \ p a #9THc�F000W' L� = / i VV -- r--- ------� 1 �•°t '` RFMff C4P WITH 6AP 11 ANDS NO EtEv�S 63a /� TO /NIiESTMENTS, LLC 00-00-00-04000 YAP-,T2-40 -- } 5189 PG, 548 HIGHWAY COMMERC/ALf, %B/L E_SERkEE STAT/ON l y I I ij � I •'' 'a o n - - � N17.14:SWT O.j7" J TO RE84R FOUND �s OT Za 1PL0 n , r , "> nl I I 1 41 PLO I \\ 1 1 9ENUWARK..`� 1 ,.p I // -- 543L-."" �\ ,I I I �♦ v J1 1 �/ ' (�i •.ram I 1 -7: I 1 11� J, I 1 z PLO ^ t � � ----'J,5i Y � � \ I ,L�, ❑O _. _. - � ✓DOT MG II o -`- �_— I �; 1 I , I I I j ❑❑ // J< _- fir - — 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 1/50 X 275 =5.5 LARGE TREES REQUIRED (PER ZONING) 32,7.9.5 SHRUBS ALONG PUBLIC 1135 X 275=7.8 LARGE TREES REQUIRED (PER ARB) LANDSCAPING STREETS. WHEN A PARKING 8 LARGE TREES PROVIDED LONG STREETS AREA IS LOCATED SO THAT THE PARKED CARS WILL BE VISIBLE ADJACENT TO PARKING = 59 SHRUBS PROVIDED FROM AN OFF -SITE STREET,... SHRUBS SHALL BE IN A •+" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE SINGLE ROW PLANTED FIVE FEET REQUIREMENT ON CENTER. AIRPORT ROAD U.S RTE 649 LANDSCAPING ALONG THE FRONTAGE OF ENTRANCE 300 LF STREET FRONTAGE (USABLE) COMPLIES CORRIDOR STREETS SHOULD ARCH. REVIEW INCLUDE THE FOLLOWING: 1/50 X 300 =6 LARGE TREES REQUIRED (PER ZONING) 1135 X 300 =8.6 LARGE TREES REQUIRED (PER ARB) BOARD DESIGN 9 LARGE TREES PROVIDED GUIDELINES LARGE SHADE TREES SHOULD #32, A) BE PLANTED PARALLEL TO THE ADJACENT TO PARKING = 51 SHRUBS PROVIDED LANDSCAPING ENTRANCE CORRIDOR STREET. SUCH TREES SHOULD BE AT LEAST 31/2 INCHES CALIPER "" INDICATED PLANT MATERIAL UTILIZED TO FULFIL THE (MEASURED 6 INCHES ABOVE REQUIREMENT THE GROUND) AND SHOULD BE 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 7,973 SF PROPOSED CIRCULATION AREA SHALL BE ZONING LANDSCAPED WITH TREES OR 32.7.9.E 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: 47 ONE (1) LARGE SHADE TREE (1 CANOPY TREE 110 PARKING SPACES) PER TEN (10) PARKING REQUIRED CANOPY TREES: 5 SPACES. PROPOSED CANOPY TREES: 7 "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 SHAL_ BE 32. SCREENED FROM ADJACENT SITE FEATURES COMPLIES SCREENING RESIDENTIAL AND RURAL AREAS DISTRICTS AND PUBLIC STREETS: EVERGREEN SCREENING PROPOSED ADJACENT TO REFUSE AREA (1) LOADING AREAS; (II) 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. (34%) 23,614 SF PROVIDED TREES IN OFFSITE PLANTING EASEMENTS ARE NOT INCLUDED IN THIS CALCULATION. mz�u�' C7 00 wt� lod> W F aEn g Qm©�ra �I r U � C, 1® OG�En a om O & F o REVISIONS REV DATE COMMENT DRAM BY CHECKED BY 1 8117/20201 COUNTY COMMENTS AR 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. PROJECT No.: V198402 EES P- O B D S- S D E P DRAWN BY: ATR NOTE, CHECKED BY: RTY DATE: 02/14120 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO CAD I.D.: REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF v� _, EES SHALL B -RUNE. PROJECT'. _ 1 5 , _- .-_.. -- - --- t - - MINIMALLY ANDONLYTO SUPPORT THE OVERALL HEALTH OF THE lop S_ F T,r I PLANT INTERIOR PLANTING AREA v ,—I I I INITIAL ffA I1' 1 � �m�, ��� � � �'� � I ,� • dull' �� z: I OLXW>> 2 PLO +7 TER , n.7 411tiv 1 4 O` II i �'®� \ •'lei%�ii �. • Il17,vII�� f 1.� , l a' -fig �� -, •.�. �j��lllllllllllll�lr�\� �I�JSd1a�L �11�AL�1�17T����_ _ _40�_al ., m ter'" J k AIRPORTROAD RIGHT OF WAY A • _ - -ADJACENT PORTION 311 LF (USABLE) i e-_— _It , / r , 1 1 e e e e e / 03.99' - _ 17.03' _ yf/// 1/ l - GFNERAL NOTES: 1 PLO' S8031 $4 `I•; 1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. -- `I Qj,3' TO __ 2, ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS SODDED LAWN IN ACCORDANCE WITH LANDSCAPE A' SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN, ADA ROUTEI SIDEWALK + �v o NOT APPLICABLE - 30 LF - - - - - - - ti� - va e o •` '� /'� 3. CONTRACTOR TO PROVIDE AN IRRIGATION DESIGN FOR BOTH LAWN AND BED AREAS. DESIGN IS TO BE SUBMITTED TO THE PROJECT Y a ��•- - - - - - - - "sy - - - -+n- - - LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT. c eY T - , I 4. ALL LANDSCAPE BEDS THAT ARE NOT ASSOCIATED WITH A STORMWATER FACILITY ARE TO BE INSTALLED WITH WEED BARRIER FABRIC (SEE c DETAIL). _ / _ r _ _ _-_ _ _ 5. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE USED AT THE BOTTOM OR SIDE SLOPES OF STORMWATER BMP FACILITIES. I 6. SHRUBS PLANTED ALONG HEAD -IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE OF FIVE FEET FROM FACE OF CURB TO s / ALLOW FOR BUMPER OVERHANG. 7. WHEN APPLICABLE, CENTER OF PROPOSED ORNAMENTAL OR EVERGREEN TREE SHALL 8E OFFSET 6' FROM THE BACK OF RETAINING WALLS (11' FOR SHADE TREES) TO PREVENT WALL FAILURE. FINAL PLANTING LOCATIONS SHALL BE COORDINATED WITH THE WALL DESIGNER. AIRPORT ROAD - RTE. 64.9 / I _ B. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; IYAR/ABLE WIDTfL R/_CHI-OF-YI!�Y + / 70 20 THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE / J OVERALL HEALTH OF THE PLANT � OWr+Y � s / j t l3 iPJs7f7ifS�Fo % �� ! d 1 111=20' LANDSCAPE SCHEDULE KEY OTY. BOTANICAL NAME COMMON NAME CAL.I HT. CONT, CANOPY TOTAL SHADE TREES GTI 11 GLEOIISIA TRNCANTHOS INEWIS THORNLESS HNEYLOCUST 3112'CAL114-IW B*B 541 EACH SRI NS B NYSSASYLVATICA SOURGUM OR TUPELO 3117 CM.11416' B+B 161 EACH 164E PLO 11 PLATANUSOCCIDENTAUS AMERICANSYCWORE 3117CALIWIT B+B 1475 EACH 16225 SUBTOTAL: 30 TOTAL 23,614 ORNAMENTALTREES CC 11 CERCIS CAMENSIS REDBUD 2'11701W&10' S+B SUBTOTAL 11 DECIDUOUS SHRUBS ARB El-v AROWARBUBFOLIABRILUANTISSIMA' REDCHOKE8ERRY 34HTAS 95 CAN SUBTOTAL EVERGREEN TREES AND SHRUBS PLS 10 PRIINUS UUROCERASUS'SCHPK4EN515' COMMON CHERRYLAUREL 34'HT.BSPREAO #6 CAN TER 14 TAXUS BACCATA REPANDENS' SPREADING ENGUSH YEW 24'HL d SPREAD #5 CAN TOE 10 THUJA OCCIDENTALIS'EMERALD GREEN' EMERALD GREEN ARBORVITAE 5RHT Bill SUBTOTAL: 34 SITE PLAN FOR PROPOSED DEVELOPMENT ROUTE 29 8 AIRPORT ROAD CHARLOTTESVILLE, VA ALBEMARLE COUNTY, VA BOHLER// 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGIMA 20186 Phony- (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com 04IMB"l0 9'1O 08-17-2020 scq PE 8111.1 TTITIT, LANDSCAPE PLAN SHEET NUMBER: C=500 REVISION 1- 08/17/2020 II b.o b.o` Io.0 b.o 114 SA CA B0 bA bA CA bA ho bA b.a to bai0, .0 .o b.o oo bA bA b.o b.a b.o `�,Ao .0% b.o bA bA b.p bo bA bA CA b.o b.o bA bA D bLo bA bll bo b.a b.0 �.o b.D ba A b.o 'DO I to `bID B0 CA ba bA CA bA ba CA bA ho ba 'Do b b.o bA bB go b.0 bA bA b.a &A ffu.off 'A b.o bA bA b.a bo bA bA b.o Ba bB bD 60 b bB b.o b bD bA 1A .o B bA bA bA ba -0D bB S.0 SA '0A b.0 bA IIA bA 60 'Co lIA .a Bo b.0 bo bo Co 60 S.0 'Ba Bo p0 � SA\ bA A OA SA SA bA bA SA SA bA SA bA Bo bo bA bA �� bA 0, bA 0 b0 SA bA bo IlCA CA' ho to ba Bo b.o bA ba bA bA ho bA .a CA b.o 'CA bA CA 6.0 bA bA to '0.o rL&p bA `ool b�\ OA b ba b.o bA ' a u.o ba bA b.o b.o D bo ba o olo bd b.o ba '�o b.D ho ua ha Bo u.o b.o ba b.o b ba ba u.o go b.o 0A 0.o u.o h.o bA b.a b.o Bo u.a bo .�p.o b.o ha_,-b� CA CA o. 6. o. 5, b.+� uA b o� o.a ha .o o�D b� r )1 1 b.0 b.0 b.a :0 b.0 oa bA b:0 b.0 b.0 b.0 .0 60 bA S.0 b.0 b.0 b.0 bA 0.0 b.0 SA b.0 S.a b.0 60 bA .a\ S SA SA soI bA' SA SA bi b1 b.i 1.2 .1 b.1 .0 b b.a b.o .o b.0 SD S b.0 bA b.OI 0 60 0.0 0.0 U.o 0.0 b.0 6.0 b.0 bA b0 bA b.a 0.0 0.0 b0 bA 0.0 fi.0 0.0 oA 0.0 b.o 6.0 b.0 0. 0. bA bA 6.0 b.t b.1 b4 0.1 0.1 b2 b.9 0.4/ bs b.1 I OA 60 bD 0.0 bA b. bA bA bo b. o bA lIA CA .0 bA .o bA oo bA b.o 0A bA bA b.0 bA 0A b.o b.a b.a bA bo A to Bo b bA bA b.1 b.1 b.1 1.1 b2 ba BA b s .1 a b.a bo bo f o b.b Go Igo oa b.o bo ba ba �A b.o b.o b bo bo bo bo b.a ba o.o bo bA b.0 b.o ba b.a CA bo ba ho b.. \A b.a b, b1 61 02 be bs .) i2 � 03 �A a b.a oa oA bo bA 00 bo bA b.o�bD b I ba bo .o b.a u.o b.o ho b.a .a '.a b.o b.o ua b.0 0.o b.o b.a b.o b.o\bD bA ba ' o h1 b.1 ba 2 9 bs (re t2 ,�/ 2.3 25 16 1.0 jI,5 0.3 0.'., 00 to bo o b oP �j bo bo .o bo ba ba u.o h.o ba u.o bA ho bA u.a Bo h.o u.o u.a '0.o b.o b,a 0.0 0.1 bt ,+ b.t u.t h .+ b.. a bs + 'i.e 3.e 2e 2,7 ,a-$4 o.z us b.o bo bo +p0 b�O 8.0 b/ bo o:D l ba bA bo b.o b.o uo bo bA o� bA b.o Be Bo b.o bA o.0 61 .1 b.1 61 0., 61 b1 o.1 \ 01., , b 0.1 01 b9 is is is 13.2 ;3,e 2i 0 i o 1 `Ro IDA bo bo bA 64 K 11 \ / bA 'DO 0.o fy6 D CA oa b. bA ba oa ,$A b.o 0o Bo b.a o.a Vo bA oA o.l 0.1 a1 , O.t b.t b.1 o.z u2 IL o.1 a.1 0, os bA bs i.2 i Se '4A '+ bs o .tN o.a o:o bo �o.o a / C \ b.o bA bA /D hol CA a CA 0.0 bA bA b.o h0 ba bo bA CA b.o b.+ b.l b.1 of o2 b2 0. o., a b2 ba bs o 1 3s is 4 32 bs P+11 ' 0 bA bo bD a \ bo ba o.o b.o bol ua ,! bA oA by� b.o ba b.o bA o, b.t b.a b, o., b.t h, o.l z 0A h �.§/ o.o b2 52 bs be i. 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'1 1.6 12. 2.a 141 to 0.5 CA 03 03 04 07 t3 19 to 2.0 1 -'bt 0.0 0A / 0A bA to fi.0 0.0 0.0 b.o 0 b1 IIA b) 69 bs 8e A BA b A b.s 102 b2 ozj'�02 b2 bA b.A _ _ 0.3 0.2 rl b2 bi--. 0.2 12 bA b ba 0.0 bs bs oo oP bo bA b.a bo b.o bo bA bA .1 &2 04 0A CA 3 0' 0.1 0.1 P1 BI b2 bs BA b.s o2 b o b2 02 ba b+ ba o.I ba b2 b2 b2 b2 b1 bn b.1 ba bs ba ba C4 ba b2 00.. oo oa "2�o- b bo bA b.a b.o u.o bo ba bo �. /ELS ARE THE RESULT OF REQUESTS BY OTHERS YARD ASSOCIATES IS NOT RESPONSIBLE 00 b.o b.o b.o ENTS CAUSED BY INSUFFICIENT LIGHTING S NOT RECOMMEND THESE LEVELS FOR 0.o b.0 bo b.D IECURITY AND SAFETY REASONS bA ,'o�p A bo bA ba bo 0A 0o bA ba /0� b+ b1 b.1 b.1 0.1 b.1 01 16.1 b.1 b+ 0.1 b.1 b.1 oSTAW R@WTE di49 iAIRPoQRTbRD) 0.1 b.1 0.1 b.1 B.1 be b., b.1 1.1 o.1 b., b.1 bA Bo b.o b.o bA .o bo bA b.0 bo b.o bu bA CA APPRORaROW WIDTRT-90' 8,600 ADT 'So oD 'Co o.1 b.+ b.1 b1 b1 o+ bA o4 o.0 0.0 bA ba 0A bo Bo bA OA 0.o bD bA bo bA 'DO bA. Vo bo bA bA bA Bo 00 00 00 on Co bA aA bD ou 'Do DO bo b ba red leonard assoolates 1340 Kemper Meadow Dr. I Cincinnati, CH 45240 1513-574-9500 www.redleonard.com ILLUMINATION LEVELS ARE THE RESULT OF REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS N e .2 T zE :D Q N 03�&� Of 0 . > Q1 0 0z a 0i i 3 N CE LOCATIONLUMINAIRE LUM NO. LABEL MTG. HT. TILT 1-16 A 17.42 0 17 - 28 B 11.33 0 29 - 36 C 3 0 37 - 39 D 9.33 0 40 - 44 D 12 0 45 - 48 E 12 0 49,50 E 10 0 51 F 1 170 52,53 G 20 0 54 H 20 0 55 J 20 0 56 - 64 K 20 0 65 L 20 0 66 M 20 0 NOTE: - ALL AREA LIGHTS ON NEW 17 FT. POLE MOUNTED ON 3 FT. CONCRETE BASE NOTE REQUIRED BY ARCITECTURAL REVIEW BOARD EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EXCEEDS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS OF ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. NORTH GRAPHIC SCALE 0 30 60 90 120 FOOTCANDLE LEVELS CALCULATEDGRADE LABEL AVG MAX MIN AVG/MIN MAX/MIN RIGHT OF WAY LINES 0.16 0.5 0.0 N.A. N.A. SITE PAVED AREA 3.95 16.8 0.3 13.17 56.00 UNDEFINED 0.29 7.2 0.0 N.A. N.A. UNDER CANOPY 24.91 36 14 1.78 2.57 OWNER/OWNER'S REPRESENTATIVE TO ADJUST DRIVE CURRENT ON FIXTURES A, L, & M VIA DIAL ACCESSED IN DRIVER ENCLOSURE TO SWITCH POSITION NOTED IN DESCRIPTION COLUMN OF LUMINAIRE SCHEDULE bA D s .. bv 6.0 bo bA bo 0o D bo bo bo out b.o bo bA bA too bo ba bA 0.0 140 ba 0.0 0.0 1.0 bA b.o 1.0 bo - b.o bo bo bD aD ba hD CA b.o bA CA bo bA bA bA CA to bA bA ba bA b.0 bA Co ba CA bD - - - - b.o bo bo to bn ba bA bo CA bA bo CA bA oo bo bo b.o bA ba bA CA b.o bA to OA to b0 SYMBOL QTY LABEL ARRANGEMENT LUMENS DIMMING (LUMEN MULTIPLIER) LATF LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER CATALOG LOGIC 16 A SINGLE 14376 0.720 1.030 0.742 B3-U0-G0 91.79 1468.64 CREE, INC. CAN-228-PS-RS-06-E-UL-XX-700 (SET TO SWITCH POSITION 3 IN FIELD) 12 B SINGLE 484 1.000 1.030 1.000 N.A. 6.9 82.8 B-K LIGHTING, INC. BKLT CH-LED-e69-FL-BZP-12 (BY OTHERS) 8 C SINGLE 1441 1.000 1.000 1.030 Bl-UO-G1 22 176 CREE, INC. PWY-EDG-3M-P3-02-E-UL-XX-350-57K 8 D SINGLE 2947 1.000 1.030 1.030 Bl-UO-G1 36 288 CREE, INC. SEC-EDG-3M-WM-02-E-UL-XX-525 -b o .a JA 0 ao 0 A o A as oA a a u.o b.o bA bA bA '0A bA b.o 0.0 b0 - - - - 6 E SINGLE 5893 1.000 1.030 1.030 B2-U0-G2 68 408 CREE, INC. SEC-EDG-3M-WM-04-E-UL-XX-525 1 F SINGLE 11678 1.000 1.000 1.040 B4-UO-GO 86 86 CREE, INC. OSQ-AAXXw/PGM-1 +OSQ-A-NM-15D-B-57K-UL-XX 2 G SINGLE 11648 1.000 1.000 1.030 B2-U0-G2 86 172 CREE, INC. OSQ-DAXX+OSQ-A-NM-4ME-B-57K-UL-XX I- 1 H BACK -BACK 11648 1.000 1.000 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX+OSQ-A-NM-4ME-B-57K-UL-XX 1 J 2 @ 90 DEGREES 11648 1.000 1.000 1.030 B2-UO-G2 86 172 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX 9 K SINGLE 8950 1.000 1.000 1 1.030 B1-UO-G2 86 774 CREE, INC. OSQ-DAXX + OSQ-A-NM-4ME-B-57K-UL-XX w OSQ-BLSMF 1 L SINGLE 8950 0.510 1.030 1 0.525 B1-UO-G2 45 45 CREE, INC. OSQ-DAXX+OSQ-A-NM-4ME-B-57K-UL-XX-Q2w OSQ-BLSMF 1 M SINGLE 8950 0.720 1.030 1 0.742 B1-UO-G2 62 62 CREE, INC. OSQ-DAXX+ OSQ-A-NM-4ME-B-57K-UL-XX-Q4 w_OSQ-BLSMF DESCRIPTION REVISED PER REVIEW COMMENTS AND UPDATED SITE BASE PLAN W a Lb- Lu z J N W Q W zZ L.L Cn J > LL.I F- Z O (n o J w Q � Q Q Z W 0- Ill CrJ CQ I z W uj z z LLA w G O O TH Op� M11,15 2o2o 21 DANIEL C. HYER Y L1c. No. 455962 /ONAL E� APPROVED DCH SUBMISSION NO. 2 PERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS RED LEONAASS' WIFFTWAREPROVIOEHHAVECNOT OESERNC OEOI'N FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE UANTITIES MAY VARY. THESERDOCUMENTS ARE THE PROPERTY OPRODUCT SPECIFICATIONS ANDFREDLEONARD ASSOCIATES,INC. SCALE: LAYOUT BY: - PROJECT NAMEWHICH SHEETZ PROJECT 1903600 ADDITION. ME USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL OVANTITIE513NOT F MENDED TO REMOVE THE RESPONIESITNOFNTE DER TOREMOVETE ANY USE OF THESE DOCUMENTS WITHOUT THE WRTTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED . ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED p'=30' DAR ALBEMARLE, VA pla T H E W 0 R K O F COMPLETENESS OF ANY RILL OF MATERIAL AND MATTHE LAYOUTOR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL STATE, OR ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRETESTPROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS, ACTUAL PROJECT CONDITIONS DIFFERING FROM DWG SIZE' _ D DATE: 2II SIZO DRAWING NUMBER'. L I N E + G R A D E FEDERAL STATUTES REGULATIONS OR OTHER THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS REQUIREMENTS. OR THE REQUIREMENTS OF ANY RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE RL-6591-S1-R1 INSURANCEGROUP, ORGANInTIONORCARRIER ELECTRICAL,UGMING, OR ENERGYCOM REGARDING LJMINAIRES AND THEIRAPPLIC ITION. C900 TOPOGRAPHIC SURVEY TAX MAP 32 PARCELS 38, 39 AND 39A ALBEMARLE COUNTY, VIRGINIA This Topographic Survey of Tax Map 32 Parcels 38, 39 and 39A was completed under the direct and responsible charge of Brian D. Jamison, Licensed Surveyor No. 3334, from an actual *Ground survey made under my supervision; that the imagery and/or original data was obtained on 11/07/2019, 11/11/2019, 02/07/20 and 02112120; and that this plat, map, or digital geospatial data including metadata meets minimum accuracy standards unless otherwise noted. i �enc js� i I +-Aprox. 5' Waterline Esmt.(Agreement) ��-� 1 I I D.B.698 P.335 and D.B.644 P.213 beginning at the water box now located behind that structure existing on the property, and running in a westerly direction to the base of the natural slope and thence procee X� toward the south along the western boundary as near as possible to that boundary wits infringing on the natural slope" \ \ 1 I TMP.32-38A � / \ N/F TERRY D.B.4574 P.676 // \\\\ D.B.629 P.104(plat) i I / J 0/ TMP.32-39B COMMONWEALTH OF VIRGINIA I I I NOM ete I I I DEPARTMENT OF TRANSPORTATION I I wI I I D.B.4574 P.676 `1 1 Sim -grate 1. A Title Report was Provided and used in the preparation of this survey. �/ D.B.4574 P.200-207 _ t 1 Top=533.58 2. Miss Utility Ticket No: B003400793-008 ; I I I HWPB.XIV P.151-158 Riser I I I s;� ( 10=530.83(15"rcp) Ticket No: BO03400793 Rev: DOB Taken: 02/03/20 10: 17 AM _11 _ " - - --`" i / I'I ` I j Tap=541.64 1 1 Asphalt gravel"---__ARv. j / 1 Ii1 10.=538.82=532.44(15) /�l / J I dJj 1 3. Utilities and Easements other than those shown may exist. i wv. (3) / I ` 0=529.7924rc 1 ) V 1 �# wv S. 30"RCP. ( P) v I I I 1 SS.Mh. Tom i3�47 / II-525.72( t) / �, 1 67 15'ACSA Waterline Esmt. i /"/ / - ,•� I \ \ \\ �� /'� Ex. gCSq (as shown at) /"/ / I �`--!~`�f �•�/��f ` \\� l` I 1 Z pra . E • D.B. 1600 p 91 ES ), D.B.3503 p.180-187 /' / // \ \ �_�- �� /'��� 1 0 . • �1ot D.B.525 643 �j P gravel II I / \\\\� ��� ��� /// ��� 1 6 0 • /'� , l ° . . • /grcP' 1 olio , , f l�~y�yyy w ca 1 -grate _.�'� • P SSAll 48. 4' " �. Top=534.55 Top=537.5.Q'n,� IF. 11=529.40 .861 l w� 10=529.00(15"rcp) j/ Ih=527.80 / _ �• Stm-Mli. fence �^�' __11.=536.83 � I To `51.81 choinlink, ^ -. _ �,� IS 527.65 n I I I 11-541.31(30"rcp) 0 -� 0.=536.36, g\ a 10=541.11(30"rcp) J p 1 I .I. ,�" •-• �"'"� I ��� �._ \ \ I a°n a°n aen aen aen ae "cam... \ 1� Top=54256 15 �, I „� •- i 20.Sev+�68 "" �y II=.4 •.,I., ° „ a I �p.B.3597 P // / , V ravel g ve NEW PARCEL, \0-542. ec. ' , «m / „oz 2.353 Ac.(Combined) Meters rMP.32-39 Asphalt N/F WILUAM SCOTT MARSHAL, ' TMP.32-40 3I • I I TRUSTEE of the FAMILY TRUST , 51°rY lock V o AIRPORT AUTO INVESTMENTS LLC I „ q I' ' e & cinderb TMP.32-3u D.B.5189 P.548 dl ,� o ` I I WIUJAM A. MARSHALL�JR. REVOCABLE TRUST Fr°m �3514 drains \ v N/F AIRPORT PLAZA LLC I o • hr---9393 gravel 1'1- o D.B.4464 P.203 0 $ I I D.B.4464 P.203 na o I £ D.B.4622 P.319 D.B.3503 P.180-187 lat) I D.B.3192 P.264 c t D.B.629 P.104(plQt) D.B.3192 P.264 P I I I D.B.2717 P.317 a D.B.2717 P.317 I O1 I I \ D.B.629 P.101,104(plat) xtA,o' I \ , as o 0.626 AC.(suN9y) I'. O1 I cn D.6.2284 P.385 - I I ; ti � \ D.B.2284 P.385 "" «O ina frame shed H.W.P.B. XIV P.151-158 1 '�� I \ H.W.P.B. XIV P.151-158 �, ,y , / / \ t : a H.W.P.B. XIV P.200-207 I I ^ i �.l H.W.P.P. AV P.200-207 c � �-.� r/��� \ �1 � D.B.715 P.634(plat) I 'r' I D.B.1639 P.566(plat) `--- \ / \ • I e _ I - I : ,, \ I 1.667 Ac.(survey) _\ l / � �\ \ � AN nNut Stm-grate\'.aa`\ (( drams Top=559.43 I y I g { , ! , : fence, \ 11=550.03(12"hdpe) I I ' Sim 556t35 I "^ �\ IT _- LJ I ' II=517.65 12"hdde) , 1 N d - ` °.. / \ j • oU y 0 ey= ;I =- _ 11=5, 4.30�30"rcd) �, dQ I & e _ �, _, - � _ -_ -,- - . ` J // \ _ `- 10=5•t4.15(30"rob) 8OIL 0' �� ^u I -tom I oo= N E fence �\ m- IL a,° ,an, ro drain a�, / I Ex. VDOT Drain. Esm't - �'j -- _ i o " t sazsz \ i`\ Proj.)j0649-002-158 �It j } oil oP I \ qii I\ I m I-526 tanktw=5 „� \ 1 ..tlorain' I I w) m e� „" co. i' of i V - ( T In ICNI y y I .11.1., co. nw=4s.a+ NHVAC �,.0 l V o 38.3 °w. �. Tv. ntenae V -ai ..... ;.*.,;.,'^---x•.-.", ` II i I of att'©; s ", .. i v Elea a, 2 Story Frame o 1 �y;,j7�` t" x• I 1 _� t> ff ale N w/bb1831ent ! C_ n 1 Story /\ •�\ - Q cinderblock shed #1821 fence \ rAINf ©' drains 36.0' stone CZ)atio P.32-39A 01 -------' --------- NoM MY.-- I TRUSTEE of FAMILY TRUST 9ravel aN • SCOTT • a i T - \ Of the o 1 1, -- --- /.o I e I gray I T� ,` - D.B.3192 P.264 t IF. `> I li I WILIAM A. MARSHAL JR. REVOCABLE TRUST. II D.B.3164 P.203, \ S1 /Asphalt y1- I I rn3 D.B.2717 P.317 .I..�� I; I I D.B.2284 P.385 a 3m N1M I H.W.P.B. )aV P.151-158 i • I nit pae \ „".n I H.W.P.R'XIVP.200.207, %of window I B..1'639 at) well I I -- - \ �nc. °wIt 5, B.620 P.1051�1(tb(P�) S19'22'33'W l i ° I c. P ballar - coot lid en 30' d n I ---- Ex._ riot Centel Esm't �. Oa. DominionP 10649w002t�58o panel s �L - ; Ex. y /_ - - _ Proj.4� 002-158-_-.----- N P--------- --- -- --- gravel oTV I I phone s _ - -57" - - - _ - - N55 °39 W 126 99' • " I "� _ - i IF. I 1 I wa eTr a". I .,�.°, Y\gravel------------- _ N6 =; SSIF. elec. s ^ �. IF. -- -•4 I. 7,5 96 D.I. - - - - - - Elec. &I VA ---------- Top=559.97 - W� ., _ 9A ..,;:-_ _ a. m-ji u H41 Y e TM 3 ola ware Inv 554.76 / N55'39'57"W 243.29' ~Pole .r ------- 0.061 Ac,• ' IPed. 1 .,. 10=554.55(30"rcp) __ S33'39'14"W------------------ I oaf hlmneY rr' ,TH OF A ix '� BRIAN D JAMISON a No. 3334 Top=556.88 si n mailboxes 14.46' {stxveY) S19'22133" drain c ,Iv,n� 11=549.58(15"rcp) I airport IF. 39 /signal 11=549.21 15"rcp S ahead si n tw=48.7 traffic 10=548.33(30"rcp) I I.� D.I. N '44 "W 03 w=47.4 pule Top=554.73 sign " IF VDOT IF. 0 I I \I \ I • s l e airport r,t o-plaza _ �n s slgIn • 0 d not 1 Inter witoss J atd ' fr I it I I wit. ess I I I I I s IT 4 I Flt9f -4a.i J =4 F '1 „^ 10.= 1.96+- 18" cp /tw=48.7 bw=45.2 pole 11.=536.10 (150 CO "cmp) m LO �{o ^a � °nQ wXX L map paa c33 Q =_ co VooT D Vaults I 10=550.98(15"rcp) highway bkw cap STATE ROUTE 649 "" X1 ■O 1-00 (Variable) HM,13,B, XIV pp.151-158 Benchmark DI. n H'WP•B. XIV Iron Wlfh N55'02'36"W n Top=557.8s PP.200-207 D.I. I SCALE 1" = 20' 0 17.11' (tie) Top=546.65 s `� _- - --- - - J RGA cap 10=542.35(15"rcp) o zo Io o zo 40 D---- I. DI. EL= 547.89 d W Top=559.42 Top=557.85 0 0s " � 2 10.=555.09 nv=550.40(N I SCALE IN FEET Inv=550.42�S� \ - Inv=550.38 W I s Q:\RGA\TMPROJ\ 19.0679 ALTA\TOPO_PH-2, pro 1 I 1 N1 I a WI INI -EsriT(ar,RCEr>ENr� � Ou TW 538.60 I I I I I I I I I STM MHJ I 70F, 534.53 /M! /N' 528.33 (W) /NV //V 528. 03 (SW) /NV /N. f I PROPOSED ACCESS EASEMENT I I / I 128 (EX CUL IiERT END) ��� /NV /N.536.10 I / I PROPOSED ACCESS EASEMENT EXHIBIT 1" = 20': 0 20 40 W Z 0 Lu W W Z C9 z W W z J V J z N W WQ W z W Z c� W Cn J > 0 Z Q ui ~ � U) O (n o J w W tQ U Ozw Q o0 J 0 Q W Q Q r � V / TH Op--'l 0811812020 21 DANIEL C. HYER Y Lic. No. 45596, /ONAL E� APPROVED DCH SUBMISSION NO. 2 PROJECT 1903600 T H E W 0 R K O F L I N E + G R A D E X2mO