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HomeMy WebLinkAboutARB202100040 Plan - Submittal (First) 2021-04-05 (2)GENERAL NOTES APPLICANT: 05BA2-00-00-02100 ' SCOTT'S IVY EXXON 4260 IVY ROAD SCOTTS IVY EXXON CHARLOTTESVILLE, VA 22903 OWNER: SR&DR LLC 1OJ1 N KESWICK,TQA2247 FINAL SITE PLAN AMENDMENT & ARB PLAN SDP202100000 ENGINEER. COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scot t0collins—engineering. com TAX MAP NO. 058A2-00-00-02100 (D.B. 5139/ PG. 134) AREA 1.587 AC ZONING C-1 COMMERCIAL, WITH FLOODPLAIN, CRITICAL SLOPES, & ENTRANCE CORRIDOR (EC) OVERLAY DISTRICTS NOTE: A SPECIAL USE PERMIT (SP 2020-06) WAS APPROVED BY THE BOS ON AUGUST 19, 2020 FOR THE USE OF THE PROPERTY AS AN AUTO SERVICE STATION WHEN NOT SERVED BY PUBLIC WATER OR AN APPROVED CENTRAL WATER SUPPLY. SETBACKS FRONT BUILDING SETBACK: 10' MINIMUM AND 30' MAXIMUM SETBACK FROM ROUTE 250 SIDE & REAR BUILDING SETBACK ABUTTING ZONED RESIDENTIAL USES: 50' MINIMUM & NO MAXIMUM SETBACK SIDE & REAR BUILDING SETBACK ABUTTING ZONED COMMERCIAL/INDUSTRIAL USES: SEPARA77ON IN ACCORDANCE WITH CURRENT BUILDING CODE PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 250 BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED BUILDING HEIGHT. • 24 CURRENT/PROPOSED USE: AUTO SERVICE STAT70N WITH (3) EXISTING SERVICE BAYS AND (4) PROPOSED SERVICE BAYS WITHIN THE 3,200 SF BUILDING EXPANSION CURRENT BUILDING: 1,950 SF W/ (3) SERVICE BAYS PROPOSED BUILDING w/ EXPANSION: 5,150 SF W/ (7) SERVICE BAYS TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY MERIDIAN PLANNING GROUP. AND FIELD SURVEY WAS PERFORMED IN FEBRUARY, 2020. DATUM SET BY SURVEYOR. DATUM NAD 83 DATUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETATION THE SITE IS PARTIALLY WOODED IN THE REAR OF THE PROPERTY. CRITICAL SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, CRITICAL SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON SHEETS 2 AND 4. WATERSHED THIS DEVELOPMENT LIES WITHIN THE IVY CREEK WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. FLOODPLAIN/WPO BUFFERS THERE IS A 100—YEAR FLOODPLAIN AND WATER PROTECT70N BUFFER LOCATED ON THIS SITE PER FEMA MAP PANEL //51003CO265D DATED MAY 16, 2016 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA. SITE ACCESS• THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 250 ( IVY ROAD). THERE IS AN EXIS77NG ACCESS EASEMENT ACROSS A PORTION OF THE PROPERTY TO SERVICE PARCEL IMP 58A2-24C & 58A2-24. THE ACCESS EASEMENT WILL BE EXPANDED WITH THE SI7E PLAN AND PLATTED WITH AN EASEMENT PLAT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE PROJECT LIGHTING: THE SERVICE STATION HAS EXIS77NG LIGHTS ON THE BUILDING AND CANOPY THAT WILL REMAIN. THE CANOPY HAS (8) EXIS77NG LED LIGHTS THERE ARE (2) EXIS77NG STREET LIGHTS ON THE PROPERTY TO REMAIN, AS SHOWN ON SHEET J. NO ADDIT70NAL LIGH77NG IS PROPOSED AT THE FRONT OF THE SITE AT THE CANOPY, OR ALONG THE FRONT OF THE EXISTING BUILDING. NEW BUILDING LIGHTS ARE PROPOSED IN THE REAR OF THE SITE AS SHOWN ON THE SITE PLAN. A FINAL LIGHTING PLAN WILL BE INCLUDED WITH THE FINAL SITE PLAN. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 6. STREET TREES HAVE BEEN PROVIDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPS7ER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES: AN EXIS77NG PRIVATE WELL AND SEPTIC SYSTEM WILL PROVIDE WATER AND SEWER SERVICE FOR THE AUTO SERVICE STATION EXPANSION. THE SEPTIC SYSTEM WILL BE UPDATE WITH 774E SITE MODIFICATIONS STORMWA TER MANAGEMENT FACILITY: STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN ONSITE SWM FACILITY AND DETENTION BASIN. THE FACILITY SHALL PROVIDE WATER QUAN77TY CONTROL FOR THE SITE WATER QUALITY SHALL BE ACHIEVED ONSITE WITH THE STORMWA TER MANAGEMENT FACILITY, FOREST AND OPEN SPACE EASEMENTS, AND/OR THE PURCHASE OF NUTRIENT CREDITS. ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 10 EMPLOYEES WILL BE NEEDED AT THE LARGEST SHIFT. PARKING LOTITRAVELWAYS CURB & GUTTER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVIOUS AREAS: BUILDING: 5,150 SF PAVEMENT AREA: 28,180 SF SIDEWALK: 900 SF OPEN SPACE,• NONE PARKING REQUIRED: 1 SPACE/EMPLOYEE = MN. 10 EMPLOYEES x 1 SP/EMPLOYEE = 10 SPACES 2 SPACES / SERVICE STALL = 7 SERVICE STALLS x 2 SPACES = 14 SPACES TOTAL SPACES REQUIRED: 24 PARKING SPACES PROVIDED: 17 PARKING SPACES AVAILABLE TO THE PUBLIC (THIS INCLUDES 1 HANDICAP SPACE) 16 SERVICE SPACES IN THE STORAGE LOT BURIAL SITE: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. IMPERVIOUS AREAS: 34,230 SF (0.78 AC) TOTAL (509 IMPERVIOUS SITE) PAVED PARKING AND CIRCULA77ON AREA: 28,180 SF PHASING: THIS PROJECT WILL DEVELOPMENT WITH (1) PHASE. SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA GRAPHIC SCALE 30 ° 5 ( IN FEET ) 1 inch = 30 ft. Benchmark: F Iron Found 3908385.82 N: 11455502.0 E. 11455502.05 Saw 539.11 i i i TNP 5842-20 LENVIC, LLC DB 3801 PG 750 ZONED: C1 I I I I I I I I I 20 10 120 WELL 20 0 ASH SHED TNP 5aA2-21 (PART 1) 20 ASH SR & DR, LLC DB 5139 PG 134 i sttADIS 15 �ye 10 PARADIH 15 '. PARADISE � r\; f � 4RADI�(2Xl ZONED: C1 1.587 AC �S PARADISE SEPTIC TANK LID 10 SH EX. RESIDENTIAL \F HOUSE ' #4272 10 PA DISE �< I � ----. ---- -- I I IF / O I IF N73'50'25"W �- I 10.55' 12 TRP p APLE N22'50'28"W UP 16.58' TNP 5842-20A Z JOSEPH W RICHMOND Jr j TRUST 1 q •® 111 DB 4992 PG 686 CD N ® 1-STORY BRICK djI#p IVY EXXON b , ,z #4260 WOOD FENCE y\ - N0127'O6"E 20.00' PLANTING ASPHALT BEDS ENTRANCE 30' FRONT MAX. BUILDINGSET• CK CANOPY FlONT N. BUILDINU TO& PARKING SETBACK SHEtT LAYOUT SCALE: 111 = 30' I I / I I w TNP 5a42-24C �p RIVANNA WATER & SEWER 2 AUTHORITY ZONED: C1 I H ILL ON \ d v I I I I TNP 5aA2-24 / ® EATON, LOUIS S OR SUSAN E VEN E ZONED: RA ® N FE C ® \ I ® \ \ SO, ® S 0On 0 s s� ® UP 9� 0 \ RIP AP /O PE ANENT RAINAGE PAS ENT o • DB 22 PG 43 S28' '44"W 1.8'f _ i i I' 0 0 F)FI PARADIS 1 , — - _----------------- Benchmark: Nail Found _ --_--- SO U.S. ROUTE 250 EXISTING N: 3908037-54-� IVY ROAD _ _ � -—�AdEN1ENT- "�455637.87 --- - - - - 80'R/4V - --- ROAD PAINT Elev: 517.13 DB 231 PG 585 (STRIPING) L—z NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. TRAFFIC GENERATION CALCULATIONS: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION PROPOSED GASOLINE/SERVICE STATION W/ 2 EXISTING PUMPS (CODE 944) ADT: 2 EXISTING PUMPS x 172 VPD = 344 VPD AM PEAK: 10.28 TRIPS/HR x 2 PUMPS = 20 VPH (10 IN & 10 OUT) PM PEAK: 14.03 TRIPS/HR x 2 PUMPS = 28 VPH (14 IN & 14 OUT) ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. NOTES: 1. THE SERVICE STATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 18.5.1.20 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THIS INCLUDES THE SALE OR STORAGE OF THE PETROLEUM PRODUCTS SHALL SATISFY THE REQUIREMENTS ESTABLISHED BY THE FIRE PREVENTION CODE, AND NO NEW STORAGE TANKS OR LOADING FACILITIES SHALL BE LOCATED CLOSER THAN 100 FEET FROM ANY LOT LINE. 2. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED BUILDING. 3. NO VEHICLE AWAITING REPAIR SHALL BE LOCATED ON ANY PORTION OF THE SITE SO AS TO BE VISIBLE FROM ANY PUBLIC STREET OR ANY RESIDENTIAL PROPERTY, AND SHALL BE LIMITED TO LOCATIONS DESIGNATED ON THE APPROVED SITE PLAN. 4. ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. 5. NO BUILDINGS IN WHICH SERVICES ARE PERFORMED SHALL BE LOCATED CLOSER THAN 50 FEET FROM ANY RESIDENTIAL OR AGRICULTURAL DISTRICT. z9 a eA V,a,a a 0 £ s 'reriwet�`� S_ �atg SUBJECT PROPERTY by Ry 1, United States PetW ® S a. Ivy Rd Clover Lake V� VICINITY MAP SCALE: 1" = 110001 Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 GRADING & UTILITY PLAN 5 LANDSCAPING PLAN 6 NOTES & DETAILS 7 LIGHTING PLAN B SIGHT DISTANCE PROFILES R TOTAL NUMBER OF SHEETS RESOLUTION TO APPROVE SP 202000006 SCOTT'S IVY EXXON BE IT RESOLVED that, upon consideration of the staff reports prepared for SP 20 000006 and all of their attachments the info ation presented 1 se ted at the public hearings, any written comments eceived, and the factors relevant to special use permits in Albemarle County Code §§ 18-22.2.2(16)(a) and 18-33.40, the Albemarle County Board of I upervisors hereby approves SP 202000006, subject to the cond tions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy Df a Resolution duly adopted by the Board o upervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular eeting held on August 19, 2020. Aye Nay! l Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Ms. Price Y SP20 OA6 Scott's Ivy Exxon Specie Use Permit Conditions 1. Development of the u must he in general accord, as determined by the Director of Planning and the Zoning Adminishator with the Conceptual Plan title "Scott's Ivy Exxon —Special t Conceptual Layout Layout PI n", prepared by Collins Engine ing, with the latest revision date of June 2, 2020. To be in genera accord with the Conceptual PI n, development must reflect tilt; fallowing major elements withit the development essential to tl design of the development an as described in the narrative and concept plan: a. Location anc building footprint of the propo expansion, b. The number 3fauto service bays. c. Mitigating toridscaping within the stream bill r, to the satisfaction of the County Engineer. d. Location and type of proposed landscaping ffer. The landscaping buffer must be a mixture of deciduous and evergreen plantings, to the tisfaction of the Planning Director. e. Location of t e parking areas. 2. The following restrict ens to any new outdoor lighting apply: a. all fixtures trust be full cutoff; b. lighting is limited to 20 foot-candles at theground; c. new outdocia lighting must be on a timer or 1 otion sensor between the hour of 10 PM and 6 AM. 3. All mechanical equipi lient must be fully screened firorri the view of adjacent properties and adjacent public streets. 4. Hours of operation of the service station are limited to within 7 AM - 9 PM, Monday hrough Saturday. Fuel sales are permitted 24 hours per day. LEGEND ROADS EXIS77NG CULVERT e,ey,,, EARTH DITCH CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK u CURB CLEARING LIMITS CURB & GUTTER — — — — PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC-3A DITCH 200 EXISTING CONTOUR 6" DEPTH OF EC-3A DITCH PROPOSED CONTOUR 20o EC-2 DITCH 240.55 PROPOSED SPOT ELEVATION TBC DEN07ES TOP/BACK OF CURB g" DEPTH OF EC-2 DITCH TAB DENOTES TOP OF BOX %l SCOTT/R. Ct?LLINSZ Lie. No. 035791 p 4/5/21 `�Q1 z O zz ,,AA a V/ N U Z " � m w � 0 0 z o ,w w z V\I � W W z L9 L\ W Z rY' LL M Q N 4 016 M zN O LU W CN 2:N N Q W � z LU Z -- _ � z F' Q O a— ll l > z �� LU O U (n W W Q F-I z UlLL 1L C/1 (~ 1 Z � z — O J W w r � P-1 O M N O w J U U w w a Ul JOB NO. 202183 SCALE 111=30' SHEET NO. 1 BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 206.21' 2701.49' 4'22'25" 103.16' 206.16' N 71'23'40" E C2 220.12' 1870.00' 6'44'39" 110.19' 219.99' N 68'19'42" W —I ADISE($X) PAR /DISE(2X) I 411 o I I � I I I I ��1 E15 A H I i I i II II II I II 'ASH A IH �* ^ PFIRADISE / / ti � h� I �n 10 ASH 0 ASH °o � 2_A IT 3 0 6 �/ I I ' S/� 0 A 5 POP / (2X) / Lie. No. 0357914' 4/5/21 �4J 0 ASH / 0 ASH I > / z /8 SH 0 o 12AH / / iA U U s Co 20 5 ASH KNELL// / 1EXISTII // I \V / / z L 0 10 ASH PARADISE CRITICALSL PES / \ / / o 58A2-24C �O \ Lu s 10 - 1� ASH 71O T PL ASH ro A V o / / � � 12 / I RIVIINNA WATER &SEWER � PARADISE / AUTHORITY \ — ZONED: Cf \V /� �/ .0 ASH 15 O / W 2 aRADISE PARADISE — 3G (2X) o Benchmark: Iron Found I // / 10 N:3908385.82 0 ASH v / / E:11455502.05 ���/ PA A SE/ PARADISE(2X) Elev: 539.11 / EXISTING TREES EXISTING- TMP 58A2-21 PART 1 O t� 20 A Li CRITiCALSLOPES JCIMITSTOREMAIN SR & DR, LLC / 15 ASH s �� � � / A DB 5139 PG 1�4 —� )6 3y ZONED: C,1 / PARADISE 0 15 ASH Ln 10 DBLA a / 6, / A 1.587 AC. / i 8 PARADI PARADISE SEPTIC EXISTING BUILDING TANK LID_ TO 8 ASH ( 18 ASH v I 8 / f / r---- \ I / / \ 1b ASHI / / 10 MAPLE *8/rARAPISE EX. RESIDENTIAL CLUSTER / h \ 1 TMP 58A2-24 I rn HOUSE / 0 ASH // ^ T \ EATON, LOUTS S OR SUSAN E a �` I / / #4272 i i / / A ZONED: RA II 10 DBL / / VEN E L9 0 i ♦ / 10 i ,< / MAPLE / 18 ASN / Oo `, \ FENC II I M = y' PA DI E I / v /10 AS_ _ 100 FLOO PLAIN \ M EXISTING TREES CP\ o / r y TO BE REMOVED TYPICAL � 5 � - � ( )/ 8 DOGWOOD a \ I I m `^r \ o �a CIA 53o ZO h° o o 0QTMP 58A2-20 F o / / LENVIC, LLC / / " o� / \ PROPOSED FEMA 100 YEAR i / ° E �\� / oo , l I I I I I„I„I N J DB 3801 PG 750 \ / /, FLCODPLAIN -BASED ON MODELING. / J l2 / ZONED: Cf — IF p / \ Oo \ MR IS CURRENTLY UNDER REVIEW —5z8------ _ ---- HFEMA ---- ^� �s / sz6— -- _ \\\a IF o \\ / / / I I I LU o __ ---- — N73'50 25 W \ / \ - - — 5z4 — — I 10.55' TRIP �\� g, / \ po \ o \ \ / y�i �`� / 0 �LE\ y / / 1 \ \ \ I � J ti / '� \ / / �122'S�0'28' W \ UP i EXISTING FLOODPLAIN'& / s \ o\\ \ \ / ��, / I L Q lyy I / 16.58' \ \ WPOBUFFER- BASEbON. ? \\ y'C con COUNTY GIS & FERIA MAPPING prn \ O \ / W L W a -- 22 0-6 L9 Vr;A v \ \ ---'TMP \ ry EXISTING. BUILDING EXISTING 9 \ UP w 58A2-20A Z ^ TO REMAIN / GRAVEL �� \ 0 Q �� / EXISTING ACCESS OAD / / / I �" `'I" /JOSEPH W RICHMOND Jr \ \ \ � C zj �— TO ADJACENT PR PERT ES / TRUST / _520— DB 4992 PC 686 n 0� FP \- /.:. \ \ �\\I / TO REMAIN / / / I U 'V'^) o I rn =O I • 8.8' 0 0 Q \. ; VDOT UTILITY //) I U V / I 5.0' EASEMENT VARIABLE WIDTH ACCESS /` V C AB 4922 PG 50 J /` \ / EASEMENT / / / / / / / 0 00\ DB 788 PG 841 / / / / z o 1-STORY BRICK / / \ // DB 841 PG 721 ! / / [W+ z Q > IVY EXXON \ I / DB 907 PG 509 / / "" I —I EXISTING TREE \ N EXISTING VENDING .•' O / / U iLL I TO REMAIN i #4260 / TO REMAIN.' �� \ \ u / / / / / / / C/1 F� / MW J :� \ i / / / ' / I I (TYPICAL) Ul ❑. BOLLAPD's 60.5' / k� \ o / / / / �' z z WOOD FENCE i EXISTING CONCRETE. RIP AP / / SLABS AND TANKS TOy oo (4) EXISTING i zo'Xiz' BOX CONCRETE LID / / Z Z Z NI �'a REMAIN r O (� i �_ EXISTINr{ ��' ' �' - s 'J / PE ANENTI RAIN ULVERTS INV=521.08 �--� EXISTING SHRUBS � ASP APPROX. 5ti� / _ X z I /TO REMAIN 30' FRONTMAX. BUILDIN SETBACK �^ TO 6EIG EAS ENT 335' _ n U ° RELOCATED : /\\ �o \ P 43J G _ / o / DB 22 G WALL LONG w W / EXISTING (2) GAS PUMPS MW O a / 4 — S 8' '4 W� / SIGN CANOPY12 EXISTING _— — N01'27'06"E - \\ / VDOTR/W _ / 20.00' / -\ - - 10' FRONT MIN. BUILDING POST & PARKING SETBACK / 51 UP a ® I M� x J a yo / M _�- _ = PLANTING — N _ qR) F ASPHALT BEDS MB�o /: I a �o / I w ENTRANCE \ / I / EX. CURB / I Q w o TO BE REMOVED / ° ----- ------- — o' DITCH_ — — Lu �,v^ ~ n — _ / EXISTING ASPHALT/ /GUARDR 8 ^p V / w E ------ — —/ PAVEMENTWITIN o le Benchmark: THIS AREA TO BE _ _— DI / Nail Found REMOVED-. - ry / cos No. W, - — _ _ _ - _ TOP=515.06 / U.S. ROUTE 250 CD E STING N: 39080 7 a4 - / h / — — _ _ — — 2�2� 83 00 - — INV=510.82 IVY ROAD EXISTING ASPHALT _ _ �— 51--PAVEiV1M- -�455637.87 a / — — 0 — - — - — - - - _ —� - - �AVEMMT WITH N- - — - / Elev: 517.13 �; / _ _ — - GRAPHIC SCALE - �� ? ft^>— - ROAD PAINT IDS 231 PG 585 THIS AREA TO BE (STRIPING) — / _ _ _ _ — — — — — SCALE / REMOVED. ) / / zo o ro so ao ea j rr_20r a i —SHEET NO.— / — — — — — — _ — — — — — ( IN FEET ) �_—_-- 1 inch = 20 ft. xe i / l l I I � I I ; I I 5 A H I I � 1 01 I 1 1 81 A I N : MECIIA ROOFTOP OF ICAL HEP QUIP NT SHAIIyy�� BE LOCATED ON HE OPOS DBUILDING. VISIBILITYOFA L / I Q C I11 I I 24 ASH I i MECHANICAL E TRANCE,' C S EARCHITE QUIP RRID TURA ENT S ALL BE LlMINATED FROM E / R WIT THE US OF PARAPET WAL S. PLA I OQ AJH 1TH 0p C� SLCicTT . TRLLINS� o91N. 0357 ASH/ ��4/5/2110 10 ASH "� 12 �� �6 / I Culvert Report (2YR) i G O ASH 5 POP �j I I Hydaflo &pess EMenv on for AWoces AWoCAD&W13M by Xdoded M1ic. ThumdW,, AW 12M J (2 % r I / Circular Culvert / /© Invert Elev On (ft) = 510.58 Calculations / 8 PO / / 12 A H I I I I / Pipe Length (ft) = 60.45 Orrin (cfs) = 2.20 1 / / / Slope O) = 18.0 Qmax (cfs) = 2.20 Invert Elev Up (ft) = 510.88 Tailwater Elev (it) = (dc+D)/2 5 A WELL / / / / I / Rise in = Circular 20 / 15 I I I EXISTIfj� / Shape = Cimular Highlighted ASH PARADISE I I CRITICAL SL PES / Span (in) = 1&0 Qtotal (cfs) = 2.20 No. Barrels = 1 Qpipe (cfs) = 2.20 1.tSTIN I / / / n-Value = Q013 Qovertop (cfs) = 0.00 / / v �IrVV �i� ♦ / / \ ;'TNP 58A2-24C Q Culvert Type =Circular Corrugate Metal Pipe Veloc On (ft/s) = 1.70 10 ASH 1 ® I �0 PL A w Culvert Entrance = Headwall Veloc Up (ft/s) = 3.66 % J ♦ /12 / u I RIVANNA WATER & SEWER Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) = 511.61 z /1�' / I // PROPOSED TREE ;PPtADISE I I AUTHORITY I A HGL Up (ft) = 511.44 i O o PROTECTION FENCE / ZONED: C1 Embankment Hw Elev (ft) = 511_ss d in / o 15 1 / 111 P `\ Top Elevation (ft) = 517.00 HwID (ft) = 0.52 ASH ` I I �', A Top Width (it) = 31.08 Flow Regime = Inlet Control Lm �� 1 / / / 1RADISE � PARADISE I Crest Width (ft) = 10.00 o m Benchmark: 19 �/ i Ilot W I / / \ 1 O zo �t F /i / 6 / �' �� y� Culvert Report (ioYR) Iron Found �H� O/ .g i - / 5^ / �/� 1ry �� / 8 N / `/ / / \ / \ / Y / / I HYdraflvx Erpess Eaenvmfo Aumdesk®ww1oCAD®Clvil3n®by AUalesk, Inc. Thursday, Mrt 2021 � Z N:11455502.0 // / HIED ryw V / A ADSE/ �PARApISE(2X) I \ Circular Culvert N E:11455502.05 / / h / / / Elev:539.11 / > ���'� rv� ' / // I Invert Elev Dn (ft) = 510.58 Calculations / �\ EXISTING TMP 58A2�1 (PART 1) / / ` \ /�� / Pipe Length (ft) = 60.45 Qmin(cfs) = 2.80 �20 a ( CRIT�CAL SLOPS DRAINAGE / Slo % = 0.50 Qmax ds = 2.80 ` SR & �R, LLC / 5 ASH O ( ) W ,� / •� ,,//�,(�� DIVIDE / Invert Elev Up (ft) 510.88 Tailwater Elev (ft) = (dc+D)/2 x A \ DB 51,V PG 1 q4- ` - / �o \ \ NOTE: FINAL DESIGN OF PROPOSED W � 7 15 ASF Rise (n) 18.0 (TYP.) PAPAL)_, A ZONED: C} \ � � SEPTIC SYSTEM, SUBMITTED DIRECTLY Shape =Circular Highlighted / ✓ / 6 ; / A 1.597 AC. / - - - / A / VDOT STD. / TO VDH BY RIVANNA SOIL CONSULTING Span (in) = 18.0 Qtotal (cfs) = 2.80 'CG-2 (TYP.) ' No. Barrels = 1 Qpipe (cfs) = 2.80 / \ SEPTIC / �ryo � - \ / INC, TO BE REVIEWED BY VDH n-Value = 0.013 Qovertop (cfs) = 0.00 TANK LIDS / / �� I \( � ! \ \ \ Culvert Type -Circular Corrugate Metal Pipe Veloc On (ft/s) = 2.08 Culvert Entrance = Headwall Veloc Up (ft/s) = 3.94 Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On (ft) = 511.65 HGL Up(ft) = 51151 SH I 0.36AC TO _ / 4• o I \ \ Embankment Hw Elev (ft) = 511.77 / GRATE INLET - 9 r / \/ \ Top Elevation (fit) = 517.00 HWID(ft) = 0.59 / / •'5' Top t dth (ft) = 31.08 Flow Regime = Inlet Control / EX. RESIDENTIAL/C=0,6HOUSE Tc=7 O� / URB \ I TMP 58A2-24 crestWdtn(t) = 10.00 / 6 5% I CUT \ EATON, LOU/S S OR SUSAN E / / ♦ / t I I #427� / / / - \ \ - I / / / FIR ATE ADS VEN E ZONED: RA Culvert Report (10o YR) 10 I I I I I I / \\ I 18" GRATE FENC NOTE: GRADING WILL HAVE NO IMPACT ON THE � i - / Hyaranw,E.press Exmnslm 30®ty AulorLsk, Inc. rwrsdey, Aplzozf PA dl � I I I / � / ` ` I tINLRT \ ELEVATIONS OR LIMITS OF THE FLOODPLAIN RIM = 516.20 \ 100 FLOO PLAIN AND FURTHER PROVIDED THAT ANY CUT OR FILL Circular Culvert SHALL BE ONLY FINE GRADING ACTIVITY WHICH CULVERT REPORT TABLE Q VELOCITY DEPTH TOTAL PIPE SPILLOVER DN UP DIN (cfs) (Cfs) (Cfs) (ft/s) (ft/s) (in) 2YR 2.20 2.20 0.00 1.70 3.66 12.36 10YR 2.80 2.80 0.00 2.08 3.94 12.81 100 YR 3.60 3.60 0.00 2.56 4.26 13.34 / I I I V A V A / / �'' A HDPE PIPE o. /o LAIN. Invert Elev On (ft) = 510.58 Calculations / / 0 - IV 5 VAR. WIDTH SWM o -- \ \ 6 6 LF PRIVATE lz" Pipe Length (ft) = 60.45 Orrin (cfs) = 360 \ / WILL HAVE NO IMPACT ON THE FLOODP 1.8 /o -- �\ /-`- V OT STD. \ 3 5 u FACILITY &ACCESS Slope (%) = 0.50 Qmax (cfs) = 160 J / °/ \ INV IN 512.11 EASEMENT 1 Invert Elev Up (ft) = 510,88 Tailwater Elev (ft) = (dc+D)/2 J / Z_53 \ \ \ \ \ \ \ ( / '♦ / CIS 2 (TYP.) r\ INV OUT=511.79 DB._ PG._ / Rise (in) = 111 o a / \ \ / ♦ j \ / Shape = Circular Highlighted C1 "SEPTIC TANK � ', A i� / span (In) = 18.0 goal (cfs) = 360 L9 ♦ / �` QJ �cw / - \ �\ \ I / / No. Barrels = 1 Cpipe (ofs) = 3,60 .--i $ ♦ h j ( S \ VDOT\ _ / / n-Value = 0.013 Qovertop (cfs) = 0.00 / TMP 58A2-20 - t►1 l \ \ h Sti ♦ l a O / M I / l DISTRIBUTION / STD. PROPOSED / Culvert Type-CircularConugate Metal Pope Veloc On (ft/s) = 2.56 / LENVIC, LLC �\ I I I I / ♦ ` \ CG-5 \ / VDOT STD. ES-1 / / Culvert Entrance = Headwall Veloc Up (fus) = 4.26 M / p�'♦ / / �� BOX TO 3 / / / Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On ft = 511.69 / DB 3801 PG 750 V \ \ I I / / � /,, \ \ O = 61 Q \ F ` S / \ LINES CURB / / HGL Up (ft) - 511.60 ZONED: C1 \\ \ O g / / ♦ v \ \ / Embankment Hw Elev ft = 511.92 - --- -- i \ \ So m SSPAACRED9' o� O - - \ ,r Top Elevation (ft) = 517.00 Hw/D (it) = 0.69 \� \ TC 516.49 P T r / - ' - - - - - - - - _ � ' � � \ \ / •° / °° � � \ \ PROPOSED DETENTION / Top Width (ft) = 31.08 Flow Regime =Inlet Control (� F\ / O BC 516.49� ♦ ✓ s o - Q BASIN w/ 24" RISER. SEE / Crest Width (ft) = 10.00 _ VSMPPLAN FOR ------ _-----i N73'50'25"W \ s♦° I /\ \ \ \ / �� 7� 10.55' \ \ TRP \ �� / ° FFE= 6.55 / \\� \ \ \ DETAILS / yyi Sj$v (V L o / W 5x4- /-N22'`kO'28"W ♦ P\\LE U� 4 9% / i ✓/ II / .6% ,� QO \ \ VAR. WIDTH ACCESS H,�n,ro Q1 - / - 16.58' C�� / / �/1 �V�OP V / \ \ \ EASEMENT ON Z SLAB O DB. PG. PROPOSED oSF m N VARIED BUILDING I SION I HEIGHT o _ ^ / s u S PAVEMENT ° TC 16.46 4 o I' \ \ UPA \ // EXISTING DRIVEWAY / "� - "' LU Z xx- \ABOVE WITH SERVIC BAYS 4/o I F F !C ° -- TMP 58A2 20A 1z 5 / I n '� ACCESS TO ADJACENT W \ BC=516.z9 \ / N� \ awl PROPERTIES TO REMAIN IOSEPH W RICHMOND Jr \ w PROP(JSEDz'CURBI A 190 / " Q / TRUST \ \ NON \ / �m . m = _ _ = rs = CUTS�AIITH RIPRAP� d_ _" �� _ DB 4992 PG 686 0 \ ° DITCF� , \ \ / n tl z 4.g/o 18.8' b \ n I VbOT ,; I� \ \ � \ 1 / / � W / y (TYP) \ \ \\ VARIgBLE WIDTH ACCESS i 5xo I I 45.0' / / / J o JVA EASEMENT i / I FFE=516.55VON/ 6 492 PG \ (\� �� DB788PG841 / 1-STORY BRICK / 1.2/0 \ \ / DB 841 PG 721 / D _LnIVY EXXON s n / A \ , / DB 907 PG 509 CONTRACTOR TO / N KNOX BOX REQUIRED FOR EXISTING BUILDING. #4260 / •�. \ \ \ / / Q LOCATE EXISTING I LOCATION TO BE COORDINATED WITH FIRE MW v ---� \ 1 I / / t--t Z DRAINFIELD LINES. TC 516.37 / 100% _ •'' \ I / / / I i I Q MARSHAL'S OFFICE. / --- I I / / U L / SHOULD THEY BE I �_y__� BC-516.o8 OLLARD' 6 .5' / �8 3�/ RESERVE- / / / WITH IN THE ROW WOOD FENCE/ f> / AREA \ I / / \ I I RIP AP i / / / I \ ( I CONTRACTOR TO / / - 0 MW GV. (&X) o / (4) EXISTING / / // / / �I I �i J Z ENSURETHATTHEY / O, v / 10'X12'BOX WILL BE PROTECTED 7� V _ -+- - f ;�•'' J PER ANENT RAINAG CULVERTS ' / / / / j I W 7< EXISTING 18" CMP 5 - w / / tin o EAS ENT APPROX. - ` �i i / I Z 0 FROM VEHICLE CULVERT TO BE / r' �� q �/` \ DB2 PG 43J LONG / / H TRAFFIC DURING I EXTENDED WITH \ 30' FRONT MAX. BUILDINETBACK° ; f �' / eq - - - _ - - - ,- i j j = / LL _ _ _ �_��� ice' \ /1'1 CONSTRUCTION / / V VDOT STD. EW-1 5,5 .• I` ' MW /' �- - - - - - - - i - / HEADWALL G / sse \ / / / S28' jA4"W� / /- - i - I �i = i / j y t SIGN DA-o.98 AC EXISTING ! CANOPY J/ - • - o °� 1 8 / /i j - - J i _ _ - - = _ _ _ - - �� /� /S�� fJ C=o.49 NOl°2T06"E VDOT R/W TC=8MIN - - / - - - - 20.00 / J 10' FRONT MIN. BUILDING - - / & PARKING SETBACK I / ASPHALT `I BEDS ; B® o s LU I I ---- \ � ENTRANCE J' --- � / -- ♦/ � � � � '` VDOTSTD. ----- ------------- `CG-2 (TYP.) /GU'A'/ RDRAILS we 1 - I}I C.7 \ \ ----- /. Benchmark: ---- 81111111,_V J / /// NailFound / �-� -T / U.S. ROUTE 250 C<v E�STING N: 39080 - EXISTING GUARDRAIL / / ? so ` / _ - - - - - / O /�' ROAD i _ _ _ _ -.518 -PAVEM NT E: 11455fb 7.87 TO REMAIN. ENTRANCE / / - - -_ - - - --- --� ---1- - - - /� Elev�5i7.13 TOSTARTATTHE END / /-----___-- _�- - - ROAD PAINT OFTHE GUARDRAIL \ 1 - STRIPING - l - - - - _ - - - NOTE., THIS PLAN DOES NOT PROPOSE ANY GRADING WITHIN O 5g / DB 231 PG 585 (STRIPING) i ----- -I THE 100-YEARFLOODPLAIN THEREFORE, THE PROPOSED GRADING WILL HAVE NO IMPACT ON THE ELEVATIONS OR w U 00 T _ - - - - - _ - - LIMITS OF THE FLOODPLAIN � ( w -INTERSECTION------------- - ---- - - - - - - - - VDOTSTD- - - - - - - - SMQR$AR}T6WN f20AD) ` - - - - - JOB NO. A / --s16-----------CGz(TYP:)----- ----� --__ u------- 202183 UP \_-- - --- I I II I GRAPHIC SCALE SCALE o S66'11'40"E UP , ' 1 It=20 / zo 0 10 zo ao ao n- r I F 162.74' sn oT42"w - //SHEET NO. 2 .64' ( IN FEET ) 4 1 inch = 20 ft. County of Albemarle Conservation plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The follow fine Items shall heehown on the pia n: ZI Ttcmtabesaved, LI Limb ofclexringTouriits dripbneoftrees to be saved), ® Location and type of protective fencing; 0 Grade changes requiring Into wells or walls; Proposed trenching or laureling beyond the Hauls of clearing. 2. Miertalmen 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree Ranking has been inspected and approved by a County Inspector. 3. PreLonctraction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Stormn: 0 Heavy equipment, vehicular tru is and storage of construction materials including soil shall not be permitted within the driplines to be saved. 5. Son Erosion and Stormarater Detention Devices: LI Such devices shall not adversely affect trees to be saved. 6. Firec: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the drildne, of trees to be saved. I. Protectye Fencbma 0 Tres to be retained Within 40 feet of a proposed building org eding activity shall be protected by fencing. 0 Penning shall be in place and shall be inspected and approved by a County Inspectorprior to goading or m smart on. 9. Troe Wells: ® When the ground level must be raised within the dripline of a-ree to be saved, a tree well "I be provided and a construction de submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction de submitted for approval. 11. Trenchine and Insinuates: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftrees as possible. Tmmel under a large tree and be considered as an alternative when His anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: LI Protective fencing stud be the last items removed during the £real cleanup. 13. Comment Trees: ® Dam trees shall be traatad immediately by pruning, feralimtion m odurmelhods recommended by a tree specialist. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATI REQUIREMENTS. 4/3/2020 ADISE($X) PAR /DIS�(2X) I / I I I I II I 5 A H I I 8: ASI�i I 24 ASH 15 PARADISE �1y 0 ASH/ C� s POP 0 ASH �(2X) / 8 SH/ /10 A H / 0 ASH I I I I I SCHEDULE TOTALSITE SYM BOTANICAL COMMON NAME SIZE CANOPY (s� QUANTITY COVERAGE (sF) (TREES BN BETULA NIGRA RIVER BIRCH 21/2" cal. 397 1 397 PA PLATANUSACERIFOLIA LONDON PLAN ETREE 21/2"cal. 422 2 844 QP QUERCUS PALUSTRIS PIN OAK 31/2" cal. 471 8 3,768 JUNDERSTORY TREES G AMALANCHIERxGRANDIFLORA SERVICEBERRY 6-7'ht. 130 1 130 F I CORNUSFLORIDA DOGWOOD 6-7'ht. 124 1 124Y PRUNUSYEDOENSIS YOSHINOCHERRY 6-Tht. 99 5 495 (EVERGREEN TREES IN ILEX)CNELLIERSTEVENS' NELLIE R STEVENS HOLLY 5'-7'ht. 44 16 2,376 MG MAGNOLIA GRAN DIFLORA LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' ht. 82 16 2,214 SHRUBS B ABELIA GRAN DIFLORA GLOSSYABELIA 24"ht. min 14 8 420 S CORNUSSERICEA RED TWIG DOGWOOD 18"ht. min 72 7 504 I ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 19 266 ITEA VIRGIN ICA'HEN RY'S GARNET' HENRY'S GARNETSWEETSPIRE 18"ht. min 64 18 1,152 �/ / / II I I I EXISTING TREE CANOPY to L8 PO �'/ I ExistingTree Canopy / / / // / / 12 AI I I / TOTAL CANOPY Ind /j� / 20 -/ 15 A j �; �E(L/ / / / 15 I i EXISTII / IU ASH PAR I I CRITICALSL PES / W / / CALCULATIONS: / 1� ASH / � / //0 PL ASH /TMP WATE58A2R 4C p 10 �= � J 12 / I I RIVgNNA WATER &SEWER � TOTAL SITE AREA 1.587 AC): 69,130 SF PARADISE I I / AUTHORITY I CANOPY REQUIRED 10% : 6,913 SF ZONED: C1 PROPOSED TREE CANOPY: 11,019 SF DN i / / / j I I P EXISTING TREE CANOPY: 14190 SF 5 I TOTAL TREE CANOPY ON THE PROPERTY: 25,209 SF P aRaDISE PARADISE OWNER SIGNATURE (DATE) F / / �� i ' V A \ - / / / / / / l / TOTAL PARKING LOT TREES REQUIRED: 10 SH fi�/i %� v // / / / /1Q / / 8 PARKING SPACES: 29 CONTRACT PURCHASER SIGNATURE (DATE) �� / SHED / / I A ADISE/, PARApISE(2X) 1 I #TREES REQ'D (1 10) 3 511/06 Page 1of1 PROPOSED TREE I , I / / TREES PROPOSED: 6 X /i ISTING, TMP 58A2-21 (PART 1) / P/I%TECTION' FENCE I /�// 1992 338 /6 �20IA ( CRIT(CALSLOP J / , PAVED PARKING &VEHICULAR CIRCULATION AREA:28,480 SF / / �, v' / SR & DR, LLC / ASH 15 \ SF PLANTING SPACE REQUIRED (5%): 1,425 SF DB 5139 PG 1�4 _ _ _ / J6 / i \ SF PLANTING SPACE PROVIDED: 1,920 SF A ZONED: C1 / 0 DBLA 6 , / 1.587 AC. 11) QP "A4ADISE\ / STREET TREES: _PTIC A / TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 190 LF ,e / I,, �{ \ (1) TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 5 TREES j b SH / x -� TOTAL STREET TREES PROVIDED = 6 TREES \\ .e EX. RESIDENTIAL / �\ I TMP 58A2-24 ' HOUSE / �: N / I Landscape Notes \ EATON, LOUIS S OR SUSAN �� I #4272 / /�/ /� / ;v \ ZONED: RA / r VEN E NOTES' / / ✓ / / I \ FENC 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIA77ON OF NURSERYMEN. rA 01�6 III / / / - // l I \ THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE I I I I III 1 / / / \ 100 FLOO PLAIN SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIA77ON, THE ORGINIA SOCIETY OF 1 / LANDSCAPE DESIGNERS AND THE ORGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICA7ONS OF THE ORGINIA DEPARTMENT OF TRANSPORTA770N. \ \ \ \ / / ✓ / \ \ 2. 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. 3. THE LANDSCAPING PLANTS AND 7REES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED (4) MG / Jo\ \ IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE QP PEDESTRIANS. O \ \ I / %- \ \ WITH RUBBER HOSE & TURNBUCKLES / \ /\ \ I\\\ II I r ` _ / f / / / C� / \ j \ / / / • "/' DOUBLE STRAND y12 GAUGE WIRE ,,, 4\ - r / =�I 2 TREES UP TO 4" CAL. SHALL BE STAKED HARDWOOD STAKE ���///rr��WIIPII WITH 2 2%2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE •°_J PA CUT & REMOVE BURLAP FROM TOP Odd GUYED WITH 3 EQUALLY SPACED, TWISTED, -I- / / \ \ \ \ \ / / / e� /o°• A s , + ` \ 1 1/3 OF BALL AS SHOWN AND TURNBUCKLES. LOOP HOSE AROUND I ' \ \\\` �\ O I eo ^ , + e ^ ee , \ • - \ (11) Al \ \ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH �� / TRUNK. FLAG WIRES WITH COURVEY TAPE. N73°50'251°W \ s• e e tl a s e I / \\ IV \ MULCH SAUCER \ \ REFER TO SPECIFICATIONS FOR FFE=S 6.55 \ \ \ \ FINISHED GRADE I 10.55' \ \ \ � gpTRP \ \ O� / / / ��1 (Z) I\/ I FURTHER INFORMATION \ \LL / / _ v ' \ \ \ TREES 4TREES P TO CAL.4OR LARGERL. SHALL SHALSTAKED . -n �5'q o _ GUYED WITH 3 EQUALLY SPACED 1 IVGL°50'2V"W \®, / + "r \ \ // GUYWIRES WITH RUBBER HOSE AND _ \ \ 6' - O. \ A D rJ, BU GAUGE WIRE HOSE HOSE _ _ / 16.58' \� I' PROPOSED 31�00 SF w ` j \ \ AND TURNBUCKLES. LOOP HOSE / ``11 TURNBUCKLES 2/3 UP TREE / \ O (6) IC \ _ \ - I = AROUND TRUNK ABOVE BRANCHES _ Y AS SHOWN, FLAG WIRES W1TH / \`' �r BUILDING EXPANSION / F \ O FOR ADDITIONAL REFER AT SPECS TOP HARDWOOD STAKES, A GN / - (1 O) T', � 4 ° � L � \ \ \ .' - FOR ADDITIONAL INFORMATION. TOP OF STAKES \ I k WITH 4 SERVICE BAYS ♦ 9�a �o\ \� \ \ \ -11 II- v` I�: MULCH SAUCER n N An 1 AMENDED SOIL MIX I i \ (2) MG m �n� \ \ COMPACTED SUBGRADE ///11 Ir C AMENDED SOIL MIX IMP 58A2-20A \ \ Z / \ \ UP\ QI� Tree Planting and Staking Detail l� JOSEPH W RICHMOND Jr \ 4 a / ti \ / �Op wl Not To Scale n CUT AND REMOVE BURLAP FROM TOP \ w z TI= 1/3 OF BALL AS SHOWN / TRUST -`- I � \ \ 0 Source: Va. DSWC Plate 3.38-2 \ N'� v - SCARIFY SUBSOIL TO 4" MIN. DEPTH _ _ DB 4992 PG 686 O ® oO C 1 - - \/ I (8) Ili m 1U'6 O \ °/ w I \ + \ `(� ... - COMPACTED SUBGRADE ConservationPlan Notes: I 45.0' \ (1) P J\� VA FFE=516green Tree Planting Detail / .55 492 PG ' Ever « Not To Scale 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH N / 1 STORY BRICK J� O CS PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT .� / 'G 1 OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE / IVY EXXON / s + + TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND / #4260 / c,T \. �.0*16 INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I / i W \ Jam' / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN 6 5' THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WOOD FFNTL'' III 1 BIN RIP AP GV. (1Xj / 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT ' °. ! / I / i / CONCRETE LO STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE �, __ C / / INV=521.08 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (3) IN \ «D �� "' _ ___+- PER ANENT RAINAG�y/ _ _ TO BE PRESERVED AND PROTECTED. / - x / EAS ENT SIGN �� - �_ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE I I / / \;. / \ DB PG 43J HEADWALL, DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / l �• / / = - , _ - - _ / / / i/ / ' / MW S28° '44"WW/ 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE / • - r-/ j / OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN / \ ,� CANOPY i �} / 1 •�/ f , _ _ - �/ _ _ _ _ _ _ �� /i/S� 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / / N01°27`06°E PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND / 20.00' INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - 10' FRONT MIN. BUILDING & PARKING 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, - - - CS ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS - - / NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES MR l PLANTING - e k \v\ SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING BEDS c a SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT Q ^I � ASPHALT I / k TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO ENTRANCE BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE / TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, (5) PY / -_- / / /GUARDRAILS IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT --- --_ --- - CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE \ _-- ®d -_ - -y- _- - / Benchmark: --- PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ _ ___ DI ® (5) / / Nail Found 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF _ y TOP=515.06 S� U.S. ROUTE 250 (8) AB EXISTING N: 39080 TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY \ - - _ _ _ \ INV=510.82 IVY ROAD ' _-� PAVEi/FfYTT �455¢ 7.87 / - - - - - D _ PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT - - - - - _ _ _ / - - - - - i / / / _ _ - -_ _ _ _ _ _ - - (5 Elev:,5fi7.13 / _ _ _ GRAPHIC SCALE ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND � � - - � - � �� �� - - ROAD PAINT _ � FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ - DB 231 PG 585 (STRIPING) - - - - - - - - - - - - - - / 20 0 10 20 40 80 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE \ /Cli FINAL CLEAN-UP. / - - - - -- - - _ _ - - ----- ----- ( IN FEET ) --_- - - ---- ----------- ------- --- \--_--- 1 inch = 20 --\ //_--\ ft. %l SCOTT/R. CSLLINS7 Lie. No. 035791 � p 4/5/21 `�Q1 z L9J t` ZM m Q N �y M N O LU W � N N Q WLU � z z Q z z � V a z Q z U W � J F-I-I z Q LL Ul z z - � O J W w Q O Vl 0 N U O w J U LIU I � w w a UP, JOB NO. 202183 SCALE 111=20' SHEET NO. 5 CC-12 A �T PERMISSIBLE CONST. 5' MN. JOINT AEU `TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN cc-z BACK OF 20 SECTION A -A NOTE1 FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 1 3 6 4 4 B 5 5 10 6 7 14 13 15 B 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. p u Y 3 O PCROSSWALKH TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE CHANSONS AND SLOPES ME AS NOTED. )K* t2�1M Yf�� 2_• AT A', . 2" HIGHER THAN F EDGE OF PAVEMENT ATX;X",.SMIE AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 50" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LMDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE RE`IERERJE MFICCE REV. 7111 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 505 20301 VIRGINIA DEPARTMENT OF TRANSPORTATION 02 NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN RAGE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE POND FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 115" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN. v NO ADJUSTMENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-S AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 4" R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUB --------BASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 Vp INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, DR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EN STING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 Vz INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(G OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TERN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIRE)ENTS OF SECTION 315JOI OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SREFERATE" REFERENCE kEV�1,1/07 FOR WIDENING SUBJI TO TRAFFIC 305 VIRGINIA DEPARTMENT OF TRANSPORTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA VEMEN T 12" REFLECTIVE ALUMINUM 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE RESERVED LEGEND AND BORDER - GREEN SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF PARKING WHITE SYMBOL ON BLUE CORRECTION. • BACKGROUND BACKGROUND - 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. WHITE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR N j TYPICAL AT ALL HANDICAP SPACES PRIOR TO PLACING AGGREGATE BASE. THIS SIGN TYPICAL AT ALL "VAN 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE VAN ACCESSIBLE" PARKING SPACES COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, ACCESSIBLE THE PUGMILL REQUIREMENT WILL APPLY PENALTY SIGN WITH WORDING AS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. REQUIRED BY STATE OR LOCAL LAW 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. o 0 GALVANIZED "U" CHANNEL POST 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT :2TRAFFIC O EL, ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. of GRADING w " - VDOT A3 GENERAL 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF CONCRETE TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. w 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH o TOPSOIL AND SEED AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND 4. SIGHTVEGETATION WHICH OBSTRUCT DISTANCES AT ROAD INTERSECTIONS SHALL BEREMOVED. ALL VEGE AT70N AND OVERBURDENTO REMOVED FROM SHOULDER TO SHOULDER PRIORO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE o 7. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-7 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 4" MIN. J. // ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) \-�\\/\\�\\ /\�!\ /// \\��\i\\i\\� /// /\ \\\iy\\/00\ ////\\\///\\�\iX\�`/` //// INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE \\////\\//\\//� NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. HANDICAP PARKING SIGN DETAIL ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS NOT To SCALE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. SIGNS MOUNTED BOTH SIDES 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ( VARIABLE WIDTH) J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE NOTE: CONCRETE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SHALL BE 3000 Psi (5' MIN.) 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). AT 28 DAYS OR WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:7 OR BETTER ARE TO BE ACHIEVED. STRONGER. 4" CONC. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, 6. OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES i // / / / i . 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1" SM-9.5 SURFACE COURSE 9" 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - VEHICLE STORAGE AREA NO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21 A BASECOURSE \ / % / / //�\/�\// //\/\/ SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE .. .. .. .. ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED \� / SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6" t OF 4" 2" R CURB 6" 13" ° ° ° d d 4, 61, 2' STANDARD CG-6 CURB & GUTTER NO SCALE 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 12'X2S' CONC. MIN. 12'X20' CONCRETE DUMPSTER PAD LOADING SPACE F-7" THICK - 3000 PSI CONCRETE �6" COMPACTED 21B STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE 1" = 100' SEE DESIGN NOTE 2 6- V-6' V-6' - MIN. - - - ---- e 4 4' MIN TO WALL IF WALL IS USED °. ° °4 -°° A TAPERED A ELT RELIEF 2' CURB d CUTOPENING 31 e.� - v d a' 51 R--6' a a TV: d ° d. - e. 0 L 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. CURB CUT INLET NO SCALE 1' DEPRESSED GUTTER Y AT OPENING SECTION A -A DEPRESSED GUTTER 20 AT OPENING ISOMETRIC DESIGNER INFORMATION 1. For use with stormwater faeil'ities with side 94m. RIPRAPOUTFALLTO 2• Refer to Standard VDOT CG-6 . Match gutter pan of EXTEND TO DETENTION adjacent Curb and gutter. BASIN RISER HANDICAP SIGN LOCATION (VAN) FLUSH SIDEWALK 3 FACE OF CURB BUMPER - BLOCK PAIN PER VDOT PAINTED SPEC. TF IP ICAL) ACCESSIBLE SPACE HANDICAP SPACE DETAIL NO SCALE NOTE HC PARKING SPACE & ACCESSIBLE ROUTES SHALL BE COMPLIANT N, ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH 117.1-09. Concrete Bumper Block • Concrete:4,000P.S.T., Vibrated D Reinforcing 2 #4 Rebars, 1.5" from bottom" W 72" long, 5" high, 4" wide top, 7&guot wide bouom • (ANT drawn i0 scak) I24" IL 12" �I 6" v 314" holes IL T.-A I 12" �I 13'-0" 4'-0"5'-o" '-0' 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6'-O" o (TYP.) 1 \4 /� ��41 l'-O" (TYP.) $ B PAINTED BRICK ENCLOSURE TO MATCH �j A PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) o `� ° ° STEEL BOLLARD (EXTERIOR) N O 5° (TYP.) (SEE DETAIL THIS SHEET) WOODEN�DOORS DUMPSTER GATE (SEE ° a° DETAIL THIS SHEET) 45' CHAMFER 13'-O" F\ /1 DENOTES 8 C.Y. DUMPSTER I D 1 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE: BROOM FINISH 6"x6" W2.1xW2.1 WELDED WIRE REINFORCEMENT C2» r17 7" CLASS A3 CONC. 7" 21A STONE -COMPACTED SUBBASE DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 2 Z 13' - 0" ti 1x6x6 TREA7tE)D BOARDS -BOLTED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYP.) (SEE DETAIL THIS SHEET) I N 2x2x3/16 a CANE BOOT ANGLE IRON A FRAME DETAIL DUMPSTER GATE DETAIL N DUMPSTER AREA NOT TO SCALE SCOTT/R. Cb,LLINS'Z HH Lic. No. 035791,E A 4/5/214i z O zO vl Z U U) m LOU O z Z 0 ti 'w LOU z V`I � W w CN N o 0 J ON 113- ry -- Z"' ON ON Q N M 11 z N o LU WN N 0 W � z LU Z Q LU O � W LIJ 0 Z x � °6 U (n Uj W w z � Ul LL Z W z p H X J W/ w w J �� > `/0N O w J UU ^ w v, w a u=) JOB NO. 202183 SCALE AS SHOWN SHEET NO. 6 STANDARD LIGHTING DETAIL: G FOOTCANDLES 0.5 -- 0.5 FOOTCANDLES FOOTCANDLES WLA3 SFCR ❑ 1.0 FOOTCANDLES FOOTCANDLES It IADISE($X) I PAR 7DISE(2X) 5 A *1��� � S IT18�IAS�I \ �0 / I OQa 24 ASH 15 A IH I I I I I P�RAD(sE / 10 ASH/ J 1/I 1zd I I I I C� H /, 5 POP 0 AS (2X)41 8 S� /10 A H / /� 8P0 j/ of 20 EXISTIN ASH PARADISE I CRITICAL/ ,L i /TMP 58A2-24C CD 10 / % ASH / f J / /10/ ASH 2 / / II RIVANNA WATER & SEWER 2 PARADISE 0. / AUTHORITY ZONED: C1 I PARADISE j PARADISE �( 2X/ ) Benchmark: �� Iron Found alli - - / / / // / / 1 / �0 8 N:3908385.82 �10 SH /i/ �fi/// / SHED / / / I A 45E/ iPARApISE(2X) I E:11455502.05 �� Elev: 539.11 / 2b 201A ( CRITiCAEiISTING- TMP 58A2-21 (PART 1) / // 0.5 SR & DR, LLC / / // / / 15 ASHSLO\ DB 5139 PC 1� ASH \ .0/�/ \ ZONED: C,1 / ADISF/ I /-, � 10 DELA 1.587 AC. - - - / I I i : \ PARADISE\EPTI/ Ile C /// J/ / O--TANK /� ♦� h ASHI / 1.0 / o.o / ,-- / ♦♦ EX. RESIDENTIAL // // j \\ ♦♦. _- \� III HOUSE / //.5 /f // i ^\\ �// EATON, LOUIS S OR S i ♦' S #4272 / F: / / I \ ZONED: RA 0.11 I a �\ - �MP 58A2-20A t� UP\ %SEPH W RICHMOND Jr \ / TRUST DB 4992 PC 686 I / / I / I I Ln \ \ N I O I 0. Q I 8.8' un LVDO f7 • / \\ FFE=516.550 B 412 PG 5 /Jc WOOD FENCE / Ill / / / / / I�/ I / / / SIGN / / - - / N01°27'06"E - - / 20.00' PLANTING - I - - I I �M ASPHALT BEDS ENTRANCE �I I 77/ - - \DI TOP=515.06 - - - - - INV=510.82 Luminaire Schedule Symbol 1 Qty ILabel I Arrangement I Ht. Itrotal Lamp Lumens LLF IDescription 0 12 IWLA3 I WALLPACK 15' 1 5,200 1 1.000 1 101L-32L-530-NW-G1-3-UNV-PCB-MGY ❑ 18 JCNY ICANOPY 15' 1 3,500 1 1.000 ICNY LED-PO-40K-MVOLT-WH -0 18 1 LUT IPOLE LIGHT 1 22' 1 5,500 11.000 LUTEC6241-PHO-2K-70W NOTES: I i. THE 8 LED LUMINAIRES BENEATH THE GAS STATION CANOPY ARE EXISTING AND ARE ONLY SHOWN FOR INFORMATION ONLY. 2. THE EXISTING POLE LIGHT IS BEING RELOCATED AND IS SHOWN FOR INFORMATION ONLY. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 4. PROPOSED LIGHT FIXTURES SHALL HAVE A FLAT LENSES. S. PROPOSED LAMP TYPE SHALL BE LED WHITE LIGHT TO CREATE A UNIFIED COOL WHITE LIGHTING ACROSS THE SITE. GARDCO by Os ignify Wall Mount LEDIIAII arl ,oIL eq� �aeXa Gardco 101 LED all sconces feature a low -profile design that rovides wide flexibility in high performance exterior wall Illumination. Full cutoff performance, usable Illumination patterns, and powerful wattages combine Into a compact and architecturally pleasing design. 101L sconces are available In Type 2. 3. and 4 distributions. and provide output of up to 9500 lu mems. Energy saving control options Increase energy savings and offer California Title 24 complance. Emergency Battery Backup option ava [able for path of egress. Ordering guide dol le 101L-33L-700-11W-GI-3-130-imRI2@ all sL 590 RUma CYIG1 i rypez UK Om l]0-S1N Do a"Iil� v0inrmllpotlreP• 1XIED l6llos cwlwrm. E-I. a< Wal'Billry NNiV14WSmite eM 1001rA GaneAMl 6irya4 Ill 1M1]W DaD.enn°anlbeh'i eryra.. K _hlrmimrv'' W lawa" (Ml4KWQ' 10c.Lwo, °cae�ma naammar (�u9srVVIY IWm� IxbrYV'w19 L e0m1 LY dBAI2WAR areal onal PML01tl a. .'r AL.'ache saoarallgaln,.'(o. 6. rrdo W M, lade. ryQYl3/M. gpalea O got I A A adIaAECSQVNM. IWS ry ga 9la 5 .. a 1. MlL aal 30Y Il 9 saunter Q03iN yX10 M 1WoeIm QivvY 3. Aw a.L+a MI9.na.L-ns301eN.pWa.W 101 LueX rLLQni YAo¢ G..aw4de lal 1hlta7rWM1 PAe1a 1n111 3s c al aw v N - Yat nnartY Ae agLlaewM d. 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Dimensions 101L Sconce LED III Mount LED Wattage and Lumen Values dfx0aena. 11. ft Im I dmM War Oul ten0. Awry. Ii Wmr ".a tWel BVG " Lawry IL Pw1 Lu.n amM" Nne• BV6 =WM Rory (LM) L.- "a'an" I W4 al Lawry I (LWl1 Lu.m ama" 1on'WL-90 xw Q 16 Sm aoou 11 IN4 BIo w1 IW 3oa] I 61 10 Gl s] 1141 61110 Gl as 1MLd6000-l"l 16 1W 40rCK 31 TO fill Tl03 34M it G1 W1 35M 91 W G1 % 101114E Io00 XW 41 6 160 dOnON 55 SMO 61LOG1 Yt PoI Milo Gl 9f t13 m W Gl B6 1NN6LD00 NW 61 16 12W 4000N 65 5744 1 JOd I W d4p ri GL 1NL)3L A0 NW 61 33 SA a000N 53 Sta Ot WGl 110 5]W r110 GL81L0 W GL IQt UI al vD vuy ru w7 / i / / I RIP AP // / CONCRETE UD / INV=521.08 � PER ANENT RAINAGF� SIGN - EAS ENT DB 2 PG 43�j HEADWALL / S28° '44"W,,- /GUARDRAILS -� - a me al ti z U.S. ROUTE 250 IVY ROADPAVEi/Ffi1T-455¢ 7.87- - --eft^ --- / --- ROAD PAINT // Elev:,5fi7.13_----_--- - - - - DB 231 PG 585 (STRIPING) - - - - - - - - - - - - - 20 0 ---- - ---__-_- -.- - - ------- - --------- GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 SCOTT/R. CSLLINS7 Lie. No. 035791 �1a p 4/5/21 `�Q1 z 0 z F O I_ a N Z" Do 1n Dow 00`� Z J 0 ti w Z I W W w -" N L WN N W> W WI z J M� W z LU 0 LU z z a d w z 2 z J LL 0 X w I, -^I _Vrl r O w J U U Iw w a Ln JOB NO. 202183 SCALE 111=20' SHEET N0. 7 G ',4n �l HT. OF OBJ=3.5' 535 535 530 �' 530 S\G -96 i SIGHT LINE (TYP.)- 525 525 OF OF SIGHT / --- ---- ISTANCE=39 ' 52O ----- - ---------- -- HT. 0 EYE=3.5 ��� / 520 _ - / 515 --' --�- --- --.- - �i 515 EXISTING GRADE (TYP.) 510 PROPOSED GRADE (TYP. IV 510 508 508 m a v, � o o a rn Ln I 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 SIGHT DISTANCE WEST EXIT .aA1601 545 HT. OF �BU3 540 535 �- 35 530 y�l C3 v� 530 �� 525 525 ��� HT. OF 0 J=3.5' SIGHT HT. 0 i' 520 — — — — — — — ----- ISTANCE=390' ---- --- EYE=3.5 i� �� 520 -- ---- --- / 515 - ` �� EXISTING GRADE (TYP. ram= - r 515 510 510 PROPOSED GRADE (TYP.) 505 505 N L!1 N N N l0 N Vl Vl 0 L!1 tQ fM+l n t0 tp O N l0 N N N L!1 N `y Ln 10+00 10+50 11+00 11+50 12�00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 O SCOTT/R. CSLLINSZ Lie. No. 035791 p 4/5/21 `�Q1 z o zO ,,AA a V/ N u Z m W D 0 0 z o V\I � W w 0 z(YI) a1 N UQ N J WC N w W > ~ rzi (n v) LU Z J Q LL H L.L a w U Z z z U 0 c1 W x W w UlU) W (n Z� H O J � � 0 0 0 VERTICAL GRAPHIC SCALE J 5 0 2;5 5 10 20 ( IN FEET ) 1 inch = 5 ft. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 7 W W a = D_ ul JOB NO. 202183 SCALE 80 H: 1 "=20' V. 1 "=5' SHEET NO. 8