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HomeMy WebLinkAboutSDP202100030 Plan - Revision 2022-03-01GENERAL NOTES APPLICANT 058A2-00-00-02100 SCOTT'S IVY EXXON 4260 IVY ROAD CHARLOTTESVILLE, VA 22903 OWNER SR&DR LLC SCOTT'S IVY EXXON KESWIC, VA294 FINAL SITE PLAN AMENDMENT & ARB PLAN(SDP202100030) KESWICK, VA 22947 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLFAE , 229Q2 TELEPHONE (434)293-3719 X (434)293-2813 SA M U E L MILLER MAGISTERIAL DISTRICT CONTACT: MR. SCOTT COLLINS, P.E. scott@collins—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 ABUT77NG ZONED COMMERCIAL/INDUSTRIAL USES: SEPARATION 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 STATION 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 J51003CO265D 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 WA ROUTE 250 (IVY ROAD). THERE IS AN EXISTING ACCESS EASEMENT ACROSS A PORTION OF THE PROPERTY TO SERVICE PARCEL IMP 58A2-24C & 58A2-24. THE ACCESS EASEMENT WILL BE EXPANDED WITH THE SITE PLAN AND PLATTED WITH AN EASEMENT PLAT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE PROJECT LIGH77NG: THE SERVICE STATION HAS EXIS77NG LIGHTS ON THE BUILDING AND CANOPY THAT WILL REMAIN. THE CANOPY HAS (8) EXIS77NG LED LIGHTS. THERE ARE (2) EXISTING STREET LIGHTS ON THE PROPERTY TO REMAIN, AS SHOWN ON SHEET J. NO ADDIT70NAL LIGHTING IS PROPOSED AT THE FRONT OF THE SITE AT THE CANOPY, OR ALONG THE FRONT OF THE EXIS77NG 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 LIGH77NG 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. DUMPSTER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES.• AN EXISTING PRIVATE WELL AND SEP77C SYSTEM WILL PROVIDE WATER AND SEWER SERVICE FOR THE AUTO SERVICE STAT70N EXPANSION. THE SEPTIC SYSTEM WILL BE UPDATE WITH THE 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. ES77MATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 10 EMPLOYEES WILL BE NEEDED AT THE LARGEST SHIFT PARKING LOT/TRAVELWAYS: 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. GRAPHIC SCALE 30 ° 5 ( IN FEET ) 1 inch = 30 ft. Benchmark: F Iron Found 3908385.82 N: 11455502.0 E: 11455502.05 Elea: 539.11 / / / TNP 58A2-20 LENVIC, LLC DB 3801 PG 750 ZONED: C1 I I I I I I I I I ALBEMARLE COUNTY, VIRGINIA Ln co�4P�� a�0 tiy� r' 20 ASH (zxl zo le 15 ASH 10 ASH J� ID A� D ASH CE J' [' ASH i IASHI z zr \F I I I I I I I I SHEtT LAYOUT SCALE: 111 = 30' I I I I li I I \ I I I I W TNP 5842-24C p RIVANNA WATER & SEWER 2 AUTHORITY ZONED: C1 I E` 11RA31SE d 7 I� DIS i2"11 TYP 58A2-21 (PART 1) SR & DR, LLC DB 5139 PG 134 10 ��15 ASH ZONED: C1 P„ RADIS- DBL 1.587 AC. KADISE I SEPTIC � I TANK LID �- \ EX. RESIDENTIAL I TNP 5SA2-24 1 HOUSE - EATON, LOUIS S OR SUSAN E #4272 ® VEN E ZONED: RA < o FENC ® \ I ® \® so o IF o IF N73'50'25"W CID \ 10.55, 12 TRP APLE ® / N22'50'28"W UP® s �e a UP F TNP 58A2-20A JOSEPH W RICHMOND Jr TRUST 1 q •z DB 4992 PG a86 \m Z 11 ® \ o ® \ S N ® 1-STORY BRICK IVY EXXON U _ WOOD FENCE y\ �i RIP AP o /(I PE ANENT RAINAGE , , i - EAS ENT 30'FRONT MAX, BUILDING SETBACK / -� � •. .` i o \ DB 22PG 43 S28• '4eW ' CANOPY / _ N012TO6"E � � ® 1 . 8' f 20.00' n0' FRONT MIN. BUILDING F11 & PARKING SETBACK 7 I o \ PLANTING ASPHALT BEDS ENTRANCE 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. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI At17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. R \ PARAD SF(2x) ' '5G11 e ASH �. ( - 15 aAFADIS ✓ N �Ar 1r, '�D rsH 13 AS WELL `0 0 �rARADISF } 20 T???kPI. ASH \ 12 ASH 6 PARADISE (2x) SHED �{PAF t 0 ! / �llllill/illil!%llllitlii%llllllili/llllllllllLliiii . ------ GUAR�ILS Benchmark: _ - Nail Found _ U.S. ROUTE 250 EXISTING N: 390807-54-� IVY ROAD _ _ _ _ — - —�roEMM 1455 s3za7 - 80'R7 - --- ROAD PAINT Elea: 517.13 I DB 231 PG 585 (STRIPING) 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. FIRE/RESCUE NOTE: 1. THE EXTERIOR WALLS OF THE EXISTING BUILDING SHALL REMAIN, CREATING A FIRE SEPARATION WALL FROM THE EXISTING SPACE AND THE PROPOSED EXPANSION AREA. THE EXISTING AREA IS 1,950 SF AND THE PROPOSED SPACE BUILDING EXPANSION AREA IS 3,200 SF. BASED ON THESE SQUARE FOOTAGES AND THE FIRE WALL BETWEEN THE 2 Q () SPACES, THE BUILDING DOES NOT QUALIFY FOR SPRINKLER REQUIREMENTS. THE ISO FIRE FLOW CALCULATION FOR THE BUILDING IS 1000 GPM. 2. THE AVAILABLE FIRE FLOW AT THE NEAREST FIRE HYDRANT (LOCATED AT THE INTERSECTION OF OWENSVILLE ROAD & NEVES LANE), IS 1670 GPM AT 22 PSI. THIS FIRE HYDRANT IS LOCATED APPROXIMATELY 1200 FEET AWAY. s .,Mn iyy� a Clover Lake ,=,vy Re. �. SUBJECT PROPERTY w /LyAC / a�dc vram sm:, r«ei ® Sig NY Rd ry Rd VICINITY MAP SCALE: 1" = 11000, 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 at the public bearings, any written comments eceived, and the factors relevant to special use permits in Albemarle County Code §§ 18-22.2.2(16)(a) an 18-33.40, the Albemarle County Board of I upervisors hereby approves SP 202000006, subject to the cond tions attached hereto. t•x I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy Tf a Resolution duly adopted by the Board o Supervisors of Albemarle County, Virginia, by a vote of six to ero, as recorded below, at a regular meeting held on August 19, 2020. Aye NaXI, Mr. Gallaway Y _ Ms. LaPisto-Kirtley Y Ms. Mallek Y -Ms. McKee] Y Ms. Palmer Y _ Ms. Price Y SP20 0-06 Scott's Ivy Exxon Specia Use Permit Conditions I. Development of Ore use must he in general accord, as determined by the Director of Planning and the Zoning Administrator, with the Conceptual Plan title "Scott's Ivy Exxon — Special Use Permit — Conceptual Layout PI n", prepared by Collins Engine ing, with the latest revision date of June 2, 2020. To be in genera I accord with the Conceptual PI n, development must reflect th following major elements within the development essential to d design of the development an as described in the narrative and concept plan: a. Location and building footprint of the proposed expansion. b. The number Ofauto service bays. c. Mitigating lallidscaping within the stream buffer, to the satisfaction of the County Engineer. d. Location and type of proposed landscaping litiffer. The landscaping buffer must be a Mixture of deciduous and evergreen plantings, to the satisfaction of the Planning Din zter. e. Location of the parking areas. 2. The following restrictions to any new outdoor lighting apply: a. all fixtures must befall cutoff; b, lighting is limited to 20 foot-candles at the +ound; c. new outdooi lighting must be on a timer or nantion sensor between the hour of 10 PM and 6 AM. 3. All mechanical equipment must be fully screened froirt the view of adjacent properties and adjacent public streets. 4. Hours of operation of the service station are limited Itwithin 7 AM - 9 PM, Monday through Saturday. Fuel sales a e permitted 24 hours per day. LEGEND ROADS I EXIS77NG CULVERT •,,,,,, EARTH DITCH CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. � BENCH MARK u + CURB CLEARING LIMITS CURB & GUTTER — — — — PROPOSED PAVEMENT -s 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 DENOTES TOP/BACK OF CURB g" DEPTH OF EC-2 DITCH TAB DEN07ES TOP OF BOX < z r c p z w � d � g u to p V) W U U < p �m co ` Z w =) Z L 0 Z O c O p Q U - N _ ~ UUl /w oe ZuJ L v, oe o u L / G 'y ti N Q 11 7 O Q J ZM M N �y M 06 N O LU W CN 2:N N 0 W � z LU 0-4 0.4 � � z L9 LUW z I —A O U U W W Q � z LL Ul [~ T Z � z O J ,W/ w W J r� > J V/,~^ 0 O N U O w J 0 w w a UU)) JOB NO. 202183 SCALE 1'r=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 -E(3X) / I ADISE(2X) �` ` I I`- __ _-- 1, C, / ! 81 ASH / I � 8 ��IL � I 2A ASH ry / o ems I A H - M PARADISE r - y 10 ASI- ✓ ' 10 ASH' / � � � ? A; H 536- 1 2, ASH /�5 POP /l / I Lic. No. 035791.a 0 7/14/21�4 /,(2X) o ASH 10 ASII I / Ln 8 ASH / z O z b PuWELL 5 U k ^ LU m z 20 A 5 /�S / I EXISTII / / m z ,l �/"�10 ASH DARADIS' _ CRITICALSL PIES/ 00 < O o J m '3 Ln 1 / �� �� /TMP 58A2-24C �o ce o 0 P 0 ASH 120 4 PL ASH N h � � o 12 / RIVANNA WATER & SEWER / o PARADISE / AUTHORITY I i � a ZONED. Cf C� o / r 15 � LLI i 111�F, PAvPADISE PARAIDISE � / --- 36 j „ / / /� 5 i 2X) 7 ce o ` ` / �, / / Benchmark: 0 A / o Iron Found F / / / 8 V N: 3908385.82 ASHI E:11455502.05 sfiE��zAGISCi PARADISE(2X) Elev: 539.11ry V� EXISTING` EXISTING TREES � CRIT(CALSLOPES TMP 58A2-21 (PART 1) LIMITS TO REMAIN v - SR & DR, LLC 15 ASH / I o / /V DB 5139 PG 1$4 - - 10 Q \ S�� �� / 0 �' / ZONED: C1 /PARADISE 5 ASH10 DEL A ( v N Lu 6', / 1.587 AC. 8 PARADI E, / o / / PARADISE\ o - SEPTIC / ^ U / EXISTING BUILDING TANK LID / 8 ASH �( 18 ASH ° TO REMAIN - = �� \ �I ;* I ASHI � 10 MAPLE 8 PARRQ ISE /- i i / EX. RESIDENTIAL CLUSTER c, HOUSE 10 ASH` / U ` I TMP 58A2 24 �I EATON, LOUIS S OR SUSAN E #4272 \ ZONED: RA / /� VEN E � r / — < 10 DBL z / 7� / / 8 ASH / OO / FENC M 0 / r v ,�/ //' rllV_ I /10 AS OO / \\ \V ch L.L / / �— sip titi TOEXISBEREMOVED TING TREES�� �� \ \V '��� �1 ���( o / I w i (TYPICAL) \ W / / 5 / \ \ ° M 0 8 DOGWOOD / / I � -530 I / A tea- �- \ i / N Z LU Z > / TMP 58A2-20 n ` p / / LENVIC, LLC I \ h / �o� / \ PROPOSED FEMA 100 YEAR / Ol Q ° DB 3801 PG 750 V �� / ` / / �- FLOODPLAIN - BASED ON MODELING.,,N d ZONED: Cf IF \ OMR IS CURRENTLY UNDER REVIEW/ 0 --- --528- -- ���� \ 0 WITH _ T - - o \ WIT / / -5z6-- -- -- --- \\\a Oo r i O o N73'50'25" W ' / \ v� \ 0� a I CC —----5z4_ - I 10.55' 2 TRP �� ' / / \p \ ° — N2��028w �p �2� v ����� Q WPOIBUFFER �BAEDON. // o o LE i o - � { MAPPING ,. ` � \ o S \ i I I I I ' j� o 16.58 COUNTY GIS &-FEMA \ rn I c �o I 0 - \ \ EXISTING.BUILDING / EXISTING W (� - - , - TMP 58A2-20A Z / / I - \ TO REMAIN GRAVEL O EXISTING ACCESS OAD / 1JOSEPH W RICHMOND Jr V / \ m-(o w / Z � TO ADJACENT PR�PERT ES � I TRUST �� �� \ N �Q� 1 TO REMAIN / / H--I O \ _5zo- DB 4992 PG 686 / \ 1 V I rI; 18.8' o ❑ _Q VDOT .UTILITYLn \ 1 / k \� � VARIABLE WIDTH ACCESS i I 45 n' EASEMENT �� \ \ \ DB 4922 PG 50 J \ EASEMENT / / / / / 0 op\ DB 788 PG 841 1-STORY BRICK / / DB 841 PG 721 / [� z O `O 'n IVY EXXON \ r \� 1 DB 907 PG 509 / F--I U E EXISTING TREE #4260 / N EXISTING VENDING .•� o /LL TO REMAIN TO REMAIN' MW L \ / / FP / J ���'\ A �i / / / // I U I (TYPICAL) BOLLARD'S EXISTING CONCRETf r' \I ° / / I W z WOOD FENCE i\ 0 RIP AP / w 0.5' 7 Z MW Gv° (&X REMAINND TANKS_TO 7 ,.• o (4) EXISTING W L z ❑ o / — � I CONCRETE UID En � \ O - r so'Xiz' BOX — — iY t ^ INV=521.08 w � EXISTING, ��� v• j / PE ANENT' RAINAGF{ ULVERTS EXISTING SHRUBS ASPH LT - - .' ° GAS SIGN/ APPROX. 51 Z I TO REMAIN 30' FRONT MAX. BUILDIN-SETBACK RELOCATED P 43J L LONG 33 5 _ ' _ / LL I o EAS ENT V DB 21 G � F' W \ G / PIS 2 dAS.PUMPS " ° MW o.7 a / S 4 / / _ _ - - - i o ^^�� WAL - _ — — - SIGN // . .CANOPY �� o o 1 • g,_ — — _ _ - EXISTING N01'27'O6" E _ - - / 20.00' VDOT R/W -- -- - - -- - - � 10' FRONT MIN. BUILDING sZ6 -- - - & PARK) NG.SE•TBACK, -- J — —, - - PLANTING / M� / - - - o �c5�o / �n 1 0 0N 0 t ASPHALT BEDS M �F d / a �� / r i — ENTRANCE \ EX: CURB U — ry O TO BE REMOVED J ------- / �L DITCH, — - U U,^ - _ - - EXISTING ASPHALT/ /GUARD ^ V l °~-' Fz PAVEMENT WIT�IN _ N 0 = o Benchmark: THIS AREA TO BE _ _ - / - - - a `" DI / Nail Found REMOVED- - ,v / los No. - - - TOP=515.06 / z U.S. ROUTE 250 <Q EXISTING N:390800aL54-- h / - - -- - --�_—_ _ 0 � w / _--- - 202183 0 INV=510.82 IVY ROAD EXISTING ASPHALT _ _ �- ,c1 PAVEh/TEiVT- 1455637.87 a - _ / - - —� _ _ _ 80 -R/VV _ _ �AVEMENI WaTH1"N ROAD PAINT Elev: 517.13 y^ / - - - - - GRAPHIC SCALE SCALE DB 231 PG 585 THIS AREA TO BE (STRIPING) REMOVED. zo 0 o zo ao ea j n=20' o i —SHEET NO.— -------- _ — — — , — — — — — ( IN FEET) — — 1 inch = 20 ft. t NOTE., MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE i /f ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. / ;18 ASH 1 SEEARCHITECTURAL PLANS, r 8 ASH ?4 ASH S 5 / �,S ASH 10 AS I I ' ASH < hs POP I 20 AS -I 5X) � C �0 � �"� e"`� / 8 ASP 10 ASH 8 PO/ ��°T `2 AS 1 / WELL ' 20 715 ASH / `(, � 15 EXISTIN / / 1\0 ASH r� ,PARADISL CRITICALSL PIS Y / W P �'' / EXISTING WELL TMP 58A2-24C / O 10 �H 0 ASH /' 20 T P ASH \ 12 I RIVANNA WATER & SEWER Ica F ^- AUTHORITY V / ZONED: C1 /l Co PY�\RADiSC PARADISE � IF \ 10 ASI // 1 \� SHED VDOTHARADISE �PARADISE(2X) STD. / CG-6 (TYP.) EXISTING TMP 58A2-21 (PART 1) / O J 20 AS! I CRITICAL SLOPES / V v' / SR & DR, LLC �� t DB 5139 PC 134 10 5 ASH ZONED: C1 EDGEOF PARADISE �H 0 DBL // 1.587 AC. PAVEMENT \ � PARADISE EXISTING POWER POLE WITH < ( SEPTIC STREET LIGHT TO BE TANK LID \ \ RELOCATE / PROPOSED TRASH DUMPSTER ENCLOSURE \ / A ���� �� �o� o / SEE DETAIL, SHEET 6 EX. RESIDENTIAL Z <10 \ MIN. HEIGHT=6' TMP 58A2-24 HOUSE Q5 / EATON, LOUIS S OR SUSAN E #4272 / ZONED: RA VEN E 10 /<� VEHICLE STORAGE/ 18 jvP FENC \\A RISE SERVICE PARKING AREA O '/ \ / / / I \ BOUNDARY FOR VEHICLE / \ k / \ STORAGE/SERVICE \ \ PARKING AREA PAVING. �- \ \ ---------------� SEE DETAIL ON PAGE6.�--------- O \\ / \ \ � o o moo' EXISTING DRIVEWAY \ PROPOSED io' ♦_ VDOT STD. TMP 58A2-20 TO RESIDENTIAL HOUSE\ (z) ROPOSED m CONCRETE ' ^� LENVIC, LLC TO REMAIN APRON 9' \ \ TERIOR BLDG CG-z (TYP.) ��� moo• c^ \ MOUNTED LIGHTS �O DB 3801 PG 750 / \\ ZONED: C1 \ F O PROPOSED ® a' \ BOLLARDS 4 d OVERHANG VAR. WIDTH ACCESS (.) EASEMENT TYP I \ F O / i6'TYP. Oo I I N73'50'25"W \ 3 d \ DB. PG. I I O VDOT STD. 10.55' 12 TRP / G 6 \ \ APLE I N22'50'28"W \ U P 4 PROPOSED PROPOSED 6' CONCRETE 18' TYP. CURB I 16.58' PROPOSED SERVICE SIDEWALK FLUSH WITH - CONCRETE PAP BAYS PAVEMENT / O� Oo =O I I FOR TANK \ 1H� PROPOSED 3,200 SF I STORAGE \ BUILDING EXPANSION 4 ? o � I I \ WITH 4 SERVICE BAYS \ UP I I TMP 58A2 20A / v� 1(M . o Q > Q PROPOSED BUMPER BLOCK z6, JOSEPH W RICHMOND JrTRUST SEE DETAIL SHEET 6 b ° / I w I DB 4992 PC 686 `�'o- qq -� FACfLf Y•+ go PROPOSED 6' I ��\ yA PHALTPAVINGb 63.6T �i ^ I N WOODEN \ O SEE DETAIL, 18.8 2 FIR FIREWALL ASPHALT PAVING SHEET 6 SEE DETAIL -- 4 \ PICKET FENCE 3 EXISTING 45.0 FOR SERVICE SHEET 6 d J HVAC/TANK C BAYS 1-STORY BRICK j I STORAGE \ x 9 ® 60 / Oo SCREENING ONE WAY TRAFFIC SIGN \ IVYEXXON -- (TYP.)'. ! ' \ #4260 \ I MILL VERLAY OLLARD' I 0 6 .5' - EXISTING PAVEMENT WOOD FENCE \ \ �- Cpl ROUND BUILDING AND \ �' GV. (&X) i O CANOPY, SEE DETAIL 00 ^� U i SHEET6 a. , EXISTING POWER POLE WITH ------------ 000 STREET LIGHT TO REMAIN \ \ 30' FRONT MAX. BUILDIN ETBACK ^. o V / (8) EX. LED LIGHTS PROPOSED NEW Qo I O / y V-D0 STD. \ /� SIGN PAVEMENT FOR TAPER CANOPY - " - va(T )� II ENTRANCE SEE DETAIL NO1'2T06'E \I EXISTING // -,�- .'� - - _ I SHEET FOR 20.00' VDOTR/W /' _, - -- - ----- - _ PAVEMENT DESIGN 10' FRONT MIN BUILDING PROPOSED STOP SIGN 20 16' & PARKING,SETBACK, - - - U D / I PLANTING IF PROP-STOP�GN BEDS M I zg, / PROPOSED ENTRANCE APE - - - ASPHALT -� - ISLAND-,- - - - - 43' N =� _ N - / _ _ _ _ -- --_ ------ - I _---- I/ ��- 3_,-S_j HTDISTANCE-__---- 390'SIGHTDIS- ---------- 86' =-�___--------- DI j I-�-- - TOP=515.06 / / Z EXISTING _ - EXISTING GUARDRAIL INV=510.82 /' I O ---PAVEM€PVT TO REMAIN. ENTRANCE _ __�_ _ I _ - ROAD PAINT - / TO START AT THE END - - (STRIPING) OF THE GUARDRAIL NOTE: s. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. io. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS ON THE PROPERTY. SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON THIS SHEET. 3. ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 5. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED FROM THE PROPOSED CONSTRUCTION. 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. 7. THE PROPOSED ENTRANCE PAVEMENT SHALL MATCH THE EXISTING PAVEMENT ON ROUTE 250 (IVY ROAD) AND SHALL TIE-IN TO THE EXISTING IVY ROAD PAVEMENT AT A MINIMUM OF i' FROM THE EDGE OF PAVEMENT. 8. VEHICLE STORAGE/SERVICE PARKING AREA IS THE PARKING LOT AREA FOR VEHICLES AWAITING SERVICE. 9. NOTE - VEHICLE STORAGE AREA IS LOCATED BEHIND THE BUILDING AND BEHIND THE TRASH ENCLOSURE. NO FENCE IS REQUIRED FOR SCREENING FORM RTE 250. LANDSCAPING SCREENING HAS BEEN ADDED TO SCREEN THE STORAGE AREA FROM ROUTE 25o. NO FENCING IS REQUIRED ON THE EAST OR WEST PROPERTY LINES AS THE USES AND ZONING AREA THE SAME AS THE SUBJECT SITE. io.CONTRACTOR SHALL TEST PIT AREA TO ENSURE SEPTIC IS NOT LOCATED IN CONFLICT WITH PROPOSED BUILDING ADDITION. CONTACT CIVIL ENGINEER AND OWNER TO COORDINATE MODIFICATIONS TO SEPTIC. ii. CONTRACTOR TO LOCATE EXISTING WATER SERVICE TO EXISTING BUILDING TO MAKE SURE PROPOSED IMPROVEMENTS DO NOT IMPACT EXISTING WATER SERVICE DURING CONSTRUCTION. 12.FUEL STORAGE TANKS SHALL NOT BE WITHIN THE FLOODPLAIN. 13. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED BUILDING. 24.ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. EXISTING DRIVEWAY / ACCESS TO ADJACENT PROPERTIES TO REMAIN VARIABLE WIDTH ACCESS EASEMENT DB 788 PG 841 DB 841 PG 721 DB 907 PG 509 RIP AP MILL AND OVERLAY OF EXISTING SITE PAVEMENT MILL AND OVERLAY OF IVY ROAD (RTE. 250) NEW PAVEMENT ALONG IVY ROAD (RTE. 250) / CONCRETE LID _ \ - PER ANENT RAINAGE INV=521.08 - EAS ENT SIGN - DB 22 PG 43 HEADWALL S28' '44"W - - - - - 1 390' SIGHT DISTANCE- - - - - - - - - - 390' SIGHT DISTANCE - -� - --------n------------- GUARDRAll � � PROPOSED LOCATION OF RELOCATED EXXON oo O NEAREST INTERSECTION VDOT STD. (MORGANTOWN ROAD) \ PROPOSED CG-z (TYP.) \�\ MILL/OVERLAY AREA GV° ALONG IVY ROAD, SEE U P DETAIL SHEET 6 O S66'11'40"E UP I IF 162.74' G� or Sl l'07'42"W 2.64' HEADWALL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 u z z O w a Oz E W o wm Z"ter w z I Z Z 0 O O O Q N W w - � ae o Q LuJ CT � -- L` zM M CT N �y M 06 N w w � N N Q w � z w 0.4 Z 0.4 -- Q z � Q qz - L9 J Q M a Z � w U Cn O w J .J z ulLL I--1 Z z - O J W w J > Q H� O ON U O w J I� H 0 � W O w a � JOB NO. 202183 SCALE 111=20' SHEET NO. 3 II 5 ASH i f� I I I NOTE: MECHANICAL EQUIP NTSHA BE LOCATED ON HE CO ! 5 ASH 1 81 ASt I MECHANICROOFTOP AL EQUIPMENT AF THE PROP LL BEIIMINATEDFROMATHE l ��E� 1 I ENTRANCE CORRIDOR WIT THE US OF PARAPET WAL S. S EARCH/TECTURA PLAN . 24 ASH ° 151 / AjH ,TH OFIT SCOTT R. LLINS�Z U Lie. No. 035791 �Q lu A�/ I ��o� 7/14/21 1 �� v/ '12 A H I _ SLONAL Egg CulvertReport (2YR) V 1 I . ,S POP / � `✓) eii� I V � I HybeflvvE.peess E#anson(ar ANotlask�&AUIaCAD9 Qvil3°EI by PLlotlask, Nc. Thurstley, Pyi'12021� G A-H �o ASH I Bj./ Circular Culvert / Invert Elev Dn (ft) = 510.58 Calculations ' ♦ �' / A�.{ I I Pipe Length (ft) = 60.45 Cain (ofs) = 2.20 (� ♦ ; / Slope (%) = 0.50 Qmax (ofs) = 2.20 � Invert Elev Up (ft) = 510.88 Tailwater Elev (it) = (dc+D)/2 ELL / \ Rise (in) = 18.0 .. .'T �♦ I ./ / 15 ' I `j 1 EXIST! / shape = Circular Highlighted v'O ASH PARADISE CRITICALSL PES / \ Span (in) = 18.0 Qtotal(cfs) = 2.20 No. Barrels = 1 Qpipe (cfs) = 2.20 (STINti•W tL�� / � � ( 1t Culvert = DA13 Veloc op(cfs) = 1.70 Qove♦ �w.1 / ', l TMP 58Az-z4C �Q Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (ftls) = 1.70 ` Culvert Entrance =Headwall Veloc U ftls = 3.66 Z /♦ ♦ ASH i) / RIVANNA WATER & SEWER ` Coeff. K, M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) ) = 511.61 w / AUTHORITY / / ♦ PROPOSEDTREE PPS LISF I / I HGLUp(ft) = 511.66 o zo // ♦ ION FENCE / ZONED: C1 Co Embankment Hw Elev (f) = 511.66 (n o PROTECT / / 4 //_ �/ 6� ♦ ♦ " PARADISE I // ) P (() �) - 00 Flow e = 0.52 (� to V / 5 / -� To Elevation ft - 517. r/ .. } 8 Flow Regime =Inlet Control Ln g z /�S�".� - J ♦ ° O To Width ft 31.0 O ♦ iiAD SC I Crest Wdth ft 10.00 Z W m <' I Q'a % t / r• i/ Z O Benchmark: f / , ' y / / s / �" Culvert Report (io YR) o a Iron Found % s�6- i / 5"� ♦ v / f„ 8 o' utni HyftB Evp Emrciim mrAfto& � A•YaCA°® W13M byA c&*Inc. PuntdW,, Apr i N21 � Z Lu N: 3908385.82 I / i / /i % / ♦ ��^ "<�� �� � '� SHED ,� � r �-PARApISE(2x) I I (�cIf E: 11455502.05 ♦ ` Circular Culvert N o Elev: 539.11 / �� r /�♦ I a EXISTING` A Invert Elev Dn (ft) = 110-511 Calculations "N TMP 58A2*1 (PART 1) % / - m'i�, / V / Pipe Length (ft) = 60.45 Qmin (cfs) = 2.80 CRITICAL SLOPES SR & VR, LLC DRAINAGE j Slope (%) = 0.50 Qmax (cfs) = 2.80 DB 51 PG 14 / DIVIDE -� 15 ASH Invert Elev Up (ft) 510.88 Tailwater Elev (ft) = (do+D)/2 _ TYP/ NOTE: FINAL DESIGN OF PROPOSED / � . \ Rise (in) = 18.0 ZONED: CI ( ) / / PA ISE `", SEPTIC SYSTEM, SUBMITTED DIRECTLY Shape = Circular Highlighted _ -- --- -_ ry / - VDOT STD. Span in = 18.0 Qlotal / ♦ 6 , / �° / 1.517 AC. , �� / ♦ \ I TO VDH BY RIVANNA SOIL CONSULTING Pa O (cfs) = z.eo - ♦', ACG-2 (TYP.) No Barrels = 1 Qpipe (ofs) = 2.80 w / SEPTIC /�tio "� �i A I INC, TO BE REVIEWED BY VDH n-Value = D.013 Qovertop (cfs) = 0.00 / TANK D_ / h r \ \ \ \ Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (ft/s) = 2,06 Coetf. K MCulvert tcm,Y,k = 0.00 8, 2, 0.0379, 0.69, 0.5 HGL Dnnce = Headwall Veloc (ft) = 3.94 6 - A o I \ \ _ O HGL Up ft 511.51 / ; , o.36AC TO oo \ \ \ / / � Embankment Hw Elev ft 611.77 ' / GRATA INLET 1 / \ 1 Top Elevation(ft) = 517.00 Hi(ft) = 0.59 ,// / EX. RESIDENTIAL GRATE �, : '�` 1'S' / Top Width (ft) = 31.08 Flow Regime = Inlet Control / ` - __ URB \ TMP 58A2-24 / crestWdtn(ft) = 10.00 HOUSE Tc=6MIN CUT EATON, LOUTS S OR SUSAN E a / #427! / / / / 5.0% ZONED: RA PRIVATE ADS VEN E Culvert Report (ioo YR) ° 1 18" GRATE FENC NOTE: GRADING WILL HAVE NO IMPACT ON THE i � / I µ, �< v' r IINLET ELEVATIONS OR LIMITS OF THE FLOODPLAIN Hyaranw,rpranemnslmma�,mm:I�Aumc.w®a�r3o®ry.wm.m Inc. rwnaey, Aaizozi RIM = S16.2o \ Circular Culvert y I � y � \ AND FURTHER PROVIDED THAT ANY CUT OR FILL / / 1 \ \ / / ♦ \ \ SHALL BE ONLY FINE GRADING ACTIVITY WHICH WILL HAVE NO IMPACT ON THE FLOODPLAIN.Invert Elev Dn ft = 510.58 calculations z 3 5 VAR. WIDTH SWM Pipe Length (ft) = 60.45 4min cfs = 3.60 i / \ 6 6 LF PRIVATE i2" z% ° a FACILITY &ACCESS p O ) / -- 3----- _ ___ VDOT STD. \ HDPE PIPE Qa o.5/0 / Slope Elev 510, Qmax (cfs) = 3.60 \ / � - - INV IN= 12.3.1 EASEMENT Invert n) Up (ft) = 580.88 Tailwater Elev (ft) _ (dc+D) 2 / o/ \ \ \ \ \ ♦ -- CG-z (TYP.) r� INV OUT=Sii.79 Rise / Shape = Circular Highlighted [T i %\ �, ♦ \ i� / / Span (in) = 18.0 Qtotal (cfs) = 3.60 SEPTIC TANK -- / I V / o ♦ �� 4� / - A � No. Barrels - 1 Cope (ors) = 3,60 w M \ yv ,y° ♦ '0�0� o A �, VDOTt j / n-value = 0013 Qovertop(cfs) = 0.00 M LJJ / TMP 58A2-20 - - ♦ 1 \1 5' ♦ / ♦ ♦ DISTRIBUTION / ^ STD. PROPOSED Culvert Type =Circular Corrugate Metal Pipe Veloc Dn (ft/s) = 2.56 z_ LENVIC, LLC I \ \ - / Culvert Entrance =Headwall Veloc U ft/s = 4.26 !� �� BOXTO CURB VDOT P( ) M / as - - DB 3801 PG 750 9' Top Elevation - O = O ♦ 3 / i Coeff. K M, Y k - 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn ft - 511.69 'F ` S / ♦ ♦ LINES / HGL Up `) = 511.60 ZONED: Cf ♦ O - _ _ _ - - � � \ ti ♦ ♦ SPACED � � \ EmbankmentHw Elev ft = 511.92 - le 5 - - - " \� F O BC 516.49 ` _ / o N \ on (ft) = 51.08 Flow e = oss ' - - - - - - - � � \ � 5 49 •' • + � PROPOSED DETENTION / Top Width (() = 31.08 Flow Regime =Inlet Control M - - - - \\ \ C i6. e ♦ `. g APART ^ 4 y� Crest Width (ft) = 10.00 \ � - - - - - BASIN w z RISER. SEE N73°50'25 W ' _ ,� ° • I° / _. �\ \ VSMP PLAN FOR FFE= 6.55 y + \ DETAILS y N -,' --- I 10.55' �N �\�TRP �' O � � A� i � z - 5a4--- PLE 4.9% / o / 2 �� /' O LU H NN '`0'28"W 't %\� U V - �� // v� 10 .6% ♦ OO \ VAR. WIDTH ACCESS �� / 01 m / - 16.58' CONCRETE a 1 / _N y ♦ \ = EASEMENT SLAB ATA PROPOSED3,200SF\DB. PG. _ 1 HEIGHT k BUILDING EXPANSION r/ '�'�°IL 52zABOVE WITH 4 SERVICE\BAYS °a4% I \ r EXISTING DRIVEWAY "'� - - _ - "' w z - ' PAVEMENT o TC- 16 � ° �A UPA w � / ACCESS TO ADJACENT - - TMP 58A2-20A 5 49 // I \\ ¢,l o - w ,a W 2 BC i6.z \ PROPERTIES TO REMAIN /,IOSEPH W RICHMOND Jr � � b "PROP SED2 CURB �oz / TRUST ♦ \ Q� 0 1 , DB 4992 PG 686 \ D TCS ITH RIPRAP \ 1 =•M °a _- _ _ _ .VJ r z 4 9°� 18.8 q \ / �TYP VLO , e Sz0 '1 45.0' A� VARIgBLE WIDTH ACCESS / / j' j l i / I FFE=516.55 B 492 PG 5 + \ o J / EASEMENT / / / DB 841 PG 721 / / / / / - 1.z o: Q9 1-STORY BRICK / DB 841 PG 721 / � / I \ IVY EXXON j DB 907 PG 509 / / w CONTRACTOR TO / \ Q LOCATE EXISTING KNOX BOX REQUIRED FOR EXISTING BUILDING. #4260 / / \ / / j / / Q I LOCATION TO BE COORDINATED WITH FIRE TC 3.6. / o MW DRAINFIELD LINES. � 5 37 iooh � / �• , ^ SHOULD THEY BE I MARSHAL'S OFFICE. BC=S16.o8 OLLARD' / . RESERVE -=-7 r \ III / / = j / U V / Q -a 6 5' 3 _ / / / / / WITHIN THE ROW, WOOD FENCE / AREA �. RIP AP CONTRACTOR TO / TAWGV. (&X; 1 / .00 p (4) EXISTING ENSURETHATTHEY / 0� 4W i / 10'X12'BOX / / WILL BE PROTECTED EXISTING 18" CMP 5"° �` ---� �PER ANENT RAINAGE� CULVERTS ��/ / �� j I W FROM VEHICLE / s --- 1 " S ENT APPRO - , - / ' / z CULVERT TO BE ----------- -----------� ��� �� �w A EA 22 PG 43� LONG X 33 5 jam_ TRAFFIC DURING I 30` FRONT MAX. BUILDING SETBACK DB - �� _ I -I EXTENDED WITH / - CONSTRUCTION 5. • A �� r� •••� V VDOT STD. EW-i ,6 e� � HEADWALL a ., .• ' i ,/ ./ i ,, � - -- - � - ' '" SIGN DA=o. 8 AC / .CANOPY ' .. , OO ',` �' 9 „ EXISTING a� C=0.49 N01'27 06 E VDOT R/W , - ---- - -------- - - - Tc=8 MIN 20.00' -- - - - - �_ - - - 10' FR19N7 MIN. E;U)LDIN�, , , / ? ; �- Li - - - i --- -- / BIF :PARKING,SETBACK, ♦ r --- I -- - - �� ASPHALT BEDS ° B ENTRANCE /1 / _ VDOT STD. \ / ` /GUARDRAIL- " '� - II - - - - /' - / Benchmark: O \ ' / Nail Found / - / / • i / O CD - - - - - - _ / z U.S. ROUTE 250 EXISTING N: 39080 - EXISTING GUARDRAIL - - - IVY ROAD i ' _ _ _ -.Si, -P VE dEfVT E: 11455G 7.87 TO REMAIN. ENTRANCE r / / - - - _ - - - - \ ROAD PAINT � � Elev:.597.13 TO START AT THE END r' _ _ _ _ - - - - \ DB 231 PG 585 (STRIPING) - OFTHE GUARDRAIL - _ - - - - _ - - - __ -- - NOTE. THIS PLAN DOESNOTPROPOSEANYGRADINGWITHIN O ------- - - ---- ss8\ - -- � / - - __ _ _ __ - THE 100-YEAR FLOODPLAIN THEREFORE, THE PROPOSED GRADING WILL HAVE NO IMPACT ON THE ELEVATIONS OR U 0_01t�ST , -- - - _ LIMITS OF THE FLOODPLAIN ^� w -------- ' - INTERSECTION - - - _ MORGANTOWN ROAD) - - - - a ----- - ------_----- VDOTSTD.------------ --1 - -- JOB NO. A ---------CGz(TYP:)----- ---- _ ' �-516- _ u------- UP G� `\-- - _ - 202183 GRAPHIC SCALE SCALE /Still O S66'11'40"E - U PWOMEN 20 0 10 20 40 80 1 11_20 r IF 162.74' G O �` s11'07'42"W - SHEET N0. 2.64' ( IN FEET ) 4 / / o 1 inch = 20 ft. CULVERT REPORT TABLE Q VELOCITY DEPTH TOTAL PIPE SPILLOVER DN UP DIN (cfs) (Cfs) (Cfs) IWO (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 County of Albemarle Conservation plan Checklist- To be placed on Landscape Plans (Handbook pp III-284-111-297 for complete specifications) 1_ TbefollowlneItems shall hrshown on Me plan: x'] Treesmbes... d: ' I Limi6 of claadng(ouvside dnphveof [reee to be saved); il Location and type ofprotocave fcnting; ® Grade changes requiring tree wells or walls; 0 Proposed treneinng ortunnding beyond the lends ofeleatrng. (li / C ° DISE(bX) I I I I I sr I 2. Mrerklman �� PAEAPISTT(%Xf 0 All trove to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators EI No grading shall begin unfit the tree Running has been inspected end approved by a County Inspector. (� O 3. PreLonstradion Conference: ZI Tree preservation and protection meaemes shall be reviewed with the infractor on site. 4. Eauipment Operation and Storaee: -{,/ "1 �{I / 81 AS� El Henvy equipment, velacula tratTre and storage of constmdion metednls including soil shall not be permitted within Me driplin® of trees N1`) '� S' I to Ix, saved. 5. 3oRrp Edon and 9tormwaear Detention Devices:„ C 87 such devices shall not adversely affect Drees to be saved. 1 A IT 1 6. FUec: r // PARADISE / f I fl Fires are notpemtitted widtin 1 W feet ofthe dnpline of trees w be saved Q�, / � - / I I 12 I/ 7. Toxic Materials: /10 AS I/ I ® Toxic materiels shell not be storedwithin 100 feet of the dripl:ne oftreps to be saved. 0 Treestobare[ained within 40 feet of aproposed building or gceding activity shall be protected by fairing /yZ0 ASH fl Fenuing shall be iu place and shall be impacted and approved by a County Impanorpdor to grading or instruction. \ / / _ F S SH/ 0 A 10 ASH 9. Tree Wells: ® When the ground level must be raised within the dripline of a xve to be saved, a tree well shall be provided and a construction detail eabmmed for approval. 2 Ai H 10. Tree Walls: / � � \ I / 0 When Me ground level most be lowered with the dripline a tree m be saved, a tree wall shall be provided; and a construction detail / / mbmittedforapproved. -C I� WELL / / AS / / / / / / / IS EXIST u. TrenehheamulTnnnellna: 1 / t A PARADISE �' 4 0 ASH CRITICAL SL PES 0 When loge trais required vn ids the limits teclearing, it shall a done to far away from the trunks o ill de tr possible. Tunneling -� / I / f�' I - nnda almgetree shall be considered as an alternative when ilia anticipated that necessary trenching; Will destroy feeder rats. t`Z \ "� 12. Cl / �^"" 0 PI_ ASH v / 12 / LI Pwtedive fenang shall be the last removed during the fual cleanup. , ^,r r \ / p� 13. Commend Trees: / /lJm` / / / / J / / \ /vPADISE ® Dam trees III be treated immediately by pruning,farhlnmhon or otherradhods recommended by a the specialist. \ / VOTE: IT IS HE DEVELOPER'SRESPONSIHILITVTO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. ,�' ' W / �.- / ASH / "' _ PROPOSED TREE - F TpRADISE PARADISE owNERsICNAruRE 4/�/ i020 F -' - / / 1 A \ \� PROTECT FEN�E // / (/X)e\\ IN / J \ I / / I o ASH �''' ��� /SHED / /'rar DAPr1 sF/�V) ' DI CONTRACT PURCHASER SIGNATURE (DATE) ✓`c �-'� 511f06 Pepe 1 of 1 .� ��j i / \ E�ISTINZ, TMP 58A2-21 PART 1 1992 3.38 ' ib CRIT(CALSLOP�S / \ / �, u' / ` SR & DR, LLC J / 15 ASH / DB 5139 PG 1�4-�--� / - A O \ ZONED: CI -'0 DBL / 1.587AC. QP �� PARADISE', 0 SEPTIC TAN { �\ 0 ) l_ I I I _ I / I / w /TMP 58A2-24C �p RIVAINNA WATER & SEWER 2 / AUTHORITY / ZONED: C1 I I Pia �O I I SCHEDULE TOTALSITE SYM BOTANICAL COMMON NAME SIZE CANOPY (,OF QUANTITY1 COVERAGE (s� TREES BN I BETULA NIGRA RIVER BIRCH 21/2" cal. 1 397 1 3 1 1,191 PA PLATANUSACERIFOLIA I LONDON PLAN ETREE 21/2"cal. 1 422 1 2 844 QP QUERCUS PALUSTRIS I PIN OAK 131/2" cal. 1 471 1 8 3,768 JUNDERSTORY TREES AMALANCHIER x GRANDIFLORA SERVICEBERRY 6-Tht. 130 1 130 CF IG CORNUS FLORIDA DOGWOOD 6-Tht. 124 0 0 PY PRUNUSYEDOENSIS IYOSHINOCHERRY 6-Tht. 1 99 1 5 1 495 EVERGREEN TREES IN I ILEX x'NELLIE R STEVENS'NELLIE R STEVENS HOLLY T-7'ht. 1 44 1 20 1 2,376 MG I MAGNOLIA GRAN DIFLORA LITTLE GEM' I LITTLE GEM MAGNOLIA 6'-8' ht. 1 82 1 15 1 2,214 SHRUBS B ABELIAGRANDIFLORA GLOSSYABELIA 24"ht.min 14 8 420 S CORNUSSERICEA RED TWIG DOGWOOD 18"ht.min 72 8 576 IIV ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 14 196 ITEA VIRGIN ICA'HEN RY'S GARNET' HENRY'S GARNETSWEETSPIRE 18"ht. min 1 64 23 1,472 EXISTING TREE CANOPY Existing Tree Canopy 14,190 OTAL CANOPY 27,872 CALCULATIONS: EXISTING TREE CANOPY: 14,190 SF TOTAL TREE CANOPY ON THE PROPERTY: 27,872 SF TOTAL PARKING LOT TREES REQUIRED: PARKING SPACES: 29 # TREES REQ'D (1 / 10) 3 TREES PROPOSED: 8 PAVED PARKING & VEHICULAR CIRCULATION AREA:28,480 SF SF PLANTING SPACE REQUIRED (5%): 1,425 SF SF PLANTING SPACE PROVIDED: 1,920 SF STREET TREES: TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 190 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 5 TREES TOTAL STREET TREES PROVIDED = 6 TREES < 1r- z ° O z w � d O 2: In //� W O m DO ` Z w m Z (n 0 O z O O Q U - N _ ~ U-I w z � E K p D N a c W ` I.b a 'J / I ,-/ .,, z EX. RESIDENTIAL 1 0 �7 Q HOUSE ti ( -4N/ / I TMP 58A2-24 Landscape 1V �teS I \ EATON, LOUIS S OR SUSAN #4272 + / + I \ ZONED: RA a r VEN E NOTES• FENC 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIA77ON OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE =7 M SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIA77ON, THE VIRGINIA SOCIETY OF cv) A \ `kk - Ivv v\v v I 1 C ° IF z N73'50'25"W \\\ 10.55' v v �l\\ TRP \ PLE -N22'S0'28"W \� UP / 16.58' �� ♦ e I^\ (4)MG y TMP 58A2-20A \ \ ? <I OSEPH W RICHMOND Jr \ q TRUST f Source: Va. DSWC Plate 3.38-2 - - DB 4992 PG 888 `P I (8) IC Conservation Plan Notes: I x 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH N PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF i + CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN I �� THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WOOD FENCE 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (3) IN TO BE PRESERVED AND PROTECTED. / 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE I \ ' DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN / / N01'2T06"E 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE i PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND / 20.00' INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - - _ - - - 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, - 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 n PLANTING R) l SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING\�\ ASPHALT BEDS \ SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO ENTRANCE BE PRESERVED AND PROTECTED. I 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE ' ' TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT \ CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE \ PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ DI 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF \ \ �- TOP=515.06 TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY - - y - _ _ _ \ INV=510.82 PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT _ 00 ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. - - -- - - -moo- / \ \ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR (01� Q THE ROAD AND BRIDGE SPECIFICA170NS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. v v N ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT 2. HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO06 00 A ' SUPPORT THE OVERALL HEALTH OF THE PLANT. � / 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED (4) MG (1) CS m ° ��. IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE ��Z _ PEDESTRIANS CN J \ (2) IN (1) MG / m o \ \ 0 CD 01 w z � ICN `° / 2: DOUBLE STRAND y12 GAUGE WIRE 14 W fV WITH RUBBER HOSE & TURNBUCKLES Q TREES UP TO 4' CAL SHALL BE STAKED 2"x2' HARDWOOD STAKE WITH 2 F 4" HARDWOOD STAKES ( 2 \ TREES OF 4 CAL OR LARGER SHALL BE 7 PA \ CUT &REMOVE BURLAP FROM TOP J GUYED W H 3 EQUALLY SPACED, TWISTED, L V 1/3 OF BALL AS SHOWN ° +\ 1 AND TURNBUCKLES LOOP HOSE AROUND EMERGENCY SCARIFY SUBSOIL TO 4" MIN. DEPTH / TRUNK. FLAG WIRES WITH COURVEY TAPE. W SPILLWAY FOR MULCH SAUCER i REFER TO SPECIFICATIONS FOR W FFE=S 6.55 / (7) I\/ �O\ \ \ \ SWM FACILITY FINISHED GRADE V�� FURTHER INFORMATION / V / 2 \l�-1 \ \ I TREES UP TO 4" CAL. SHALL SHALLER STAKED. �I �/ Hy Q �J �, '.00 e \ GUYED WITHTREES 4" CA3 EOVALLYG SPACEDBE \ F� L �: / I s0. \\ ', \ TWISTED, p12 GAUGE WIRE WITH HOSE `\ GUYWIRES WITH RUBBER HOSE AND PROPOSED 3,20o SF m 0 IC _\ \ a - - AROUND TRUNKES. LOOP HOSE ABOVE BRANCHES _ _// TURNBUCKLES 2/3 UP TREE \ V`T O A - AS SHOWN, FLAG WIRES WITH BUILDING EXPANSION / I � \ \ \ \ - x' - OR VEY TAPE ANAL MFERMTOI SPECS � � OP OF STAKES OD STAKES, ALIGN � < a WITH 4 SERVICE BAYS a ,+, i �� -_ L \\ \ \ \ \ _ I�y_j 1 Q AMENDED SOIL MIX v L MULCH SAUCER �J 1/'tn� l L �Ll A \ V 1,r I//AMENDED SOIL MIX 7 ° COMPACTED SUBGRADE / I Cr 013 \ UPLD \ �\ W,,/ %'9C� \ \ Q I� Tree Plantingand Staking Detail "III l 111-II W W a Not To Scale III- CUT AND REMOVE BURLAP FROM TOP a 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH r \ / ) U) 8.8� o x X + + \ (6) IV COMPACTED suecRADE v VJI A 5 0 VA FFE=516.55 I + T� J Evergreen Tree Planting Detail '�' Not To Scale 1-STORY BRICK / F- z Q ® IVY EXXON - (8) MC �� I--1 r� / - s- #4260 / N \ '.o \ (1) CSUl /,.• RIP AP / ` '" GV & 3 BIN / J //I CONCRETE LID / /� Z O n C t INV=521.08 , PE ANENT RAINAG "`H i EAS ENT PG 43 HEADWALL / DB �� J � w S28'4 '44"W/� CANOPY i �l rf k ©�// 12.98'�.1� R _ W 10' FRONT MIN. BUILDING J Ur I -I I -- & PARKING S CK- (6) CS r I I ' / U O r f --- - / -- (5) PY / /GUARDRAILS -� -- ----- _- - \ w ---- _ ----- / Benchmark: / - T / / Cl- to (5) QP �' Nail Found / - - / / / / JOB NO. S U. S. ROUTE 250 (8) AB E�STING N: 3908037_V54 - 202183 / // / / - - - - O IVY ROAD - _ _-�Z--PAVEMENT- E: 114550/7.87 --- Elev:5T7.13 / / - GRAPHIC SCALE -- - - - ROAD PAINT _ - _ SCALE DB 231 PG 585 (5) IC (STRIPING) - - __ ------------ 20 0 10 20 40 80 11I=20' -- - - - SHEET N0. ( IN FEET - - - -- - - \ - / - 1 inch = 20 ft. CC-12 A fT PERMISS_IBlE COAST. 5 MN. JOPJT l -- II A Y TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN cc -a BACK OF 20 SECTION A -A NOTE: FOR GEIER& NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 6 5 5 10 6 7 14 7 13 15 B 15 15 NOTE' THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET.REGARDLESS OF THE SLOPE- p u Y 3 O 4- Mai= �CROSSWALK� 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 ARE AS NOTED. 2nM P s�MI x x 2MIN ' AT X 2" HIGHER THAN EDGE OF PAVEMENT AT SAME AS TOP OF CURB *. THIS CCMBNED (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X ISO" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE"I`I`ATDH REFERENCE EV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 R EV VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTES: 1. T14S ITEM MAY BE PRECAST OR CAST IN PLACE. 2. GONGRETE TO BE CLASS A3 IFR CAST IN AGE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID 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 10" 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 REOUREMENTS FOR CG-B AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 WP-2 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 4„ F�==� EDGE E%PAVEMENT I I DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS ---------------- EXISTING SUBBASE PROPOSED SUBBASE R CG-2 BASE SUBBASE ROAD AM BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 ' COMPACTED SUBGRADE ' CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO E70STNG SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MNNUM 1'/2 NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) X MINIMUM 12 INCHES OR 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 DESGN 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 BE THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTNG 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'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY T�E ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AD EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(e) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS BE SECTION 315.07(a) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REFERENCE kREV, 11AD7 FOR WIDENING SUBJE(:T TO TRAFFIC305 .02 VIRGINIA DEPARTMENT OF 'TRANSPORTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA VEMENT 2" 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 LEGEND AND BORDER - GREEN SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF WHITE SYMBOL ON BLUE CORRECTION. I BACKGROUND BACKGROUND - 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. WHITE J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 11, OR 111 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 1S 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. 0GALVANIZED o "U" CHANNEL POST 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR F0 :5 TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT d o ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. of GRADING w d d 210 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. CD w 2. WHERE UNSUITABLE MATERIAL 1S ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH 3: 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 VEG4. D. WHICH OBSTRUCT OAD INTERSECTIONS SHALL BE DISTANCES AT RFROM \ \ \ \ \ \ ALL VEGETATION AND OVERBURDENTATION O BE REMOVEDSHOULDER TO SHOULDER PRIORTOTHE CONSTRUCTION OF THE SUBGRADE. % % °" 'TIII DRAINAGE ; 1. 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. i i i i�i ix,/ 2. STANDARD UNDERDRA/NS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS / /i %i%i%ii ii INDICATE. ii i i / i/iii i% 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 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 Nor 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 TRANSPORTATION (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 SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ( VARIABLE WIDTH) J. EROSION AND SILTATION 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 3:1 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, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. / / \ 4 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. j jj\ 9 j /\/\\/\/\ 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. \j\ 8. ALL EXCAVATION 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 BASE COURSE COMPACTED 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 ��C'/// ///%/ /// %/��%�///%�%/ COMPACTED S \�j��%����\�\ SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6" OF 4" 2" R CURB 6" 11 4 13" 4 d ° n ° a d 4, _1'y�61, 2. STANDARD CG-6 CURB 4z GUTTER NO SCALE 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 12'x25' CONIC. MIN. 12'x20' CONCRETE DUMPSTER PAD LOADING SPACE r-7" THICK 3000 PSI CONCRETE 4 6" COMPACTED 2iB STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE 1" = 100' SEE DESIGN NOTE 2 F - - - MIN. ---- e < 4' MIN TO WALL - - - - - - IF WALL 15 USED - - - - 4. a A TAPERED A EET RELIEF 2' CURB 4 u CUTOPENING 71 .J ° '4 a 1 5 R--6 e TYP d- aa. 4 a. 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 -]Utter. BASIN RISER HANDICAP SIGN LOCATION (VAN) FLUSH SIDEWALK FACE OF CURB BUMPER BLOCK PAIN rl PER VDOT PAINTED SPEC. TRIPE YPICAL) ACCESSIBLE SPACE HANDICAP SPACE DETAIL NO SCALE NorE HC PARKING SPACE &ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS JOTE: ACCESSIBLE PARKING SPACES, kCCESS ISLES, AND ACCESSIBLE ROUTES HALL BE INSTALLED IN ACCORDANCE WITH X ANSI 117.1-09. Concrete Bumper Block • Concrete: 4,01)ORSA,Vibrated D Reinforcing 2 N4 Rebars, 1.5" from bottom" • 72" long, 5" high, 4" wide top, 7&guot wide bottom • (Not drawn i0 SGRlC) I�4") _ I� 12" �I I� 12" �I jl g" 314" holes j v I7 d 14 1 13'-0" 4'-0"5'-0" '-0' 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) a 6--0" o (TYP.) a F \/� 1'-0" (TYP.) $ B PAINTED BRICK ENCLOSURE TO MATCH Ei % PROPOSED BUILDING (8" WIDTH X N a7'-0" HEIGHT) o A 4 o ° STEEL BOLLARD (EXTERIOR) O 5A (TYP.) (SEE DETAIL THIS SHEET) N WOODEN -DOORS DUMPSTER GATE (SEE 4 DETAIL THIS SHEET) 45' CHAMFER 13'-0" �� i� DENOTES 8 C.Y. DUMPSTER /�\ 6'-O"(L) X 5'-6"(W) X 6'-87(H) LAYOUT L _ _ (2 PER DUMPSTER PAD) NOTE: BROOM FINISH 6"x6 2" W2.1xW2.1 WELDED WIRE REINFORCEMENT 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. Z E 13' - 0" Q 1x6x6 TREA7tE'D BOARDS v BOL TED TO IRON FRAME STEEL BOLLARD \ Z (EXTERIOR) (TYP.) (SE o DETAIL J N\ SHEET) 2x2x3/16.A CANE BOOT ANGLE IRON FRAME DETAIL ^- DUMPSTER GA TE DETAIL - DUMPSTER AREA NOT TO SCALE SCOTT/R. 01-1,LINS'Z Lic. No. 03579111- A 7/14/21�� U) z z O zz w a ,A In v, InU U JU Nn 'a ZW m z z z N O O U J I-- U I-u"'i 1�1 Z LU II� Q PW A LON WN N W W W 0- 4 Ln W w J2_4 r.� Q 1 {y m Q CIS z LLJ 0 LLJ Q z Q~ J Q LU W o;6 LL.I J Q 0 z z I� LL_ z O X Uj V) O w J UU I w w 0- Lr) JOB NO. 202183 SCALE AS SHOWN SHEET NO. 6 0 U C 0 0 O C WLA3 STANDARD LIGHTING DETAIL: / / .0 / T 0.0 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens Color Temp LLF Description 0 2 WLA3 WALLPACK 151 5,200 3000K 1.000 10IL-32L-530-NW-G1-3-UNV-PCB-MGY El CNY CANOPY 151 3,500 3000K 1.000 CNY LED-PO-30K-MVOLT-WH ---0 1 LUT POLE LIGHT 221 5,500 12000K 1.000 LUTEC6241-PHO-2K-70W I NOTES: ' 0 i. THE 8 LED LUMINAIRES BENEATH THE GAS STATION CANOPY ARE EXISTING AND ARE ONLY SHOWN FOR INFORMATION ONLY. a. THE EXISTING POLE LIGHT IS BEING RELOCATED AND IS SHOWN FOR INFORMATION ONLY. FOOTCANDLES 0 0 // N 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,00o 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 0.5 ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT 0.5 FOOTCANDLES / ; EXCEED ONE-HALF FOOTCANDLE. FOOTCANDLES / 3 ASH I 4. PROPOSED LIGHT FIXTURES SHALL HAVE A FLAT LENSES. S❑ LUT FCR 5 / PARAD SE GARDCO 1.0 aby Op ignify 0 P h \ )LES FOOTCANDLES c 0.00'.0 Wall Mount ° A 1.0 - 15 POP / c.m FOOTCANDLES ° 4 / 8 ASH 0 AS OxAS a<, AXno t /., S )/ Vi c / d PCP 1� f lI w" 1J ASH �J'/ WELL O Gard co 101LED wall ulsconces feature rformncepomlie illumidesign thn patterns widepowerful wattages performance extenor 20 ^ war patnd ar FUAcural charm desgn IQI scnces ar stream and pe 2,3lvattaescomb[nn Into a r r / 10 EXISTIN p p p g ,, T� _ o,matef and ,950 architecturally pE Energy saving, control sconces arecreasavailable e Type ingsan 4fferC California and provide / 0 ASFI `PARAGI CRITICAL SL PES output of up t95001u mans Energy saving mn of options increase energy sa ngsand offer CellomlaT 1e 24 •� +f'�,` compliance Emergency eatte,y Bari p o phon soul [able for path of eg or CRIVANINA A2-24C O pN' / ordering guide aorni lana)L-)co-rot-c1-3-1i0-IDXR2-Ee 10 A+s� 0 A") / 20 T PL ASH 12 TER & SEWER "ARADISE 0. 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A LL CU FF FI PARADISE' / a aso'�ka;n Q iaRDRx, 6W�) y D� YLtD n O / ] IIL DWbiWY fWTW , ��� 3P INDIeq 31LIn510M10 A50AW b. IO NOIYYbDCx1ALLC11RNC06 I6.Ik mnlNbk APCD iIAC/iR OC{LLC EP TI C ralNlex,I,anrdNe[an,cam,oxxY I aiwlablemeodz)TI IY ] Trossosa...a]e 1 fA Af9XgAMl X] MP13ne1bABWn5e0D,IG6. ] Nda'Lhbk M,A pnim AyO rmedu@WI 3.iLGpi/)cDIMroI waLN'ewll 1[D(B A2 Vbh5 TANK \ (o Drtohr1q DmC9wDr Ya M De / / \ _'" + iYa�rWbe Ia lb-.ug.s DOL1.,aaC 6OILFA1mVYDl. U z z 0 z w a E W U) � � U U (n "z �� Z w m I Z Z Ln 0 O � Q U u ~ to w Z of ae o POW, �{`.. .0 1- �s \ /yy■� peO / 0.0 �0,0 t 9 10% 10/19 � 1 EX. RESIDENTIAL . � � / 1 TMP 58A2-24 a 9 � us Q // F J" HOUSE ,5 O / EATON, LOUIS S OR St 0101E Sconce LED #4272 / ZONED: RA � � a / // / 0 < 1.0, FENC VEN E Vial Mount l PA BIDE Luminaire Accessories(order separately) M / / � I YoxaAwLa.+tl. agen�®,r. Wl,ewsYYLne..d.a.X,nuxa�,Y +0•5 / I _____ _• �. / \A VAI MO..I DID; waXMpunlXe eoxrorsurbaEmneml alN.c[,aeRI36.(v(o �6ymYA3amk1 rynticoOsptaegmd ryfayunbMnn lsmRotlnupNuree Of(FJ wRMlm aNnNesssoi pseydasWlnemM nclfenibeea ,�timp'efirIe6NderabibdyvWwef,lxelmmaOhrdmenoe Ayd GeniiR oMaen Rpnse -rMn.,.11mm 06 (uoH wlleod to SeWisa main pan=1 m�/roaJN ei s.MuipdlYoaAmAtlegtlLe0 sn.-q-FYgl erl 1 0.0 NM mlimirwres11w1 a,epWnnetllobe usetl MlM1,mwle q-fYR-) mmnicwA,Wni Srepye AlO, W,NaisySltm Mak. 4' TMP 58A2-20 I +0.5 '3 C� QO o \ �o DB 3801CPC 750 �� -• 1 0 . 0.5 /, \ ZONED: C1 I FO o= o > F O WLA eW LA3= 0 O O N W � LU G N 0 W -el z LU N73'50'251 W �} 3 / \ W I 10.55' 12 TRIP O� FFE=S 6.55 a APLE /Zi Q Qp]mm, 1--1 16.58' ' 0 = ,d,3mmi a]smml O 101E Sconce LED Q d 0 " I o / Wall Mount O / UP LU Q LED Wattage and Lumen Values TMP 58A2-20A Z _ / 0 Q I Q z JOSEPH W RICHMOND Jr TRUST s o 0 DB 4992 PC 686 0- N 1 �t 0 �O 8.8' Ln Ln VDOT F o' L �� \ FFE=516.55 twwxD 492 PG 5o 0 une LED IXv NneM rda, Sy L M" MW f1l rz LULen aV6 I- R17 Lum. aV6 A,Ls Eamry nPvl ILL .,Ifr,. 6 1° ..' W tB 6W0CL lUOs 1. 2611 In BI UO G, 3]d] con BI LU lI 1ML 16L I...i1 I.L XW Gl 6 4.rK ][q q�i '.294A O, N or. 31.D 01u0GI De 362 01WGI 9S 100 101LILL1D0DXW61 a 1pm nn = Imp e1 p. m .� men. D4 � m 101L 16L G1 I6 IlW d000N 65 Bi VUGI 89 53@ 81LO GL BI SE9 0. BILO GL ME 's AO NW 61 3E SA R 1111�. Bt UPGI TO son IDe 5316 no I% IML)3L wornZWK 7. coo m`0 Z De "M Z Z x ~ � U (n 2 W J J Q N ® 1-STORY BRICK \ Ln IVY EXXON LL I--1 #4260 / oo \ / C/) I \ / I � -��0.0 Ul OLLARD' // c�' � � � • • 0.0 / / WOOD FENCE RIP AP W / ° CONCRETE UD Z OC O \ 0 INV=521.08 - / PER ANENT RAINAGE x = SIG\ �: �. � ,.• � EASEMENT I 0.. ($e' +0.5 +0.5 -0.5 �o��� �° A DB 4922 PG 43 HEADWALL I � ECN _NY • • � ����•� .0 � - � � � � LLI G O f • .5 ❑ ❑ D:5 . / S28'47'44"W - NY SIGN EXISTING l 1. NY N01'27'06"E - - 20.00' VDOT R/W Y Y .0 I -I ❑ ❑ ,^ POST. 5 ❑ CNY CNY O V / MR) PLANTING - - i ASPHALT BEDS MB ENTRANCEELI / GUARDRAILS o (n w / -- - DI JOB NO. TOP=515.06 / Z Cw EXISTING - - ---------___ INV=510.82 / O 202I83 __�---PAVEMENT---- -- - - -� - -- -- ROAD PAINT / GRAPHIC SCALE SCALE // (STRIPING) 20 0 10 20 40 80 laa-20) SHEET NO. ------ ( IN FEET) 7 1 inch = 20 ft. r/10 540 HT. OF OBJ=3.5' 535 535 530 ,' 530 SIGHT LINE (TYP.) 525 525 OF i SIGHT / --- — — — — — — — — — ISTANCE=39 HT. 0 / ^J 520 --------- — �� EYE=3.5 520 --- — — — — — — — — — — — -- 515 --� --- ---- — � i 515 EXISTING GRADE (TYP.) v 510 PROPOSED GRADE (TYP. I 510 5o8 5o8 Q1 .t V1 tD O O N It 00) 00 00 W Ln ul Vl Vl V1 Vl 10+50 11+00 11+50 12+00 12+50 ctLr 13+00 13+50 14+00 14+50 15+00 15+50 SIGHT DISTANCE WEST EXIT 16+00 16+50 17+00 17+50 18+00 545 HT. OF O�J-3.� 540 46 i 535 .— 5 530 sE�,9 ' 530 525 ' 5�5 HT. OF 0 J=3.5' SIGHT HT. 0 — — — — — — — — — — — — ISTANCE=390' EYE=3.5 i� / 520 520 — — — 515 — � `�_ 515 EXISTING GRADE (TYP.) PROPOSED GRAD7,Tvl, . 510510 505 505 N L9 00 1� N t0 N N Vl Li) l0 � Ln 0 R l0 tM n LO O n rl LO O N rl .t N Ln Ol N '{ •i 'i ci r1 rl rl Ln 10+00 10+50 11+00 11!50 12100 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 I r z Z U z w a E ,A in p vI p Coz Z CoW � Z z "' o O p Q U (n F�1 U) w z LU LU W 41H SIGHT DISTANCE EAST ENTRANCE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. GRAPHIC SCALE 20 0 10 20 40 50 ( IN FEET ) 1 inch = 20 ft. z Q J m Q 06 z LU 0 LU U-) LU Q J_ LL z o QLU a U LU z Cn v) h-I J 0 Q � z = (D LL O x X LU U) O w J �UH 0 W p w o' S d � JOB NO. 202183 SCALE H: 1 "=20' V. 1 "=5' SHEET N0. 8