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HomeMy WebLinkAboutSDP202100030 Plan - Revision 2022-04-18 (3)GENERAL NOTES APPLICANT: 05BA2-00- 00-02100 SCOTT'S IVY EXXON 4260 IVY ROAD CHARLOTTESVILLE, VA 22903 OWNER• SR&DR LLC SCOTT'S IVY EXXON MILTON KESWICK, VA2294 7 FINAL SITE PLAN AMENDMENT & ARB PLAN SDP202100030 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTTELEPHNE(4J4), VA 22902 SAMUEL MILLER MAGISTERIAL DISTRICT 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 ABUT77NG 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 INFORMAT70N 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 PORT70N 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 STAT70N 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 ADDITIONAL 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. DUMPSTER 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 STAT70N 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 LOT/7RAVELWAYS: 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. 20 10 88fi Benchmark: F 1U A Iron Found N: 3908385.82 10 ASH E. 11455502.05 Elev: 539.11 10 sH 10 PA DISE I I I I TAT 58A2-20 LENVIC, LLC DB 3801 PG 750 I ZONED: C1 N73'50'25°W I 10.55' I N22'50'28"W 16.58' I TNP 5842-20A JOSEPH W RICHMOND Jr TRUST DB 4992 PG 686 I I I I I I I I SIGN ALBEMARLE COUNTY, VIRGINIA Co�4P�� 120 SHEtT LAYOUT SCALE : 111 = 30' I I I w TNP 5a42-24C p RIVANNA WATER k SEWER 2 AUTHORITY ZONED: C1 I H ILL ON \ d v I I I EX. RESIDENTIAL - � - I TNP 5a.12-24 HOUSE EATON, LOUIS S OR SUSAN E #4272 � v 0 ZONED: RA VEN E ® FENC \ ® so ® �� \o IF o IF \ 12 TRP 0 \ APLE ` .• • y UP s WAI ® UP 9 WOOD WELL 20 SHED TNP 5aA2-21 (PART 1) SR A DR, LLC DB 5139 PG 134 ZONED: C1 1.587 AC. /\ SEPTIC TANK LID 0"E - - - 20.00.00' - - - PLANTING ASPHALT BEDS ENTRANCE hAD15' 15 ,�, � 16, , 10 PARADISE ASH 15 '. PARADISE �f � aRADI"(2X1 10 DDI PARADIS 1\� o I N ® 1-STORY BRICK ,®® IVY EXXON �,- #4260 1 0 . 1d o 30' FRONT MAX. BUILDINGSE TBACK CANOPY 10N. BUIUDINU 8, PARKING I SETBACK DB 22 PG 43 S28' '44°W - \ -1 ------- _ ------ Benchmark: Nail Found _ --_--- - T_ U.S. ROUTE 250 EXISTING N: 3908037-54-� IVY ROAD _ _ - --�Avero1€Nr- _E 11455637.87 --- - - - - 80'R;e� - --- ROAD PAINT Elev: 517.13 DB 231 PG 585 (STRIPING) L-z NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND TRAFFIC GENERATION CALCULATIONS: UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT PROPOSED GASOLINE/SERVICE STATION W/ 2 EXISTING PUMPS (CODE 944) FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND ADT: 2 EXISTING PUMPS x 172 VPD = 344 VPD UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 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) THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR ELIMINATED. SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE 2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK SEPARATE SIGN APPLICATION. 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 NOTES: WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE 1. THE SERVICE STATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 18.5.1.20 SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THIS INCLUDES THE SALE OR STORAGE OF THE PETROLEUM PRODUCTS SHALL SATISFY THE REQUIREMENTS ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ESTABLISHED BY THE FIRE PREVENTION CODE, AND NO NEW STORAGE TANKS OR ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE LOADING FACILITIES SHALL BE LOCATED CLOSER THAN 100 FEET FROM ANY LOT LINE. INSTALLED IN ACCORDANCE WITH ICC ANSI At 17.1-09 AND THE 2015 VIRGINIA 2. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED CONSTRUCTION CODE. BUILDING. 3. NO VEHICLE AWAITING REPAIR SHALL BE LOCATED ON ANY PORTION OF THE SITE SO AS ALL WATER LINES SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE TO BE VISIBLE FROM ANY PUBLIC STREET OR ANY RESIDENTIAL PROPERTY, AND SHALL STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION BE LIMITED TO LOCATIONS DESIGNATED ON THE APPROVED SITE PLAN. PERFORMED BY THE BUILDING DEPARTMENT. 4. ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC 5. NO BUILDINGS IN WHICH SERVICES ARE PERFORMED SHALL BE LOCATED CLOSER THAN NUISANCE AND NOT OVER SIDEWALKS. 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) 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. SUBJECT PROPERTY w unitm State, Postai n S`g x�ne Ivy Rd VICINITY MAP SCALE. 1 = 11000 Pry Rd Clover Lake 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 8 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 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 Lions 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! 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 I. Development of the u a 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 accord with the Conceptual Pill It, development must reflect the fallowing major elements withit the development essential to the design of the development and as described in the narrative and con pt plan: a. Location an building footprint of the proposed expansion, b. The number (auto service bays. c. Mitigating laindscaping within the stream bulfer, to the satisfaction of the Comrity Engineer. d. Location and type of proposed landscaping tuffer. The landscaping buffer must be a mixture of deciduous and evergreen plantings, to the satisfaction of the Planning Director. e. Location of t e parking areas. 2. The following restrictions to any new outdoor lighting apply: a. all fixtures trust be full cutoff; b. lighting is li t ited to 20 foot-candles at theground; c. new outdooi lighting must be on a timer or 1 notion sensor between the hour of 10 PM and 6 AM. 3. All mechanical equipment must be fully screened fi•ol i 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 trough Saturday. Fuel sales are permitted 24 hours per day. LEGEND ROADS EXIS77NG CULVERT EARTH DITCH CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK u t 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 ELEVA77ON TBC DENOTES TOP/BACK OF CURB g" DEPTH OF EC-2 DITCH TAB DENOTES TOP OF BOX %l SCOTT/R. CbLLINSZ_ Lie. No. 035791 p 4/18/22 `�Q1 < r z ° 0z w � d O 2:u to O ) �m " co ` Z w =) z e F 0 O z O O Q V _ /A w z c u ne o u / ' W G z 0 L\ W Z rY' LL M Q 016 M zN O LU W � N N Q W > z LU Zh- _ � z F' Q O a LU LU l > z ~ III O U (n W lit � z I --I UlC/1 LL (~ 1 Z � z - O J ,W/ w W \} J P-1 O M N O w J H U I w w a in 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 TH 0 C, / SCOTT R. LINSZ ADISE X($) I ULic. No. 035791.'n PAR DISE(2X) / / I �� 4/18/22 1 I I I I I II I I I ONAL z 14 15 ASH ' z SH 8� ASH / II OQ� 24 ASH h j o IRADISA H - o �* PFE / ti h� I V / /10 ASH/ �� O m S3 0 Aj 5 POP / I/ / (2X) 8 SH 0 ASH / 0 ASH / m z 0 o zo o a 12 A H R o z a m U s w m 15 SH �. DELL / 1��� EXISTII / I �� / / p � S z 'o 20 10 ASH PARADISE CRITICALSL PIES / \ / o a o m /TMP 58A2-24C �p \ w z Lu r o 10 T ASH 7L0 T PL ASH h� t� A 0 0 ¢ o / J 2 / RIVIINNA WATER &SEWER \ / / o AUTHORITY I A �/ / o 0 ZONED: Cf A / o ASH hti 15 P6 �p \\ � /i' Uj g w 2 P aRADISE PARADISEC -j_ m (2X)\ A L Benchmark: 0 A Iron Found I N:3908385.82 0 ASHI v / / E:11455502.05 v SHED // �V/ PA A SE/ PARADISE(2X) Elev: 539.11 / / V (STING TREES EXISTING- TMP 58A2-21 PART 1 20 AS Li w CRITICAL SLOPESJCIMITSTOREMAIN / / SR & DR, LLC 15 ASH DB 5139 PG 1�4 - )6 3y \ ZONED: C,1 / PARADISE 15 ASH _ \ I L N � � 1714 3 10 DBL CD x/ / 6,� / A 1.587 AC. / 8 PARADI PARADISE SEPTIC EXISTING BUILDING A —TANK LID—/ 8 ASH I 18 ASH / f TO REMAIN / r—-- / / �� EXISTING POWER I \ I I � POLE WITH STREET *'1b ASHI ARR ISE LIGHT TO BEREL(�CATED10 MAPLE *8/r QEX. RESIDENTIAL CLUSTER tiO HOUSE / / 10 ASH\ /�\\ I EATON, LOUTS S OR SUSAN E #4272 / i I \ ZONED: RA I > / / _ _ / / 10 DBL / VEN E L9 .-� / / / ♦ / 10 / ,< MAPLE / 18 AS \ FENC r II I I ry = PA DIE I / N \ - I /10 AS EXISTING TREES /' �� \ / V A _ V Q TO BE (TYPICAL)MOVED/ / 8 DOGWOOD a \ \ �� 0 A / I m 0 so vv /l ( I I I p _ �` o �.� I I N Z z I \ Q /o \ / I I I Sao w Q / TMP 58A2-20 Q O \ _ / I / / LENVIC, LLC / \� / \ % o� / PROPOSED FEMA 100 YEAR / / / I o DB 3801 PC 750 \ / / / / FL60DPLAIN - BASED ON MODELING. � d / ZONED: Cf - \ IF p / \ \ MR IS CURRENTLY UNDER REVIEW -528--------- IT HFEMA \ / — — — — r -- - — --sz6— ---- \ \? IF o \\ / / / / I I W o _ N73 50'25' W N° / W o -- ------ 5�4 I \1�TRP �\� y$ / / / \`\�i \ 10.55' \ \ / �� // I J / 5 / \ 5�p'2g' W RLE\ i. EXISTING FLOODPLAIN'& / 20 Q 16.58' WPOBUFFER,BASEO\ \ \ \ y I I o /- \ \ ON. N22 P r \ \ \ lvY // I o z / COUNTY GIS &-FERIA MAPPING p A / / W a / \ _--522--- o 06L9 o / EXISTINGBUILDING s ---'TMP \ rv° . G \\ EXISTING 9 \ \ UP\ w \ / / 58A2-20A Z ^ TO REMAIN / GRAVEL/y EXISTING ACCESS CAD / / I �" w s /JOSEPH W RICHMOND Jr \ ! \ \ / BCD �— TO ADJACENT PR PERT ES / / z / TRUST / _520— DB 4992 PC 686 n EI� FP \- %.:. \ \ �\\I / TO REMAIN / / / I U 'H'^^i o ' I rn 0 I • 18.8' 0 0 Q \. ; VDOT UTILITY / U V / i / I 45.0' EASEMENT �� VARIABLE WIDTH ACCESS / / / / / � J 0 AB 4922 PG 50 J A / EASEMENT DB 788 PG 841 1-STORY BRICK / / \ / DB 841 PG 721 O IVY EXXON \ \ 1 DB 907 PG 509 / / I —I U E EXISTING TREE \ M N EXISTING VENDING .•' o / / / L #4260 / \. o I TO REMAIN TO REMAIN.' �� \ v / / / / / / / o FP / MW J :� / / / / / I I Ul (D m (TYPICAL) E BOLLARD', 60.5' / �� A � / / / F WOOD FENCE / EXISTING CONCRETE\ �0 RIP AP/ / SLABS AND TANKS TO po o (4) EXISTING o GV. (3X� a i 20'X12' BOX CONCRETE UD / / Z Z Z NI v'a REMAIN r Un i O �_ EXISTING ��� 0 Z� �A - s ' J / PE ANENT( RAINAGF{ ULVERTS INV=521.08 �� E-+ w �--� EXISTING SHRUBS � ASPH�iT -- APPROX. 5ti� / _ X z I /TO REMAIN 30' FRONT MAX. BUILDIN SETBACK TO,BE EAS ENT 335' _ n RELOCATED �o DB 22 PG 43J G w o EXISTING (2) GAS PUMPS S28' '¢4 W� / W LONG o ALL LO LLJ SIGN % EXISTING CANOPY 7.. --pOo 1 / VDOTR/W / / / / -_ Q / __ _ _ / / - / I H n 20.00' / 10' FRONT MIN. BUILDIN G S16 / / U P POST/' & PARKING SETBACK I ® / I O _—'— PLANTING I (V x N0 ASPHALT BEDS ENTRANCE i _ EX, CURB I — \ — — \—/ TO BE REMOVED / // N O o -- 4 C / / - En DITCH_ —_ _ — _ — / EXISTING ASPHALT//GUARDR I� S ^p w E ------ — —/ PAVEMENTWIT�IN _ - N x o le Benchmark: THIS AREA TO BE _ - / — — — ul — / / JOB NO. DI /, / Nail Found R_EM�C VED. - / - - - -- - o U.S. ROUTE 250 w EXISTING N: 39080 7 a4 - / h / _ _ 202183 — - — _ — TOP=515.06 - -' — - — - — INV=510.82 IVY ROAD EXISTING ASPHALT _ _ �- 51--PAVEiV1EiNT- 455637.87 - - - — - — - - - _ —� - - PAVEMENT WITH N- - — - ' Elev: 517.13 �; / _ _ — - GRAPHIC SCALE - �� T2 ft^>— - ROAD PAINT DB 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. NOTE., MECHANICAL EQUIPMENT SHALL BE LOCATED ON THE ROOFTOP OF THE PROPOSED BUILDING. VISIBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. SEEARCHITECTURAL PLANS. x \ e >y �15 ASH 8 ASH / 8 ASH n 24 ASH 15 PARADISE ASH / 10 ASH 12 A I �0 ASH 20 ASH 15 POP (2X) 10 ASH 10 ASH j8 POP 1112 ASH \ 15 ASH / WELL /iii l 20 10 ASH PARADISE CRITICALSL PES / W / TMP 58A2-24C O / EXISTING WELL 12 RIVANNA WATER & SEWER I 10 10 ASH /' 20 T PL ASH j � PARADISE AUTHORITY / co \ / / ZONED: Cl15 C- \\PA\RADISE j PARADISE \ / / `\ IF / 10 A . / v RELOCATED POWER POLE 10 8 \ 10 ASH / WITH NEW LIGHT FIXTURE \V� / SHED MOUNTED TO POLE VDOTSTD. PARADISE PARADISE(2X) X ' AT MAX. 2o' HEIGHT \'CG-6 (TYP.) / \ /EXISTING SEE SHEET 7 O 20 ASH CRITICAL SLOPES TMP 58A2-21 (PART 1) \ S , LLC 134 0 15 ASH D5 39 EDGE OF 15 ASH PARADISE ZONED: Cl 1.587 AC. PAVEMENT \8 PARADIS 10 / <(TYP.) PARADISE SEPTIC / (\ TANK LID PROPOSED BRICK TRASH DUMPSTER ENCLOSURE, PAINTED TO MATCH \ / // \ 10 ALl 9 Q� EXISTING BLDG (SHERWIN WILLIAMS, , lam_ / WEB GRAY). SEE DETAIL, SHEET EX. RESIDENTIAL �� ��A ° / MIN. HEIGHT=T / HOUSE O i TMP 58A2-24 \V / 'Ile #427Ile 2 ©\ / EATON, LOUIS S OR SUSAN E / 1 \ / ZONED: RA 10 ,< VEHICLE STORAGE/ 18 FENC v 2Q \ \ PA DISE SERVICE PARKING AREA PROPOSED MIN. 6'-6" HIGH STAINED\\ / / I \\ BOUNDARY FOR VEHICLE O / \ HORIZONT,ALOED SDLATSCREENING \ STORAGE/SERVICE FENCE EXTENDING FROM BRICK PARKING AREA PAVING. '- DUMPSTER ENCLOSURE. L=io' \ \ SEE DETAIL ON PAGE 6. _ OO \ r PROPOSED MIN. 6'-6" HIGH \ EXISTING DRIVEWAY \ PROPOSED io' VDOT STD. ��� / O o6 v \ = STAINED WOODED \ TMP 58A2-20 TO RESIDENTIAL HOUS (2) ROPOSED m CONCRETE N oo. o' O HORIZONTAL SLAT DB 3 01 \ \ F LE801 LLC TO REMAIN PG 750 F TERIOR BLDG APRON �� CG-2 (TYP.) } � SCREENING FENCE. L=26' \ TS , \ = MOUNTED LIGH \ ZONED: Cl \ O PROPOSE s ' } 2' \ BOLLARDS 4' } OVERHANG VAR. WIDTH ACCESS (TYP.) EASEMENT 1 \ IF O / 16' TYP. 0DB. PG. 1 I N73'50'25"W \ 3 / VDOT STD: \ I I 10.55' 12 TRP / + °O G-6 \ I \ APLE ONE i8' TYP. } 2 CURB I N22'50'28"W up WAY 4 PROPOSED PROPOSED G CONCRETE s po I 16.58' PROPOSED 6( ONLY SERVICE SIDEWALK FLUSH WITH--,,.,O \ I CONCRETE PAID BAYS PAVEMENT I FOR TANK \ PROPOSED 3,200 SF 07 �/ �� © O \ 1 STORAGE \ 1$" BUILDING EXPANSION I I \ WITH 4 SERVICE BAYS v ` 1 UP �> TMP 58A2-20A V, PROPOSED BUMPER BLOCK JOSEPH W RICHMOND Jr SEE DETAIL SHEET6 TRUST Y N I o 0 PROPOSED MIN. PAINTED DB 4992 PC 686 0 5' � \ A PHALTPAVING 63.6T "°. 0- WOODEN HORIZONTAL SLAT I r \ SEE DETAIL, 18.8 2 HR FIREWALL r ASPHALT PAVING \ VDOT + FENCE (COLOR: PANTONE SHEET 6 SEE DETAIL + 4r \ GRAY 428) FOR HVAC/TANK o + 3 EXISTING 45.0' SHEET 6 ' � J� SERVICE B: 492 0- -:S - + STORAGE SCREENING. / BAYS t F OO FENCE SHALL EXTEND A \ Z 1-STORY BRICK 4 MINIMUM OF 6" ABOVE ALL ONE WAY TRAFFIC SIGN \ L IVY EXXON (TYP.) MECHANICAL EQUIPMENT. \ \ #4260 / N s• \ I MILL/OVERLAY --�\ \ OLLARD' 6 .5' / �`b : - -� ' EXISTING PAVEMENT WOOD FENCEop - ROUND BUILDING AND \ GV. (?rXj i ' Oo �p CANOPY, SEE DETAIL 1� JJ AN SHEET6' EXISTING POWER POLE WITH - I 30' FRONT MAX. BUILDIN ETBACK STREET LIGHT TO REMAIN \ \ - / (8) EX. LED LIGHTS i VDOT STD.b. PROPOSED NEW CG-2 (TYP.) SIGN PAVEMENT FOR TAPER CANOPY ENTRANCE, SEE DETAIL NO1`27'06'E \ EXISTING , - _ ,�f - f .••••••p�(� J v� - I SHEET 6 FOR 20.00' VDOT R/W f _ --- T _ PAVEMENT DESIGN 10' FRONT MIN. BUILDING PROPOSED STOP SIGN U D 16' &PARKING SET20' I BACK - - -- II . 40 PLANTING F 20 J PROP45ED-5T8P�IGN - _ YEK ASPHALT BEDS M I /- - - PROPOSfD1AND5CARE -_ _ _ 4. � ENTRANCE ISLAND- " -- I / / --------- -------- / 4; 4 ------------------ 39o'SIGHTDIS - ggo' SIGHT DISTANCE ,i 86' WB 67 - DI I - _ TOP=515.06 / I \v EXISTING _ _ - EXISTING GUARDRAIL INV=510.82 /'�AVE1tAENT TO REMAIN. ENTRANCE ---- ------ �_ - I _ - - TOSTARTATTHEEND 110 _ _ - - ROAD PAINT / OFTHE GUARDRAIL �_ - - - (STRIPING) NOTE: i. 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 LES. 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. so. 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 2' 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 2SO. LANDSCAPING SCREENING HAS BEEN ADDED TO SCREEN THE STORAGE AREA FROM ROUTE 250. 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. 14.ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. j EXISTING DRIVEWAY ACCESS TO ADJACENT PROPERTIES TO REMAIN I VARIABLE WIDTH ACCESS EASEMENT DB 788 PG 841 DB 841 PG 721 DB 907 PG 509 RIP AP / CONCRETE LID _ - PER ANENT RAINAGE INV=521.08 - EAS ENT SIGN - DB 22 PG 43 HEADWALL _ MILL AND OVERLAY OF EXISTING SITE PAVEMENT MILL AND OVERLAY OF IVY ROAD (RTE. 250) - NEW PAVEMENT ALONG IVY ROAD (RTE. 250) S28f 14411W ggo' SIGHT DISTANCE - - _ - - - ggo' SIGHT DISTANCE -� - -� --n------------- GUARDRAIL, PROPOSED LOCATION OF RELOCATED EXXON 6o TO NEAREST INTERSECTION VDOT STD. (MORGANTOWN ROAD) \ PROPOSED CG-2 (TYP.) \^\ MILL/OVERLAY AREA GV° ALONG IVY ROAD, SEE UP DETAIL SHEET 6 O S66'11'40"E U P I IF 162.74' G� O S11'07'42"W 2.64' HEADWALL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 G SCOTT/R. CbLLINSZ_ Lie. No. 035791 � p 4/18/22 ,�Q1 ` r z O z W d O g u �/� p V� u W V < Ln �m ` Z w O Z �- O� z U c p � U N m Go �A w z C u ne o u LLI ` li o v o m qz J 0 113- t` m zm Q N 4 016 M zN O W W � N N Q W > z w z -- Q z W z L9O a I-_ z�w� U V) O W J z LL ul (~ 1 z z - O QI FBI O V) 0 U O w J U �V w O w a � JOB NO. 202183 SCALE 1"=20' SHEET NO. 3 I I 5 A H I I I II I Q Q C `I 8 ASH I ( S I I I I 24 ASH / I I I I N ; MEC A ROOFTOP OF MEFCHANICAL E TRANCE,' C S EARCHITE ICAL HE QUIP RRID TURA QUIP NT SHA/,i E LOCATED ON HE OPOS DBUILDING. VISIBILITYOFA L ENT S ALL BE LIMINATED FROM E / R WIT THE USfOF PARAPET WAL S. PLA / I I PARAD(SE / A$H / 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 o ova k9SCOTT RLLINS� C� Lic. No. 035791 4/18/22 `.Aj Q, e /10 ASH/ I I I I I ss / IONAL I / Culvert Report (2 YR) j Hyd flo &pes EMenvon for ANoces AWcCAD9 Civil 3M by kdodesk Inc. nursclimy,A rI2M 0 A (2X) 8 SH/ 0 A H / 0 ASH II I I r I / Circular Culvert / /© Invert Elev On (ft) = 510.58 Calculations 12 A H I I I I / Pipe Length (ft) = 60.45 Orrin (cfs) = 2.20 / slope O) = 18.0 Qmax (cfs) = 2.20 c Invert Elev Up (ft) = 510.88 Tailwater Elev (it) = (dc+D)/2 Rise in = Circular 20 / A / / / / 5 / EXISTIfj� / / shape = Cimular Highlighted c 1 CRITICAL SL PES / \ Span (in) = 18.0 Qtotal (cfs) = 2.20 c / / No. Barrels - 1 Qpipe (cfs) = 2.20 < / / \ Culvert = Q013 VelocOovertopOn (cfs) = 1.70 - \ TMP $8A2-2¢C Q CuNert Type =Circular Corrugate Metal Pipe Veloc On (ft/s) = 1.70 10 / P1 ASH j J ^ �10 PL ASH. 12 / 1 1 RIVANNA WATER & SEWER Culvert Entrance =Headwall veloc up (ft s) = 3ss z u / / I Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) = 511.61 Z w D / / / �� ��' / / / ����� PROPOSED TREE ;PPtADISE I �,� AUTHORITY / A HGL Up(ft) = 511.44 / o o C PROTECTION FENCE I / ZONED: C1 Embankment HwElev(ft) = 511.66 a , `517.m O I Vt 15 Top Wdth () = 31.08 Flow Regime = Inlet Control c - / DISEI Z u6 PARADISE PAR� Benchmark: M / 19 i l ' \ v / / / /, , j - Culvert Report I YR) olet U, - / / 2 \ / rye, ' ^ j �l j h (n I- (n < Iron Found F < 1 SH I / / '/G/ii/56 \�- 'y / / \� /`♦ /lY / 8 I / HycraA Erp Eaenvmfo Aumdesk®F ,NDIDW1 iM!ry Mclesk inc. numday. Mr t 2021 w Z L e N: 3908385.82 // / / d _ _ - / SHED w / /D6 \ PARAPISE(2X) / % " U o u E: 11455502.05 �� % h / �> i \ / 1 ^ Circular Culvert N o C Elev: 539.11- / Invert Elev Dn (ft) = 510.58 Calculations / �/ EXISTINU / ti / u TMP 58A2*1 (PART 1) / / \ / Pipe Length (ft) = 60.45 Qmin (cfs) = 2.80 / 201A ( CRITICALSLOI LLC DRAINAGE / / / Slope% 0.50 Qmax cfs = 2.80 ,/ •� / DIVIDE ✓ - ` 115 ASH Invert Elev Up (ft) 510.88 Tailwater Elev (ft) = (dc+D)/2 c DB 51 PG 1�4 ` - (TYP.) / / PA S / 5 ASH \ \ NOTE: FINAL DESIGN OF PROPOSED Rise (in) 18.0 E Z04D: CI / / � I I � / \ SEPTIC SYSTEM, SUBMITTED DIRECTLY Shape = Circular Highlighted u / / ✓ / 6 ; / A 1.597 AC. / - - - �ryry / / III ARADI I OT STD. / TO VDH BY RIVANNA SOIL CONSULTING Span (in) = 18.0 Qtotal (cfs) = 2.80 D SEPTIC / ro° g CG-z (TYPJ \ TO BE REVIEWED BY VDH No. Barrels = 1 Cove (cfs) = 2.00 / ro h ti I -► \ / INC, In = 0.013 Qovertop (cfs) = 0.00 TANK D� / I �(; ( j� \ \ \ Culvert Type = Circular Corrugate Metal Pipe Veloc On (ft/s) = 2,06 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) = 511.51 04 b SH I 0.36AC TO - _ / / S \ I \ - \ Embankment Hw Elev (ft) = 511.77 / GRATE INLET / / \ Top Elevation (ft) = 517.00 HwID (ft) = 0.59 EX. RESIDENTIAL/CC=0�67 �/.15Top Width(ft) = 31.08 Flow Regime = Inlet Control HOUSE TMIN / // // I CURB A / TMP 58A2-24 crestwdtn (ft) = 10.00 EATON / \ , LOUIS S OR SUSAN E #427E / // i / / / / 5.0% \I, I' / _ / I / i / PRIVATE ADS VEN E ZONED: RA Culvert Report ioo YR) ti / \ / 10 I I Itll I I / / / / N \` // I 18" GRATE FENC NOTE: GRADING WILL HAVE NO IMPACT ON THE H duly t Rep rt (skWo YR)o r3D® AN m ne 2°zf PA dl PI I I I / / tINLET \ ELEVATIONS OR LIMITS OF THE FLOODPLAIN a s otli ,,Ap / / I , I I I I I 1 / / ♦ / J` \ RIM = 16.20 AND FURTHER PROVIDED THAT ANY CUT OR FILL / / ry i / / ✓ \ 9 ' \ \ I WILL HAVE NO IMPACT ON THE FLOODP WHICH Circular Culvert / / I \ \\ / ry ryi /j/ ' \ 5 \ \ 63.56 LF PRIVATE 12" LAIN. Invert LElevength (f (ft) = 60A58 calculations o AGILITY &ACCESS I Pipe Len h ft 60.45 Orrin cfs = 360 \\ \ / �♦ SHALL BE ONLY FINE GRADING ACTIVITY / \ \ \ \ \ \ / / / ♦ / 3 / / VDOT STD. \ \ \ \ HDPE PIPE Qa o.5/o Slope (%) 0.50 4max (cfs) = 3.60 \ INV IN=512.11 EASEMENT -i Invert Elev Up (ft) = 510,88 Tailwater Elev (ft) = (dc+D)/2 / z-53° \ \ \ \ \ \ \ ( / y� j / / CIS (TYP.) r\ \ INV OUT- 11. DB._ PG._ / Rise (in) = 18.0 \ �5 79 Span in = 18.0 Qtotal / Shape Circular Highlighted SEPTIC TANK4 / \ / o. C) pPe (cfs, = 3,60 \ J \ �\ \ ( / / No. Barrels = 1 Q ofs = 3.60 tiB ♦, h ( ��o=/a VDOT� \ / / / n-Value = 0.013 Qovertop(cfs) = 0.00 / TMP 58A2-20 - �►1 \ \ 5 STD. PROPOSED / Culvert Type = Circular Corrugate Metal Pipe Veloc On (ft/s) = 2.56 I I f DISTRIBUTION / / LENVIC, LLC �\ III I I / t / //► BOX TO / \ \ CG-6 \ / VDOT STD. ES-1 / / Culvert Entrance =Headwall Veloc Up (ft s) = 4.26 \ \ \\\\ I F ` _ / i ` \n LINES 9 \ o URB / / / Embankment Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On (ft) = 511.69 / DB 3801 PG 750 \\ I / ♦f, / 3 \ \ \ / / Coeff. K,M,c ZONED: C1 \ O / nt Hw E p = 511.92 HGL U (ft) - - _ _ _ - - \ \ \ 51 / m `SPACED \ / Top Elevation (ft) = 517.00 Hw/ID (it) (ft) = 0.69 - - - _ - - - - ' \ �\ \ / TC 516.4g / °• APART - N \ \ PROPOSED DETENTION / Top Width (ft) = 31.08 Flow Regime = Inlet Control \ \\ F\ O BC 16. ! Crest Width (ft) = 10.00 S 49 ♦ / S o - + Q \ \ BASIN w/ 24" RISER. SEE / / k / \ \ VSMP PLAN FOR ,Szb-------- _-----i N73'50'25nW \ ° �° I° � I 10.55' �♦ ��\ TRP / FFE= 6.55 + mQ\ \ \ DETAILS 4,.9 /o / - A i ♦ ° / o /2 0 ♦WIDTH -N22' 0'28"W .6/0 \ria kmo o•a a i„ �r \\ m / \ VAR ACCESS 16.58'�� ♦ �� � � / � �� , � ��si � V�oA � Z' A EASEMENT // • = = ., / �CONCRCTE �� �p \ / PG ­ SLAB AT PROPOSED 3,z o SF / < ♦ \ \ \ --- v� ♦ �� I HEIGHT BUILDINGEXPA SIGN y o II 51' •♦ �\ V \ABOVE WITH 4 SERVIC \BAYS 4% F U F CI I . \ / \ \ \ / EXISTING DRIVEWAY Q / •m / PAVEMENT ° TC=516.46 I I ♦, \ \ UP\ w <: ACCESS TO ADJACENT / - TMP 58A2-20A 1z / \ Q _ - \ ^ BC 516.2g PROPERTIES TO REMAIN / /JOSEPH W RICHMOND Jr \ "PROPOOSED 2' CURB ♦ \ �ozl / / TRUST \ CUTS ITH RIPRAP A N �N \ / • _ DB 4992 PG 686 0 \ `w° DITC \ 1 d. • _ _... m = • _ • • _ 5 I - Jr y (TYP) VARIq�LE WIDTH ACCESS zo I o I 45.0' \ \ J� \\ EASEMENT / I o FFE=516.55 B 492 PG �+ V / o � � � (� � DB 788 PG 841 1-STORY BRICK / d v lz�° �� v v / DB 841 PG 721 IVY EXXON j \ \ ; l DB 907 PG 509 q CONTRACTOR TO {• • \ \ / KNOX BOX REQUIRED FOR EXISTING BUILDING. #4260 LOCATE EXISTING I LOCATION TO BE COORDINATED WITH FIRE DRAINFIELD LINES. ♦ TC 516.37 / loo°h _•' MARSHAL'S OFFICE. / ol° __- SHOULDTHEYBE I �_y_� BC-516.08 OLLARD' 6 .5' / �8� RESERVE_ 1 WITHIN THE ROW, WOOD FENCE / ♦ f> AREA RIP AP CONTRACTOR TO / / ♦ o GV. / (4) EXISTING ENSURETHATTHEY MW\ v �k 1 / lo'Xlz'BOX Y.� _ / _ PER ANENT RAINAGE/ CULVERTS ' _ --z WILL BE PROTECTED ti$ , \ `+` 111 '' J 1 / ry EXISTING 18" CMP S - / .•• 5 do EAS ENT APPROX. 33.5' FROM VEHICLE / / o ',� �W / `Q \ DB 2 PG 43J LONG / CULVERT TO BE TRAFFIC DURING I EXTENDED WITH \ 30' FRONT MAX. BUILDINETBACK 'w Jr CONSTRUCTION / \ VDOT STD. EW-1 HEADWALL S28' / 44"W� SIGN / CANOPY F _ DA=o.g8AC NOl°2T06aE EXISTING i _ -- p - C-o 49 20.00' VDOT R/W J - - -----Tc=8 MIN - -- - - - - - - - - - 10' FRONT MIN. BUILDING - & PARKING SETBACK _ -4 - _ a I b I I I �o _ m PL ASPHALT BEDS FSig / / ENTRANCE / / h / VDOT STD. tea* ' CG-2 (TYP.)aft ��• / / � 1 � / /GUARDRAILS -� " _ aft ----- / Benchmark: - ♦ / / _ __ 1 / / Nail Found / - T / aft ---- --- _ _ _ _ / = U.S. ROUTE 250 EASTING N: 39080 EXISTING GUARDRAIL / / ? `- - O IVY ROOD i _ _ _ _-.5ry8�-PAV[1V1f=NT E: 11455fb 7.87 TO REMAIN. ENTRANCE / / - \ ROAD PAINT / Elev�,517.13 TO START ATTHE END - OFTHE GUARDRAIL / _ _ _ - - - - - - - - - NOTE: THIS PLAN DOES NOTPROPOSEANYGRADING WITHIN DB 231 PG 585 (STRIPING) / / _ _ - - THE 100-YEARFLOODPLAIN THEREFORE, THE PROPOSED / 1 / WON We- - - GRADING WILL HAVE NO IMPACT ON THE ELEVATIONS OR o iI O N - . - - - - - _- _- - LIMITS OF THE FLOODPLAIN. ' - _ INTERSECTION --- ----- J^ - - - - -- -- ---- --- - - - - - - - - - - - - - - - - 1MORGANTOWNROAD) VD9RSTD-- --- q--s16-----------CGz(TYP:)-- \- / I II11��v UP _ GRAPHIC SCALE O S66'11'40"E U P zo o io zo ao ao 162.74' 7 O ') � ,- s11•07'42"w 2.64' ( IN FEET ) 1 inch - 20 ft. z J 0 W z rY' LL m Q N �y M N O LU W � G N N Q W � z LU z � g zt Q r� J_ L9 (D ICL F- <� 0 Z� Q W J z Q H Q LL t V z z - � O J W w 0 O N O w J H w w a U, JOB NO. 202183 SCALE 111=20' SHEET NO. 4 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 beehown on the pia n: ZI Ttcmtabesaved, LI Limb ofclexring (onside dripbneonrees to be saved), ® Location and type of protective fencing; 0 Grade changes requiring Into wells or walls; Proposed trenching or muscling beyond the bails of clearing. 2. Mar s: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment openers. 0 No grading shall begin until the tree making has been inspected and approved by a County Inspector. 3. PreLonctr ahrlon Conference: k1 Tree preservation and protection meameas shall be reviewed with the contractor on site. 4. Eauipment Operation and Storaee: 0 Heavy equipment, vehicular trafficand storage of construction materials including soil shall not be permitted within the driplines to be saved. 5. Son Er cion and Stornretater Detention Devices: LI Such devices shall not adversely affect trees to be saved. 6. Fnac: 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 dripl:ne of trees to be saved. 8. Protertye Fcmina: 0 Trees to be retained w10dn 40 feet of a proposed building org eding activity shall be protected by fencing. 0 Fendng shall be in place and shall be inspected and approved by a County Inspectorptior 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 Tunneiine: 0 When trenching is required within the limits of clearing, it shall be done m far away from the minks oftrees as possible. Turmel under a large tree and be considered m 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. Discussed Trees: ® Dam trees shall be treated immediately by prurmrg, feralimtion cr 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) �5AH I �I t S ( 81 AS of trees I OQ� 24 ASH 15 PA'RAD�SE / A H I I � o q ASH 2_d I i l l I I 0 ASH �(2X) / 8 SH/ ASH I I I I I had/ 12 A H I tad EXISTII / I ASH PARl�DSE I i II CRITICALSL IDES // w y% 0 / 1� ASH / / /20 PL ASH /TMP 58A2-24C I 2 / / J 12 / RIVANNA WATER & SEWER I // / �FMI ML;ISE I / AUTHORITY I oN ZONED: C1 I �PROPOSfFD TREE / / A� 6 P aRaDISE / PARADISE P PROTECTION FENCE OWNER SIGNATURE (DATE)I AAA G/ �' \ / / / 1 Q / 8 CONTRACT PURCHASER SIGNATURE (DATE) �rnSH I //// ��// \ / SHED / // / / A DhSE/ I PARAPISE(2X) I I 5/1/06 Pepe 1 of 1 EXISTING- 20 / F TMP 5-() 1992 3.38 G / /6 A ( CRITiCALSLOPS` 8A221 PART 1 / SR & DR, LLC / 15 ASH \ DB 5139 PG 1�4 _ - cl` / v A A ZONED: CI 10 DBL\1.587 AC. I ) QED� PARADISE\ SEPTIC AN b /� / v I V \ \ / (9) IN SCHEDULE TOTALSITE SYM BOTANICAL COMMON NAME SIZE CANOPY (s� QUANTITY1 COVERAGE (s0 (TREES BN I BETULA NIGRA I 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 1 844 QP IQUERCUS PALUSTRIS I PIN OAK 31/2" cal. 1 471 1 8 1 3,768 JUNDERSTORY TREES AMALANCHIERxGRANDIFLORA SERVICEBERRY 6-7'ht. 130 1 130 CF IG CORNUS FLORIDA DOGWOOD 6-7'ht. 124 0 0 PY PRUNUSYEDOENSIS IYOSHINOCHERRY 6-Tht. 1 99 1 5 1 495 (EVERGREEN TREES XNUERSTEVENS' NELUERSTEVENS HOLLY 5'-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 1 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 k: SCOTT/R. CbLLINSze Lie. No. 035791 � p 4/18/22 `�Q1 < F z M p z W � d O g u //� (inW V) In U < Ln '� ` Z W m � Z L (n �' O z p � U U N U) e w Z a L 000 o M W ` G v o m �-' sHI � . � / EX. RESIDENTIAL / � - I I `� \(4) IN V/ / I TMP 58A2-24 Landscape Notes HOUSE / + rco� / A EATON, LOUIS S OR SUSAN #4272 // �� I_ / �/ ` d A VEN E ZONED: RA NOTES' \ FENC 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIA77ON OF NURSERYMEN. L� rA dl�b THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE M SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSER MEN S ASSOCIA77ON, THE ORGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE ORGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR ON \ \ THE ROAD AND BRIDGE SPECIFICATONS OF THE ORGINIA DEPARTMENT OF TRANSPORTATION. Q ` Z ALL SITE PLANTINGS OF TURE HEIGHT- THE TOPPING OFT�REES ISEES DPROHIBl1EDSHRUBS �ASHRUBS LL BE LAND TREES SHALL BE PRUNEDLOWED TO REACH AND BE ( MITNIMA�LY ANDAT ONLYTO 4 016 SUPPORT THE OVERALL HEALTH OF THE PLANT. � / 3. THE LANDSCAPING PLANTS AND 7REES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED / 5 M G o /y \ ( ) -' _ � y � � l THE AREA BETWEEN 2 AND 7 ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE OP (1) CS Z PEDESTRIANS. (2) IN / v O o LU O / \DOUBLE AUGE WEE W WHIR RUBBER STRAND HOSE2& TURNBUCKLES YIN N -N( TREES UP 2" 4" CAL. SHALL BE STAKED Q _- _ _ / / / \ \ \ \ \ Q ///,/ / I 2"x2" HARDWOOD STAKE WITH 2 2"x2" HARDWOOD STAKES. W \ \ TREES WITH 4" CAL. AL LARGER SHALL BE 7 � \ \\ � / / •°� A \ / (2)�'. PA � � � CUT &REMOVE BURLAP FROM TOP / GUYED W11H 3 EQUALLY SPACED, TWISTED, � L / \ \ \ \ \ / /- • e• / '• A n • , + \ ` \ 1 1/3 OF BALL AS SHOWN AND TURNBUCKLES. LOOP HOSE AROUND - - - - \ IF O \ EMERGENCY 1 W / A ,ie • • s \ /� \ \ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH � / TRUNK. FLAG WIRES WITH COURVEY TAPE. _ I ' / \: \ \ \ \ SPILLWAY FOR -I) W N73'SO'25"W \ x � s tl • s e � MULCH SAUCER REFER TO SPECIFICATIONS FOR \ \ \ / / ( ) FINISHED GRADE - FURTHER INFORMATION I 10.55' � � �\\ TRP \ Ova / � FFE=S 6.55 / ' 7 IV v0° \ V A SWM FACILITY � q LE V� / p 2 - \ I TREES UP TO 4" CAL. SHALL BE STAKED.�I / ��}q p \ / S O TREES 4" CAL. OR LARGER SHALL BE LL' D'28"W • • - S V A GUYED WITH 3 EQUALLY SPACED _ A -'/ (7. TWISTED, IH2 GAUGE WIRE Ni1H HOSE _ _ 7 / 16.58' - \ PROPOSED zOO SIF N a j AND TURNBUCKLES LOOP HOSE TURNBUCKLES 2/3 UP TREE �// 1 IC\ _\ \ AROUND TRUNK ABOVE BRANCHES \ �y// GUYWIRES WITH RUBBER HOSE AND (%] / ($) !/ + BUILDING EXPANSION % AS SHOWN, FLAG WIRES WTH - / {IIIII COURVEY TAPE REFER TO SPECS A 2"x2" HARDWOOD STAKES. ALIGN a WITH 4 SERVICE BAYS m 9f O \ \ \ \ -I OR ADDITIONAL INFORMATION. I/11, OP OF STAKES � � rr n Q \ \ -II II- AMENDED SOIL MIX y G ' MULCH SAUCER (4) MG c \ �- lP�� I \ \ V f COMPACTED SUBGRADE ��� i //�I I AMENDED SOIL MIX L9C) VJ V �9 -\ \ UPA wTree Planting and Staking Detail 'IIIIII 444 - L� TMP 58A2-20A a / �� /\p, Q _ <' ll� F JOSEPH W RICHMOND Jr \ a / h y / J Op WI Not To Scale Uj CUT AND REMOVE BURLAP FROM TOP TRUST - A -r e 0 1 - 1/3 OF BALL AS SHOWN �I � `/ Source: Va. DSWC Plate 3.38-2 DB 4992 PG 686 \ \ N'�\ 1 i -I Ibl SCARIFY SUBSOIL TO 4" MIN. DEPTH U/ I O /o (O 18.6 O O 1 ,, - COMPACTED SUBGRADE Conservation Plan Notes: I 45.0' y VAR _ FFE=516.55 \ y PG ,+ J Evergreen Tree Planting Detail z 14 / I + \ Not To Scale I�4 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH N 1-STORY BRICK PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT/! / _ L.- + \ l / / / J OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE / IVY EXXON 5� (8) MG + + I / --+ TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND + #4260 / \. v o \ 1)/CSLL INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF + CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN 6 .5' �:=' \ III RIP AP 3 BN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WOOD FENCE �GV &k ; 0 / / W 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT -L ( I - a�. I i CONCRETE UD / / / �I z STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE O / +••C x / / INV=521.08 O COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (3) N �� ? - _ +_ �, / , PER ANENT RAINAGF� / / /// j j j TO BE PRESERVED AND PROTECTED. T / / _ ENT N ! ' 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE I / / // k / DBE PG 43J HEADWALL/ S x DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / / \ �{ / \ / _ i i i' �ii_� w 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE / / i •'�. ", '� /, / / S28• �44"WW/ OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN / a� CANOPY N01'27'06"E------ 6. /i , - :� - - - - Q NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / / / ' i / - - ` J - - -_-_ - - �' �/ PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND / 20.00' / / / / / INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - - - - - - -� / / 10, FRONT MIN. BUILDING _ / & PARKING CS 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, - - - - - / I - U ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS - NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE r - J I LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES MR l PLANTING SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING \�\ BEDS B SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT Q Ett ASPHALT I \ k TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO ENTRANCE __/// BE PRESERVED AND PROTECTED. / \ a a a a a // / I 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE / - / / ' U v LU / ^� w TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, / _ _ � / (5) PY / /GUA L� -� � IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT p = _ RDRA1 ULJ CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE _-- ®' y--- \ / Benchmark: / _ %- a Ln PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ � � � ___ ___ DI r (5) / Nail Found / � - � - � / / / / 1os No. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF _ y \ TOP=515.06 S� U.S. ROUTE 250 (8) AB w E�STING N: 39080 TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY - - _ _ _ \ INV=510.82 IVY ROAD ' _ -� PAVEi/FfYTT 455 7 / / / / _ - - - - 202183 PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT - - - - _ _ _ _ -_ - ---� - - - Elev:-547.13 / _ GRAPHIC SCALE ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND - - - \ _ � �V-R� -- ROAD PAINT _ ,/� - - - - - - - SCALE FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. - DB 231 PG 585 (5) IC (STRIPING) j - - - - - - - - - - - - - - // �/ ------ ----- zo 0 10 zo ao ao 11I=201 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE � � / � � �_ TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE _ _ - - - - FINAL CLEAN-UP. / _ - _ _ - - - _ - - - SHEET NO. - - - - - - - - - - / _ _ _ _ - - - - - - - - - - - - - - , _ - - - - -_ _ ( IN FEET ) -- \ ��--_'-------- _----------- �\ //- 1 inch = 20 ft. 5 FENCING AND I DRIP LINE sy; SNOW FENCE I \ I BOARD FENCE CORRECTC PENCE .a `4Ta'•o- CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE CC-12 A E I PERMISSIBLE CONST. 5'MIN. JOINT �Z I A EJ TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN sr0. cca 2•-0" BACK OF CUI 12 :1 AS,1 20 1 4901 • 2' MIN. SECTION A -A NOTE1 FOR GENERAL 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 6" CURB 0 2 4 , 2 5 2 3 5 3 3 6 4 4 B 5 5 10 6 7 4 7 13 15 S 15 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. �= IX 0 �CROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CUE® TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS NO ROADWAY GEOMETRICS PROVIDING THE OIMNSgIb MD SLOPES ARE AS NOTED. * 1 .tMAX_ G`57 2 l AT ,T.. 2" HIGHER THAN \\ EDGE OF PAVEMENT ATA'XLSAAE AS TOP OF CURB THIS COMBINED (PARALLEL N PERPENBCULAR) DESIGN FOR ALTERATIONS CM BE USED WITH ADJOINING 81FGER STRIP. LANDING AT BOTTOM OF iw0 SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDCULAR RUN TO THE STREET CAN GE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE SPECIFl`t°" REFERERJE k21301 5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION AIDS VIRGINIA DEPARTMENT OF TRANSPCRTATICN sot NOTES! I. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN RILE, 4000 1 F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS MONG FACE OF CURB) WILL M PAD TO AS RAINAL CIRB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" IS'• DEPTH) OR INCREASED AS MUCH A5 3" GI DEPTH!IN ORDER THAT THE BOTTOM OF CURB WILL CONCEDE WRH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHER16E THE DEPTH 6 TO BE 11I AS SHOWN. NO N THE PRICE BD 6 TO BE MARE FOR A DECREASE OR AN NECEASE N DFPTIL 5. CG-2 IS TO BE USED ON ROARVAYS MEETING THE REQUIREMENTS FOR CG-B AS SHOWN N MPEN3IX A OF TIE V007 ROAD DESIGN ANNUAL, IN THE SECTION ON GS URBAN STADARDS. ACCEPTABLE ALTERNATIVE IF CURB 15 EXTRUDED REFERENCE STANDARD 6" CURB IDS I VIRGINIA OEPNHTENT OF TRANSPORTATION WI R CGI SAM ROAD AND BRIDGE STANDARDS TAGER COAT THE PROPOSED CONSTRUCTION JOINT pp3fNG---ALT LAYEI6 PROPOSED ASPHALT LAYERS Y6B/SE PROPOSED SUBBASE --------- ---------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXSTNG SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/1 INCH THCK ASPHALT SURFACE CWIISE (SEE NOTE 5) x AS IOE'TJER12 MNEDINCH Bt' ES O GR ATER NOTE 3)SSARY TO ABUT TIE FULL THICKNESS OF EX6TNG ASPHOL" LAYERS NOTES! 1. ASPHI PAVEMENT WIDENING SHALL. HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND I APPROVED BY THE ENGNEER. 2. TIME PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE GRIMACE OF THE EXISTING AND PROPOSED PAVEMENT WALL BE ADDRESSED IN THE PAVEENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LAME TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHAD BE SPACED NO MORE THAN I FEET MART. 4. TIME ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1�NCHES ND ACEASPHALT SURFACE WITH AN ASPHSURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WANING SURFACE COURSE. UNLESS WAVED BY ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MIWNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN W ACCTABE PAYMENT CROSS -SLOPE AND EFFECTIVE SURFACE MANAGE. S. EXISTING PAVEMENT MARIQOS AND MANNERS WITHIN THE PROJECT LIMITS SHALL SE RESTORED SUBJECT TO THE APPROI OF THE ENGINEER. 7. RI TRANSVERSE PAVININT TIE-N $HALL CONFORM TO ME REQUIREMENTS OF SECTION 35.05Ia)OF THE SPECIFICATIONS EXCEPT THAT ALL JONTS AT TIE-IN LOCATIONS $HAD BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 35.07(a) OF THE SPECIFICATIONS. PHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC MINI DEPARTMENT OF TRASPORTATION Concrete Bumper Block • Concrete:4,000P&L,Vibrated • Reinforcing 2 #4 Rebarli, 1.5" from bottom" • 72" long, 5" high, 4" wide top, 7&guot wide bottom • (Not drawn to scale) <q" 12" -� n 61, Y It 7N-1 I� 12" --�,I 314" holes .I 305 3315 I10% 12" REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PAERVED RKING WHITE SYMBOL ON BLUE PAVEMENT Do BACKGROUND BACKGROUND - ` WHITE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE TYPICAL AT ALL HANDICAP SPACES SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF THIS SIGN TYPICAL AT ALL "VAN CORRECTION. VAN ACCESSIBLE" PARKING SPACES 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. ACCESSIBLE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, /I OR III PENALTY SIGN WITH WORDING AS PRIOR TO PLACING AGGREGATE BASE. REQUIRED BY STATE OR LOCAL LAW 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. GALVANIZED "U" CHANNEL POST 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. u) 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. o 0 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). o �_ 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. m 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR o � VDOT A3 GENERAL TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT CONCRETE ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. C)w o GRADING TOPSOIL AND SEED J 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.�������� 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER./\� \ \ \ \ \ \ ° \ \ \ \ \ J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND j\\///\/\ \ \ \\j' 0 VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.\\\/\\/\\�\\ \\ \\ \\ \\ \\ \\�\\ N 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. �i��\\�\\ 1\�\�� >\\\ \I\�I�\ DRAINAGE %��� \\�/��� �% �\ \\�/y\��'A\ Ayam 4 MIN. 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 5' HEIGHT MIN. COLOR: PANTONE GRAY PAINTED HORIZONTAL WOODEN SLAT FENCE MINIMUM 6'-F5" HFI(-HT INDICATE. -0" 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 HANDICAP PARKING SIGN DETAIL NOTED ON PLANS. NOT TO SCALE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS slcNs MOUNTED BOTH SIDES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MA TER/ALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIF/CA77ONS 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 /S 2. 7 (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, OR THE DIRECTOR=S DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. a 4. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). 1" SM-9.5 SURFACE COURSE - o NO SCALE 9" 21-A BASE COURSE COMPACTEDSUBGRADE ASPHALT PAVING - VEHICLE STORAGE AREA NO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE hillik 5 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2„ SURFACE BASE CO SU ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE IMNIH COSUBBASE MPACTE SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE OF 4 ` 2" R CURB 8 6„ A 13" A °d A ° <4 a A �7'6" 2' STANDARD CG-6 CURB & GUTTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Ai17.1-09. HANDICAP SIGN LOCATION (VAN) FLUSH SIDEWALK FACE OF CURB BUMPER BLOCK PAIN PAINTED PER UDOT TRIPE SPEC. PICAL) ACCESSIBLE SPACE HANDICAP SPACE DETAIL Nor£ NO SCALE HC PARKING SPACE & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS 4" 27-A STONE BASE CONCRETE SIDEWALK MIN. 12'x20' CONCRETE DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE <7 A .------v- d �6" COMPACTED 21B STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE 1" = 100' SEE DESIGN NOTE 2 8• V-B• 1P-B• - - - - MIN. -- e 4 4! MIN TO WALL IF WALL 15 USED d. A Q ° ASPJ A A TAPERED A ELT RELIEF 2' CURB d CUTOPENING 4 31 ° a 5 ` R=N- A d- a Aa d d CURB CUT INLET NO SCALE 1' I DEPRESSED GUTIER Y AT OPENING SECTION A -A DIPRESSED GUM 20 AT OPENING ISOMETRIC DESIGNER INFORINTION 1. For use wb stormwater facilities with side elopes. RIPRAPOUTFALLTO 2. Refer to Standard VDOT CG-6 . Match gutter pan of EXTEND TO DETENTION adjacent Curb and gutter. BASIN RISER NO SCALE STAINED HORIZONTAL WOODEN SLAT FENCE NO SCALE 13'-0" 4'-0 "5'-0" '-0' (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6' o (TYP.) I 1'-0" (TYP.) o A $ $ PAINTED BRICK ENCLOSURE TO MATCH I41 PROPOSED BUILDING (8" WIDTH X 7'-O" N HEIGHT) COLOR: SHERWIN WILLIAMS, WEB A a GRAY N5° 4'Itb STEEL BOLLARD (EXTERIOR) WOODEN DOORS (TYP.) (SEE DETAIL THIS SHEET) A DUMPSTER GATE (SEE DETAIL THIS SHEET) 45' CHAMFER 13'-O" /I DENOTES 8 C.Y. DUMPSTER ID 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„ r 7" CLASS A3 CONIC. 7" 21A STONE //\<j (COMPACTED SUBBASE N DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 2 13' - 0" Ce6 ti 7x6x6 TREA7tE'D BOARDS 1BOL TED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 0 I iN 4 2x2x3/16 CANE BOOT ANGLE IRON [Vl FRAME DETAIL N DUMPSTER GATE DETAIL N DUMPSTER AREA NOT TO SCALE SCOTT/R. CT?LLLINS'z Lic. No. 035791,E A 4/18/224i l z Z W [ O Z 0 EL () VJ � U U U H�-I E ` Z" W m z L z O U) J U H U W z I i CC Q L II`� Q W CIE v o Quo 4 n N V Q L9ON -- 00 ON a1 N �y M C6 N O LU 1 W 2: N 0 W � z Ll.l Z Q z LU O � w 0 UJ Z x � °6 U (n LU W Lu �z � 0r 4 I-_1 I z W z p H X J W w J > :J N O w J F- 0 v , W a UU) JOB NO. 202183 SCALE AS SHOWN SHEET NO. 6 WLA3 STANDARD LIGHTING DETAIL: FOOTCANDLES FOOTCANDLES I 1 I I LED Parking Lot/Area Light ALD Series Specifications olmansldnMDrewFnga Lights B-C 0.5 0.5 FOOTCANDLES FOOTCANDLES SFCR ❑ i.o FOOTCANDLES Model Lanib(A) Wklib(8) Height(C) ALD-SOKIOW-C-Beer 16.88In. (428.71 min) 121n. (304.Bmm) 3.461n. (87.88 min) ALD -SOK15 W-C-BRC3 ALD-50109W-C-BRC3 21.94In. 121n. 3.461n. ALD-50143OW-C-BRC3 055234 min) (30"mi (97.88 min) ALD-501<40W-B-BRC3 30.54In. (IMIlarm) 13.381n. (338.85mm) 4.161n. (105.66 min) ALD-50K50W-B-BRC3 MOggh ALOSF ALOSR' T- 4.21n. 7. 91n. 6. MM 1 5(102.11 mrlp 52. m ® rloJ 7m1r0 ose.z5 min ps2s. m110""I�I Hn. QML (�271mm) F min) fl ALD-FM ALD-All9.271n. ¢ 5.84In. (210.06 inn"(148.34 mr10 L �d 0.051r1. (273.05 m1N 12.71n. TaFT(3212 a ram) 7.51n. (190.5 -n) Spe<IlcetlNsare mOiecYtO cfienpawMloutnoBM. wwwepperbtlgMletle.coMuilntlu6[riFaTl-8le6e6-BsigIlhSSSO gem4n2=:6YImercia-eaLagLupenIg7 I I LED Parking Lot/Area Light ALD Series Specifications 6vad6cuwn6 Model ALO- xK10W-C-BRC3 xK15W-C-BRC3 d(WIN-C-BRC3 xK30W-C-BRC3 xK40W-B-BRC] xK50W-B-BRC3 Intensity 11,000Im 21,000Im 29.500Im 92,000Im SB,D00 100001m Operating Voltage 100-M VAC 200-480 VAC Power 100 W 150At 1a5W 300W d00W 500W Consumption 0.113A 1.25A 1.UA 2.5A 0.83A 1.04A Current Draw @120VAC ®1zovac @120 VAC @120 VAC @480VAC @4110VAC Efficacy 2140Inri Color Temperature SCOOK Baem Pattern III-M(ptbY opllona avei Di CRI *0 Power Factor 290 Dimming 1-10V Environmental Rating IP66 Ambient Opere inp -10•-151° F (-40-55° C) Temperature 81017 oz 151b6 oz 241b 7 oz Protluc[WeIpM• (4 kp) (711a) ills kg) Wed Life (1.70) 50,000 hours id.cihcetlons are subject m charge without nojece. ° Add 34Ib(1A-1.80) far weight Including mounting bradet. T B66.811.5550 F 314.BJ2fi202 wnell:ghtlw rclelwlaensupwNlgd.11gh m wwwwP.rbdgml.de<oMrAtMauetml-La-ugntalg/ LLC PC 750 C1 I I I I I I / II 0 / 0.0 / j/ RADISE(3X) ARADISE(2X) E15 AS 8 ASH / 24 ASH /15 PARADISE 1 ,�� ASH 15 POP aSH (2X) �8 ASH ASH 10 ASF j 8 POP ' 20 WELL 15 A�' jSH � E10 ASH PARADI 10 10 ASH �'' 20 T ASH j 8 ASH ASH I I I EXISTI N CRITICAL SL PIES W TMP 58A2-24C 2 RIVANNA WATER & SEWER AUTHORITY ZONED: C1 I� 5 / �� 6 PARADISE PARADISE tR 'I//(2X) i, 6 0 A / /10 .5� 0 8 /' SHED PA ISE \ PARADISE(2X) I east EXISTING TMP 58A2-21 (PART 1) 0.5 1.0 / 1 CRITICAL SLOPES ASH / SR & DR, LLC DB 5139 PC 134 10 / ZONED: C1 ADISE DEL ASH 0 1.587 AC. \ PARADISE O Q� EPTIC PPi - NEVI FULL CUT-OFF � TANK LI6 T FIXTURE MOUNTED TO +0. /0 ASH 1.0 RELOCATED POLE / 0 I RELOC TED POWER EX. RESIDENTIAL QLE I TMP 58A2-24 HOUSE +0.5� / A�' EATON, LOUIS S OR S 1 #4272 \ i .. , WnVFN 4NLRF ZONED: RA N73'50'25"W 10.55' N22°50'28r'W 16.58' I TMP 58A2-20A JOSEPH W RICHMOND Jr TRUST DB 4992 PG 686 I I I II S VIV AMR) ASPHALT d ENTRANCE 1 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens Color Temp LLF Description r-\ 2 WLA3 IN LPACK 15' 5,200 13000K 1.000 101L-32L-530-NW-Gl-3-UNV-PCB-MGY ❑ 8 CNY CANOPY 16' 3,500 13000K 1.000 1 CNY LED-PO-30K-MVOLT-WH 1 LUT IRELOCATED POLE 20' MAX -0 1 PP1 IMOUNTED LT. 20, MAX 5,500 15DOOK 1.000 1 LED PARKING LIGHT: Xk30W-C-BRC3 NOTES: 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. HEIGHT SHALL BE ADJUSTED TO ENSURE IT DOES NOT EXCEED 20'. 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. III GARDCO by OG ignify Wall Mount LED Well Scones Prot= L-utlom. ex No L..iP a,r Gardco 101 LED wall sconces feature a low -profile Jesign that provides wide 0eelbllity In high performance exterior wall Illuminatlor. 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 citstnbutlons, and provide output of up to 9500 no me ns_ Energy saving control onto ns Increase energy savings and offer Ca life Ines Title 24 compliance Emergency Battery Backup option available for path of egress. Ordering guide mrample a1La3L-700-WM1 GI-J-120-IMRl-III lai I61E6s FO 6WIM' Cad WM1ne Yoe Ere ' µ0 we"' Me D.10' dCorinlary Fl 9ngb(4gID,lfn'Aq° IR DID, Wall Onnau10 9oog7oc ernes Oynenmmer W°nutic Pafibn'enm'ery F] OauLYR®]LQ an. 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Linn wine -Rod aUs Enmry me NIL -EL90Nd 0 16 SU 4WON to 2944 W UO M 106 1 3607 I M UOGI 1 97 3247 BFLtl-Gl W 1NL-16L-000 NW 61 89 DI JIL IIO 4�D4 IW 5316 81L0-GL I@ �� 6 .5' / �J r 1 0.0 / WOOD FENCE ' :or �, RIP JAP 7V.• d�mm, DI / TOP=515.06 / S w EXISTING- - ------___ INV=510.82 / O __�---PAVE11€NT - -----� -- - PAINT / GRAPHIC SCALE // (STRIROADPING) zo 0 o zo ao ( IN FEET ) 1 inch = 20 ft. 80 %l SCOTT/R. C1!lLLINS7 Lie. No. 035791 rLi� p 4/18/22 `�Q1 z O z w D d 0 g u / (13 O V) (n V < �m " - ` Z w � Z L 00JUL � ti N ~ U) e •A w z C u V� 'i o L W ` a W N N N Q L j 7 O W z J 0 aaaa zM �M\ Q 016 N �y M LL � z N O W N N Q W > z an, Cw � G aaa L9 (D CL v 1 Q � � J V z z x � � U (n 2 W J H_ z laaaaaall LL Ul ar, F_o 1 Z 1:4 z o J �W/ w W } r laaaaaa v� � l//alO V 0 U O w J UU ~ w W O W CIE: _ d In JOB NO. 202183 SCALE 111=20' SHEET NO. 7 G U10 540 HT. OF OBJ=3.5' 535 535 530 530 S\G -96 i i SIGHT LINE (TYP. 5�5 . OF 525 OFJ=3 SIGHT / — — — — — — ISTANCE=3g ' 52O — — — — __ -- --------- HT. 0 EYE=3.5 �� / / 520 _ / EXISTING GRADE (TYP.) 510 PROPOSED GRADE (TYP. 510 5o8 5o8 s 1n 1p o o 00 00 00 00 W 10+50 11+00 11+50 12+00 12+50 Lar,L, 13+00 13+50 14+00 14+50 15+00 15+50 16+00 SIGHT DISTANCE WEST EXIT 16+50 17+00 17+50 18+00 545 HT. OF OBJ=3.` 540 540 i 535 530 S�GN�'%9� 530 525 ' 5�5 HT. OF 0 J=3.5' SIGHT HT. 0 — — — — — — — ISTANCE=390' EYE=3.5 i / 520 520 - - - - - - - - - - - - - - 515 - � EXISTING GRADE (TYP. ram= 5�5 510 PROPOSED GRADE (TYP.) 510 505 505 N L!1 N N W N ID N Vl Vl 0 L!1 tD fM+l n t0 tp O N l0 N rl N L!1 N `y ul 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 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. SCOTT/R. M-LLINSZ Lie. No. 035791 p 7/14/21 `�Q1 r z z O z a 0 0 (n 0 U) u V Ln Z w 00 � Z z "' 0 O p J V 1nLu N a W z m Q z LU LULU U� Lu G J Q LL z 0 Q LU J a a U LU z H J 0 Q F- z = 1-4 (D LL IZA O X X LU �A V O w J UU ~ n W p w a � JOB NO. 202183 SCALE H: 1 "=20' V. 1 "=5' SHEET NO. 8