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HomeMy WebLinkAboutSDP202100030 Plan - Revision 2021-07-19GENERAL NOTES APPLICANT: 05BA2-00-00-02100 ' SCOTT'S IVY EXXON 4260 IVY ROAD SCOTTS IVY EXXON CHARLOTTESVILLE, VA 22903 OWNER: SR&DR LLC 1OJ1 N KESWICK,TQA2247 FINAL SITE PLAN AMENDMENT & ARB PLAN SDP202100030 ENGINEER. COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT MR. SCOTT COLLINS, P.E. scot t0collins—engineering. com TAX MAP NO. 058A2-00-00-02100 (D.B. 5139/ PG. 134) AREA 1.587 AC ZONING C-1 COMMERCIAL, WITH FLOODPLAIN, CRITICAL SLOPES, & ENTRANCE CORRIDOR (EC) OVERLAY DISTRICTS NOTE: A SPECIAL USE PERMIT (SP 2020-06) WAS APPROVED BY THE BOS ON AUGUST 19, 2020 FOR THE USE OF THE PROPERTY AS AN AUTO SERVICE STATION WHEN NOT SERVED BY PUBLIC WATER OR AN APPROVED CENTRAL WATER SUPPLY. SETBACKS FRONT BUILDING SETBACK: 10' MINIMUM AND 30' MAXIMUM SETBACK FROM ROUTE 250 SIDE & REAR BUILDING SETBACK ABUTTING ZONED RESIDENTIAL USES: 50' MINIMUM & NO MAXIMUM SETBACK SIDE & REAR BUILDING SETBACK ABUTTING ZONED COMMERCIAL/INDUSTRIAL USES: SEPARA77ON IN ACCORDANCE WITH CURRENT BUILDING CODE PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 250 BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED BUILDING HEIGHT. • 24 CURRENT/PROPOSED USE: AUTO SERVICE STAT70N WITH (3) EXISTING SERVICE BAYS AND (4) PROPOSED SERVICE BAYS WITHIN THE 3,200 SF BUILDING EXPANSION CURRENT BUILDING: 1,950 SF W/ (3) SERVICE BAYS PROPOSED BUILDING w/ EXPANSION: 5,150 SF W/ (7) SERVICE BAYS TOPO & SURVEY SURVEY AND BOUNDARY INFORMATION PROVIDED BY MERIDIAN PLANNING GROUP. AND FIELD SURVEY WAS PERFORMED IN FEBRUARY, 2020. DATUM SET BY SURVEYOR. DATUM NAD 83 DATUM ADJACENT PROPERTY OWNERS: SEE EXISTING CONDITIONS, SHEET 2. EXISTING VEGETATION THE SITE IS PARTIALLY WOODED IN THE REAR OF THE PROPERTY. CRITICAL SLOPES IN ACCORDANCE WITH THE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, CRITICAL SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON SHEETS 2 AND 4. WATERSHED THIS DEVELOPMENT LIES WITHIN THE IVY CREEK WATERSHED. THE SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED, IT IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RIVANNA WATER SUPPLY WATERSHED. FLOODPLAIN/WPO BUFFERS THERE IS A 100—YEAR FLOODPLAIN AND WATER PROTECT70N BUFFER LOCATED ON THIS SITE PER FEMA MAP PANEL //51003CO265D DATED MAY 16, 2016 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDAT70N ZONES PER COUNTY GIS DATA. SITE ACCESS• THE SITE ACCESS FOR THE PARCEL IS PROVIDED VIA ROUTE 250 ( IVY ROAD). THERE IS AN EXIS77NG ACCESS EASEMENT ACROSS A PORTION OF THE PROPERTY TO SERVICE PARCEL IMP 58A2-24C & 58A2-24. THE ACCESS EASEMENT WILL BE EXPANDED WITH THE SI7E PLAN AND PLATTED WITH AN EASEMENT PLAT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THE PROJECT LIGHTING: THE SERVICE STATION HAS EXIS77NG LIGHTS ON THE BUILDING AND CANOPY THAT WILL REMAIN. THE CANOPY HAS (8) EXIS77NG LED LIGHTS THERE ARE (2) EXIS77NG STREET LIGHTS ON THE PROPERTY TO REMAIN, AS SHOWN ON SHEET J. NO ADDIT70NAL LIGH77NG IS PROPOSED AT THE FRONT OF THE SITE AT THE CANOPY, OR ALONG THE FRONT OF THE EXISTING BUILDING. NEW BUILDING LIGHTS ARE PROPOSED IN THE REAR OF THE SITE AS SHOWN ON THE SITE PLAN. A FINAL LIGHTING PLAN WILL BE INCLUDED WITH THE FINAL SITE PLAN. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE—HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 6. STREET TREES HAVE BEEN PROVIDED WITH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40' O.C. TRASH COLLECTION: AN ENCLOSED DUMPSTER SCREENED WITH LANDSCAPING IS PROVIDED ON THE PLANS. DUMPS7ER ENCLOSURE MATERIAL SHALL BE A WOODEN TRASH ENCLOSURE LOCATED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS. UTILITIES: AN EXIS77NG PRIVATE WELL AND SEPTIC SYSTEM WILL PROVIDE WATER AND SEWER SERVICE FOR THE AUTO SERVICE STATION EXPANSION. THE SEPTIC SYSTEM WILL BE UPDATE WITH 774E SITE MODIFICATIONS STORMWA TER MANAGEMENT FACILITY: STORMWATER MANAGEMENT WILL BE ACHIEVED FOR THE SITE WITH AN ONSITE SWM FACILITY AND DETENTION BASIN. THE FACILITY SHALL PROVIDE WATER QUAN77TY CONTROL FOR THE SITE WATER QUALITY SHALL BE ACHIEVED ONSITE WITH THE STORMWA TER MANAGEMENT FACILITY, FOREST AND OPEN SPACE EASEMENTS, AND/OR THE PURCHASE OF NUTRIENT CREDITS. ESTIMATED EMPLOYEES IT IS ANTICIPATED THAT APPROXIMATELY 10 EMPLOYEES WILL BE NEEDED AT THE LARGEST SHIFT. PARKING LOTITRAVELWAYS CURB & GUTTER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVIOUS AREAS: BUILDING: 5,150 SF PAVEMENT AREA: 28,180 SF SIDEWALK: 900 SF OPEN SPACE,• NONE PARKING REQUIRED: 1 SPACE/EMPLOYEE = MN. 10 EMPLOYEES x 1 SP/EMPLOYEE = 10 SPACES 2 SPACES / SERVICE STALL = 7 SERVICE STALLS x 2 SPACES = 14 SPACES TOTAL SPACES REQUIRED: 24 PARKING SPACES PROVIDED: 17 PARKING SPACES AVAILABLE TO THE PUBLIC (THIS INCLUDES 1 HANDICAP SPACE) 16 SERVICE SPACES IN THE STORAGE LOT BURIAL SITE: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. IMPERVIOUS AREAS: 34,230 SF (0.78 AC) TOTAL (509 IMPERVIOUS SITE) PAVED PARKING AND CIRCULA77ON AREA: 28,180 SF PHASING. THIS PROJECT WILL DEVELOPMENT WITH (1) PHASE. SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA GRAPHIC SCALE 3e ° 5 ( IN FEET ) 1 inch = 30 ft. Benchmark: F Iron Found 3908385.82 N: 11455502.0 E. 11455502.05 Saw 539.11 / i i i TNP 5842-20 LENVIC, LLC DB 3801 PG 750 ZONED: C1 I I I I I I I I I 20 10 120 WELL 20 0 ASH SHED 20 ASH TNP 5aA2-21 (PART 1) SR & DR, LLC DB 5139 PG 134 10 ZONED: C1 PARADIS- 1.587 AC �S PARADISE SEPTIC TANK LID 10 SH EX. RESIDENTIAL \F HOUSE ' #4272 10 PA DISE �< I � — — — — — — — — — -- I 016 ._O.- I IF / O I IF N73'50'25"W �- I 10.55' 12 TRP U APLE N22'50'28"W UP 16.58' TNP 5842-20A Z JOSEPH W RICHMOND Jr j TRUST 1 q •® 111 DB 4992 PG 686 CD N ® 1-STORY BRICK djI#p IVY EXXON b , ,z #4260 WOOD FENCE y\ - 30' FRONT MAXBUILDING SETBACK N0127'06"E CANOPY 20.00' _ _ _ - 108, PAR ING N. SETBABUICK0IN6 PLANTING IF —� - 15 '. PARADISE �f � 4RADI"(2Xl SHEtT LAYOUT SCALE: 111 = 30' I / I I w TNP 5a42-24C p RIVANNA WATER & SEWER 2 AUTHORITY ZONED: C1 I H ILL ON \ d v I I I I TNP 5aA2-24 / ® EATON, LOUIS S OR SUSAN E VEN E ZONED: RA ® N FE C ® \ I ® \ \ SO, ® S 0 0 s s� ® UP 9� 0 \ RIP AP ® a PE ANENT RAINAGE EAS ENT DB 22 PG 43 / t S28' '44"W — , G DR PARADIS ASPHALT BEDS � o ENTRANCE -- - - - - --------- - Benchmark: Nail Found ---_--- SO U.S. ROUTE 250 EXISTING N: 3908037-54-� _7 ------__ IVY ROAD _---PAVEMENT-�a55637.a7 --- - - - - 80`R/4V - - ROAD PAINT Elev: 517.13 DB 231 PG 585 (STRIPING) Z— NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB —SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. TRAFFIC GENERATION CALCULATIONS: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 10TH EDITION PROPOSED GASOLINE/SERVICE STATION W/ 2 EXISTING PUMPS (CODE 944) ADT: 2 EXISTING PUMPS x 172 VPD = 344 VPD AM PEAK: 10.28 TRIPS/HR x 2 PUMPS = 20 VPH (10 IN & 10 OUT) PM PEAK: 14.03 TRIPS/HR x 2 PUMPS = 28 VPH (14 IN & 14 OUT) ENTRANCE CORRIDOR NOTES AND REQUIREMENTS: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. ALL SIGNS FOR THE SITE SHALL BE REVIEWED AND APPROVED BY ARB UNDER A SEPARATE SIGN APPLICATION. NOTES: 1. THE SERVICE STATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 18.5.1.20 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THIS INCLUDES THE SALE OR STORAGE OF THE PETROLEUM PRODUCTS SHALL SATISFY THE REQUIREMENTS ESTABLISHED BY THE FIRE PREVENTION CODE, AND NO NEW STORAGE TANKS OR LOADING FACILITIES SHALL BE LOCATED CLOSER THAN 100 FEET FROM ANY LOT LINE. 2. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED BUILDING. 3. NO VEHICLE AWAITING REPAIR SHALL BE LOCATED ON ANY PORTION OF THE SITE SO AS TO BE VISIBLE FROM ANY PUBLIC STREET OR ANY RESIDENTIAL PROPERTY, AND SHALL BE LIMITED TO LOCATIONS DESIGNATED ON THE APPROVED SITE PLAN. 4. ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. 5. NO BUILDINGS IN WHICH SERVICES ARE PERFORMED SHALL BE LOCATED CLOSER THAN 50 FEET FROM ANY RESIDENTIAL OR AGRICULTURAL DISTRICT. � 3 ,dOW yNrQ a Clover Lake 0 £ Mertwe�� V p5g sa�r.xaer SUBJECT p PROPERTY ipy l Ry UlteE States Postal xrvr�e ,o Rd x VICINITY MAP SCALE: 1" = 110001 Sheet List Table - SITE PLAN Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE PLAN 4 GRADING & UTILITY PLAN 5 LANDSCAPING PLAN 6 NOTES & DETAILS 7 LIGHTING PLAN B SIGHT DISTANCE PROFILES R TOTAL NUMBER OF SHEETS RESOLUTION TO APPROVE SP 202000006 SCOITT'S IVY EXXON BE IT RESOLVED that, upon consideration of the staff reports prepared for SP 20 000006 and all of their attachments the indict mation presented 1 se ted at the public hearings, any written comments eceived, and the factors relevant to special use permits in Albemarle County Code §§ 18-22.2.2(16)(a) and 18-33.40, the Albemarle County Board of I upervisors hereby approves SP 202000006, subject to the cond tions attached hereto. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy Df a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular eeting held on August 19, 2020. Aye Nay! l Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Ms. Price Y SP20 OA6 Scott's Ivy Exxon Specia Use Permit Conditions I. Development of the u a must he in general accord, as Jetermined 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 PI n, development must reflect the fallowing major elements withit the development essential to tl design of the development and as described in plan: the narrative and conadscapingopt a. Location anbuilding footprint of the propo expansion, b. The number(auto service bays. c. Mitigating lwithin the stream bu B B r to the satisfaction of the C a n tarEngineer. 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 restrict ons to any new outdoor lighting apply: a. all fixtures trust be full cutoff; b. lighting is limited to 20 foot-candles at theground; c. new outdooi lighting must be on a timer or 1 otion sensor between the hour. of 10 PM and 6 AM. 3. All mechanical equip ent must be fully screened fi•ol 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 through Saturday. Fuel sales are permitted 24 hours per day. LEGEND ROADS EXIS77NG CULVERT ,,,y,,, EARTH DITCH CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK u CURB CLEARING LIMITS CURB & GUTTER — — — — PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC-3A DITCH 200 EXISTING CONTOUR 6" DEPTH OF EC-3A DITCH 20o PROPOSED CONTOUR EC-2 DITCH 240.55 PROPOSED SPOT ELEVATION TBC DEN07ES TOP/BACK OF CURB g" DEPTH OF EC-2 DITCH TAB DENOTES TOP OF BOX SCOTT/R. Ct?LLINSZ Lie. No. 035791 � p 7/14/21 `�Q1 r z z o z a O 0 / to 0 ) 1n co Z" cow ] z 0 O z o U) z LU W cr V / ne z L9 L\ W Z rY' LL M Q N 4 016 M zN O LU W CN 2:N N Q W � z LU Z -- _ � z F' Q 0 O a— ll l LU z O U (n W W Q F­­4 z UlLL I --I C/1 (~ 1 Z � z — O J W w r � P-1 O M N O w J U U w w a Ln 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 RFD C, SCOTT R. LINSZ / ADISE($X) I I ULic. No. 035791 n PAR /DISE(2X) I 1.0 7/14/21 1 I I I I I II I I I ONAL z 15 ASH ' z 8� ASH / II OQ� 24 ASH h j j I II // o �* PFIRADISE ti h� I /10 ASH °�° 0 ASH 5 POP // / / / / (2X) 8 SH 0 ASH / �0 ASH I /' r i 12 A H En o m Ln m 2015 ASH DELL// / 1EXISTII / I 'V / / > PARADISE CRITICALSL PES / \ / Q o a S U) 1� ASH / / /TMP 58A2-24C �O \\ o 10 / ' 720 T PL ASH cr1 t� o 2 / RIVANNA WATER & SEWER AUTHORITY PARADISE / ZONED: Cf �c A / ��i ASH \titi 15 �O V / / W PARADISE \ (2X) Benchmark: Iron Found I AS N:3908385.82 10 // / 10 8 HI v / / / E:11455502.05 �V/ PA A SEf PARADISE(2X) /I \ /� Elev:539.11 E STING TREES EXISTINU TMP 58A2-21 PART 1 O t� 20 A Li CRITiCALSLOPE JCIMITSTOREMAIN SR & DR, LLC / 15 ASH DB 5139 PG 6 y / PARADISE 5 ASH _ \ w N ni / O A ZONED: C 10 DBL v ✓ / (5), / A 1.587 AC. / 8 PARADI PARADISE SEPTIC EXISTING BUILDING A —TANK LID—/ 8 ASH ( 18 ASH TO v I 8 / f / / \ 1'10 ASHI / 10 MARL *,/"ARAPI \ SE CLUSEREX. RESIDENTIAL E TMP 58A2-24 I rn HOUSE / 0 ASH // ^ T \ EATON, LOUTS S OR SUSAN E / / �` I / / #4272 i i / / A ZONED: RA / II 10 DBL / / VEN E L9 n / _ — PA DI EI I �� MAPLE /10 AS 18 ASN \ % = I M = 10 LE / Oo H \ FENC I L` _ vv I m EXISTING TREES / = TO BE MOVED/ TYPICAL)/\\ ( 8 DOGWOOA \\ / I m 06 D a I J htioz a —530� \ z �� / / / I I I 0 > / TMP 58A2-20 —�/ �ti;z� \ F O i / l I 01 Q / / LENVIC, LLC J S PROPOED FEMA 100 YEAR i / ° , l I I DB 3801 PG 750 \ / /, FLCODPLAIN -BASED ON MODELING. / ZONED: Cf _ F O= / \ Oo \ MR IS CURRENTLY UNDER REVIEW SzB - — — — —— — _ ---- HFEMA N73'50 25 W- - 10.55' TRP �\� g, / \ Oo \ o \ \ / y�i �`� / ti / /122'S�0'28' W \ U P i EXISTING FLOODPLAIN & / s \ o\\ lyy I / 16.58' \ \ WPOBUFFER- BASEbON. ?Rp\\ COUNTY GIS & FERIA MAPPING prn \ O \ / W L W a _--522---- o / \ o / V`� v \ \ \ L9 0 ---'TMP \ ry EXISTING. BUILDING EXISTING 9 \ UP w 58A2-20A Z ^ TO REMAIN / GRAVEL �� \ 0 Q �� / EXISTING ACCESS OAD /' / I �" `'I" /JOSEPK W RlCHMOND Jr \ \ \ �ozl �— TO ADJACENT PR PERT ES / / z / TRUST / _5zo— DB 4992 PG 686 n CJ� FP \- /.:. \ TO REMAIN / / I "T" 'H'^^i o I rn =O f • 18.8' ; VDOT UTILITY / U V / I 5.0' EASEMENT �� \\ VARIABLE WIDTH ACCESS \C V C i AB 4922 PG 50 J \ / EASEMENT DB 788 PG 841 1-STORY BRICK / / DB 841 PG 721 IVY EXXON \ I / DB 907 PG 509 EXISTING TREE \ N .•' O U EXISTING VENDING iLL I TO REMAIN i #4260 / TO REMAIN.' �� \ \ u / / / / / / / C/1 MWFp Ul (D (TYPICAL) '❑ BOLLARD', 60.5' o z WOOD FENCE i EXISTINGCONCRETE\� 0 RIP AP/ / SLABS AND TANKS TOy Oo o (4) EXISTING I W z o GV. (&X� a ^ i zo'Xiz' BOX CONCRETE UD / / �� Z Z Z M�'a REMAIN r O (� i �_ EXISTNr, �� Z� ' �' - s 'J / PE ANENTI RAINAGF{ ULVERTS INV=521.08 �� E-+ w �--1 EXISTING SHRUBS � ASPHALT APPROX. 5ti� / _ X z I /TO REMAIN 30' FRONTMAX. BUILDIN SETBACK ^ TO 6EIG EAS ENT 335' _ n U ° RELOCATED : /\\ �o \ P 43J G / DB 22 G WALL LON w W / 8 S EXISTING (2) GAS PUMPS MW O a / 4 _ - _ i — ' / W o — ' '¢ W� / SIGN CANOPY12 EXISTING _— — N01'27'06"E - \\ VD- OTR /W 20.00' / - 10' FRONT MIN. BUILDING a 51 T & PARK POSING SETBACK / a ® I 2 / O (%) M x _�- � _ PLANTING M�oI F BEDS L20 ASPHALT ENTRANCE EX. CURB / I Q w o TO BE REMOVED. ------- ;� 4r w DITCH_ —— F- — — / EXISTING ASPHALT//GUARS ^p V / w E ------ — —/ PAVEMENTWITIN DR N x o le Benchmark: THIS AREA TO BE — DI /' Nail Found REMOVED-. - ry / JOB No. - _ TOP=515.06 / U.S. ROUTE 250 w E STING N: 39080_a7 a4 - / h / — — _ _ — — 202183 - — INV=510.82 IVY ROAD EXISTING ASPHALT _ _ �— 51 PAVE1VtM- �455637.87 a / — — 0 — - — - — - - - - —� _ - �AVEME IT WITH N - — - / Elev: 517.13 �; / _ _ — — GRAPHIC SCALE - 80' -R/ VV - ROAD PAINT SCALE 0 DB 231 PG 585 THIS AREA TO BE (STRIPING) — / _ _ _ _ — — — — — it / REMOVED. ) / / zo o ro so ao ea j rr_20r 5 a — SHEET NO, — / — — — — — — _ — — — — — ( IN FEET ) �_—_-- 1 inch = 20 ft. \ x NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY ,TH p�,,G MECHANICAL EQUIPMENTSHALL BE ELIMINATED FROM THE ^ ' j CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND ENTRANCE CORRIDOR WITH THE USE OF PARAPET WALLS. > ' 8 ASH 8 ASH I SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. SEEARCHITECTURAL PLANS. / 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SO R. LLINSZ 24 ASH SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. Lie. No. 035791 PARADISE ASH 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. 7/14/21�Q 10 ASH / 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13 -6 . ohs G1 ASH 12_A 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. SIONAL S, I 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, 20 ASH 15 POP / SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES (2X) THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST /8 ASH 10 ASH 10 ASH EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8 POP 12 ASH 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 5 ASH j / WELL / THE WALLS SYSTEM. 20 § / / VO ASH 15 EXISTIN PARADISE CRITICAL SL PES / 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 / EXISTING WELL RIVANNA WATER &SEWER I PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL TMP 58A2-24C O 10 0 ASH /' 20 T PL ASH 12 REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. z z PARADISE AUTHORITY / so. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE OWNER. NO PUBLIC o zo \ / / ZONED: C1 c N AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR d N o \ / ASH 15 / P� �p MAINTAINING THE TRAVELWAYS ON THE PROPERTY. V/ PkRADISE j PARADISE lul Z w m Z /(2X) ` SITE PLAN NOTES: z J o \\ F 10 A / 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY O o F N \ 10 ASH // \ /10 8 INFORMATION. ~ > z w \� /' SHED P RA E PARADISE(2X) I 2. TRASH SHALL BE STORED & COLLECTED IN THE DUMPSTER CONTAINER, SHOWN ON o \ / � VDOT STD. o / THIS SHEET. FBI X\ CG-6 (TYP.) ALL BUILDINGS WILL HAVE A SLAB ON GRADE FOUNDATION. / EXISTING TMP A2-21 (PART 1) 3• W �2o ASHell CRITICAL SLOPES SRR& DR, LLC A 4. CONTRACTOR SHALL RELOCATE UNDERGROUND AND OVERHEAD UTILITIES AS DB 5139 PC 134 10 15 ASH NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED / \ / ZONED: C1 EDGE E 10 DELPARADISE 15 ASH LOCATIONS. <(TYP J PARR li 1.587 AC. PAVEMENT \8 PARADIS PARADISE EXISTING POWER POLE WITH 5• CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL DAMAGED / \ Q \ SEPTIC STREET LIGHT TO BE FROM THE PROPOSED CONSTRUCTION. \ / �' TANK LID `� � RELOCATED 6. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE //\ \ / REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND / / \ 10 ASH PROPOSED TRASH PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. \ / DUMPSTER ENCLOSURE THE PROPOSED ENTRANCE PAVEMENT SHALL MATCH THE EXISTING PAVEMENT ON \ / ♦' \ �� \ °' o / SEE DETAIL, SHEET 7 ROUTE 250 IVY ROAD AND SHALL TIE-IN TO THE EXISTING IVY ROAD PAVEMENT AT A V / \ EX. RESIDENTIAL o \ MIN. HEIGHT=6' TMP 58A2-24 5 / HOUSE O MINIMUM OF 2' FROM THE EDGE OF PAVEMENT. , N \ 5 / EATON, LOUIS S OR SUSAN E #4272 Q 8. VEHICLE STORAGE/SERVICE PARKING AREA IS THE PARKING LOT AREA FOR VEHICLES a n \ / ZONED: RA o \ / � \ P VEN E AWAITING SERVICE. \\ 10 w,<� VEHICLE STORAGE/ \ y8� / FENC 9. NOTE - VEHICLE STORAGE AREA IS LOCATED BEHIND THE BUILDING AND BEHIND THE \ / / PA DISE SERVICE PARKING AREA TRASH ENCLOSURE. NO FENCE IS REQUIRED FOR SCREENING FORM RTE 250. LANDSCAPING SCREENING HAS BEEN ADDED TO SCREEN THE STORAGE AREA FROM \ / / / I \ BOUNDARY FOR VEHICLE / \ �r \ STORAGE/SERVICE ROUTE 250. NO FENCING IS REQUIRED ON THE EAST OR WEST PROPERTY LINES AS THE z /\ / / \ PARKING AREA PAVING. �. \ USES AND ZONING AREA THE SAME AS THE SUBJECT SITE. \ \ SEE DETAIL ON PAGE 6. 0�--- __ / Oo io.CONTRACTOR SHALL TEST PIT AREA TO ENSURE SEPTIC IS NOT LOCATED IN CONFLICT / \ \ \ J \ WITH PROPOSED BUILDING ADDITION. CONTACT CIVIL ENGINEER AND OWNER TO a COORDINATE MODIFICATIONS TO SEPTIC. ON \ EXISTING DRIVEWAY \ PROPOSED io' vDOT STD. f Oo 06 ---z ii. CONTRACTOR TO LOCATE EXISTING WATER SERVICE TO EXISTING BUILDING TO MAKE L�CID \ (2) ROPOSED o / o o, \ O M TMP 58A2-20 TO RESIDENTIAL HOUS CONCRETE CG-2 (TYP.) ^ o. F SURE PROPOSED IMPROVEMENTS DO NOT IMPACT EXISTING WATER SERVICE DURING \ TERIOR BLDG \ LENVIC, LLC TO REMAIN MOUNTED LIGHTS O� APRON �� / ,� � \ CONSTRUCTION. M DB 3801 PC 750 \ / 12.FUEL STORAGE TANKS SHALL NOT BE WITHIN THE FLOODPLAIN. ON Q \ ZONED: C1 \ F o PROPOSED f 2' 13. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED N BOLLARDS _6 \\ ° �'(' `> / OVERHANG VAR. WIDTH ACCESS � W (TYP.) BUILDING. M IF O / i6'TYP. Oo EASEMENT ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. II I N73'50'25"W \\ 3 / \DOT STD. \ DB. PG. 2 4 I I 10.55' 12 TRP O / + °O G-6 \ N z II N22'50'28"W \ APLE PROPOSED i8' TYP. / 2 Oo CU \ w U P 4 PROPOSED6'CONCRETE J \ N C I ON 16.58 PROPOSED SERVICE SIDEWALK FLUSH WITH--,,.,O GQ I CONCRETE PAD BAYS PAVEMENTO� O° =O N I FOR TANK \ PROPOSED 3,200 SF 07 �f �� © O \ I W STORAGE \ 1$" BUILDING EXPANSION + f o \ z I I \ WITH SERVICE BAYS v ! ��� / w I 7+ / 6 \ U P I EXISTING DRIVEWAY MILL AND OVERLAY OF EXISTING SITE PAVEMENT W C TMP 58A2 20A PROPOSED BUMPER BLOCK / z6 9C Q Q Q ACCESS TO ADJACENT G JOSEPH W RICHMOND Jr b e / " ° w o PROPERTIES TO REMAIN TRUST SEE DETAIL, SHEET 6 Y"" N i CD MILL AND OVERLAY OF IVY ROAD (RTE. 250) DB 4992 PC 686 �o q v PROPOSED 6' I �\ ZA PHALT PAVING b 18 8, 63 67 O >- W z WOODEN \ O SEE DETAIL, z HR FIREWALL r ASPHALT PAVING \ VDOT II + + Z SHEET 6 SEE DETAIL 4r NEW PAVEMENT ALONG IVY ROAD RTE. 2 0 PICKET FENCE 3 EXISTING 45.0' OO, \ VARIABLE WIDTH ACCESS ( 5 ) FOR SERVICE SHEET6 B 492 0' S + J / EASEMENT [� BAYS / > Oo DB 788 PG 841 O a HVAC/TANK \ 1-STORY BRICK / 9 O / DB 841 PG 721 d STORAGE LS IVY EXXONc. TYP.) , DB 907 PG 509 SCREENING ONE WAY TRAFFIC SIGN \ \\ M #4260 ( w ~ I I \ i6 � -`\ ___ '^mot" .�:••'� \ / / �i ^ I MILL/OVERLAY -_�\ \ OLLARD' 6 .5' f �� :` -:'.�\ '' / U / /') EXISTING PAVEMENT WOOD FENCE \ RIP AP i J J ROUND BUILDING AND GV. (FrXj • i ,.• �o CANOPY, SEE DETAIL �.. _:. / �\ '• •• CONCRETE UD �+ SHEET6- --:_ - � .,,•+'j / PER ANENT RAINAGE INV-521.08 W Q EXISTING POWER POLE WITH ' r. r' — I \ 30' FRONT MAX. BUILDINETBACK ���, o �o \ DB 22 PG 43 HEADWALL jS ENT ,SIGN - - - � Iz-I STREET LIGHT TO REMAIN \ i (8) EX. LED LIGHTS -- � ' V"` i �`• y .•'' �� - - � con LL / PROPOSED NEW VDOT STD. S28' '44"W G� \ � / i � � _ � SIGN PAVEMENT FOR TAPER / CANOPY c CG-2 (TYP.) 1 8' _ — \ EXISTING-- { I — — — S I ENTRANCE, SEE DETAIL N01'27'06"E ) , --- - �� — HT DISTANCE — — _ - - _ SHEET 6 FOR 20.00' VDOT R/W ! _ - - i 390' SIG — _ _ _ _ — — — — — — 7 PAVEMENT DESIGN 10' FRONT MIN. BUILDING �— < i / _ _ — — — — — — — _ — — — — W L T - - 1' 16' & PARKING SETBACK - - o' SIGHT DISTANCE PROPOSEDSTOPSIGN 20 � � � - - ------❑_------- 39 Fes" O UT PO PLANTING �5 P ASPHALT BEDS M 1- ? . PROPOSED_LAND5CAP,E— - - N �o F" w ISLAND_ / ENTRANCE - W ------------- - P ---T /% 9 `' GUARDRAILS � i _ ------ I/ - -------------- 390'SIGHTDIS - 390' SIGHT DISTANCE 86' ----- j 8 67 / � � � PROPOSED)�ATION - _ - - - - DI /. I - OF RELOCATED EXXON O TOP=515.06 / I w EXISTING _ _ - EXISTING GUARDRAIL SIGN � INV=510.82 /' _ - -V - - --PAVEMENT-- TO REMAIN. ENTRANCE ---__— --- - ---�_ _ I _ _ - - --- ROAD PAINT TOSTARTATTHEEND O - / OFTHE GUARDRAIL w (STRIPING) � -------------/ uU oo 0 NEAREST p,^^ V / w INTERSECTION a � VDOT STD. (MORGANTOWN ROAD) \ PROPOSED CG-2 (TYP.) JOB NO. MILL/OVERLAY AREA ALONG IVY ROAD, SEE UP G 202183 DETAIL SHEET HEADWALL GRAPHIC SCALE SCALE G�Q S66'11'40"E U P zo I I zo ao ao 1 ��=20' 1� �10 Goa IF 162.74' G� O S11'07'42 W I m m m m m m I SHEET No. 2.64' ( IN FEET ) \"V 1 1 inch = 20 ft. 3 1 1 I I � I I I I; 1 1 5 A H 1 I �A 1 01 f1 ( 1 81 A I N : MEC ROOFTOP OF ICAL HEP QUIP NT SHAIIyy�� BE LOCATED ON HE OPOS DBUILDING. VISIBILITYOFA L / I Q C I11 1 I 24 ASH � I I i MECHANICAL E TRANCE,' C S EARCHITE QUIP RRID TURA ENT S ALL BE LlMINATED FROM E / R WIT THE US OF PARAPET WAL S. PLA I OQ 0!� 15 AJH C�1Lic. qLINS� SC (o91N. 0357 7/14/21 .c` j / o Q e /10 ASH/7-7-- ASH/s / IOT I / Culvert Report (2 YR) j G 5 POP A (2X) 0 ASH HYdaflo Epess Ellen on for ANotlas °ANoCAD9 Ni19D9tr Wotlak M1¢ Thmstlry, Py 1202 0 8 SH/ 0 A H / I I r I / Circular Culvert / /© Invert Elev Dn (ft) = 510.58 Calculations 12 A H I I I I / Pipe Length (ft) = 60.45 Orrin (cfs) = 2.20 / / / / / / I slope (�) = 0.50 Qmax (cfs) = 2.20 / Invert Elev Up (ft) = 510.88 Tailwater Elev (it) = (dc+D)/2 NVEL'L / / �, I I Rise in = 18.0 Circular 20 / W A / / / / 5 / EXISTl1j� / / shape = Cimular Highlighted 1 ASH PARADISE I CRITICAL SL PE5 / \ Span (in) = 18.0 Qtotal (cfs) = 2.20 / / No. Barrels = 1 Qpipe (cfs) = 2.20 Culvert = Q013 Qoverton (cfs) = 1.70 / v �IrVV ♦ \ TMP 58A2-24C Q Culvert 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 HGL n (ft) s) = sss z / / � Coeff. K, M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On (ft) = 511.61 Z w /PROPOSED TREE iPPtADISE 1 AUTHORITY / A HGL up (n) = 511.44 i o o / / / ;/ / /� ' / / ♦ PROTECTION FENCE I / ZONED: C1 Embankment Hw Elev (ft) = 511.66 d m 0 /✓ // J �5 i 0 , ♦ ♦ \ n 15 I / / P Top Elevation (ft) = 517.00 Hw/D (ft) = 0.52 U) U U I �', \ / / Top Width (it) = 31.08 Flow Regime = Inlet Control U 6 PARADISE j ^ PAR �DISE I Crest Wdth (ft) = 10.0o Z w j Z lot D O U Benchmark: M �9 10 ��/� ;v��i // , �1 �yi Culvert Re ort ioYR a P ( ) Iron Found �F // O/� 5zy, I-/ yry� / �/� tryry �` h8 F-1 m SH I �/ / / A / A / y / I A HYbaAvx Ecpress Eaenvmfo Aumdeslp®ww1oCA°®CWil3�by Aulalesk, Inc. Thursday. Aprt 2021 > Z � N:3908385.82 `�` -- SHED "w A �DSE/ \ PARAPISE(2X) / o Elev: 59.11 5 h / / i \ 1 � � ^ , / Circular Culvert N o Elev: 539.11 / � I � / � 1 / / / � 1 / � a / A� i- Invert Elev Dn ft = 510-58 Calculations / �/ A EXISTINU / y° / / ( ) F TMP 58A2�1 (PART 1) / / f \ i Pipe Length (ft) = 60.45 Qmin (cfs) = 2.80 / VJ 201A ( CRITICAL SLOP DRAINAGE Slope % 0.50 Qmax ds = 2.80 SR & VR, LLC ae O ( ) W ,� / •� / DIVIDE ✓ ` 15 ASH Invert Elev Up (ft) 510.88 Tailwater Elev (ft) = (dc+D)/2 �/J DB 51 PG 1�4 ` - ) / /� IS / 5 ASH \ \ NOTE: FINAL DESIGN OF PROPOSED Rise (in) 18.0 IJ� y (TYP. rH ZONED: C} F/ i I � 1 � \ SEPTIC SYSTEM, SUBMITTED DIRECTLY Shape =Circular Highlighted / / ✓ / �6 / \ ` 1.597 AC / - - - �ryry / / J I #40 \ VDOT STD. / TO VDH BY RIVANNA SOIL CONSULTING Span (in) = 18.0 Qtotal (cfs) = 2.80 SEPTIC /ryo ♦` -G-2 (TYP') \ TO BE REVIEWED BY VDH No. Barrels = 1 Qpipe (cfs) = 2.80 " : I -�►, \ / INC, n-Value = 0,013 Qovertop(cfs) = 0.00 TANK D� Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (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 /l,, I., -� I V A� V /A HGLUp(ft) = 511-51 b SH I 0.36AC TO - _ / - / / S. rr I I ) \ - \ I Embankment Hw Elev (ft) = 511.77 GRATE INLET / / \ Top Elevation (ft) = 517.00 Hw/D (ft) = 0.59 EX. RESIDENTIAL C=o.6 '/ / r� /- / 1.5' y Top Width(ft) = 31.08 Flow Regime = Inlet Control HOUSE Rc=6 MIN / // // I CURB A I TMP 58A2-24 Crest Width (ft) = 10.00 / \ EATON, LOUIS S OR SUSAN E #427E / / / / i / / / / 5.0% I \ /� PRIVA IE ADS VEN E ZONED: RA Culvert Report ioo YR 18"GRATE EENC NOTE: GRADING WILL HAVE NO IMPACT ON THE P ( ) , HydraflpmssE nsiwfAu &sNWAUIaL av13MbyP ocis Inc. Tursd%, Apr 12021 ` ,PAI I [il�llll 11 / / / o RIM = tlNLRT 16.20 \ ELEVATIONS OR LIMITS OF THE FLOODPLAIN mv AND FURTHER PROVIDED THAT ANY CUT OR FILL 5 \ SHALL BE ONLY FINE GRADING ACTIVITY WHICH Circular Culvert 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 -, \\ \ \ \ ry , / 3_0 / \ \ \ N63 PIPE t� oTE 12 FACILITY & ACCESSLAIN. Invert engt (f (ft) = 60A58 calculations / I V V / % A VAR. WIDTH SWMElev °- 3$ Pipe Length (ft) = 60.45 Orrin (cfs) 3.60 z /� -- _ ____ VDOT STD. \ WILL HAVE NO IMPACT ON THE FLOODP, Slope (%) = 0.50 Qmax (cfs) = 3.60 q / \ \ \\ \ \ \ \ \ / ' 6 -- \ INV IN=512.11 EASEMENT I J Invert Elev Up (ft) = 510,88 Tailwater Elev (ft) = (dc+D)/2 J / 530 \ \ / '♦ CG-2 (TYP.) f\ INV OUT= 11. DB._ PG._ / / Rise (in) = 1110 a i\ \ \ \ \ \ ♦ \ 5 79 Shape = Circular Highlighted PC1 SEPTIC TANK`\� \ / span (in) = 18.0 Q otal (cfs) = 360 L9 . - / ♦ 4 ♦� QJ <ci - \ �\ \ ( / / No. Barrels = 1 Qpipe (ofs) = 3,60 ryo $ ♦ �So=10 \ VDOT\ \ / / / n-Value = 0.013 Qovertop(cfs) = 0.00 M / CID TMP 58A2-20 - �►1 ) \ \ S STD. PROPOSED / Culvert Type = Circular Corrugate Metal Pipe Veloc On (ft/s) = 2.56 I h ry/ ,� DISTRIBUTION / / LENVIC, LLC �\ III I 1 / / ♦Q�! / -/► BOX TO / \ CG-6 \ / VDOT STD. ES-3. / / Culvert Entrance = Headwall HGL n ) s) = 5426 11. (� i 3 / / Coeff. K, M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL On ft = 511.fi9 / DB 3801 PG 750 V \\ I I _ / / rf�s LINES \ \ \ CURB / / HGL Up (ft) = 511.60 ZONED: C1 - ' ` \\\ \ F O $ / / ♦ v \ \ / Embankment Hw Elev ft = 511.92 - --- -- - % m APART 9 0� O 5z8- - - \ ° \ / Top Elevation (ft) = 517.00 Hw/D (it) = 0.69 _ _ _ \ TC 516.4g . ' ° -P N PROPOSED DETENTION / Top Width (ft) = 31.08 Flow Regime = Inlet Control (� \ \ F O S 49 >.� - + / Crest Width (ft) = 10.00 BC 16. � � ° � : ° s ° - VSMP PLAN FORER. SEE � /-5x6-------- __-----� N735025"W \ '�° / \ \ \ - - - - I 10.55' \ TRP \ \ \ DETAILS - - - - \ O� FFE= 6.55 + \ \ PLE 4.99/0 d / l° / 2 \ \ �'y �4 / 0 w i N22`0'28"W �, \ ON U� - �v4 i / 1 I r 6% \ \ \ \ \ VAR. WIDTH ACCESS ��V' ,mn �. CN 16.58' CONCRETE �n \ / �i V A ZV \ EASEMENT / / N - ' _ 1 / VARIED DTA �I BUILDING EXPA SION / v ; \10\ o\\ \DB. PG. - PROPOSED 3,z o SF �`y`p / ^ HEIGHT o sxx I \ ABOVE WITH 4 SERVIC \BAYS 4% F F - I \ / / w Z \ PAVEMENT o TC= 16. 6 \ UP\ \ / EXISTING DRIVEWAY / .m -- TMP 58A2 20A \ 4c N $ 4 / \ \ \ Q I / ACCESS TO ADJACENT / A. � g _m ., - $C-516.zg \ � I � �, \ 0 1 PROPERTIES TO REMAIN /JOSEPH W RICHMOND Jr / \ w "z 0--`1 / TRUSTCUT\ \ 'PROPOSEDz'CURBI \ ` \ :ooz\ / DB 4992 PG 686 o \ ° D TC5 ITH RIPRAPI �, NN V / m_ _m = _ _ I I 4.9/0 18.8' b \ h \\ / W VLOT I + In J! y (TYP) \\ VARIq,BLE WIDTH ACCESS / w / ' [� I --I 5x0 I I 45.0' / J + A EASEMENT / / [� - H i / I FFE=516.55 B 492 PG J \\ / / / L9 N-N Q (� \ \ DB 788 PG 841 / / l / / 1-STORY BRICK / 1.2o DB 841 PG 721 i D z L'IVY EXXON 00 ,v A�� \ / DB 907 PG 509 �' CONTRACTOR TO / N s / KNOX BOX REQUIRED FOR EXISTING BUILDING.LU #4260 / 4 •�. \ \ \\\I 0 LOCATE EXISTING t1W / \ \ / x z DRAINFIELD LINES. I LOCATION TO BE COORDINATED WITH FIRE TC=516.37 / o(o lo0°h / - "� •� \ \I I�I/ SHOULD THEY BE I MARSHAL'S OFFICE. 5 OLLARD' 6 .5' p 3• RESERVE U (n Q BC- 16.08 / 4 t, / WITHIN THE ROW, WOOD FENCE / ♦ f> / AREA \ III RIP AP CONTRACTOR TO / / o , 6V. (3X, i EXISTING/ / / / ENSURETHATTHEY / / MW ) �' J / /loX 2'BOX /� -// II� I( Q z WILL BE PROTECTED 7r ° _ -+- -- J / ANEN RA AGE/ CULVERT EXISTING 18" CMP S �• - PER T IN S / 7 FROM VEHICLE �''✓ y'ry "o EAS ENT APPROX. 33 5' CULVERT BU TO BE 3FRONT M' DB PG 43J LONG ' ' ' / Q TRAFFIC DURING I \ 0' AX. ILDIN ETBACK 0 / v \ - _ ; _ , - - _ �ii/ / LL EXTENDED WITH° w o� - - i i i _ �i /� /\ LL CONSTRUCTION VDOT STD. EW-1 5 6 i Ul (D HEADWALL G / r 5�6 �\ / / S28' / )4 SIGN DA=o. 8ACEXISTING/ CANOPY C=0.49 N01.27'06"E VDOT R W Tc=8 MIN - - / w I - ' / - 20.00' / J 10' FRONT MIN. BUILDING / - - - / W / / - - - - - - - / & PARKING SETBACK PLA - IFS / � ♦�w�,., - a -- �� / I ' I ASPHALT `I BEDS �\ B 1 o ss o - / / I I I F-° w -- ----- \\\ ENTRANCE / ti `�° CGO (TYP.) //// l I Ih I 1 \� /GUARDRAILS " I 1-4 aft ---- , ^ � v � - --- ----- /� / / Benchmark: � - -�4�4 /, 1 / Nail Found - - / • / _ ---- --- _ _ _ _ \ = U.S. ROUTE 250 ESTING N: 39080 - EXISTING GUARDRAIL / / ? ` / _ _ - - - - IVY ROAD i � - ' _ _ _ _ �-.518 -PAVEMENT E. 11455fb 7.87 TO REMAIN. ENTRANCE - - -_ - - - Elev�517.13 TO STARTATTHEEND / /--_---___-- _�- - - ROAD PAINT DB 231 PG 585 (STRIPING) \ 1 - - l - - -- - - - NOTE: THIS PLAN DOES NOTPROPOSEANYGRADING WITHIN O � 5g / ) / OFTHE GUARDRAIL ----- - - - - F - - - _ - - - - - - - - - THE 100-YEARFLOODPLAIN THEREFORE, THE PROPOSED U GRADING WILL HAVE NO IMPACT ON THE ELEVATIONS OR w OiST - - - - - - - _ - LIMITS OF THE FLOODPLAIN ^ V) w INTERSECTION --- ----- ----- _ - - _ -- - - - Ln -- - VD9TSTD- -----�------ JOB NO. -----------------CGz(TYP.)----- ----�\ - p 202183 / I IIIIv UP v __-- II III I GRAPHIC SCALESCALE N _ - / o S66'11'40"E UP 1 It 20 0 10 20 40 80 n- r IF 162.74' Gw or sn oT42"w - // SHEET NO. 2.64' ( IN FEET ) 4 1 inch - 20 ft. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The follow fine Items shall beehown on the pia n: ZI Ttcmtabesaved, LI Limb ofclexring (onside dripbneoftrees 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 operators. 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 lest 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: D 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 tricks 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: Ll 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) I I I • I I I I II I S 81 AS I I I of trees I OQ� 24 ASH 15 PARADISE / A H I I � C� 5 OR / I I I / 0 ASH /(2X) / 8 SH/ 0 ASH I I I I I to 12 A H 1 1 1 I tad �\ 20 _/�IJELL// / / 15 / I EXISTINI 40 ASH PARADISE I i II CRITICALSL IDES // W 10 / 14 ASH / /20 PL ASH /TMP 58A2WATER 4C I 2 / / J 12 / I I RIVgNNA WATER &SEWER \PA2ADISE 1 / AUTHORITY / oN � / ZONED: Cf �15 PROPOStFD TREE / / ASH 6 P aRaDISE \ PARADISE I P / />1� PROTECTION FENCE OWNER SIGNATURE (DATE) IF g 10 SH CONTRACT PURCHASERR SIGNATURE (DATE) \\ / i / / SHED / / / A D15E/ I PARApISE(2X) I I 511f06 Page 1 of 1 x I/i/ \�- E1(ISTING, TMP 58A2-21 (PART 1) 1992 338 //Co), �� 1201A ( CRITiCALSLOP� SR & DR, LLC /�J / / / ` 15 ASH \ I DB 5139 PG 1�4 _ - / / / A / \ ZONED: CI A 0 DBL \ 1.587 AC. ) \ n ItQP \ A,RADISE\ SEPTA ; / \ TAB\ (1) f f + ,\ / _v _ 1 \� A �A (7) IN SCHEDULE TOTALSITE SYM BOTANICAL COMMON NAME SIZE CANOPY (s� QUANTITY1 COVERAGE (sF) (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 QUERCLIS 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 1 124 PY PRUNUSYEDOENSIS IYOSHINOCHERRY 6-Tht. 1 99 1 5 1 495 (EVERGREEN TREES EX NIERSTEVENS' NELLIERSTEVENS HOLLY 5'-7'ht. 1 44 1 13 1 2,376 MG I MAGNOLIA GRAN DIFLORA LITTLE GEM' I LITTLE GEM MAGNOLIA 6'-8' ht. 1 82 1 15 12,214 SHRUBS B ABELIAGRANDIFLORA GLOSSYABELIA 24"ht.min 14 8 420 S CORNUSSERICEA RED TWIG DOGWOOD 18"ht.min 72 7 504 IIV ILEX CORNUTA CHINESE HOLLY 24" ht. min 14 15 210 ITEA VIRGIN ICA'HEN RY'S GARNET' HENRY'S GARNETSWEETSPIRE 18"ht. min 1 64 18 1,152 EXISTING TREE CANOPY Existing Tree Canopy 14,190 OTAL CANOPY I I 1 27,618 CALCULATIONS: %l SCOTT/R. CSLLINSze Lie. No. 035791 � p 7/14/21 `�Q1 F z z V z w a 0 / /� CI V� 0::U1 � V Ln " Z W m DO z 0 O z � O 0 u ~ Cn U) w Z LU Vi o F�1 � a Vf11VVF I I\Ll4Vll\LV \IV/Of. V,D IJ JF PROPOSED TREE CANOPY: 11,142 SF EXISTING TREE CANOPY: 14,190 SF TOTAL TREE CANOPY ON THE PROPERTY: 25,332 SF TOTAL PARKING LOT TREES REQUIRED: W 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 .. N STREET TREES: o TOTAL LINEAR FOOTAGE OF PROPERTY FRONTAGE: 190 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 5 TREES TOTAL STREET TREES PROVIDED = 6 TREES % SHI I \ \ \ \� EX. RESIDE TIAL - (3 IN \ / r I Landscape Notes HOUS� l v TMP 58A2-24 .Ile + [ \ / ^ \ EATON, LOUIS S OR SUSAN #4272 / / VEN E ZONED: RA NOTES' I / � L9 01 I�Illll II //� // // / I \\ FENC 1 THE PLAN77NG OF TREE SHALL BE. ALL TREES TO BE PLANTED SHALL MDONE EET TINEACCORDANCSPECIFICA �NWITH EITHERS OF THE MTHE STANDARDIZED ANDSCAPEERYMEN. r / SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMENS ASSOCIA77ON, THE ORGINIA SOCIETY OF Z LANDSCAPE DESIGNERS AND THE ORGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR � THE ROAD AND BRIDGE SPECIFICATONS OF THE ORGINIA DEPARTMENT OF TRANSPORTATION. N Q 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT • THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO 016 O - SUPPORT THE OVERALL HEALTH OF THE PLANT. � /\\ 3. THE LANDSCAPING PLANTS AND 7REES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED \ \ / 4 MG s / \ `J'p IN THE AREA BETWEEN 2 AND 7 ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE YQP :ce PEDESTRIANS cv I \ All\II III I -► /�� / V A \ / I� I N 0 O - \ / - \ \ / DOUBLE STRAND 812 GAUGE WIRE 1� N / \ \ \\\ I I I = \ / L / /' WITH RUBBER HOSE & TURNBUCKLES TREES � l \ \ �� / � TREES UP TO 4" CAL. SHALL BE STAKED � Q O / I 2"x2" HARDWOOD STAKE WITH 2 2%2 HARDWOOD STAKES. TREES OF 4 CAL OR LARGER SHALL BE 7 CUT &REMOVE BURLAP FROM TOP (2... PA \ \ GUYED WITH 3 EQUALLY SPACED, TWISTED, L _ \b 1 1/3 OF BALL AS SHOWN r AND TURNBUCKLES LOOP HOSE AROUND LU EMERGENCY A SCARIFY SUBSOIL TO 4" MIN. DEPTH / TRUNK. FLAG WIRES WITH COURVEY TAPE. / \ \ \ \ SPILLWAY FOR W - - - - - N73'SO'25°W � \ \ \ � �; ° e MULCH SAUCER \ � REFER TO SPECIFICATIONS FOR 5 TRP / / FFE=S 6.55 / .� (2) IV OO \ \ \ SWM FACILITY FINISHED GRADE \ ,� /G z I 10.55' \ \ O �' FURTHER INFORMATION \ q LE \ / / 2 \ I TREES UP TO 4" CAL. SHALL BE STAKED. I \. / Hy Q �5_q p \ \\ rl °� / S _ O TREES 4" CAL OR LARGER SHALL BE• 1 1� /-N2�'S�D'28"W V U IL+ / " ° - S� , L \ \ V A GUYED WITH 3 EQUALLY SPACED > / 16.58' \ PROPOSED 3, zoo SF ` S ` \ \ a TWISTED, #12BLI GAUGE WIRE W1 H HOSE i \\ GUYW RES W H RUBBER HOSE AND AND NRNBUCKLES LOOP HOSE / \ \ \ I �' (1) IC \ _ \ - I = AROUND TRUNK ABOVE BRANCHES _ c TURNBUCKLES 2/3 UP TREE W / `' + BUILDING EXPANSION F `\ \ O COURVEY TAPE AS SHOWN, GREFER STO TSPECS � \ 2"x2" HARDWOOD STAKES. ALIGN / - (1 O)`I T^ " e Ip� / `� \ \ FOR ADDITIONAL INFORMATION. TOP OF STAKES ` rr WITH 4 SERVICE BAYS u 9�a \ o \ \ \ \ -II II- v //� I�. MULCH SAUCER (• I ° n � N AMENDED SOIL MIX V I ( ) m- Un I A V L COMPACTED SUBGRADE i �I �� AMENDED SOIL MIX J \ 4 MG \ V \ V 444 l L \ \ "9 \ --` \ \ UP wTree Planting and Staking Detail - Uj a TMP 58A2-20A z / n Q _ Q JOSEPH W RICHMOND Jr \ \ o tl ° / y I \ ` O wl Not To Scale CUT AND REMOVE BURLAP FROM TOP \ e• - 1/3 OF BALL AS SHOWN TRUST - o l bT �" I --I Source: Va. DSWC Plate 3.38-2 \ N'�N - SCARIFY SUBSOIL TO 4" MIN. DEPTH r _ _ � DB 4992 PG 686 O /� � \11,1, - _ - \� � � \ I (8) Ili TT 18.6 O \ : w �( `\ ,I + + �(6) IY ... L- COMPACTED SUBGRADE I Conservation Plan Notes: I 45.0' y c VAR k/ J FFE=516.55 \� 92 PG ,+ J / \ oteogSeoe Tree Planting Detail �W Q Q 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH j/ 1-STORY BRICK / (1) CS + \ l F-I Z IVY EXXON (- PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT .� - OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE / 7) MG + \ I // / 1--I TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND / #4260 LL INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. I / i W \Ul 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN I ----� OLLARD' 6 .5' THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. WOOD FFNTL GV.(aX), i 3 BN / o RIP AP/ / / CONCRETE UD 1 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT ` STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE �, / _ / / f / INV=521.08 COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (3) IN \ «D �� " • _ ___+- .• PER ANENT RANAGF� TO BE PRESERVED AND PROTECTED. T' - / SIGN J / f x EAS ENT 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE I �I / / / \\ / \ DB PG 43J HEADWALL, / _�/ DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I / \ l ��\ �• /, \/ / / = - i _ - _ ; - - / / i i F"" w '44'W 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE �.• • r-7 \ � � � � / - / - - - -_- � - _ _ �_ % OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN / / \ \ ,� CANOPY i e // 1 •�/ f / - _ - �/ _ _ _ - �� �i/\ SG� 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / NOl°2T06°E - ' v // I / \ - - _ _ - - - _ - j i. / > PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND / 20.00' ! \i - - - ILDING INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. - / - - - - - -� \ 10' FRONT MIN. BUf / / I / & PARKING S CK is / ) /i / - / 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, - - - - - / U " CS I/ ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS - NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE N LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES MR l PLANTING SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING\`I\ ASPHALT I BEDS r \ x SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO ENTRANCE BE PRESERVED AND PROTECTED. / " • a " / F 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE / / / // / / / I ' - w (n TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, / __ - -_ '- / / (5) PY / /GUARDRAILS -/� / _ �, ^ w - - - V / IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT - -- - __ -- _ - d, - _ --- / / / _ CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL IA \ _-- ® - --- -y --- - \ / Benchmark: / _ _ \ - / / / _- a Un PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. \ _ ___ DI ® (5) / Nail Found / - - / / / / JOB NO. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF \ TOP=515.06 S U.S. ROUTE 250 (8) AB EXISTING N: 39080 / / - - - - TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY - - y - _ _ _ _ _ INV=510.82 IVY READ -' _ _ _-� PAVEiVFfYTT4557// 2�2183 PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT - - - - - _ _ __� _ (5 - - - / Elev:-547.13 / / - - - - - - - GRAPHIC SCALE ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND - - \ _ �� - - - ROAD PAINT _ / / / - - - - - - SCALE FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ / - DB 231 PG 585 (STRIPING) - - - - - - - - - - - - - - // //----------- zo 0 10 zo ao ao III_201 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE \ / �_ TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE _ _ - - - - FINAL CLEAN-UP. / / / _ - _ - - ,_-----__ ( IN FEET ) \-��--_-------- --------�_------- --- \`_--- _�\ //- --_ 1 inch = 20 5 - \ ft. FENCING AND DRIP LINE \� SNOW FENCE BOARD FENCE P�c PENCE CORRECT METHODS OF TREE FENCING .a `4Ta'•o- CORRECT TRUNK ARMORING 00 TRIANGULAR BOARD FENCE CC-12 A �T PERMISSIBLE CONST. 5' MN. JOINT AEU `TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN cc-z BACK OF 20 SECTION A -A NOTE1 FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRACE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURD O 2 4 1 2 5 2 3 5 1 3 6 4 4 B 5 5 10 6 7 14 3 15 B 5 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP 15 LIMITED TQ 15 FEET, REGARDLESS OF THE SLOPE. p u Y 3 O PCROSSWALK H 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 MID SLOPES ME AS NOTED. ** t2�1M Yf�� 2_• AT A', . 2" HIGHER THAN FEDGE OF PAVEMENTX;X", AT.SMIE AS TOP OF CURB THIS COMBINED (PARALLEL S PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 50" MIN. DIMENSIONS THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE REREMCAT`IH`"TD" E REV. 7111 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 20301 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTES) 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN RAGE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE POND FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 115" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 15" AS SHOWN. v NO ADJUSYENT N THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-S AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON CS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS ----------------- EXISTING SUBBASE 4" EDGE OF EXISNG PAVEMENT (AS DETERMINED IN FELD) PROPOSED ASPHALT LAYERS PROPOSED SUBBASE R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT MOONING LAYERS ® PROPOSED MINIMUM 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 DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF 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 WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAYMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AID MARKERS MTHN THE PROJECT LIMITS SHAM 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 OF SECTION 315JOI OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REFERENCE" kFZ11/07 FOR WIDENING SUBJECT TOTRAFFIC 305 VIRGINIA DEPMTMENT OF TRANSPOFTATION 315 ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PA VEMEN T 12" REFLECTIVE ALUMINUM 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE RESERVED LEGEND AND BORDER - GREEN SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF PARKING WHITE SYMBOL ON BLUE CORRECTION. • BACKGROUND BACKGROUND - 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. WHITE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR 111 j TYPICAL AT ALL HANDICAP SPACES PRIOR TO PLACING AGGREGATE BASE. THIS SIGN TYPICAL AT ALL "VAN 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE VAN ACCESSIBLE" PARKING SPACES COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, ACCESSIBLE THE PUGMILL REQUIREMENT WILL APPLY PENALTY SIGN WITH WORDING AS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. REQUIRED BY STATE OR LOCAL LAW 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 @ 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. o 0 GALVANIZED "U" CHANNEL POST 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR :2TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT O EL, ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. of GRADING W " - VDOT A3 GENERAL 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF CONCRETE TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. w 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH o TOPSOIL AND SEED AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. __1 J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND 4. SIGHTVEGETATION WHICH OBSTRUCT DISTANCES AT ROAD INTERSECTIONS SHALL BEREMOVED. ALL VEGE AT70N AND OVERBURDENTO REMOVED FROM SHOULDER TO SHOULDER PRIORO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 7. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-7 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. \\\!/\\�%\!/\\\/\/�� 4" MIN. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 \!\\/\\ \ \\ /\/\/\/\ INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE . \ \ NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. HANDICAP PARKING SIGN DETAIL ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS NOT To SCALE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. SIGNS MOUNTED BOTH SIDES 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA7ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ( VARIABLE WIDTH) J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE NOTE: CONCRETE (5' MIN.) INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. SHALL BE 3000 Psi 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). AT 28 DAYS OR WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:7 OR BETTER ARE TO BE ACHIEVED. STRONGER. 4" CONC. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, 6. OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES i // / / / i . 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLAT70N MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). 1" SM-9.5 SURFACE COURSE 9" 21-A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - VEHICLE STORAGE AREA NO SCALE 2" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5 21 A BASECOURSE \ / % / / //�\/�\// //\/\/ SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-9.5 SURFACE COURSE 8" 21-A BASE COURSE .. .. .. .. ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED \� / SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6" t OF 4' 2" R CURB 6" 13" 4 ° ° d d a , °. 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. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 12'X2S' CONC. MIN. 12'X20' CONCRETE DUMPSTER PAD LOADING SPACE F-7" THICK - 3000 PSI CONCRETE a 4. �6" COMPACTED 21B STONE BASE CONCRETE LOADING SPACE DETAIL NO SCALE 1" = 100' SEE DESIGN NOTE 2 6- V-6' V-6' - MIN. - - - ---- e 4 4' MIN TO WALL IF WALL 15 USED a. ° °4 P 4 �D A TAPERED A EET REIJEF 2' CURB d CUTOPENING 31 v d a' 51 R--6 a a TYP . d ea_ d e. 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 w18N stormwater faeil'ities with side elopes. RIPRAPOUTFALLTO 2• Refer to Standard VDOT CG-6 . Match gutter pan of EXTEND TO DETENTION adjacent Curb and gutter. BASIN RISER HANDICAP SIGN LOCATION (VAN) FLUSH SIDEWALK 3 FACE OF CURB BUMPER - BLOCK PAIN PER VDOT PAINTED SPEC. TF IP ACCESSIBLE SPACE HANDICAP SPACE DETAIL NO SCALE NOTE HC PARKING SPACE &ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH 117.1-09. Concrete Bumper Block • Concrete:4,000P.S.T., Vibrated D Reinforcing 2 #4 Rebars, 1.5" from bottom" W 72" long, 5" high, 4" wide top, 7&guot wide bouom • (ANT drawn i0 scak) 144"It- 12" �I 6" v 314" holes IL T.-A I 12" �I 13'-0" 4'-0"5'-o" '-0' 1'-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 6'-O" o (TYP.) 1 \4 /� ��41 l'-O" (TYP.) $ B PAINTED BRICK ENCLOSURE TO MATCH �j A PROPOSED BUILDING (8" WIDTH X N 7'-0" HEIGHT) o `� a 4 STEEL BOLLARD (EXTERIOR) N O 5° (TYP.) (SEE DETAIL THIS SHEET) WOODEN�DOORS DUMPSTER GATE (SEE ° a° DETAIL THIS SHEET) 45' CHAMFER 13'-O" F\ /1 DENOTES 8 C.Y. DUMPSTER I D 1 6'-0"(L) X 5'-6"(W) X 6'-8"(H) LAYOUT (2 PER DUMPSTER PAD) NOTE: BROOM FINISH 6"x6" W2.1xW2.1 WELDED WIRE REINFORCEMENT C2» r17 7" CLASS A3 CONC. 7" 21A STONE -COMPACTED SUBBASE DETAIL - CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. 2 13' - 0" ti Q 1x6x6 TREA7s26 BOARDS -BOLTED TO IRON FRAME STEEL BOLLARD (EXTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 2x2x3/16 a CANE BOOT ANGLE IRON FRAME DETAIL - DUMPSTER GATE DETAIL N DUMPSTER AREA NOT TO SCALE SCOTT/R. Cb,LLINS'Z Lic. No. 035791,E A 7/14/214i F z z p zz w a 2: (n V/ N U U U) Z W m Z z O O p J ti U > z z (" � V/ H a r+ C4 N N V o .1 n 0 J ON 113- ry -- Z"' ON Q ON N M 11 z N o LU WN N 0 W � z LU I� Z Q LU O � W 0 LIJ z x Co U () WLU �_ z � I Z W LL p H X J W/ w 0 N O w J U1- ^ w v, w W Ln JOB NO. 202183 SCALE AS SHOWN SHEET NO. 6 STANDARD LIGHTING DETAIL: FOOTCANDLES II .0 / 0.0 DISE(3X) ARADISE(2X) 0.5 0.5 FOOTCANDLES ����5 AS FOOTCANDLES LUT 24 ASH 8 ASH / WLA3UFOOTCANDLES SFCR ❑ PARADISE 10 15 i.o FOOT CANDLES �10 ASH FOOTCANDLES 20 ASH (2X)OP �8 ASH � ASH 10 ASF 8 POP 12 ASH 20 15 ASH j WELL j�RADI � /10 ASH 10 ASH ' 20 T PL ASH j ASH ro ASH Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens Color Temp LLF Description f-\ 2 WLA3 WALLPACK 15' 5,200 3000K 1.000 101L-32L-530-NW-G1-3-UNV-PCB-MGY ❑ 8 CNY CANOPY 15' 3, 500 3000K 1.000 CNY LED-PO-30K-MVOLT-WH -0 1 LUT POLE LIGHT 22' 5,500 2000K 1.000 LUTEC6241-PHO-2K-70W 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 AND IS SHOWN FOR INFORMATION ONLY. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPERTIES AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND ADJACENT PROPERTIES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 4. PROPOSED LIGHT FIXTURES SHALL HAVE A FLAT LENSES. Pro= Lxmlon. Ca uo L.mew ory Gardco 101 LED wall sconces feature a low -profile design that provides wide Fledblllty In high performance exterior wall Illuminatlor. Full cutoff performance. usable Illumination patte ins, and powerfu l wasegescombine Into a cc in pact and archRectu rally pleasing design, 101L sconces are available In Type 2. 3, and 4 dlstr bullomS and provide output of up to 9500 no me ns- Energy saving control options Increase energy savings and offer California Title 24 com pGance. Emergency Battery Backup option available for path of el. ordering guide mlamyle alLa3L-700-nW-G1-3-40-IMPo2-9i 101L 6L 3I W-G1 CB GY AJH 15 � ♦O nn YL ne ELDmP (Y'dl ITcl IBM u3V 120p V Ro 0-IWG.ingpnmru . FAIL Imu,ca 1mLlEo Ifi lE65 red WM1lie Eirereemr �mm..w°"iruHc PafibMnmF9 F6 rouebRe4W0. wu my'. 8 PARADISE PARADISE t� «D 6Do Yry m sw D amk( ate. nWo° 3R 6&" WI n"� 90 K)DC a u3 sm,® Sae 100� G.�bm 3 ryF.a P Y NO uw r BP ° aawecp BE roes /(2X) . 660 Sala 50%gmM n (p&m.mmt9° X6YN41rvm Ga ICUO DOOR 6Nrl. 1N]BV CGION .t GMIA be(alill DO=m� unGUY 1 D A _ 7 mo rza wm1a i .." M ,,u s, ml� 6ii"n�'� y'"s�^° d�a mednm r L a on. roOVi .. m I OnoloeurlAVAesmkd.aryem[ PULL amu, IF O.O 0 ASH / / / 1 0 •5 .0 8 rw 10OW ywme en eer✓ °n onnaa wla�na.sA.. o t ea.�P.r IEns 60 650m4' Ga6iAbn1 aai n 30 3 mpwryl /' SHED PA ISE \-PARADISE(2X) I °°°'°°°� °" 3LpY"" «9® k';"° C. w wl tL:WM MistiNP® lev CL oc6 ary W m.rvb.1 ad dr ReCOG"r MQp i Itltl3 n mUy1.`Bg.r,m IXbNQW@ / \ nee0:l urinYpma gems nk.mknn�mfYnwi.ei SY SW In1e3a1.o9iY EXISTING TMP 58A2-21 (PART 1) 0.5 1.0 O �� ASH CRITICAL SLOPES SR & DR, LLCene DB 5139 PC 134 10 LIG IELD LL BE us 1 1 NW 1M1 taM'a, A ASH LLl9 Ir3o3n1�'bM1M1 M31a? ZONED: C1 ADISE I TALL TO I� .0 0 DEL �DMRVYYDkkrnl9reVBN0FBW YBDkI3lLmvaewYern.nasYm B.La Ynkl L."m9D 6 , / 1.587 AC. O A LL CU FF FI 9 gYp a d1 a wcm an nWB ne mM1 b mmdkk l« �` ] BL !A1 30Y IWTW 9.aaenk QOZ)/V NNVImY- nn Vy1 ry. PARADISE 31 IBolero a I lu a3RIn51onao l50M k Io.nMM is oL1c IR Ma Luc I6. H, amel In FED ..". ECZ Pmelk'Anc"rc n n rLboE aw C SN a,lim winmy dml. adglbna vM _ a n nnl vo«zm Iy n m�mm:F«mI F dwe 1nea n«Itlaz ma3nm oo gwoseoo�Iwe. �?� EPTG - a Earc mee ¢ok�no vamaomr W�n� ann WlyAm50wn nvPo%DrCxG / TANK Nd Ibye ILMmn N0i4m'plcgibn. onne,enouPffaihnln3'nnn s rYCues1UantlIUFI. /- 1a m1e,Ikneeln oD r<Lo uc 7 �I I I EXISTI N CRITICAL SL PES W TMP 58A2-24C 2 RIVANNA WATER &SEWER AUTHORITY CIO ZONED: C1 I�CIO +0. / 10 11 1.0 0 / 0.0 / EX. RESIDENTIAL II TMP 58A2-24 101L 10/19 P.B.1°11 / HOUSE +0.5 / EATON, LOUTS S OR S / \� #4272 0 101E Sconce LED / ZONED: RA VEN E Vial Mount /. - /. / 10 �\ � < 1.0 �O / 0.0 FENC m / / I PA 81�E O ; Luminave Accessories (older separately) � m ... O'sGO rn ems. WlwkmeYYen .. oil acmmy /l\ 0.5 / UUNIMount ROemsFrymem mama m0um 011 NIOdea ". droy tlOE VNS \ y rithmn M Wall Moun@e eox for sur2re Conduit =ICI-ffi re Gns sGe'lY fi"sn "pa[eof(:i alwrsma'wn,ti ai u el pf1 y W( yr dtl Mth LLCR3 (A A3_.a specfY Onsnn pxe.1(1) Rm'I,Pllk be LLdi xalloral Hlh eRm sup-is,U. oe'fi ,cy.hom B dlwo 4 C¢niralRanMe MOb00 RHp006e Ralerenflensm Ul Wi yr 1 nrn3 M I � / � (us Hconnecletl [oShWise main p3nxp 1¢vjblsensmJd tli erg Musisp 1Y MmLO YBeA-FVtl� ml,mirwres11w1are11mrietllobe ueJwilM1remole Y834-FIT -3 mmnl,mlydes Sremge Olor WrNai VSltm tMalS. / 0.0 >T � � z TMP 58A2-20 0.5;♦_+0.5 L�4���? O 000. 9^ \ N i LENVIC, LLC O� 1.0 i DB 3801 PC 750 1 F ZONED: C1 I O oz j Oo .0 IF M lAfl'A, a . ii o SCOTT R. LLINSI I Lie. No. 035791 e� p 7/14/21 `�Q1 r z z U ZO w a 0 � to ) U U � z w LY] z O Z O p U u ~ to Z w LULU F�1 a sA O N W LU � N Q W W / U P �- LL TMP 58A2-20A U Q LED Wattage and Lumen Values ? / Q �� Q z Juor-rh W RICIIMOND Jr o ./ / w o w TRUST �CD DB 4992 PC 686 �os . -. m 0. ZO 8.8 VDO 45.0' dB 492 PCB J/ n \\ 11 /� FFE=516.55 IT oml°ec°n. LED IXr .. role, Dn.) 'MP. EY9 . W m ' Bill rym3 NFea Lumm OW BB6 Rei Ellmry 1tw11 Lure. Wpm" BUS eke Cr U. mrim Wpm BUG eke ERm ILmV) S D 1 101'416L.,.. bW En6 Rq IOOON 3 _3 BI UOw 03 14. gI 110 G1 9f 36E I ... eS 1NL16L 000 NW 61 W 89 12. .'0 GL BI Sig 81 nuG 1NL 33L AO NW G1 111 ON 'c SON NE WGl 110 SLW 81LO GL IW 5316 8110 GL 1. 11 DO Armx ~ � U (n 2 W�4 J ------ --- - --------------------- H GUARDRAILS o w - - Ln ---- -_ -----DI JOB NO. ----------_ TOP=515.06 / S EXISTING _ -�- 202183 -----------___ INV=510.82 .41 O __�---PAVEA€NT - ------� - -- - ROAD PAINT/ GRAPHIC SCALE SCALE (STRIPING) 20 0 10 20 40 a0 1 „-20a SHEET N0. ( IN FEET ) 7 1 inch = 20 ft. 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