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Home My WebLink AboutSDP202100030 Plan - Approved Major Amendment, Final Site Plan 2022-11-28GENERAL NOTES APPLICANT.• 058A2-00-00-02100 SCOTT'S 1 VY EXXON 4260 IVY ROAD CHARLOTTESVILLE, VA 22903 OWNS • vrnrcn: }031uMILTON DRII/E F I IV A L SITE PLAN AMENDMENT & A R g P LA IV S D P Z (� 2� 0 Q 0 3 0 KESW7CK, VA 22947 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESWLLE, VA 22902 TELEPHONE (434)293-3719 FAX (434)293-2813 CONTACT.• MR. SCOTT COLLINS, P.Ea sco t ttcollins- engineering. corn TAX MAP NO, 05BA2-00-00-02100 (D.B, 5139/ PG. 134) AREA 1.587 AC ZONING C-1 COMMERCIAL, WITH FLOODPLAiN, CRi77CAL SLOPES, & ENTRANCE CORRIDOR (EC) 0VERLA Y 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 STA77ON WHEN NOT SERVED B Y PUBLi C WA TER OR AN APPROVED CENTRAL WA TER SUPPL Y. SETBACKS FRONT BUILDING SETBACK: 10' MINIMUM AND 30' MAXIMUM SETBACK FROM ROUTE 250 SIDE & REAR BUILDING SETBACK ABU 7 77NG ZONED RESiDEN 77AL USES• 50' MiNiMUM & NO MAXIMUM SETBACK SIDE & REAR BUILDING SETBACK ABUT77NG ZONED COMMERCIAL/INDUS7RIAL USES: SEPARATION IN ACCORDANCE WITH CURRENT BUILDING CODE PARKING SETBACK: 10' PARKING SETBACK FROM ROUTE 250 BUILDING HEIGHT MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED BUILDING HEIGHT.• 24 CURRENT/PROPOSED USE: AUTO SERVICE STA77ON WITH (3) EXiS77NG SERVICE BAYS AND (4) PROPOSED SERVICE BAYS WI THIN THE 3, 200 SF BUILDING EXPANSION CURRENT BUILDING: 1, 950 SF W/ (3) SER VICE BAYS PROPOSED BUILDING w/ EXPANSION: 5,150 SF W/ (7) SERVICE BAYS TOPO & SURVEY SUR VEY AND BOUNDAR Y 1NFORMA 77ON PRO V1DED B Y MERIDIAN PLANNING GROUP. AND FIELD SURVEY WAS PERFORMED IN FEBRUAR Y,, 2020. DATUM SET B Y SURVEYOR. DA TUM NAD 83 DATUM ADJACENT PROPERTY OWNERS• SEE EXISTING CONDI RONS, SHEET 2. EXISTING VEGETA 77ON THE ,SITE IS PARTIALLY WOODED IN 7HE REAR OF THE PROPERTY. CRITICAL SLOPES iN ACCORDANCE WITH 7HE ALBEMARLE COUNTY CRITICAL SLOPES COUNTY MAPPING, ' CRI77CAL SLOPES EXIST ON THE PROPERTY AND ARE SHOWN ON SHEETS 2 AND 4. WA TERSHED THIS DEVELOPMENT LiES WI THIN THE IVY CREEK WATERSHED. THE SI7E iS NOT LOCATED UBLIC W Y SE W D N2THiN A P ATER SUPPL RE RVOiR A7'FRSNE !T IS LOCATED DOWNSLOPE FROM THE SOUTH FORK RI VANNA WA TER SUPPLY WATERSHED. U S ERE IS A 100- YEAR FLOODPLAIN AND WA 7FR P OTEC ON BU FER LO FLOODPLAIN INFO B FFER TH R T7 F GATED ON T741S Sl T F PER FEMA MAP PANEL 51003CO265D DA TE'D MAY 16 2016 & COUNTY G IS RESPECTFULLY. ALSO NOTE 774E PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STA 7F DAM BREAK INUNDA 77ON ZONES PER COUN TY GIS DA TA. SI7F ACCESS: 774E SITE ACCESS FOR THE PARCEL iS PROVIDED VIA ROUTE' 250 (IVY ROAD). THERE IS AN EXISTING ACCESS EASEMENT A ROSS A POR77ON OF 771E PROPERTY TO C SERVI E PARCEL 7MP 58A2-24 & 58A2-24. 77-IE A ESS EASEMENT LL B C C CC Wl E EXPANDED W1774 THE Si TE PLAN AND PLATTED WITH AN EASEMENT PLAT. RETAiNIN WALLS• G r 0 RETAiNiN WALLS ARE PROPOSED WITH THE PROJE T N G C L1GH77NS• E SERVICE STA 77ON HAS EXIS77N LI HTS ON THE BUILDING AND ANOP Y T74 G G C THAT WILL REMAIN. THE CANOPY HAS (8) EXIS77NG LED LIGHTS THERE ARE (2) EXIS77NG STREET G ON THE PROPERTY TO REMAIN AS SHOWN ON SHEET 3. NO ADD O Li HTS 1 Tl NAL LiG 77NG IS PROPOSED AT THE FRONT OF THE SITE• AT THE CANOPY OR 0 H AL NG THE FRONT OF THE EXIS77NG BUILDING. NEW BUILDING LIGHTS ARE PROPOSED iN THE REAR OF THE SITE' AS SHOWN ON THE Sl TE' PLAN. A FINAL LIGHTING PLAN WILL BE INCLUDED E FINAL SITE PLAN. EACH OUTDOOR LUMINAiRE E UIPPED WITH WITH TN Q A LAMP TNA T S 3 000 OR MORE INi77AL LUMENS SHALL BE A FULL CUTOFF LUMINAi EMi T RE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING PROPER77ES AND FRO ADJACENT ROADS E SPILLOVER OF LIGH77NG FROM LUMiN AWAY M TH AiRES ONTO PUBLIC ROADS AND ADJACENT PROPER77ES SHALL NOT EXCEED ONE-HALF FOOTCANDLE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN INCLUDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDI ANCE SECTION 32.7.9 SEE SHEET 6. STREET TREES HAVE BEEN PROVIDED I N W TH THE LANDSCAPING DESIGN ALONG THE FRONTAGE OF THE PROPERTY EVERY 40 O.C. TRASH COLLECT70N: E CLOSED DUMPS7FR SCREENED W17H LANDSCAPING 1S PROVIDED ON THE P NS AN N LA U S ENCLOSURE ATERiAL SHALL BE A WOODEN TRASH ENCLOSURE LOC D MP TER M A TED BEHIND THE BUILDING. SEE SHEET 6 FOR DETAILS U 77Lf TIES• EXIS77NG PRi VA TF WELL AND SEP77C SYS7EM WILL PROVIDE WA 7ER AND SE R AN WE E CE FOR THE AUTO SERVICE STA 77ON EXPANSION. THE SEP77C SYS7E•M L B S R Vi Wl L E UPDA TE W17H THE Si 7E MODIFICA TiONS LI : STO MW TER ANAGEMENT WiLL BE ACHIEVED FOR THE Si STORMWA TER MANAGEMENT FACT TY R A M TF WI17-1 AN ONSi7E SWM FACILITY AND DETEN77ON BASIN. 7HE FACILITY SHALL PROVIDE WA TER CON OL FOR THE SITE WA TER UALi TY SHALL BE ACHIEVED ONSI TE QUANTITY 77? 4 WITH THE STORMWA7ER MANAGEMENT FACILITY, FOREST AND OPEN SPACE EASEMENTS, AND/OR THE PURCHASE OF NUTRIENT CREDITS, S D 0 ES• E T7MA TE" EMPL YE 0 L Y 10 EMPL 0 ES LL BE NEEDED 1 T IS ANT7CIPA TED THAT APPR XiMA TE YE Wl A T THE LARGEST SHIFT. PARKING LOT/TRAVEL WAYS• CURB & GUTTER AGRICULTURAL/ FORESTAL DISTRICT: NONE IMPERVIOUS AREAS• BUILDING: 5,150 SF PA VEMEN T 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 / SER VICE S TALL = 7 SER VICE STALLS x 2 SPACES = 14 SPACES TOTAL SPACES REQUIRED: 24 PARKING SPACES PRO WDED: 17 PARKING SPACES AVAILABLE TO THE PUBLIC (THIS INCLUDES 1 HANDICAP SPACE) 16 SERVICE SPACES IN THE STORAGE LOT BURIAL Sl TE: NO CEMETERIES WERE FOUND DURING FIELD iNVES77GA 77ON OF THE SITE'. . IMPERVIOUS AREAS• 34,230 SF (0.78 AC) TOTAL (50% IMPERVIOUS SiTE) PAVED PARKING AND CIRCULATION AREA: 28,180 SF PHASING: THiS PROJECT WILL DEVELOPMENT WITH (1) PHASE. 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S ....- .. r - - __ . . w :.;:. „ . ark _...: :. . :.:; .,... ..... ,.. ,-.e-ic.:.�t"><'Y.+.^rrvf•._.... .._.. .. ... ..: ... ., .. .rr-A`-----••---'�f--.-.. r'.l"".'�•'.. vim-- l B�nchm Nail Found �` _ _ s fOI'15': 25Q EXISTING N:3908Q3Z54 _'�` :.....:,. _---f}A'JEidti'fV i 7 o„ IVY <RDAD _ ^____ " -� 11455r�s7 8 _ _ _ _ t - - - - - -80L -Rf W` - - - ROAD PAINT Elev: 517.13 *,..---` -" DB 231 PG 585 (STRIPING)-,-____a---�-'- ,- NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCA7ED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ALL ROOF DRAINS SHALL DISCHARGE iN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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. FIREIRESCUE 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. VICINITY MAP SCALE: 1" = 1,000' 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 TOTAL NUMBER OF SHEETS iZESULU IQif+i �i'U A c v.E. { , f, , a . ; { U2() QGOti S Ui I S [UY LX O.___ ;.... a....:- ,, ,a r { 5' + 1 or S 2 � n ' V-L Ilat ► 11 t � © lie t�tf re .tilts re al�,t f I' 9 QO Odd cl �►11, i3L. t RLSU IT ll t i o co 1Side1'�ltlail f t .� f OO P P p l� ...r c `a i o tl'e'r t �tcrliitlerits tie it ` E'ina.tt 1 1' 1 s etl comtllellt e v d i1C f i a t 1 c� a eS 11 d tl e✓ ublic ie !t ata vtitt . ie. t e . 1 _.. sa. _ tad t 1 � . I � g. Y - +: i , the factors relevatit to s ec.idi use ermits 1i1Albema lc, Count _: ocfe: 11:4.-22;2:2 .ld st ttnel 18-33afIO.tEie. C a.- {► , _ ti is ► l� G tlt l l''tio !s attache A enarle Cot►tttoalcl of L t o s e eb fi �aovc 1 Sk 202000 stib'ect tQ e col c ¢ d !b S 0 1�1 hereto, *** ,.. ry. T 1'eG C . f . f. 1 I Cl` ► e t az l ere r ie o cal►1 ,r,,i t tat t►e ca► t d R s lanai 4► d t e K B r.. I c a z b ce tl tlla tl fie t S r o o. i , e � 1 t c t. d 1 i �Ji ni a to 'six t �c o. r t l ado atcd b t11 ` Boar of S ei vis rs of . lbematle .,ot lit t a b vo of a t as Q d c o A g , __ Y l Y Y Y l' I+ iil 2 2 r r lecl below at ► re t eet h 1cl o►1. Ail ust 1 0 O . OCQ C 1 11 d t El �' . t -_ i Clel. Boa ti of 111i :31 vls 1.s a _ _. tY . A e era -X- �r� �v 1 lei Y _. did.. _a -.(a...., . _.<.,}! msrl . L aPlsto K :t tle�/ MS Mal ek Y �.. . i ,, McKeel Y A .`, , 1 s Price Y t_ _ SF200-Ob Scatt's ivy )c,0i1 SticciI Use E'cit•n�it Coilclitiolis ,. f I ►r a 1 u a i11 a 1�1'- 1 � � the I�eveIa )iii�tlt v t ►c� ,� 1 b rlxjirae 1 % the Director Qf I lal r�tn anti _ � st ... _ ► d d>:.4U d aS'dcte � l I � Y \ C t c - See al I •e i -. i 1 .clip 1�►str tor. ill i 1 !t cal: of � 1 L � I'ei-in t c►tt_t A l a w t tflr Corlce ti a l lain t l., Scott Iv Ex t g I� Y I i r r ,, e Colli►ls fir ►��c. ! . e . i {".t t Conte .teal La oilt T'It.1 �i ►ed b eiltl itll the ld es r vts.iai da e of ,Iu xe 2 P } s I f� Y b � d t e l 't i O a be ttl i ► i► Flt a fl c l 2 20 �' a letA c: flit. Cor1 e a t.. levels �tiaellt illt st 1e e t the fc�l o �riti } lac._-..... tt g I 1 a- J l R ► t lea dev i e es 1� i t U l e. 1 vela ►liellt arlc 1 be i i r elelilellts wl hu tl c,lo li Se tat t e d S► rt c}I`t >. de a as desL 1 d 1 ii a o. q I � pp. 4 (T •ir b A- ve nc Conte l iv, the nail atl a 1 a c PP a • s' Loc i • Ii - t of t o ro oLt e r 1 i at on alicl tt c 1 f cat r h ed x li n at bt l c� izi o P g I P p P /. b. The n► nlbel fat►tQ se c tce a s. ► � 1 b Y d a tl ati y 1 i f' , e action of tiles Ca ill tl ineer. c, Nit t al�d c ill Ilil the St►eatxl b> 1 ei to tl satlsf t i s a Wit i< >k a F t' g g ct. L oc:atio 1+ n. ►n buffer ►Ti i e i t re z I a !r 1' used I lids a ii1 trffei • 1 he last: sco t st b 111 X u a c;tylq l al a c p d l� T a 1 11 li the � 18 Ianilill - �ii''Ctt�i". 4f ciecl uous'' n evel rGcrn la t i s to zatrSfactian of tl P e. d d Cl p �,, R ° r L Cation of t ark i ate s e. o llc _ii a . P r 2 f f owin r•e 'o ' ► o ttdo€ r li hti 7 he oil stl t ttUtiS tt� xx lt8 i 1 d 1. I � Y I A}{f� try A .f a. all fixtures n fist be hill c►►toff; A b. li htin is lip ;i .e Q 2 f t-cal tiles a the `r find g ntdt doe tPo t• � a a ' t• > v cil ll I !r P t c,. tYew o t r� ► Il h `ii o t a tiilycl >.�1 .r x ti it ,sciasOi: beta e 1Ql ,� of` 1Q 11/l a ad d it tI R . ,�, �i � i ittiSt i [ �, 4., t AID, T 7 �. t- f r r: colt ro ertie d+ c' t L ► e .1ta11iaal e ui r elz !zl tst be ull sc enecl f orn 1 lei afd a s an a a G]i 3a A, I n c n t .ticv d Ia ; Y P F 1 public streets: l ,r • { i AiV1 ^ d t � o f' t ati ►u'e limited t. w th n 1Vloi1 a t a o lorl o :tile sel•vice st on c 1 F� 1r � � lix5 eat f l ro 1 i 7 9 l� Y g r El 1 • S to F l e r 1 er d d a 1!n►tted 2 ao ►.s a a► to S►lles t e > Y i P I�' ( S 1 �� / Ic: n Submittal Type Reviewed and Approved by the Community Development Department Date- 11 ��;�j /�t _)-- Fileg � © ( U,2-) - �� Signature L�'G�'NI� EXIS77NG CUL VERT ,,, _.,., ,,, � EARTH DITCH CUL VER T DRI VEWA Y CUL VER T DROP INLET & S7RUC7VRE NO. BENCH MARK CURB CLEARING LiMI TS CURB do GUTTER _ o , _ PROPOSED PA VEMEN T �- VDOT STANDARD STOP SIGN G EC-3A DI TCH 200 EXIS77NG CONTOUR fi" DEP7H OF EC-3A Di TCH 20o PROPOSED CONTOUR EC-2 DI TCH 240.55 PROPOSED SPOT ELEVA 77ON TBC DEN07ES TOP/BACK OF CURB 6 N DEP 7N OF EC-2 DITCH T/B DEN0 7E'S TOP OF BOX `�H �� ' �� Q SCOTT R. LZINS� U Lic. No. 035791,E 4 11/21/22 �,� s�'_ORAL S r . r z w 0 Ul z 4 //0 H Ln 0- a z a d 2 z UQ � z 0 06 z z Ir- wri. w o c� a- X o or ne V ■ � `n Q z z `� cUii ,� z a = H Z � � 0 ¢ 0 _j V) � z F-i Vi z ce b-1 LL r`Q LI M Q z z z¢ o Q ''- z H z ED �/ � w 1■iv e7 a t� V} z 0 U) i " N � 1W- �► o ,-11 a � � � N � ko 1`� tT-i rn rn N N W W H O a a x U w �uu !'� ZW J� W J� z n co C6 z W z n z w z CL C. I..L. W F--�i z I z 0 X X W H V) .tm 0 UU F- I- w�^ w( ) ce _ a sin JOB NO. 202183 SCALE 1 11=,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 220a12' 1870.00' 6'44'39" 110.19' 219.99' N 6819'42" w � / /• j / — - —� — �--I — — — — / — — — j f // / H ✓ / , // //J/ ' ! r 11 -C, , I / ,, " ,-I / / / s � , - / / I I - f , I / I I / �SCOTT R. LINS'X •�' '� ; f'f;,'f,fr - I I ,�� U Lic. No. 035791,E ,� ► l 1 , , ; /ram:,;/%, ��,r� kl f; ADISE(�X) jj r [j{(J �r (/ / \I -1 PARS DISE(1X) ff frr_ J..11 > , .l, / . � I / / / / / I / f/ �,j� 4�18/22 r ' j'.!/ r: +/,✓,/ , •r r,F� - ` ,,/ 1, / rr `', ', , �' "'! 'f! 1 1 ff / `lD��, °`r' ;'. r/ "d° , e, _r' lfr!✓y F .` r'`ry !F f -' '✓ .;JI / I + I /" ✓� /) 10MAL '�, v F' 71 s �C • .i J' ' ,: q, yr . 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Boa No. _ DI ��' �"` -- --� - _ TOP=515.Ofi U.S. ROUTE 50 ,,EXISTING N: 390$OZ.S4 --� / "' / _. - - . _�� - -� . 2 0 IVY ROAD EXISTING ASPHALT r r �FAt(C1VT- 11455637.87 �,l / �� u - --� �-- - _ _ — _ -_�__ - INV=510 8 _ _ ____ �- GRAPHIC S ALE ,I ryel, , - - - - — - - _ _ - PAV-E-MEAlT 1A4T44W Elev: 517.13 � / �w�_--rj- _ � _w SCALE _--..• _ 86' �R f ROAD PAINT -.-�- �'�� y DB 231 PG 585 THIS AREA TO BE (STRIPING) , --- -_� '� �': ~� - --- ---_ -._ — . � _ 11— ' `_ .. oe REMOVED. -, ____ 20 0 �I I I so 1 =20 SHEET No. - __ _ __ _ . _. _.. _ _ _ _ _ _ _ _� _ _ _ _ _ _ - '" _-• _ ••cr -'--ri'------- a- ---�.�----cr ►�--- -�-- ---r� - _ - e --- �a -- `" W � � ( IN FEET ) _ _._._ - • �.` w... _.. w ... •-•-- "'._ _. _ _ ..�,. ... � _ ...M -- 1 inch = 20 ft. 2 �, ._ ,, 1 1 1 1 EXISTIN4 1 CRITICAL SL s PES TMP 58A2-24C a RIYANNA WATER & SEWER � AUTHORITY ZONED: C 1 ' � 'x 15 1 �.4 rFY'��, ir'•yf,f� �F f !`� �J� , �`, e tdl ,,`';r { f�. 1/• ' ' r',i ," ♦ t")A['] �} f ,J',/, _/. : ,1�,1'� /',P/11 / ✓',%�:..1,, t�',,P'=,•r�.>>f r ,rtsr' P1'1r\S'1LJ1'�iE ti, \ ,,. f/ } fr' ; ';rf! f, ��` f ' ! s r f y� \ fl r //'1.t�JSa r' ' irk f I 1 H D i E rF" r ; 'r rr / / r,, f p tr f �' l r �e r j r ' ! �r // .�✓�: r r. �s'` �1' f! 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WITH NEW LIGHT FD4URE �r,. al/ ! ;t/! �, r f ,,` ,r,��,,�,, E,.. ,' ,,�' SHED ,IARJ►SE ,,,� ; % : -PARADISE;] ! �, '' \ ° ;% ' , ';� °J � ��gf' MOUNTED TO POLE \ VDOT STD. � i' fid %'f�'f� ` I \ / ',z F�'tR N�',�/ 1 ' '- r \ t r, . ,•, ? /r ,•l,//'. !,f _ �{, , , ��,. , ,{ , f �,.. ��..�, r. ,,, f ,,, AT MAX. zo HEIGHT ICG-G (TYP.} - f' ",., , �-""" '`'/ f`, , ';�` 1 / \ j rrr�'Y� rf f�f ' EXISTING SEE SHEET ] \ f` �/x � �`� '�/{! ! /, - I. ' ., \F, TMP 58A2 2f (PART 1) \'(\�' /f ,r/ \ \ as �U'l //,,/, f N j;:r CRITICAL SLOPES SR & DR, LLC \� (.f k ,r; - ,,�- ' . r a j 15 A,�H \ �� .1 / �"�rlJ / ` %`� DD 5139 PG 134 10 \\ � � `�a��'�A, _ J ;� �, / ', �' EDGE OF PARADISE ` i AEI ! { f,,, E ✓ / r/ , - /,, /f- . ZONED: C1 f L `4/ °., \ �'a'�fr;`✓; 9.587 AC. PAVEMENT :�\, �3 PARAAD{ °��i 10 [JD 1 \ \ �J\ ��r` /°`f <{TYP.} \ �t,.'rl �} PARADISE ,� °f<; SEPTIC :\ 1 . \ ", A°fr ,. ., TANK LID -L_ �, -1. '`� ' / PROPOSED BRICK TRASH DUMPSTER / .,.�' r f- f, �: ENCLOSURE, PAINTE T MAT H \ r^ . ✓ �', �,'r.,/ . / / 1 r, ,� 10. ASH EXISTING BLDG (SHERWIN WILLIAMS, \ �• f' r o .f .* �: Q D L SHEET 6 {y -, , r_ r `. :,,.Q. g% WEB GRAY). SEE ETAI \ /i !!v r M IN HEIGHT 20 '/; ; , Y ' t/ �,. ,. ,� , - . },�,, . r 'pt*, f r f -! err j� f , � �,/ f��/,," ,�f,/,� .r. ' 1C ;' j r , ,,� ,°� , f, / ; *' ',P / ,, ``cif/ r''r j' • ;'', f f' r 1 \ ,,�' f/!.�' .,/ ✓// ,,, ., � f ' fir ,, ` (r' f' ��" f f r./' \'•F �-'%`>''rr�J'/s!6,r',,r/.f'r'��.r��,•'1X r r''f`J- NOTE. MECHANICAL EQUIPMENT SHALL RELOCATED ON THE ROOFI"OPOFTHEPROPOSEDBUILDING. VIStBILITYOFALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM THE ENTRANCE CORRIDOR WlTN THE USE OFPARAPET WALLS SEEARCHITECTURAL PLANS. c �O \ � \ ..� �r/, , ", ", I EX. RESIDENTIAL •.�: ,.a " ' • • ��' `'' ! f THP 58A2-24 J'� fryrr / f� , a f /. H ousE f o USAN E ATO �OUIS S R S •5 �' N \ F ft r r = rr d1 \ ,° ,� #4272 : :,: / ZONED: RA / i :.�'' F VEN I E y. ,� \ \' a.r FENC \ 10 UE.HICLE'STQRi4GE �: ' �. �� :2Q \ PAF - DISE `' \ :�'RVL.CE IARK1f�IC-� ARE;�4 ; .r ': PROPOSED MIN. 6'-6"HIGH \ •r '• TAI ED W DED / \' q S N 00 1, , a u BO NDARY FOR VEHICLE 1 ,, s \ / O O AL SLAT SCREENING 1 \ e I H RIZ NT STORAGE SERVICE 1 .%- D O BRICK a I FEN CE EXTEN ING FR M \• a i• •� 1 \ PARKING AREA PAVING. ; �:: DUMPSTER ENCLOSURE. L=1a \ :\'. e \ SEE DETAILON PAGE6. \; a'. 0 \ . . - O OSED I 6 6 HIGH J PR P M Na �, f \ \ J. S: ;:,' ' o EXISTING DRIVEWAY PROPOSED a v o t Z STAINED WOODED C \ : VDOT STD.. : �, ��, �, \ TMP 58A2-20 TO RESIDENTIAL HODS (2} ROPOSED ,'� .CONCRETE �• ' -"--- \ as O \ ERIOR BLDG - CG-2 (TYP.} o. HORIZONTAL SLAT DENYIC, DEC TO REMAIN :APRON :a.: . .,.,�: SCREENING FENCE. L=16` \ MOUNTED LIGHTS .\' DB 3809 PC 750 IF ZONED: C1 POOSE ,1' O R P 2 BOLLARDS ' . \ ..I ,�• ,: , e _ <: , •_� 'a ! ./*.*".,:,:. q\/�ERHANG VAR. WIDTH ACCESS TYP. A ,+' • a A `• . ___ - �-�...,. \ ". b , . p •' , • i6 TYP.. \ EASEMENT F '. U A , . A' .' '.'..' , ,.- :, '. \ 1 INST. #:2a22aao12g2g 1 N73 50 25 W ..` D VDOT ST . l 1 + �\ _ 10.55 1_ TRP: G 6 1 l f ff \ APLE i .,f%'...--: � ...: a $ CURB >ti N22450 28 W U [� y:�1�EliAYf' 4 PROPOSED PROPC?SED 6' CONCRETE �8- TYP" ��. /,�: ' r�; �\ \ ••V 1 Y I •• A . .� f�Ij - i.l- • .R a 16.58 PROPOSED SERVICE SIDEWALK FLUSH WITH °'' #yJ \ BAYS PAVEMENT :\'Q' O 1 CONCRETE PA,p �,� FOR TANK 4--,� PROPOSED 2OQ SF - . . l STORAGE \ BUILDING EXPANSION \ \ Q} .A F i j \ Y d \ r� L,_ .� V111TH // SERVICE BAYS ,,�;• k`� t .'t �: x u a\ U P TMP 58A2-20A � PROPOSED BUMPER BLOCK "• . ° * <c - ` �c • i \ ' 4•Y i JOSEPH W RICHMOND Jr ,. 1 1 w SEE DETAIL SHEET 6 :,� ! 2 /}}} t Y �� TRUST\ I 3 \� ' . Y B Y �b �yy 11 a 9 a I PROPOSED MIN- 5' PAINTED DB 4ss2 PC 686 Q\ A f?HALl`.F��VI� - 63.67' ' .' a i e � - "' WOODEN HORIZONTAL SLAT j ,�, .: 18.�' 2 HR FIREWALL :..::. , :.. ::...:. \ :�" SE'E p.TAIL.+' a ,�' �. AS.i?1-fLT".F�A1l1fV \ Vb0 t �� + \ 1 \ FENCE COLOR: PANTONE '� �' E S G 45 ' ( -" S"fit T 6:.:': EXI TIN 0 :SEE ;D.� 1, .. , � • GRAY 428} FOR HVAC/TANK a '� A :SNE•F-1- .;::': .: b.. `, 2. ' ;;'c + �� °\ S O GE SCREENING., SERVICE \ cL :. O T RA N \• . BAYS } o 1-STORY BRICK :., - FENCE SHALL EXTEND A i. - 4. - :o0 9 ' ao �. .: �. MINIMUM OF 6"ABOVE ALL t Y u� �: • IVY EXXON TYP.y ONE WAY TRAFFIC SIGN \ -` i • (. r� fd. I \'' MECHANICAL EQUIPMENT. �• A_ ;f x. \ #4260 •�. A. A j ` t � I. :. 0. . �; $ • .. t::'s° :C OLLARD �' Y F:,,.. M LL OVE LA a; 1 R tx- 6 5it�" is%k. 1 !4^r , fy :d r r •�• e A rt + EX S E t I TING PAVEMENT W00D FENC � , .: A J a A ■ a r r a 'A a ! b i . a' J a •�' '•P 4 N f 1 �' 1 A ) ] /' L -•••xi r' --pry'-+ { '•I \ { t. .... 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Y ;:r t (�; t.. + s r, J ..'t)n,. 4 �! •�` --� F., '1 r is{.-, ;,t:�^'. •_'••<. ...:. .r. r.,_.k .,-,.: +-;. •,. .-_. •. •,). •� .:t:J,:;Ksr''•:A., ,.;,� .+r. .r t"'ru,fi. r*',dn;s n,-t M'. "f't}tY. 5ru t'L r>s{,. J J�t.,_r; I _ _ c 3 r . tfnM t /T 1s`t r; .1,:,, .+. .a f,. "? F `F r<, KxJ y.. ,. +? T..J t F ti h �4. f •t f 1 nt rr. i s ,, 1 '1 5 k i i t t .r+^-eyi,=, s '• PLANTING , �. , ai j J f t1xr.; .<. J ,, r , ", . �1 u,1l�✓' a t J .. J:a>s'•+.r J.Y;it L t r. t 11i •ai tir+ ! r,t f Y 0 a '�� i i �'r '.t. '[^A) (C , _ r,.,,,k, .,:.,; t.:r-:r t..: PROP SEQST-OP•5•IGN f :�::>« _. JY�1 :<,r 1.{,ram I, ..::•f. _. ,> +. i �a, 1.:..�:i...,� } r'"' �.� �; I i/ I 1 {( f ::nti: { .i:i>X 4 H (� (� j� j� �j p �• r_ . Y Y 1 �✓t i y ? ::a. :r )Or 3 J h, l ' t a ! t\ R S F °�[ h f..Jtaoi'`vl ei. °! .,L��'r PRV PV S�+-i Lid �GT�irG v- l•Q- "r•'r•?•_F1i}.+. , �+ < h� { IYq i 1{ fit, of x + -.':r- r`f'a 4::;: •wry �� /1 BED !. t.. rt,;; C .l _- - . , 4 Y1 %V�ti; :c,•.:aJ Jt J o+ y r}.n £. }s,'' Y f -� SPHALT x 1 a FJr , �---'r 1 f 4 :,:..{,w.f a h.{ A wbi ,,t 4. J v f:'1 1- .erY.:r. e.{St'ir { fa ar"k:`t,. h%�..,:+ ';[n't 7/ +7'�F. N ',t: ,,,-^"'` /'� ,, ,r a..a •s.: J}_:;-}^""t;'.y ,:'"TF �..- �r 1 i+h ,,.1 ^'n;siL;:Ffr.:^::ex ;Ir f: l,4t„?.fir Yl, e,�,s.z•y t: y7s 5:. �,.•. .,r"••L\ Y f w, i ISLAND S 1 n J, x >F : , r<h:ti r,, ..::,t..:::, ,ft ,.4 �' TRANCE J. , F F1, ri ,_.._ - :V,�; �k l < afl 4 ,, Lfh , r� r {t> ,< h % EN ..-.- y:•Y',iv :] •• Jf '' s't' }IS-fJe a :1 r-� •�-" f Kr ,{ Ja•L,, r)r j S { 1L. }t•a :Fj , f I J {,. {t (.(J JJ { a 7. +� r 4L� �--.- // /5 , it ..5. ,,,! ..!r".'. _.�• .Sr, I:r rP }:.... <:{.! F. .r1 •. .n• ,.1 b {, ',^ f 'tY i !. J !h' �.• :'J.'ACN„ 'S 4 •�. .a4. .-t4.. 4 ai St h' '✓, :. , • •, ..r.�-- . „ r _ - _ . �,, - - _ � ' --- -- - - - - - - - - - - - - - - _„- 'a+•... .,.,,� �a �� +...� �� ter•- -"^r' -�+ ..•.t•+` �r-..••✓• VDOT STD. .CG-2 (TYP.} uP � � S66.11'40"E `�-_l f h � 162.74 \ d m �' TO NEAREST INTERSECTION (MORGANTOWN ROAD} NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2a CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Q REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 8) ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. g. 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. 3.o. 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. yr. 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 , IMUMOFI FROMTH E EDGE OF PAVEMENT. MIN 8. VEHICLE STORAGE/SERVICE PARKING AREA IS THE PARKING LOT AREA FOR VEHICLES AWAITING SERVICE. g. NOTE - VEHICLE STORAGE AREA IS LOCATED BEHIND THE BUILDING AND BEHIND THE TRASH ENCLOSURE. NO FENCE IS REQUIRED FOR SCREENING FORM RTE 250. LANDSCAPING SCREENING HAS BEEN ADDED TO SCREEN THE STORAGE AREA FROM ROUTE 25o. NO FENCING IS REQUIRED ON THE EAST OR WEST PROPERTY LINES AS THE USES AND ZONING AREATHE SAME AS THE SUBJECT SITE. 10. 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. 11. CONTRACTOR TO LOCATE EXISTING WATER SERVICE TO EXISTING BUILDING TO MAKE SURE PROPOSED IMPROVEMENTS DO NOT IMPACT EXISTING WATER SERVICE DURING CONSTRUCTION. E L DPLAIN. ALL N T BE WITHIN TH F OO 12. FUEL STORAGE TANKS SH O 13. ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN ENCLOSED BUILDING. 1.4.ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. EXISTING 6RIVEWAY ACCESS TO ADJACENT PROPERTIES TO REMAIN VARIABLE WIDTH ACCESS / EASEMENT DB 788 PG $41 DB 841 PG 721 DB 907 PG S09 I _� � RIP E(AP , / iANENT DRAINAGE PE EAS ME NT \ DB �22 PG 43 S281'44"W f Ax .. �. ��_ �_-"'• t /'"'•i S11'07'42"W 2.64' HEAD WALL MILL AND OVERLAY OF EXISTING SITE PAVEMENT coN CRE TE UD INV=521.08 '� ��IG�1 'r f ----�� J / r � f ` ^ r �• i +� r• w ter- 1 C E � - t 1 N 9Q S{C,aHT DISTA � � ^..._.-- � � �� - -- -- --� --r �= �f�HT DISTANCE r� r V �- �- _ _ - �-� a SI __-- �r- 3. GUARD -g ----- PROPOSED LOCATION OF RELOCATED EXXON SIGN HEADWALL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. air 1�>- j di _o 80 .I.H 01 0 �� a SCOTT R. LLINS' U Lic. No. 035791,E ��p� 11/21/22� S�r0NAL �,�G1 i2 z W a D z a 0 a w z Q J x v � z z z w w Q. o _j a ce Q z � a w - W Z M z = W ti Z ' Cz7 ►-� z o ¢ _j U) m F. cn ¢ o a h a o c N < z © z 0 z u- ¢ z V)Hz� W M � M 0 V) z �0 ti N N N N N o � o o 'A 1`r N t ,' I #:#r.' >> ,: r>rr' {';' z a H 0 JOB NO. 202183 SCALE 1 11=201 SHEET NO. 3 4 e 5 Ar z I I MECPA81CALq'QU1P*NT SHA4L BEL OCA TED ON t", NdfE.- THE TOPOSqD BUILDING, VISIBILITY( L "y /A xf 2FA HE RdOFTIop QF L E S MqCHANICAL QUIP4fENT StIALL BE 4FLIMINA TED FROM E QR P� zA, ir RRID `7 Tly THE USf OF PA RA PE T WA L S. 1�5 /1�.- Mv, kll SH SiffARCHI E LAM _C0!f','24, A 5"" IT )CTUR4� P )S� 1"'41 H A, PARAafSE i, f", I � "'; / " A H 0 SCOTTR. NS�2,' f,) Lic. No. 0 3 5 7 91 Y�6 11/21/22 AS toNAL ?I 192 1 ASO' (2 YR) Culvert Ropolrt. Hydrahcw. Expmss�EA.nsidn for AutodetktUA�.* ADC., u,.a odesk, 1111C. Thursdq,.Apir 12 15 POP A 2X) Uj �>H I V rt, H A 0 ASH Circulr-Cu e 0 love I �f 'arrin 2 20. U Pi e C ng9 %45 P e. h(ff 0'12 A -H M 220 ax :0.50 ,8 P (clQ+D)/2 Invert Rev tip (ft) 51.0318 'Tail, ater.Elev 1.80 > .. Sh e Hig 1, h1lighted.: Ln A' 18, U) EXISTI P 20 Span (in). (0 5), 2.20 CL AbIE 220 Uj Z tu PAr CKITICAL SL PIES pipe. cTs A r Qoqertop (Gfs). =.:c) 0c. LjIv (t T co ru atelAet I.Pi E U% M .9 Pe Velod.Dn (ft,$) 1.70 0 ITMP 5BA2-24C 001 ert E U_ hrano,.e H a V I up, (ft/s 8,� 2, Q�Q�79�:U% L,Dh (ft ASil U) lrql�� L HGL lip (ft) 511 A4 0 LU )L ASH 10 M I RIVANNA WATER & SEWER ffI KA c,Y k 2 0 z 0 ev CY ce 4k'POSED TREE RADISE AUTHORITY P AT Embankment. ROTECTION FEt Tap 51 7�. 0 0 Hvvlb. (q) ZONED: C1 4CE U Top:Width,(ft) U) x U_ LU Floyi.R LU CL A1_j 15 C;0 10-00 �j R A D I �i E Crest Wi.dth.(q):. (D PARADISE I--[ =) 11-- z U1 4q U) 0 V) U z 0, A RY Ln ZO M Culvert keport,� (to Y Benchmark: 8 V) z 4ft . I . I e,�_Irb APtaCA6D CM1, Thumday Aff 1 2021 Expre.!is E�51 F > LU Iron Found IF Y U_ LU ;y N: 3908385.82 RA1�S'Et LL_ r SHED 0 �.imular Culert V) z E: 11455502.05 Elev: 539.11 0 LL. z Invert- Efpz'Qn (ft 5io.58 cal6diati (D V) Ln EXISTING Omin (cfs) V) �-i TMP 58A2A�l (PART 1) Pipe Length f(ft)- QQ.45._ 2 Ba zv A CRITItAL SLOP\E.� DRAINAGE f 0 � I Uj slope Ox) a�j V) U) E.1ey (R) DIVIDE LU Le SR & MR, LLC 15 ASH DB 514 PC 1�4 NOTE: FINAL DESIGN OF PROPOSED Nis 5 V) (TYP-) PA Shape. Hi hfightecil L.0 ZONfD: I SEPTIC SYSTEM, SUBMITTED DIRECTLY g pf C, VDOT Span (in) M.S)'. 2 50 f TO VDH BY RIVANNA SOIL CONSULTING No Barre Ln Q `G,-2(TYP.) 0 top (d 01 n-V I ��: O,Q.� - . ov z INC, TO BE REVIEWED BY VDH SEPTIC 0 I rl T t. V616b:Dn 0 e ft/ 394: TANK U) �QuIvert,Entrance:, Vj,().c�QP,(..$) 5 Co-eff, K IVI Y' HG D > 0_69, Ob n, -HGL Up (ft) 511.51 R N El .5.11,77 Embankment r W 0 FW n 6 17, (ft) To Width (ft) Flovl.Ri�.girne =: P 31, 08 10,00, SHI 0-36AC fO GRATE INLET f B Crest. Width ftt� LU ..... . U K MP 58A2-24 EX. RESIDE#4TIAL C=0.67 T HOUSE Tc=6 MIN 'CUT EATON, LOUIS S OR SUSANE -4 Ole T-1 T-i T-A r e rt YR). 10 NOVEN KePO PRIVATE ADS, E rt #4271 j I \ ZONED: RA .... ..... ... NOTE- GRADING WILL HAVE NO IMPACT ON THE FENC 10 3.8" GRATE .4todesk Inc, T Hydralwi F_xpressli�ansipn fq ALiWdeskf-., hur5da, Apr 142t /< P ELEVATIONS OR LIMITS OF THE FLOODPLAIN AND FURTHER PROVIDED THAT ANY CUT OR FILL RIM 516.20 Circular Culvert. NLET WILL HAVE NO IMPACT ON THE FLOODPLAIN. Inve D n, (ft) 510.5,3 rt Hey SHALL BE ONLY FINE GRADING ACTIVITY WHICH in (cfs) 3:69, QM �g 'Opp 63-56 LF PRIVATE12" ipe ., n. 60.45 ...... . ..... VAR. WIDTH SWM A 01 Le th: 3,6G e nV - �ev Tailw ter Elev vt�. 1. ft El JP :'..:'-VDOT STD HDPE PIPE @ o.5% /-FACILITY & ACCESS '-CG-2 (TYP.) \INV IN=53.2.M3. Hj I iq h 0cl Sha It CL EASEMENT _F P: !S I N V 0 UT= 511-79 INST.#:202200012929 ... ... Pq 3.601 pa No., B rr. E P T I C TANK O�013, rl-V4 Qovert p (6f VDOTk ....... Culyer(Type, C,..jroul�arCorr.(jo�ite,.�M.et8il.Pipe. VeIoQ:::Dh:(ft1"0) 2.56 4. 26 TMP 58A2-20 UP (ft 8) 0 TRIBUTION, STD. o e, ff 0,-,k Q., 0,0.7�, 2, QM79, 0,69, �0 5 HGL Qh:(ft) K TO, -LIU fft) HQ S p Em nk LINE LENVIC, LLC CG-6 VDOT STD. ES-1 C CURB ��...B OX TO 3 1 IF�ba ment (ft 17,00 TOP E ZONED: C 1 0 SPACED 9' 06 ow egirne 1. T.ap dvi "APART A 1,000 6,0 Crest h (ft -BC 1.6 49 PROPOSED DETENTION BASINW/ 24" RISER. SEE + 6.55 DETAILS 10.55' TRP N73*50'25"W VSMP PLAN FOR VAR WIDTH ACCESS EASEMENT -N2'2'50'28W U P\ -..,CONCREI C: INST. #:202200'03.2929 SLAB AT A 210 0 t- PROPOSED3 VARIED BUILDING EXPAINSION HEIGHT Uj EXISTING DRIVEWAY WITH 4 SERVICE\BAYS ------ ABOVE OA, PAVEMEN -=53.6 UP ACCESS TO ADJACENT T -4 .. ... .. CL -j 3 5 Ll 3o H W RICH PROPERTIES TO REMAIN -20A BC=52 .29'' 6 58A2 MOND Jr -PROP" ,--,f0SEP t*ZL TRUST r��rrf� Tc 18. 8' _7777_-'PP` T Y. VARI�BLE WIDTH ACCESS 45.0' tAbEMENT DB 788 PG 841 C, FFE=516.55 L on - , . - - 0 -2 ...... L9 1-STORY BRICK D13 841 PG 721 IVY EXXON D13 907 PG 509 Uj CONTRACTOR TO KNOX BOX REQUIRED FOR EXISTING BUILDING.- #4260 W LOCATE EXISTING LOCATION TO BE COORDINATED WITH FIRE . .... .... TC=516 -37 1009 b DRAINFIELD LINES. q) 01 ...:-%'RESERV PE RIP AP/ SHOULD THEY BE 60.5' MARSHAUS OFFICE. 3OLLARD E U fBC=516.o8.._-- WITHIN THE ROW WOOD FEN CE (D V. (4) EXISTING CONTRACTOR TO ENSURE THAT THEY 'el 1.0'X12'BOX 0 NEN DRAINAG� WILL BE PROTECTED EXISTING 1.8" CMP A APPROX. 33.5 FROM VEHICLE CULVERT TO BE P G 4 LONG A!,�� p A i 7 TRAFFIC DURING P EXTENDED WITH CONSTRUC TION VDOT STD. EW--i W Mw S28;'O 44" Ul HEADWALL . If. SIGN DA=o.98 AC N01 227 'N OPT 106)#E C=0-49 20.00 ........ . G Tc=8 MIN D INP &9ARK OST' -A- F1 Uj PL G IF;� BED3 8 ASPHALT ENTRANCE CULVERT REPORT TABLE Q VELOCITY DEPTH TOTAL PIPE SPILLOVER DN UP DN (Cf S) (Cf S) (Cf 5) (ft/s) (ft/s) (i n) 2YR 2.20 2.20 0.00 1.70 3.66 12.36 10 YR 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 L11 Comity ofAllInni-axlei Cqim�rmlitkii P14n. Cl�k:kli,.-it - Tti,4� p14 d I � d P114fis (11midbook, pp, M�284411-297 Y0 COMPletiv, ipoft,-kca,tlon,�) 1, T he fulluw ifto itents sInill be �h4wrj on tbp- plan; Trees 40"4y�ed; o i*cAeHi-Ing (6111sitll. dfi [)I ine, Of 111.t* LQ bt� MV`dd); Ll 63 PiQpowd tionakag or muliclin.4 bqyoAd t1w lhiift� ofd!�.w-hIg. All Tre e pre-, ervati on anl protepi.i.on trietkisures qh cd] be revi ewed with th on,ai to, 4. Equipjaeut Operatiott and Stoijige; Heavy equipnimt.ve.Moular traffic,, an,d storage. of conitruction inaxerial,&irioludi.rig aoil,3halt noi be. peritiltted mdthin the. diipflm iftreea p, Sail Erosion and Storimilvat*v Detention Devieo: Such d t u9L, to, bo. ,uv -�d, qvWQ6,�ItW 6, Firev U Fire�, axe.nof permitted within I W.feet of the dripline of bw,4 to be save(l_ 7. Toxic Nlsterfid.v- Toxic-Inattaiak 1-.hull 11ol. 11b 'almed withill 1.00 Ie�l ofthe (Ifilylim, otiheds, to be laved. Frotective t,elICIREV, radingnobvily �hall bo V 4 61,611 k i 1_1 11 6. ;11 A -A I% --I I, t 7 77 V I fl, P ADISE(SX) Z oPAR�DISQ2X)/// y, -Z '4 5 A SH It J,-6 Ij, w, r/ AS� f xx/,//"� 6 Ati� XI 'IX 4,1 J, Z zll 5 X MRADfSE I Wn A' FI 10 ASH % , A I q 14 ASI, rX, "A� X/ Al lh4, X v X, A41, --51 I , , - � �,` X Q11. j 10 ASH �Z/ J/ 0 Abr 1,7 9. Tree Welk-, Ell �VILQIL lit". bc.A iaLstdAilhiii [he dEipliiw- pro, ITee W be *-,Av-,-d-. a!re,,� tv.14 H aubniitt d A�r qpi76yW,- xx > A 10. Tree.Walls: 8 P 0 "_X 1*1. grovadjev�l Mm( be I w rbin th d�dp a," d�-tail NI I ,subiftitted fCtT 1IFPr0vW. X E IJL "Y" /15 20 EXIST1 11. Trenchinuand 1 unnelina: I ' /Y//_ -4 - , '. 1 2 a -E CRITICAL SL PES I v A:) 1,YPARAIS NVhe a ImnChi ng is Y*Ilij-red V6 t Kin Ih�! I I r"its o f`Cl 6Xi 02� it Shill I be (it? 11, WIS ffir ilWify, Cr.OrnttIe I:M.vikr�, of' t reez, it� p psgi blo, `Nn n6l i larg ia ipaled.that necUiaary trencliiikg %,6U destroy 15deder roou;. e tree shall b, und er a' )ili�ideredas.atiattemative,�.Vhet-iit- -aiitic' cL td,,x I'x "Al 12, CleaqupL X, 't lt�ll' ITMP 58A2-24C -4, L �PL ASH glAl be 111d IWI il.eTTIS TeFft)Vd�l [1111ilig 1110 fin. Alenffil)� " t/ ;;/�/ - 10 H 16 ASH /20 RlV,4NNA WATER & SEWER Z/ AUTHORITY Ul�;E P AA A f)mnav; L Lrt:�:; Am] I I)Q I.mArd i III I fle(liill 6tv by prunlug.:,fl6i t1li-ml Wit or u Lhtr I I) ellit)(Lt 7 t:Q0In1TIe �11(ktlby 11'ITejq)t!tihi1iaI. v. Z ONIED: C i co 6, ER I N coNs v4%. r 0 ASH 0 15 PROPOSY-D I NEE b FANADISE PARADISE VOL v 4/3/2020 PROTECTION F�NCE _Aj /j j AS 7 k,11"x . 0 IV N ER 3 J(j N (ItE �� Kxl�, 41 zz, I'/ V Z /A., "', re IF 8 -PARAPISE A DkS E SHED (2X) 7 A 6A 31, 1/66 Page I of I y - g E�OSTINO, X IF TMP 58A2-21 (PART 1) .. I d/ 20 IA��u 1992 1�8: CRITiCAL SLOPE� J 5� SR & DR, LLC \ A , f / K A , C, C 24 ASH v r "i Pop x��ZQ ASH 'I, (2X) _X DB 5139 PG 1�4 A�? lit ZONED: C % �N� 10 DBL C); 0;1 1. 587 AC. PARADIS�� SEPTIC /A" v,�it I\> TAN < + Y v A - Nt. "y A I bH -L�GHT-F XTH- - (9) IN I U N* tyT-ED-ROW, A*T-�- LE, - ...... EX. RESIDENTIAL Rdb OOL TMP 5BA2-24 N .. .... HOUSE EATON, LOUIS S OR SU& + #4272 ...... ZONED: RA V i L ... EN V. FENC /< P > 4 ............... '-J QP 77- 4, 0 .. ..... . ... N ....... IV ;0 V /* ...... IF ........ 0 J6 (2)\ P A A- ? + + + Iwo A FFE=516 SOM FACILITY 10.55 TRP. .4 �-A \EMERGENCY IF ...... Ar PILLWAY FOR N73'50'25"W "W V LL -K&.�0'28 UP% ... ... .4 �p PROPOSED 1�00 t)[- 16.58 C 11 y th . 0\ BUILDING EXPP�NSION IV (8) 4' 4 WITH 4 SERVICE BAYS A A Aq (4) MG UP ........ . -77 "F)rr Ur Dr IMP 5BA2-20A _v 7 L .......... .. . ... TRUST CIA SWC Source: Va. D Plate 3.38-2 DB 4992 PG 686 (8) 1 C 18.8' 4 j% Conservation Plan Notes: 45.0 A u-P .... .... FFE=516.55 I PC 1.ALL TREES TO BE PRESERVED AND PROTECTED §HALL BE MARKED WITH -STORY BRICK r M TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND ....... IVY EXXON OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE -6 � '.1'. . 4— ........ .. #4260 A INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. V .... .. ''s 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF ;�A onKiCZTr2HrTI 1\1 kAATI7F2I I Q Kin cz It qWAI I KinT PP' PP'PkAITTPn WI TP I NI ..... . F r1q) r RD's THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ........ .. WOOD FENCE,," ... ... .1 54, G. N EROSION CONTROL MEASURED ERMANENT 3. TEMPORARY r AND/OR Pr Y", STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE 0" '0`� COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES (31 IN N TO BE PRESERVED AND PROTECTED. M" - V 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE . ..... .. ".f.NW, V DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. M,WT �j 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. SIGN j 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE N01,27'06"E T. PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND 20.00' MIN,* V. INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. �Rl G ..... . B 'A, "N 7. WHEN TRENCHING FOR ANY KIND OF UNDE RGROUND WATER, SEWER, .. . . . . . ... ... zz V, ............. . ... ............. I IhAI_rQ C' 01 rADIKIr% TL_IF_" Qr_-DADATI(_)KI I7QnkA TWF' TPH1\IVcZ r)[7 Tpf7FQ NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS PLANTING— PLANT SCHEDULE SYM BOTANICAL CO SIZE E CANOPY (sol TOTALSITE IQUANTITYI COVERAGE(so TREES I BN BETULA NIGRA RIVER BIRCH 2 1/2f(ca 1. 397 3 1,191 PA PLATANUS ACERIFOLIA LONDON PL\NETREE 2 1/2" ca 1. 422 2 844 QP QUERCUS PALUSTRIS PIN OAK 3 1/2" cal. 471 8 3,768 UNDERSTORY TREES AG AMALANCHIER x GRANDIFLORA SERVICEBERRY 6-7ht. 130 1 130 CF CORN US FLORIDA DOGWOOD 6-7 ht. 124 0 0 PY PRUNUSYEDOENSIS YOSHINC) CHERRY 16-Tht. 1 99 1 5 1 495 EVERGREEN TREES IN ILEXx'NELLIE RSTEVENS' NELLIE R STEVENS HOLLY 5'-7'ht. 44 19 2,376 MG MAGNOLIA GRAN DIFLORA'LITTLE GEM' LITTLE GEM f v1AGN CILIA 6'-8'ht. 82 15 2,214 SHRUBS AB ABELIA GRAN DI FLORA GLOSSYABELIA 24" ht. min 14 1 8 420 CS CORN US SERICEA RED TWIG DOGWOOD 18" ht. min 72 8 576 1C IILEX CORNUTA CHINESE HO _LY 24" ht. min, 14 14 196 IV I ITEA VIRGINICA'HENRY'S GARNET' HENRY'S GA[tNETSWEETSPIRE 18" ht. min 1 64 24 1,536 EXISTING TREE CANOPY I Existing Tree Canopy 14,190 TOTALCANOPY 27,936 CALCULATIONS. - TOTAL SITE AREA (1.587 AQ: 69,130 SF CANOPY REQUIRED (10%): 6,913 S PROPOSED TREE CANOPY: 13,746 SF EXISTING TREE CANOPY: 141190 SF TOTAL TREE CANOPY ON THE PROPERTY: 27,936 SF M___ 1W1011 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%): 11425 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') = 5TREES TOTAL STREET TREES PROVIDED = 6 TREES Landsca*%e Notes P NO TES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA 77ONS OF 774E AMERICAN ASSOCIA 77ON OF NURSERYMEN. THE PLAN77NG OF 77?EES SHALL BE DONE IN ACCORDANCE WTH EITHER THE STANDARDIZED LANDSCAPE SPECIFICA77ONS JOIN7LY ADOPTED BY THE WRGINIA NURSERYUEN'S ASSOCIARON, THE WRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE ORGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCH17ECTS, OR THE ROAD. AND BRIDGE SPECIFICA 77ONS OF THE WRGINIA DEPAR TMEN T OF TRANSPOR TA 770N. 2. ALL S17E PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TTEES IS PROHIBI TED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEAL774 OF THE PLANT. J. 7HE LANDSCAPING PLANTS AND 7REES ADJACENT TO THE SIGHT DISTANCE 7RIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BET14EEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNOUCKLES 2^x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BAH AS SHOWN SCARIFY SUBSOIL TO 4* MIN. DEPTH MULCH SAUCER TREES UP TO 4' CAL. SHALL BE STAKED. TREES +' GAL, OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE NTH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN. FLAG WIRES NTH COQRVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE Tree Planting and Staki-ig Detail Not To Scale TREES UP TO 4�' CAL. SHALL BE STAKED WITH 2-2'x2" HARDWOOD STAKES. TREES OF 4" CAL OR LARGER SHALL 13E GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYVARES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2'x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER N, AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4* MIN. DEPTH COMPACTED SUBGRADE Evergreen Tree Planting Detail Not To Scale X I / r / - - - 1-11 " C ES RIP AP CONCRETE UD —7f PE NENTI DRAINAGV INV=521.08 S-0 EAS AENT DI3 �2 PC 43,,j HEADWALL -------------- - I_ - S28�4.7 44"W 01 1 9,8y ............. -A- M' j6Ht-bjST Ile �J�TANCE 0- SIGHT 2) C 7� LZI VV If SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING BEDS B SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT As IALT ENTRANCE TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. go: 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE I i A 1� IL Jk A��l A -rr-I ',.0 (5) P Y 101 1 t, D r) D A I I c GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0 Y�6 TSCOTT R. L. N SZ 0 ,�.) ldc. No. 035791 V�6 11/21/22 LU 0 U u 3 L9 z 0 ul U-) LU Z tU- U) z z z 0 z Z W U) LU 0 X 2: 0 ILL. LU CL k-4 �4 U) 0 Z ULL. U) ILL, zo Uj U') Z 7) > U) 0 zo C) V) U-) z _j V) ll- V) V) < z 0 > 11.1 Z 14 LL n 0 > LLJ LL. 0 _j < U) > 0 V) Z 0 z 14 LL. z Uj z _v) Ice a:jl 0� U) LLJ V) LU V) z 0 U) 5 Uj Ce rN -r-4 CN C14 CN rq LU T-i r*4 T-4 Cr cy� (0111\ (7*� CN 1.4 0-4 L9 U X, Ul P� E-4 10-4 ;2� IF- in z .S CL C6 z LU 2: 0 z LU z CL (D UJI CL P-1 U < z 11_� U. I z 0 X X Uj LU 0 U Uj 0 re JOB NO. 202183 SCALE 1 11=201 SHEET NO. 5 CO-12 A l I PERMISSIBLE CONST. 5' MIN, JOINT A EJ TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" y.p„ BACK OF CUR 12 ;1- 48;t 20 1 4 1 MAx. 2' MIN. SECTION A -A NOTE; FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEESHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB G 2 4 i 2 5 2 3 5 3 3 B 4 4 8 5 6 i4 6 7 14 7 13 15 a 15 15 NOTE; THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. a cn cn 0 CROSSWALK H TYPICAL. PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE MO THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY CEOMETRICS PROVIDING THE OIMINSIONS ANO SLOPES ARE AS NOTED. -- X 2; ! AT ;K , 2" HIGHER THAN 111 AEDV * . SAMEPANEAS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" 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 REV.7105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 5 z 203.0? VIRGINIA DEPARTMENT OF TRANSPQRTATION CG-2 NOTES 1. THIS ITEM. MAY RE PRECAST DH CAST IN PLACE. 2. CONGRETE T413E GLASb LAICE, A3 IF GAST IN. P P51 IF P ECAST.0 1{1QQ 2' R 3. CURB HAYING A RADIUS OF 300 FEET. OR LESS � (M:ONG FAGS Of. CURB, WILL PA FfXi f& RACIAL CUR& 4• THE DEPTH pF GURR MAY BE' REDIH:ED A5 MUCH �: A 3" (15, DEPTH). _O�t INCREASED AS. MtUCH /15 3' 121" DEPTH} IN DER.:THA7 THE BOTTOM D ;, A w r`n 0F. CURB . WILL Cd4=11 :W1Td THE` TQR dP X; COURSE OF .THE PAYEk�NP SUeSTRLIQTURE_ ?` b.. • A ; - ' 4TH4 E THE DEPTH 15 T4 14" AS SHOWN. ND SfMENT IN THE PRICE ID 15. 70 BE: MADE t .d` .Q , FaR A DEGREASE OR MI INCREASE M, DEPTH. F CG-2 IS T4 BE USED,DN ROADWAYS MEE M ��'' ;Q ",` THE RE9UIREMENTS FOR 00-9 & SHOWN N APPEipIX YDOT ROAD DE51GN MANUALr A OF THE: IN' THE SECTION ON GS URBAN STANDARDS. w,Q, : w,t, . •. BASE z,. RA�s p: -a• sUasAs� ' 3e< SURFACE , '.,b, •D.�•b. �� xa 7A M *- S.1168ASE .. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION _ xr REFERENCE �p STANDARDI' CUR[ #GURU A14 BRIQGE:$TMIDARDS. REY151DN DATE : SHEET 1 OF.1 i05 607, YIRGINA DEPAR7I&NT Of:TRANSPQRTATION 201.01 W P-2 ADJAC:,ENT TRAVEL LANE ASPHALT PAVEMENT WIDENING - 12"x EDGE OF EX1SiV0 PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPI,iALT LAYERS PROPOSED ASPHALT LAYERS EXISTINO SUBBASE PROPOSED SUBBASE --------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE Exam ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM I %s INCH THICK ASPHALT SURFAQE COURSE WEE NOTE 51 j x MINIMUM 12 INCHES OR DATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHAL'C LAYERS AS DETERMIPED B� CORE3 ME NOTE 3) NOTES: 1• ASPHALT PAVEMENT WIDENING SHALL HAVE A IAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOUT PROCEDURES AND 6(_ APPROVED BY 7HE ENGI}£ER. 2. THE PAVEMENT OF THE ASPHALT )OSSTINC AND VROPQ5ED PASHALL � ENT 5NALL EXCEEDE ADDRESSED IINTTHE PAVEMEENNT' DESTHE GN, LAYS:RS OF EXISTING PAVEMENT, 3. A MINIMUM OF THREE CORES SHALL BE TP M'ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS GF EXISTING PAVEMENT LAYERS. THESE CORES SHALL 8E SPACED NO MORE THAN 500 FEEL APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLEU A W141MUM DEPTH OF 11/a INCHES AND REPLAaD WITH AN ASPHALT SURFjkCE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER, 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVU&NT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE AID EFFECTIVE SURFACE DRAINAGE. 9. EXISTING PAVEMMEMT MARKINGS AND MARKERS Y11THIN THE PROJECT LW4.T5 SHALL RE RESTORED SURJEOT TO THE APPROVAL. OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION, 315.06(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN AOGCRDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING SPECIFICATION REFERENCE REV 11/07 FOR WIDENING SUBJECT TO TRAFFIC 315 303:02 VIRGINIA DEPARTMENT OF TRANSPORTATION 6» MIN, IL- 121' I IL12.314" holes I, I1 E;" 11 11 BOA 12" REFLECTIVE ALUMINUM RESERVED LEGEND AND BORDER - GREEN ALBEMARLE COUNTY GENERAL NOTES FOR SITE PLANS: PARKING WHITE SYMBOL ON BLUE • BACKGROUND BACKGROUND - PA VEMEN T ° 4 WHITE m 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. vm ACCESSIBLE" PARKING SPACES 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. ACCESSIBLE J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, lI, OR Ill 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 1N THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. /N THE EVENT THA T THE SURFACE COURSE IS APPLIED PR10R 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. 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 0.3 GAL./SQ. YD.). © � 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. m cy _ 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR Q � Q 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 7RANSPOR TA 77ON MA Y BE L OCA TED WI THIN THE STREETS RIGHT OF WA Y. w GRADING In o TOPSOIL AND SEED J 1, THE LA TEST EDITION OF THE ROAD & BRIDGE SPECIFICA BONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA 77ON SPECIFICA 77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. \��/ .�, 2. WHERE UNSUITABLE MA 7ER1AL IS ENCOUNTERED IN THE ROAD WA Y, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY W1D 77-1 AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA 775FACT70N OF THE ENGINEER. 3. ALL GROW774 OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA 77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SMOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. ��/� \ \ \ //�� A D A 1.. �\� DRAINAGE A. 6A. 1. ALL PIPE CULVERTS, EXCEPT PRI VA TE EN TRANCES, SHOWN HEREON ARE TO BE RCP Wl TH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDO T PIPE MA TERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'5) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS / 0 N 4" MIN. 5' HEIGHT MIN. COLOR: PANTONE GRAY PAINTED HORIZONTAL WOODEN SLAT FENCE MINIMUM r-1 -U 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 7RANSPORTA 77ON SPECIFICA 77ONS UNLESS OTHERWISE HAN D I CAP PARKING SIGN D ETAI L NOTED ON PLANS NOT TO SCALE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC7iON 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 SIGNS MOUNTED BOTH SIDES ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM ME VIRGINIA DEPARTMENT OF TRANSPORTATION (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 PAYING, DRAINAGE RELA TED MA TERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. (VARIABLE WID77-I) J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W1714 THE APPROVED EROSION CONTROL PLAN AND SHALL BE NOTE: CONCRETE (5' MIN•) INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCRON. SHALL BE 3000 psi 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). AT 28 DRYS OR WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. STRONGER. 4" CONC. 5. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y 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. % / / 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM K17H THE VIRGINIA MANUAL FOR UNIFORM 1RAFFIC CONTROL DEVICES. '�\�\i\ �\ ' ' ° •t /\ //� 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS I 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY W1 TH OSHA STANDARDS FOR THE CONSTRUC7ON INDUSTRY (29 CFR PART 1926). \ � • 4" 21-A STONE BASE 1" SM-9.5 CONCRETE SIDEWALK SURFACE COURSE NO SCALE 2" SM-9.� SURFACE COURS 3" BM-2- INTERMEDIATE C( 5" 21- BASE COURS COMPACTE SUBGRAD ASPHALT PAVING - TRAVELWAYS NO SCALE 2" SM-J.5 SURFACE COURSE 8" 21- A BASE COURSE COMPACTE SUBGRADE INN NO ASPHALT PAVING - PARKING LOT NO SCALE PROPOSED 1" SM-9.5 OVERLAY :::!.: r..::r.:: w:.:::.r:r-•::. r.:::•.::.: •::,: $<•::::.rz.;c. . ..:•.,.;:. -.: ;,:o-i•r,:.::;r.: v..;...;..:'.•i,3::,dt::<a:;?•>sY..r:2•. EXISTING PAVEMENT EX. STONE SUBBASE ,� l/ /�. COMPACTE SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE OF 4•, 2" R CURB d , d ?„ 1, 13 JJ d a a a: 4 7» .•� •d 6 'j 2, STANDARD CG-- 6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. '� `'+:fit?!:t�+�+.•�� L t • 12'x2' CONIC. LOADING SPACE NO SCALE MIN. 12'x20' CONCRETE DUMPSTER PAD 7" THICK - 3000 PSI CONCRETE '-6" COMPACTED 21B STONE BASE �► A r o n I- --r- I A rn I A I n r- n A r n f- 7- A I/ NO SCALE PAVING TYPE DIAGRAM 1 pip = 100' 0 0 NOTE: ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A=7.1-og. HANDICAP SIGN LOCATION (VAN) FLUSH SIDEWALK FACE I OF CURB BUMPER BLOCK 1 �' PAIN 4" 4" PAINTED PER VD0T SPEC. 8 0 &. 9' STRIPE (TYPICAL) MIN. MIN. I MIN. A CCESSIBLE SPACE HANDICAP SPACE DETAIL NO SCALE NOTE HC PARKING SPACE & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STD 1E REQUIREMENTS 1' 14,117, d 1 CURB CUT INLET NO SCALE SEE DE51GN B NOiE 2` TT-\ a1 a a DESIGNED' INFORMATION, DEPRESSED GUTTER 1. For use With atormwdw focilr" :wb aide. $lapel. e AT OPENNG SECTION A -A - RIPRAP OUTFALLTo 2: Refer Sta.nd�rd; VDOT CG 6 h gutter parr of EXTEND TO DETENTION adJgCerlf cur6i and .,gutter. BASIN RISER NO SCALE STAINED HORIZONTAL WOODEN SLAT FENCE NO SCALE (TYP.} STEEL BOLLARD (INTERIOR) (TYP.) (SEE DETAIL THIS SHEET) 4 6,_0» o a (TYP.) a 11 \4 /� �\; 4[ 1'-0" (TYP.) 4 B B PAINTED BRICK ENCLOSURE TO MATCH I PROPOSED BUILDING (8" W1D TH X 711_ 0» HEl GH T) COLOR: SHER WIN WILLIAMS, WEB A Q .. d 4 GRA Y •Q STEEL BOLLARD (EXTERIOR) �) 5 (TYP.) (SEE DETAIL THIS SHEET) WOODEN pD.00Rs 4 `� 4' • • .... a DUMPSTER GA TE (SEE DETAIL THIS SHEET) 13'- 0" DENOTES 8 C. Y. DUMPSTER 45 • CHAMFER ` 6 "_ 0 »(L) X 5'- 6 "(W) X 6'-87(H) LAYOUT \ (2 PER DUMPSTER PAD) NOTE: BROOM F/N/SHA 6 "x6" W2.1 x W2.1 WELDED 2 • WIRE REINFORCEMEN T ' ..►. • 'r ..:.1 - .. • .; !.:. *: s,: • 7 CLASS A3 CONC. 7" 21 A STONE COMPACTED SUBBASE DETAIL CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS._ 13, _ 0„ CID J 1 x6x6 TREA VD BOARDS BOL TED TO IRON FRAME I f> STEEL BOLLARD (EXTERIOR) (TYP.) (SE << DETAIL THIS I I o SHEET) ` `' ,I I ' 2x2x3/16 CANE BOOT a 'i ANGLE IRON ' FRAME DETAIL DUMPSTER GATE DETAIL DUMPSTER AREA NOT TO SCALE 1t� p�,ll 0 SCOTT R. INS ,U Lic. No. 035781 � a� 4/18/22�` 1- ORAL Iro I"" a z a Q LLJ J O ILL © o � Q < J Q � � U � Z d LL Zca� Lu 1��-' L L U� J u o n �Q-1 J In ► ? ce o u- Q Q W W fie I•I'L'- CV N. r. f rn N N W r.� CL� z W W Q M z >H W W ce 1-1 Ln W U. I z 0 x uj LIJ Lu n in JOB NO. 202183 SCALE AS SHOWN SHEET NO. 6 WLA3 STANDARD LIGHTING DETAIL: `-0-5N FOOTCANDLES or 0.5 0, 5 FOOTCAN FOOTCANDLES SFCR ❑ 1.Q 1.0 FOOTCANDLES FOOTCANDLES :.E i�x:�# Series T �. T` . minmioraiel induiaf lighting LED Area Li ht DESCRIPTION biuJrL Idle The RzA Series LED. area luminare features a sleek lort-preflle housing deli n in umen- acka` ds ran in from 9Ii001 - d- 01u� a 9 I p 9 g g umensto 1,00 m ns �,G•,yn;; F,_ its I Ificien u 1 engine is designed for o tirltal light ordtol h tr c and 9 cY � 9 9 P 9. a p Illumination v.dtirIts three dlstribull n _s In three tr sleet sizes, The: 4 h1P P f RiiA Fu mu rovi des sub3tenlial enar --savin s through e6rcretrt dative ry I I of Ilght ithmtnimal to no uplighl and efficactes up td .133 LPW.The A�.sFli s slardurd v.Jha 7'iJ sore farm and de I ned:far.easa ofRx s P P P. 0 - fJ inslalfidlan an ales sli fillers truriltiun orr al m 'ca its T p p aurrt apple ha his ,f• ,..... . productis ideal for large areas such as partang lots, rrelkways, roadvrarys, building raiis, etc, SPECIFICATIONS Censiructloh: • sleek die-cast aluminum horsinc7.Mir stuirdess. steel hardware and powd:rrcoafodbronze(standard)MlshlarduraMllly �->b1:.a'I�`Ishd-dr:uu:ru•Vt■ prX-•c.r_'A?I'. IJV-stabkod liolycarbonalle optical: Will • Itrtegrar heat sink fins ma>simiza beet diss(potidri 11 ff Hinged driveraccess for ease of maintenance Yll . -7 Standard wdh7" slraig".eirm ifor pole or "vlr.mvunl) unU•round. pole adapter dolled boll ahem awlable (r retro s o most e;dstfn drill p o ft g i.lepaltems r.lcdel Includes a 72"ifilp to conductors provided convenlence, dimming rforI li r tIr leads not connected) Luutarls(In)) 0 I'qt. ��9 ,rj� t7r Opl(cs1LE1]3: Erficacy[LF!YUI. 1•ki t+(- ]✓+ •tAq 'I 'r- • Designed wilh minimal uptight to eliminate light pollution. Equlvalincy(Hio} I r1r?rr.?r r r^ AfA r1 JGtT•Ib -- 7.^I+ 74 to 309 Ms replace up t i:7 A N a HD PorUp to 70 energyttr ys Di3t iL, t on T,ix (I IS,'. Efficacies up to 133 LPW maximize energy savings and ulility rebate,- Type ill, N and.V distributions optimize light distribution GW (, Avatlabfe in 3000K, 4000K end 50(AK CCT rlput Yvltaye ?a r1 q yxC d 1 tit: t1 ser • L70 a 130.000 hours Qpprating Temp • cru �'7o cerirflaetlnrts ul:u�ed a'4Ja'.L^ ada'Is uc :r:°.u�°rt Elecirrca1: rf4 tY • 0 Class 2 ovrer suPPhY• 12-277IJAC 30,60Hz •r Va l c ^ x. ItJ, { I ..e q r • 9.1tJ>f almmh driver for medels 150W 12a277VA� ant' dlmnUn g 7 9 I w< � 1.1 E• I � y t t u tei'_n c. ry not- un+r.ts,oJrl. E I@ads re u' a corn@chdn in held U 9 iP.P •rru•rcr p 15hIF TV more rJF 9 F olio nuJrrurrsrii 1 r • Power,supptyift high powerfactor of 90% typical I -r aryl a I,Jfti T w t r.� • 3d7klSOVRC Dedicated option [of 7WY. 1a0trd,20L1W and 300W driver r p y IIJ, w!u_s�•1d�•.,r!.;: II. to .r:; IsP _ . 9F • Standard 19kUA surge. protection tor.modelsiz750W. . Options: Testis & Compliance: 9 P -Integral 120-277VAC dimming sznsor(SCI for models i50W+ WLus Listedfoe W!:I Locations IC 120-21MTwist Luck W rece acre installed on arm Trrisl Lock. • Tested to meet IP6ts requirements pholocontrof: included). Deal nL s ConsortiumDLC PREMI UA Qualified' y (o) Rcceisorles:: consult C)PLior" ualllled medels ( q 1 •'Twist Lack univer3alphu[.oconlral'126-27TVAC'I.far dusk to. eraUn 40'C 14 45'C: 40"F to '173'F • �P g teJn a afu : p r re ( 1 daf,'n Ilghting:control Instailatrg n: •Dinmiirg. sensorforaddtional energysuval gued'deidrriovuenrddac.ess '• oa 6utlon Phot eonlrol(72}277VACIfor -OWand, 100 models +t�Irti :trrlsuitable,fur 4' or 5square Pales. - ie t tounlraecenriBs valid Ie see n1 formaond od- r.oA(ramc Ihnudll Pa lerad0daPsto0 features accessdoor for easy Wring on sits and includes knodcouts.far rnvtivn (and hotauvnlrol s@nsvrs P N!n[r r , LY' Additional s mount as'sli (Her, lrurmioo; svri4al b BSI slip Five eui;Warianl , Terrns a d CondiSons'A i 1 Y. PP Y7 and ytaH bracket 10YearWarranlY available ore uest consulLfacto - R _. 9 rt Je caurs EE Jb n k c,a, shi-lc� �Ute 1 l f,.•tau.'x 1J1 nP-r+lvra , rwrarcF.nri 1 r BJ E_tlt A IVL.II'.EI .I. 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Jr ✓ r`/'f. •`' r y {�'�r" ,F .+'�.''r,/rt > : ` `!/, I0 ASH r i'' ro`✓ y rj r fi,. r*'l >ef�`!. �,.;: r •c�lJ f j j F, .+' A � +� � r `� ,r+ di ,r fr r ," rtr.. ,,r'•r�,r f f f' f, vl� .r'/•d'''r'T/`r' Jr � v" f/,/r, r` •% r ✓` EXISTING DI TOP=515.06 - - ------ INV=510.82 1 t f 1 EXISTIN CRITICAL S L PES TMP 58A2-24C RIVANNA WATER &SEWER AUTHORITY co ZONED: C1 f 15 PARADISE �Z+ }' f ✓ PARADISE 2X I .� 1✓�,r•, ✓ r / ' / I- .+' .' ft , :. •,/ r. TMP 58A2-21 (PART 1 -0.5 O �' ,CO '�'.20 ASH"yf CRITICAL SLOPES, r. .�, SR & DR LLC , 5 A BSI H r ! DB 5139 PG 134 10 !f , �} r ,p r r (List,-s1!• r' f rs lf.. j/`r` r 5 ASH t o.or''/_rr�� ZONED. C1 ADISE r fr;�,> o O fr'f,!.f / 10 DIAL �. f r Ps Cl "r / r 1.587 AC. r r r� 1 �r J r' f ' r0 / .r r r' A ,�E PA R DI rJ ;f. r Ji e«" r` 4_ f t f r f �f� f` / r / f I U IC EPT , f f ' f• rr ✓ � t t J i� e r. 1 ` L r'f r' r TA NK T J r r tf r �.r r`r f f �Y �s P E lt'r .f' ! :. r p✓. rF .F� •A� R L• aC E Ct E E�:�•: / r f,. £' f 1.0 ASN { r T ■a f,• 1 r r r , r REt• .ED� .O ER' ,f ,f ='r r rr' 0 L' EX RESIDENTIAL r r - ✓ r• r. ✓ _ / f f ✓ f , zr /` j rr .a'' t �dr','`°•r° ,!'rf f,r l// /` ` r`/..•'/�! J ,,s` J°`'�fr.=''`. i 2 9 I / r` rf f ,J� o r / t r ♦ ✓"' � r/ f fi f PARADISE > [�ALA • f /'` 'f ti / f' ✓/ r r a f J ✓ r ✓• r t ,J' P / f r'� ♦ T r T f ,ri�,%�,.r'F /• r,r /t �,+' i r" j ," •,,r`,�/ r rsf,. �.r` f,'' ,, r' .fir' .r'` r / f ,r r r`„r'�, ..' r` F f ✓ �rr r 3� r r J` ✓• r' fi t !f r,F'r f£J ' r 1 / r ,r s f r, < ri r' r C'` r r i f > r''r • f` f J ,�f,y ' r' r .ir✓. t ! J r �- f a✓`s fr i ' ,t'" - s /'' f . C ,+' a' 8' r j / rr` .✓ �J'r ,,!' J° � •" ,r � i J'�✓ '/•,,', f J 5 PARADI.�E ,`r� .� , �:' .� r t''`:/r ,!. ✓°r ! • >r, f`r,�r,d' �!% ! ••" ,r ,p'r�,rl/` r, r,° ,✓`,r .J ; �.-,>i^ f,frr j',�,� r/ o: /' ,, f• °;✓ {/q][J r" ,� #,+'` / .•+' ,,, r !' ', fir' ,,"✓ dr rr+ '��((\_�(/ fry/ , t e� � ,{;,J' ! f .l.r ... t, ill. •.• �, ,: / r ,'_i ,1'°,r° j P/-s' �.:' P ✓ J r 1 .t 1`. i�✓� � h r .r✓_ :%i !' /` r f ! 1' J F - /f SHED i1 Luminaire Schedule Symbol Qty Label Arrangement Ht. Total Lamp Lumens Color Temp LLF Description 2 WLA3 WALLPACK 151 51200 3000K 1.000 101L-32L-530-NW-G1-3-UNV-PCB-MGY $ ICNY I CANOPY 16' 3,500 3000K 1.000 CNY LED-PO-30K-MVOLT-WH -� 1 LUT RELOCATED POLE 201 MAX -Q 1 PP1I MOUNTED LT. 20' MAX 25,700 3000K 1.000 SINGLE, LED RxA-200,3000K TYPE II NOTES: 1. THE B 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. TILTING OF THE LIGHTS IS NOT PERMITTED. 5. THE SITE LIGHTING SHALL BE A WARM WHITE 3,000 K. 6. FIXTURE COLOR OF THE LIGHTS SHALL BE A BRONZE. ! 58A2-24 _ TMP ! / rf, ✓f f t HOUSE P T oU S O SUSAN F EATON, L Is � �f fr / d d t 4 Y"r 22 #4 7 ZONED: RA �b h . VEN I E o 10 FENC PA /O.aF�IQE A�. 1 _ r 4 4 1 1 I ✓ 1 a V ' a . 0 0.0 � ��•••s.._.•..-'-war• • .�x • •4• tQ 3 a •Q Q 1 Q • ti IF .r r. • O it i •. a f. • A •i• A a IF ("� •d • i �a N73 50 25 W 10.55 12 TRP APLcI FFE- 6a55 ,� . • x :: N22 50 28 W g .Y SJ UP 16.58 , • •-4 ' tl it• y x a .aa A • �r •+ x aV's 4 O •A•• n 4' a s ro s a ' j�(n�" Y• •4A •`"ark.%i• . A : • •• , � _ >r o q �. xtlQ UP . a ';• o at.•t TMP 58A2-20A 2• o.`a � ,.. r '. • •. s % � � � s !n - JOSEPH W RI CHMOND Jr ,�t w c A ab a a x 0'''•� C) TRUST \ �� a A b . a '�i'l��^/rC�r''� ' DB 4992 G _ i P s8s 3 + b .4 s +x ' IL.1• a • Y y 0.Y Q a -r 18. 8 1 . a � . o vb ,•. f l 45. 0 c O FFE-- . A A • '� a\ 1 1 s s ss . � D• ■o i`)Ff_3? •f�` r? •a - 1-STORY C TOR BRICK ram••,. aL6IVY EXXON :L N Y• A• #42 r• ••$. l .j •t��'j �rq � , � 1 0_LA 0.0 . 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L 7U :L 0..7U Pa9e : 101 L Sconce LED tfYal[ Mou nt Luminaire Accessories st Wir@l4ss s stem inn le: " nlsuller acuissvr Nbu li arte�iries ernacce�ones a w rrkl Y Y B 51 r a w , ant s rcnwtc r ] .. all» Sate lit` t icy r'aJu NallMoi nt IN es s stem emotemauntm l ., <I s Y. �alhr YiF Irr nt.ln h hr� 51'In v'tl ' s IFr t t Ilrr ) F l hrl t. r 1 WS t,':ILP I..1 I�.lt: ,. •1 .`..:...-.:ui' LL_Cf27.- F t .i f r h] k ( r Ke totentodute art nirnmteclt „at Vr wee 'lift: n ke l YR i L C 3-3l 0 1 !t _ - i711)0istrppUAtvlatib:spedh4dbyEhuaoing.olisi;fF.+iu I = I[ rFa 'rIF 1 r in ll Ilrl d Irr J• sl lwl +�, I s r mine sk] a I 1 n fv 1 f r t Jf 1l � CenU l R moo f o on R s on a a a k t s. p 1 :...' •- i-a El -r -1 u a Its teatabtts+h ,d • al 1 h i ts! en:<+1 t sores s lust's e t a tJnU .! J• } e d edt e h � C 4. on wninau�,tlta ar ann �Lx• IJsc ilthrun'tc 'MS2- -FV-i' A u,nuni t:;nll "r.. S r. u,'r•1rnrlNuales Y .I. h 1W rt Dimensions 1 �r l Y+ r' r� 1 I I. l r� 6'J i > t -'9.r: ni) 1Q1 L Sconce LED 'NaIF. Mount UQ Waftage and humeri Values. LF,D Axerage. 7t`.P0.2- TyP.e.� TYD't•a. LED Current Cal' S'steid' r; ar W n 4 BUG m B E}6 cY L en' uln 0 G: U E cac fn Y I E ulnas e0G-. ( Efficacy d -- :.VtderiltgCQ a Qly. .:'ruJ T� .... gP• N ells. 0 _usput [' tLFPJ Rd e1g _L1 Q put: utp Aatlu•- � ':F' , Uut uk 1 p.. au . R na •.. E ♦ l•I •v I. J E, R t• i t r 1 IRtt,•I6 L-1e40•HW•G.I. 1�: I Q 9 ::'. r .�- •i -. S L... al • � n PJw- 1 lr, k n r rG. m rt•x: .r.• aJ ki ..>, t m�.. .R, a-3 n- GI 'Y•< - t fA . >1 il., slit' .a C C -- 1 In-C:. I0 f .i f. .,itaa �. i0F•. �t ., _L I-2L• n - Nr-G1 ;r < '+':L :I' `l_' 514 I I ' .�d � •:a I;t r, x t.J CON CRETE UD \ter'• = 21.08 1NV 5 INAG PE ANEN T RA E SIGN ICN EAS ENT ' ,�2 PC 43 HEADW ALL (\ �2 DB 1 .a .�•� k }I sea�'f'�'�•/] 44 W -- �"� t w `o .✓'"J GUARD&ULS - GRAPHIC SCALE 2-0 0 10 20 40 IN FEET } 1 inch = 20 ft. rn pfip Q SCOTT LLI R. NS; ,U Lic. No. 035791 � '16�,Q� 11/21/22�' z W 0 z 0 � Z d Q 0 UQ z z LL U d LL QCY L2 Z Z U} z U) J 0 tt-.li '-' (f} C � z 0 H C.3 LL H 1�•1 1-- f--t V) (!} a z W r1� 1� 0 a 31 LU Z H W d 0 > LLI © W 0 J Q Z 0 V) Z 0 z J z I-1 n 1-4 / h rr7 VILL H W V! H Z H 1-1 ce-y� LU Q "C) z 0 V) .WN•'" 'I r .-i N LU NN N N Q ti d` G o�JJQ t i N T . a. b- Za rl CAI. 66 W LLI W J Q H W f W F- V W 0 W d U) JOB NO. 202183 SCALE 1 "=2Q' SHEET NO. 7 �m 540 HT. OF OeJ=3.5' 535 535 530 _ -' 530 _ SIGHT LINE (TYP. 2 OF "� J 2 - _HT. SIGHT .- -- -- _~ aNCE39 520 �� _`_"~�-------~ HT. a � EYE=3.5l ,, 5 20-- r 515 t 515 EXISTING GRADE (TYP. 514 PROPOSED GRADE (TYP. 510 508 508 V ri o o ri It rn 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 1 6+00 1 6+50 17+00 SIGHT DISTANCE WEST EXIT 1;1.r 17+50 18+00 545 HT. OF J� 3.' 5404 535 530 C,a =��° �' 530 525 '� � � 525 � 0 J=3.5' `41STANGE=39D, SIGHT HT. 0 20 ._~ ~~ EYE=3.5 -�� -`� 5 20 515 - ��_ 515 EXISTING GRADE (TYP. l: 510 PROPOSED GRADE (TYP.---__- 5 10 505 505 N 00 Ul ri N 0N tri rl ire � rn rl 0 rl m l`a � LD ri 0 rl N ri tI u7 N ri Ln an rl Ln Ln � Lh � ri � Ln n u) ri Ln 'n Ln � Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 It VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. O�� 0SCOTT R.�NSi"�Z LU Lie, No. 035791 4t, V-0 7/14/21 12 O z w z 0 ,,/� H U f� L w a = z Z.Q :3 0 � H V) U) L a H Q W ce