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HomeMy WebLinkAboutARB201800128 Plan - Approved 2018-10-04GENERAL NOTES OWNER; SPRING HILL LAND DEVELOPMENT LLC 2635 s BENNINGTON ROAD CHAROTTESVILLE, VA 22901 PRING HILL VILLA E DEVELOPER: STANLEY MARTIN HOMES SUITE CHARLOTTESVILLE, VA 2291111 4 PEOPLE PLACE, SPRELIMINARY SUBDIVISION PLAT INITIALSITE PLAN CH ENGINEER: COLLINS ENGINEERING 200GARRETT ST, SUITE x SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY VIRGINIA 200 CHARLOTTESVILLE, VA 22902 (434)293-3719 ' I TM P.90- 35 I r R D P D LLC TAX MAP NO.: 0900QQ-QO-00-Q28QQ (DB 4571, PG.421) -----i------ ' ''a D.B.35O8 P.160 l 1776 SCOTTSWLLE ROAD t y.� D.B.657 P.234{plat) iI, CHARLOTTESVILLE, VA 22903#t �' rl M ' Ii ` ,� _ _ ._ I TMP 90-35V - � I L U ` 111 I Jy? (/ TFEE CT , _���� x i0 tR. ��;`E T 'N�iY£Y � y' I 1 •.J f /I 0 4 7, j SCOTT R. GOLLINS n , I - 5 No. 05701 - I iSITE .1 I _� I 10� C6 -- f IN I t ��,,� ry w_ 5- CD 1-,:.a-,.,:, w F, - >, Cn / %sok ( J °$ O ti_ TOTAL AREA: 12.63 ACRES : ' _ ____.---- VICINITY M A R r._. _ _ ( rr I AYN L! _. �_____ ( RON / ~ 4 f ZONING: NMD -NEIGHBORHOOD MODEL DISTRICT �� , i _-_,._.- I g D.B.4719 P.4D2 r �. ami . 9 � D.B,4473 R plat ' SCALE: 1" = 1000` � l C ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY EC &STEEP SLOPE OVERLAY 8.440 P•198p1at ° I'll}' = e; \ \ �[---------------- J,-- l") i. ANG HOLDINGS, LLC I , PROPOSED USE. RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS I F- D.B.1026 P.715 v ow 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) � � � � D.B.657 P.234(plat� � �� j � ~-- _�,._ FUTURE COMMERCIAL BUILDING ('NOT PART OF THIS PLAN)"q{ qp } I __._ ._.� ___._ _ _ �__._____ __.. __._ DENSITY- ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: r , I _ x TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS " ,!t j -... I °' � , r-.% TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS; 100 UNITS `'i�p . i _" -- ` ° - - s MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF ,. z 6 y ` MAXIMUM NON-RESIDEN77AL GROSS FLOOR AREA = 0,000 SF ---------------------------- D "`r I CM _ _� - �� -± _-_.._-- _-_._.__ __.__ _ . _ ,..^ `77 OPEN SPACE. ZD '11- _ \. LANDSCAPED i __ _. -,._ _ _ ___ _ I I _ _.� _I_ 'P4 I I _ I. I". _. :i i I e':;11 ~ W tt) p ......:............ :.:..... . >.E _�,, ., ,,r BUFFER AREA � ...... ....... ...... ...... .. .... •�.. :..:..:. .....,. ........ :.:::., ::..:::: .. ..... ....... .. .: ...... ..... ...... .,.... ...,:.. f- LO I PARKS WITHIN DEVELOP � . , .... ... ° .. ...: ..: ..... ....... ......:::. .....:: ::.. , .:.: � ..... I .:::..:. :...... ,. , AREA REQUIRED FOR DEVELOPMENT 2,83 ACRES 22X _, __... ..... :::,.: ....:... .:....: ..::...... .:::... .:.:...:: ..:,:..: ....:::.:......:.....:::..: :.;:.::. .�.:... ..:::..:::......:..:... , , , PARKS. MINIMUM Q , 1 :::...:. :.., ..:: I . I I .... L. ,. �_ n ,., . - OPEN SPA EA I.... ,.;, _ , .. 1...,.1..,....1.....1 ..,. .,., � _..- *: 4 . .. ._-.. .. ....,.v.. I I I .::.... (.. . I .....:.. .:..:.... ... .. �.. w.,,-. . , .... :..:.. ,;.;,^,-, .. :. 5 .... ..::.. r:: ..:..: P ..... , . 7 I .::.... (::::. I :..:: I .... 1 . .:. , .: ..: ..: .. ..... 11-: ..: . ,:::, . , . - k , � ' � .. :r:..::. J : : PARKS AND ACTIVE ASSfVE RECREATlONA! AREA PR VIIDED. .. � -- ._ ,. _... ,.,::,,_ ��.:. I.,:.... I .::..::: I ...... � .:...:. L.....:..,......; ..: ...... ...:..:. :...... , ........ ..,..: �..:....:.:..::. ....... ... ,..:..:...... .::..:. .,:;::.. , , , ..... ::::.:.:.:. ___ �..I ; .# �"`. 't !, (0,72 ACRES) i I :, :..:..:., � i COMMUNITY PARK 0.94 ACRES POCKET PARK 7f2; 0.10 ACRES , L _ J L _ J t L _ J L _ J I ~ _ I I ,. LOT.._ - - - - - - rn �- �, 77 ... s a I � I; L J L J , � ,.r POCKET PARK #1: 0.76 ACRES POCKET PARK #4: 0.18 ACRES � : wu $ ° _ -- � 1 , - ' I i J ' ' L J I `s, I _,--_ 3 :� � > > � c s : L_J L ---i a I L_J L_J L_J J J I POCKET PARK #2.' 11.83 ACRES POCKET PARK #5.- 0.12 ACRES, , - # 1$ I ; I ; 1 I `' ; -- ° \ i i :I I , LOT LOT LOT LOT LOT LOT I ; LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT ; I LOT LOT LOT LOT LOT I LOT LOT LOT LOT LOT I _! �f Or+y h E I TOTAL PARK AREA PROVIDED: 2.93 ACRES LOT ` -- s 43 41 39 38 36 35 34 33 32 E 31 29 2g 27 ; I ; 2fi P5 24 23 22 , I , 21 19 1B 17 t I BLOCK M ! IN ADDITION, 0.72 ACRES OF OPEN SPACE IS PROVIDED FOR ADDITIONAL SCREENING `�` i 7aI 44 42 40 ; r , 37 � I , + ; � I , - I D.54ACRE5 I , Lce __. _ _ c AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETER NORTHERN ''. ! Lor -- --- ..... i.. ', -. _ _ i ■ I o LINE. ! . ::: ' x°.. PROPERTY :,.: t ° '� ;. • .. ' 1'• �-_- ,. `� - `:POCKET:'PARK«#4 "..:,. . �;,.=':.:a ,.�-., , I n TOTAL OPEN SPACE PROVIDED. 3.65 ACRES 28 9% OPEN SPADE 4 "" : "' �, 1 3,45 ACRES . ' i "` r I1-1 LO __ .. _ _ . T _ _- _. _ _ _ .. __ __ _ _ _ ___ _ .., . _ ._____ . __ _.- ', g % � �- { w_._ r?� AMI`NIlYSPACE y ?' �: __._.____._._. _.___. _,__. _ _ I o uryl I.__� Q1'..ACR�S' n: ; i # 1 0 _„ _ OPEN SPACE TD BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL ; M \ -�� t - "` -_- u �m I ---- ---- - °-------- ::: f ____.__ .._____.__._._____ I OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN 1 ° I ,�. , -' ,BEM , fS AND - �..w,,...��- �� W _- :::: 5 R i -LAN - THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. _---�a,_- "' :.<`'" l , , s:: i Vv -^ _-- •E, i.' . ,y -1. :.:.;.: / ,, , .• ,� f . LOT j t e= z' 'lo BUILDING RESIDENTIAL HEIGHTSfMAX.. BLOCK A. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) ,w s1 l ,: ..: .:::. a � j - ,�; 45 I . r - ' U HEIGHT 50 FEET 1 4 STD. p <,' o,' 1: o BLOCK B. MAXIMUM ( RIES �. a:` LOT ....<'s'i :<,::::>::>; BLOCK C MAXIMUM HEIGHT 40 FEET 1-3 ST©RIESiI / ',. M , 75 qj -1p1, I p ��K,,. 4 i M LOCK D. MAXIMUM HEIGHT 40 FEET 1-3 STORIES! I i ki� �- � Em �. L ,r _ O $ Q , ,, %L'. r °i t I : LUC G D E� MAXIMUM HEIGHT 50 FEET 1 4 STOR'!ES \ , BLOCK � �, � r� �.y:s,,�,.;..:. _ � �, :1 q;0'AGRE �- L LOT I -f e I I � t j i '" , ` U HEIGHT 40 FEET 1 3 STORIES) T- I F. MAXIMUM IE .-�' BLOCK S ,: '� i o �,'° 74 I i r. E A � `� rI°� r R I 3 ,� t y1y �; C '' (tNl ` N RK; ,,, O M U ITV A HEIGHT 4Q FEET f-3 STORIES) v _ I BLOCK G. MAXIMUM RIES _ r � � '� �+ ,s AMEN.°' SPp � LOT + r \s :.,: L P,,. _iM1IiTY SPAM;-(0.94ARES r ff p { S 1 �' 3 rte.. ", F \ I''�LOT , I 47 N a5 �,. b, ORES' I , _. �I ,-, ( }, 'O AR 1 TF1. 1- _ r tN Qf .I TF1l: S f°F k. IN NG r` � ��� C� D ry � EA I y:l :.: ` � tl. , I �, z, ... - y . HES ANIS LOT „ I . i ct FRONT 5 MINIMUM 78 MINIMUM FROM R W DR EDGE OF SIDEWALK TO GARAGE .:r ? _ �[ SETBACKS. % ,,- --� ,. 1 T,- , I , [OfV1P� 10i1H-SEPAR,gTE,AREAS -__ �, E 1 - l,, . , :.:.,,, I r : r ! , 73 - BLU K LANas1aP1 �,: :::::<: , , ;::;.^ , I �'. 1Q CORNER r__. 4 F :� ;i�A ICA lir TA- " `I;E'• U!*' , .; ` f LOT SIDE. 5 MIN: //f0 BUILDING SEPARATION{j & RN R LOT SETBACK - _ . __ �_____�_ :;:::<:;r,. --- �- QR,* Y . M„ jW • > Ct NF 4 1 ," \ M1 , .4n :, q- F : a'� ,. , i .,-wx ' .w `, -,.M,- _ y - ':: I.:: "t I i t 1 Qi i-, __.._ t i:• --+ s , P 1LI(}N::SURR0UNI ED: `(.PAVE 1 :;" J o ., 1.24 R __ ..:_ ..,_ .,_ .__,_ A -A1/ _. ___.: REAR: 15 MINIMUM (NOTE: BLOCK C TO HAVE A MIN. REAR YARD SETBACK OF 32 ` Lo ..-.... , : ;,z.';:;;:': ------ -_ , „ ."..: „.: ., , , D %-," < - I x. ± I i 1 C i 'v 'i. l 1 , ,..,, __�~, b_ i , ..'iI LOT _ i t w t:-:: F' S E R; T' Ra' GS` dE: TS A D gIc T as _ :: :'t 1,W .Aa, GA HE. N E N„ CV LO .. f •, I z r I:a :`: a_ r i - LOT ", - _ 90 ::. ,. �t a, 1 I, "'''' 3 i s ,g I i j r -- t :IIA a sRVA It) 'F r-1ii aT LcT,�RE�,s I SUBDIVISION STREETS: CURB &GUTTER -�,,, s l LOT I : f.: � __; - I Vi ... 1 a' t ...:.e '.......... r ' < LOT ? A LARG>s LA IN FOR' - -- -', fZ p SPORT$ e : OT 1. r... 1 871 :a'<: ^:.P. :.......... , LOT _e \ j _ as ...._._. , 91<. = I I > _ `� I � '� 4 I i WATERSHED: IVANNA RIVER DRAINAGE DISTRICT NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC - " ::'- _-- ; : i : h R „;, I:. �- �' i LOT I 1 +.' t�� _N r , , i 9^.: , LOT ..r �;. LOT -1 , <::: 6 m. - I g� RESER VOIR WATERSHED. �L9, a pb I WATER SUPPLY r I 1 5 h I. 4 J U -s f LOT I c ( 1L I 5 t- 1 - 92 I $$ x ` s LOT t 1 t I E- v E .... "� . -. LOT + : -- •: , .::., , LOT STRICT NONE , i 71 k. "1 , I r, AGRICULTURAL FORESTAL DI .: - v a a : - 1 J i 9 - -• g � I `�. LOT LOT i , : l 1 Q:• r l as .. 0 i : 6 EL 1NFORMATTDN WAS PROVIDED BY RO w-' \;, ,., \t UC ::•. ,: . ,,..»:. >� 4 -,, ° :_ ' _ -- - I�► TOPO & SURVEY. THE BOUNDARY LINE AND PARC UDABUSH, GALE AND . _ �. ..r_, _ �.___-__. i I. _ _ ,.,.,,, ,. .< „ :::..... 0. IAC :,_,.r a _._ _ "_, �:.....'`:. - A TION ", , I LOT 1 yIm SSOClA TES IN MAY OF 2078. THE TOPOGRAPHY INFORM IS BASED ON FIELD SURVEY , , " . :,: ;,::'.;:::;' - --' , I ,'OC I _ A .. y _ .. . , LOT ,i I r ,.. e d COLLECTED IN JUNE OF 2072 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING .w_,--.-- � ; �, �,t, �, � _. ;.„ O,G�� CF 5 ; ::�.: } , , .. r,._ �~-•,` ,.: .,• `. :,.�� _ Y, ::.� , � � � �} ,.. l t e �. . , ,: �-:., F„t: ,: .fit'.. ..., t ,,,v , ,I .. -. .:: .•.: � s --...,>-- .. -:. ° �": , .- r.. ,-' i �-. .:. ,. ..: :., •.: :: � :. ^: ..: '_: -. ,,,: ?.. �- I r_- __._ .__.___.______! pp.", t ( L"J _,.., f 0 �1 lj,_ «,..''�. - , ., J ` 7 * ::, .. .... -,_ ::. , . , , . , __.,�.. !•• - \ P \ �:' r: '.^`,. • ,, , , , .°„^ is a;1 , I I =R5 TED TOPOGRAPHY FOR THE FINAL S17E PLAN. INFORMA 77ON HAS BEEN - � }: �, . ; .. A , . tTY„S 4 , � , --�, �? -�' ,- _ t _r- _Ln L __ I , II v SURVEYED FOR UPDA _._ -. § �:, :,' F.. , , 'r .., ,.�..:...: -' .::''...,..': LOT ...I «:, �i tI _ �.!'"- �, .r rr.� I ; ��,� ' N t � UI -. G 1N AUGUST OF 2Q78 ,, t2cC.R 3 r .,.............. L. --�. _ ___ .. :4: <; Lor p FIELD VERIFIED BY COLLINS ENGINEERING a �. { J } __ ,.s �� � ` 95 �j __-- \ '', LOT �� - J i (N r \,,s, �tti a .N ' i; a,. t _ 1, 'tea.... __."__ .__`-_.1..___. 1 1 I -M:. i I1 Q" ,,y iT t � 1 I ,�. i LOT h - a I. � t, � � SEA`I'I A� A f /�. •�--_ I `� �"`'�°., LOT � � is I � s `� ,G, �P,1�1 j , I # s Q - TUM: NAD 83 i ' , n' r :z.. .; I s i DA , -) ;`:::: e 1 J r.Im y " - - I %:y 52 # s' `' ^At9IlENlT1'SPAC I •? LOT LOT I I, a- r LOT f� �.}. c 1 -. ° °P r h `` f { OA RE I o / 4 4.r 53 I LOT LOT I _...::; ; ; , I } ', ry, 1l ' \, i' , , :. r . ,. r r . r 't .., d 9 I .:.Y : l::- 9 + 1 _M EXIS77MG VEGETATION: PAR77ALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AAND EXISPNG , :; ::.. ,.. � rR' I 5a 55 L I �, � r - r�EotivTH i t OT 3 ti \ s 56 i i i,. a i GRAVEL DRIVEWAYS. - r , - I , i O 1 ; ° ss15 � <: ,% LOT • P.00KETxA E;A , I, , ; (�►] \ ti g:, i f - RAS �, 9' t Lar s��<• 1 i J'._ :f '::: OT , 67 , - ( R A VARIETY GAF I :. t ! I D W17N THE DEVELOPMENT.. Lor t:<: is LIGHTING, NO STREET LIGHTING IS PROPOSE ', ; ` 97 r; i :. I;: SpORTS'AND:A J ° x. I M. Io l � B 70 f i r:, ' P :h 1 t ," j 1 a , . A E�$ TD.: K WA i � 'N � �. I 1 �t� S , LOT „ . PE 4 __ 1 7 SPACE P R SfA UNITS =f ., G RE SPACES PER UNIT + 1 LOT IN PARKIN Q r�'' __ PARKING. °, s6 •, P - .:�v :'. 11 i I UNl7S - 20Q OFF-STREET PARKING SPACES 100 SFA �•:, �. 1 ,,��/ o 1 _, ,° r.:-::::�:. ~SCOT � _ ,:. a : :..,:.....' ,� � y,l'" , c +M I j:r a � 1 2. 25 ON STREET SURFACE PARKIN ES , , `1 � : � ....... . - x . . - • : , , , .. , , ' . ,� ;: �--.,>-_ t' 1-� VA, 99 1 , , � :.,,, . � � I ,� - .., r / .� o TOTAL PARKING SPACES REQUIRED. 225 SPACES I.f. I F .. . "IL �, - ; , s h , ,, , . t, - - _ ,, -, i , _, --- N v .r ,: .. _ ,,: ' :: „. , , .:• a z . " n , :: , , , .�.:r^.,,. .,..«..�:,,..w. s`-, -------,-.--- __ °t %f , M;. PROVIDED (MINIMUM 1 DRIVEWAY SPACE f 7 GARAGE SPACE): "'. ,, �ry PARKING SPACES () �� ) , , £,.. , f ft r LOT LOT :. ::: I : .. s. a .. .. ,.. -, :,. s .: ..- .,,. ,., .. -- -a... i f ..a;aF: I' iV:i:i _ i I { , ..:,. 65 W :::. _f.:. TREET PARKING SPACES' 2 SPACES PER LOT 2'00 SPACES W : ;'.. ;.,:: 12 r,'.:'. OFFS R , .-, ,, ,.:.:.'>` ., "_,: � .; , ,� O w I J Er:,�. I ON STREET SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING - 38 SPACES , . Cr > ;.: I ::. •:::.;:; ;:: -: - >::. r ,' ; : ; . ,, , W �, , , , . LOT I . , , l rt I r ...,:..: ::::a :: LOT ! m ... r } ., - f, ..-S3;ACf ES.: sa 1 1,,:, i -i 'i.: 1 I 13 FUTURE COMMERCIAL AREA. I:: <; 71DNAL SPACES FOR 771E 1 `:< " W O e,, r, P ' : NCE' 'ARK # a J c ::: TOTAL PARKING SPACES PRO VIDEO. 238 TOTAL PARKING SPADES FOR RESIDENTIAL UNITS \, :-°, LOT , I ( ;,; , ; �'� .r.,E111ITY-5f AC . ��" 63 i r , i ';<` LOT 1 . { r . 1:.: 1>,., I. i p„� •L :3. 7,'t 'fie 'k 1.R '`\", r ,t J F...a., I I E t g It,,,J i M�q.j)_ I I 14 i �i a \., V .�, ' x,.4.,7 , I -1- } / d t 't1e:.,...d.,. - -„mow-/ : i 8.': E 1' f r ,.v ', �;, s " PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 2 PHASES TTtE RESIDENTIAL ^w r 3 Lor I ( ; , ,\ "�. TWIN;'PLtCKEF;P11R1C 1"[}ESIGi+]ED ;': LOT I t::: _,: , „, .. A« ► LOT L{Or I i :, 15 I r I F::? E ill s o PROPERTY SHALL BE DEVELOPED !N 1 OR 2 PHASES AND THE COMMERCIAL DEVELOPMENT s ,,' ... ' ' ' _Td HOST.A°C,6m, 6r44L,' '« .`; � : ,, pt 62 g1 r LOT LOT I ; �. r f 150 LOT { i I 1-, I s iii "+ 3 ,, TE PHASE. +s t' I 59 56 ; i SHALL BE DEVELOPED IN A SEPARATE - _ e':L9 _ _ UE�3ETABE='€iARDEN:i4(�1D°FllllT , , 57 ; LOT d , i - - r I a : ar s c I j ` 16 i (:,.. C +,� 4 1 i _1_ f d.-.__. i -j ., " s ++ BUILDING SITES.* PARCELS 1 100 EACH CONTAIN A BUILDING SITE THAT COMPLIES Wf7H THE REQUIREMENTS = Q) ___ , - ___,.____-... I _..._._ I , ; %------ OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE -------------- I - -- 1 i i BURIAL SITES. NO KNOWN [ J CEMETERIES EXISTS ON THE PROPERTY. z < ,, \\ \ \ '- I ; 11 >I i ' -~- 1 d� d /�� n :5 L. ,STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY: ANY STREAM BUFFER `% !�-_ \ , � �;: i, ______,.______.___ i 1 ____-__-_-�__,,,_ 3 0 SHALL BE MANAGED IN ACCORDANCE WITH 7HE ALBEMARLE COUNTY WATER PROTECTION ;_ ` s �. ; ? ' ORDINANCE N �`{�!, STEVEN W. OR BETTY C. _ ___-_ _ ° -_ I ,\ Ill >1 WE7LANDSjSTREAMS. 77�ERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. { � ;� , " \ 1 B' f pat �'`j 1` ` 4 P.441� I _t FLOODPLAIN: 77 -IE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD ;'_ I INSURANCE RATE MAP COMMUNITY PANEL ND; 51003C0407D, CI A TED FEBRUARY 4, 2005. f ' ,F tig r > {' ' i <' `, _ GRAPHIC SCALE / ,;, j N L_ ,� , CRITICAL SLOPES: T7 -(ERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON j", ` r �`b \ \`�__�__�__�__�__� - '� - ^ -", 11 THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR 7HIS PARCEL. THESE as o ¢a ao 1sa o 1 r MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND) SHALL BE MANAGED IN - ` ACCORDANCE KIT THE ALBEMARLE COUNTY ZONING REQUIREMENTS , f ' 4�t �� ` N \ -' � , -� --~- --- ` -. �. � , I r `�" 11 _ TMP'lGRETAINING WALLS RETAINING WALLS ARE PROPOSED WITH 7HE DEVELOPMENT AS ,SHOWN ON 7HE SI7E PLAN. ( IN FEET ) , " N1 inch = 80 ft. §� _ EF. JA T. ORR L'isA" A: \ LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WI7H " l `�, - D.8.1149 P.133 \ - D.B.629 P.616 plat _- ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECRON J2 Z9 OF THE COUNTY f: rr--, ,'---_, 41 Tat Sheet List Table Sheet Number CODE & 7HE APPROVED CODE OF DEVELOPMENT & APPLICAT70IN PLAN. 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. 5 ROAD NOTES & DETAILS 6 IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF 7HE 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS z PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION ,PLAN. SEE THIS SHEET AND I�- IWz IH w SHEET 3 FOR ADDITIONAL INFORMATION ON 77 -IE REQUIRED AND? PROPOSED LANDSCAPING IMPERVIOUS AREAS: ROADS 2,03 ac. +n jI� BUFFERS SIDEWALKS 0.86 ac. � Imo BUILDINGS 2.66 ac. J 7RASH: 11---fo EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO &E STORED WITHIN 7HE a DRI VEWA YS 0. 75 ac. Ljj- a- GARAGE Q) TOTAL 6.30 AC (509 IMPERVIOUS AREA) STORMWA TER MANAGEMENT- AN UNDERGROUND DETENTION FACILITY 1S PROPOSED WITH THE DEVELOPMENT TO PROPOSED USES: LOTS: 2.84 ac. -22.57 ACCOMMODATE THE WATER QUAN77TY REQUIREMENTS FOR THE (PROJECT WATER QUALITY ROADS (RIW): .3.21 ac. -25.47 NOTES. - SHALL ACCOMPLISHED W177-1 THE PURCHASE OF NUTRIENT CREDIITS ADDIT70NAL MEASURES OPEN SPACE: 3.65 ac. -28.97 1) THIS PROPERTY DOES NOT LIE W77HIN AN AGRICULTURAL ANDIOR FOREST DISTRICT E=7== -==-0i EXIS77NG CULVERT MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO EARTH DITCH RECREATION AREA: 2.93 ac. -23.27 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. DISSIPATE THE RUN-OFF FROM THE FACILITY. (127, 625 sf) 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. OFFSfTE EA ALL PROPOSED GRADING SHALL BE CONS7RUC7FD ON SITE OR W77HIN 4) S7REET 7REES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDAIWCE WITH L) r1 sq lay Klock 0 _ __ ,,-, ,..-- ,,,,m„�., ..�„_.- __-___.-__,______-,_ .._-,___-_..^ Rostden!;a I ;,ton-i�eiititmriw I � _ TABLE3v2. Dew;It`y€ F�wli$flons -:.,m _.._m,. ,., - "" CULVERT EXISTING RIGHT-OF-WAY NO OFFSI7F EASEMENTS ARE PROPOSED VDOT AND ALBEMARLE COUNTY STANDARDS _ 1f, ::«--.-- wr," - MaxI�' WITH THIS DEVELOPMENT. 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, + l -,L_._._ `�:,. .,__. pil'�E ^^±, _ __ _. __ ISJit!{. ,s.Ir.3_Y viii e - -- --. ) ry } t° t. "1 " P $ .... {vtiftZk'a IEtt�{12. ..� i l {"Ir! 1 i ti $i4. '�} kSfi f'' 00 I 1_, o BENCH MARK 8TH EDITION CODES 230 WERE USED FOR THE DEVELOPMENT ?*k 0,6645. G. t r . ' 14' ,_ ..... .' .-,._„_ _ ._. _.-_�_ �,.. _,,,-, .-...; �.'+'- .., ., �,. r, Mr om R ,uT r't;ar Etwellrr , (imt� 00 Uri;t i AFFORDABLE HOUSING. AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANICE wj THE PROPOSED 100 DWELLING UNITS a i' GF g _ __.. _ _ _. _-- -----__-_ _� - _ __-_,_, g :,,. � ,, ,. €oi Nut r, � Vit t { (,, ,zt� Pi o_, ` rc ° JI(),a m :,s I PROFFERS THE SPECIFIC AFFORDABLE UNITS' SHALL BE IDENTIFIED ADT RATE - 5.86 VPD PER DU = 586 ADT 293 ENTER 293 EXIT � I ) C 3 ",AL• 7 ,, y,4 _ _ ...... ... ..... . �.t t 50,00 � `�" .' a I �sIr, Flow w THE FINAL SITE PLAN, j AM PEAK RATE - 0.44 VPH PER DU = 44 VPH 7 ENTER 37 EXIT ) C. 4. ACt pr,:IrIl1"A, _.---.__' ____ _.,_._.__ _z,. t� �rrw _.,. ._. ___,.. �__ ..,..._"., I_. PM PEAK RATE - 0.52 VPH PER DU = 52 VPH (35 ENTER/17 EXIT) +_ "toy AC: 1 8 .16� ti 6} THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE, r - ,� I 1 a -s' t; , LU Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITIES, GRADING &DRAINAGE PLAN 5 ROAD NOTES & DETAILS 6 OFFSITE SANITARY SEWER PLAN 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS 8 TOTAL NUMBER OF SHEETS T=i J p E DC g Lfl - .j z > I�- IWz IH w IW +n jI� ^� wI- z � Imo 0 J � 11---fo a C) Ljj- a- V Q) o 0 8 TOTAL NUMBER OF SHEETS J g > +n ^� 0 END C) V ROAD C3 E=7== -==-0i EXIS77NG CULVERT EARTH DITCH 0 CULVERT DRIVEWAY CULVERT - o A DROP INLET & STRUCTURE NO. o BENCH MARK 111 41 a CURB E - - - - - FARING LIMITS 7S Q CURB & GUTTER IIs LU �i PROPOSED PAVEMENT 0 i a) EC -3A DITCH -----2---- EXIS71NG CONTOUR � U) a 0 _ DEPTH OF EC 3A DITCH - 2A0 PROPOSED CONTOUR M JOB N�' 0 �» 112066 ❑ MOT STANDARD STOP SIG I -v EC -2 DITCH240.55 SCALE - a r-�' PROPOSED SPOT ELEYA77 �" DEPTH OF EC -2 DITCH ill = 80' a m SHEET NO. 1 73 = /6/1�-//f 10' VEPCO Fsmt. &462 P.116 ,B,288 P,80 0, D,35L 526`3�',) P0, 6 0, Fl226, 227 PLAA'll- Servfce Esnrit. D3,221 P.305 JAN P. aA,­T-YEN, LINE RADIUS ARC DELTA CHORD BEARING CHORID ; C1 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"91 C2 788.51' 84.68' 6'09'11" J jiIk ox, 89.64' 1 217'21" 1 S3439'00"W , 89.64" li ias' 10 u CO u uj C WS 9J fl Y 1,3� HLIN"I' Z n, ? ELK -171 qptl t (n V, BENCH MARK IS TMP.90-35 CHARLOTTESVILLE GIS Lu Lu D n n n i1f, 1�� �Imlkl� 10' VEPCO Fsmt. &462 P.116 ,B,288 P,80 0, D,35L 526`3�',) P0, 6 0, Fl226, 227 PLAA'll- Servfce Esnrit. D3,221 P.305 JAN P. aA,­T-YEN, LINE RADIUS ARC DELTA CHORD BEARING CHORID ; C1 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"91 C2 788.51' 84.68' 6'09'11" J jiIk ox, 89.64' 1 217'21" 1 S3439'00"W , 89.64" ias' 10 u CO u uj C WS 9J fl Y 1,3� HLIN"I' Z n, ? ELK -171 qptl t (n V, 7 Lu Lu 'k, J I 10' VEPCO Fsmt. &462 P.116 ,B,288 P,80 0, D,35L 526`3�',) P0, 6 0, Fl226, 227 PLAA'll- Servfce Esnrit. D3,221 P.305 JAN P. aA,­T-YEN, LINE RADIUS ARC DELTA CHORD BEARING CHORID ; C1 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"91 C2 788.51' 84.68' 6'09'11" J jiIk ox, 89.64' 1 217'21" 1 S3439'00"W , 89.64" 10 u CO u uj C M -j 9J fl Y 1,3� HLIN"I' Z n, ? ELK -171 (n z 7 Lu Lu 10' VEPCO Fsmt. &462 P.116 ,B,288 P,80 0, D,35L 526`3�',) P0, 6 0, Fl226, 227 PLAA'll- Servfce Esnrit. D3,221 P.305 JAN P. aA,­T-YEN, LINE RADIUS ARC DELTA CHORD BEARING CHORID ; C1 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"91 C2 788.51' 84.68' 6'09'11" N09'19'54"E jiIk ox, 89.64' 1 217'21" 1 S3439'00"W , 89.64" 10 u CO u uj C M -j 9J Z < 10' VEPCO Fsmt. &462 P.116 ,B,288 P,80 0, D,35L 526`3�',) P0, 6 0, Fl226, 227 PLAA'll- Servfce Esnrit. D3,221 P.305 JAN P. aA,­T-YEN, LINE RADIUS ARC DELTA CHORD BEARING CHORID ; C1 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"91 C2 788.51' 84.68' 6'09'11" N09'19'54"E 84.64! C3 2243.84' 1 89.64' 1 217'21" 1 S3439'00"W , 89.64" j QHN�O'N ,Y C. N� 0 R BETT N, To,,P, J3 ii I P TMP.90-27 i) S,221 211-�,ik`j` ��. D 1626 P 715', ti --2 616(plat),--, g 9 ,U.[?.JJ,, an) 'N\ D.,,%,1241- 461 j" r. ii D.B.629 P.616(plat) I % D 8.554 P.,441,(pjat) 2, GRAPHIC SCALE "Ai _0 -,4, m "J V j 50 0 25 50 100 200 o -J, % �14 A -A- I SA D, 8 M*TERj Y % D. B.' 29' P.616 IN FEET 1149 PA33 I inch 50 ft. 63.554 P.441(plat) (plaf) N JV1dZZ"cj -2 ba r4 B, -AS, 28'16,� P� 267 ""I" U3. '37 M -AT mow SCOTT R. COLLINS� No. 35791 � -101VAL V�Irl (A U Z z 0 10v 71, -2 ba r4 B, -AS, 28'16,� P� 267 ""I" U3. '37 M -AT mow SCOTT R. COLLINS� No. 35791 � -101VAL V�Irl (A Z z 0 < 10 u CO uj C M -j Z < (n z Lu Lu ce LU -t m OR— • 4w Irr bi V) 0 0 W 0 U) V) x W (D O U) 0 u 0 0 0 0 0 TI 47 E 0 0 O 0 cn cn 0 -2 0 A-- 0 CL 0 E W Cn 0 CJ0 (D CL 0 7 0 x E 0 u 0 101�7-1�r " T1,111M,"i 0 -, _ _ - --,-- � a f," 8N " -j,;�, bi��, 1, 1 , , I � i I 11 � I � � 16", � � , 5 , 4 3 " , " I I � 01, i �, � q� I 11 �- '. 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COLLINS � { ( D.8.657 P.234(plat) I STATION 105 % Q _44 - .. r ( �, E 14 82'334.683 U No. 35791 M t \ ELEVATION 527.7* .4 � t V � 1 � C \ \ °ti,, 1\ � ``•, "",~ t 3 � � � � IpNAL E � Ld LLJ ; i J f l 1 fr ! l II Rlc S£ A hP ° ' ' / / l ij ( 0 Ld v 1 �' f r' cn TMP.90 35A1 f l � i °� '` / / .r \ r \ `\ \ 0 � ANG HOLDINGS, LLC�, f� ! � ` `\ `` �"° ''^ � TMP.9D-35V o \ S1`6 40, ✓ d/ % l' I2`� E % '� I �` i^•, \ RONAYNE LLC 119\33 (tie line D:$.1026 P. 715 el ` I` l� % /' f / `\ `\ .., ,. � D.8.471 � P.402 ' D.B.657 P.234(plat) s3o -, ( r" -'''` 1 //7 `� ;! / f j / 1,,, Y 8�Vie f 'f ,'� '" �' r �'\ N ( t ,� D.B.�,Tfl lat) PROPOSED SANITARY SEWER (TYP.) I MRS OX � � 1\ `� � :L ^' � � � •- =�'' �, � �i e r/ l � r% / / f f '� � /% / ' � �C � � )O �B.4iat + N \ �\ BENCH MARK IS SURVEY CONTROL , M ! r�r �, d /r ✓ o 1. POINT T-6, NAIL AND FLASHER - i r'%/�'� 4 % % ! ` r' �/ s / ° e �. '. \ S I N3883416.519 !'' `rte r ✓e; fes/ /f %f l� / f i` ." f ti S S t c s ` E 11481275.577 `:i' ✓ " `~i.r %.� �, jf / fif d f I% ✓' S S _F S S \ "x ELEVATION 649.10 e 64 r f / / �r J e✓ f /' % f / ,� S PROPOSED 'WALLS 'iitt'I��7sz I a t i" r'" '` ` ✓ - - si4r /� f ! ` f f� /� ! : ! I FRON4 c0R � • .,_ ..-, _.. _,_.., .-°-„,,.• ,,•,,, ..M-- .,.;-' -ro. ,- .,_..- ,./' ROPOSED WALL ;• \ 0 � � i 7'tw""1' R ..✓” .,- -.-'` ._ .+ -,'"`r"" .s-' ...- .✓ ^"'f / ,... / ,°/ ✓ � ` s t,'i;r fy+ PROPIOSED FIRE r ,-' -` V J j / ' `i^,rr f / r t•a.., � � ,, ,.,...• � ,W-° . ."'' r�, � , � '• ,.,,.: ter•• '"-' f"•r '.' ,.•0 1 f '/ ..✓ O r'� /' � f � �"f r a , � C. * �~ "� t 1 � Q 6 /57.p HYDRANT(TYP) „ r5Q--' r / s / !IF;{i z 7'59;'4 4' � ��� _., 4� �° 643. N ; ... - , .�° ,. �'' , 7.38 7:34` � - A,,. : 2 _ — c1 � � � X— '" s ,� S5 2 44.9 : AuLe �S57 4 , �� P - ' � — � t , E — — — r, N y _ f N r / —--- —— S S S 5 S S S . S S S— $ _ I co {.t 4� -4 t 1 d r :r I v ,t'u w0 [n e r I L• i 1 t C I .p' aC • I / ... .. , ...... .... .. .... ..'.. ..... ....•.;.;. :.:'..: .._. •:•. .:.•.::: , .. •.•., ....., •.:: ,. ....... I ... I • I .. I ... .. .. .. .. .... ...... I . .•.. ".: PROPOSED STORM SEWER YP. i _ � I I I I N _ 6 . r 7 { d i 4 I j( I t : � f I q' 4.. I 1 . �. c ' % l i I IAL FUTURE COMMERCIAL <� I W P D YARCe O OSE -} \ • I I ` . I , BUILDING PARCEL C : LOT LOT LUT\I _ LOT LOT LOT LOT I _!. , a t o i L L T LOT LOT ,LOT 1 T I LOT LOT LOT. Lb LOT LOT LOT LO' LO LOT LOT i LOT LdT LOT LOT LOT I LOT I \ ( t t t 43 z 4 39" 3 6 \. 4 z o i9 zg7 z6 2 �4 1� APPRO&1�3}CA111 O `, 1 A' PE f9ASL1NE \ $ j �\ 7 t �,, 4 o i �,.- I 8 37 , 35 3 33 3.. � t . � �1 3 5� ', 23 zz ,� I z1 2t7 19 i -- _ \\\ \ 4 i -- _-- - -- _ -- _ _-- L _ I PROPOSED UNDERGROUND MON. LibT 0 - - -- IDETENTION SYSTEM d d i 'A. }, J s yr ., � I \ I �;7, - 0PROPOSED WATERLINE (TYP.)» � » . p ...... 'e �. � ` \ \ ''' ,t '4 \ m m � , �► M M M \ 'erox Pca Es rr �.a \ $ ;.: ,, » + . • , ° , • , , k �` Sx - IC REST a _ _ "'�\ \ ,462 P.116 0 \ � O .. -PROPOSED FIRE � Bl; \ I P .B .- HYDRANT P. RO O . �, A \ , _, ,. •. °: :.'� • . ' • » .. • ° ...(N ) w t .288 v. -. \ i 1 0 k 1 1 \ . , \ t1 �i-• \, 1iK V *' " w by ' " • • ' + , . `t' + b *,t. �. S`1 ;,' .. `•i i' ' ij' • 4 ;K •+' '\ , • , C \ r. PROPOSED WALLS '. �: :., . , . » • ' : ca o y PROPOSED STORM SEWER (TYP041, LU . i . r ' v t - 9 ;.: LU r - 1. •; d` / S » : ' t > I • max ». »s, , \ , ,•: ,'' PROPOSED STORM SEWER " p } ° LU . 1 '�, _._., � .'::.• .. � ., . .. ..... 00 SLOT i a , » ,�+» , ';y q:a ��`, { � � . ..:. „ ,. I .:..:•,.,.,... . » , ° . » - » . • • , .PROPOSED WATERLINE P, y I e „ . . EXISTING R/W LOT i > 8 , ,. LINE n � '•' +, fi - Uy > e I V N O% F M • 4.m- » .rt », , - aux -ti t L v, •. :. - ,.... LOT . •, \ � . , tt , 9 . , / ,ti . • a.. , . ; � .. , ° .. • �" LOT � f` tt G5 I / 47 . , .. - \ .. PROPOSED FIRE I t "4 r • x �c ,i r'w cYi i j- r I. r -0 to � 1: :• f f I •�• x I � . HYDRA TYP. \ LO t P .�.�PR P ED Pa F� • �.:: .. I— ANITARY EWER t OS S S wA At�. 3 r" 4 . J' 1 r _ t1� " a �` ✓ µk� - , IY. j/ • �, f (� Q% a v r t .. LOT 0 an "0 3 „•p4 a \ t� i � a N 5 P x •d Z i + x » e » �, t0 � ri I x ci 1 4 1 r I I e, \ \ I L -fit • � °�a V�- \ l -- L r -rf 4 cv os o a ''• a k z ` xi+ 'L e $ c+� r > t LOT I t •a C71- I M �y \ T l .e tic:;',::,:: •} ,' ...,..,:::•: 7 a O i I LO � t :.y i. I , , ». .. .8. X15• .# �'2 „ . , , » „ q : :k »r : ,� . >" � a, r »: C6 C620 , �..... tt i � a , P < '�• : �° I: LOT i a 3 Y, I � � w-- a t5 o r~ .... .. ,. ... t \ ........ � :Bw aft. . ( t• ,,, . , , s a r � �r, 1 " f .+ CL � � \ �, � \ ... � \ • . : 7 \ \ t ,, .. , „ „ .. .. „ .... .. , = A , °'.; � < � F A roximat , \ i I z Servic � s t L t OT r. ,�� :"� � �,,#� ,• L ► ri, �; o Va ublic •.mY .. s,x 04 N016 L 4,9.. ° Y Z To LOT •, � i -�-_ �VDK Q 1 _K. L �r � < r . , . , I : I I , t : ....K.,._ LOT r I ..... .. .......... L6T. � . . d . .. ��, „� UP .p ,, Z t V I 13 » r • , a f �� 1 / e " » \ • » - r e u ..PROPOSED UNDERGROUND <� `"»t®-' '; U) DETENTION SYSTEM W �, PROPOSED WALLS ,, . ,� -•. „::. � � I ,.' _ :.� >, LOT y , . I, IL9 mft o I \j, \ � � `t PROPOSED SANITARY SEWER P. t � ! LO :'r x; t J 1 8 f I 1 W 4 � •• f I -� .� S z i T 1 l k R POSED UN m P O DERGROUND I I U t ' r t� , a� t 8 LOT l LO T I , `'�'1��.: DETENTION SYSTEM \ :I z W 1\. � L T OT 1 1 \ [ n a � 6 • V f r 5 � � M z } t I LO I f t •, e 't \ \ 9 > I U • • I ,fi t H I i I {j J 4 r : n »1 • , s L : LOT t . \ \ u> W \ 4 l \ I I t ''1U• I' k ra A !` I I— f \ r » , Hca -� 1 � , t y �k !° T d J `o � s in 1 / t i l t .� . CD 1 j T 1 I 4 1 9 \ t t �M W I t t '. F- H J� z w - t r 1 f3 , { W z i I `-s W JIL :z , � % a � V` 1 {, ,j , + . « .. » a.. _ ' , s w , i :-' .. r � .e:-+,_.,-,_._ a •1--�„r: .s .! � j ..a � � W • m• a,a -., •. .. :•..:•: >:.' fib` a » + . LOT ikD ( I I — i • N Ij 1 ' • PR�POSED WAT RLI ; Y r• ... 1 :i; �;LOT I r r � rn , 1 g I V ., I m m PROPOSEDSANITARYSEINER" TYP. • c LOT ... d Ci 6 PROPOSED STORM SEWER YP....... LL \ /' i PROPOSED STORM SEWER P. .. \ � / f � 3 � .. y \ ( f ( �.` 'r. .,: � � s»!`'• 'S.�•• !� ` # � PROPOSEDFIRE�-• .� , : � �f ` '» " • • • \ f HYDIRANT P. o GRAPHIC SCA, TIE IN TO EXISTING WATERLINE V: .,. .,, ..» .„ »,a ..,»� ,,, , , +. °°° .,''; R., 463 �/ / i r : LOT _ l l I I ' : :a :;. 14 1 so 1eo \ '( _ / PROPOSED WATERLINE �/P. ` I I y 40 0 40 40 � � { 1 '4», jj � � \ }j. Y ' 1M • , �` ` .7I ' a .�: ` ° a •+� e • : I„ro »'?ar» 1 � i 1, � � i' "�,�» " �R� 2 < > [1 9 • +t • '1• �`1 ' 4•»• • • p / , ,(f x,. ::1::::.. LOT 'N °1 :.. LOT r I I � 1 l I L. t / 1 f r . r• OT x. 4 A� t 1 1 OT , P l t S \ tL 1 � I r / 6z I ,s a L T x h V .. e j e I v va �T • � : 0 LOT; 1 � I s � o » .A m `�. r 1 I � 6o I' LQ a �, ' i ` I 3�°� r s a \ 1 d & T P i• / 8. I IN FEET � \ 5 : f t � a��� 57 79 r . . . , a ; �� °., •• `\ 4 4 ::, ;. „ . , .. tip',.,'. , »_» : „ T . - • - . .. .. • - . • • . \ � r , S t. UB. R` �t� P ,, *+-» •, ,., z+'--•••� }'••s .-a' t. *.; A t 1 inch = 40 ft. I • - • . , . , •' .. ..- �•t. _ - ,: " PROPOSED YARD DRAINS (TYP.) \ y �` '````* '`w, � � � � �NVERT \ .,. ° r ., , a- ,,,.,,� •,,,r'y', -,.,:, ;y,. ' '� � z - .I .M , + , i SS a� `- r � ' r �' , , ; �; ; ;� �,,._ ,,, •,•„ �: ; PROPOSED UNDERGROUND o x - - - =- \, �309.�24 , , � . 7 � t --- _ , -�-•.. �- _ ... : , ; � ��y" .I#� DETENTIONSYSTEM 624.7 t�'�r�•i LU yl rte,. i UP E INVERT t i1.8 °, <. I. d ., o f" 209.75' ' ,�.�° ` o w CURVE TABLE I i ) ) / '� wv ROPOSED EWE (TYP.) vD — - " � '� .� �. P STORMS R P. _ � o t { wal ii 1 t ` H RC IFT'A1"P ' - A 'H JOB NO. m LINE RADIUS ARC DELTA CHORD BEARING CHORD .' C1 1115.92' 11.53' 0'35'32" N05'57'33"E —11. 53'1; C2 788.51' 84.68' 6°09'11" N09`19'54"E 84.64 C3 2243.84' 89.64' 2'17'21" S3439'00"W 89.6 '' -AV f f ci ottl�lE ur ,.. "\M Q j V 1ji y� LL J � usoN, s�1Fv�rw w o .TY c. ,. �. ,, � '� \ ��� , � 'ti ���� ' ��` � ;, � ��� � TMP so -2•r,. ,� -'� ,; � 112066 7 SIGN _,_,_-_— -r ��` c jn, a. ..J>, L SCALE a P.715 � �, \ \ \, \ � �` �. '°�, �._ rt � --COT 7�A- J A roximate ..--�~""" w 8.629 P. , R_NERSr,�r1�CKEDANTZ p � �� _ f ' sa 1 ; \ \ "\ *' t):8. 7244 P. 481 ,No Public Service t-Smt, , x � U "' 1 — 40 0 24• a 0► 4 l pla �, �, °' D. . ry �- ETN — /f �,.x� �, t � \ �,, � ,' `j, � , D B. s2s P. s7s PLAT ,., B 221 3£15 -�. ,' °� cl.: a INV OU �, i y j D.B. 530 P. 184 P 1 1 SHE O. f Q2239 1 \ \ I� t U) /O �� GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONS7RUC77ON. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. 7HREE (3) COPIES OF 774E TEST RESULTS SHALL BE SUBMITTED TO 7HE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 15 NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED K17H THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 7HE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMA7E EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT 7HE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA 77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 11, THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MfPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND f7LL MANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND 41774 A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1, THE LATEST EDITION OF T74E ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONS77?UC77+0N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAIY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W77-1 SUITABLE MATERIAL TO THE' SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 174E EN77RE EASEMENT OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD IN7ERSECRONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC7ON OF THE SUBGRADE DRA INA GE: 1. ALL PIPE CULVERTS', EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON 774E PLANS, OR WHERE FIELD COND177ONS INDICATE J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG771 AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 771E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEM'EN T- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 7HE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHO KING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, !I, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 774E INSTALLATION OF THE AGGREGATE BASE. IN 771E EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPL Y EXIST GROUND EXISTT, GROUND EXIST. GROUND � ,, _ _ l EXIST GROUND r EXIST, GROUND EXIIST. GROUND r NOTE. • PROPOSED LANDSCAPING TO i UTILIZE OUTER 3' OF PLAN77NG STRIP i RfW PER 3' CLEAR ZONE REQUIREMENT C� t. THE DETECTABLE WARI%M SHALL BE PRCVIDEO BY TRU14CATEO COWS, CG -6 Z DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED UST FOR T 5' NIDE CONCRETE 3' CURB &GUTIER SIDEWALK ICLFAR ZONE 1 THE REOL"REMENTS OF THE SPECLAL PROVISION FOR CG -12 DETECTABLE WAANiNC SURFACE AND SHALL BE SUBMITTED 70 THE ST 40AR DS AND 2X 2X �I R� 4' CONCRETE I SIDEWALK 4' WOT 21A STONE BASE R,1W I4' CONCRETE I SIDEWALK 4' VDOT 21A STONE BASE / 6 PLAN77NG 4' VDOT 21A STRIP S70NE BASE 5 6— PLANTING S7RIP ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUC770N WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE 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 MATERIALS AND CONSTRUC7ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 774E APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STAERILIZAT70N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, I T IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED„ ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS I11. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY ((29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAWING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT,, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. POINT OF CG -6 FINISHED GRADE CURB & GUTTER 3' [CLEAR ZONEI SURFACE F -1 2x 2X �— 6' PLANTING STRIP SUBBASE 51 g rp ^t w 10' 10, GRAVEL LANE) (7RAVEL LANE) 24- FIC -FIC Rvw 5' NIDE CONCRETE I SIDEWALK 1 1 ' 1 TYPICAL NLNIGHB0)?HO01J STR ffT SWTION (4f.9' B/lO) LOTOL.4 RO,4,0 (PUB"C ROAD) CS--SS.4R R�'S.WrATZ.4L & dfZXrD USE' SUB1 MISION STRLXT MSICN SPL'L'R..• ,25 jfpH OJT -STRe ffT BUdfROflT P.4R"M ONLY NOTE.- RIGHT-OF-WAY WILL WDEN IN LOCATIONS OF 774E BUMP -OUT PARKING SPACES PLAIW77MG STRfIP 4" c� 4' VDOT 21A STONE BASE CG -6 ICG -6 CURB & GUTTER POINT OF 1 FINISHED GRADE CURB &GUTTER SURFACE 2% 2X 2X T__'�:6' PLAN77NG ypp STRIP Sg1pf�AE BASE SUBBASE Sig T 10' 10,_ l 5 6 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 56' R/W TYPM4.L N .16!HBORHOOD S`TJ?lr 'T Sf'CTION' ('56 P..4UPHlN 1V"Vr (ff BLIC ST"") AMC XA MT 104 COURT (P"VdTr ST"") ) GAS--SSWR . 171,l►L'NTIAL & JflXLY> USB SUBIIIVISION ST"" VffS.XN SPL'L73.• ,25 .1OH PA)WAV ON OIL' SIM ONLY EXIST.GROUND EXIST. GROUND R1W 4L' CONCRETE I SIDEWALK 1 1 � 1 4' MOT 21A STONE BASE ----------- EXIST. GROUND EXIST. GROUND I R! CG -6 I POINT OF CG -6 CURB & GUTTER 1 FINISHED GRADE CURB dr GUTTER 4' CONCRETE SIDEWALKC I -- --_ _ ----- SURFACE ( 31 2X 2,t 2X EXIST GROUND A/ iiiiiA 6' PLANTING ' DT SE SUBBASE BA" T STRIP 4' kVOT.21A STONE BASE £ S703YE 70' 10. s 5 EXIST GROUND (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 56' — RIW TYPM4.L MfICHBORHOOD S'NTRWET AY CTIOAsr (60 ' R/ -)Pr) BLRArYN LANE' fIFUMIC ST"") 6S=SS,4R Rt ',SllJl'N7I.4L cik &.ZXffV USE` SUB.VlVfSION STRti" DL,!►lON AS'PAZP..- ,25 &PH FMAMV ON ONr SZOT ONLY 6" MIN r v + STANDARD CIS -6 CURB & CU T TER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WiD TH) A" 1'1'Shll"r 4" 21—A STONE BASE CONCRETE SIDEWALK NO SCALE NO SCALE CG T2 NOTOCCUPONENTS OF CURD RAMPS 00D *$T OF THE FOLL,4W040 • HYDRAULIC CEMENT SIDEWALK TDEPTH IN WKS, AREA IN SOUARE YARDS1 y°� �y ,A�13� ,�yyy- I"NGt'tr°`tii.. NOTES OR TI FSCURFACE ARDS) t. THE DETECTABLE WARI%M SHALL BE PRCVIDEO BY TRU14CATEO COWS, (AREAG-2 pDEETTEC'TA�BLE WW NRNG , INSOUA'RE YAR EACH V THE ABOVE ITEMS AS A $EPARATE PAY ITEM AND SHOULD -RAMP. Z DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED UST FOR W SU+AMARIZED FOR EACH CURB CUT DETECTABLE WARNNG SUFA.CE:S. PRODUCTS NOT ISTED SHALL MEET SifDEWAL . RAMI' 12-1 MAX THE REOL"REMENTS OF THE SPECLAL PROVISION FOR CG -12 DETECTABLE WAANiNC SURFACE AND SHALL BE SUBMITTED 70 THE ST 40AR DS AND 4184 MAX SPECIAL, DESIGN SECTION FOR APPROVAL. - 1, 3. SLOPING SIO`5 OF CLI'RB RAMP MAY BE POUREO MONOLITHICALLY WITH RAMP 44 -- - FLOOR OR BY LMNG PERMISSIBLE CONSTRUCTION ,TONT WITH R£4LJIRr:' RARE. 4. IF FLUOR 15 PRECAST LUST BE B RAMP PROVIDED FOR PROVIDFOR DOWEL. BARS LSO THAT ADJOINING FLARED 31D�S CM BE CAST 1114 PLACE AFTER PLACEMENT OF MAX 10 TYPE A 6, .rz€�UIRED S AAr— TO No, 5 X S,, PLACEO I, CENTER TO CONTEri ALONG :80TH SIDES OF 71 RAW FLOOR, MID -DEPTH OF RAMP FLOOR, PERPENDICULAR MINIMUM CONCRETE COVER 1�`T°°. � �. 6. CLUB I CURB. A40 GUTTER SLOPE. TRA.hM7I ONS ADJACENT 70 CURB R'A1SPS ARE INCLUDED iN PAYMENT FOR CURB I CURB AND GUTTER. � • - • - arc;;- ''. AN ACCFS5f8LE ROUTE WITHIN THE RIGHT OF WAY CF A HIGHWAY FACILITY - P:I MAttM'Y - CROSSES A CiMB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR IMDNEXISTENT. THEY JOUST BE LOCATED WtTH14 PEDE5TRIM CR455WALKS - NO SCALE CG T2 NOTOCCUPONENTS OF CURD RAMPS 00D *$T OF THE FOLL,4W040 0 CL i HYDRAULIC CEMENT SIDEWALK TDEPTH IN WKS, AREA IN SOUARE YARDS1 y°� �y ,A�13� ,�yyy- I"NGt'tr°`tii.. NOTES OR TI FSCURFACE ARDS) t. THE DETECTABLE WARI%M SHALL BE PRCVIDEO BY TRU14CATEO COWS, (AREAG-2 pDEETTEC'TA�BLE WW NRNG , INSOUA'RE YAR EACH V THE ABOVE ITEMS AS A $EPARATE PAY ITEM AND SHOULD -RAMP. Z DETECTABLE WARNNG SHALL BE FROM THE MATERIALS APPROVED UST FOR W SU+AMARIZED FOR EACH CURB CUT DETECTABLE WARNNG SUFA.CE:S. PRODUCTS NOT ISTED SHALL MEET SifDEWAL . RAMI' 12-1 MAX THE REOL"REMENTS OF THE SPECLAL PROVISION FOR CG -12 DETECTABLE WAANiNC SURFACE AND SHALL BE SUBMITTED 70 THE ST 40AR DS AND 4184 MAX SPECIAL, DESIGN SECTION FOR APPROVAL. - 1, 3. SLOPING SIO`5 OF CLI'RB RAMP MAY BE POUREO MONOLITHICALLY WITH RAMP 44 -- - FLOOR OR BY LMNG PERMISSIBLE CONSTRUCTION ,TONT WITH R£4LJIRr:' RARE. 4. IF FLUOR 15 PRECAST LUST BE B RAMP PROVIDED FOR PROVIDFOR DOWEL. BARS LSO THAT ADJOINING FLARED 31D�S CM BE CAST 1114 PLACE AFTER PLACEMENT OF MAX PRECAST RAMS FLOOR. PRECAST COHCRETE SHALL BE CLA$$ A-4, TYPE A 6, .rz€�UIRED S AAr— TO No, 5 X S,, PLACEO I, CENTER TO CONTEri ALONG :80TH SIDES OF 71 RAW FLOOR, MID -DEPTH OF RAMP FLOOR, PERPENDICULAR MINIMUM CONCRETE COVER 1�`T°°. 6. CLUB I CURB. A40 GUTTER SLOPE. TRA.hM7I ONS ADJACENT 70 CURB R'A1SPS ARE INCLUDED iN PAYMENT FOR CURB I CURB AND GUTTER. 3. BY THE MPS CNGGwWM.TT01�Y LOCATED TCO 6D AS PROVICt��A n�T[�EC7 OR AS WHEREVE�O AN ACCFS5f8LE ROUTE WITHIN THE RIGHT OF WAY CF A HIGHWAY FACILITY - P:I MAttM'Y - CROSSES A CiMB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED, OR IMDNEXISTENT. THEY JOUST BE LOCATED WtTH14 PEDE5TRIM CR455WALKS - AS SHOWN Otil MANS OR AS DIRECTED BY THE ENGIWER, AND S1+OIAp NOT - TYPE B BE LOCATED BEHIND 'VEHICLE STOP LINES EXiSTiNG LIGHT POLm FORE HYDRANTS, DROP INLET%ETC. ACCESSBLke ROUTES PROVE A CONTINUOUS PARALLEL UNO6STRUCTEC. STABLE. FF,4 AND SLIP R£SISTA I' PATH CONP&CING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN RE ABPRDA;HED, ENTEREEJ m a AND USED BY PEOEST'RIANS, B, RAMPS MAY BC PLACECOON RADIAL OR TANGENTIAL SECTIONS PROV D THAT S.�i4 THE CURB OPENNG IS PLACED WITHIN THE LIMBS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1St#IAit, REIRRE-4DICULA4R TO TH£ CURB. . ,)K* - 9. TYPICAL CONCRETE SMWALK IS 4" THHiCKC WWN THE ENTRANCE RA9CANNOT ACCOMMODATE THE TUR44 O R€CtU64EM€NTS OF ,ANTICPATEt4 HCAVY TRUCK MIN TRAFFIC. KFER TO STANDARD CG -13, C4'MERC'k ENTIRANCE U AVY 4` AT f HtVTHAti TRUCK TRAFFiCA FOR CONCRETE DEATH. «B" EbGE PauEMEM€NT 10. WKLY CURB RAPS ARE a,SEO IN rQNViCTION WITH A SHARED USE PATH, AT )KX , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALT. BE 7iHC WIDTH OF THE SHMED USE PATH, 11. WHEN ONLY ONE CURB RAMP .S PROVIDED FOR TWO CROSSINGS CDIAGONALI, TYPERPENDICULAR A 4' x 4° LAMING AREA SHALL BE PROVIDED TO MhF€UVER A WFEEL.CHAIR PARALLEL INTO THE CROSSWALK WITHOUT COIN INTO THE TRAVELWAY. THIS 4'K 4' LANDING AREA. MAY fNCLUDC TWE GLITTER PAN. 12, ALL CASESWHERE CURB RAMPS INTERSECT A RADIAL. SECTION OF TRUNCATED COME us CG , CUs AT ENT@RANG£S OR STREET CQWN CTIQM THE OETECTABLE, c WARNING SL#€FALE 5HALL HAVE A FACTORY RADIUS OR BE FIELD T} CT p Q O Q 0 -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. _ .z QQQQ ,IQ 00QQQ0 00000 000000 Q 0- L IN RAA" 6 0 0 0 0 0 0 0 0 0 0 0 Q Q O0- . Z W V) 0 0 Q Q Q Q Q 0 t i C b C h Q 0 Q Q x TOP OJAMETF9 a? CrOCS 00AaQ0 0 a 0 Q 000 T R Cb Q Q Q Q Q Q 0 0R 4 4 CT Q Q of_-_, AE O G iR�TECTABLEIM4 SEE NOTE I2. i.4VARIABLE PULL A RAMP' FLOTS OR. __ O IDIOT DETECTABLE WARNING 'TRUNCATED DOME T L INSTALLED ON A RADIUS DETAL DETECTABLE WARNING a) O DETAIL S aar CG -12 DETECTABLE WARNING SURFACE ROAD AANDWDGE STANDARDS (GENERAL NOTES) 105 SHEET 14OF 5 REVISION DATE: 203,0,5 07i15VIRGINIA DEPARTMENT OF TR94SPORTATMN4 5'02 TH Y-+ SCOTT R. COLLINSI4 No. 3579 4b_ 1_ONAL z Z J 0�m U) I a J H o El W Ce Tim z EAG � w w z c� rp c 0 �s 0 Imp 0 L) c 0 U a 0 U 0 U 9 U) 0 CL i 0 O O W Q c 0 F—-4 0 1— a Lu m a Lu0 u0 L JO z II --1 w W Li Z Ca Z W V) J J O O II..� T L vQ a) O 0- 0 x (D 0 as Q s v b0 Lu n CL W afl8 NO. u) 112066 0 a SCALE AS NOTED az SHEET NO. /0/,�/l0 MH-22 STA:o+oo.00 RIM:528.00 M ao MH-g STA:4+2 4o TH OF INVOUT:520.o TO MHao ST RIM:525 �Gl 530 RD :o+89.65 I.-s27.44 INV IN: .88 FROM M 2o COTT R. COLLINS _ INV IN:52g.55 FRO MHai INVO :525.68TOMH No. 35791 Ja INI OUT:529.35T MH-9 ---� I A JV ` EXIST NG 8" VCP\\ 'SIGNAL /'-STORM P PE CROSS11 IG MH-8 mm-7 STA:9+65. 19 MH-6 STA:22+22.8 EXISTING 28".RCP 5TA:6+56.23 517-99 (31 STORM PIPE CROSSING RIM:527.96INV INV IN:52o. FROM MH-9 �RIM:518-03RIM IN:50 INVOUT: .7o FROM MH- 8.5oTOMH-6 INV IN:5o7. FROM MH-7 �'-'� INVOUT:S .5oTOMH-5 520 INVOUT:52o T MH-7 -� 8"SDR-3 PVC STA:24+53.6 89.65'@ .5o% RIM:522.29 8"SD .36 PVC _` --� ��-- INV IN:5051 332.76' 2.05 INV OUT:5o STORM PE CROSSING \ 8. SDR - 36 �3q-83'@2. 3.9' l o 510 a — O 8S R-36 PVC 4.0' c 308-13' @ 0.42%SDR-36 C v, - 247.48' @0154% 8' DDR- 66 P C `N` / o W VERTM AL GRA HIC SCALE Soo ( IN FEE ) 1 inch = 5 ft HORIZO TAL GRAPHIC SCALE 490 � m a N ( IN FEE ) 1 inch 50ft, I 480 Z o `g T o S o cc6 rn o6N o+oo 2+00 2+00 3+00 4+00 5+00 6+oo 7+00 8+oo 9+00 20+00 22+00 22+00 23+00 24+00 2 N CD CA CN W N Lu i%) ' / I I Z LLF> J W mmu TMP 9036E / BETTY LEE EPROPERTIEB,LLC EXISTING ROOF CENT D.B. 4195 ER I P. 182 I I J Q FN Lu _ _ D.B.978P.7PLAT D.B. 928 P. 237237 PLAT COMMERCIAL BUILDING I / TMP 9035N I I I (A LUHATMA �'— l/1 D.B.9 7 PAVIATION, LLC D.8. 1977 P. I I �/ PROPOSED SANITARY ' D.0.390 P. 267 PLATT TMP 9435. CE D. DUVALI I GO O H4 i SEWER EASEMENT 0.045ACRES GRACE O'BRIEN D. B. 414 P. 515 NO OFFSITE EASEMENT I D.8.390 P.284,28:7 PLAT Z Q 1 W z \ TMP 90-35V GROPEN SIGNS �" —mow REQUIRED ON PROPERTY I / -- -- WILSON TERMINAL CORP. D.13.976P.474,477PLAT COMMERCIAL BUILDING- D.B. 440 P. 195 I -• I ^^� — _ �_ NO OFFSITE EASEMENT / ` D.B. 440 P. 19a PLAT I �\ _ _ _ _ _ _- —' �-_ -- _ _ _ = *}°Q0w REQUIRED ON PROPERTY I _ I _ Y w PROPOSED SANITARY SEWER EASEMENT ,v — _ c — --- — —` - - _ --� ® W i oao5 ACRES °,°°' w — -.- `- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� -_--"-22+00 - - _ laen.,"„s. �- � ul 1 a RIW 4 -- _-13 ` _ulU) ILL ILL PROPOSED -_ _ _— -- I_ -- —� -- -- -_ — LU o _ _ bGT_=il,°� / - _ �T UGT _ �� \_.- ` `c _ f- j U s FF Of Ln _UGTQ "� _j UG T / / =G'( :x i WENDELL W. WOOD DiB. 1727 P. 674, 677 PLAT D. 7 P 582 UGt O.B. 151 P:245,246 PLAT D.B.288 P.397 COMM. OF VA D.B. 279 P.493 PLAT O (] 04 / %3 I U ! n GRAPHIC SCALE a T JOBNO. 11212 066 1 ( IN FEET) SCALE AS SHOWN 1 inch = 50 ft SHEET NO. 6 /0/,�/l0 ! we I w " '` -- _ — + •w�.+°- „28+00 �:: _ -- �1y+51 \ �—.__ _ I _ _ 0+00 530 — UGT = —LGT— -- UGT U !! SSU rUGT cl La TMP91-18 STA:n+22.8 WENDELL W. WOODT D.B. 1707 P. 874, 677 PLAT D.B. 1707 P. 582 D.B. 1571 P.245,PLAT D.B. 288 P. 347 COMM.M OF VA D.B. 279 P. 499 PLAT GRAPHIC SCALE TMIP 9045N HATMAKER AVIATION, LLC ( IN FEET ) D.B. 1977 P.416 1 inch = 50 M i D.B. 391 P. 525, 527 PIAT �RIM:W-99 INV IN:507. o FROM MH -7 ( D.B. 390 P. 267 PLAT D.DUVAL C/O GRACE CYBRI O'BRIEN D.B. 414 P. 515 INV OUT: .5oT0 MH -5 NO 0 FFSITE EASEMENT I D. B. 390 P. 264, 267 PLAT TMP91-16B REQUIRED ON PROPERTY 520 ALFREDL. AND JOYCE W. BERRY D.B. 402 P. 389 MH q su°'^� .»mv�;e,a vmv NO OFFSITE EASEMENT REQUIRED ON PROPERTY I D.B. 321 P. 250 PLAT i _ _ I `� STA:x4+53.68 -'— —---22+00 NO OFFSITE EASEMENT 6 RIM:5xx 29 REQUIRED ON PROPERTY INV IN:505.7o ROM MH -6 INV OUT:SoS. oTO MH -4 H-4 IM:508.So NV IN:5o4.2o FROM MH -5 NV OUT:5o4.o TO MH -3 ! 510 MH -3 -\ 5TA:x8+6 RIM:499.5 xo 8"SDR-;6P C INV IN:493 7o FROM MH -4 8" SDR -36 PVC MH 45.76'010.53 STA 20+78.39 \ MH -2 RIM 492.92 II STA:xg+55.o INV N:489.xo FRO MH -x RIM: 6. INV UT:488.g0TO VINfTY ESTA S MHax 500 B+ SOR INV IN:49o.2 FROM MH -3 VERTI AL GRAPHIC SCALE 6A 'g'®'�a� ^� INV OUT:490 TO MH -x AVI ESMH-yx 2+'66 ST 2+ RIM:492.5g INV IN:488.66 ROM MH, ( IN FEET 3.5��I MIN . 1 inch = It. 8•S so.9i, 36pf'c 490 HORIZO TAL GRAPHIC SCALE 9•SDR-36 PVC 22 .3Y Q 0.73% 6' SDR- 6 PVC 73.28' 0.33% ( IN FEEI I inch = 5 ft. 480 o cq cru1 14"C o �� 1x+00 12+00 13+00 14+00 15+00 x6+oo x7+00 x8+00 19+00 20+00 2x+00 22+00 TH oFG G SCOTT R. COLL. U No. 35791 c♦ JONAL a a M W Y W V W a3: LuH Z � H 1 w Z J Ln J W H Ln LLJLL I--1 O z H (n 7 we � w " '` -- _ +00 -- — --- — — -- •w�.+°- „28+00 �:: _ -- �1y+51 \ �—.__ _ _ _ 0+00 AS1�ypO — UGT = —LGT— -- UGT U !! SSU rUGT cl La TMP91-18 WENDELL W. WOODT D.B. 1707 P. 874, 677 PLAT D.B. 1707 P. 582 D.B. 1571 P.245,PLAT D.B. 288 P. 347 COMM.M OF VA D.B. 279 P. 499 PLAT GRAPHIC SCALE TMIP 9045N HATMAKER AVIATION, LLC ( IN FEET ) D.B. 1977 P.416 1 inch = 50 M i D.B. 391 P. 525, 527 PIAT I TMP 90-35. D.B. 390 P. 267 PLAT D.DUVAL C/O GRACE CYBRI O'BRIEN D.B. 414 P. 515 NO 0 FFSITE EASEMENT I D. B. 390 P. 264, 267 PLAT TMP91-16B REQUIRED ON PROPERTY I I I ALFREDL. AND JOYCE W. BERRY D.B. 402 P. 389 su°'^� .»mv�;e,a vmv NO OFFSITE EASEMENT REQUIRED ON PROPERTY I D.B. 321 P. 250 PLAT i _ _ I `� -'— —---22+00 NO OFFSITE EASEMENT 6 REQUIRED ON PROPERTY TH oFG G SCOTT R. COLL. U No. 35791 c♦ JONAL a a M W Y W V W a3: LuH Z � H 1 w Z J Ln J W H Ln LLJLL I--1 O z H (n 7 we � w " '` -- _ +00 -- — --- — — -- •w�.+°- „28+00 �:: _ -- �1y+51 \ �—.__ _ _ _ 0+00 AS1�ypO — UGT = —LGT— -- UGT U !! SSU rUGT cl La TMP91-18 WENDELL W. WOODT D.B. 1707 P. 874, 677 PLAT D.B. 1707 P. 582 D.B. 1571 P.245,PLAT D.B. 288 P. 347 COMM.M OF VA D.B. 279 P. 499 PLAT GRAPHIC SCALE ( IN FEET ) 1 inch = 50 M TH oFG G SCOTT R. COLL. U No. 35791 c♦ JONAL a a M W Y W V W a3: LuH Z � H 1 w Z J Ln J W H Ln LLJLL I--1 O z H (n 7 TH 0 / () /Z�- k C Ld V) Z 0 0 U) 0_ 0 0 E 0 0 co CL 0 -2 0 41 0 E C3 LIJ Z Ld _J 0 0 0 CD Z3 U X Q) 10 E 0 IV U 0 W co Q) �U No. 3571911 low vo 10INVAL ,Pursuant to Section 33-7 of the Albemarle County Zoning Ordinance, the each for -rent Affordable Housing Unit niay be increased up to three thereof, during the Affordable Term shall contain a complete and full PROFFER STATEMENT Owner hereby voluntarily proffers the conditions listed Wow which shall be percent (3%) For purpose of this proffer statement., the term "net disclosure of the restrictions and controls established by paragraph applied to the Property if it is rezoned to the zoning district identified above rent" means that the rent does not include tenant -paid utilities The 1 A At least thirty (30) days prior to the conveyance of any interest in ZMA No. 2013-00017, Spring Hill Village These proffers are part of the requested rezoning and the Owner requirementthat the rents for such for -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then- acknowledges that the conditions are reasonable maynot exceed the maximum rents established in this paragraph current owner shall notify the County in whting of the conveyance and Tax Map TMP 090OG-00-00-02800 shall apply for a period of tan (10) years following the date the provide the name, address and telephone number of the potential I.Affordable Housing. (The Affordable Housing Units will be provided in certificate of occupancy is issued by tho County for each for -rent grantee, arid state that the requirements of this paragraph 1 C have Owner Of Record Spring Hill Village Holdings, LLC the form of for sale or rental units) The community could have as few as 80 Affordable Housing Unit, or until the units are sold as low or mode, rate been satisfied Date Of Proffer- September 29, 2014 units and as many as 100 dwelling units The Owner shall provide 15% of cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing b rg 2-. Cas i_p ff"r for Residentia Beginning with the thirteenth the dwelling units constructed as "Affordable Housing Units" within the and Ur- ban Development, Section 8, whichever comes first (the residential unit for whichr a building permit is obtained, the Owner Revised December 6, 2015 Project in the form of 2 or 3 story townhouses. "Affordable Term") The Owner of each Affordable Housing Unit shall contribute Gash for each newresidential unit that is not classified U) shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit- This cash contribution shall be for the Z Z 0 The Albemarle County affordable housing policy defines affordable housing as the following, Affordable Housing, in terms decent provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the 12.99 Acres to be rezoned from Residential R I to NEIGHORHOOD general means safe, the affordable units County's public facilities and. infrastructure, i e schoots, public safety, MODEL DISTRICT (NMD) housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation The cash contribution shall be U V) LU cc 5 income, Housing costs for homeowners shall include principal, interest, real (13.) For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and Q(1 00 dollars ($4,918) < Project Address 1776 Scottsville Road estate taxes, and homeowner's insurance (PITI) Housing costs for tenants shall be tenant -paid rent tenant -paid Housing Units shall be approved by the Albemarle County Off ice of cash for each new single-family detached dwelling unit. The 0 > and utilities with maximum allowances Housing or its designee The Owner shall provide the County or its cash contribution shall be Three thousand eight hundred and LU Contact Person Vito Cetta for utilities to be those adopted by the Housing Off ice for the Housing designee 180 days to identify and pre -qualify an eligible purchaser for forty fiveand Qh 00 dol lars ($3,845) cash for each single family LU Ce 1730 Owensfield Drive Choice Voucher Program the Afford'able Housing Units The 180 -- day period shall commence attached or townhouse dwelling unit. The cash contribution shall Ice Charlottesville, VA 22901 Affordable Housing is defined, for the purpose of this policy, as those upon written notice from the Owner that the units will be available for be paid at the time of the issuance of the certificate of occupancy for 434-531-2192 houses affordable to the forty percent of the County population that have sale This notice shall not be given more. than 120 days prior to the each new unit in order to be consistent with current state law household incomes at or below 80% of the area median income For 2003, anticipated receipt of the certification of occupancy If the County or Magisterial District Scottsville the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this p eriod, be $172,000 and maximum housing costs (rent and utilities) for tenants the Owner shall have the right to sell the units without any restriction Beginning January 1, 2015, the amount ot the cash contribution would be $787 (50% median income) on sales price or income of purchaser Ifr these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65,0/o of VHDA's Maximum Sales Marshall and Swift Building Cost Index ("MSIn) In no event shall any as the owner's representative of Spring Hill Village Holdings, LLC which is shall have offered for rent or sale as provided herein each Attorclable Price for First-time Homebuyers) The c:alculation currently put the cash contribution amount be adjusted to a sum less than the amount the owner of Tax Map and Parcel number TMP 09000-00-00-02800 TMP Housing Unit within the project. The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250 inifially established by this proffer The annual adjustment shall be 09000-00-00-02800 is the subject of rezoning application ZMA No 2013- of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount for the "Owner" lots designated aff ordable on the site plans or plats preceding year by a fraction, the numerator of which shall be the MSI LU t� 00017, a project known as Spring Hill Village The term as All deeds conveying any as of December 1 in the preceding calendar year, and the referenced herein shall include within its meanin the owner of record, and 9 (A). Rental Row., 'The initial net rent for each for -rent interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MSI as of, December 1 in the year successors in interest. The"Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended Code of Development last revised August 28, 2014 applicable maximum net rent rate approved by the County Housing terms of this paragraph 1 In addition, all contracts pertaining to a Office In each subsequent calendar year, the monthly net rent for conveyance of any for -rent Affordable, Housing Unit, or any part Z CY) NOW co VL 3 Over Lot Grading The owner shall submit an over -lot grading g) All drainage from streets shall be carried across lots in a storm same time The Owner shall obtain approval of all road plans and N CD plan (hereinafter the 'wPlan") meeting the requirements of this sewer to a point beyond the rear of the building site bond prior to the issuance ot the first building permit or first approved My Commission expires 5 3 01) N paragraph 3 with the application tor each subdivision phase of the h) The plan shall demonstrate that an area at least ten (10) feet in subdivision plat, whichever comes first, to ensure that these N Property The plan shall show existing and proposed topographic width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a timely manner The Notary Public features The Plan shall be approved by the County Engineer prior portion of the structure facing the street, has grades no steeper improvements shall be deem I ed to be complete when they are > to approval of an Erosion and Sediment Control plan. No building that ten (10) percent adjacent to possible entrances to dwellings accepted into the secondary system of highways or the County Z permit shall be issued for any dwelling on a lot where the County that will not be served by a stairway This area also shall extend Engineer determines that is DWE E GOWER _J < Engineer has determined the lot grading in not consistent with the from the entrances to the driveways or walkways connecting the -roadway safe and. convenient for matary Public t4otj _J approved Plan. The plan shall satisfy the following the dwelling to the street. travel At its sole expense, the Owner shall make the needed comwmwum oi F1:17A81 'DOM Z71 500 MENEM > C/) a) The Plan shall show all proposed streets, building sites, setbacks, surface drainage, driveways, trails and other features f) Any requirement of this proffer may be waived by submitting a request for special exception with the over -lot grading plan If I improvements, ff any are required, to the portion of the lot immediately adjacent to the site south on Route 20 that may be I'll MYCOM40nion Wes May 312 Lo U-1 1-4 the County Engineer determines are needed to verify that the such a request is made, it shall include a justification. for the needed as a result of widening Route 21) Should these improvements 0 UJ Plan satisfies the requirements of this proffer, request containing a valid professional seal from a Professional require a retaining wall and / or a reworking of stairs, these LL b) The Plan shall be drawn to a scale not smaller than (1) inch Engineer, Landscape Architect or Land Surveyor In reviewing a improvements shall be reviewed by the County Architectural Review Z LU LL equals fifty (50) feet. waiver request, the County Engineer shall consider whether the :r U 0 c) All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage alternative proposed by the Owner satisfies the purpose of the requirement to be waved to at least an equivalent degree i Board, since Route 20 in an Entrance Corridor road W ry This document shall supersede all other agreements, proffers or conditions over lots shall be clearly shown with the proposed grading All j) In the event that the County adopts overlot grading regulations that may be found to, be in conflict. These proffers, shall be binding to the proposed grading shall be designed to assure that surface from the flooding of after the date this proffer is approved, any requirement of those regulations that is less than this property, which means the proffers shall be transferred to all future property Lli F_ > drainage can provide adequate relief restrictive any requirement of successors of the land Z) dwellings in the event a storm sewer fails proffer shaft supersede the corresponding requirement of this Ul U) d) Graded slopes on lots proposed to be planted with turf grasses proffer, subject to the.approval of the Director of Community WITNESS the following signature (lawns,) shall not exceed a gradient of three (3) feet of horizontal Development. F-� distance for each one (1) foot of vertical rise or fall (3 1r) Steeper slopes shall be vegetated with low maintenance 4. Improvements to Scoftsville Rd. and Avon Extended SPRINP I*LL VILLAG HOLDING., LLC Lli LLJ vegetation as determined to be appropriate by the County's At its sole expense, the Owner shall plan, design,, bond and construct -Y program authority in its approval of an erosion and sediment I the improvements shown on the County approved engineering Vito Cetta, Ma�'n�ager control plan f or the land disturbing activity These steeper drawings titled Development Concept Plan, sheet 4 dated 10.21 13 slopes shall not exceed a gradient of two (2) feet of horizontal and revised on 8.29 14 as prepared by Alan Franklin PE, for both COMMONWEALTH OF VIRGINIA LU distance for each one (1) foot of vertical rise or fall, unless the County Engineer finds that the grading recommendations for Scottsville Road and Avon Extended The improvements shall be CITY/MU-NLY OF _14., k_b to wit. 0� ct steeper slopes have adequately addressed the impacts. designed and constructed to the County and VDOT standards, e) Surface drainage may flow across up to three (3) lots before including the design and construction of related drainage, slope and being collected in a stormsewer or directed to a drainage way utility easements as applicable These improvements shall be The foregoing instrument was acknowledged before methis 3--o- day of 0 C) CD outside of the lots completed and approved by VDOT and the County prior to the first 2M# by Vito Cetta, Manager of Barracks Heights, LLC, a f) No surface drainage across a residential lot shall have more certificate of occupancy for any structure on the Property As part of Virginia limited liability company than one-half (1/2) acre of land drainage to it. this process, the dedication to public use shall be compfeted at the U 0 UJ UJ En JOB NO. 112066 SCALE / () /Z�- k C Ld V) Z 0 0 U) 0_ 0 0 E 0 0 co CL 0 -2 0 41 0 E C3 LIJ Z Ld _J 0 0 0 CD Z3 U X Q) 10 E 0 IV U 0 W co Q)