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HomeMy WebLinkAboutSUB201800172 Plat - Submittal (First) Preliminary Plat 2018-09-24GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S BENNINGTON ROAD CHAROTTESVILLE, VA 22901 PRING HILL VILLAGE DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTE V IPLATIISIITIAL ITE PLASVILLEVA2.2911 PRELIMIBL I I ENGINEER: COLLINS ENGINEERING 200GARRETT ST, SUITE K SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY VIRGINIA200 CHARLOTTESVILLE, VA 22902 434)293-3719 35 i, v IA: D.B,3508 P.160 I; TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG•421) I ; °, D,B.657 P.234(plat) 1 1776 SCOT7SVILLE ROAD to 1 $ lICHARLOTTESVILLE, VA 22903 } / y; TOTAL AREA: 12.63 ACRES _______-7 i NMD - NEIGHBORHOOD MODEL DISTRICT X11 t , __.___________'_-'___ ZONING a TMP.90-35A1 i dLMA2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) f \ k \ ; , \ I ' 4 Ik"= ___ __-._- ._ ..,: ANG HQLDINGS, LLC 1 PROPOSED USE. RESIDEN77AL DEVELOPMENT - TOTAL 100 RESIDEN77AL LOTS ti \, i . D.B.1Q26 P.715 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (7N AND VILLA UNITS) I iVic• , " D,B.657 P.234(plat FUTURE COMMERCIAL BUILDING NOT PART OF 7N/S PLAN,' ' I A s!!9{ i , t ,:, . ,,,: i S DENSITY ALLOWABLE DENSITY PER ZMA APPLICA77ON PLAN: d ` \ ",, jx ¢ TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS , , I TOTAL ALLOWABLE MAXIMUM RESIDEN77AL DWELLING UNITS: 100 UNITS "'P? e` r" ` 11 I MINIMUM NON-RESIDEN77AL GROSS FLOOR AREA = 10,000 SF _---- , ' ` 1 L __ , r. - y,,,..- M ._ 8 1 l t, iz F MAXIMUM NON-RESIDEN77AL GROSS FLOOR AREA = 60,000 SF , ° '..... _. 1 ^,, TMP -90-35V 6 RQNAYNr LL, r D.B.4719 P.402% D,B.4473 P.48 {plat o `' B,440 P.198(plat 10, I I SITE F H Q, p 7 SCOTT R. COLTINSZ No. 35791 a s --- _ / ' zILORALY' Wf- I W s I1 U w h., z Q VICINITY MAP ° CL. CU SCALE. 1" - 1DOQ` C I J 0U I 1 1 1 v) I a) I v 1. _ j Z ) 1 0 I .5 1 r1 o11: im Y _ -__ _, _ _.._.__ -. ,._, - _ . _. , _ -..__ _ _ . OPEN SPA CE. , ' , LANDSCAPED ____---___-- _..._ __ ___.. r..-- ---_----- --___ ._.__ _----....__ , _ ....__._ - __--_ _ __._.____ __._ .. _._,.._._._._ _._.., _ _ ..___-__. _ .__-_-. ,_-- -. __.--. _-----_>-_-- -- i- i __.__-__ __----____.____.___ f . 1 I i i 1 1 i .-. _,1 ,.._ .ei 1 ..,..7 10% n _ - € i. LU Ln r ...... r r....... 1 BUF ER AREA : ......: ..:... .. .._,. El 1 r, - G3 . I Ld r ... .. .. .... ... .. .._ .... ..,.. .. ... ..... .. ..,... ..... .: .... ... .:.. ... .. .... .::..... ... .. ..... 1 ..... ,. .4 I ...tLOP ,,, .... ... ........... .. :: ,,..:..::... \ :..:..::..::: :.:....." ,:::<. ::: ,.,..,:..:..:::..:: ......:.: _. : MINIMUM AREA REQUIRED FOR PARKS W! THIN DE MEN T 2.83 ACRES 22% _,_.. ..k 1 I ....: , :: ,.... . :.. ...... .. ...... .. , :. ::...... ..... .. ... , ...... .. ..... .... ..... ....... ..... ... , . ...... i ..... _. PARKS. M Q:, , :..:.. - I I . ., II. f'}PEN 5PA E A s(: ' c a1+1I. I. I 1 t " t: _ -..., .:•:...Er .. .... ,... .._ _v.•...>r-. -.a .,. -:..ww . .!::: , 7 :...:: r:.. .. , .. .,: Jj , , :.;:::. .. , j , i _ z_:I cY .. .:.,.:: t -i- sy.,o- af. .:::.::x 1 :.:: ....: t.. .. ... .. ..... ,.a ;...::. .. / :i. :..,:. : ..: ..' 9 .: ... ..: .... :...: :: ...,.:..i 9 .. ... ..,.. 1 .. ..'..'.'. i ..1 I 1 ;° I ; 11, ' V iiPARKSANDAG77VE/PASSIflE RECREA770NAL AREAS PROVIDED. _-,_. ..- ' moi, (a•Iz ACRES] i--- _-- I ::.::: Q 1 ; ' 1,! COMMUNITY PARK.' 0.94 ACRES POCKET PARK #2: 0.10 ACRES ; '... I LOT 1 L -J 1--J L -J P ---j i i 1---1 L -J L -J L J L -J 1 L -J L -J L -J , I S L -J L -J -J 11 L J L -J L J { 1 . ! i ; I Fes., z rta - POCKET PARK 1: 0 76 ACRES POCKET PARK 4: 0.18 ACRES ' 4 ' t `'' : ` p5& 77 :: < I: `' i = i 1 I ; I i I ; i I -- - I I ¢ j) 1 > 1 t i 'i ___ 1 ! I i ff ! i I 1 1 I .',`.:, 1 i ','.'Y 'i POCKET PARK 2: 0.83 ACRES POCKET PARK 5: 0.12 ACRES '"' \ ', w - i ' r 1 I LOT LOT 1 LOT LOT LOT i i LOT LOT LflT LOT LOT i _ ; i ,,, "i UI ` LOT LOT LOT LOT LOT LOT I I 1 LOT LOT LOT LOT LOT LdT LOT LOT LOT LOT (, LOT LOT I , j- BLOCK A LL: TOTAL PARK AREA PROVIDED: Z93 ACRES \ '' I LOT----"-- 1 43 41 39 38 37 3g 35 34 33 32 i 1 i 31 30 29 2$ 27 ; 1 ; 25 25 24 23 22 1 I 21 2p 19 78 17 I _- i D 1! 78 44 42 4D ; 1 - ... - ' 1------- - 1fjl 1 0.54 ACRES IN ADDITION, II 72 ACRES OF OPEN SPACE IS PROVIDED FOR ADDITIONAL SCREENING , - __ ' _.__.___ _______ ____ _.__ .___ 1 77M II 1 - __-_ _ _ I __.___ , 1 i i, 1 r I _ 1 , - NCd 3 AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETER NORTHERN L - _ __ LOT '.. 1 ' o1 _ 5 ........... ... #. ..,>..., ,, 5 .,<. r..: >., x ,,. .* .: -'•,» r .-.>. , ,< or -...Y,>,. .x.. #. .. t,. .x-. ....»_.®,_. _.-_..w_..._......__ T r,-4, ..'....:,,_...,,.,.e.+.r---r...:w-.,v-.'.G,r •-.,s,..e i ::.,€.:... " ^,.--_.,:.',. t,.:.. A4 .. '.r a-:.._..L.-.._:-_:.`_ u-t.:_._.._.,,.,._,..5_,i Jsrmg,.. °: 1 179dPROPERTYLINE. ,. ;A. M .. I 1 PO ET\PARK#4:. " PEN SPACE) - . I , '' TOTAL OPEN SPACE PROVIDED. 3.65 ACRES (28.9X 0 E) :3:45' .,R,E -, rr LOTI AG - -__,- - _ _ _--_ _- _ ___-__ _ __- _ -__ _.._ _ _ _ ___ - --_ ._ ___ ___ .. __ AMEN;ITYSP CE ,.. ,° -1`- } ' 1,. P I_ a4 4__•_," -k 0.1$ ACRES. .. f to 1# i i ! o OPEN SPACE TO BE OWNED AND MAINTAINED BY 774E HOMEOWNERS ASSOCIA770N. ALL . 1 _ r,;: _ 1 _." ..- w" 1 . " --- j i ;t ,___--_____. __ a IIENGHESAND ? °' __ ,. _ - _ _, t; OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN a P l _ 1 r° s a r r•-_••• ..: :: - ."` ...`" ,. L s•^ .; 'e. "'n.. _a•'iYR-'_'•-T•'-"_ ''" 4' '-.^""i^...s-,_°':, S':. ., pv C 1S PROPOSED TO DEDICATED PUBLIC SPACE. '.;:::::: ' e - THE SUBDIVISION AND NO OPEN SPACE Dl A " t: f r 4 b . ff r „ : ' to 01 I .,.-rw 1 ..., ' ' ,: 9 . "'='^'-,u=' 2..:....w_ .`...L:.. 'r" dyy' J NAL HEIGHTS MAX.. BLOCK A. MAXIMUM HEIGHT 50 FEET 1 4 STORIES , .,1BUILDINGRESIDENTIALHEIGHTS(MAX): ( ) \., ;: - ,:I !„ fi LOT 1z `. ,, m I r' BLOCK B. MAXIMUM HEIGHT 50 FEET /1 4 STORIES} 1,:4 L fi.' : r I. 45 # I Ii !, n " v 5 LOT 44 ry Its :.:,:: 6`:` U 75 -iBLOKC. MAXIMUM HEIGHT 40 FEET 1-3 STORIES ICa xv 1fL(T x LOT40FEET13STOR3 tBLOCKD. MAXIMUM HEIGHTIES x'. ,.° ': _f IIDa , 4s 8L I{ 0st. i sD1R 50 FEET 1 4 STORIES) BLOCK E.° MAXIMUM HEIGHTES RE IItj { Z C P S 3 a y y 1 . * . '.. i LOT , ': r ` , BLOCK F. MAXIMUM HEIGHT 40 FEET 1 3 STORIES r W f ,. 8q CCE ARI 74 I o a:: oKfN `Tv P RIS 4 v i . •'.'n .. ,. +' .r _ ,: 'P. r ., . , . i A` i "'x i.4+:MivJ 1 1,i.i.. i BLOCK G. MAXIMUM HEIGHT 40 FEET 1 3 STORIES) 4,, AM.EN SP - Ldr , l 11 ,. LOQ.: _ AMENITY SPACE: l0 4 A RES{ I za tl- It47LOTI 1 _ LU + 15 (0. CRSS`` C 1 !' N Df 1N'HIS°AR IS tiHE° OLLl7WINfi 111M\ I t..., s a 4,.' M1 __._____ _ IHESANFlLOT ::>:: , S 1 -` t .. i:. f . ..,. i .. .. . , i .:::.:.:.t. :: f.y ::S::!:r::. 1 `:`'rn :,. .' :.; ,. ,-' ',... -.. <,,:... i Q vE2 e• M LE V'-, la S A TEA ESETBACKS. FRONT 5 MINIMUM f 18 MINIMUM FROM R %W DR EDGE OF SIDEWALK TO GARAGE ,, ` -, TOT:i bi Gbtutp., x ::, . I , EP: , RA R AS , p ___.. , (° < ( i I s„ e r .^ 73LtJKE ,: DseAP _ _ a:: ' _ _ » ''i':::: LOTy 1 F R DY+IA[V IC_A ID $Ti4TIC.e' Y , L , VP TENT I t ., , tiSIDE. 5 MIN. 10 BUILDING SEPARATION & 10 CORNER LOT SETBACK `"-`- "<„ . , .Q ;, :,. °_ _ 1.24 REST - _--- 1' 2 12. ''P IVILI N'S(I}2ROUN CD: Y:P VE >' J onAF ! 7; a '°•, - a'-- Y i @ -' :`: ., A •,, ,,, ,.B, Ei, +' -:,`., 1 I i I CAMIN. REAR Y = Ld I oREAR: 15 MINIMUM ]/NOTE. BLOCK C TO HAVE ARD SETBACK OF 32 ;•;:.:•'. `. ., ,; ._a::.:,..:,,.: , , __.___.- l,, `_ .__..._.___ .. ., .. , ;'. 1 v'~ 6 :..p.; , LOT __r t - ;„SURFAr;ES E 1R.Ca THE INGS`:VENTS; AND I .;1 > LOT . 1 I k° V.,, i I_i__ ::}.: Y ,.,,.»., i 1 ' w ^ .,5: 4 .j. _-__ ';5 :' 1 I i k y-+ 90 LOT 1` 3 >r 3ED` BS RV, I :M tiF HE' to L(JT' RE S 4a !. RB & UTTER __ >;>:'.::. ::_' :.: „ : >:::: SUBDIVISION STREETS CU G Lor •............ _, 1 ,..:.. ..:.......: ,. I. ,, •::.. .,k „ ::: .:'FA.LARCIw'LA11ttN F R'CT`RGgNI E 'SPOR F if.: t. LOT 1 r,::'::': LOT '... r,,. ,, __ ¢ LOT aiI itI { 4 I4-- 91 iLt IVANNA RIVER DRAINAGE DISTRICT NOTE. THIS SITE IS NOT LOCATED Wt7T IN A PUBLIC :, - 1 14 --, " d,>: f; t NWA7ERSHED: R Y r a LOT _ 1, LOT I a LOT , I ,.., I p :' M. f SUPPLY RESERVOIR WATERSHED. r ::.: P. WATERS% :, . '.:'. 5 I x I49I] I 1 :::..... LO ;. J ihs . I I .. i EII92LOTtg ,. 1e ,'1 1 r° x I - LOT e1LO1 .'1 t t Vl y ! iRALFORESTALDISTRICTNONE 71AGRICULTU I , r $ I ° J rNk,7-99q:,,LOT,7LOT ,'' 1s.• t _i-_ i !ttYIiViti5s93: _max, ,":': '::.i:'.. t ' • '. ,:> a ( 4,_: ,, ;l.:j ..: ,y.., .: ,, i ...:. A C.. ::.A :+, ,,1 S /r -,,.11 .".:..,'a:. ..s •. f .,:."n + WAS PROVIDED 8 DUD BUSH GALE AND . 4 .,__.-._,_____:: _,« E BOUNDARY LINE AND PARCEL INFORMATION Y R A :' = 1',. NTDPD & SURVEY' THE _~ , . , • / . I, " , K:$w rIn . 4., V17 i . .. ', .. x -x .. a .;:. .. . ...... .. .. „ ,.,' ,; 6J. IAC 1- > u, ' :., .' - ?. ", '.,° -„ s.."'" , r, - •:. i' I r r :: v. u. e :. _ , ,. u ..:.... ' :, "' - . + LOT . x - f .. <. . e .: .. a ..... .... L t *e. i .'.i A, 1 r,: O ..,-_ ,,... „ .: ., ' .x ,- a _ .. ,: « , , .: r ,:. " x ..:: ,s , `"' 7----d;--.: y4 .:,,,y , -.: I, .;,! , I I ` „ y ASSOCIATES IN MAY OF 2015 THE TOPOGRAPHY INFORMAT70N !S BASED ON FIELD SURVEY _d h, ,, ,o ....,: ,..:. LOT , Tf ! % i"t,;c$, 1 l < 4.C5 . G. 7HE PRD . 1. i „ ,.% y. '`A -» , M - -- ;t COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYIN PROPERTY IS CURRENTLY BEING x , __ , I IeI 1 r k ' t •• i i _ i- a.4 ME,VtS::Ai , , .-. :: ......._.: u, ., ``-'.,_,.._ '':: _:.:J._ - i ,,; I { vSURVEYEDFORUPDATEDTOPOGRAPHYFORTHEFINALStTEPLAN. INFORMA770N HAS BEEN .._-.'_ :. , 1, _ .. .. , >F .:°:........::. I -~:- _,...- - , , .- : .;, LOT ,,: , LOT ; , e i N AUGUST OF 2018. - ' . , .. _ , ' . .: .; :: - '-.`. w" FIELD VERIFIED BY COLLINS ENGINEERING- ! ` LdT I - QR ,, . _ „d.... 5 1. 1 .. ,, I LOTJ 'ya (ETTARK `# l - ! ,111 f .. 8 1 I A +f>~'<E r r. . ,.. A.,,. _ _._ ' v ,: t LOT '^ i 1 i NAD 83 ; 1f ", x,, • :,•:•. -.-' :... -_ __, i s• DA TUM. 52a t LOT 1 I J 8 1 I 'AMENI (1' SPACE" r_ I LOT ¢ E. y r "S". f i'= ,° I .1 LOT P :;? 1 t I'•, ' -, 68 1 Z 'CIES 1I:., :. '....: _ ; ''i LOT LOT ° {, :: , 'A. . °:, ; n' y i, s ', 53 LOT 9 :,i 1 1CEONTHEPROPERTYAND EXIS77NG0! r „ .,> 1 I w. EXISTING VEGETAT70N: PAR77ALLY WOODED WI714 (1) RESIDENCE 4.,;, :r` `'„,. •w ', , 54 55 s 1 , , INCLUI EDi t1hIIS ,! I IrLOT y i J/. t P' i j I OLOT . f; I w- GRAVEL DRIVEWAYS ' - ` /-: I PcrCKETaREAR1yAS r r LOT ti: f - .._ i 10 1 f40 : 5 v_ / r r itI I, I°;AOR I11I,dR1 E'FY.E I ....'S.. ...,,.. ... r, f .i , 1 , LOT 1SC)R 5A,•M V3DEVELOPMENT. w a. s7 1:;; P T. N AN:. .:WNOSTREETLIGHTINGISPROPOSEDWI1%f THE .: ". z:. I, PLIGHTING.~ I s 70 1 3fr,x . ", „ J 'AREl4`TtJ WALK' Ir'." ! , 1t s^ N W Uj , L 1'•' 9r' a 1rieLOT :,, ::.:.,,.., ;:'` .;.` , , T OT >' 4 UNITS) \ .:.:>::" .,.:. - - .__ :...,... • LOT i,.; 1PARKING. PARKING REQUIRED. 2 SPACES PER UNIT + 1 SPACE PER SFA ) .CN r ,r^' - ".: ,, , ss r f.-... :F<::::. :: , '1 :° j PARKING SPACES . , ., ' . • _ ., ... J100SFAUNITS200OFF-STREET , : •. f :; _ , OT 7y. PARKING SPACES M, STREET SURFACE . 4 _ , ... „ ' ! 125ON % fx ss ,° I , 14s% sx =, 43 1 TOTAL PARKING SPACES REQUIRED. 225 SPACES .- ' 1 k OT 1,/, /., i. « t ? - _---- _.---_ j V' x ty 10 - r A°. .:. r 7WYCE + GARAGE SPACE): \' <.. , , _, PACES PROVIDED MINIMUM i DRIVEWAY SPA 1 A a. PARKING S ). A o ,.,M <, LOT , at' i - i LOT I 3 tZ I ) I„ v.' 3 . amu, x1ik' 1 -r. r2m.: 65 12S• 2 SPACES PER LOT 00 SPACESGSPACES: OFF STREET PARKIN ' y I i Wri sok: A BLOCK, , ..., . , :.::'::1 .:...:..: , >,,. , . , : -- ON -STREET SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 38 SPACES „ LOT , ::.:;; .>:: 1 1 ::::;: s:.,.. 1 .. I r a I , . LOT . m3r. r I. V 1 I t: a 1 n , .. 139ADDITIONALSPACESFORTHEFUTURECOMMERCIALAREA. {/ (y {} f%11 i ) `, f ,' ' r „ : .. ! ", „ : „ , :.• : : :; z ., -PQ: PA tr4 ti / I t I I fi I ? r l\ • CI(E,.. ;.t p LOT J Y.' 1 Ijy j TOTAL PARKING SPACES PROVIDED: 238 TOTAL PARKING SPACES FOR RESIDEN77AL UNITS 63AIV1EdITYSPACE ! ' ,' ' r #> LOT It'' , ` o 1 i 3 ! t' . LOT 1: m., MINIM OF 2 HASES Tt tE RESIDEN7TAL Ldr I1NISPROPERTYSHALLBEDEVELOPEDW117t1NAMINPTHkS:P KE„ PARK`ISDESIG'NEDPHASING: : y : 4 T ', LOT 1 1 a::: i i o R 82 LOT I :.:; 15 ; 1 sPROPERTYSHALL8EDEVELOPEDIN1OR2PHASESANDTHECOMMERCIALDEVELOPMENT ". \ ' TCiI gSTi Ctli t lu Ac ":A „ "''._ F , g1 LflT Ldr I.; (nP \ t, 9 59 c. I SHALL BE DEVELOPED IN A SEPARATE PHASE. k9E ' ABf AaDEN;ry °FRU[T1. LdT s i 57 1 I LOT i 1 1. I t c a R€ E3 r 1 1hiAR9J 3 1. COMPLIES 1N THE REQUIREMENTS ____ .___M________. __.___--_- _____________-.____.___-_.______.____,.__._-_-__.__ ____.______ __.. 1" yBUILDINGSt7ESPARCELS1100EACHCONTAINABUILDINGSITETHATESV4_____,_______,___ - ._,._.___4_-__ M_; , , 1 OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 9 " ----- ----- - - ,,_ - - -- v I4--------- I i 1z < 0 k - I,;. 1 BURIAL SITES NO KNOWN CEMETERIES EXISTS ON 711E PROPERTY. IV-1d U,d 99 f{ 0 I v z --- STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY,' ANY STREAM BUFFER --\_.,_.__ - iTMP.90-278SHALLBEMANAGEDINACCORDANCEWt774THEALBEMARLECOUNTYWATERPR07EC77ON _' - `'\ \ r ` I i " w : ORDINANCE.III >1 ti' '` \ \ STEVEN W. QR BETTY C.-11 8.1026 P. 7 5 WETLANDS STREAMS p at THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. ," ,' ,r':, 41 + t m 11FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD .. ' , ` fi ' 4 f r I , , f INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DA TED FEBRUARY 4, 2005. ! ..., , ', \ `, ' :: I--` I GRAPHIC SCALE ', 1G t CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON i ;,, U , THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE ao 0 40 80 160 o Its ' „ MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN 1 ';s, ,` ` --- -- -- -- `s ACCORDANCE WITH 771E ALBEMARLE COUNTY ZONING REQUIREMENTS ,,- I \ \, \_, RETAINING WALLS.- RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE S17E PLAN. ( IN FEET ) _ ,_`• _' I _--____ MINTER A ES-T: Ltd~ V I inch = 80 ft. I. 1.1 ;. > _- 149 P.133 LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREET' IN ACCORDANCE WITH " _ -- _ - O.B.629 P.616 plat 1` . I t \ Sheet List Table Sheet Number Sheet Title ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32. 7.9 OF THE COUNTY COVER SHEET 2 f -: ,\,-''. 3 41 a 4 UTILITIES, GRADING &DRAINAGE PLAN 5 CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICA77ON PLAN. 6 OFFSITE SANITARY SEWER PLAN 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS W z z RECREA770N AREA: SEF ©PEN SPACE INFORMATION ABOVE. F_ P- 4U 0 IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE W17H THE APPROVED APPLICAT70N PLAN. SEE THIS SHEET AND SHEET 3 FOR ADD177ONAL INFORMA77ON ON THE REQUIRED AND PROPOSED LANDSCAPING IMPERVIOUS AREAS: ROADS 2.03 ac. BUFFERS SIDEWALKS 0.86 ac. BUILDINGS 2.66 ac. TRASH: EACH LOT SHALL HAVE AN INDII4DUAL 7RASH CONTAINER TO BE STORED WITHIN THE DRIVEWAYS 0.75 ac. GARAGE. TOTAL 6.30 AC (507. IMPERVIOUS AREA) STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY IS PROPOSED NTH THE DEVELOPMENT TO PROPOSED USES.- LOTS• 2.84 ac. 22.5 ' ACCOMMODATE THE WATER QUAN77TY REQUIREMENTS FOR THE PROJECT. WATER QUALITY ROADS (RIW): 3.21 ac, -25.4% NOTES.. SHALL ACCOMPLISHED K17H THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES OPEN SPA CE: 3.65 ac. 28.9: 1) THIS PROPERTY DOES NOT LIE WTHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACIL177ES TO RECREATION AREA: 2.93 ac. -23.27 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. DISSIPATE THE RUN-OFF FROM THE FACILITY 927,625 sf) 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR K17NIN 4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH o a,t z1y t lcar, nwp. _.._.._w_-:,~_.---_____.___.-_-,_._.__.-.__-_ , if? f> d s " al gia ; , a.ssll gsar:l:1 I TABLE 1ensit Regui tion -,_ w__, „_,m . „ _,,....., I 11_7- - EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ROP OSED 5) VDOT AND ALBEMARLE COUNTY STANDARDS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 3-Ltu,t«5::...,».,.,-.sa i-Tt-,.., tF,4 -'"d.', ,g pI)4{IdMa Yt({ p gtP yj+ - - I " . tiIp e __ Ni " $Y,::WKi-: __ .._ ..... »,..,.., ,. ---,._ _.,_,,.._-•-'--- _. ._.._-. -._._...,:_ -.. -__ ___,_.__,-. Unite; tinA NTH THIS DEVELOPMENT. STH EDITION. CODES 230 4YERE USED FOR THE DEVELOPMENT A v.6 A(- MSY Px'E:+f1'"l f"}tlayli&.ri; if=La1,_,_.... ,-,.._-.,_,L ... ,.,___,_._.,,.,,.. ..- tI:; =Lkdr.1. j:.><,..»., t rr ' ,}' I I x:_ N ' ierii411' +$1' 1t .-t:., _. ___.__' 1 3 __ PROPOSED 100 DWELLING UNITS 293293ENTER293 EXIT586ENTER/ Nb4z Nulr 9ii ufc v k l , i , NQ L 1 A, , 0 0 ou s1 j PROFFERS. THE SPECIFIC AFFORDABLE UNITS SHALL BE IDEN77FIED ADT RATE - 5.86 VPD PER DU = ADT < a s,. 0' 10,,-ts 1. „ s n ___ I Ma, i n i,CS ! n 1 1 Grossz 10k : :Ia 1 t t Cp x!" w THE FINAL SITE PLAN. 37AMPEAKRATE0.44 VPH PER DU - 44 VPH 7 ENTER 37 EXITENTER/ PEAK RATE - 0.52 VPH PER DU = 52 VPH (35 ENTER f17 EXIT) F 1,2 A C. I 8 lv 0 0 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 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 r11_1 0 E DC: Ul 0 j z I _ U..1z 110-4 Pru LLI Z Ll1z z 0 I- W z z J a F_ P- 4U 0 STATION 105 0.13.3508 R160 N 3882993.340AD.R657 R234(plot) E 11482334.683 ELEVATION 527.7± A;0 0 p 7, Llv"t VE -Ti" DEN,3I v 1 IF, F TMP.90-35AI Tmp,90-3 v s, oW4 RON Is lzp Al, 11 X" M 14 zz "a4( D.R.1026 P. --9-8 471 q' P. )2 1 7' CANGHOLDINGSLL 621, AYNE LLC K line F -Y 5 i 104-- b B. 4' 773-11": D.B.657 P.234tp u BENGH MARK IS SURVEY CONTko INT'j-6, NAIL AND FLASHER rr iFI 98 plot 4; PO "5" 1 VTvyiR, A" u 1 All IN 3 li C', P ?`38, 71 P; y 171 Fl 3 1 90, 11481'275.577F&VT A D. 8, 2 8,,' jANEI s,ELEVATION 649.10 J pF 9 94; UL is 57, 0 5_6 D3 Y "'0 P, 2,26, 227 Pz,. S--727'59 448 Inn D, Vol-l- poc ;'i1i, 10' VEPCO Esmt. BA52 P.116 128.8 P,?0 114P'9C, 1 ARC DELTA 2 H CHORD; Cl 1115.92' R0d<y .",I 0'35'32" DJE1, 11.53"! C2 788.51 84.68 6'0911 N09'19'54"E 84.64,1' C3,2243.84' 89.64' 217'21 S3439'00"W 89.64!' j t g RS IF Y' q 50i yr F BENCH MARK IS TMR 90-35 CHARLOTTESVILLE GIS A51 R n P D LLCr, ROUSE-SIRINE STATION 105 0.13.3508 R160 N 3882993.340AD.R657 R234(plot) E 11482334.683 ELEVATION 527.7± A;0 0 p 7, Llv"t VE -Ti" DEN,3I v 1 IF, F TMP.90-35AI Tmp,90-3 v s, oW4 RON Is lzp Al, 11 X" M 14 zz "a4( D.R.1026 P. --9-8 471 q' P. )2 1 7' CANGHOLDINGSLL 621, AYNE LLC K lineF -Y 5 i 104-- b B. 4' 773-11": D.B.657 P.234tp u BENGH MARK IS SURVEY CONTko INT'j-6, NAIL AND FLASHER rr iFI 98 plot 4; PO "5" 1 VTvyiR, A" u 1 All IN 3 li C', P ?`38, 71 P; y 171 Fl 3 1 90, 11481'275.577F&VT A D. 8, 2 8,,' jANEI s,ELEVATION 649.10 J pF 9 94; UL is 57, 0 5_6 D3 Y "'0 P, 2,26, 227 Pz,. S--727'59 448 Inn D, Vol-l- poc ;'i1i, 10' VEPCO Esmt. BA52 P.116 128.8 P,?0 114P'9C, 1 ARC DELTA 2 H CHORD; Cl 1115.92' R0d<y .",I 0'35'32" DJE1, 11.53"! C2 788.51 84.68 6'0911 N09'19'54"E LINE RADIUS ARC DELTA CHORD BEARING CHORD; Cl 1115.92' 11.53' 0'35'32" N05*57'33"E 11.53"! C2 788.51 84.68 6'0911 N09'19'54"E 84.64,1' C3,2243.84' 89.64' 217'21 S3439'00"W 89.64!' M1iTVP.gQ-2'7,B E'FTY c. "Ms5TEYEN', W. 'lp4 j 'yD"B 1026 "P. 715' HNSON I -4t- Z OR B F ilk, t TMP.90-27 i),` 221 nYJ3.09 "P.61'6(plaQ',l SCHICKEDANTZ, ROGER, D 6 55\4 P 4 V Rl, - 2 4 61 N, s 1! 71 r` zN, D.B.629 P.616(plat) 7 1AV D. B. P-441( I t" s P a T 1, iZ N is ytk, sIe N k\ cpm FGRAPHIClk > SCALE F, 50 0 25 50 100 Q 200 V iTMF M RAo1,q I NTE MES T. --OR" X -A. Ar W D B 1149 PA33 I inch 50 ft. -'0'29'P.616 IN FEET s D. B (plat) D 1(plat) B.554 P,44 26, T-1 f" J.Vld zz -d Rm Ej AN F_VA, E, 34 r", F AC .i/ I _--PHE-4 -B" S1, Li`- Nv DB, 33, 7 No. DT H 00 SCOTT R. COLLINS:;;?, 35791 ,C l Z: ul z JOB NO. 112066 I zLu 0 z j z L 0. Bi u U) Lu Z 0 iiiw Lu Lu Ce Cd C LC 1 C C Lu i P4 ul z JOB NO. 112066 I 0 vVIIIIAN 6 1 IN, v N 114,13'181'j 19 -. 1 I .11 -1 - - ___, Ij j 1. 1: I 11 , I, 11I , i.- ": , ! , I , 11 4 ? I " . - , -1I- - I , Z __ -,,- ," ls I '? I - 1 ", - 1 -, , I 1 GRAPHIC SCALE _:i, , I 1-11 I 11 I - I I I _1 1I 11 ___ f., , I TMP.90-35 i 1 40 0 40 40 80 160 1 -.1" _ , If I I I , 11 I I , I I I I BENCH MARK IS I I "I 1 1 iji : I im = " 1 IIIIIIIIIIIIIIIIIIIIIIIIII I CHARLOTTESVILLE GIS ,.,L, I1, I I IIIIIIIIIIIIIIIIIIIIIIIII 1; ,;, / " D.B.3508 P.160 11 I m m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII I ROUSE-SIRINE 1'5 1,15` i I ISTATION105 , - - .""`,, I I Ii , -s-, h I ' D.B.657 P.234(plat) :1 il IN3882993.340 11 1, 1 l I I ( IN FEET ) 1") -, , 1 I / I E 11482334.683 1 1 1 1 I I I inch = 40 f L. 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AF41F- zLi V) 0 C) 0 o z z 0 U) wz 0 nz Lu Lu cit L c Lc c c c c Lu 00i iw CU 2: 0 CJ V) 0 Q. 0 0CL SIF u.j 0 0 CZ T 0 LJJ D Lu z 41 0 E O rr, LdLLJ LL, O 0 CL 0Lr) cn ay E 0 ujrn Lu 0 Lu a- Ln u JOB N37 aU) 112066 SCALE 40 SHEET NO. AF41F- GENERAL CONSTRUCTION NOTES FOR STREETS 1. C0NS7RUC770N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 774E SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO 774E COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 7HE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WfTHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCA77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONS7RUCT70N. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS 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 RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1, 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER MD774 AND DITCH SECTIONS, AS SHOWN ON 774E TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE S7RIC7LY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 774IS 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 TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 774E DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 77-IEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH 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 774E SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPECTION 1S REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND K1774 A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. 774E LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND C0NS7RUC710N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WI774 SUITABLE MATERIAL TO THE SA 77SFAC77ON OF THE ENGINEER. J. ALL GROW77-I OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT: OTHER TREES AND VEGETA77ON WHICH OBS77?UCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADEE, DRAINAGE 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 THE PLANS, OR WHERE FIELD COND177ONS INDICATE. 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 W7774 7HE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF THE ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T. 1. AN ACTUAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 7HAN 10, 774E DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL T74E PROPOSED METHOD OF CORRECTION. 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADATION FOR TYPE t, fl, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED 1N 774E EVENT THAT 774E SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 774E INSTALLA77ON OF THE AGGREGATE BASE IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL ADPL Y EXIST GROUND EXIST, GROUND ALBEMARLE COUNT Y GENERAL CONSTRUCTION NOTES f. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VOOT). 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 C0NS7R'UC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER C0NS7RUC77ON. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTS' ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WI7H THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRE7F PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS TIL 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON 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 15 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 PAVING 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 PARTOFTHE 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. 49 TYPICAL ArZ1 HBORM00,0 ST"TT SECTION (49' )/#) LOYOLA R04P (PPRZIC RO..4,O) CS-SSAR "SfDrj fdL & JflXL7J US'Z' SUB 1 frIS'ION STRZ,ff LESION .SPZ'ZD.• ,25 AfPll O1-STRL'L'T BUZP-OUT P.4R1YAV ONLY NOTE: RIGHT--OF-WAY 6WLL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CIA R/W I CG -6 I POINT OF CG -6 4' CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER SIDEWALK 7 SURFACE EXIST. GROUND 2X 29 _ 2z 6' PLANTING •::: f 4" MOT 21A STRIP STONE BASET BASE SUBBASE 44. STGwST EXIST. GROUND t 5 ' s r0t0. PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) Y EXIST. GROUND 1 R%W 4' CONCRETE I SIDEWALK S' PLANTING 4' MOT 2tA STRIP STONE BASE EXIST. GROUND t 5 s 2x 6' PLANTING STRIP 56' Rlw TYPICAL NT.14 HBORHOOD STREET SUCTION (56' R/10) 04URWIN BRIVr (PUBLIC ST"") .QNB FdR TICX' COURT (PRIVATE' STRLL7) GS-SSWR "SlPrA I.4Z & &=P USE' SUBDIYISIOAr ST"" R SIMV SPZ,L71.• Rf AfPB' FAR1Yl1W ION OIL' SKILL:' ONLY CG -6 CURB & GUTTER 2% PARKING LANE) BASE t0' - TRAVEL LANE) EXIST. GROUhN EXIST. GROUND RIW 4" CONCRETE I SIDEWALK j I I 1 4" MOT 21A STONE BASF EXIST. GROUND EXIST. GROUND I I R/W POINT OF 4' CONCRETECURB & GUTTERFINISHEDGRADE SIDEWALK -------- SURFACE I 3:1 2X 2X EXIST. GROUND r 6' PLANTING STRIP 4' MOT 21A SUBBASE STET STONE BASE to'!, 6 5 7 EXIST. GROUND TRAVEL LANE) 56" Rlw TYPM4L iVfff6HB0RII00,0 STREET S,E'C?'ION (60' R14F) BF,RArYN L .r (Pr MV S7I''") 6S--SS.4R ,RL'SIlI ATI.4L & J IXrP USE' SUBIIIVISION STRtg'ET MSMW SPL'L'D.' ,25 XPH PWRR1YW ON ONE' SIVF ONLY 6 Pr MIN OF4 "---i 2" R CURB A o, d a d STANDARD CG- 6 URB & GU TTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. VARIABLE WIDTH) 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NOTE.- PROPOSED LANDSCAPING TO I p- }} NOTES- GENERAI_ NO i ES- OR CG -3 N UNEAR TIWHENEe4SURFACE 1. THE DETECTABLE WARNMFa SHALL BE PRCVDED BY TRUNCATED DOMES. 11111"'1" Ib-N""""' U77LIZE OUTER 3' OF PLAN77NG STRIP 11 yrs} • •.hi s}`' fir • ., :'NO 0 6" COMPACTED AGGREGATE -4 R PER 3' CLEAR ZONE REQUIREMENT BASE COURSE, VDOT # 21ARX; Nr•r r ,rg ;r OR : DEPENDING ON r 5' WIDE CONCRETE CC -6 3' CURB & GUTTER POINT I FINISHEDD GRADE cc -s CURB & GUTTER 3' 5' WIDE CONCRE TE SIDEWALK I I BOTH SIDES OF 71 RAW FLOOR, MI6 -DEPTH OF RAMP FLOOR. MI7IMUY SIDEWALK LEAS R ZONE ASPHALT PAVING R 0 A Dlb CLEATR20NE1 ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER. v 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN 014 THE PLANS OR AS DIRECTED At 12,.A ay THE ENGINEER. THEY AW 10 BE PROYOCO AT INFEIRSECT4kS WERE.VER SURFACE OR NONEXISTENT, THEY WJST HE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENCNE. R, AND SHOULD NOT - TYPE B BE LOCATED BELHIN3 VEFICLE STOP LINES, E)VSTIkC LICHT POLES FIRE 1 HYDRANTS, DROP 1NLETS,ETC. ACCESSIBLE ROUTES PROVIDE 66NIlMUOUS PARALLEL El 2X 2x 2x E,EfAEMCEssieLEEws or A FACILITY THAT CAN OF APPROACHED, ENTERED 214' E! USFD SY PEDESTRINW5, R. aAyF5 MAY IE P AOEp ALN RADIAL OR TANGENTIAL SECTPD $ PROAXD THAT 12?MAX THE CURB OPENING IS PLACFD WITHIN THE. LIMITS OF THE r^ROSSWALK ALIS - THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERFENDICULAR TO THE GLIi& 5' O 9. TYPICAL CONCRETE SCEWALK IS k" THICKWHEN THE ENTRANCE HADTCANNOT ACCOMM MATE THE TURNWyG RE0'JMEWENTS Of ANTICIPATED HEAVY TRUCK °WINTRAFFIC,REFI!R TO STANDARD CG-13,C011AWPGIAL ENTRANCE (HCAVY AT .2" HIOF R THAN TRUCK TRAFFtC)FOTi CONCRETE DEPTH. 6' PLANTING Al XX , SAYE A5 TOO OF CURB 77 Tt. WHEN ONLY ONE CURB RAMP IS PROV1DED FOR TWO CROSSINGS CD"NAL), S' PLANTING A 4°x 4'LANDINO AF A $HALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL Ass PERPENDICULARINTOTHECROSSWALKWITHOUTWAW, INTO THE TRAVEL"AWAY, TTIS 4'K 4' LANDING AREA MAY NCLUDE THE GUTTER PAN. TRLINCAFED 4CidE n 4' MOT 21A y STRIP 4- T WARNING FACE SHALL HAVE A FACTORY RADIUS ORBE FIELD 0 0 0 6 0 0 MMFIED AS RE :CHILE#DE D BY THE NANUFACTWRER TO MATCH T17C BACK OF CURB. 00...00 0 00000 0 4-.... T STRIP v 4" MDT 21A 00000000 Q,000000 sC t FAI..T R0Ca0000000000000 0 4 0 0 0 0 0 0 0 0 0 0 Q 0 0 STONE BASE VARIABLE FULL bYiDTH OF, R.A4I FLOOR _P PAY LIMITS DETECTABLE WIh;G TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL SUBBASE CG-12 DETECTABLE WARNING SURFACE ICATIONREEFNcr ROAD AND (.}C•E STANDARDST WENERAL NOTES) STONE BASE SHEET t OF 5 1 REVISION DATE 203:05 5 502 6 STOW1.5 N w 57DW 2.5 S 5 r.O 10' TRAVEL LANE) J to' i 1.0 TRAVEL LANE) 24' FIC -FIC N 49 TYPICAL ArZ1 HBORM00,0 ST"TT SECTION (49' )/#) LOYOLA R04P (PPRZIC RO..4,O) CS-SSAR "SfDrj fdL & JflXL7J US'Z' SUB 1 frIS'ION STRZ,ff LESION .SPZ'ZD.• ,25 AfPll O1-STRL'L'T BUZP-OUT P.4R1YAV ONLY NOTE: RIGHT--OF-WAY 6WLL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CIA R/W I CG -6 I POINT OF CG -6 4' CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER SIDEWALK 7 SURFACE EXIST. GROUND 2X 29 _ 2z 6' PLANTING •::: f 4" MOT 21A STRIP STONE BASET BASE SUBBASE 44. STGwST EXIST. GROUND t 5 ' s r0t0. PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) Y EXIST. GROUND 1 R%W 4' CONCRETE I SIDEWALK S' PLANTING 4' MOT 2tA STRIP STONE BASE EXIST. GROUND t 5 s 2x 6' PLANTING STRIP 56' Rlw TYPICAL NT.14 HBORHOOD STREET SUCTION (56' R/10) 04URWIN BRIVr (PUBLIC ST"") .QNB FdR TICX' COURT (PRIVATE' STRLL7) GS-SSWR "SlPrA I.4Z & &=P USE' SUBDIYISIOAr ST"" R SIMV SPZ,L71.• Rf AfPB' FAR1Yl1W ION OIL' SKILL:' ONLY CG -6 CURB & GUTTER 2% PARKING LANE) BASE t0' - TRAVEL LANE) EXIST. GROUhN EXIST. GROUND RIW 4" CONCRETE I SIDEWALK j I I 1 4" MOT 21A STONE BASF EXIST. GROUND EXIST. GROUND I I R/W POINT OF 4' CONCRETECURB & GUTTERFINISHEDGRADE SIDEWALK -------- SURFACE I 3:1 2X 2X EXIST. GROUND r 6' PLANTING STRIP 4' MOT 21A SUBBASE STET STONE BASE to'!, 6 5 7 EXIST. GROUND TRAVEL LANE) 56" Rlw TYPM4L iVfff6HB0RII00,0 STREET S,E'C?'ION (60' R14F) BF,RArYN L .r (Pr MV S7I''") 6S--SS.4R ,RL'SIlI ATI.4L & J IXrP USE' SUBIIIVISION STRtg'ET MSMW SPL'L'D.' ,25 XPH PWRR1YW ON ONE' SIVF ONLY 6 Pr MIN OF4 "---i 2" R CURB A o, d a d STANDARD CG- 6 URB & GU TTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. VARIABLE WIDTH) 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NO SCALE CG I2 NOTE_ COMPONENTS OF CURD RAMPS CJN$ST OF THE FOLLOWINGk SURFACE • p- }} NOTES- GENERAI_ NO i ES- OR CG -3 N UNEAR TIWHENEe4SURFACE 1. THE DETECTABLE WARNMFa SHALL BE PRCVDED BY TRUNCATED DOMES. 11111"'1" Ib-N""""' COURSEINTERMEDIATEyrs} • •.hi s}`' fir • ., :'NO 0 6" COMPACTED AGGREGATE -4 48=1 MAI( WARNING SUI'NFAcE AND SHALL BE SUBMITTED TO THE STANDARDS AND BASE COURSE, VDOT # 21ARX; Nr•r r ,rg ;r OR : DEPENDING ON 19 r ULTIMATE TRAFFIC LIMITS V&SEg% Tgs1 MAX 1 Q ter COMPACTED BOTH SIDES OF 71 RAW FLOOR, MI6 -DEPTH OF RAMP FLOOR. MI7IMUY SUBGRADE CONCRETE COVER ly-j'.. ASPHALT PAVING R 0 A Dlb NO SCALE CG I2 NOTE_ COMPONENTS OF CURD RAMPS CJN$ST OF THE FOLLOWINGk HYORAUUC CEMERNT SIDEWALK MEPTH IN INCHES, AREA IN SQUARE YA.RDSS p- }} NOTES- GENERAI_ NO i ES- OR CG -3 N UNEAR TIWHENEe4SURFACE 1. THE DETECTABLE WARNMFa SHALL BE PRCVDED BY TRUNCATED DOMES. DE`TTEECTABLE WRE tPREA L2 SQUARE YARDS} 11NG S} EACH QF THE WVE 7th IS A SEPARATE PAY REM AND SIHOLLO BE SUMMARIZED FOR EACH CURS CUT RAMP, 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SLFACES. PRODUCTS MDT I.STED SHALL MEETS RAMP ^-RAMP 121 MAX THE-REWREMENTS OF THE SPECIAL P1ROV+SH}M 'FOR CG -12 DETECTABLE 48=1 MAI( WARNING SUI'NFAcE AND SHALL BE SUBMITTED TO THE STANDARDS AND 1 SPECIAL DESIGN SECTiOM FCR APPROVAL, 3. SLOPING SIDES OF CURB RAMP MAY RE POURED M104OLITHIC&LY WITH RAMP y` FLOOR OR BY tMW, PERMIEWLE CONSTRUCTION JOINT WITH REOL9RE31 FARS, 4. IF RAMP FLOOR IS PRECAST, HOLES MUST HE ;PROVIOM FOR DOWEL HAIRS 50 THAT ADJOINING FLARED SIDES CAN HE CAST IN PLACE AFTER PLACEMENT OF Tgs1 MAX PRECAST RAMP FLR?t}FR. PRECAST CONCRETE SHALL CE CLASS A -i, TYPE A S, REUUiRED OARS An TO HE NCI.5 k B^ PLACED 11CENTER TO CENTER ALONG PERPENDICULAR - BOTH SIDES OF 71 RAW FLOOR, MI6 -DEPTH OF RAMP FLOOR. MI7IMUYCONCRETECOVERly-j'.. 6. CURB ,f CURB AND GUTTER SLOPE TRANSITIONS ADddrGEti,RT T6 CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTTER. v 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN 014 THE PLANS OR AS DIRECTED At 12,.A ay THE ENGINEER. THEY AW 10 BE PROYOCO AT INFEIRSECT4kS WERE.VER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF W14ETHER SIDEWALK IS EXISTING, PROPOSE% OR NONEXISTENT, THEY WJST HE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENCNE. R, AND SHOULD NOT - TYPE B BE LOCATED BELHIN3 VEFICLE STOP LINES, E)VSTIkC LICHT POLES FIRE 0 HYDRANTS, DROP 1NLETS,ETC. ACCESSIBLE ROUTES PROVIDE 66NIlMUOUS PARALLELEl UNOBSTRUCTED, STABLE, ERM AND SLIP RESSTANT PATH CONNECTING ALL E,EfAEMCEssieLEEws or A FACILITY THAT CAN OF APPROACHED, ENTERED E! USFD SY PEDESTRINW5, R. aAyF5 MAY IE P AOEp ALN RADIAL OR TANGENTIAL SECTPD $ PROAXD THAT 12?MAX THE CURB OPENING IS PLACFD WITHIN THE. LIMITS OF THE r^ROSSWALK ALIS - THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERFENDICULAR TO THE GLIi& 5' O 9. TYPICAL CONCRETE SCEWALK IS k" THICKWHEN THE ENTRANCE HADTCANNOT ACCOMM MATE THE TURNWyG RE0'JMEWENTS Of ANTICIPATED HEAVY TRUCK °WINTRAFFIC,REFI!R TO STANDARD CG-13,C011AWPGIAL ENTRANCE (HCAVY AT .2" HIOF R THAN TRUCK TRAFFtC)FOTi CONCRETE DEPTH. EDGE OF PAvEM:`tMT Iii. WHEN CURB RADS ARE USED sly CGNAWTaON WITH A SHARED USE PATIT, Al XX , SAYE A5 TOO OF CURB THE MINIMLIM WGTH SHALL BE THE WIDTH OF THE SHARED USE PATH, Tt. WHEN ONLY ONE CURB RAMP IS PROV1DED FOR TWO CROSSINGS CD"NAL), T YPE C A 4°x 4'LANDINO AF A $HALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL Ass PERPENDICULARINTOTHECROSSWALKWITHOUTWAW, INTO THE TRAVEL"AWAY, TTIS 4'K 4' LANDING AREA MAY NCLUDE THE GUTTER PAN. TRLINCAFED 4CidE n 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF y CORO AT ENTRAtNCE5 9R STREET CDM#ECT THE DETECTABLE o WARNING FACE SHALL HAVE A FACTORY RADIUS ORBE FIELD 0 0 0 6 0 0 MMFIED AS RE :CHILE#DE D BY THE NANUFACTWRER TO MATCH T17C BACK OF CURB. 00...00 0 00000 0 LA'N571kG RAWcx D D 0 0 0 0 CI 0 0 0 0 0 0 0 0 v D D 0 0 0 0 0 0 0 0 0 0 00000000 Q,000000 sC t FAI..T R0Ca0000000000000 0 4 0 0 0 0 0 0 0 0 0 0 Q 0 0 ATt) ETFCfAHLF CU R UMG SEENOTE B D0.7RR 1:4" VARIABLE FULL bYiDTH OF, R.A4I FLOOR _P PAY LIMITS DETECTABLE WIh;G TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL o CG-12 DETECTABLE WARNING SURFACE ICATIONREEFNcr ROAD AND (.}C•E STANDARDST WENERAL NOTES) 105SHEETtOF51REVISIONDATE 203:05 VIRGINIA DEPARTMENT OF TRANSPORTATION, 502 Yx J K y1 j t^" LI SCOTT R. COLLINSZ' No. 35791 IOXAL z ILL V) z JJ U U 0 v a 01v y v xv z Z O cu N w L f] J o N 0 E z ui Ln Lu c cc c1 cc s C i. k v cC C uj DID c 0 E C C I i I t ; I i i i i i I i ! I ! 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TMP 91-18rI "" -r . _. A x , _ 1_11 , 1.610.,.. IN "I __1__ " -, __ '" _--- 111- -" DORA _. _.",,, 7n _' (Di - '' , " I - , -- -, 11- , , f'! W'- - 1 , . - -- 11- - - - WENDELL W. WOOD k,z _ , ' 0 , ,I ", " ;. - 1- I " .. _--_," r:'__ , - 1, ' n- , -'-r "- -111 - --------- ,,,, 11 . I --_ u 4 - xIt, 04,. - 677 PLAT Q) I/ ___ C) D.& 1707 P 582 krl , '' ._."r I - C) 0jj6 '__'_"' " g _7, _ I,- . _,'_:__,''._',-__ 1 "I -';'""' - ""' '-_:' D.& 1671 P, 245, 246 PLAII -_ I - 1__' - L! - ,,- r,- 111, I --.,- - t' - , "_'r -, I ; j_ 7_7 -1- I \ _ j-' "'- 1- j- 1,L, , $- 1 '-"' __-_' -1 '' D.B. 288 R 347 COMM, OFVA CN I '!!_'_" - '__ 1 __ _ P10--, ' ___ `- , 1_ 4 77 ,i - _11 ' 0R .. -' , - I I I W',"-_ - ". _- ,,, ' I'll D3, 279 P. 493 PLATe " I -' - ' , , - -'-' , Q) I tov ' " - _"_, W - 01'' Lvvr, ' 0 V 11 j 9 "" Alp", - 1 0 t' "!'-7 1 _ biW _;11" r, ; _Q P, r "'i .l _' I I _ _' Ii6l'& i ' 7 - " , '! I r-, ''?""' W'L " xy rur" ,,, "," "" _Q6 _ - '\ 'i' - " 'w, uw , 7i I Ir,/ , ". , , - GRAPHIC SCALE a Lu 1, . 0%iaw F" 11I W 22 k '11 11 I . 0 I r *1 I 0 1:, 4 , / 6i $o G 2$ so loo 2co L) I I I I IIfli , I I V) 111, I JOB No. rnmMMMMMM? 1 112066 0 I v -- Lvi 11 I i I I N, I iN'_' i I 11-1 ' r i A 11, ) - - L _ P, W., "-I 5<_ , ' S, 4 IN FEET ) SCALE Ca In 1 inch = 50 ft. . AS SHOWN c. I0- SHEET NO. a) I m 6 = v I_ z ww z CD zw z JJ O a CN Nr- 0O U C4) a. NN Q) LdXQ) Q) S a 3 G C Y N Ca V La-+ N Q aa L0 CQ D? C Ca U 7Li- N QG aN QI a c F= Q7 G C L Q) Q7 ON OL QlN QdL Q T CO LOv- vN 7 v O C 53N CQ LQ d C LO a) O C Q) V7 QL Q) L v 0C O C Ca Z_ 10 uw z CD zw z JJ ca U v - Q TvLQ) CLOLQ_ Q) En UX4) N Q) LQ NNCv E nva a 0 UGNN C NCO 0- 0) Nv iI— H 0 SCOTT R. COLLINS?, U No. 55791 YO IQNAL w W each far -rent Affordable Housing grit may be increased u to three thereof, during the Affordable Term shrill contain a complete and fullgP« ., i nt I established bparagraph W percent ) For purpose of this proffer statement; the terra 'net disclosure of the restrictions and controls i , .. 1 A At least thirty 30 da prior to the conveyance of an interest inrent' means that the rent does not include tenant.. -pard utilities The ' p Y J requirement that the ants for such far -rent Affordable Housing Units any for -rent affordable unit during the Affordable Terra, the then- Q may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and shall apply for a period of ton (10) years following the date the provide the name, address and telephone number of the potential certificate of occupancy i J is issued b the Coup for each for -rent grantee, and state that the requirements f this paragraph IC have U) O Affordable Housing Knit, or until the units are said as lour or moderate been satisfied cosi units qualifying as such under either the Virginia Housing ash Pr#ters -Qr sidential its. Beginningwith tllc thirteenthDevelopmentAuthority, Farmers Horne Administration, or Housing C n nd UrbanDevelopment, ti ri iehev first the residential unit for which a building permit is obtained, the OwneraSection , whichever comes g Affordable Term") The Owner sof each Affordable Housing Unit stall contribute cash for each new residential unit that is not classifiedX shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit_ This cash contribution Shall be for the Z g ies of purposes of address ng the fiscal impacts of development, on the provide written reports documenting rental rates and occupant p' g P County's public facilities and infrastructure, i e schools, public safety, C) the affordable unitsp Ulibraries, parks and transportation The cash contribution shall be "' 13, For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and 0/100 dollar ($4,918) Z cash for each new single-family detached dwelling, unit. The1-tousrryg Units shall be approved by the Albemarle County Office of g Y ' Housing Or its designee The Owner shall provide the orunty or its cash contribution shall be Three thousand eight hundred and' W LU O designee 180 days to identify and pre -qualify an eligible purchaser for forty fare and MOO dollars ($3,645) cash foreach single family the Affordable Housing Units The 1 — day period shall commence attached or townhouse a drwelling unit. The cash contribution shall upon written notice from the Owner that the units will be available for be Pard at the time of the issuance of the certificate of occupancy for U sale This notice shall not given 12 prior to the each new unit in order to be consistent with current state law be g e more than ! days anticipated receipt of the certification of occupancy if the County or its designee does not provide aualified purchaser daring this rickg Beginning January 1 201 the amount of the cash contributiontheOwnershallhavetherighttoselltheunitswithoutanyrestriction ` required by this proffer shall be adjusted annually until paid, to reflectonsalespriceorincomeofpurchaseriftheseunitsaresold, this proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the a Marshall and Swift Building Cost Index ("M I") In no event shall any LriceforAffordableHousingUnits65 ' of `l III A s Maximum Sales } p cash contribution amount be adjusted to a surd less than the amountPriceforFirst-time Homebuyers) The calculation current put fife 1 QyrpinitiallyestablishedbthisprofferTheannualadjustmentshallbemaximumsalericeforAffordableHousingUnitsat $211,25 1 Y 0p made by multiplying the proffered cash: contribution amount for the Go preceding year by a fraction, the numerator of which shall be the MSI LU f G}r unv+vance ref Ir~rt Vit» All deeds conveying any of December 1 in the priding calendar year, and the interest in the for -rent Affordable Housing Units during the Affordable denominator= of which shall be the DISI as of December 1 in the year. C preceding the calendar ,year most recently endedTermshallcontainlanguagerecitingthatsuchunitissubjecttothe terms of this paragraph 1 In addition, all contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part Lu C OO ce) 0 C6 OQ 7O_ C N O same time The Owner shah obtain approval of all road plans and C)'.. - bond prior to the issuance + the l it building permit or first approved M Commission expires subdivision plat, whichever ones first, to ensure that these:. O, improvements can be completed in a timely mariner The Notary, Public 0 improvements shall be deemed to be complete when they are V) accepted into the secondary system of highways or the CountyDiAN[ L Engineer determines that the roadway is safe and convenient farNotary Public travel At its scare expense, the Owner shall make the needed """ 7 s t ° ) ar$ - improvements, it any are required, to the portion of the lot myCamrnsssion t¢iCeS'May' 31 L o 0 immediately adjacent to the site south on Route 20 that may be Lu Q needed as a: result of widening Route 20 Should these improvements O r require a retaining wall and i or a reworking of stairs, these LIJ LL improvements shall be reviewed by the County Architectural review Q Q Board, since Route 20 in an Entrance Corridor road 3 C This document shall supersede all Cather agreements, proffers or conditions that may be found to be in conflict. These proffers shall be binding to the LLI r! --i property, which means the proffers shall be transferred to all future propertyI— E successors of the lance Ul Z WITNESS the following Signature USPRINPVILLAGHODING, LLO ZLL Z f 71 By_ ' 0 0 Vita Cetta, Manager - O W LCOMMONWEALTHOFVIRGINIALL CITY/ _UNIY OF __ : _ ,,,r t to wit. Q U Xw The foregoing instrument was acknowledged before me this r day of 201# by Vit, Cetta, Manager of Barracks Heights, LLC, a v Virginia limited liability company EU0 W 0 LU L v JOB NO. 112066 a SCALE a N/A a Q SHEET NO, 8 F- W• STATEMENTPROFFER ZMA No. 2013-00017, Spring Hill Village Tax Map TMP 09000-00-00-02800 Owner RecordSpring Date Of Proffer- September 29, 2014 Revised December r , 2015 12.99 Acres to be rezoned from Residential R I to NEIGHORHOOD MODEL DISTRICT (NMD) Project Address 1776 Scottsville Road rs CettaContactPerson 1730 ''#Drive Charlottesville ' # a 434-531-2192 Magisterial District Scottsville Vito • r manager # Spring Village # / and will serve T : . is • '! # r # # •. # # r r 'w as the owneras representative of Spring Hill, Village Holdings, LLC which is a Tax r and Parcel TMP M0l0'R. s 09000-00-00-02800 is the subject of rezoning application ZMA No 2013- 00017, a project known as Spring Hill Village The term " Ownerm as referenced herein shall include Within its meaning the owner of record and SIF Exhibit d r _ euYY h _ " Application w refersinterest. successors Y Code of Development last revised August 28, 2014 r # # k -.: # - #. i i•+. # r. - rr , r. # r #. au + r #. _ yy yY, yy' T If T f F r w '! #.. # i #' s .. . # Y - # ' # 'iY r rT • # i r y: w " r s • + # t : # +.. a i« a i ; t + . M , - # w r . a. , s . r. A r.. #' # y. +. !'. i s.. _ i : #. r P ya».I! ii. 1 r + 1 r1 ' R } M . # fi ! T y w w y _. w. + s a .w # iP r M ' al + ! # # s C : : . . w. #; ! YI. # + r #:M 1 ! Y V i _ # t # *' # # i l " # i W !t . '`: f # . 4 . # # i r + # i # IM' " '* ; i f ty r r,, i e s "` i i s • i H 0 SCOTT R. COLLINS?, U No. 55791 YO IQNAL w W each far -rent Affordable Housing grit may be increased u to three thereof, during the Affordable Term shrill contain a complete and fullgP« ., i nt I established bparagraph W percent ) For purpose of this proffer statement; the terra 'net disclosure of the restrictions and controls i , .. 1 A At least thirty 30 da prior to the conveyance of an interest inrent' means that the rent does not include tenant.. -pard utilities The ' p Y J requirement that the ants for such far -rent Affordable Housing Units any for -rent affordable unit during the Affordable Terra, the then- Q may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and shall apply for a period of ton (10) years following the date the provide the name, address and telephone number of the potential certificate of occupancy i J is issued b the Coup for each for -rent grantee, and state that the requirements f this paragraph IC have U) O Affordable Housing Knit, or until the units are said as lour or moderate been satisfied cosi units qualifying as such under either the Virginia Housing ash Pr#ters -Qr sidential its. Beginningwith tllc thirteenthDevelopmentAuthority, Farmers Horne Administration, or Housing C n nd UrbanDevelopment, ti ri iehev first the residential unit for which a building permit is obtained, the OwneraSection , whichever comes g Affordable Term") The Owner sof each Affordable Housing Unit stall contribute cash for each new residential unit that is not classifiedX shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit_ This cash contribution Shall be for the Z g ies of purposes of address ng the fiscal impacts of development, on the provide written reports documenting rental rates and occupant p' g P County's public facilities and infrastructure, i e schools, public safety, C) the affordable unitsp Ulibraries, parks and transportation The cash contribution shall be "' 13, For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and 0/100 dollar ($4,918) Z cash for each new single-family detached dwelling, unit. The1-tousrryg Units shall be approved by the Albemarle County Office of g Y ' Housing Or its designee The Owner shall provide the orunty or its cash contribution shall be Three thousand eight hundred and' W LU O designee 180 days to identify and pre -qualify an eligible purchaser for forty fare and MOO dollars ($3,645) cash foreach single family the Affordable Housing Units The 1 — day period shall commence attached or townhousea drwelling unit. The cash contribution shall upon written notice from the Owner that the units will be available for be Pard at the time of the issuance of the certificate of occupancy for U sale This notice shall not given 12 prior to the each new unit in order to be consistent with current state law be g e more than ! days anticipated receipt of the certification of occupancy if the County or its designee does not provide aualified purchaser daring this rickg Beginning January 1 201 the amount of the cash contributiontheOwnershallhavetherighttoselltheunitswithoutanyrestriction ` required by this proffer shall be adjusted annually until paid, to reflectonsalespriceorincomeofpurchaseriftheseunitsaresold, this proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the a Marshall and Swift Building Cost Index ("M I") In no event shall any LriceforAffordableHousingUnits65 ' of `l III A s Maximum Sales } p cash contribution amount be adjusted to a surd less than the amountPriceforFirst-time Homebuyers) The calculation current put fife 1 QyrpinitiallyestablishedbthisprofferTheannualadjustmentshallbemaximumsalericeforAffordableHousingUnitsat $211,25 1 Y 0p made by multiplying the proffered cash: contribution amount for the Go preceding year by a fraction, the numerator of which shall be the MSI LU f G}r unv+vance ref Ir~rt Vit» All deeds conveying any of December 1 in the priding calendar year, and the interest in the for -rent Affordable Housing Units during the Affordable denominator= of which shall be the DISI as of December 1 in the year. C preceding the calendar ,year most recently endedTermshallcontainlanguagerecitingthatsuchunitissubjecttothe terms of this paragraph 1 In addition, all contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part Lu C OO ce) 0 C6 OQ 7O_ C N O same time The Owner shah obtain approval of all road plans and C)'.. - bond prior to the issuance + the l it building permit or first approved M Commission expires subdivision plat, whichever ones first, to ensure that these:. O, improvements can be completed in a timely mariner The Notary, Public 0 improvements shall be deemed to be complete when they are V) accepted into the secondary system of highways or the CountyDiAN[ L Engineer determines that the roadway is safe and convenient farNotary Public travel At its scare expense, the Owner shall make the needed """ 7 s t ° ) ar$ - improvements, it any are required, to the portion of the lot myCamrnsssion t¢iCeS'May' 31 L o 0 immediately adjacent to the site south on Route 20 that may be Lu Q needed as a: result of widening Route 20 Should these improvements O r require a retaining wall and i or a reworking of stairs, these LIJ LL improvements shall be reviewed by the County Architectural review Q Q Board, since Route 20 in an Entrance Corridor road 3 C This document shall supersede all Cather agreements, proffers or conditions that may be found to be in conflict. These proffers shall be binding to the LLI r! --i property, which means the proffers shall be transferred to all future propertyI— E successors of the lance Ul Z WITNESS the following Signature USPRINPVILLAGHODING, LLO ZLL Z f 71 By_ ' 0 0 Vita Cetta, Manager - O W LCOMMONWEALTHOFVIRGINIALL CITY/ _UNIY OF __ : _ ,,,r t to wit. Q U Xw The foregoing instrument was acknowledged before me this r day of 201# by Vit, Cetta, Manager of Barracks Heights, LLC, a v Virginia limited liability company EU0 W 0 LU L v JOB NO. 112066 a SCALE a N/A a Q SHEET NO, 8 F-