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HomeMy WebLinkAboutSDP201500050 Plan - Other (not approved) Initial Site Plan 2016-10-05GENERAL NOTES: DOWNER PER ALBEMARLE COUNTY RECORDS: ROUTE 29, L,L.C. P.O. BOX 5548 CHARLOTTESVILLE, VA 22905 ,DEVELOPER: CATHCART GROUP 200 RESERVE BLVD, SUITE 200 CHARLOTTESVILLE, VA 22901 CONTACT: MR. RIP CATHCART -EGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293.3719 �- 4 ,.J ,TAX PARCEL #: 03200-00-00-04500 (PART OF); D.B. 3801, PG. 609 -„ - D 12 T ,,-ZMA-200 .00 .PROVE .9 0 ' MODEL DISTRICT), A � 7 ZONING: NMD (NEIGHBORHOOD O _ _ _ / - . % TOTAL ACREAGE OF PARCEL 32-45: 28.30 AC. 2.00 - -- -_oil ( AC. PARCEL C2 + 5.77 AC.. D1 & D2 -1 7.77 'C��TOTAL) � l� r� s� k� 7, a. - AFFORDABLE 2 BEDROOM & 41 «, I - BEDROOM, 62 -BEDROOM, 03 CLUBHOUSE 1 D2 87 1 BEDR00 9 =E: 203 UNITS &) PROPOSED USE: / ' UNITS (17%) (21 1 -BEDROOM, 20 2 -BEDROOM) ON C2 PARKING REQUIRED: PER THE HOLLYM EA D TOW ENT ER CODE F DEVELOPMENTPMENT (RESIDENTIAL UNITS): ) 21- q 1.5 (SPACE /ONE BEDROOM UNIT) 2.0 (SPACES / TWO OR MORE BEDROOM UNIT) PARCEL C: 1.5*21+2*20=71.5 SPACES PARCEL D: 1.5*87+2*96+2*20=362.5 SPACES J TOTAL REQ'D= 434 SPACES PARCEL C & D PARKING PROVIDED: PARCEL C: 76 OFF-STREET SPACES PARCEL D: 323 OFF-STREET SPACES + 51 ON -STREET SHARED PARALLEL PARKING SPACES 376 SPACES TOTAL: X450 SPACES tDENSITY: ALLOWABLE DENSITY: Di: 54 UNITS (MIN) AND 107 UNITS (MAX) ¢� D2: 110 UNITS (MIN) AND 220 UNITS (MAX) 'MW ` C2: 35 UNITS (MIN) AND 70 UNITS (MAX) ' PROPOSED DENSITY: D1: 92 UNITS D2: 111 UNITS C2: 41 UNITS V�'T OPOGRAPHY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE 2007. SURVEY INFORMATION PROVIDED BY RIVANNA ENGINEERING & SURVEYING, PLC. TOPOGRAPHY FIELD VERIFIED M" COLLINS ENGINEERING SEPTEMBER 2015. t,BENCHMARK: EXISTING TOP OF BOX ON LOCKWOOD DRIVE, ELEVATION 556.63'. EXISTING TOP OF BOX ON TOWNCENTER DRIVE, ELEVATION 554.21' DATUM: ELEVATIONS BASED ON NAD 83 DATUM. ;,FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO140D, EFFECTIVE DATE FEBRUARY 4, 2005. THERE IS NO 100 -YEAR FLOODPLAIN ASSOCIATED WITH THIS SITE. *.--STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS. -1/ '��4�.�WATERSHED: THIS SITE DRAINS TO THE POWELL CREEK WATERSHED. EXISTING VEGETATION: THIS SITE WAS PREVIOUSLY CLEARED, VEGETATION IS MOSTLY GRASS. SETBACKS: - FRONT YARD - 4.5 FEET (1' BUILD TO LINE); SIDE YARD - 5 FEET; REAR YARD - N/A; PARKING -MIN. 18' FROM GARAGE TO PRIVATE ACCESS EASEMENT MAXIMUM STRUCTURE HEIGHT: BUILDINGS SHALL BE 4 STORIES LAND AREAS: IMPERVIOUS AREAS: BUILDINGS: 71,165 SF (1.63 AC.) PARKING: 128,365 SF (2.95 AC.) SIDEWALKS & POOL: 14,500 SF (0.33 AC.) OTAL: 214,030 SF (4.91 AC.) = 63.2% = OPEN SPACE/RECREATIONAL AREA: APPROVED OVERALL FOR HOLLYMEAD TOWN CENTER ZMA-2007-001. 41,600 SFCENTRAL PARK & 13,200 LINEAR PARK PROPOSEDPOSED WITH THIS PLAN. TOTAL OPEN SPACE = 2:24 ACRES (28.8%) TRASH COLLECTION: DUMPSTER is PROVIDED. , 3 f9gRETAINING WALLS: PROPOSED WITH THIS PLAN. �_NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY, STEEP SLOPES: THERE ARE MANAGED STEEP SLOPES ON THIS SITE AS SHOWN ON THE EXISTING COINDITIONS SHEET. THERE ARE NO PRSERVED STEEP SLOPES. 'PHASING: SITE MAY BE DEVELOPED IN TWO PHASES. STREET TREES WILL BE PROPOSED WITH A FINAL SITE PLAN IN ACCORDANCE WITH THE HOLLYMEAD TOWN CENTER CODE OF I DEVELOPMENT AND ALBEMARLE COUNTY ZONING ORDINANCE, SECTION 32.7.9. *THE LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN FOR THE OUTDOOR PARKING,. & IT WILL ADHERE TC T' DARK SKY AND ALBEMARLE COUNTY REQUIREMENTS. COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. I Lo I I I rj VflAmEQ9uk1mw&2ITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA OR _ -� _ I -- J(EETINC"STREET VARMBLE WIDTH PUBLIC F DR 6R ..-.-.-..-._ i 6R -�t-1 BR it.-CR.-_.._6R.-,.-,....-1..-.._,I-HR ...-.-.__6R__..__-_{�� zu i F3R 1 BR -11-- dR� a as m I 7 F3fZ 1 7 nil 2 BR TF I 1 2 2 1 Bft ©u d RR @R ax OR 9 BR 1 8 1 -I_8R­ 2 6R ( 1 DR Y'--•L"t fP€ LEGEND Sheet Title . COVER SHEET RESIDENTIAL UNITS I EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRIVEWAY CULVERT MARKET RATE UNITS AFFORDABLE UNITS Q DROP INLET & STRUCTURE NO. i BENCH MARK t FOR TOTAL % OF AREA BLOCK (AC) CLASSIFIC NON-RESIDENTIAL AREA (SQ. FT.) AREA (SQ. S. F. S. F. TOWN MINIUM / RESIDENTIAL DETACHED ATTACHED HOUSE TOTAL UNITS TOTAL # _- FOR RENT ACCESS ------------ ATION i{ N 6 83 BENCHMARK - UNITS LOCKWOOD DRIVE = ` APARTM TOP! OF BOX 83 BENCHMARK-__-__ 68�. PU.�IrIC_�,��P __rjhAA0 19 70P OF BOX -... ...._-_-.__. _ .. ..._.- _ _._..__ .�R�.POeSEI.� _ - sirmw M Pow - RATE UNITS =556.63' PROP= 10' DEDICATION ENTS OR _ -� _ I -- J(EETINC"STREET VARMBLE WIDTH PUBLIC F DR 6R ..-.-.-..-._ i 6R -�t-1 BR it.-CR.-_.._6R.-,.-,....-1..-.._,I-HR ...-.-.__6R__..__-_{�� zu i F3R 1 BR -11-- dR� a as m I 7 F3fZ 1 7 nil 2 BR TF I 1 2 2 1 Bft ©u d RR @R ax OR 9 BR 1 8 1 -I_8R­ 2 6R ( 1 DR Y'--•L"t fP€ LEGEND Sheet Title . COVER SHEET RESIDENTIAL UNITS ....... EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRIVEWAY CULVERT MARKET RATE UNITS AFFORDABLE UNITS Q DROP INLET & STRUCTURE NO. i BENCH MARK RETAIL CONDO GROSS FOR TOTAL % OF AREA BLOCK (AC) CLASSIFIC NON-RESIDENTIAL AREA (SQ. FT.) AREA (SQ. S. F. S. F. TOWN MINIUM / RESIDENTIAL DETACHED ATTACHED HOUSE TOTAL UNITS TOTAL # % OF TOTAL FOR RENT ACCESS PREVIOUSLY BANKED BANKED ATION i{ N 6 83 BENCHMARK MARKET UNITS SALE APARTM TOP! OF BOX NUMBER TOTAL - 7BC DENOTES TOP/BACK CURB 6" ".. RATE UNITS TAB DEN07ES TOP OF BOX ENTS OF UNITS UNITS UNITS USED D1 &D2 5,77 residential 0 0 0 0 0 203 203 35.2 203 100.0% 0 t_ w tv k 0 0.0% 0 0.00 C2 2.0 ��I i l l i h'• :I�� I I I i 1 8R 8R i �� �I� �I I 1111111':,1111111111 - I I �, / f t •� - _.. m « 73 r t s w r �..,a,,.:::. .• ,; ,•vim"' �_ .•_ -_,. .., , _. .._ _ _-..-.. �..,:,_ .. .. .. ...__.. .. ... PROJECT OVERVIEW SCALE: 1" = 80' DEVELOPER UNITED LAND CORPOP.ATION OF AMERICA 2315 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 "/o OF IUTALAFFUKUAbLLUNI 15 U.U% 1uu.U% U.U% IVCI tShVVNCu J. Ju UNITS AVAILABLE 1O LEGEND Sheet Title . COVER SHEET RESIDENTIAL UNITS ....... EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRIVEWAY CULVERT MARKET RATE UNITS AFFORDABLE UNITS Q DROP INLET & STRUCTURE NO. BLOCK BENCH MARK RETAIL CONDO GROSS FOR TOTAL % OF AREA BLOCK (AC) CLASSIFIC NON-RESIDENTIAL AREA (SQ. FT.) AREA (SQ. S. F. S. F. TOWN MINIUM / RESIDENTIAL DETACHED ATTACHED HOUSE TOTAL UNITS TOTAL # % OF TOTAL FOR RENT ACCESS PREVIOUSLY BANKED BANKED ATION FT.) APARTMENT DENSITY UNITS UNITS UNITS MARKET UNITS SALE APARTM ORY NUMBER TOTAL UNITS 7BC DENOTES TOP/BACK CURB 6" UNITS (DU/AC) RATE UNITS TAB DEN07ES TOP OF BOX ENTS OF UNITS UNITS UNITS USED D1 &D2 5,77 residential 0 0 0 0 0 203 203 35.2 203 100.0% 0 0 0 0 0.0% 0 0.00 C2 2.0 residential 0 0 0 0 0 41 41 20.5 0 0.0% 0 41 0 41 100.0% 0 0.00 TOTAL 7.8 0 - 0 0 0.0 0.0 0.0 244.0 244.0 203.0 0.0 41.0 0.0 41.0 1 16.8% 0.0 1 0.00 "/o OF IUTALAFFUKUAbLLUNI 15 U.U% 1uu.U% U.U% IVCI tShVVNCu J. Ju UNITS AVAILABLE 1O Sheet List Table LEGEND Sheet Title . COVER SHEET EXISTING CULVERT ....... EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRIVEWAY CULVERT GRADING & UTILITY PLAN 6 Q DROP INLET & STRUCTURE NO. 7 BENCH MARK - CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT -w- VDOT STANDARD STOP SIGN EC -3A DITCH - - _200- - - EXISTING CONTOUR 6" DEPTH OF EC -3A DITCH PROPOSED CONTOUR 200 EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION 7BC DENOTES TOP/BACK CURB 6" DEPTH OF EC -2 DITCH TAB DEN07ES TOP OF BOX Sheet List Table Sheet Number Sheet Title . COVER SHEET 2 PROFFERS 3 EXISTING CONDITIONS 4 LAYOUT PLAN 5 GRADING & UTILITY PLAN 6 NOTES & DETAILS 7 STORMWATER MANAGEMENT PLAN 7 TOTAL NUMBER OF SHEETS APPROVALS _ QATF� DE;�E} AIt�"I�`2VIrB(NTry CJF C(OMN1t�NrrY DEVELOPMENT 1� LAI`dl`61::R/ZX..�O3° INCA ENGEN SBR INSPECTIONS ARB DEPARTMENT MENT OF FIRE RESCUE ALBEMARLE, COUNTY SERVICE AUTHORITY VIRGINIA DEPARMI?aN"I OF TRA,N PO I't'4TION IIEA TF DEPARTMENT �H 0� U OSCOTT R. COLLINS'Z, U No. 35791 �o ONAL E��Z V) z w Q 0 a 11104 U) W ce z O � a a Lf) m Lu =) 0 Ln Z J O < H H H wuj H . I I - - . , I H 0 I - 1 I I - I I I I 1�;,!-',', - -----. ,�j*" W-ft,�i� . "'. w ., � �� �- �- � � I �, �_, - -� I- - -,--1 7-1; -q " �, �� '' I - � ,,,, � � - . � - I � -.1 11 1� �- -1 -4 , 474 . ,:-a -- , ,�,- - . z�j ,N� ---� - . . I , ,if - .- , � I , � � , , 11 , - t ", - j SCOTT R. COLL INS �-� , I a --4, -1-11 . -�Y . , Al ',�-" -- - `-�. I I- - -1 ",", �,,-, .11 - I .1 ,,,, - - � - 11 � - - ,� - I ltu'i,,o�d Pl-c,lh: , - � - 11-1- � r, Hilim -nilf qwufifyi,,,',�,, ',,-, ' "r � ,d!,,!�rrl �, ur,d, r f-b"c"ic p4nam,etar?, C'C"'C'u-t3l as o' e ( I " at oxrdabdk,,�, unit, _ I -e : , ) �-) No. 357� K �� 11 11� A , " I , , , , " ,- �, , - - � - C Arrw-mdcd pr-�Ft r� ,) 11�) COUNTY Of' ALUEMARLE I ,I , , - ,c j:Cq "dl��114 14w 0wrict ,-,�IhWl provida affirrembic how,iffg qual it,) teticnty I � 'UntAfford lopo� ­ I % Dep.artment of Community I)eVelopffmot jxtrc�crtl (20�",;i') of the )(mal mh-31, utnut c msTrocit'd on t,b(,',, froporty, in the form tif fQr-sale oosidv B, -R 4) , For bir U Si 4' �� - ------ ;.,;,.Wz--ffa-m-m-L ' 'S'10NAL '- 401 IN10ofiry Rosd, -NkirthWing! I , VROFFE"R FORM I I - -1, _YnOt-onitaimm, and At-xwrlhtmvw�i, and for -t 6A a,:oftdofnir6ljrAS, toiwnhousc-s' apartm-cat's arl,"I - ( I � kj - Charlattesviliv� Vjr� � girtiv, 22"2-45% � - - Ai icast 40'17� ["c' Como, for salc % Rental � �- MI-1-m-PtAut-,�, The kiiiial rt,& ment ftir iuoch fi)r-rent affordahle unit shali . Pbout (434)296-5832 YAV1434�) 9714124 1,11w�, Notw�%,,-mhvr 4�, 2010 ZlWz6i mey Ufjits. of thoz affi,xchi-bic liflit"', will Irl the� fil, fl(r( clx"t,d the thou-'e'twent and appfio4b-lt� max1rutim tietreal-I ",e � pobdished I tlae clitouty - ---------- ... � -- - � - 'Futw;i coodorniniun s tiod w-wohotm-m 1�flcb st-110 I -� hvisiof-1 plar,4nd -,si-tic pl#n hx lanti w0hitt thte flroperly, ,by � I I , I (1'10W,ot Arco A-�Zi ZN4A fl- ZMJ\ -�,11)10-0016, llo,flymead A � I I I , -I - -� i y a - 1, lkats or tl - , k - ihall &�, ic N i 9- 111f.iM 01 , ruts't ��,,t -,tpplic,,66�, that WOU, m'd-)jock "o ffw t�erllrr; and ixoodi i Housing Offioe� In citt;h --mbs'almot a-alti-Khar vemr- thel roomthly -not roat for Cwh for-n-'rit , , , I -e, , I , I � , ,; k� j -1 - F��,��, Nlilo fl�,fl-i--vl Nmii'hcfs� 12 V at, "'-' - Iq I �Ysl I- - 11-113 plo,tycr, , nicOrpara1g; aff-w-ortbic Unifs a� dcr7w-rif d ttcrk.4,1� -411d file aggm�Axc lam,lber of eD, ,_��,, -4 111�s, � , _�, - _.. I aff rilal"tle ralit to Y he mcr,k,,'X,-,tA- ripp to, Ilk _,� , 'T'. - (,RNO. ror ,pi3OTx,'ni1.%,i U't th,"s [:irot 1& , � � � - , " "Twt "Phr, November 19, 2010 , , I � I ,- Stich lot's of units acclignute4i ft afforcl-ah(f'-, uinits Within rach 'm-Atdivi,4(,m Plat and t,itc ola-r-1 -m, I xToleutent, tfw -re'l I reall" locals; qlat th� mnt does frot i,TV.Jtld,(- W-mont- a d railitim IN I 4-4 � 5 Acres to I)c rc-zotivd fronj RA t ti NNI D -#r , , I remimment, that, tile renti, for s'uch rbr-rvot afffir-4abit, ltaitst n1ky not excevd- Ole maxim,wrl Ai - , -- clit (2,056) 4uf th 4�t,5,-, in -,(901 S11l-K4iVi,,-9,i§,,'T1 f1l � all cafv�tifroft a mu"ilimm orIvi,coltv petIC 1� '-, k ""O or smc I . - -I 0) yctus NlnrNing the n rejas eslabl '511 -ad in this 1`1011, r IB sluall a pply 1`4-,�r a periot-1 of tell ?I Scott Colfin% Cohin� En ineenng I 9 in OnjwIctiov, with the, Apfilii�--aiiori Piat-, crltlljlt�d "'AMA Appliz,30o" fillam ("or NNW) portiorl of plao- I , , date thc�ccrtifb-,�Afe of-mouparicy", Is issue'd by the '0ounty fi-m- tach fbr,rent affordable'unit, or 200, Garrett Street, Soito K F(ollyrytead Tmhrn C<�'nt�or A-2-- A Irdi Nfiarch Y'l, '2,006, '1vviScA Atl,,goisl 31� 200`7 ftlu--- untif the unib art,, so1d as, low or nroderift,,,,� Cost mnits quatd`�Jm s- sw,c:b und -1ther fht- g a, t Cbaflottesville� Va 2290 I ;,-1 , , I � I Appiiv,;,alitin Men" and the �,Vmaldrnmt to th,,± Al:i,pk(-iaim-,t Phai ttntitieO� "Ametio,tment ttt the -- - 1-lic Cyvolzr rrlay "i:lal-y-ovf,�r` o, "t k, Credits for affiffdable ti,vit's i1i thc ov-eilt ati I I ividtful -1, in I 'W,ijahlc 'pialn do-,,-4f�ztrlates , Jor gi , Vir Inia Hou'sifig Devel�,)pnionil iktiftlrikty:� Partners Home Ath-n-inistration, or Housing ,md RC : ZMA201000000 HollymeaO- Town Center Area A2 I � Nimv,nibtir 1, '2�01() (tht! -Airwaded (�Crimltj 0evc4opment, Plan fi>r,ZMA 20()7-001,` d�atvd i - in, stAN"U'Vision 11'al or sit Le al Units 1hat I Ir I 11 �, th't ru%rc-pac e-xut-AM I - - 'C -t 11, , , I '1rK1iiJ)0Vkr�10'Pivqe"t, sc�l:rihiil 8, ,�mhic;N�,v- t vor"exess fiv-1 (tb,c "AY(iirdtible ['nib"), - i - t:t (- -' TMP 0200-00-00-0450b, 03200,0040-0500, and 03200-00-00-05600 I I I 1,11 i � , Ap,rl4ca'flofon 1:11- �i 'bi 131,ock;;� B1, K2 aud '13141-) am"! 11-jo,VVrm--,-,,;,,d Tww)t C',oatvr Are -a A -'.'t ZNIA 11 e Ommtv 11 - IX-T,cant 0,014) trtinirltrau fk,w mach mbil ojoa ptat ot site plals. ahti.sm dditi) , I fivir' elt 4 d A Raj - I - -' . - I , 2("MI-0(y) Rt:�/toning Ar -Ati� - I ", cof f veloptit lit apt,irckvo 41 - )e C - rpliem-,m aod the tet,,i� Code 'i , afford'ahle ufnits amy be, kAjoeatVt! to'Am-,mi thc twcroy Tw-c-c-ran (201,r4) mittimurn em, any flaurct 1-1 - ; Cd- �, kC,an-yemma or,"� -Um All dcmxis con-vevIng dyly 'atmest *if) lite fol -rent A , � k z - - i'�'of-titil'tcli�'IFIN��,,itti� IA'21010-006- - �,,Wbifiliisioa plat fit siw plao"Ptovided [�,13.�Wevvr� that the maximurn, amnbwr 4affilV4,1417'je i1flit; - affbrdafrie u.stits during, 1-1-#: Affcwdmible '17m,"I ahalfl comain larl-guagre retziting, that sucis uuit is 0 - Doer Nit, Collins, I I , jf�jaj trjay be C.arrit'- � "ked I --rity PCre-val fl(m,it) or tht total units On 'tj oyer , or ha �sjrtal I not exem--d me �� C sukfe t to the Irmis 'If dii-S Prolk-1- 2, In "Whium, all sotlua,cu flC-rtainiug to a (�Ajovcytuwc of �- a- � , , � � any F0, ivl� 1, cil , Mum plat or siw plali- `rht� Otvvcr sluill ('-ctni/ey the re4ponsibilit of init4illy, - I I �. , � - I � - -je�rent 066rdaxhfi� tmitj or any,parm t , Of d, 1- e ', -nn shall eontain a any Ir hereof, Uring th Mfordable Te � W U The Board of Supervisom approved your romning appli(aVon Lin Novemtior 10, 201 0, Your rozonfing , I 1 -4 wx �,,'Aatt Parcel NurlAvirs: '111A j ,,,ttmd '1111'-),,5(.,l, C-orllpri"ii fig 44,5 at.�no, ws, , also idc"fifit-d a-, corearueang tho, affbrdable unit's to ttw sult!Awtitlefit owner:,i of tum.s within the Prom��y, With tft"-�� ,- , , mill lete mad NJ dilic-lostm,, ckfthc rcritirictiorm arod coutrols c-stablished 17Y thtsf,'roffbr 113, At P (f) LU - Modlet Oistirkt-was approv)W fn accordame, with the attached proffets dated � I I - , ' � � , , 1,10 I 0,000 - -d to HclllymcatJ "t,own (*vntor A,rt-,-,A A-2, are %objcTt (4) rr,?�Atlnq at- ap, ,�i tilic tion " I ll'i r tit ivs smvmsops, may rev, )4mitten 'llppriaval of tht Couuqr',,�s Subdi-vituic Agima, f1m, Owne �11MII - - I I 1. - -nvcy� , - easl thitty (30 d s pripr to the co tujt� -L ,r st 0 -curing of a ) ay -e ctj� any iaw rs to lot than ffir the, -y- 0 Novernber 4, ZO 1 1 . An applic-stion MmVptan of deve-�Qpm-ent dated W-wern"r I , 201 1 was approvO as I - I - I � , ,?AMA � � , - '! I - I I u I aterno-H f 1he "Protie -v--'-) 'The pr- -�i rt,' 11�5 d-, cri'bed Nvi'th mor panii--tilar 1),,; Rt t i ft'V ( �; f, fl- CIS C It V ('111 I w1rich lotsl and tunt-typtts art, Aesillaa-tod oil tht suAlofivist011 -( or site plan that *411 conliti- , , U " pla - , I � I � nlortgjlg,�, or dmd rust) fn sarly,for , of t -mv, affo, tdah, te tinit dtinng the-MIjor doble, Term, the therk- z 0 jr,;allons and roqueests of I this part of the rezoninq. Please refe;r to these- docutnent�% for any fulure appi I I I I Irt, , I � I 1, Ifie Applicadro,i flhol, *,vfti IT appfie',q W mil porlions of' 11m, Pro ��rty excttpt -for 13-tocks [11, I �) (11 V 1 4I -" a - pro, V -I IN ffordable aints ,- s providtxj claxief litis (fjrof1`er1 I id dun, jbg� aumber tirtj lot st) , I I I I cUrwInt Qvwwr shall "notify the Cvmmy 11-1 ,,�Tifiqy- of tht� t�onvey ce and provi(k dic Amrijo, wu - �Q property. I - I -Pc Urki B4. arld thc Ame-micd Appli6aiarl Plan tilr 13 1, OV2, iord 1-34� I'll6 'Ap ficati0n Viltti It . - ,�Ieslpimaed s4iall not IV rc,d1W1-X1- The of"Awat owmr 10 tile p-mq-V3cd1 tim-o ot, ox-tostrwion sholl I _ urldress and, tellaphorle numt*r of lbt -rmYt6,j1hj1,e � ul -ow-vax of tbi s - grwitee-, iitld sutte timit the mq 're ' > Ui I . Pleate be advised that although the Albemarle, County Board of Supervisors tool( action on the ' _f0oc*g I - - '. ' , I I tj -, , lit! I 3 -I-aw � -,-,n��w �tts F, hibi -; ched b1c sad thc Arnended Application Man R'ir Bloc 1'� L 1, 81 11 34 z ro v otler units a(lbrdabit" lo housktholds ,wilth inc-(111,101N Icss, tharl eigi-ay twzroent (Y,01/14) of the ama " , I , - � , ProfTti-114�2) have bftn S411i:4101-1, C� I I I I � Proi , , rty as appr above may tow -fully begin until all eot noted above, no uses on the prope I 'k -'s , � I A and 1-1. resrtt�ctivo!ly. , � I ille'dian aworne �aj,ch dlat Itoustn't- co. � cmmi� 611�$,'t � 51,1� I - of prift6pal I . iotcm rttal cs(AW� taxes and , I applicable approvats have b",n reoeivatl and conditions have boon met This includes: , ,- 'Ira -1 _ i fte'T, .� " oef , 0-1,11) tk�i ttot e�mxuxf (h (IV �V�rccftt t3O%) of,(flc� gr(mis Injuschok hi,yrne,it4�V. s 'o%t i I . 11 )� , kJoting �v M (3 1j&e,PoA1JRA21 - R, & " the ,M-16-1&ble T within thi,-&Y fol)) qt ,!;,c 0"N'ticr of ihv,� prof-,Crl�v ��,, Riql--� -�', ,� I 1, t ,1 ", - '? 1 1 f, �, V �, � 0, h,11' � � - i I 11 -1 IT. " , " 41.,aini;, fimil,��d fi�,11-tiljjy i"c"flIj , 17 Ofllh,�- M .X -0- , , , I -- -� � -i cif us,,�h re-utal or Imose, ferna for each ftyr-rom 1;1-,f(,�.rti,,�,,i.-.ite'u,r�i.t, du-� klima-mirremt ciwrirz sh-all ctv� C I complionce with applicable PROFFER$- j ,� � . - - , 0 --v r I c, r, i ), t3t� ) � f, I'lle, r-'rovid to ttu� ,�Vltwirrrarfe County 14,mrsilu, (' flice a t"qP'y of ii rt tal orr leatst� mur ,, morlent fitr complian" with requirements. -of the COOE OF DEVF.,,,L0PMENT , I - , A , For -$*Le Affq(�!�) Affordable anits shadl t--- Affords"1411- to hoiw 'fimliAN I ca -ch ,such unit retited ifull shows tho, rentat mat f6c such, unit arid the tcroi ori'dic vetna-i or laase, Compliance with conditions of a SPIEVAL USE PERMIT� and 11 I � 'I he (),,-vrw�r votunturfly prrifk-ms tfmz it' thc� All,wroArle CatUtay fli� WU d ('11' upervi��5t)rs , AlVith ineornC!-,-N-;,SSthan cip, - I'sel mit 3 YX * m- -s: -AIT , iticot I pilly -t � it (1,(] ,�) of 11W a za an Jim r. -61� , nue (dw � agr"menj. ,In fadditiv Airing- tho, f'lf,tfardable Term, the it -ourrent owwnr- . s W- ravide to I an, i I -ten -- r - I P e de approval of a ZONING COMPLIANCE CL"RANCC� � I thm-,ruby - I , , - act , k -- , --� - � I Uhsl-rivt (ININTID) .wi mq te o) `vfm uc,; d t- 0-wiler - (it mzt-mic 1111� propo-rty Lo -Nvightmifio(yd , 11 I � 1, . . - "A-jT--,'ltd-4b1i�, Unit Qo, fiflying frm�flftac"), ,��woh th t the, tK*us`,*,,q, Costs conslaing, it proncl ffl� . I - -, 1A - g- I 11 � P I , , - f m-ni -a - sc- �agrmxnc--Jrts, of 0,01her clatia , co ws 0 ,,,� f or Im the County�� if requesmt4- MY ref)Orts, I 11 ,--Pi , , '30t . I '. I , o f, , , frUrs r�tmn -'Sco"'on 15, 2-- I . s 1� I'll- shall devclop the Property in accord- vvith dhe l'ollotving P Pull A to ,;Iaft TAXes. 4nd h6amowl-wr-e 1,01"I'litl c (PTIT) do not txci,��Cj chirty percent - � � '�w I � 1; k I 1--ferta-tdrig Lo terkta"Irates- as the CC) atty may ricmto,ombf revtufre" Y I I � - z r, I � 11 Ile ,:,t ' 3-1, - A 303 of tfoo Code cif virgiftia, 14 it fflo � 4'-S ujt�d,z -ijiij a-itim io,Secfion l ) of tht! pu I (130%) of (he A ITordabh- (J", I ( ajifyirit lm'x�rfw, providorf, howt-vott, titrit irl no event s6oll i � I I I � 11 n s o r o a m on (4 n t s r e g a rd 4: n 9 t h a a iv,) v e - r i ot a -1 a o b o P, p - I a a - �, e d 1) t i -, i t I i , 'act '; f �,o olslitatv to con, n hAve questia -- _ tl , � I - -- ,-' A jb,-jjj�jflk�� �- conditiolt, oxl- vr��,l�,,Iili-i,r't,v,,!,Ii"t'�t',t-c I ("j,tj'jrj(y 1�,�tflina Ordimafv�c-, 11, 41, 1 -, I r�,--d -I- porl of - -te scilin -icc 1� -- I d � �p I U�� -it tl,� --s t[ Art dwz� gnuuetr of On- i bindrt-d ,-- pi � of suell i.A.f6rdlahle unAN t* reiq 're , 1v les� a � I -) - - -r ap, I � ZNI I , h --, - AL5, wittfin tine, f 1) -Afte -wwl ,,, f , -A 2t-1 AM I I ,-, - - e yelty , ,LlT,t B"A,j!%!L�qLV4�m � - ,,, Ron Hi.; -gins ill 296-58352� rd _ �-, -* �- 4_� �,'­_ - I , I � , , - t�4 I, I I I - � 1 and thc Ommer itto-knowtv,dp"-ii th'.111 the (,-ond-ifion ttA rezoning, ,,' am rt---asonablj�. - I linv� Jti 0 - bil I I ly 11u)pstind vo-ar lburkirv,J I tl�arc (V",4000) or smty-civc, paww"I'a ( 51!4�) ol Ott: I I - -1 Allowi' g!oc..els shall becomploed-, k 11 . �, I -he ,requ��,, " , , , - k t 41' flw�,se prolrer;i suivssede the jproflklt�,, acc'eraml in, C,K,lrjtm%-�ki(ln, wilb zM-A �','� 0 0 7 - ") Q 1 - , b rk lf"im q, � V lop -n -tit Awhor ty i, V 14 U maximton tvlo-urftagm fof first- I - -) ' , applica,le Vi a,inill 't Sir , I)c it, e i , A) I I I I - Sincerely, � .� I � � WZ011;ng ,appl ication Z\ -,4,A 2-01 ft-fXY6 US ldcok:ij, i I - Olam- prcdl�rs, sha)l immedi.atcly, bc mill and I tirai" 't-forne hklytfs at du�,t k-gilitlin, A31, dit� 90 -day ident- t"jiiitri and qu�tifk-a,tfon pt,aiod 4 1� , k-1, i 11 - - , A, Iviectmg Sireet "rinon th-t intefri'mation of Tounn C"'mitor T)tive, to the trorthem, (A w , , . vomi and kif *) fkIrIffler fcm;c antl ctleo:l, ana- tile prc'ifl,��rs w,octfl,ed, irt col�juue(iun wi!16 ZNtA ' � I I dif doven m1c noti-,�cfl b,0t:1vV-, 1,4C Owntf t,19 pti, sucv*,-;� rs in aru,areslt� may at its, irtttlikm �pmwi, I bo ar ,f Are -a A. Moeting Strm,k, vorill have wo ni, , d , , -) d ,- , und; y rl 1 watbound am mo -A u lbowid , , as ivc,--11 as dw Ali , , I � ' ' -plit" hun ' '1001 -of t M tht- Corh� It- j,,tcti0(mfnCnt Z'tpprov�,-d , � yll�a-rl an I 4 � roduce the cwas to lhc, I'mayme t, assisialaoe� or soft soomi S (Asijtt�nt totcond �� "ea) te-,�� " frforigag I , , , jitti ally�,rme Ism-, in oct'l tm-Vel jand% One I'l,ortillwilm anxtutae, srAithf,mound lli4�ycle lane, fruli z LU � V Wayne U'limberg , I X 111- , N1 ,d I - N votiiiinction �,vilth /A4A 11)07-001, t3lafl continliv U,� arriv, to 1-1t)Hyttioad 'fown (-'ortter Arcna I -' I - I I - ' I U I ti ,; ce-,a,,�, romain 4�, or K'Iow, r4e floalleb Y,cr, ��u thaa the remili 1,1:1 fino r im,I �Igt,- - sad hoosins - fininto.iial. ratri.-% i,,,Pr OiArtumnis describod. above mu"it be di'-s4cribc<1 aNwe. A , �--hrcctkat mav tx,-t ka' 0 as un-Ntr m", t I , , -, - il iz'w ` PrM1-&U:k 0 Director of Planning A-2- pimranict, vs -it M,Y, , I acc,cptable to the-pritnary rekw- , 4 (s _g gr lerukr, ikny ,soll smt.ln --illma iwcond moirv�,a�,,,e) , � _ m f , C , e�%Cxmivd as txarl 0, �hz ammlablc It usiag, pr,oflfer ��4-1i-511- trc &;natw, to dw --ottrity, of, (A I I I I I Altv,rrw,rle� (thv, `(�oiarrty`) or ius, de,,sigmc to bc ti-s'ed to -,t'ddyc,�m- aftril,"JAC houNim , k-.4101 m Cc� United Land Cartioration 23,15 Senn4iole Laoe #200 > , Charlottesville VA. 2,2901 4 � � 'It 3 Uj - W � . � - . ... ... . 1-1 . . - - --- ----- - -- - - --- - - .... � - --..-..--...---- ,-- � - - -, -- ---.. -.... . -- - --- - -- --- -----...--- - - I .. -- - -...----.-,- --- ... -- ,-- -- - -- -- -- ...... - - - -�-----...1-- - - - � I - -... . - - - ..... - 11 ....... - - .- --- - - - --- . - - � �.. -.- -,-.- ------- ------------ ... - ---.....- - I I .1 - - - -- -.- - -- -- - - -- - - - - - - .... - - - � .... -:-�:e ­-=,.--- -- - ---- 1-11, - -1--- - -� - --- ---- ---- - -. ......... ..- - I - - I- I -- - � . .... � e�- �- ��,- � -1--l-11 --- --- � 11-11, 1-1-1-1 11-1 - I - - - � � - I � - -, - --- �- -- - -- - - � .. . . .. ..... - -- , , . .. . .... - - - -- - - . - - �- - -- - ,---.......- - - - - - -- -- - - - ---- - - - ,--- � -.. - - - - - - -- - � --. -.- --- -- � . . . - ----- --- - - ---.- -- - -- -- - I - I . .. .... . -.- --- - --- -- - -,-.- - - ----- - 11 - ,-.... .. .. .. . ... . .... ---- � -, - , . -- . .. . ............. ........... -----.....-- ......... -,----- ----------.......---- - --- .-- - - � .. , , -- � - �-�-------- -- --- - ------- - - - ---- 11- - - - - - -... .------ -- - ��%� %1-1-11-1 %--%%, �1111 - 11 - I � ,. - . I , - .11 I �.- - � I I � I - I � I I - . ,...-.-........--- I , - -------...-- -- -----",.-.-..--- ............. ---..... --....- -- . ''. I � I � I � I I ..... -.1--- - .. - -- -- -- I - ---.. - .1 ... 11 - -1. -.- - �--- -- - - ---- -- ---- --- - ---- "" � . . ......... - . 11 I- I-..-.-- - ------- --- -------- -------------....--..- ....... . . . � -.- I I I- -- ----- -- � -.--------'' --,---------...-.-..- , , - -- --- -- .... . ------- ,- ----.- � - -,-- , , .. � .... .. .. -.1 � --- -- --------.....-----,..-..-".- - - - .. � . ... -.... - - ---. - ----- -------.------- --- - -- - . -.:,�-- ----- , � - ,� - ,- 1111-1- I - � - - - � -1-11 I 1. I . -1 I I -1-1 .... � � I 11 -111, - --- - ---......--....- -- -------- -- - ­- ��,-� ����, �-� - - �- �------ ......... ---.. ­ � I , � 1, -- -- -- - -.- -.. -- - - . - - -...... ..... - - - -..... �- I � - - - - , � --.. , � 1- - .1 ... .. ..... I � - - - -- . - , , -...-.-.-- I � -- - ---- --- - - � , - - � - - - - -.....-...- - -- - --- .- - --- ,.. - - - -.- - - - :� �:.:- -- - - -.--.- - - - --- - - - -- - � ..... P� -11 : �- --- - ... - --- � - - - ---- - - - --- - ----. 11 � -....... -- 1. � - - - z 0 -, �- a- < r- ry U 2: M W (n ZD r) U) Z 0 -J < L- 1) I-- � � > z , Uj cl� -- � � Lij U*) -i - Lr) -- � C) C) -- C) 9� ("Afts-A-1 Stop" ',� - - : , i md tit Control, and _4 f 03, oo A i� �jvq���� - I 1-111, - --.0!S- �y 1-4 4� Town ('ent,ct Drive (Provimfily ,A,zcoym Rood A) -fi�om the li,asirn-i c-dgj, I I ,Nt or d -w - � 1) dim- pmrl�,m, Toex ainnual 4djumvicni AAA be, mi�k bl, jrlkdtiplly�os tho pmtkrw .,�ai�N IV �, � � �k I I A, Critical Slopes, 'I'lit: (A-vinx sh 1-1 ,�a -o 'or I a apply for critic -1 slorc wa�k ON f ally rinw,"', . . . . . I I . - WD zoning bu-tindan- at the inton�vcflfin (if, N-lectilg Siract to its intersouiola wifb y . 1-1 � - 'rjLjj,S -' - oroptlitmt I on Ar'llakwo for dig mo fi q, yv* -6y 4 ffw,.*m ow numer. Um of' Wit �,Ch aftm U, bc I h C , m 10 '!�Y � I kwAted in-critkal slopes! g,m,-t�mcd 6-y );', 18-4 2 et ,�x�q,, al'the, Alhenrrtrk,� C'otirlry I I , I III. . � z �-�'Imc Routc 606� also, knimm as- [*"AmT �(�,-t�& t4riVC A' I It Stj�j. I )1 "llittl i'll"OW-M CC"tK-7T ., �F " I'm - af, of oo�mnlm,r I in tfa! caltm&ar yvnw mw -o' lcocmftf cndodl, 4�g'o lba 4jt-',1�.y0-jAa-,ri _jv of I (.- " (j d c, ,'44 I ,� c6marmwd it) -actomrmrdatc h1vo 'r;ivi:1 1011c:411 With a C,rcrs's ,st�7oictn approvcxi b,, -k " m t , ,Mhich "- I tw. the lrx�,--x Ax of fN,--V4ja4Vr 1 in th�- Y00 pc��g dw a- etujar Y Timm , < -, . file �,o,tmt nildl VOOT in a aflini'llittim 60-ft')ot widc right-of-way I 'Y 1� - mk�tmfly rm,dcd� For c li ,ov,h con"frit?u6ja �Oml 4, bo;irl�; , i - "Itict, (hr lulpt'li'd _ - P, d U ilreftow ii4ri�ryt,c,-I��,11-0�F�tIA-alt,� wokil bc cQr,ct,fxif%Jt','-1'Ay zx wxod c�crih ye,ar� � I I It 8 - lon amJ 'S",cul,me"n't (Ao�ljfrnl '11-,-, ()Wrtcry ""ifiiijj� t I ", I 1-�jos' I 'j, � , ,;v n a � I I ,:1-11 - ItV , . - , mmimtta,l ,��N-�m,z I - � I . I I I . lbi � , _6 -1 - vi -j a- I prac*t Ai", f Y oil , z - kat ,,-,,t,4 detnim"im'd, ifim (,'ol Y Pro t'kut � 's ryl V '00ty-, Pro itle a4d'itio'na, P'or tourpo%,es of Chiii Proffi�r 2, tconl4iruehrin of" ��w,h miad n.liall bv� dccmc�d ciiniplvw , I I I I S, (--LgUWAJ,�41' ,O-kvo�O'�f�41,U),I�ar4l-i,��ak-�tsf�,,or,:si - mirk'k, a mk*numl TO Acte, �i,fwm'�ow,-Ay- I 1 - - I I - , , I I CrOAlion, ond 's irt - � I - 1, kll)t k;(Yrltrtll�l tot. acffifzv�*- a n-'edinf-o"i torru')val roltc ol, cighty 0) T- LU whtn it is-rcady to hwl-" re-munaw"likk-11 by me AWi,madc, Comi�y 136ard o& �;ufkn-vlsors fbr I 'R- T-tv, Jgai n ,�� i& v Aibo�-,frmitp Ctfwtty A>t pabik: u I - I - m10 od o4 dfg Applicmion filmi MS , �14mmtmwAy I � � - , I - I I fm,ir�:co (,S( f��r atc f1ro p . cay - (A .,; a � i 'I I T%0 I -!, mfic'mrocc-, C-Urrimt regulatofy ,1it-rUC1ur,j;, - � , I,%- �- aCcepwce 4�1,to the "mate-mainumood syrA4�avrrl� arid the Owner h�U,l obtatino,ti fronn ljw, (Al'unly - � � I - I t`Inghwer a Written detcrai'matift-to that thc� is ,sjfi--- mid convim,ieva,ror 1-alfric, I As�m 4fmkc4Uc&T9 �.Po A110cm.mriv, 'C'mmly" WO NkAff hwf vi* A Axtip of A Alwi thm �v fts� I'ViAvIl ('re,vik i�Oth �t r"inimiawn ,xidth of 56 j�"!<g �,,�iq% JIV, t'*,t4 %j0j)t,r,*1` - - g ,� I ( Vowel -Ure�l r 0 Incas tk�-Jneve' a (VPY' (117fill1w I ,f . V rar , 0 - , i -C flu --o -,�") � - � CY) z P-4 �,Artr,%,,,t - I , � I _";,T=t� " cyi "ItIN � I -y,0*d-%-m4W, willi0w , �t- 411 )OLt Itt OW, hJUi44fifDAr, f,J'f aW PrQ,N-jtV tVA01 , J'k k* , - -- i "I W C� Rt�vcvpet -Ation, witilin nicle, (ii) frumuttiz", aficr- tkwl smart of g wadcr arly 0) U) ''. Tfw, Au4i intprovollients fistmi 11v.=-'j(l stwIl he coo-stroolc4i iii iwu;4,ml;mm with, tftc NNW Code tic rhwelopmvilt a" afsprovoil as tm�trt oll'ZMMA 20,104)06 (VOlich wl'th rrsjV-C( to tfik.� road fl,,X-d pipia W01 Alt fVvOM Crvok A thr- i'mVeny bc%aam�---ji , - muwl coolpfam -*f � I - K -, , I � I , � - it �>qmct ,L - 'I 'eit 111m -*%,I ,�-,hmfl &46g;ow, ,, 11�vmell ,' , he, i ro WIN- I N " *m i Ox App,l, ( trek f`90U, _ - -3 f"I t�vafi i , , - I , - ,rading (�tosiorl and sedifnCrA e(trAIN11 Plit,rl it, NMI- V,'-�ogmilion sto-all be insAilled I'm I � . � I � - - -1 . the, drouded �areas,� won= cl� ,;I- >- I - � � , -- I fitcAtnv%w,�Uitf.),L'�,.,O,Untv-�ot,ht, �lnrt ,1-4hrpLoao ,u " n: rf'��Ihr firs -tl, *mhvi �m pim-op m. pwrvw� After ji all V"Xcm- ,�, 8 - � M - for, art a, tht-Rr Autin3rity tktom' W*cl , -1 I IfUls i - 0� Improw-m-eals 4re the xatm,, -al tfwnw- Azuntaitw-d it -1 thc ("odc oc IX-vOopmcm dpjqvV,,x,l ir,;, I , con"ittactio ZMmA 'Mrt--001 ), W00 ' i(b ro-ad plAns; %Utnni tied by , rawith U] I , ,,tie Owmr ami approvv<i , � I I � , 2�s (Wic4ird W Mohlir fmtc_ttw� 6r;,vOwl"'Y Amw 4-wil C64ORW to,t*ilXhKW, in I N-tod arca , - of ofwn ,9,*- VW mmr*46�- Uithia .1he vmmly, If thr f W#�- lil!� �� 1 4,01 � �� I c4tw by �, I � � I I � - - - I ,otherwise jX,erm4m---,,ra1y, staritizeJ ur iiv,c IoVkr WO$tIWOOR IWIth I I _ l AP 0Yt?-'l I ;1 � � I 1 - 11 � - � jo pr, "I I t, , 1, fl -1- t, I ,. - - - I , " ,�� i(t" - -of- - nttl z In ar - ,5m 0110A o, j*rmaric"m huildirtg r4mnit. A thwc- I ) M0 x1elimb., R " '114 m WI -t am < 0�� I - I fly the Vlq,!,in;Ja f")c-partment of I"1-,-ari.,�r,K,�rt��,�it'���t-I I e OUl" � ), 11 � ,,VhdiVi,,40o p1m, the Ckwfl4y 0,,,,�*h -b�-- timoo--ot-imk- for th,c , m, of A xurve, mill imImfing the y P " I � - . . vtge t; I 6 0 Y11 may tie 'u'rantcA by the "t"'r-r) 01 ic i a I Authority du to �,,ixz I z ,11, 'Ur '# I � I I I , - I iLmd to oxwkvcy the Ormwomy t,6 #-- cc'ot,w�,Y- . - � I -grarn - � . - � ,,, ,circurristan - inc-ftiding, bi� t not 1- h zj r M�g , A 1111 w Ny'vattict c6nd'ifions. N F --I -1 - it --unm A IRSL-0% ,nS , A I - tollth 4!9t llw ()��ejlt,;T Sill,X11 Co 'lrl-Q-t [�Nk-t�� PoWie tninsil titor*; � Within 14ollyrnead town (-'totct Arma A-2� 41w, Rivation cif the Public trafisit 'a'op's- Ala -11 hQ , I , . 1" 11) 4%k-*-'1,P-Ar$,,t in -vonjuacrArm vVith t1w mub-diyiXfOn P41t ,C'f ,,mf,c� ptlan, MA jaclWif:Y fi-e- I D S ,lorlowater. -tic (')%-1)e-r ��,,Irmff, ul t1w W d Z I . , � werlitracd on The AppJkarlon Phot W-ut mmirti"d in the C*oupiNy fit . "I'l-W kwation"'s Shall hc , I I Lout 4lo,,-zt:e0,V,iI izi 1hi% titmrr-r, '6, thr Oh�vocv �,01W,-- 1, zat"t'hi-W! 41! ��)*;*-A-fy 44�� ,".s rjwoc - �- - , - m4minjuni exlent prsw,tionbie as 0olermiric"d I by ft.,0,11-joty"s ProgTain �klrlthorlty., providc additional )*Aornmotter M, nnagcolent 0') N 1--1 I - , � approv�cd by aw Director of P-houling, p6or to rippriwal of i4t., Fir, t slib'divi's,ion plat CC site pl,ar,t I , f�,"''I�kK+,t-4;mfk-itt4o,�lfr(w---�.e -,lt-:4-11�v�-1_10, , p " --t .- ii " RIO k ffl ljon, �� � I , , t Pv , ,,I et � J,t tjAk *%11- W a Cow f i AN" F _0 ('mlcr.Urila;�, , I I - , ttj 4rie've a rv,ittuval raw NY- k-marr thati tk,00ld t,'�dvvrv,o , &C - --' b I I ltx� reqkdred the (N __j Uj - I I . for Hot not Town Crawor Avea A-2, iC'matstrijetion rij 11w, p4-AAW toinsit stuixi, �ihall occm in IYUW , 4,11(i A iml'-V,xj,vf,-�irlr-nt,,s P'Nr tbt- or tht-puhfic stwiv't I r )�ta^vnpuflt Atrw,ndr0�Appliva , U.,f��-�r�.'410i��ksi�)�k-,I;'t,utv�-1,1�".�it�dNIIA"I � , %.I" I - - xri , it�,R,Iwtk all 1-40-t, t'irir,w,t-v�o-tt,v-,(i,tl�.-�-., "i'sd fle, �Wj. oljxq -6!atiitm-> idoga, 0j -it) dw C".,W of ,, I 1-1 I I - ' , - ' lr� tltto�aijw 'in 't,,W - I . -se .,y I I . -r PIXltection Ordirmom t calarle (4) Go& § 17-1500 et smj-) tip ti -,j a � wate , 'Albe ' I I I ' UntY, I 111RIAXI'Mufft), < W o� 14 Juno ont v" ,- -,"x;-;T4h--diVLsiof1 Plat or site plan plans, I I 6 , 'i -1 , '17k -,C -Vt �( , - _ , , , _ _ (h -I,QWJWJ��J.JW�:11�,�,,,Ck Mt, f4L,jt , ,, ' ow toot Wrn<A-"o'pC-,1 sym,k,c amjwmmin��t I . I o fan oi L04, ty rktre ,- ,e -til' 1'0%v) removial soc for ciot�ti jlhasc� > - whiell ifit'ludc- the atoll f6t thc trm'-islt S�v:'Ps� Tho desi-pri, of ow -it Public mansil titop Shall h I � Within dhe I'MT-r,fty. 11hr , ��:iio*,*A PA'a �Xr :4w, P!Am ��411 "W144c, 'a rft-Ac S&MIlles oun r�x � r) � �iubjcvt to approval 1:*� VOOT artA thl: IC"ounty Unp - $hall hiLlude ml lvS." than 200, , "' � gino�),'% 41114 I I I , -'-C-T, (t --a'- -. - 'er, -c -116 Alufure 1�; ,fpa�,��c4LI".ri�41,C,C,'�ift-d't'��,,ot,.r-",tv ,, I , I PmArt P"A. �, ye%mm ItO flitum -- , Acatii)o Itc - A 1 1 , -44 N -J , - to Y" (7,x"', tt)r of - lbomvott 4ad, uyx�, 0 thc I I fi�i4ufvm of llvc Comtn�,, thw, (,)"- it -t, tdvfir� irt fec- 64-or"k 0m, Kma,rt Ralik �0 t,h-*-- Ccomly. I I -, I I 1. I I Q, 143"D stsitil A: ,q to -�jn�-- -qqmd-,�,,h �40e V- I - I pt� -fbc 0wom shnfl catisc. if, , �vcAsp,qw I - o �, -huAdi-ogs i - -th,,<? Pnij -A:-t , -' L-,-- ,, d o strucied, 5-111 co)'"MICTC61 and mixod-tm 11 u) tc if slip d an on rip, C - W z (N - - I � - tf 01C Pockt,t Vw�, 15-1 mA dc,ih� by WWA*ki;lA $0, -ft, owlw A" pay tivw 6-stoilt" of' , I , I I I , - ,r ,-- , , , , I , to - firinimum starixtard,,.; I ir o-ortifi,eation, (,twetlty-thr 03) i�,rrv,Jit f-m,-4pu�) UlKlor LE ,- E F) ("mtrl -j -j U - - I -1, C, , '"', , "r -11 -Ii,,�,, 131 st Nlarkel R'Alc� mjt� kflvX',`,')N,;-,u or A-1,111, i�-,,YrR i6titc, - -��!#_J_ ,( -, Aeglyaiiog� kv, It tfi, X I I lk0-VCYio#_df,: fi�Vww.tr*rx� prei fgm�, thempt' al -A , , J I , I I mg 4w'w' o- a I imov-14* and te"vAliop � I - t. A nw, (1�r m"Irc dco'l �� o& 4c,461--tit"Pli, � I I , , , � ` ,-, � � - -1k I I 4aild, Rating 'Systcm for Core att.d. S"hell Oevzfopnw,�'ta as set forth in, d � U"s, Grct�rl I f, 1, k1w, > � I qx4x " U"trk-'Illar I)Irivi� Extell(foAt uaher cash ort a p , dwelling, ttait Nasis lb -r r4w: pa s of''Cula-dim.'r -1 I 31tilding Rating 3y"oorn, ve'rxion 2,0� july 21(X)6� prit* to thc Vistguavo (I a buildlit-gy fV-rmil NORM U) 06 - Countv infrast-,=Ture" trall"5"'mution, rn bll-c �,la-ft�ty, ,-t,,Ilrj4,,,,11, park�-,A itod jlhrury ijutltfmlvrnict&�� ` . ,� I I � I I I 11.1 I - I , 1� - : -- . , 7 I � RoV4 k400 f1bV,eC-q4qt7,t 01, tht 0�,Wuy, tN� 7, - 01-0110-0-2�mtlm � -111,111, .. � ., , � I I I J) the (INIVACT ,slwll .,�-ubrnit a certiric ion lt`iuun the 11-F, Ct:r6fiCki aftlli,W0 RY 111C t ' - I -)111�wlf)r Of I , , , I . r1-4 I - flu ,�ni,qh k,,,ont-fi,butions '4vill f -w -r, $12,4160 oss,h 1'(Jr etl it gitt�iel'i�.-(.i,it,l),Yflj-v�iii�,,c--,,'��'t.�ri.,]��-�iiii�i,iiiifl,I � I ' , ,� dwe lingitilit. (Afterthan an affbafafilt.,� d1w-t-Aling tatit (`fvtark�Ot -Katc UrRW,V4PJ $1 I'V00 cm 11 I I (% 6-mljAt �,* (wiei 2-,� f-lv-vx� jpAw-tri k,p�f N, -,%U; r�o mt;�-, lwv 1"he ("""i,itsv *-r it:i, '5,� r- ( , I ()"ovVict NN111 Jcrfiv*lt� 1-T, . � �Fmvl �� 41vt AN, ,I% xv,q,ditw� ccwrt��,tn 00wr VAlf-Ilownh-� f�-Mky ,Qt�*-fifiolv�lhr Cip, lo, �m- 4�walu,d - I - i "'I""') , & ("'oni-Amindtv l",*'Volojureat 111 tfim blilding rp,liul ;ocef- LZ"Ll" stmul,i-u&)�� 36A�re the t,),v�or"�,�,l, - I i , -%fiof of cceu for any buittli-aL -roqucst-, that a em Q T fi,or ishi-t�tt is lk�ertscd archilcet re-odcretl �- �- L9 0 . , I- I � I I .. f'or l,,,,v,-wfi rnuli,i, far-�litN�,,�,j�ip.-�t,r�'fitefit, divt4lin mlit �jther (hari alti atfordabfc dwr4fir* noit ("m-markel � I I , ,, , i 0 AP 3 Mt 14-KVf 3rqWUf11i-m'v I'm Nugh Use ativ � I ,,tmd by -th�,C'otuay wtj ft,, owoer, If ibc larvo fb4 , I I- - � I I -1401:Y I I ,,, � , - � , sach a certificatc, the (Aynx,��r sholl !,ritif-rd! to Ube f'slunty"I Virouw Of ('-,ormlointy 0 (A I � I � t , C, Raw k ltot"Y Stich ttar,h �:iintrifmlion smull be paid at jht� tjmi� !o,flhe ';ie,wl,sr-co� of the hoildilgo I . -, - - 0�8 I (�iz Rec)VIIng Conit'r,of Coin", anitv F*�;il il;MA-doffico by�.,qbd't%�,t-*,,"iv4u,t,tt,;'q ,tm�- I I I -- I I , , - i � � �,,,)tl�k,-,01)rrt�--Ctt�A-,Writtf'-�Ei��3t�l't,CMX,'TTI�f'lf�fll:t,'hte,4,iti:h',',tcctt,',�h�ix,-r-�hot)Ulit(I t�4�(asb(,til$,t4ith,(��,-ii.tf�,,,�t�rI I t - - % I ca, I -j *-� --I - a� - I ,,,, � - �t ".- - -late , , itri.,-, tilming -i it pern-lit for cach 1v--V%8-,UT1i1� rmlcs-�, 11 g of th v� ]�'toa', tvtl�nl i� ither,kvi ,--- sy%- I fi&"t Ity 4" I 4101 jxvky tho emm Of romm-ying Iti-c-, lema. ttu- 1�-mt & rx-mc pf ,g them," r Yj Iffm P -M-11 8 Und � " At , - ,at , � . � � rr�mdirfx ofic-dir mmc, jwtv*-or t)o',ji,C-,V6t0X& ' ---11 I , I whith the cett;'ficotw was bu-&u-L I 0� z T C) Uj . fww' 11 I I < LL- - , .1 I it, 9tv"'AtimAl Vot rt�"', -fh-.v�� OV-411-tr '4'.W1 o�,W-stfitm�-,;x $f,00,0') t-,zoft m rr-mit, lt4l) arlit, - -, I I , '! 1 � v , x building -rnlit��4,1,3,t: im-auld and of zot Intl ur 75,004 %quare-,kmt c& P_1t_A,_.iq , PlAm Prior ti, U -i __&_ po� - 11 - - , - , = U) H , it cort,tribuiion requirt�d 11-eginYliag jantlary I � 2008; 111"-w offloinot t�r v;wh ca�, 11crein Owl I � . I , , ror , m ow , ixNtw t ing � - to tv. jv*d � , , 1"i V of , WA,� oYe,,!dh,1i011d � ;Wmmil wtlel tlw lituing 0( V* paymr*w is -i I m � I - , � - " � fi�j ")r't, - 1�5t�acd for�af- k4lit ��(f -ms,ijoafial uKlifs- c Im -_ 1 ,i. - -4 R rc*10uUtIffice-, btlltding Vm4ts-Al -tl "�,-o I ,� a, _ 0 Lse - 0 I n - tm,,,� adjusted, antatally famill paid, lt-,�ireflecft ally in"easo ox ijck�rt�ww, (fti�:.pm�<,cdi,ng calon&r �, - I - Smatiew,,t Avcmt,,,e, do'c' COM 6'o� cozft kluftirljm,r� Rc�%'iomd C11i, Avc.rag -��,11*�rwi,s4 spw,ififsd hy Mime, la-'�x-, fo,"T dw purrot;-, 'I, fimid, t , io-v - f - t , i0g, m ", mowgi W mn"', - I r t',�, ifiliv, -,-" 4X,!-?&rmirw,d! tNA- th-c ("'o,wily ftrl�-,; 1--'-r��o�,-'�',�bAl�',I(,Iill�',I'A,�p�y-ii'(!�,thal,wol')Ikf-�iw�ltvt,rj,�ri,,-4�,e,uf)t(�,2 �,t,)(,'Y,-I-�itipL��tf.-t�7ct(,)I-(�,�,)'-�illic�-,W,�,-il�t)II'�er. I - _ 01 - I W UA � I ,c�, year Ul rx"n �� Y � I � ,hpyc tkU "Imllll*now-�-O fcllt� Of ftv' tal o�fiRx"T - building Wrtnits shaft have, bmi Mmwe- I - a( leam 1 I(X) ric-sid, T'll - I Uoit"5 'A; I �� 11f lor. ut t'rkli lifing-, CON "i a I I u in� Cawq, wit (" N41,*Alvary Ilc�itrim,,� Ak", , "d by marsin U V.-Otlation � 4a-vl-o�c ovleld tvlsr-shlalll - , - , 311s ix,su�, 'i ,,, �� I - - - ;wxj fO;-oo,tkiort fXqs*1r1r--m1 I -(k ' "), ft i I "i, r, C ; v i i ts " �- ; V t r"Curtas (iii3t,,,i�ft)ui-,d,,a�ii,tii,ri;,,�-,�� more'than � 00'JAX" "u,411, ofCo'-foroct-vial � "cru -c%, build, . 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I OP SCALE - NIA I SHEET NO. - 1 1 2 1 If L) 0 I a_ -5 D- �, 5 ) ) 0 3 ) � 5 (-5 z - 5 11� - LLJ - ) LLJ z ) CD 3 Z LLJ I - U) ) z )- -i - -i - 0 - (-) ) - 0 ) - ) - - C � Q) � U) - C - 0 U 3 ) E ) a) I -- I � ) ?: I ) V) - V) 0) ) , ) 0- X � (D ) - 0) , -�� ) - - :3 0 ) = ) �: ) C I 0 . 3 - U ) D � I - : U) i C: i 0 ) U ) - 0 ) --,, 0 �, C - C) ) X 6 ) �- - )- L6 ) .P > -0 5 3 (� 3 0 < 1�,- ) U --3 ) - - - � U) C ) 0 5 U 0 0 - -0 5 Q) - �Ll � F- ) ) - 3 - 0 3 E ) 3 :3 3 -0 ) - 0 'I) 1) > :) . I 1 73 - (-) ) F - Q 5 (1) > i (3) 0 D U) f) - 1) 0 :: E: 3: ,I+4001 IV / Nelglibomood Model District u 3 /_ u U_%ju_uu_V-+ -Liu lanned Lievelopmem. Mixed Comm. 03280-00-00-03300 FIHUE, JENNIFER 3905/631 Neighborhood Model District G & SHIRLEY L FISHER TRUSTEES �03280-00-00-03200 COLLAZO, JOSE 3809/001 Neighborhood Model District H 03200-00-00-04300 COLUMBIA 11 HOLLYMEAD LLC Planned Development Mixed Comm. cc 03280-00-00-03100 ALAGIB, KAMALELDIN E OR AFAG 0 SULIMAN 3730/716 Neighborhood Model District C/O PROPERTY TAX DEPT 03230-00-00-03000 ARISOY, EM RE VOLKAN 4043/725 Neighborhood Model District 03200-00-00-042AO ROUTE 29 LLC 3801/616 Planned Development Mixed Comm. 032BO-00-00-02900 BOLTON, BENJAMIN OR LAUREN BENSON 3675/637 Neighborhood Model District K 03200-00-00-05000 ROUTE 29 LLC 3801/616 Neighborhood Model District EE 03280-00-00-02800 AMOS, SAMSON OR RAHILA 3674/471 Neighborhood Model District L 032BO-00-00-01400 PATTON, ANN LYNN 4406/646 Neighborhood Model District FF I03280-00-00-02700 SKELLY, PATRICK TOR DENISE M LEWIS 3677/587 Neighborhood Model District M 032BO-00-00-01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON 3425/574 Neighborhood Model District GG PEARSON, LAUREN ALESE 3673/661 Neighborhood Model District N 032BO-00-00-01200 NEWBERRY, ELLEN S OR BOBBY G 3428/685 Neighborhood Model District HH BRUNAL, SANTANDER A 3674/486 Neighborhood Model District 0 032BO-00-00-01100 PRADHAN, KRISHNA OR CHANDA 3431/058 Neighborhood Model District z 0 032BO-00-00-02400 FOSTER, SEAN DAVID OR AFERDITA 4056/657 Neighborhood Model District P 032BO-00-00-01000 STERLING TRUST COMPANY CUSTODIAN 3457/104 Neighborhood Model District �03280-00­00-02300 LEE, KWANG OR EUNSOOK CHOE 41S8/459 Neighborhood Model District 032BO-00-00-00900 GAUTAM, SU RESH & JYOTSNA GAUTAM 3431/027 Neighborhood Model District KK u Lu COTTON, SHARON M 4064/340 Neighborhood Model District R 032BO-00-00-00800 SHIRBACHEH, SAVIES ROD 3428/647 Neighborhood Model District LL �03280-00-00-02,100 VARGH ESE, REJEEV G OR ANNIE S 3470/302 Neighborhood Model District S 032BO-00-00-00700 PROVYN, FRANK HUNTER 4238/439 Neighborhood Model District IMM 0 03280-00-00-02000 THROCKMORTON, WILLIAM F OR SHELLY LTRADER 4636/384 Neighborhood odel District T 032BO-00-00-00600 SCHEDLER, CALEB J OR PAUL C SHEDLER 4624/302 Neighborhood Model District NN 4�O IT I---------- FASSANO, RAYMOND P & RACHAEL A FASSANO STERLING TRUST COMPANY CUSTODIAN ----- --------- ------ I03280-00-00-01900 3460/290 Neighborhood Model Distr' u I81, ',L. 50 DIP 189.50' @ 0.� ct I032BO-00-00-00500 3457/100 Neighborhood Model District 00 IIfIITRS OF FASSANO LIVING TRUST ELLIS, LINDSAY S OR WENDY J 032BO-00-00-00400 3428/200 Neighborhood Model District PP tIIIItI-00-00-00300 3762/051 Neighborhood Model District I032BO-00-00-01800 VANDEVER, PATRICIA A OR JOHN E OR RIDLEY, THOMAS WILLIAM IV �MH i 3478/688 Neighborhood Model District 032BO -- ------ -- - ............ I132A I----------- RR I-- -------- - IIII032BO-00-00-00200 3433/198 Neighborhood Model District BARBARA RINGLE SCHROPP, CHAD OR LISA LEAHEY ISANITAR MAN OLE IF --------- IIIIII2 RIM: 537. 8 IIII:03280-00-00-01700 TSAI, MING FUNG OR CHIN SHAW STELLA TSAI 3992/183 Neighborhood Model District w 032BO-00-00-00100 NAYLOR, CURTIS L 3608/463 Neighborhood Model District ss IIIIIICP 9 INV OUT: 531 II3 P�Iannecl Development Mixed Comm N LET II03200-00-00-041KO ROSEWOOD VILLAGE OF HOLLYMEAD LLC 3383/11 TT D OP I IA 539.A,5 IIIIT P: IIIN 532'52 ItI----------- L --------- -- ----- II- --- - - ---------- -- IIII0 ',5 5,3, I----------- - ---------- ----- -------- IN: I ------ IIt.... . . ............. . . . . ..... IIIN OUT: 53 I- ------ ---- -­-------- IIIIIIII2A I---------- f IIII------ ---------- -------------------------- --------------------- --- ...... IIII------------ --- . ..... ... . . 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INV IIE - - - --- - ---------- - IR I--------------------------------- ------ ---- _4___­­--­-------;�-:, I- - --- --------- -7 II1-24"xl 2" CROSS; 2-12"x8" REDUCERS; 2-24" G.V.; 2-8" G.V. IIIAt III........... --------- ----- -- w w - . ...... W ........... 6MARr' 83 BEIV J�F t 'I - 7 - - ­­ ------ OP 0 1 - - -------- Jw, z . ..... . . ..... W_ 700P IIIIA WCA IPR . ...... - - - - - -- ---------- -- - — --------- EXISTING 24" ............. . ..... . ------------- IITOP OF BO 15 5 2 8 EXISTING 58' PUBLIC RIW 56.6j, PROPOSED 10' DEDICATION -RWSA D.I. WATERLINE ---------- EXISTING 12" EXISTING 24" NV, I540.6&, - ACSA D.I. WATERLINE RWSA D.I. WATERLINE ---- -- ---­­------------------- -- ------- - ------- - -------------- - --- -------------------- -- ------ - ----- '(30'LENGTH AFTER CROSS),,_... - --- ------ -- -- - - ------ - --- ---- ------- --- -- - - - ----- - --------- III- - ------ ------ ------ --- -- - -- - --------- II0 I- -------- - N -48--2-1-41T 119,90- ------------------- - — ------------- < II-- - ------ - ------ --- IIr u ILn co ILu IEXISI NG ADA 5 ------ - . ................. I------ -- ------ --- CURB CUT -------- - - `NH 6VE DROP INLET I- - -------- II MAI -------- DRAINAGE SWALE- 0 < IIIIOP- 556.79 TOP: 556.36 --- ----- DRAINAGE SWALE 548.46 II> IINV_-IN: INt 552.39 I l -OUT: _a49.29-- INV OUT: 547.06 INV' EXISTING 20'x5'WATER METER EASEMENTS (APPROX.) IILu EASEMENT LOCATIONS ESTIMATED PER D.B. 3346, PG. 172 IIIIIIIIIAA III--- -------- - III6RQP INLET ITOP: 560.90 DROP INL It IINV IN: 555.90 TOP: 5 IIP4 NV OUT: 556.90�' ItINV OUT: EiI5 -�35 Ir IIItDRAINAGE SWALE < N48* 22'28"E 164.76' I- - --------------- - -- - - -- - --- - ---- -- -- - - - - - ....... -- ----- IIIIIIIlIIICn E.L IIIEXISTING 5' IIISIDEWALK 7 IIIILn IIui IIIRT-29, LLC Lr) I_ N48' 22'28"E I---------------- -- ILIMITS OF PROJECT C) -D; NEIGHBORHOOD ZONE�_,NM IIMODEL DISTRIC IIIIITMP: 03200-00-�Q0-04500 - ---- -- III ---VACANT USE� IlIID,,,,13. 3801 PG. 609 B B f IIIIIIIL9 IIIIIIILIMITS OF PROJEC IIIIIIDROP INLET EXISTING 5' IIIIEXISTING ST( TOP: 597.60 N ARALLEL SIDEWALK 5' DRM NV I N: 592.80 EXISTING EXISTING P EXISTING PARALLEL (y) IPARKING SPACES SEWER�/ INV OUT: 592.50 IIISIDEWALK PARKING SPACES-, =757.09 IS4 II- -- -------- - ?— ---- - - ---- -- ------- --- -- III- - --- - ---- ------ _ - ---- --- II- --------- - ----- - - ------- ------ IlII--- - ------ ------------ IIIC� IIIIIIIIVARIA&E WIDITH PUBLX It I... . ..... .... ...... .. . ....... I. ....... .... 4 IEXISTING PARALLEL,.,:,;I- ItP A IIC:) - ------- - - -- ------- - - ------- --- - -- - - ------------ - ------ -------------- --- ---- - ---- ------- --- - - --- --- IEXISTING T I�.VEXISTING STORM---, ARKING SP CES I URN LANt ---------- - ---- ------- -- - --------- I-------------- II------- ------ IIIIIT20T III0 - - ----- ------- -W 352.AA" 45" 3 . ..... ---------- L S 62.77' I-8 -&43' 0 ------ --- --------- - ----- IIt tIIII"--DROP INLET - --------- I --- / -1 , , I \EXISTING GAP EXISTING GAP IITOP: . . .... IFOR ENTRANCE ILL] I58117 FOR ENTRANCE__. INV IN: IIIINV OUT: 581.37 560 IIIIIRT--.­29, LLC > IIf.�EXISTING STORM II------ ---- III'D PIPE TO BE REROUTED _ZONE: NMD NEIGHBORHOO ILLJ IIfIII----'MODEL DISTRIO' tLIMITS OF PROJECT ICO II0-045 V TMP: 03200-00-0 0 II0 IIIIUSE:-VACAN IIIIIIIIilIII-1 D. R. 3801 PG. 60 EXISTING MANAGED STEEP SLOPE PER ALBEMARLE-, < IIIIIIIICOUNTY GIS (TYP.) IIIIIIIIIIIIEXISTING CONSTRUCTION & ACCESS III----- --- - --- --- ----- G IEASEMENT DB. 2678, P .502 IILIMITS OF PROJECT tw IIT 161 6T N4 - ----- 4'53"E 50'4 Z) IIIIIIIU) - ------ ----- IIIIIIII---- ------- I---- - ----- tIIIWE�49'36"E-183.0 N46 66 _�3"E w ItIitIIIII IfI......... IIIIIIII---------- 10"E-234.85! ....... IIIIW IIIIIEXISTING STORM IIIIcc IIEX ST NG 12 DA. - I_53.14-- II9* 09- bg,, IIIIIIIIIIIIN WATERLINE CONNECTION' IIIIIIIIIIIIIIIIIui IIIIEXISTING 8" PV ItIIC TI N If0 --- -- -- ---- ISANITARY CONNEC IIIIIIIIIIIIII< IIII r IIIIIIII. ... ........ III---------- IIfIIIIIIIII0 III------- --- IC:) ItIII...... .... IIIIIIIIIIIIIfIIII... -- ---- IIINAD, 83 BENCHMARK IIIItIIIIIIIIfII-- - --­ ---- IIIfIIIITOP OF BOX IIIIIIIIt--- - - ----- IIIfIItIIIT IIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII----------- IIIGRAPHIC SCALE I------ ---- -- - ItIIIIIIIIIIfIIII50 25 50 100 200 0 � . ..... I ... - ------- IIII\R N OLE IV5M3X7 IZ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN FEET IIIIIIII1 irich 50 f L. IIIIIIIII.. . ......... IIIIIIIIIIIII-------- - -- III Lu V) V) 0 10 -0 Q) u_j ry-10 CL 06 Ld z U 06 tJ 0 LLj Cf) z 0 0 0 -C 0 u 0 U#) X E 0 w uj z E cj� _Y _Lj .0 Lu _Lj - u0 0 0 0 > 0 0 < L� L) D Lu 0 uj 0 u 0 Lu uj E uj E 0 -0 0 )OB NO. 152114 0 co > SCALE 1 It = 50' SHEET NO. 3 I TAX MAP NUMBER ADJOINING OWNER INFORMATION DEED BOOK/PAGE ZONING/USE IDENTIFICATION TAX MAP NUMBER ADJOINING OWNER INFORMATION DEED BOOK/PAGE 1 ZONING/USE IDENTIFICATION NIH 0 NOTES: 1 TOPOGRAPHY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL 03280-00-00-03900 WINKLER, MATTHEW P 4572/046 Neighborhood Model District A 032BO-00-00-01600 JONES, CHARLES D JR OR LINDSAY ELIZABETH WRIGHT 3489/572 Neighborhood Model District X P_ SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE 032BO-00-00-03800 GARRETT, DANIEL M OR CALIE M 3802/630 Neighborhood Model District B 032BO-00-00-01500 LIAO, XIN 3462/076 Neighborhood Model District y 2007. SURVEY INFORMATION PROVIDED BY RIVANNA 032BO-00-00-03700 THORPE, KAREN 3808/518 Neighborhood Model District C 032BO-00-00-00OA0 TRIBAL PROPERTIES, LLC C/O REAL PROPERTY, INC Neighborhood Model District z SCOTT R. COLLINS Z ENGINEERING & SURVEYING, PLC. TOPOGRAPHY FIELD VERIFIED r-) No. 35791 n�:, BY COLLINS ENGINEERING SEPTEMBER 2015. 03280-00-00-03600 HARRAWAY, ADRIEN 3804/581 Neighborhood Model District D 03200-00-00-041K1 POST OFFICE LAND TRUST; CHARLES WM HURT Planned Development Mixed Comm. AA 2. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS SITE, 03280-00-00-03500 ALLEN, SONYA DENISE 3804/556 Neighborhood Model District E & SHIRLEY L FISHER TRUSTEES IPER FEMA MAP #51003CO140D EFFECTIVE DATE FEBRUARY n Qnnnn SMITH RACHR NOR DANIE1 B C Pr)qT OFFICE LAND TRUST CHARLES WNA HURT R3 0 -IONAL ,I+4001 IV / Nelglibomood Model District u 3 /_ u U_%ju_uu_V-+ -Liu lanned Lievelopmem. Mixed Comm. 03280-00-00-03300 FIHUE, JENNIFER 3905/631 Neighborhood Model District G & SHIRLEY L FISHER TRUSTEES �03280-00-00-03200 COLLAZO, JOSE 3809/001 Neighborhood Model District H 03200-00-00-04300 COLUMBIA 11 HOLLYMEAD LLC Planned Development Mixed Comm. cc 03280-00-00-03100 ALAGIB, KAMALELDIN E OR AFAG 0 SULIMAN 3730/716 Neighborhood Model District C/O PROPERTY TAX DEPT 03230-00-00-03000 ARISOY, EM RE VOLKAN 4043/725 Neighborhood Model District 03200-00-00-042AO ROUTE 29 LLC 3801/616 Planned Development Mixed Comm. 032BO-00-00-02900 BOLTON, BENJAMIN OR LAUREN BENSON 3675/637 Neighborhood Model District K 03200-00-00-05000 ROUTE 29 LLC 3801/616 Neighborhood Model District EE 03280-00-00-02800 AMOS, SAMSON OR RAHILA 3674/471 Neighborhood Model District L 032BO-00-00-01400 PATTON, ANN LYNN 4406/646 Neighborhood Model District FF I03280-00-00-02700 SKELLY, PATRICK TOR DENISE M LEWIS 3677/587 Neighborhood Model District M 032BO-00-00-01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON 3425/574 Neighborhood Model District GG PEARSON, LAUREN ALESE 3673/661 Neighborhood Model District N 032BO-00-00-01200 NEWBERRY, ELLEN S OR BOBBY G 3428/685 Neighborhood Model District HH BRUNAL, SANTANDER A 3674/486 Neighborhood Model District 0 032BO-00-00-01100 PRADHAN, KRISHNA OR CHANDA 3431/058 Neighborhood Model District z 0 032BO-00-00-02400 FOSTER, SEAN DAVID OR AFERDITA 4056/657 Neighborhood Model District P 032BO-00-00-01000 STERLING TRUST COMPANY CUSTODIAN 3457/104 Neighborhood Model District �03280-00­00-02300 LEE, KWANG OR EUNSOOK CHOE 41S8/459 Neighborhood Model District 032BO-00-00-00900 GAUTAM, SU RESH & JYOTSNA GAUTAM 3431/027 Neighborhood Model District KK u Lu COTTON, SHARON M 4064/340 Neighborhood Model District R 032BO-00-00-00800 SHIRBACHEH, SAVIES ROD 3428/647 Neighborhood Model District LL �03280-00-00-02,100 VARGH ESE, REJEEV G OR ANNIE S 3470/302 Neighborhood Model District S 032BO-00-00-00700 PROVYN, FRANK HUNTER 4238/439 Neighborhood Model District IMM 0 03280-00-00-02000 THROCKMORTON, WILLIAM F OR SHELLY LTRADER 4636/384 Neighborhood odel District T 032BO-00-00-00600 SCHEDLER, CALEB J OR PAUL C SHEDLER 4624/302 Neighborhood Model District NN 4�O IT I---------- FASSANO, RAYMOND P & RACHAEL A FASSANO STERLING TRUST COMPANY CUSTODIAN ----- --------- ------ I03280-00-00-01900 3460/290 Neighborhood Model Distr' u I81, ',L. 50 DIP 189.50' @ 0.� ct I032BO-00-00-00500 3457/100 Neighborhood Model District 00 IIfIITRS OF FASSANO LIVING TRUST ELLIS, LINDSAY S OR WENDY J 032BO-00-00-00400 3428/200 Neighborhood Model District PP tIIIItI-00-00-00300 3762/051 Neighborhood Model District I032BO-00-00-01800 VANDEVER, PATRICIA A OR JOHN E OR RIDLEY, THOMAS WILLIAM IV �MH i 3478/688 Neighborhood Model District 032BO -- ------ -- - ............ I132A I----------- RR I-- -------- - IIII032BO-00-00-00200 3433/198 Neighborhood Model District BARBARA RINGLE SCHROPP, CHAD OR LISA LEAHEY ISANITAR MAN OLE IF --------- IIIIII2 RIM: 537. 8 IIII:03280-00-00-01700 TSAI, MING FUNG OR CHIN SHAW STELLA TSAI 3992/183 Neighborhood Model District w 032BO-00-00-00100 NAYLOR, CURTIS L 3608/463 Neighborhood Model District ss IIIIIICP 9 INV OUT: 531 II3 P�Iannecl Development Mixed Comm N LET II03200-00-00-041KO ROSEWOOD VILLAGE OF HOLLYMEAD LLC 3383/11 TT D OP I IA 539.A,5 IIIIT P: IIIN 532'52 ItI----------- L --------- -- ----- II- --- - - ---------- -- IIII0 ',5 5,3, I----------- - ---------- ----- -------- IN: I ------ IIt.... . . ............. . . . . ..... IIIN OUT: 53 I- ------ ---- -­-------- IIIIIIII2A I---------- f IIII------ ---------- -------------------------- --------------------- --- ...... IIII------------ --- . ..... ... . . 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INV IIE - - - --- - ---------- - IR I--------------------------------- ------ ---- _4___­­--­-------;�-:, I- - --- --------- -7 II1-24"xl 2" CROSS; 2-12"x8" REDUCERS; 2-24" G.V.; 2-8" G.V. IIIAt III........... --------- ----- -- w w - . ...... W ........... 6MARr' 83 BEIV J�F t 'I - 7 - - ­­ ------ OP 0 1 - - -------- Jw, z . ..... . . ..... W_ 700P IIIIA WCA IPR . ...... - - - - - -- ---------- -- - — --------- EXISTING 24" ............. . ..... . ------------- IITOP OF BO 15 5 2 8 EXISTING 58' PUBLIC RIW 56.6j, PROPOSED 10' DEDICATION -RWSA D.I. WATERLINE ---------- EXISTING 12" EXISTING 24" NV, I540.6&, - ACSA D.I. WATERLINE RWSA D.I. WATERLINE ---- -- ---­­------------------- -- ------- - ------- - -------------- - --- -------------------- -- ------ - ----- '(30'LENGTH AFTER CROSS),,_... - --- ------ -- -- - - ------ - --- ---- ------- --- -- - - - ----- - --------- III- - ------ ------ ------ --- -- - -- - --------- II0 I- -------- - N -48--2-1-41T 119,90- ------------------- - — ------------- < II-- - ------ - ------ --- IIr u ILn co ILu IEXISI NG ADA 5 ------ - . ................. I------ -- ------ --- CURB CUT -------- - - `NH 6VE DROP INLET I- - -------- II MAI -------- DRAINAGE SWALE- 0 < IIIIOP- 556.79 TOP: 556.36 --- ----- DRAINAGE SWALE 548.46 II> IINV_-IN: INt 552.39 I l -OUT: _a49.29-- INV OUT: 547.06 INV' EXISTING 20'x5'WATER METER EASEMENTS (APPROX.) IILu EASEMENT LOCATIONS ESTIMATED PER D.B. 3346, PG. 172 IIIIIIIIIAA III--- -------- - III6RQP INLET ITOP: 560.90 DROP INL It IINV IN: 555.90 TOP: 5 IIP4 NV OUT: 556.90�' ItINV OUT: EiI5 -�35 Ir IIItDRAINAGE SWALE < N48* 22'28"E 164.76' I- - --------------- - -- - - -- - --- - ---- -- -- - - - - - ....... -- ----- IIIIIIIlIIICn E.L IIIEXISTING 5' IIISIDEWALK 7 IIIILn IIui IIIRT-29, LLC Lr) I_ N48' 22'28"E I---------------- -- ILIMITS OF PROJECT C) -D; NEIGHBORHOOD ZONE�_,NM IIMODEL DISTRIC IIIIITMP: 03200-00-�Q0-04500 - ---- -- III ---VACANT USE� IlIID,,,,13. 3801 PG. 609 B B f IIIIIIIL9 IIIIIIILIMITS OF PROJEC IIIIIIDROP INLET EXISTING 5' IIIIEXISTING ST( TOP: 597.60 N ARALLEL SIDEWALK 5' DRM NV I N: 592.80 EXISTING EXISTING P EXISTING PARALLEL (y) IPARKING SPACES SEWER�/ INV OUT: 592.50 IIISIDEWALK PARKING SPACES-, =757.09 IS4 II- -- -------- - ?— ---- - - ---- -- ------- --- -- III- - --- - ---- ------ _ - ---- --- II- --------- - ----- - - ------- ------ IlII--- - ------ ------------ IIIC� IIIIIIIIVARIA&E WIDITH PUBLX It I... . ..... .... ...... .. . ....... I. ....... .... 4 IEXISTING PARALLEL,.,:,;I- ItP A IIC:) - ------- - - -- ------- - - ------- --- - -- - - ------------ - ------ -------------- --- ---- - ---- ------- --- - - --- --- IEXISTING T I�.VEXISTING STORM---, ARKING SP CES I URN LANt ---------- - ---- ------- -- - --------- I-------------- II------- ------ IIIIIT20T III0 - - ----- ------- -W 352.AA" 45" 3 . ..... ---------- L S 62.77' I-8 -&43' 0 ------ --- --------- - ----- IIt tIIII"--DROP INLET - --------- I --- / -1 , , I \EXISTING GAP EXISTING GAP IITOP: . . .... IFOR ENTRANCE ILL] I58117 FOR ENTRANCE__. INV IN: IIIINV OUT: 581.37 560 IIIIIRT--.­29, LLC > IIf.�EXISTING STORM II------ ---- III'D PIPE TO BE REROUTED _ZONE: NMD NEIGHBORHOO ILLJ IIfIII----'MODEL DISTRIO' tLIMITS OF PROJECT ICO II0-045 V TMP: 03200-00-0 0 II0 IIIIUSE:-VACAN IIIIIIIIilIII-1 D. R. 3801 PG. 60 EXISTING MANAGED STEEP SLOPE PER ALBEMARLE-, < IIIIIIIICOUNTY GIS (TYP.) IIIIIIIIIIIIEXISTING CONSTRUCTION & ACCESS III----- --- - --- --- ----- G IEASEMENT DB. 2678, P .502 IILIMITS OF PROJECT tw IIT 161 6T N4 - ----- 4'53"E 50'4 Z) IIIIIIIU) - ------ ----- IIIIIIII---- ------- I---- - ----- tIIIWE�49'36"E-183.0 N46 66 _�3"E w ItIitIIIII IfI......... IIIIIIII---------- 10"E-234.85! ....... IIIIW IIIIIEXISTING STORM IIIIcc IIEX ST NG 12 DA. - I_53.14-- II9* 09- bg,, IIIIIIIIIIIIN WATERLINE CONNECTION' IIIIIIIIIIIIIIIIIui IIIIEXISTING 8" PV ItIIC TI N If0 --- -- -- ---- ISANITARY CONNEC IIIIIIIIIIIIII< IIII r IIIIIIII. ... ........ III---------- IIfIIIIIIIII0 III------- --- IC:) ItIII...... .... IIIIIIIIIIIIIfIIII... -- ---- IIINAD, 83 BENCHMARK IIIItIIIIIIIIfII-- - --­ ---- IIIfIIIITOP OF BOX IIIIIIIIt--- - - ----- IIIfIItIIIT IIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII----------- IIIGRAPHIC SCALE I------ ---- -- - ItIIIIIIIIIIfIIII50 25 50 100 200 0 � . ..... I ... - ------- IIII\R N OLE IV5M3X7 IZ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN FEET IIIIIIII1 irich 50 f L. IIIIIIIII.. . ......... IIIIIIIIIIIII-------- - -- III Lu V) V) 0 10 -0 Q) u_j ry-10 CL 06 Ld z U 06 tJ 0 LLj Cf) z 0 0 0 -C 0 u 0 U#) X E 0 w uj z E cj� _Y _Lj .0 Lu _Lj - u0 0 0 0 > 0 0 < L� L) D Lu 0 uj 0 u 0 Lu uj E uj E 0 -0 0 )OB NO. 152114 0 co > SCALE 1 It = 50' SHEET NO. 3 I .jT.. ..,:.TI ..I �• 1-. .� i:.- - i I' _ .I . �I: T'...t� °: 1 -.`' - � . l � - :' � y t — r - - - -- - — — — - - ./- / -fir \ \ -L� • $o— ..-, ._ � :- _ ,6 � _ —•o T'O.o o•o .-..— —o — . o.c__ —. _ --- — ---- ___ --_ -__ - - _ ------------------ Vol --- _-_ -- --- ---- -_ _--- --- --_------- _ _� ___ - _ ---- -- --- ----------- ---- �1 - t -..t LOCKWOOD DRIVE_q rik - -- - NAD 83 BENCHMARK _ PROPOS D_68� PUBLIC R _W TOP OF BOX EXISTING 58' PUBLIC R/W =556.63' PROPOSED 10' DEDICATION _ tea`_ -- --- --- ---- --- --- ---- -- --- --- --- �_ — --- --- -- --- --- --- --- -- --J ---- l z N48°2 1'E 119.90' p DATA - PARCEL D 1 /D2 NOTES: 1. CENTRAL PARK (41,600 SF MIN.) AND AMENITIES WITHIN THIS 0 PARK SHALL BE DESIGNED WITH THE FINAL SITE PLAN. PARCEL D1/D2 - 203 UNITS, 3 BUILDINGS + CLUBHOUSE 2. HANDRAIL SHALL BE PROVIDED ON ALL WALLS EXCEEDING 30" N Y ALL BUILDINGS 4 -STORIES IN HEIGHT. TYPE ONE BUILDING - 92 UNITS �Y 32 -1 BR UNITS -33 - A 52 - 2 BR UNITS .48-3BRUNITS m - TYPE TWO BUILDING - 42,UNITS ,4 19 - 1 BR UNITS X15-2BRUNITS ✓¥ 8 - 3 BR UNITS y PROPOSED (/� TYPE THREE BUILDING 69 UNITS ✓ " PRO OSE i PROPOSED ASPHALT p Y 36 1 BR UNITS -sN4822'28"E 16476• - PAVING 29 - 2 BR UNITS 6L K'� (/1f - v14 4 3 BR UNITS y �� - s - p Oyo Lu TOTAL PARCEL 1: w - z Y 87 - 1 BR UNITS (42.9%) z0' m z �Y 96 - 2 BR UNITS (47.3%) z ,/Y 20 - 3 BR UNITS ( 9.8%) --an t, �, V z0• PROPoseD „X -�-20. } L.-� WALL (TYP. N48° 22' ?8"E 132.94 z� I DATA - PARCEL C2 ZRI '� QR PA'R EL2 �� f1z y9 z =/ VPARCEL 2 - 41 AFFORDABLE UNITS, 1 BUILDING a ' zo o a ( AFFORDABLE HOUSING R ti 2 5 CONCRETE G /Y 21 1 BR UNITS (50%) sIDEWALK(TYP) 24' > ✓ 20 - 2 BR UNITS (50%) BUILDING IS 4 -STORIES " a— y���®� � 2 3 3 2 2 m ✓; v� BR BR 1 BR 1 BR BR BR BR " P) STOP, IGN CG -1 =74 700 w • + i ,. i + + + + + o r. --- o r 2485 { r+ - , 6 14 O O o _ z PROPOSED RIGHT IN TFRAM-FJF. 6 VARIABLE WIDTH PUBLIC R W v HT OUT ONLY ENTRANCE TO PROPOSED CG -2 AT CG -11 86' TO NEAREST INTERSECTION - --- TRANSITION FROM EX -0G-6 U _ S.D.=28p' _ w D 2A 11 — _ — PROPOSED RIGHT IN .�.r T RO E Lu °7S — — — — — — .D 280 TO PROPOSED CGENTRANCE OUT ONLY ENTRANCE ENTRAONCE O CM �� - f-�S ' a -• 5 8� '40'Ea 4d.6 a T + . .. ,-- -- . —..._. ..37:20 7i ..... L-. : - • \ _ a: - - --; a.,ee• :: M LL A 2X "W«352.48'. r. , .545 R- a 5 CONCRETE -- (P) STOP SI _ - - SIDEWALK (TYP) (P) STOP SI N C', ly 00 _ 2 1 BR 1 BR 1 BR 1 BR O �3 2 2 2 BR BR 1 BR 2 2 2 2 2 2 1 BR 3 BR BUILDING BR `" —� tiwry BR BR BR BR BR BR �W BR BR BR BR 8' N Lu �.0 2 UILDIN 1 ?6, UILDING 2 BR b 1 BR �. 2 BR 2 BR - --- - I -- i --v� t - -- v- 9 F BR BR 2 BR BR 2 gR 2 BR BR 1 BR 1 B� 1 BR 2 BR BR LINEA R '/ W _ 2 BR 2 BR 0 - 8' I W/ \ cn 0 4 V q - _` I 1 uJ N 0 } (12,60 T ) z4 -T S Nm o o z PROPOSED 24' -- o =m CG 2 IT P.) 24I� -y\ ° 9 } R F J ri i 9 l -'-I 9' Lr 0 �. ..... CL ti s } / w �N 2. 2Q 11 18 21 18 �P. 28- 24"/ 15 24 —24'- -24- 2 6 ' (� C!% f24' TiTIJIMS 5 s '6 2 1 BR Y Q 15 O� `TD •., v ` 2• 'R:PROPOSEO ASPHALT BR' L1.1 16 12 1Q S• r 1 ti� 'L� 1 R 24' PAVING 1 E PARCEL 1 24' 24 ae r� g U dH z� PROPOSEDASPHALTLUXURY APARTMENTS - s' N� ''R �. 1' W ( PAVING;p } 18 1 g PROP ED✓' Z W _ fl7ll-l WALL YP.) i` 3 ,.�....-....___.50-44-53,E 161.34' Lu 39 : N42°56' ._ 3 ' - (PROPOSED DUMPSTER _ � � � � z BR -- W/ENCLOSURE 56'30"E 27267 _ •--__•--- N42w _.,, -- L= J 0 PROPOSED / N4 ° 49'36"E 183.01' N42° 56 32"E 53.42'-- _- ( ) - — - — .._--•--- GAS k Q Q S � WALL TYP. y`L _ - -- -- GAS GAS ---_-_ GAS L'.� . . , _ — .� b SbD __ S �. II GAS GAS — - v bD �--� O �v N50 13 10"E 0 234.85' aq0 /GPS i" , \ IL �.-..� �- — _- __ — — . —. = �p IPI IT— N Lu --GAS--�.-__._ ,,: �. -., ... :: .. b, i I i i l,J �_----- As—GHs—=-�GAs��As-�/ RETAIL BUILDING D ' J G N49 09'09'E 53.14' en PS -- _ _ e -� �. �-- =5" J i�-� 1 -STORY I "..c.0 ;I( T 18,000 S.F. JI GRAPHIC SCALE -- G it Q T E ❑I� , " ��' P:.A FEE = 559.00 _ w Sprinkled, Type 2C JOB N0. El _{. { p 152114 IN FEET ) .'I '�_^� -` • I o "I �I ,\ 1J - __ _ N 1 inch = 30 ft. ..I L = SCALE �eI �_-`�- - c��Y-- �_� �•_-- _-��---.--��I$--.- za �- - _-._�•I ILL�'L=1� -t- SHEET NO. -� - --__- I ( °_-�__-."Y I -.. : .� I,• �.to ' i /. .... .c :: _..._....— �'-- - - � L L : •- � 71 I'i~i.o�oF'E I .._.-. I ggE _ _ -. ; CY /`7JG7 USCOW TT R.35791 INS-- -.� — r - - - -- - — — — - - ./- / -fir \ \ -L� • $o— ..-, ._ � :- _ ,6 � _ —•o T'O.o o•o .-..— —o — . o.c__ —. _ --- — ---- ___ --_ -__ - - _ ------------------ Vol --- _-_ -- --- ---- -_ _--- --- --_------- _ _� ___ - _ ---- -- --- ----------- ---- �1 - t -..t LOCKWOOD DRIVE_q rik - -- - NAD 83 BENCHMARK _ PROPOS D_68� PUBLIC R _W TOP OF BOX EXISTING 58' PUBLIC R/W =556.63' PROPOSED 10' DEDICATION _ tea`_ -- --- --- ---- --- --- ---- -- --- --- --- �_ — --- --- -- --- --- --- --- -- --J ---- l z N48°2 1'E 119.90' p DATA - PARCEL D 1 /D2 NOTES: 1. CENTRAL PARK (41,600 SF MIN.) AND AMENITIES WITHIN THIS 0 PARK SHALL BE DESIGNED WITH THE FINAL SITE PLAN. PARCEL D1/D2 - 203 UNITS, 3 BUILDINGS + CLUBHOUSE 2. HANDRAIL SHALL BE PROVIDED ON ALL WALLS EXCEEDING 30" N Y ALL BUILDINGS 4 -STORIES IN HEIGHT. TYPE ONE BUILDING - 92 UNITS �Y 32 -1 BR UNITS -33 - A 52 - 2 BR UNITS .48-3BRUNITS m - TYPE TWO BUILDING - 42,UNITS ,4 19 - 1 BR UNITS X15-2BRUNITS ✓¥ 8 - 3 BR UNITS y PROPOSED (/� TYPE THREE BUILDING 69 UNITS ✓ " PRO OSE i PROPOSED ASPHALT p Y 36 1 BR UNITS -sN4822'28"E 16476• - PAVING 29 - 2 BR UNITS 6L K'� (/1f - v14 4 3 BR UNITS y �� - s - p Oyo Lu TOTAL PARCEL 1: w - z Y 87 - 1 BR UNITS (42.9%) z0' m z �Y 96 - 2 BR UNITS (47.3%) z ,/Y 20 - 3 BR UNITS ( 9.8%) --an t, �, V z0• PROPoseD „X -�-20. } L.-� WALL (TYP. N48° 22' ?8"E 132.94 z� I DATA - PARCEL C2 ZRI '� QR PA'R EL2 �� f1z y9 z =/ VPARCEL 2 - 41 AFFORDABLE UNITS, 1 BUILDING a ' zo o a ( AFFORDABLE HOUSING R ti 2 5 CONCRETE G /Y 21 1 BR UNITS (50%) sIDEWALK(TYP) 24' > ✓ 20 - 2 BR UNITS (50%) BUILDING IS 4 -STORIES " a— y���®� � 2 3 3 2 2 m ✓; v� BR BR 1 BR 1 BR BR BR BR " P) STOP, IGN CG -1 =74 700 w • + i ,. i + + + + + o r. --- o r 2485 { r+ - , 6 14 O O o _ z PROPOSED RIGHT IN TFRAM-FJF. 6 VARIABLE WIDTH PUBLIC R W v HT OUT ONLY ENTRANCE TO PROPOSED CG -2 AT CG -11 86' TO NEAREST INTERSECTION - --- TRANSITION FROM EX -0G-6 U _ S.D.=28p' _ w D 2A 11 — _ — PROPOSED RIGHT IN .�.r T RO E Lu °7S — — — — — — .D 280 TO PROPOSED CGENTRANCE OUT ONLY ENTRANCE ENTRAONCE O CM �� - f-�S ' a -• 5 8� '40'Ea 4d.6 a T + . .. ,-- -- . —..._. ..37:20 7i ..... L-. : - • \ _ a: - - --; a.,ee• :: M LL A 2X "W«352.48'. r. , .545 R- a 5 CONCRETE -- (P) STOP SI _ - - SIDEWALK (TYP) (P) STOP SI N C', ly 00 _ 2 1 BR 1 BR 1 BR 1 BR O �3 2 2 2 BR BR 1 BR 2 2 2 2 2 2 1 BR 3 BR BUILDING BR `" —� tiwry BR BR BR BR BR BR �W BR BR BR BR 8' N Lu �.0 2 UILDIN 1 ?6, UILDING 2 BR b 1 BR �. 2 BR 2 BR - --- - I -- i --v� t - -- v- 9 F BR BR 2 BR BR 2 gR 2 BR BR 1 BR 1 B� 1 BR 2 BR BR LINEA R '/ W _ 2 BR 2 BR 0 - 8' I W/ \ cn 0 4 V q - _` I 1 uJ N 0 } (12,60 T ) z4 -T S Nm o o z PROPOSED 24' -- o =m CG 2 IT P.) 24I� -y\ ° 9 } R F J ri i 9 l -'-I 9' Lr 0 �. ..... CL ti s } / w �N 2. 2Q 11 18 21 18 �P. 28- 24"/ 15 24 —24'- -24- 2 6 ' (� C!% f24' TiTIJIMS 5 s '6 2 1 BR Y Q 15 O� `TD •., v ` 2• 'R:PROPOSEO ASPHALT BR' L1.1 16 12 1Q S• r 1 ti� 'L� 1 R 24' PAVING 1 E PARCEL 1 24' 24 ae r� g U dH z� PROPOSEDASPHALTLUXURY APARTMENTS - s' N� ''R �. 1' W ( PAVING;p } 18 1 g PROP ED✓' Z W _ fl7ll-l WALL YP.) i` 3 ,.�....-....___.50-44-53,E 161.34' Lu 39 : N42°56' ._ 3 ' - (PROPOSED DUMPSTER _ � � � � z BR -- W/ENCLOSURE 56'30"E 27267 _ •--__•--- N42w _.,, -- L= J 0 PROPOSED / N4 ° 49'36"E 183.01' N42° 56 32"E 53.42'-- _- ( ) - — - — .._--•--- GAS k Q Q S � WALL TYP. y`L _ - -- -- GAS GAS ---_-_ GAS L'.� . . , _ — .� b SbD __ S �. II GAS GAS — - v bD �--� O �v N50 13 10"E 0 234.85' aq0 /GPS i" , \ IL �.-..� �- — _- __ — — . —. = �p IPI IT— N Lu --GAS--�.-__._ ,,: �. -., ... :: .. b, i I i i l,J �_----- As—GHs—=-�GAs��As-�/ RETAIL BUILDING D ' J G N49 09'09'E 53.14' en PS -- _ _ e -� �. �-- =5" J i�-� 1 -STORY I "..c.0 ;I( T 18,000 S.F. JI GRAPHIC SCALE -- G it Q T E ❑I� , " ��' P:.A FEE = 559.00 _ w Sprinkled, Type 2C JOB N0. El _{. { p 152114 IN FEET ) .'I '�_^� -` • I o "I �I ,\ 1J - __ _ N 1 inch = 30 ft. ..I L = SCALE �eI �_-`�- - c��Y-- �_� �•_-- _-��---.--��I$--.- za �- - _-._�•I ILL�'L=1� -t- SHEET NO. -� - --__- =l=r .-..- - �,TH of / — — O SCOTT R COLLINS'7 - � �_ _• � r _f_ ' - _ L__ i/� / L� No. 35791 !n C�15'i_ 171. —� --- �---- -_�-- -� --------------- � -- -- — — -- -• C O O O 'O O O O O O� � O C — �, - --- 7 -- -- --,G - _ --- 7- -- / N48 ° 2 E 119 0' rl,— X88 1. � / w 00 (P STORM SEWER / EASEMENT (TYP) N48° 22' 28 E 164 76 / i _ \ Lu 588' a N48° 22'28"E 132,94' u m -77 o an N \ z Lr - I PAVED PARKING AND CIRCULATION LANDSCAPING CALC1p, REQ: 5% 0� z28, J6 SF AREA (6418 SF) P10 114 QP\,\\ALON, PARK/NG SPACES (5 419=26816 F) NOTE, THE LAND\OAPING AND SCREEN/NG REQUR/RE NT OF SECTION 32.79 WILL BE S TISFIED j I _ T + �A WITH 7HE LAN SOAPING PLAN OF THE FINAL 517E L L _ l Plant e end-' - m PRELIMINARY PLANT SCHEDULE SYNI BOTANICAL COMMON NAME SIZE CANOF'((sOQTOTAL SITE UANTITY COVERAGE (sf) TREES QP QUERCUS PALUSTRIS PIN OAK 21/2"cal. 419 64 1 26,816 TOTAL CANOPY 1 1 26,816 / i (p) FIRE HYDRANT(TYp) I W BR BR o F BR BR 1 BR 22 2 a o O BR BR R �'I GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES ALBEMARLE COUNTY Mill resurfac�e">K k Mill & resurface"" (21 ENTER/ 83 EXIT) cement Saw -cut existing pa ! GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL -GRADING 1.5° min, lln 11 t rr l rrP.e Sub -base CDI / L rse depth L / Tzr i;Tggi �'�vrP. ualto1t`t,i,r tdIIG � , ' dep,th of existing sub -base, : BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF 1, THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING NOTES: COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF Asphalt Concrete, Surface Material* SM.5 fiGrADT1'r;C4n STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA _ -- CONSTRUCTION. v 11 Cass I backfill material in accordance �M YY r0. x with andBrice t w ' Y. t : S ecJftcaaEans la i I . � %`*.�.,-��,f-" '\, IdQ. 2fi iff 27 HggPPr�atL' �kl�rE:hELfi�ll'tttln accc'rdanca,AathSectons2O5 ? 302of GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE U) III ir- FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH REQUIREMENTS OF THE PERMIT SHALL GOVERN. (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH RESULTS FOR APPROVAL. AT ROAD INTERSECTIONS SHALL BE REMOVED. THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A DRAINAGE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY NATURAL WATERCOURSE. OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WI TH 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN 1N THE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL A MINIMUM COVER OF ONE (1) FOOT. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON STABILIZE A DRAINAGE CHANNEL. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH TRAFFIC CONTROL DEVICES. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE INCREASED TO SEVEN (7) FEET. ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS PIPE -CLASS N. 9. ALL EX'CA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY OTHERWISE NOTED ON PLANS STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOTE: MIANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED SHALL CONFORM TO VDOT STANDARD PE -1. COURSE. FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH PA VEMEN T SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED BEING COVERED. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD COMPACTION BEFORE BASE IS PLACED. PLACEMENT OF ROADBED BASE MATERIALS. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE DESIGN SPEED, OR AS DETERMINED BY VOOT FOR PUBLIC ROADS. DAYS, THE PUGMILL REQUIREMENT WILL APPLY. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION AS SOON AS POSSIBLE. SHOWN ON THE ROAD PROFILES. BEFORE SURFACE TREATMENT IS APPLIED. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.), OF THE FINAL INSPECTION. INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING THE STREETS RIGHT OF WAY. ELIGIBLE FOR STATE MAINTENANCE. 1 1350 VPD Asphalt Pavement Restoration Retail for Open Out I!tilitc Installations Mill resurfac�e">K k Mill & resurface"" (21 ENTER/ 83 EXIT) cement Saw -cut existing pa ! .e-- - 12' min. � of as hilt ^, , . total asphalt to the full depth tT i'' P Is rnr 12 I I. P � cancrete a�A.m..nt - P. F As hlti Concrete Surface Materia 1� depth or isqualto CF Et_ the depth of existing 4 f j as phaliconcrete, t i f 1 .,,, t r tntu,ul-�e�vTls rater 1' � 9 1.5° min, lln 11 t rr l rrP.e Sub -base CDI / L rse depth L / Tzr i;Tggi �'�vrP. ualto1t`t,i,r tdIIG � , ' dep,th of existing sub -base, : AM PEAK: :whlfhe4erlsgreater 1;7' r�.r� w __Z=�� I "-:. 3 Hon_r�ntal and ertical surfaces F12 Bench - r' Bench shall Ire #a _h;er.t t�`ith R� L54 liquid h.iln. _ an gallon Ih.1Tn. �s h�lta# a rat- .f �t.1 gallon per NOTES: P e e 5'I' Dr asdet-rm#n..db°th 1 district administrator's desT nee 9 Asphalt Concrete, Surface Material* SM.5 fiGrADT1'r;C4n Select Material Type Iwith minimum.BR-3L 5i9.5DfDrADT> 1'r1,0 GO _ -- : The district ad1 fInlstratnr5 designee shall etetErlln2tl_ restoration reulrenlentsfrrother Pavermerthses- �-x c Yvtdth SALE pipe beddrn sh SEI be in Trench p � i} accoreancewith VD�T Std.PB-I v 11 Cass I backfill material in accordance �M YY r0. x with andBrice t w ' Y. t : S ecJftcaaEans la i I . � %`*.�.,-��,f-" '\, IdQ. 2fi iff 27 HggPPr�atL' �kl�rE:hELfi�ll'tttln accc'rdanca,AathSectons2O5 ? 302of N O 0)N _ the Road and Bridge Specifications � P P PS eC$ v'2f LINE tferl:Gh 1 2inch . _ FTIInImulnbe� Qntithe q s' RR I t JtCTltnlm.l Crib P vV7fTss on la,nglt ainaI opencuts, Dr 2b fee the trench Centerline i n perpen ii:i c! Il ar o pen c!uL;, 9r a deterini n ed by th e district a dm i n I sti ator's des i g ne e - U) III ir- Date: August 27, 21014 Not to Scale FINAL PLAN • / GENERAL WATER ITIONS SERVICE AUTHORITY 0 INSPECTION C LL BE SUBJECT T SPECTI N BY ALBEMARLE COUNTY 1. WORK SHA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROX/MA TEL Y CORRECT THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). S MINIMUM OF 3 FEET OF COVER MEASURED 6. ALL WATER AND SEWER PIPES (HALL HAVE A FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERALS, AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DI TCHES. D TO PROVIDE ADEQUATE RESTRAINT FOR THE 8. VALVES ON DEADEND LINES SHALL BE RODDED VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. rki I r •� 1111 , • • , i • . . .. • . . I i • 1 T'1lli __� • .A i •i 1 ADT: 1350 VPD (675 ENTER/ 675 EXIT) AM PEAK: 104 VPH (21 ENTER/ 83 EXIT) PM PEAK: 126 VPH (82 ENTER/ 44 EXIT) 41 APARTMENT UNITS ON PARCEL C - CODE 220 ADT: 273 VPD (137 ENTER/ 136 EXIT) AM PEAK: 21 VPH (4 ENTER/ 17 EXIT) PM PEAK: 25 VPH (17 ENTER/ 9 EXIT) CG•-IZ NOTE COMPONENTS OF ::URB RAWS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALIS UOEPTR IN INCIAES, AREA IN SOUARIYARDS) CURB TGEN RAL NOTES: DETECTABLE, IVA HEN NSURFACE (AREA IN SQUARE AtG-Z OR CG -3 IN LINCOA DSf S. THE DETECTABLE WART SMALL K PROIA ED BY TRU.NICATED CORPS, EACH OF THE ABOVE ITEMS IS A SEPARATE- FAY ITEM ANG SFK ULD Z. DETECTABLE 1WAR794G, SHALL BE FROM THE VATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH G.IFtB CUT RAW, DETECTABLE WARNING ;SkFACES. PRODUGTS NOT LISTED SHALL MEET $IXWAL*_ •R,AMP 12A MAX 785E REQUIREMENTS OF THE SSPECIAL. PROVISION FOR CG -12 DETECTABLE 45.1 MAX WARMNO SURFACE AND SHALL HE 'SUBMTIEV TO !HE STANDARDS AND 1 � SPECIAL DESIGN SECT!" FOR APPROVAL, Y -" S, SLOPH,. S OF CCR9 RAMP MAY BE POURED MONOLITMALLY WITH RAMP {• _ FLOOR OR BY USING PfERMISSIBILE CONSTROCTION JONI WITH REQUIRED BARS. 4, IF RAM' FLOOR IS PRECAST HOLES MUST BE PROVIDED Ft' f? DQ"WEL BARS 50 8 INAT AWONI1NG FLARILE) SIDS CAN. BE CAST N'9 PLACE AFTER PLACEMENT CF 1 NIA% PRECAST RAMP FLOOR, PRECAST CONCRETE S3#ALL €3E CLASS Aga, TYPE A 5, REQI.*ED BARS ARE TO aQ 49,5 x B' PLACED I:'CENTER TO CENTER ALONG BOTH ES DF THE 19AMP FLOOR, W -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE CCVF�? r/z", 6. CURB J CURB AND OUT'TER SLOPE TR*&ffICN3 ADJACENT TO CURB RAMPS rn ....'���' f y �`� ,ARE NCLUEI) IN PAYMERI FOR CURB / CUPS ANO GUTTER, -' 5r )AN T" CURB RAWS ARE 70 PSE LOCATED AS SISGWN ON THE PLANS OR AS G;RFCT'FO #r. 12 -L 9Y THE £NONE£#%. THEY ,ARE TO RE PRGVIZECI AT INTERSECTW,NS WHEREVER "'-'-' i AN ACCESSIBLE ROUTE WITHIN THE RF,SHI O WAY OF A HIGHWAY FACILITY. X �,„,�-� CRO S A CURB REGATIDLES OF W TWR SIDEWALK IS Ek18T , r'" SED, .-'ON t"aVUSTEN1, THEY' MUIST BE LOCATED 'WTHN PEDESTMAN CROSSWALKS .. AS SHOWN ON PLAITS OR AS DIRECTED BY THE ENONEER, AND SHOULD NOT TYPE BE LOCATED 9EHIND VEHICLE STOOP LINES, EXIS[IHa LtGW POLES, FINE TYPE EI. HY@MAMTS, DROP 34LE15. ETC ACCES:V.E ROUTES PROVIDE A CGN"�UUS CNOBSTRUCIED. STABLE. FIRM MO SLP RESISTANT PATH CONHE.CTtNG ALL .� v f ',rN' " ACCES M[ -E ELEMENTS bF A FALL€TY THAT CAN BE APPROACHED, ENTERED = Y•'r`i' , AV USED BY PEDE5T1';;IAAe5, 8, RAMPS MAY BE PLACED ON RADIAL. OR TANGENTIAL SECTIONS PROVIDED THAT _ wA THE CI.IRB 1pEFNNG fS PLACED WHHHRN THE 0AHS OF IRE CROSSWALK M40 PTVAI THEERPE,WCU AR TO THE CURB. KC TPGHti OF Tki€ Ct11� G1PF#�PdG IS S MIN XIX �9� =�-' I411 3• I.a'E THE t,E,NNG KREQUIREaff TS OF ANTCWA'EETO HEAVY�TR CANNOT TRAFFIC. RFFER TO STArDA4D GG -1,3. CGMMEP,C.IAL ENTRANCE {HEAVY 4' AT .' , 2" HIGHER THAN TRUCK TRAFFIC) FOR 9:ti.diC'RETf O£R7P:. - - FOGE 4F PAVEMENT M. WHEN CURB RAMPS ARS USED IN COXJUNCT40 WITH A SHAKO OSE PATH, AT XX .SAME AS TOP OF CURIO THE M3'NMUM WIDTH oHIA,LL BE TFE WIDTH DF THE SHARED USE PATH, M WHEN ONLY W CLASRAMP IS PROV40ED FOR TWO CROSS (DIAGONAL),TYPE C A 4'x 4'(.ANDftG AREA ShAk-L RE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL � PERPENDICULAR ATO 'NL CROSSWALk WITHOUT GOING INTO THE TRAVELWAY. THIS i x A' LANDING AREA MAY WN -UDE THE COTTER PAN. TRU,'NtCATE'D DDM[ �i 12. ALL CASES WHERE CURIE RADS INTERSECT A RA 4A SECT*N Of ',6'-Z.4' C C r„'t1RB AT £NTRAtiQES UR STREET GOMdiCTIONS THE DEIECTABLE - =r__�„_,M_•...---. 0 WARNING: SURFACE SHAILL HAVE A FACTORY RAS7IUS DR BE HELD D to [? fl I} � •MODIFIED AS RECt?MR�[tT"JFD BY THE tAAhtt.T ACTi.$F TO MATCH THE SACK OF CLOG. � - ,D . G D {? G fl i7 Ck fl G Q 8- - , ,�[. 0 ''�„ LANDY40 RAMP � sr CI CI CI q i} D ;? to fl fl � p t7 Afl ❑ � �. 4 0fl�T����fl�flQflfl�� s, z_( I I TRflflflflfl4flflfl DETECTABLE IN d AT BACK OF CI.IRB I u� O.9'-1 d' VARIALLF. FIR,€ IARDTH OF RAMP. FLOOR SEE i`dOTE T2.'"- �•` B,A' tMIAETFR PAY LI?,NTS ii DETECTABLE WARNING TRUNCATED D(7ME DETECTABLE WARNING INSTALLED ON A RAIDIV DETAIL DETAIN„ \V00T _. SPECIFICATION N ROAD AAEY BRUCE STANDARDS- DETECTABLE WARNING SURFACE RFFERE7EE SHFF-7 I OF � IREVISIfrFi QAtE CGENERAL NATES) ,OO --i TY7A15 VIRGINIA DEPARTMENT OF TRAhISPORTATION 362 C��D �MJ�DI�N 1VI�TERIIL RCC� FCM1IN TISfiVIATERIrLU , x , .y ., 11 24 : 1. s € k _r- v 1" . I'"I Ic 40 . , A � ✓ ,tl „�� - l F I"" i 1 J r r t t IJ _ Iri- r, t I=. ' I� F ACT -I t S _ )k' P 5y I[A A Dtet_..) TI , 4S_5F Fsg•I{ (=O I.JNDAI-fi LI IN F'C)OR SUL UNDEF - "'tI-F rhxlI'YTI0N :z<Y' :I i r }: r wr s7µ F, _ . 51 I t N,l t '-t lmlis II .I I-I,"A I I e r,. rr< I A, -x4T m, F4 I .•i - Ir x C „I, 1 iJ _ LI11 � r'•^ , i" I s- c E: I a I <f I r "f z` a ,..s.., _ r <t " f �u' rAt �,)A t.._ J _ ._ v rt -1t '.. . 1/1 S1, ' : - �J ty ;✓ g t, r d ,_ : I" r' 5 . I d t 8 } 1 i r:...� , . I. I i ._. Y , _,. � '€ >w _. 4i _ I � - , F7 T' t- p.' 1�.�= r f J Cil: .. _•, E. «. I ._ I r r_I,. r.:: f... I.t- i.[ ES I,; E Imo, z FILL_ C ;` L. , f i L. tl e. 9 /( r i lE it <. f � "7 r, ry -;Ir t' I ED tl ,jf/ ,a. i ,. t:t b .-sm L, r?. tv'.s �:- .F - t i 17:' Y 1- jlt (-� D :J ' t T 1 'S I t Y. ;� L � qg { f :11 :- C f= >' . t 1 t xT_ 4_ t r .,,�. f% ut .. I.h y,.� ,. `+t. v ^;,a�r.i TYP(CAt GATE VALVE CTC ILE IRONWATER �x��, PIPE INS I ALLATIOkl & BEDDING K, . '<ti - r' - F TD , �,-__7 CSasrl L F t J- ! : .C,l -+, c - - ,.., 1. i `"•�"L7`"' ,, s' „v r ,Y` +'' ^'`' i '6 . t_ r L L' t. } I x -t t f. ( # s. E. ' I RAL 11 , t 1'+? t xtx'TI:_.r1'l 'F in= ,F_ ie $i rL I " yrt /� f4!;.A 7, n,'`s..t, r t.-.;. fi /t r , r _ i f1�(,Jifl� t, f a " `,` i"11 , � turf i ,^,six: ;t. MAT ER ? _SEWER_fp rE .L" sr i FED It. C, 'N _r"I TR',1 s .EVE-_ ,`i fs ;'%r I.r. ,.a.: tt ' lt`,4.'`J _ I .� a'`! 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I V , � v , :' I ,>, �I� ,v ` ; v« -E,9 GEN' W / }Z-�,�� 7,_ 1_1-�/ �.wl'�,,,t�tl�s "I 1 O Ln '-I Ln o 1111�f COVER LIFT "BOTCH 12 3/8" ((:::WATER:� CAST IRON LID NOTES: 1 FOR TOUCH READ METERS A 1-3J4" DIAMETER HOLE IS REQUIRED IN THE LID M 7D J J L_- Eo E V] vW W _N � J 2 0� E Q 0It K) ^ Lo E E - E E w An n¢_1 \u N 0 L- - "' TYPICAL METER BOXES (5%8"-1" METERS) NTS FIG. W-7 TD -10 Y U w� M Q o cn m 0Q a IcQ 0 Y UEu E �a E L^LJ C/V E E �, > " E n E n w 0 V d oECS �E oELA O Q to Y ,o -.8 N w En M) C.? EW w rn U� o a - o -,I-o `Z O E � E N Eu M E E LO 00 _ o E 0E � IN E d' E o f is E cI E Lu \ per, - - - tp � N -t to N r, +D '-' N u n � Ill N N - � Q N X TYPICAL MANHOLE_ FRAME & COVER N.T.S FIG S -1-D rO I 1-1. 'I, , � " - - - <_11 , I \� \, , I '! "". - I -1r I , . _ , 1i �� �� (VARIABLE WIDTH) 4" CONC. d , ... :. �7� ,�. , d ..a,. " 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE I I t ,E e igI 711 r rA t INF I-OCAt. STAtiU.A€C , I, t P, l a _i,fr ' T ' '+`� / j__ ,. T !' y r �I:F t;'F f, ". r, f I> i , "' 'x, �€ r 3 4.. 1 j ti t r x �.t�:- ' I �rT f.° 1 � ,,I .� I. F . ° f N1, , : I ..1 I "' .;,>z I,.,I•Y r,. S I% IJrr ! 11 1�. tr r t +` r all a r >} I w . , L---� ' r� BLOCK t.'_. L E�'i:r .�Itp 2 a�.• ;( I r: EE ,. iI. Tc__.. f IF ADE C A r t:. { t o IH I R I r. c T E E €- L I 1 L II I1 r � € f ( C t k n I I f r t� ! ', S C 1'Cd F r .a STEEL I,' A il.> a LL i - r VEPt� _ t L aY I Altf 11 I r, Iri i »., h Et F ,Ycl,..r�1 u _ CL E I.a~~f F 50y_ F 5 F r i€t ,n +.# t'_ �t, IN n?-,r,,.l_CLA, O.. Br__,ir,L TLii_ iii _.., . 1 ( i f. ,cl~ - € !. t L t T+. I £,: TI g4 E. v 11, : _ . , _ LjH� F, of cat W, El_ Al °.1f3 , 0 5 I S�iALL ,BE f,ril� _ � r fA. L.. _ s.._ �.r\� FIM C^ , ,<1 k _t„ f.. TY°PI SA{L FI Im HYDRANT ASSEiv BL`I{ DETAIL NT$ noF 0 Lt qtr',/ JIE: 1) SADDLES SHALL, Jo'_, GN P. _ :IPE. SCOTT R. COLLINS `Z < , U 2 Na. 35791 , p. 0 -,"- -­� ,� ,�ssr E6��� ., -°,,._ ONAL z O I- 0 - U^ L U-1 0 Z O H Un Lu Ce U) Z W Q 00 M M W W Z O L 0 Uvi m Lu Z) 0 U) Z 'J O a Ln - Z LU ft' - 7 O 111111111111111111111111111 Of AVQ 1/4 BENJ CC (IF RaCU[C.LM NETFR F5SARY TYPICAL SERVICE LATERAL INSTALLATION I•,I T S FIG. W - b TD -25 � _t D - = W LU Ul Ln '-I Ln o ZI­_ W W tj J ry � 0') T- 1A M W TCY5/ V�� l N Q 4 0 N W N O 0)N W> N Q LU J J_ I n U) III ir- ft' - 7 O 111111111111111111111111111 Of AVQ 1/4 BENJ CC (IF RaCU[C.LM NETFR F5SARY TYPICAL SERVICE LATERAL INSTALLATION I•,I T S FIG. W - b TD -25 � _t D - = u Z W 1_ ­II (n _ 0. 0 0 0 a Z -3 --1 a F T C_ 5 H 0 v - J 0 W V) 730 CZ It V _ z_ Q U sw Vw Z Wn 0 Ci 06 _j , z �W L (n C) z a _j c __j 0 � o o- LLJ 0 i o +• ,-I 0 3: m U) C) 06 c , _0 _ o U (� O c U 0) (I U) O t- W '� 3�: [ ILI a �.r/ U) u O 0 O 0 X 0 N O N C >, 6 O %I^ -0� ce C� 0 Ia LU Z W W 3 wLo Z W W z o wC) U U -- - Z - m -1 J OO U 3: U -o O � T -0 O L(, 0 0 o cj Q. V) = C U O X () W 0 U �L C LU o ° J ~ v� E O 0 LU U E Ce 0- V) -0 -I-+ O JOB NO. C) C O = 152114 In SCALE 6 U) -0 � AS NOTED ° Fn �L 6 N SHEET NO. o- QU 0 00 6 2- 0a H 3 W U IY Ul W � ZI­_ W W J ry � J� W 0 Q 0 N u Z W 1_ ­II (n _ 0. 0 0 0 a Z -3 --1 a F T C_ 5 H 0 v - J 0 W V) 730 CZ It V _ z_ Q U sw Vw Z Wn 0 Ci 06 _j , z �W L (n C) z a _j c __j 0 � o o- LLJ 0 i o +• ,-I 0 3: m U) C) 06 c , _0 _ o U (� O c U 0) (I U) O t- W '� 3�: [ ILI a �.r/ U) u O 0 O 0 X 0 N O N C >, 6 O %I^ -0� ce C� 0 Ia LU Z W W 3 wLo Z W W z o wC) U U -- - Z - m -1 J OO U 3: U -o O � T -0 O L(, 0 0 o cj Q. V) = C U O X () W 0 U �L C LU o ° J ~ v� E O 0 LU U E Ce 0- V) -0 -I-+ O JOB NO. C) C O = 152114 In SCALE 6 U) -0 � AS NOTED ° Fn �L 6 N SHEET NO. o- QU 0 00 6 2- 0a H 3 9 't 1 -It F r , T EXISTING DEVELOPMENT DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600 -00 -00 -00500 -SEE SWM ESMT DB 2678, PG 551 SUBAREA A NOTES: 1. STORMWATER QUALITY AND QUANTITY TREATMENT FOR THIS DEVELOPMENT WILL BE HANDLED VIA THE EXISTING INFRASTRUCTURE. THE ONSITE EXISTING STORM SEWER WILL CONTINUE TO DRAIN THIS PARCEL AND OUTFALL INTO THE APPROVED & EXISTING SWM FACILITY LOCATED ON TMP 04600-oo-oo-oo5oo (SEE SWM ESMT DB 2678, PG 551). 2. IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING's PRIOR DIRECTION IN A MEETING HELD ON JULY 23, 2o15, THIS PARCEL WILL CONTINUE TO FALL UNDER THE GRANDFATHERED lggg VSMH REGULATIONS. THIS SUBAREA WAS INCLUDED IN THE EXISTING APPROVED SWM POND DESIGN. A i •,_; I ll EXISTING DEVELOPMENT 100 T DRAINS TO EXISTING SWIM FACILITY LOCATED ON THIP 04600-oo-oo-oo5oo. SEE SWM ESMT DB 2678, PG 551 -- 10 t r ) t ' rPAPHIC ALE Proposed Impervious Areas Proposed impervious Areas 0 1 04)"i f _f'I I rf 91 r 4001 r --..S barba r,An Subarea ei8n U .i �, ..__ �_I : t t _ t �� Buildings 58,225 sf Apartments 12,940 sf Parking Areas 103,725 sf Parking Areas 24,640 sf TtiL 3 s - Sidewalks & Pool 8,350 sf Sidewalks 6,150 sf t i E: l Inch°— 100 f. Total = 170,300 sf Total = 43,730 sf t � SUBAREA B STORMWATER MANAGEMENT NOTES: 1. SUBAREA B SHALL UTILIZE THE 7.50 ac. OF PREVIOUSLY DEDICATED GREENWAY SPACE IMMEDIATELY DOWNSLOPE OF THE PROJECT FOR WATER QUALITY CREDIT. SEE DB 2828, PG 522 & DB 2678, PG 551 FOR EVIDENCE OF GREENWAY DEDICATION. 2. SUBAREA B SHALL RECEIVE WATER QUANTITY TREATMENT FROM THE EXISTING APPROVED SWM FACILITY LOCATED ON TMP 04600-oo-oo-oo5oo (SEE SWM ESMT DB 2678, PG 551). 3. THE EXISTING GREENWAY SPACE REMOVES 0.73 lbs/yr OF PHOSPHOROUS IN EXCESS OF THE PHOSPHOROUS GENERATED BY SUBAREA B. SUBAREA B, AS SHOWN, WILL GENERATE A PROPOSED IMPERVIOUS AREA FOOTPRINT OF APPROXIMATELY 43,730 sf. THIS IMPERVIOUSNESS EQUATES TO A CN VALUE OF 76 AND REQUIRES o,o lbs/yr ADDITIONAL PHOSPHOROUS LOAD REDUCTION. SEE THE ATTACHED VIRGINIA RUNOFF REDUCTION METHOD CALCULATIONS FOR EVIDENCE OF COMPLIANCE. THE GREENWAY PROVIDES A TREATMENT VOLUME IN EXCESS OF THE MINIMUM REQUIRED FOR SUBAREA B. 4. FINAL CALCULATIONS WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR WATER QUALITY AND QUANTITY TREATMENT COMPLIANCE. SUBAREA B's DEVELOPMENT, IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING's PRIOR DIRECTION IN A MEETING HELD ON JULY 23,201S, SHALL ADHERE TO THE CURRENT SWM REGULATIONS FOR WATER QUALITY CREDIT. Virginia Runoff Reduction Method New Development Worksheet - v238 - June 2014 0.15 Post Development Treatment Volume (ft3) Post Development TP Load (lb/yr) 5383' 3.38 To be used w/2011 BMP Standards and Specifications _ 24,20 Total TP Load Reduction Required (Ib/yr) -0.73 Site Data Project Name: Ho iymeed Town enter } C A soils _ I3 soils fl � �� t TMP04[0� _ tN�T rA�T data i is ' input �I _ Virginia Runoff (Reduction Method New Develo meat Worksheet - v2.8 - June 2014 _ _ p _ , UpdateSheet L , r ForesV2pen Space 0.02 .Summary constant values 0,05 s r Total TP Load Reduction Achieved (lb/yr) 0 Site Data Summary r i i OPP Print . Pont -Development Project & Land Cover Information y 0-22 9 't 1 -It F r , T EXISTING DEVELOPMENT DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600 -00 -00 -00500 -SEE SWM ESMT DB 2678, PG 551 SUBAREA A NOTES: 1. STORMWATER QUALITY AND QUANTITY TREATMENT FOR THIS DEVELOPMENT WILL BE HANDLED VIA THE EXISTING INFRASTRUCTURE. THE ONSITE EXISTING STORM SEWER WILL CONTINUE TO DRAIN THIS PARCEL AND OUTFALL INTO THE APPROVED & EXISTING SWM FACILITY LOCATED ON TMP 04600-oo-oo-oo5oo (SEE SWM ESMT DB 2678, PG 551). 2. IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING's PRIOR DIRECTION IN A MEETING HELD ON JULY 23, 2o15, THIS PARCEL WILL CONTINUE TO FALL UNDER THE GRANDFATHERED lggg VSMH REGULATIONS. THIS SUBAREA WAS INCLUDED IN THE EXISTING APPROVED SWM POND DESIGN. A i •,_; I ll EXISTING DEVELOPMENT 100 T DRAINS TO EXISTING SWIM FACILITY LOCATED ON THIP 04600-oo-oo-oo5oo. SEE SWM ESMT DB 2678, PG 551 -- 10 t r ) t ' rPAPHIC ALE Proposed Impervious Areas Proposed impervious Areas 0 1 04)"i f _f'I I rf 91 r 4001 r --..S barba r,An Subarea ei8n U .i �, ..__ �_I : t t _ t �� Buildings 58,225 sf Apartments 12,940 sf Parking Areas 103,725 sf Parking Areas 24,640 sf TtiL 3 s - Sidewalks & Pool 8,350 sf Sidewalks 6,150 sf t i E: l Inch°— 100 f. Total = 170,300 sf Total = 43,730 sf t � SUBAREA B STORMWATER MANAGEMENT NOTES: 1. SUBAREA B SHALL UTILIZE THE 7.50 ac. OF PREVIOUSLY DEDICATED GREENWAY SPACE IMMEDIATELY DOWNSLOPE OF THE PROJECT FOR WATER QUALITY CREDIT. SEE DB 2828, PG 522 & DB 2678, PG 551 FOR EVIDENCE OF GREENWAY DEDICATION. 2. SUBAREA B SHALL RECEIVE WATER QUANTITY TREATMENT FROM THE EXISTING APPROVED SWM FACILITY LOCATED ON TMP 04600-oo-oo-oo5oo (SEE SWM ESMT DB 2678, PG 551). 3. THE EXISTING GREENWAY SPACE REMOVES 0.73 lbs/yr OF PHOSPHOROUS IN EXCESS OF THE PHOSPHOROUS GENERATED BY SUBAREA B. SUBAREA B, AS SHOWN, WILL GENERATE A PROPOSED IMPERVIOUS AREA FOOTPRINT OF APPROXIMATELY 43,730 sf. THIS IMPERVIOUSNESS EQUATES TO A CN VALUE OF 76 AND REQUIRES o,o lbs/yr ADDITIONAL PHOSPHOROUS LOAD REDUCTION. SEE THE ATTACHED VIRGINIA RUNOFF REDUCTION METHOD CALCULATIONS FOR EVIDENCE OF COMPLIANCE. THE GREENWAY PROVIDES A TREATMENT VOLUME IN EXCESS OF THE MINIMUM REQUIRED FOR SUBAREA B. 4. FINAL CALCULATIONS WILL BE PROVIDED WITH THE FINAL SITE PLAN FOR WATER QUALITY AND QUANTITY TREATMENT COMPLIANCE. SUBAREA B's DEVELOPMENT, IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING's PRIOR DIRECTION IN A MEETING HELD ON JULY 23,201S, SHALL ADHERE TO THE CURRENT SWM REGULATIONS FOR WATER QUALITY CREDIT. Virginia Runoff Reduction Method New Development Worksheet - v238 - June 2014 0.15 Post Development Treatment Volume (ft3) Post Development TP Load (lb/yr) 5383' 3.38 To be used w/2011 BMP Standards and Specifications _ 24,20 Total TP Load Reduction Required (Ib/yr) -0.73 Site Data Project Name: Ho iymeed Town enter Rv Coefficients C A soils _ I3 soils C Solis Date: 0/6/1 _ data i is ' input �I _ Virginia Runoff (Reduction Method New Develo meat Worksheet - v2.8 - June 2014 _ _ p _ , UpdateSheet L , ; calculation cells ForesV2pen Space 0.02 .Summary constant values 0,05 Total TP Load Reduction Achieved (lb/yr) 0 Site Data Summary Print . Pont -Development Project & Land Cover Information Tote Rainfall - 43 inches 0-22 0.25Total Constants _ site Land Cover Summar Til Load Reduction Achiever! (lbjyr)! 0.00 _ Annual Rainfall (inches) I A Soils B Soils C Soils D Soils Total 'h of Total Target Rainfall Ent (inches)foo _ � _ 0, a Forest (acres) 01,00 7.50 0.00 0.00 7,50 74,70 .. Phosphorus LMC (�>-) 5 Q. �i Nitrogen B1ViC (mg/L) -° 1.86Turf (acres) 0.00 1,54 0.00 O;OO 1,54 15,3 Target Phosphorus Target Load (Iblacre/yr) �i.4tl Impervious (acres) 0.00 1.00 0.00 0.0.0 _ 1,00 9.96 77771 Remaining Phosphorous Load Reduction +(Lb/yr) Required fJ.O PI _ _ 0.001 10,041 I U0 O0 Land Dover acres _ A Q^il+c R QAik r gnik In gnilc ITntak Site Results Site Rpt 0.15 Post Development Treatment Volume (ft3) Post Development TP Load (lb/yr) 5383' 3.38 Post Development TN Load {ib/yr) 24,20 Total TP Load Reduction Required (Ib/yr) -0.73 ,7NJH 0� T SCOTT R. COLLINS', LJ No. 35791 ,t" U) z u.i Q O� M W ce z O J a H (n Co W :D 0 V) Z J O > z LU re Ln LU H Ln o No ►i 7� L•J Q CL UJ H V) 0 z H T O Ja W N�cr� U �W N W CD T z ,.�( W z W aw 1 Y W _ J �O M < C) z °0 3 � 0 o U L0 LU L l N C U � Qo� U(L)v) ON rX J 0 m � Ln Eo W z ° z c W 6 W z W z o w +, U U L z � m c 0 0U O � T C O L 6 Q � O i O Q — 0 U O X W O U O � C O U.1 o 0 0 0 � 0 w E = 0 a V) _U O JOB NO. 152114 0 2� CO SCALE ° 1 =100, 0 c m o� SHEET NO. 0- 0 7 ° 0 2 6 Rv Coefficients C A soils _ I3 soils C Solis D Soils _ Total Runoff Volume Reduction (ftp} 0 ForesV2pen Space 0.02 O,03 0.04 0,05 Total TP Load Reduction Achieved (lb/yr) 0 Managed Turf E 0.15 0.20 0-22 0.25Total Til Load Reduction Achiever! (lbjyr)! 0.00 Irn erviow Cover 0� 9 0, a 0. a 0a Adjusted Post i evelopment TP Lead (lb/yr) r) 3,38 77771 Remaining Phosphorous Load Reduction +(Lb/yr) Required fJ.O Site Results Land Cover Summary Ferestl en Sp cq Gover acres D.A. A D.A. B D.A.D.A. D D.A,. E AREA CHECK We! htedforest / IMPERVIOUS C O ER ........... K, o, -: Forest .._.. . _ _..__ IMPERVIOUSCOVER TREATED4 U?tl flzQ3 00 f 0.. Mara ed Turf C�o ac es TUJRF ARBA # 0 Cffi Off. Weighted turf .. ....... _. TURF AREA � � Off£ % f�ana ed Turf _-: EC AREACHECK € t. K. d °i Impervious Cover (acres) I v(!rn e u Phosphorus 1o'ti74ElB to _ c TOTAL TREATMENT V3LJIm 'Total Site Areares ac' „- .............�, - _ a TCT RFIC?Si�C7R,1.9 L,C)AU°� lDtJDT1Ct lR'� UIRU� LBr'YAFt » a Site Rv._ .,.. Post -Development T4 ea rrent loI me p acre ft RUNOFF REDUCTION (cf) PHOSPHORUSLOAD REDUCTION ACHI=V:U LB�YR Post -Development Treatment Volum (cubic flet) PHOSPHORUS LOAD (TP)lb! r 3 ._ Post Development Lc TP` Ibr . ..ADJUSTEDPOST-DEVELOPMENT _ Fast Development, Load $TN} (lb/yr Total Load (TP) Reduction Required (lb/yr) ,3 - _. REMAINING PF}RFOR� COAD RDJCTIJNL�I�RDr�rc� N .. � ��� THE TARGET _ PUU�t 0,7 7 LW,A ,7NJH 0� T SCOTT R. COLLINS', LJ No. 35791 ,t" U) z u.i Q O� M W ce z O J a H (n Co W :D 0 V) Z J O > z LU re Ln LU H Ln o No ►i 7� L•J Q CL UJ H V) 0 z H T O Ja W N�cr� U �W N W CD T z ,.�( W z W aw 1 Y W _ J �O M < C) z °0 3 � 0 o U L0 LU L l N C U � Qo� U(L)v) ON rX J 0 m � Ln Eo W z ° z c W 6 W z W z o w +, U U L z � m c 0 0U O � T C O L 6 Q � O i O Q — 0 U O X W O U O � C O U.1 o 0 0 0 � 0 w E = 0 a V) _U O JOB NO. 152114 0 2� CO SCALE ° 1 =100, 0 c m o� SHEET NO. 0- 0 7 ° 0 2 6