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HomeMy WebLinkAboutARB201500125 Plan - Other (not approved) 2015-10-16GENERAL NOTES: OWNER 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 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293.3719 TAX PARCEL #: 03200 -00 -00 -04500 (PART OF); D.B. 3801, PG. 609 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) ZMA- 2007 -001 APPROVED 9/12/07 TOTAL ACREAGE OF PARCEL 32 -45: 28.30 AC. (2.00 AC. PARCEL C2 + 5.77 AC. D1 & D2 = 7.77 AC. TOTAL) PROPOSED USE: 203 UNITS & CLUBHOUSE ON D1 /D2 (87 1- BEDROOM, 96 2- BEDROOM, 20 3- BEDROOM) & 41 AFFORDABLE UNITS (17 %) (21 1- BEDROOM, 20 2- BEDROOM) ON C2 I PARK NG RE UIRED: Q PER THE HOLLYMEAD TOWNCENTER CODE OF DEVELOPMENT (RESIDENTIAL UNITS): 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 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: 450 SPACES DENSITY: ALLOWABLE DENSITY: D1: 54 UNITS (MIN) AND 107 UNITS (MAX) D2: 110 UNITS (MIN) AND 220 UNITS (MAX) C2: 35 UNITS (MIN) AND 70 UNITS (MAX) PROPOSED DENSITY: D1: 92 UNITS D2: 111 UNITS C2: 41 UNITS TOPOGRAPHY /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 BY COLLINS ENGINEERING SEPTEMBER 2015. 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, 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.) TOTAL: 214,030 SF (4.91 AC,) = 63.2% OPEN SPACE /RECREATIONAL AREA: APPROVED OVERALL FOR HOLLYMEAD TOWN CENTER ZMA- 2007 -001. 41,600 SF CENTRAL PARK & 13,200 LINER R PARK PROPOSED W I TH THIS PLAN. TOTAL OPEN SPACE = 2.24 ACRES (28.8 %) TRASH COLLECTION: DUMPSTER iS PROVIDED. RETAINING 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 CONDITIONS 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 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 TO 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 , 0 2 PRELIMINARY SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA u i�l EI 1 s 1 T ih t, 4 t �t f ¢ BR �N AN I mN ,. '7(EBTIN�'�TREBT - Y9RIABLB WM7f PUBLIC A a: f �... - 71; - I I _T,_�T 0 BR BR - _L�313 i BR 7 BR 1 BR ::2 R BR BR 03 3 BR I � f� I E - ..... . _ - S �r _ iii 3: t� W.ii J<F: r t � NAIi 83 BENCHMARK TO�gOF aox + a =��4. 21 LEGEND Sheet Title 1 - EXISTING CULVERT ,,,.... _ EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN RESIDENTIAL UNITS GRADING & UTILITY PLAN Q DROP INLET & STRUCTURE NO. 7 BENCH MARK iM",, CURB I _ f� r MARKET RATE UNITS AFFORDABLE UNITS i W BLOCK } , ii K t" p w.- i GROSS x r3 { k' 8 � I 200 EC -2 DITCH % OF - -- AREA (AC) CLASSIFIC NON - RESIDENTIAL AREA (SQ. FT.) AREA (SQ. - -- _ S.F. ATTACHED ii MINIUM / TOTAL UNITS RESIDENTIAL TOTAL # % OF TOTAL FOR RENT ACCESS BANKED PREVIOUSLY C) ATION D FT.) UNITS UNITS - LOCK WOOD DIU rn APARTMENT NAO 83 BENCHMARK DENSITY PROPO � C P UNITS _ -.... TOP OF BOX APARTM - -/u -- NUMBER -556 63 # PRWOM fir DA' A 99 f: LU f11 UNITS (DU /AC) RATE UNITS STOR - w UW z ENTS > OF UNITS UNITS �Z °z w D UNITS USED d,,t r ", 5.77 .. r I -, u i�l EI 1 s 1 T ih t, 4 t �t f ¢ BR �N AN I mN ,. '7(EBTIN�'�TREBT - Y9RIABLB WM7f PUBLIC A a: f �... - 71; - I I _T,_�T 0 BR BR - _L�313 i BR 7 BR 1 BR ::2 R BR BR 03 3 BR I � f� I E - ..... . _ - S �r _ iii 3: t� W.ii J<F: r t � NAIi 83 BENCHMARK TO�gOF aox + a =��4. 21 PROJECT OVERVIEW SCALE: 1" = 80' DEVELOPER UNITED LAND CORPORATION OF AMERICA 2315 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 LEGEND Sheet Title 1 �-1 EXISTING CULVERT ,,,.... _ EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN RESIDENTIAL UNITS GRADING & UTILITY PLAN Q DROP INLET & STRUCTURE NO. 7 BENCH MARK iM",, CURB -- .gip .n N MARKET RATE UNITS AFFORDABLE UNITS CURB & GUTTER W BLOCK RETAIL T VDOT STANDARD STOP SIGN CONDO -200- - GROSS r3 FOR 8 � t i 200 EC -2 DITCH % OF BLOCK AREA (AC) CLASSIFIC NON - RESIDENTIAL AREA (SQ. FT.) AREA (SQ. S. F. DETACHED S.F. ATTACHED ii MINIUM / TOTAL UNITS RESIDENTIAL TOTAL # % OF TOTAL FOR RENT ACCESS BANKED PREVIOUSLY C) ATION D FT.) UNITS UNITS UNITS APARTMENT DENSITY MARKET UNITS SALE APARTM ORY NUMBER TOTAL # BANKED 99 f: LU f11 UNITS (DU /AC) RATE UNITS STOR - w UW z ENTS > OF UNITS UNITS �Z °z w D UNITS USED D1 &D2 5.77 .. r I -, 0 0 0 1 0 1 203 1 203 1 35.2 w 100.0% 1 0 1 0 L 0 1 0 0.0% 0 i L u. P T ! 2.0 residential 0 0 _. 0 0 1 41 41 1 20.5 0 0.0% 0 1 41 1 0 1 41 PROJECT OVERVIEW SCALE: 1" = 80' DEVELOPER UNITED LAND CORPORATION OF AMERICA 2315 SEMINOLE LANE CHARLOTTESVILLE, VA 22901 ENGINEER COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 '/o U[- 1 U 1 AL AI-r UKUAbLt UNI 1 J U. U %o I UU. U1/0 U. U70 INC I DMINNCU U. UU UNITS AVAILABLE k0 VICINITY MAP scnLe: r" = zoao' LEGEND Sheet Title 1 �-1 EXISTING CULVERT ,,,.... _ EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN RESIDENTIAL UNITS GRADING & UTILITY PLAN Q DROP INLET & STRUCTURE NO. 7 BENCH MARK CL CURB MARKET RATE UNITS AFFORDABLE UNITS CURB & GUTTER W BLOCK RETAIL T VDOT STANDARD STOP SIGN CONDO -200- - GROSS FOR 0 TOTAL .. 6 200 EC -2 DITCH % OF BLOCK AREA (AC) CLASSIFIC NON - RESIDENTIAL AREA (SQ. FT.) AREA (SQ. S. F. DETACHED S.F. ATTACHED TOWN HOUSE MINIUM / TOTAL UNITS RESIDENTIAL TOTAL # % OF TOTAL FOR RENT ACCESS BANKED PREVIOUSLY C) ATION D FT.) UNITS UNITS UNITS APARTMENT DENSITY MARKET UNITS SALE APARTM ORY NUMBER TOTAL UNITS BANKED > LU f11 UNITS (DU /AC) RATE UNITS - w UW z ENTS > OF UNITS UNITS �Z °z w D UNITS USED D1 &D2 5.77 residential 0 0 0 0 1 0 1 203 1 203 1 35.2 203 100.0% 1 0 1 0 L 0 1 0 0.0% 0 0.00 C2 2.0 residential 0 0 0 0 0 1 41 41 1 20.5 0 0.0% 0 1 41 1 0 1 41 100.0% 0 0.00 TOTAL 7.8 U� 0 - 0 0 0.0 0.0 0.0 244.0 244.0 1 203.0 0.0 1 41.0 0.0 41.0 16.8% 0.0 0.00 '/o U[- 1 U 1 AL AI-r UKUAbLt UNI 1 J U. U %o I UU. U1/0 U. U70 INC I DMINNCU U. UU UNITS AVAILABLE k0 VICINITY MAP scnLe: r" = zoao' Sheet List Table LEGEND Sheet Title 1 �-1 EXISTING CULVERT ,,,.... _ EARTH DITCH EXISTING CONDITIONS CUL VERT LAYOUT PLAN DRI VEWA Y CUL VERT GRADING & UTILITY PLAN Q DROP INLET & STRUCTURE NO. 7 BENCH MARK CL CURB CLEARING LIMITS CURB & GUTTER W PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC -3A DITCH - - -200- - - EXISTING CONTOUR DEPTH OF EC -3A DITCH 0 PROPOSED CONTOUR .. 6 200 EC -2 DITCH 240.55 PROPOSED SPOT ELEVA TION TBC DENOTES TOP/BACK CURB 6" DEPTH OF EC -2 DITCH M T/B DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title 1 COVER SHEET PROFFERS 3 EXISTING CONDITIONS 4 LAYOUT PLAN 5 GRADING & UTILITY PLAN 6 NOTES & DETAILS 7 M TER MANAGEMENT STOR WA PLAN G 7 TOTAL NUMBER OF SHEETS TH ��)1 SCOTT R. COLLINS �, U No. 35791 � w� �0�,NSIIONAL z O L a U Ln LU z O H L0 LU U) Zw 0° H U) W ce z O a En m LU n in U) Z O Q F- z LU - ce Ln w T' L o � o z 41� L9 CL r W M H cvi 0 N d' M ow M a V) o C) D LAJ N J L N W a 0 N Z3 N > LU f11 06 Z 0 J Zi U - w UW z > �Z °z w D W [V W D z CI_ _j Q J O .L v L9 0 o ° J Tl ■iTr 3 N li � 0 O U _ U) >a U U 0 U 0 03 U U� (D N N 0 �L x W J ° 0 N F_ coD D �_ c �0 ° D � 1 1 �..1 C� D Z c W O W ? w� Z - Ifli�� w z .° w 0 U U) U L �N _j o O W 0 O J o c L D o > -0 O < Dc U O x , N W N° �) O LJJ J D0 O F- `I LU F ;-, a w U _ U) -0 0 JOB NO. ° 152114 zi .o U) ° V, ° SCALE N/A U D C D j 0_ m SHEET NO. 0 o � �s I- 3 MEM domoila"t with ooftawo PRO"IERS4. 00001so" with 41flIft C 0 DE OF'oev"OPMEW ,At�obvw 0 ZO 6 PUMCE CLJ E If you have -questions or comments regarding the above-noted action, please do not hesitate to contact Ron Higgins at 296-58,12. Sincerely, $0 t Ameoded Proffev N PkOFFFR FORM [.1a,te.-NovernberA, 2010 ZMA #I-- ZMA 20404)06� UtAlyrnead'Vouri Ce-ritel''Arewl A-`2, t'.Iv-, ktar Parcd Nalnhcrs; :3-24S and 44,5 Actes to �x: rezoacd trorn RA to NMI,) to vof�junctiort With the Appli�(zuorl P'Aati entillet] -/MA Applivatior; Plan for XMI, D P(,,,)rfion i.)1' flotlyrneud Town Conwr A-2 dated N-farcli I !� M06� revif;ed August 31. 20(Y' abc APPlicalion Nan" And the A,,rm-mdm,,rm1 to the Application Plan entitled, "Anl0ridnient 14) the (Jorit PAM I,­ c V , , "mal L)evclopinent Plan for ZWMA� 204, 1 U-ted No amfxx 1. -.010 (the "Aniended Application Plan fort'llocks, BL 821 and 84") arldr 14ollylocad 'I'own Cemer,��rea A-2 ZMA 2010--006 Revoning, Application and the revisetl �oilv� of' Dovelopmout approvcii in VVith ZwN 2010-01WI., 'fax map Val-ect N-4an, W­ts: 'J2-45 and 3.2_­_s('j.. contfirislfw 44--S acres �,tild al%o idc"firlrd a:,; I-Jollymead 1own Center Area A­2,�are subjvct to m-rzomog lapplication XMA 2010-006, and to this Proftict 8,taternolv tthe 111ropi�rty')- 110 Propervy i.� witb more panicularity on 1, he Applicati4on Plan. whictl appfit�,s � to all portion.-, of the Property txa-tpt Cot 13tocks B I � CC and 114, and the Amended Applicatiort'vItan GWRlock�-, 81, 142 and 144, 17ho Apphi��ancrn Phin, and the Amerided Applielition Plat for Alock-� 81,47 and 1,44 are,aflaetwil heretu'l aus, VN,,Jri�bifs A mid D. respxx-tively. 'I'lle (Jwrivt c)f the Property i-, Routt 214 tJ,(`, a Virginia limited fiafwility etwnparly (the I'he Ommer hweby v"Junturily proffers- that it' tbv Alberijarle County (�t.lard or Supervisors "'Icts V I rVIVOnt. the I'm rty to Neig hborhood Distri�:,t as rcquested, the't")wner -hall dcvc1op the Property in vzord with the- following prot -M -'u-Nsuant to Section t 2103 of The ("tx1c of Virginia, 1950, ws alneride'j, awl pursoatit ul Sec�lion 13.1 ol` th-C, Albinnarie (`(Jilnry Zoning Ordinancl-, Tllf'­�11� C01.1-11litiott's are parl of the rrquosted rczmalig, alitj the Owner racknowiedt,,es that the ccyoditior�s ant reasonable, `11u�sc proffers, super,�;cde thc proffers acceptod in conjunctiori with ZMA 2007-001. -it' re7xining application ZNIA 2010-006 is deniWl, these pro f1cm �Nsfiall immediately Ko nuill arnt All(it,d mid or no Purther forcc arid el-I'ect, and the proffi�rs- acopptod in cokluoction 'with ZMA 22,001-0011, as mvtll as the Application Plax-1 and the (od;c, of appritivotl *-fl V10almictirm with ZMA 2007-001, Aall contirnic to apply to 1-follymcad 1'own Center Are'a A-2, N V,�� Town (,',enter Drive fflrevicujsly Acces-, Road A) from the tiastern cdVv oftiv N, Ary al thc of Mecting Strect to ivs intev;ection with ,ole Row,- i0i, al", knownas Dickcr%oriftoa& T*hix wx-tion 41"own Center I)Tivc shall tv, comstructe4 to acconuriodatc two travel with Uomms sc� I ction appo'Ved bir the courolv and VD(yr ina alitairrawn 60-rotx wide riight-or-way� ,Vix Purposes of this [Irt4fiv 42. coastruction of'e�wh stm,-�t i�ball N, docroed ottloplete i�n it is roady to be rocomirumded hy t1w, illibeanark County y 114NIrd of Supomisors for acceptance into thc staw-makdairied sysiom land the 0wrw haq obtained from dw County Frigincer a written detcrulioation, that the Anxi is %aft mid tonvenicat for traffic. 11W road impowt.-Ments'lisiod It m�4-u shall be cot w-rutAW, in acccirdanoe with,the NVID Code or Development as approved a's part of IMA Vlo-tx* (whic+ With rc�.A to 0V Axid unprovorr ",ts Are the �Wolc as thosse ct)AW"w ill tj:K- Code of tXw-elopmwoot approvcd 4� corijiunction, with ZMA 2007-01). mod with nomd plm% submitted by the Owner and approved hy the Virguaafliclvatment of"Ttan.V-ortatiom 11W, ()Vwicr str-Al cowdruct two public transit stop " with-in liellymead fown, Ceawt Area A-2. -Flic location of the, pubh: transit itops,shull be identified, on the Applicatkinflan �UW retairwd in the Counhy flfi�. "JI* ftx*joris shall be apprvwcd by thwa, Diroclor or Planning prior to approval of tho firsi subdivision plat or site phall for Hollymead Town Center Ama A, -1 CoosbucwUl of the tukhc trunhi I stops F-hall tic'eur in coni,rinctioll, �vith (or thc --ubdi-Viswil plot or site, plan or the -public street plans whiell ritclude the area fol thc transit stops. 'T'he dosign tif c-acl) publ'ic transit Stop ,hall be Nubjtxt to approval by VDOT and the County Engineer. mui shall iriclude no less than 2(s, 'XiUare, 1�:et of paved Surface and t -o bcoch�_-i., 4� C*sh,.,rr9ffSL AcKaming with t1w, 15 Ist Marktt Rate unit, the (*"w -,half c,ontribute caiih oil a pt!r dwelling unit hasis tot the purtxv,-cs of' l'unding Beek-mar Drive F_xteMed. other County infrwsln.icture, transportatit'll), jit-lblic �,-,Afcty, scboof. parks and fihrar�� Thir cash convibuti(ms Aall be:, $12AM ciivs4k 14t each dweilling, unit, othcr than an UAW& hlc� dwelting twit ("Market Ratc Uvrit")� and $ 1, 1 "'Xiti cash 61f t�ach fin;;� unit other dian iAo afli:nxhahle dwellillik unit ("Marko Raw 011it")� Such cash 'c'o" ributio M'uill tv Paid at -the tillic of live i.s �,Fkwiriec of the building permit f6t each tww utail, u,14C.""s the vilrtima oftlic pay-rnt�rlt Vq othemvik- spe6fied by si;jle law. Beg 1,20 ariloant of eaeb cwh voirtribution q, ircd h i s�al I joning JanuarN V8, ttle rc u v Ore n IV, adjus" annually until fmaid, to re'llect any inercase tit dm�trww, for the. Calendar year in tlic Conlryarative Cxvsl MVltiiplier� Ke�giooaf City Avora#c, Sootbe-am Average,. Catc;�!ory C: Masonry Ticaring, Wallis issued b� Marshall Valootion IScorvic-0 (�x1c,'a Marshall and Swift) (the "Indox"I ot the most applicAle Mariball &'Swift io&x dcu�tmioed by the Courlt'Y if Marshall & swift couse publication of the ladexidentil iedbem-,-in, to no evcra shal', I any cash contribution 4"witint fv, adiusted to a tess thanthe amount initially established In 1, Aftrkaft, Upygift. I*bc Owner shall proviile attordabir housing equal to twenty percent (2(r/o) ofthe iotalovsidential umts constructed on the Property. iri the fortri of for-'sate condominiurns arid to,*�Wu%cs, and fcw-nmt conditintiniums, Wwriluvwk-s. apartments, and ,wc if fordable units will be in thic- form of 6 r sale vsNory ultum, Ai limm 4(Mik 4 t1w At condornmittriv,* 6 an within the, Property an plat and sitt plan f r I d I dc-s-ignat e 1W tots or units, as, appf ioahlc� that Wi 11, _�;ut"'J, to the, tee, s and cood- itmii (A illis proffer, affbi&rble units as dew;6bed bercio, arid the aftregot milowber of su-zh lov% ar, units de,4goated lbor affordabic -unit-, within ttach subdivision plat itild site plaii Io lion Plat or sitc ,4haj I i"Oom i tuir 3, in ilAi ni urn of t wvrity plari� , T'be Owner may ",6arry-ovtr or 'bank " credi is for affiwdahic un, its in the event an individual sul*division pla( at sitv plan &,%ignatesaffordahic unit-, tbatio the aggrerzate cxcvc�J the twetay percent (r ), mWoutto (or mich subdivi sion plot or site'ptw, aW such addition at afl-ordablc units'may, tv alloc*cd toward thet pery "-t �2(K, ), minirroun on any fitture ,subdl�isitm Plat or site planjim, vided howvvrr, -that the maximum ouraber of affordable tati us that may be carried over or booked AW1 not exceed t%vnty patom t2O%) of the total urtits oil thc -1 r Arly 'subdivisilon plat (it site Plum - 0%lwr sW- convey the responsibility of im conanxtingtbe Affoldable units; to the swb"Ueot owaas of lots within the Propeorty. With the writton approvAi of the CounWs Subdivision Agent, the, Owner or its successom nay revise Which lotq 4nd unit-typcs am tk-4sigairted tin tht subdivision,p,lat or site, plan that wilVeoritain affordable "itN as Pri �"vided ander thir. proffer-1, provixw tlud t1w talin-hict of the IOU so desighawd Aull not hi� reduceti- The. tia" owner at (fie, Propowd dw of comatuction'"I ot1er'"its aftordahte Iti, howselwWs vAth less dm eighty pervorit (80%) ofthe art median income such that hotw-Tig co-sts ev"sting Of princiipaL intemsL M-31 estate taxes and honleow"ers imsurance mx exceed thirty 'Kreent (3(r%) of the gros household dwelling Unit qualifying under these, pararricters counts as one (1) Aflonlable unit 3 4- crww, -s-som. YA-06iio_o__A_*d $moment contra=w stanwormer wassoment. ritiesin" Plan 44 1 1tk,'0'0'Aft 41411 XW*ibWV $$Wl AV OA PV r0kh-Iftiitl lion, bmvim U1 IV, *t thc time of issomwe otr3ch buildwi;* petwif taskW dW thaii* of the fOYArK-Al is o4wtwilc smnom hy �qtxlt hetw, for tfir ruq*risc of 63"0$ +W VXpAMWXi W' W" 0 ietit of ftgiowal o-40,dool tooexiionol fitcililiv"�, v;r 441r"*404 by Ow 1,700111Y rok-1 44014 0 tx Storr"water. lix (,YwtW, 51hall': it) the trxitown extent firactic-Ableas", dewrtnoted by the County's Pnwum Authi-trity, provide adtfitioriat Aorrowater mattagement to actlieve a rernaval rate 2004, better dittil would tittk-twisc he rettaired by the Water Protection Ordirimu* (Albernarle County CA)dc § 17-100 cl _*N�) up to a otaximum, al'a"'Vieghty peru-0-tit �*Y%) mmoval raw for cac:* se. Ph& 10, 'flw- Owner shall Icause the colmiTiVreial and roixed-use buildingN iA tho Nil mvt to he des4gned and coristrtuAmord ui) mevi mi.mmurn stao&rds 'for certirw,906o, (twon"- rve ('21) c"t points) under f."FiED Green Building Rating System for Core and Shelf DeAreloptileo ws set forth in the z Building Ratrog Sy4.m,,, Version 2A July 20_0& Pinorio, the issuance -of a building Perinit lbc Owncr stuall subol'it a cartification fi-xitil dw 1XIFF) certified Architect to (tic Di'mclor 01 Community Development 4fW thc building plan mot�Ls LE'LA) sW,)d4-Y&,: &Ufkwe the Owne", Trquests that a certifileaw rif occupancy for any buikfirsf, toe which a lice�, ambnoct tendered ,such a certifteatc, the (jwrict sh'all sliNnit w the (','oUmY*S Direvli,,�r 01' Corrifflunity Olevelopme"t a Written statxmwot, fillm the architect that the., building wa.-, hullt to fix, p Inns on vvilicli the cei4tificate, wwbasod. it. rjWft-,i Prior to bilildingVerraits that %xwld autfugize up to 7 50m) squaxv- fee; o( building Permits ShAl have beco: LvwW for -at Icast 30xv-sidenfiat units, Prior lo buildin�l pormitx thin wouldaudwrize, up In YXV)00 �4,t twe feet building p,.-tmits *,4all fiavi� been issued bor at W*a 100 res".idenual unit!� (Wtal), Pvk:w to building pentlits:'flult wottld autho0mm"lre than 'Z,(X),(X,)O sq ft Aall havr. Keen' is-mied, 0,ir at least f4g),tesidcatial units� 6 0 ?SCOTT R. COLLINS No. 35791 11�1- z 0 t ce U U) Ui In z 0 Ui Of U) z LU 0 M U) LU Ce r U (n LU 0 F_ z U-1 ce Ln LU Ln C� C:) 2 MOP, 5 i L17 !A z Uj V) _j Uj U 06 0 Ui U_ U_ 0 U oe 0 _j Ui LU U 0 Uj _j Uj _j LU 0 LU CL Ln )OB NO. 152114 SCALE NIA SHEET NO. 2 V V) 3 J D D Cj z 5 Of - Lj Li z CD 0 U D - 0 D D C: 0 U (D D D V) Q) D - 0- x Q) 0 c t D U) 0 0 D C: D > C7 0 < V) C D 0 - C) D 0 E D Q) > V) L7 1 > 0 COUNTV OF A14DEMARLE Department of C mmunity Dtvoloporeat 401 14clattre ftoatl� Nor* Wing Virginia 22"2-4.4% Fit% (±3j4 972-41Z6 November 19, 2,010 Scott Coffins, Collins ErVineering 200 Gan" steeeti, suite 9 Chadofteavilla� Va 22901 RE, ZPAA2,01Q0000$H0#~_, _ToW".C~AmaA2 TUP 0320%04**�0111, 0200-004*46W, and 03200404116-OSM 'Door Mr, Collins,- MEM domoila"t with ooftawo PRO"IERS4. 00001so" with 41flIft C 0 DE OF'oev"OPMEW ,At�obvw 0 ZO 6 PUMCE CLJ E If you have -questions or comments regarding the above-noted action, please do not hesitate to contact Ron Higgins at 296-58,12. Sincerely, $0 t Ameoded Proffev N PkOFFFR FORM [.1a,te.-NovernberA, 2010 ZMA #I-- ZMA 20404)06� UtAlyrnead'Vouri Ce-ritel''Arewl A-`2, t'.Iv-, ktar Parcd Nalnhcrs; :3-24S and 44,5 Actes to �x: rezoacd trorn RA to NMI,) to vof�junctiort With the Appli�(zuorl P'Aati entillet] -/MA Applivatior; Plan for XMI, D P(,,,)rfion i.)1' flotlyrneud Town Conwr A-2 dated N-farcli I !� M06� revif;ed August 31. 20(Y' abc APPlicalion Nan" And the A,,rm-mdm,,rm1 to the Application Plan entitled, "Anl0ridnient 14) the (Jorit PAM I,­ c V , , "mal L)evclopinent Plan for ZWMA� 204, 1 U-ted No amfxx 1. -.010 (the "Aniended Application Plan fort'llocks, BL 821 and 84") arldr 14ollylocad 'I'own Cemer,��rea A-2 ZMA 2010--006 Revoning, Application and the revisetl �oilv� of' Dovelopmout approvcii in VVith ZwN 2010-01WI., 'fax map Val-ect N-4an, W­ts: 'J2-45 and 3.2_­_s('j.. contfirislfw 44--S acres �,tild al%o idc"firlrd a:,; I-Jollymead 1own Center Area A­2,�are subjvct to m-rzomog lapplication XMA 2010-006, and to this Proftict 8,taternolv tthe 111ropi�rty')- 110 Propervy i.� witb more panicularity on 1, he Applicati4on Plan. whictl appfit�,s � to all portion.-, of the Property txa-tpt Cot 13tocks B I � CC and 114, and the Amended Applicatiort'vItan GWRlock�-, 81, 142 and 144, 17ho Apphi��ancrn Phin, and the Amerided Applielition Plat for Alock-� 81,47 and 1,44 are,aflaetwil heretu'l aus, VN,,Jri�bifs A mid D. respxx-tively. 'I'lle (Jwrivt c)f the Property i-, Routt 214 tJ,(`, a Virginia limited fiafwility etwnparly (the I'he Ommer hweby v"Junturily proffers- that it' tbv Alberijarle County (�t.lard or Supervisors "'Icts V I rVIVOnt. the I'm rty to Neig hborhood Distri�:,t as rcquested, the't")wner -hall dcvc1op the Property in vzord with the- following prot -M -'u-Nsuant to Section t 2103 of The ("tx1c of Virginia, 1950, ws alneride'j, awl pursoatit ul Sec�lion 13.1 ol` th-C, Albinnarie (`(Jilnry Zoning Ordinancl-, Tllf'­�11� C01.1-11litiott's are parl of the rrquosted rczmalig, alitj the Owner racknowiedt,,es that the ccyoditior�s ant reasonable, `11u�sc proffers, super,�;cde thc proffers acceptod in conjunctiori with ZMA 2007-001. -it' re7xining application ZNIA 2010-006 is deniWl, these pro f1cm �Nsfiall immediately Ko nuill arnt All(it,d mid or no Purther forcc arid el-I'ect, and the proffi�rs- acopptod in cokluoction 'with ZMA 22,001-0011, as mvtll as the Application Plax-1 and the (od;c, of appritivotl *-fl V10almictirm with ZMA 2007-001, Aall contirnic to apply to 1-follymcad 1'own Center Are'a A-2, N V,�� Town (,',enter Drive fflrevicujsly Acces-, Road A) from the tiastern cdVv oftiv N, Ary al thc of Mecting Strect to ivs intev;ection with ,ole Row,- i0i, al", knownas Dickcr%oriftoa& T*hix wx-tion 41"own Center I)Tivc shall tv, comstructe4 to acconuriodatc two travel with Uomms sc� I ction appo'Ved bir the courolv and VD(yr ina alitairrawn 60-rotx wide riight-or-way� ,Vix Purposes of this [Irt4fiv 42. coastruction of'e�wh stm,-�t i�ball N, docroed ottloplete i�n it is roady to be rocomirumded hy t1w, illibeanark County y 114NIrd of Supomisors for acceptance into thc staw-makdairied sysiom land the 0wrw haq obtained from dw County Frigincer a written detcrulioation, that the Anxi is %aft mid tonvenicat for traffic. 11W road impowt.-Ments'lisiod It m�4-u shall be cot w-rutAW, in acccirdanoe with,the NVID Code or Development as approved a's part of IMA Vlo-tx* (whic+ With rc�.A to 0V Axid unprovorr ",ts Are the �Wolc as thosse ct)AW"w ill tj:K- Code of tXw-elopmwoot approvcd 4� corijiunction, with ZMA 2007-01). mod with nomd plm% submitted by the Owner and approved hy the Virguaafliclvatment of"Ttan.V-ortatiom 11W, ()Vwicr str-Al cowdruct two public transit stop " with-in liellymead fown, Ceawt Area A-2. -Flic location of the, pubh: transit itops,shull be identified, on the Applicatkinflan �UW retairwd in the Counhy flfi�. "JI* ftx*joris shall be apprvwcd by thwa, Diroclor or Planning prior to approval of tho firsi subdivision plat or site phall for Hollymead Town Center Ama A, -1 CoosbucwUl of the tukhc trunhi I stops F-hall tic'eur in coni,rinctioll, �vith (or thc --ubdi-Viswil plot or site, plan or the -public street plans whiell ritclude the area fol thc transit stops. 'T'he dosign tif c-acl) publ'ic transit Stop ,hall be Nubjtxt to approval by VDOT and the County Engineer. mui shall iriclude no less than 2(s, 'XiUare, 1�:et of paved Surface and t -o bcoch�_-i., 4� C*sh,.,rr9ffSL AcKaming with t1w, 15 Ist Marktt Rate unit, the (*"w -,half c,ontribute caiih oil a pt!r dwelling unit hasis tot the purtxv,-cs of' l'unding Beek-mar Drive F_xteMed. other County infrwsln.icture, transportatit'll), jit-lblic �,-,Afcty, scboof. parks and fihrar�� Thir cash convibuti(ms Aall be:, $12AM ciivs4k 14t each dweilling, unit, othcr than an UAW& hlc� dwelting twit ("Market Ratc Uvrit")� and $ 1, 1 "'Xiti cash 61f t�ach fin;;� unit other dian iAo afli:nxhahle dwellillik unit ("Marko Raw 011it")� Such cash 'c'o" ributio M'uill tv Paid at -the tillic of live i.s �,Fkwiriec of the building permit f6t each tww utail, u,14C.""s the vilrtima oftlic pay-rnt�rlt Vq othemvik- spe6fied by si;jle law. Beg 1,20 ariloant of eaeb cwh voirtribution q, ircd h i s�al I joning JanuarN V8, ttle rc u v Ore n IV, adjus" annually until fmaid, to re'llect any inercase tit dm�trww, for the. Calendar year in tlic Conlryarative Cxvsl MVltiiplier� Ke�giooaf City Avora#c, Sootbe-am Average,. Catc;�!ory C: Masonry Ticaring, Wallis issued b� Marshall Valootion IScorvic-0 (�x1c,'a Marshall and Swift) (the "Indox"I ot the most applicAle Mariball &'Swift io&x dcu�tmioed by the Courlt'Y if Marshall & swift couse publication of the ladexidentil iedbem-,-in, to no evcra shal', I any cash contribution 4"witint fv, adiusted to a tess thanthe amount initially established In 1, Aftrkaft, Upygift. I*bc Owner shall proviile attordabir housing equal to twenty percent (2(r/o) ofthe iotalovsidential umts constructed on the Property. iri the fortri of for-'sate condominiurns arid to,*�Wu%cs, and fcw-nmt conditintiniums, Wwriluvwk-s. apartments, and ,wc if fordable units will be in thic- form of 6 r sale vsNory ultum, Ai limm 4(Mik 4 t1w At condornmittriv,* 6 an within the, Property an plat and sitt plan f r I d I dc-s-ignat e 1W tots or units, as, appf ioahlc� that Wi 11, _�;ut"'J, to the, tee, s and cood- itmii (A illis proffer, affbi&rble units as dew;6bed bercio, arid the aftregot milowber of su-zh lov% ar, units de,4goated lbor affordabic -unit-, within ttach subdivision plat itild site plaii Io lion Plat or sitc ,4haj I i"Oom i tuir 3, in ilAi ni urn of t wvrity plari� , T'be Owner may ",6arry-ovtr or 'bank " credi is for affiwdahic un, its in the event an individual sul*division pla( at sitv plan &,%ignatesaffordahic unit-, tbatio the aggrerzate cxcvc�J the twetay percent (r ), mWoutto (or mich subdivi sion plot or site'ptw, aW such addition at afl-ordablc units'may, tv alloc*cd toward thet pery "-t �2(K, ), minirroun on any fitture ,subdl�isitm Plat or site planjim, vided howvvrr, -that the maximum ouraber of affordable tati us that may be carried over or booked AW1 not exceed t%vnty patom t2O%) of the total urtits oil thc -1 r Arly 'subdivisilon plat (it site Plum - 0%lwr sW- convey the responsibility of im conanxtingtbe Affoldable units; to the swb"Ueot owaas of lots within the Propeorty. With the writton approvAi of the CounWs Subdivision Agent, the, Owner or its successom nay revise Which lotq 4nd unit-typcs am tk-4sigairted tin tht subdivision,p,lat or site, plan that wilVeoritain affordable "itN as Pri �"vided ander thir. proffer-1, provixw tlud t1w talin-hict of the IOU so desighawd Aull not hi� reduceti- The. tia" owner at (fie, Propowd dw of comatuction'"I ot1er'"its aftordahte Iti, howselwWs vAth less dm eighty pervorit (80%) ofthe art median income such that hotw-Tig co-sts ev"sting Of princiipaL intemsL M-31 estate taxes and honleow"ers imsurance mx exceed thirty 'Kreent (3(r%) of the gros household dwelling Unit qualifying under these, pararricters counts as one (1) Aflonlable unit 3 4- crww, -s-som. YA-06iio_o__A_*d $moment contra=w stanwormer wassoment. ritiesin" Plan 44 1 1tk,'0'0'Aft 41411 XW*ibWV $$Wl AV OA PV r0kh-Iftiitl lion, bmvim U1 IV, *t thc time of issomwe otr3ch buildwi;* petwif taskW dW thaii* of the fOYArK-Al is o4wtwilc smnom hy �qtxlt hetw, for tfir ruq*risc of 63"0$ +W VXpAMWXi W' W" 0 ietit of ftgiowal o-40,dool tooexiionol fitcililiv"�, v;r 441r"*404 by Ow 1,700111Y rok-1 44014 0 tx Storr"water. lix (,YwtW, 51hall': it) the trxitown extent firactic-Ableas", dewrtnoted by the County's Pnwum Authi-trity, provide adtfitioriat Aorrowater mattagement to actlieve a rernaval rate 2004, better dittil would tittk-twisc he rettaired by the Water Protection Ordirimu* (Albernarle County CA)dc § 17-100 cl _*N�) up to a otaximum, al'a"'Vieghty peru-0-tit �*Y%) mmoval raw for cac:* se. Ph& 10, 'flw- Owner shall Icause the colmiTiVreial and roixed-use buildingN iA tho Nil mvt to he des4gned and coristrtuAmord ui) mevi mi.mmurn stao&rds 'for certirw,906o, (twon"- rve ('21) c"t points) under f."FiED Green Building Rating System for Core and Shelf DeAreloptileo ws set forth in the z Building Ratrog Sy4.m,,, Version 2A July 20_0& Pinorio, the issuance -of a building Perinit lbc Owncr stuall subol'it a cartification fi-xitil dw 1XIFF) certified Architect to (tic Di'mclor 01 Community Development 4fW thc building plan mot�Ls LE'LA) sW,)d4-Y&,: &Ufkwe the Owne", Trquests that a certifileaw rif occupancy for any buikfirsf, toe which a lice�, ambnoct tendered ,such a certifteatc, the (jwrict sh'all sliNnit w the (','oUmY*S Direvli,,�r 01' Corrifflunity Olevelopme"t a Written statxmwot, fillm the architect that the., building wa.-, hullt to fix, p Inns on vvilicli the cei4tificate, wwbasod. it. rjWft-,i Prior to bilildingVerraits that %xwld autfugize up to 7 50m) squaxv- fee; o( building Permits ShAl have beco: LvwW for -at Icast 30xv-sidenfiat units, Prior lo buildin�l pormitx thin wouldaudwrize, up In YXV)00 �4,t twe feet building p,.-tmits *,4all fiavi� been issued bor at W*a 100 res".idenual unit!� (Wtal), Pvk:w to building pentlits:'flult wottld autho0mm"lre than 'Z,(X),(X,)O sq ft Aall havr. Keen' is-mied, 0,ir at least f4g),tesidcatial units� 6 0 ?SCOTT R. COLLINS No. 35791 11�1- z 0 t ce U U) Ui In z 0 Ui Of U) z LU 0 M U) LU Ce r U (n LU 0 F_ z U-1 ce Ln LU Ln C� C:) 2 MOP, 5 i L17 !A z Uj V) _j Uj U 06 0 Ui U_ U_ 0 U oe 0 _j Ui LU U 0 Uj _j Uj _j LU 0 LU CL Ln )OB NO. 152114 SCALE NIA SHEET NO. 2 V V) 3 J D D Cj z 5 Of - Lj Li z CD 0 U D - 0 D D C: 0 U (D D D V) Q) D - 0- x Q) 0 c t D U) 0 0 D C: D > C7 0 < V) C D 0 - C) D 0 E D Q) > V) L7 1 > 0 4, 2005. Va40V-VV-VV-Va4+VV 0 1 14ZOO/ tV I Neighborhood ode, wistrkl. I Uz)1uu_%jV_VV_u-+_LjV 7nned Developmem. Mixed Comm. I I 11 11 "I'll'' I I I I I 11 I I ­,"'', I 11 11 I I 11 ,, 11 I'll,'' � I I I I I I 1 03280-00-00-03300 FIHUE,JENNIFER Neighborhood Model District I G & SHIRLEY L FISHER TRUSTEES I I I I 11 I'll 11 I I - I'll, I I I I I . . 03280-00-00-03200 COLLAZO, JOSE Neighborhood Model District . H 03200-00-00-04300 COLUMBIA 11 HOLLYMEAD LLC Planned Development Mixed Comm. cc I I I I "I I ''I I'll I ,, I I I . ,11 ... I ''I'll I 11 I : I : I I . � 03280-00-00-03100 ALAGIB, KAMALELDIN E OR AFAG 0 SULIMAN Neighborhood Model District I I C/O PROPERTY TAX DEPT : I I I I I I � I I 11 I I i I '03280-00-00-03bOO ARISOY, EMRE VOLKAN I ROUTE 29 LLC 1 Neighborhood Model District � i 03200-00-00-042AO 3801/616 Planned Development Mixed Comm. DD I - I - I I 1­1 - 11 "I 1, I I I I :11, I - � 11-l" '' I � ­­­ ­­ ­ I I ,, 11 � 11 11 I I I 1 03280-00-00-02900 BOLTON, BENJAMIN OR LAUREN BENSON 3675/637 Neighborhood Model District I K 03200-00-00-05000 ROUTE 29 LLC 3801/616 Neighborhood Model District EE � I I I I � I 1 - 11 I 11 ­ I � I ­ 11 "I'll - I 11 I I ­ - I I— - � 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 FIF � I 11 I I � � � I'll I - I � ­ 1,11,11, � I . I . I 1 03280-00-00-02700 SKELLY, PATRICK TOR DENISE M LEWIS 1 3677/587 Neighborhood Model District I M 032BO-00-00-01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON 3425/574 Neighborhood Model District GG I I I "I � I I I I I � I I I I I I i032BO-00-00-02600 PEARSON, LAUREN ALESE � 3673/661 Neighborhood Model District j N 032BO-00-00-01200 NEWBERRY, ELLEN 5 OR BOBBY G Neighborhood Model District HH . I I I ­ I ­ I � 1. I I I 11 11 1, .11 11 �j - � - � � � . , . I � I : 1 03280-00-00-02500 BRUNAL, SANTANDER A � 3674/486 Neighborhood Model District I 0 032BO-00-00-01100 PRADHAN, KRISHNA OR CHANDA 3431/058 i Neighborhood Model District 11 z I ­ I I 11 I- - 11 I 1-11 I __ - I - I ''I 11 1-1 11 I 11 I ­ ­ I I i I � 0 . � I - . 03280-00-00-02400 FOSTER, SEAN DAVID OR AFERDITA 4056/657 Neighborhood Model District I P 032BO-00-00-01000 STERLING TRUST COMPANY CUSTODIAN 3457/104 Neighborhood Model District ii � I - I � 0. . I Ce .03280-00-00-02300 LEE, KWANG OR EUNSOOK CHOE 1 4158/459 Neighborhood Model District I Q 032BO-00-00-00900 GAUTAM, SU RESH & JYOTSNA GAUTAM 3431/027 Neighborhood Model District KK � u I I I 11 ''I ", I I'll ''I - I'll I � U) I � � Lu � 032BO-00-00-02200 COTTON, SHARON M 4064/340 Neighborhood Model District � R 032BO-00-00-00800 SHIRBACHEH, SAVIES ROD Neighborhood Model District LL 0 � I I I I I I I I I I I - I'll I., I - I I I I I I I 11 I I I � � z I 1032130-00-00-02,100 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 MM 0 1 1 1 1 1 1 1 1 1 "I'll, I 11 I I'll I ''I I I 11 i � � � � (n 1­_ k - � 11 I _11'. ­ I MAI / I'll ­2�11, "/ I 032BO-00-00-02000 TH ROCKMORTON, WILLIAM F OR SHELLY L TRADER 4636/384 Neighborhood Model District � T 032BO-00-00-00600 SCHEDLER, CALEB J OR PAUL C SHEDLER 4624/302 Neighborhood Model District NN - I I -1 _. - � , Z -_ _1­ I ­ 1_ r� �11Z_l "','', � ",w �1? I I I __­ 7,17 a I� �� I I I I STERLING TRUST COMPANY CUSTODIAN 00 ��, I/ ce I I �� I----- � ,i ,, I � 11 I j -1 I __ � - - --Ili I , 1- ­ $ � � ­� AL,i I ---- - - --------- / ,-, 11 w , � , 'r " , , �'�'�`t� ' ' ' - _­_T'�� ---- I I ---- / ", FASSANO, RAYMOND P & RACHAEL A FASSANO z u 032BO-00-00-00500 3457/100 Neighborhood Model District I - - .- - t I.- 1, - �_ --- - L�,� �_F,__11'1_ ­­­ 11 �, _____ P� --� "V ____.__._�_­­­_1­ / -----------,- ty2v ", " ­­­ I i032130-00-00-01,900 3460/290 Neighborhood Model District , - I i 11 i, wl.. _ , -, _,____,___`_,_, , - " `�` __ -1, i � � - -1 .� __4 - � .- - �", I T --A. I � , 8"�CL. 50 IP 189.56' 0 0.727. ', I I � I '­­­ 11 ­,'"', I I'll, I'll ­,"'', "I I I I I "I'll ''I ''I 11 11 "I 11 I'll, I I 1. I 11 ­ 11 "I'll \ , I ., _�5z5z! -4 ........ _� ­ rn__�__ ,,�---����---,--,,,,,-,�..�,�---�z���-------- / I "I i � __ I I 1� � � I ­111 \ � 1-­ ­'i- - I � , �_ i, ,,, I 032BO-00-00-00400 Neighborhood Model District PP - ----- , 7_,_'­­­F-­- i f��_ � , ;! " TRS OF FASSANO LIVING TRUST � I ELLIS, LINDSAY S OR WENDY J I - '­,,_- - - --,-- 11 , �, I _ . , � , I � I I I I I I I I , " � � , � , - � ` � , � _ __­7��_,___�_­ __(L� --- �,, =___,,,� �,�,� -, "F1 , i � ---, - - - -- -­ ­- , " ­ � --- - I I � , I .t.- - ---t I ,,-- _:______�', � ,-", "', t_ ---- ------- � ... _ ___ __)Ii " �' I _­� cj� ; � �, I � il 51 __ ­­­_ -1 - � --- P � ­__1­-11___ -­ll 111-- ---- �"�­­i ­111 �-,----.,,..�,�,,��,-�-1-�--l'�. - I , , I _� --- �­ --------------- , /I I , I 1, t,�� , , � �111­1 � -, Y� , I I I :_, 11 .............. � , 11-1211 "' '' 0, I 1- " C , --, �, , o I , I I'll , ,�� I I , 7: � __ I '-- :---,- --_,:�- - -,/ ;� -,� - 7 - " -.1 I 7 VANDEVER, PATRICIA A OR JOHN E OR 032BO-00-00-00300 RIDLEY, THOMAS WILLIAM Neighborhood Model District 11 c -,F ��,, �� i 00 � � " -� I , , 1-1 ­_ �t "I, _,_1__1__ -- -- --- ��,�,­________ _­ ,,l � , �, I I I 1ii­_1­.­­ , i;`�,',___,,z".,f_- i ': I I _= __.__1 --- I --- ­­ - _­_�,�� , "I � t _� .. .... It - " , � I , , t I ,1�fli - ,,, ___ g"ll I 1 I , � T - --- ---- - ,", ­, 11 � 7�"­__��" -,- ­_1 I - ,,, __ ,, __ I "I - ------ i - _� - I - - I - , "I '"11, I - ­ " I , , 03280-00-00-01800 3478/688 Neighborhood Model District V i QQ , N 1, - li, � I- -, i---' J ,�,,­� � ,� � _ , �. 11 - ''I 1 �� ­ , , � � � , I " " i ­ --- I I i , 11-1- ------- ------ ----- ­,_____ , ,__ __ I I I I ''I'll 11 I'll, ''I - � 11 I'll, I I I I I I I .. I IN" � I I'll , ?�� ------ 1. ,_,,_�- L � "r ------ ­_�, 1 1'-',�19 , -- - --- , , , 11 ,� - I , I ", I I I �' ,� � I �__ :� _____1_ �,, ,,-,,--- ---- ------- I.- - ____ _,",_,"',� " '_ -1 '' ----------- �_, ��_ I—- 1 I � ". I- _1_1 . I - -.�_-,-_-_-,-; ,­:-­--,­- - _ -- ----- � �:�; , , - ­­ � ,,-,, r ;4� - ------- i - I - �t _d� I - , -_ - - , � .1 ­ , j __, i, _�1 i I i � " IF - , , ; ; I ��, - ,F� _j�, � � " ,, ': I I -, i_i __­6��_­_­ r " I o, I '­-A "�� i, I 1 2A � '_ �, - .-, , 1j. 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I , RIM 537. 0 1 " , � i TSAI, MING FUNG OR CHIN SHAW STELLA TSAI I 032BO-00-00-00100 NAYLOR, CURTIS L ""'" i ! ,\ " I , , 1�1 , � I . . 11, I i � I I i I � � � I ,l i , ,,,�1111 , I , i , �� 1�� uFf f � ii f , ill 11 - I �'_ \ 'Z � 3�­ i It � I .�o i., INV OUT: 531.P9 1 ; 1, I I I � � I 1 � �03290-00-00-01700 3992/183 Neighborhood Model District w 3 Neighborhood Model District SS 03 � , Co,t) i �� , , i I I I �_ I i - I/ �11 � I � � I I 11 11 ­.i,1 ,t�__ i 1 ! I � 1. l � i, z 1 I : � ,F � I I � � I ,", - I ­ 11 I I -­ ­ I I I'll I I I I ­­ i 111.11, , _ - , , I � � � I I l ; � � i 1. 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I DEED BOOK/PAGE I ZONING/USE ­ I I I I I IDENTIFICATION TAX MAP NUMBER ADJOINING OWNER INFORMATION i � � DEED BOOK/PAGE i ZONING/USE IDENTIFICATION H 0 'H 0 ��,,y �A, 1�1 1"' NOTES: 1 . TOPOGRAPHY/SURVEY: TOPOGRAPHY CREATED FROM AERIAL � I 03280-00-00-03900 I I WINKLER, MATTHEW P I I I � 11 I � I . I � I'll, - Neighborhood Model District I I I I I A I I 032BO-00-00-01600 JONES, CHARLES D JR OR LINDSAY ELIZABETH WRIGHT ! ! 3 � Neighborhood Model District � X t; ��"_' I I'll, V � _��_ ' C", �F ��� SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC IN JUNE 03280-00-00-03800 GARRETT, DANIEL M OR CALIE M � 3802/630 Neighborhood Model District I 1 B 032BO-00-00-01500 LIAO, XIN I Neighborhood Model District y # 2007. SURVEY INFORMATION PROVIDED BY RIVANNA 032BO-00-00-03700 11 11 I THORPE, KAREN � I 3808/518 I I 11 I I Neighborhood Model District I ­ C 032BO-00-00-00OA0 TRIBAL PROPERTIES, LLC C/O REAL PROPERTY, INC I I Neighborhood Model District z T ,�_- SCOTT R. COLLINS'Z 0 ­" (�_) ENGINEERING & SURVEYING, PLC. TOPOGRAPHY FIELD VERIFIED I - I I I I I I I I � I 11 I � N o. 3 5 779 t 11-1 BY COLLINS ENGINEERING SEPTEMBER 2015. 03280-00-00-03600 HARRAWAY, ADRIEN 3804/581 I Neighborhood Model District � D � ''I 03200-00-00-041K1 POST OFFICE LAND TRUST; CHARLES WIVI HURT I Planned Development Mixed Comm. AA llz� z� 2. THERE ARE NO FLOODPLAIN LIMITS LOCATED ON THIS EFFECTIVE DATE FEBRUARY SITE, - 11 I I 032BO-00-00-03500 I I 11 11 I ALLEN, SONYA DENISE I ''I'll, I'll, I 1 3804/556 ''I I 11 - I I I'll - I I'll, 11 I 11 I Neighborhood Model District I 1 I I E & SHIRLEY L FISHER TRUSTEES � I:p ,�� ,P 0 ,�� , GA �,� 11,�� / , 6�%NAL PER FEMA MAP #51003CO140D lt� IT14 PArwn r%i nq nAkiin ii I I I I C POST OFFICE LAND TRUSTe CHARLES WM HURT I DD 'S I 1� �� �� , L ��,�O) -_ 4, 2005. Va40V-VV-VV-Va4+VV 0 1 14ZOO/ tV I Neighborhood ode, wistrkl. I Uz)1uu_%jV_VV_u-+_LjV 7nned Developmem. Mixed Comm. I I 11 11 "I'll'' I I I I I 11 I I ­,"'', I 11 11 I I 11 ,, 11 I'll,'' � I I I I I I 1 03280-00-00-03300 FIHUE,JENNIFER Neighborhood Model District I G & SHIRLEY L FISHER TRUSTEES I I I I 11 I'll 11 I I - I'll, I I I I I . . 03280-00-00-03200 COLLAZO, JOSE Neighborhood Model District . H 03200-00-00-04300 COLUMBIA 11 HOLLYMEAD LLC Planned Development Mixed Comm. cc I I I I "I I ''I I'll I ,, I I I . ,11 ... I ''I'll I 11 I : I : I I . � 03280-00-00-03100 ALAGIB, KAMALELDIN E OR AFAG 0 SULIMAN Neighborhood Model District I I C/O PROPERTY TAX DEPT : I I I I I I � I I 11 I I i I '03280-00-00-03bOO ARISOY, EMRE VOLKAN I ROUTE 29 LLC 1 Neighborhood Model District � i 03200-00-00-042AO 3801/616 Planned Development Mixed Comm. DD I - I - I I 1­1 - 11 "I 1, I I I I :11, I - � 11-l" '' I � ­­­ ­­ ­ I I ,, 11 � 11 11 I I I 1 03280-00-00-02900 BOLTON, BENJAMIN OR LAUREN BENSON 3675/637 Neighborhood Model District I K 03200-00-00-05000 ROUTE 29 LLC 3801/616 Neighborhood Model District EE � I I I I � I 1 - 11 I 11 ­ I � I ­ 11 "I'll - I 11 I I ­ - I I— - � 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 FIF � I 11 I I � � � I'll I - I � ­ 1,11,11, � I . I . I 1 03280-00-00-02700 SKELLY, PATRICK TOR DENISE M LEWIS 1 3677/587 Neighborhood Model District I M 032BO-00-00-01300 FRITZ, JAY R OR CHRISTINE L NICHOLSON 3425/574 Neighborhood Model District GG I I I "I � I I I I I � I I I I I I i032BO-00-00-02600 PEARSON, LAUREN ALESE � 3673/661 Neighborhood Model District j N 032BO-00-00-01200 NEWBERRY, ELLEN 5 OR BOBBY G Neighborhood Model District HH . I I I ­ I ­ I � 1. I I I 11 11 1, .11 11 �j - � - � � � . , . I � I : 1 03280-00-00-02500 BRUNAL, SANTANDER A � 3674/486 Neighborhood Model District I 0 032BO-00-00-01100 PRADHAN, KRISHNA OR CHANDA 3431/058 i Neighborhood Model District 11 z I ­ I I 11 I- - 11 I 1-11 I __ - I - I ''I 11 1-1 11 I 11 I ­ ­ I I i I � 0 . � I - . 03280-00-00-02400 FOSTER, SEAN DAVID OR AFERDITA 4056/657 Neighborhood Model District I P 032BO-00-00-01000 STERLING TRUST COMPANY CUSTODIAN 3457/104 Neighborhood Model District ii � I - I � 0. . I Ce .03280-00-00-02300 LEE, KWANG OR EUNSOOK CHOE 1 4158/459 Neighborhood Model District I Q 032BO-00-00-00900 GAUTAM, SU RESH & JYOTSNA GAUTAM 3431/027 Neighborhood Model District KK � u I I I 11 ''I ", I I'll ''I - I'll I � U) I � � Lu � 032BO-00-00-02200 COTTON, SHARON M 4064/340 Neighborhood Model District � R 032BO-00-00-00800 SHIRBACHEH, SAVIES ROD Neighborhood Model District LL 0 � I I I I I I I I I I I - I'll I., I - I I I I I I I 11 I I I � � z I 1032130-00-00-02,100 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 MM 0 1 1 1 1 1 1 1 1 1 "I'll, I 11 I I'll I ''I I I 11 i � � � � (n 1­_ k - � 11 I _11'. ­ I MAI / I'll ­2�11, "/ I 032BO-00-00-02000 TH ROCKMORTON, WILLIAM F OR SHELLY L TRADER 4636/384 Neighborhood Model District � T 032BO-00-00-00600 SCHEDLER, CALEB J OR PAUL C SHEDLER 4624/302 Neighborhood Model District NN - I I -1 _. - � , Z -_ _1­ I ­ 1_ r� �11Z_l "','', � ",w �1? I I I __­ 7,17 a I� �� I I I I STERLING TRUST COMPANY CUSTODIAN 00 ��, I/ ce I I �� I----- � ,i ,, I � 11 I j -1 I __ � - - --Ili I , 1- ­ $ � � ­� AL,i I ---- - - --------- / ,-, 11 w , � , 'r " , , �'�'�`t� ' ' ' - _­_T'�� ---- I I ---- / ", FASSANO, RAYMOND P & RACHAEL A FASSANO z u 032BO-00-00-00500 3457/100 Neighborhood Model District I - - .- - t I.- 1, - �_ --- - L�,� �_F,__11'1_ ­­­ 11 �, _____ P� --� "V ____.__._�_­­­_1­ / -----------,- ty2v ", " ­­­ I i032130-00-00-01,900 3460/290 Neighborhood Model District , - I i 11 i, wl.. _ , -, _,____,___`_,_, , - " `�` __ -1, i � � - -1 .� __4 - � .- - �", I T --A. I � , 8"�CL. 50 IP 189.56' 0 0.727. ', I I � I '­­­ 11 ­,'"', I I'll, I'll ­,"'', "I I I I I "I'll ''I ''I 11 11 "I 11 I'll, I I 1. 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X I:e uj uj F_ z Lu u :7 3: 0 �__ 0 < Lu 2: _j Lu _j __j �- � b I-- w F_ ­1 0 UJI 0 = Lu 0� = 0- Ln JOB NO. 152114 __ SCALE 1 r1=50' SHEET NO. 3 Q) CIO 0 0- � =3 0- >1 C: 0 � 0 _0 0 co - (a) 0 - 0 (_5 C z - -6 CK S__ Lij (f) L'i z 0 (D C Z U L'i - L V) 0 Z 0 _j r_ __j 0 l_ C-) 0 - .2) 0 0 - -C C 3: (1) V) Z: C: 0 0 _0 q) C () _� :3 - _0 .t 0 E L 3: 0- Q) 10 � W a) (1) _ -0 a- X - (1) 0 C CD = �>, - 0 - =3 0 -0 -C C: *�i 6 INN X _Y -L S V) z �D C z 10 �j - U Y) :3 Z - Li cr) -1 C 0 0 C) u - 0 0-,,, >1 0 C � C3 (1) 0_ 6� 0 0- .E - 0 v .2 > -0 .� - :3 C o 0 . X 1z,- (1) L) =3 (1) - -C - - cr) C Q) 0 � U 0 0 V) - C -0 0) Q) � ­ :3 E 5 .- 0 - -0 - 0 _0 r_ w .!2 =3 C) -0 0 . V) a) V) > 0 .F ) -0 -2 C U 0 F_ U) C L: Q) _P > 0- Q) 0 a) co co - Q) 0 = _F_ __ �: 7 J - ----- -- - - -------- I. k4c 7- - TYPE ONE BUILDING - 92 UNITS Y 32 - 1 BR UNITS Y52 -2 BR UNITS Y8-3 BR UNITS - TYPE TWO BUILDING - 42 UNITS Y 19 - I BR UNITS Y 15 -2 BR UNITS Y8-3 BR UNITS - TYPE THREE BUILDING - 69 UNITS Y 36 - 1 BR UNITS Y29 -2 BR UNITS Y4-3 BR UNITS TOTAL PARCEL 1: * 87 - 1 BR UNITS (42.9%) * 96 - 2 BR UNITS (47.30 * 20 - 3 BR UNITS ( 9.8%) DATA - PARCEL C2 PARCEL 2 - 41 AFFORDABLE UNITS, I BUILDING Y 21 - I BR UNITS (50%) Y 20 - 2 BR UNITS (50%) BUILDING IS 4-STORIES VARIABLE WIDTH PUBLIC R /I v 386' TO NEAREST IN I [=KbI=(; I IUN TRANSITION FROM EX. CG-6 S.D.=280 FJKUFJUZ5t:U KI(jH I IN RIG OUT ONLY ENTRANCE ENTRANCE TO PROPOSED CG-2 AT CG 11 . ...... <> S,D.==280' zo, cn , 2 &P.) CG 6", ENTRANCE �T y - -------- - - ----------- - ------ ------ YP - ------ - _J12 ------------- — ----- y ------- . . . ............... y <> --- ----- - -- -------- --- ------- — _ --- -------- - --- - --------- - 3-12 (TY ---- ------- --- - ------ -7 7, h-, . . . . . .. . . . P. 4- PA.77' 18LI-V 4 ............ ------ --------------- - ------------- -- .000 R ----------- --------- --- 0MA o'mo 1�iti 0, 70, :1 MEN mul gil (P) STOP i''i'lillilild .871p 0 0 02 O J 171 *44_111 PROPOSED 56'32"E 53.4Z WE� 49' 36"E 183.01' N42 . ............. ti WALL (TYP.) .. ......... . ........... P�' 044,44 �4 (0 -------- --- ------- - - S' A 64 -- --------- -- N,50 --------- 13' 10"E 234.85' � iz F 8, RWR -------- --- --- ------ ------ - -A , ---- - ---- - 5 j 4 ? L N490 09'09"E 53.14' - -------- W: t X GRAPHIC SCALE 0 0 9 T' 30 0 15 30 60 120 i,l J �j sl 6 4 ' 0 ly, -------- V, j IN FEET J1, 1 inch = 30 ft. T[ I -- --------- ---- ----- - N� -- - --- ------ JH 0 TJ SCOTT R. COLLINS-Z 0 � No. 35791 1,. li�OIVAL Z 0 t: Ce U Ln Lu 0 Z 0 LO Lu Q� U) Z Lu 00 U) Lu Ice Z O U U) co Lu =) a U) Z _j 0 < V_ Lu Ln Lu C) Ln CIi _q AV CY) Cyi Cq 0) prl�� vsn�� N CD N N Ld U) W 0 zLL TQ C) LIJ W ul U) z w NW U) w w 0 O C*4 z U-i Lu r*4 U 1 06 m (1) Lu `2e F_ U 0 1 ae uj F_ z Lu U 0 F_ Lu 2: _j Lu _j ri Lu 0 w 0 T Lu U) JOB No. 152114 SCALE ill =30' SHEET NO. 4 0 0 06 LLJ V) Li z -0 0 CL C J _0 i- C) 0 - 0 0 0 • C) C) :3 0 CL Cn -0 0_ x 0 E 13 0 � _y LLJ z 0 LLJ v) _j 0 0 C) u - 0 0 0 > 0 x 1_ (D L) Q) 0 0 E :f E 0 0 V) > C_ 0 a C: O (u 0- Q) 0 a) V) -C --- --------- --------- n�' __� - - ------- I L - ----- --- --- k4c 7- - TYPE ONE BUILDING - 92 UNITS Y 32 - 1 BR UNITS Y52 -2 BR UNITS Y8-3 BR UNITS - TYPE TWO BUILDING - 42 UNITS Y 19 - I BR UNITS Y 15 -2 BR UNITS Y8-3 BR UNITS - TYPE THREE BUILDING - 69 UNITS Y 36 - 1 BR UNITS Y29 -2 BR UNITS Y4-3 BR UNITS TOTAL PARCEL 1: * 87 - 1 BR UNITS (42.9%) * 96 - 2 BR UNITS (47.30 * 20 - 3 BR UNITS ( 9.8%) DATA - PARCEL C2 PARCEL 2 - 41 AFFORDABLE UNITS, I BUILDING Y 21 - I BR UNITS (50%) Y 20 - 2 BR UNITS (50%) BUILDING IS 4-STORIES VARIABLE WIDTH PUBLIC R /I v 386' TO NEAREST IN I [=KbI=(; I IUN TRANSITION FROM EX. CG-6 S.D.=280 FJKUFJUZ5t:U KI(jH I IN RIG OUT ONLY ENTRANCE ENTRANCE TO PROPOSED CG-2 AT CG 11 . ...... <> S,D.==280' zo, cn , 2 &P.) CG 6", ENTRANCE �T y - -------- - - ----------- - ------ ------ YP - ------ - _J12 ------------- — ----- y ------- . . . ............... y <> --- ----- - -- -------- --- ------- — _ --- -------- - --- - --------- - 3-12 (TY ---- ------- --- - ------ -7 7, h-, . . . . . .. . . . P. 4- PA.77' 18LI-V 4 ............ ------ --------------- - ------------- -- .000 R ----------- --------- --- 0MA o'mo 1�iti 0, 70, :1 MEN mul gil (P) STOP i''i'lillilild .871p 0 0 02 O J 171 *44_111 PROPOSED 56'32"E 53.4Z WE� 49' 36"E 183.01' N42 . ............. ti WALL (TYP.) .. ......... . ........... P�' 044,44 �4 (0 -------- --- ------- - - S' A 64 -- --------- -- N,50 --------- 13' 10"E 234.85' � iz F 8, RWR -------- --- --- ------ ------ - -A , ---- - ---- - 5 j 4 ? L N490 09'09"E 53.14' - -------- W: t X GRAPHIC SCALE 0 0 9 T' 30 0 15 30 60 120 i,l J �j sl 6 4 ' 0 ly, -------- V, j IN FEET J1, 1 inch = 30 ft. T[ I -- --------- ---- ----- - N� -- - --- ------ JH 0 TJ SCOTT R. COLLINS-Z 0 � No. 35791 1,. li�OIVAL Z 0 t: Ce U Ln Lu 0 Z 0 LO Lu Q� U) Z Lu 00 U) Lu Ice Z O U U) co Lu =) a U) Z _j 0 < V_ Lu Ln Lu C) Ln CIi _q AV CY) Cyi Cq 0) prl�� vsn�� N CD N N Ld U) W 0 zLL TQ C) LIJ W ul U) z w NW U) w w 0 O C*4 z U-i Lu r*4 U 1 06 m (1) Lu `2e F_ U 0 1 ae uj F_ z Lu U 0 F_ Lu 2: _j Lu _j ri Lu 0 w 0 T Lu U) JOB No. 152114 SCALE ill =30' SHEET NO. 4 0 0 06 LLJ V) Li z -0 0 CL C J _0 i- C) 0 - 0 0 0 • C) C) :3 0 CL Cn -0 0_ x 0 E 13 0 � _y LLJ z 0 LLJ v) _j 0 0 C) u - 0 0 0 > 0 x 1_ (D L) Q) 0 0 E :f E 0 0 V) > C_ 0 a C: O (u 0- Q) 0 a) V) -C 6 C O '+� U 7 N C O U O C O C C O U 7 i N C O U O N .� O C N .� U G i N N O O 3 GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES ALBEMARLE COUNTY Asphalt Pavement Restoration Detail for Open Out Lftility Installations Risk fe. Mill & resurface Mill � resu rface' 12° min_ Saw- cutexistin pavement existing the full depth of asphalt P P /Asphalt GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL RA NG 273 VPD ( 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 25 VPH ( COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF as P haltconcrete /whichever STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS SHALL CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA is greater CONSTRUCTION. f , 11 / r f f l - i rr f i r.. i r/. i/: / GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 2. UPON COMPLE7ON 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 whJrheveris greater 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 �HHN HHHHHNNN -_ ✓-Iry 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 as haltat a rate of J.1 �IIDn per P 4 P ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH SY eras determined by the 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 77-IE PUBLIC 4. ALL VEGETA7ION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER CLEARING, GRADING OR OTHER CONSTRUCTION. Stet- 9W forAOT} 1:0000 RIGHT —OF —WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. ass ac i mater In ccor ce ✓✓l bkfll adan 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. S R erificatlnns rix Trench widen and PIP' a beddln shall De 4 n OBTAINABLE, LESSER OF BETTER BE 4. GUARDRAIL LOCA 170NS ARE APPROXIMA 7E. EXACT LENGTH, LOCH 770N AND APPROPRlA TE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WI 7H 6 RIP STABILIZ XON MAT NED DITCH MAY REQUIRED WHEN IN THE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL arltse 12 inch esminimo:mbe andttleedge afthetrench Y A MINIMUM COVER OF ONE (1) FOOT. OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO anion itudinaIo open or 25 feet minimum beyond g P 3 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 Wl77-1 THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS PIPE —CLASS N. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY OTHERWISE NOTED ON PLANS 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA 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 STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER NOTE: MANDATORY 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 WI7H 7HE MINIMUM PAVEMENT WID7H, SHOULDER WIDTH AND DITCH PAVEMENT SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ADHERED TO. 1. AN ACTUAL COPY OF 774E 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 774E 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 COMPACTI0N 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. 7RAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS REQUIRED GRADATION FOR TYPE I, ll, OR Ill 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 774AT 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 INSTALLAT70N 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 VDOT 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 7HE 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 Z 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 & 817ZJMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA INSPEC7ON PROCEDURE AND WITH A I✓DOT OR COUNTY INSPECTOR PRESENT. DEPARTMENT OF TRANSPORTA77ON 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 7RANSPORTATION 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. ALBEMARLE COUNT Y FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVI C E AUTHORITY 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 NECESSARY Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA 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). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DI THES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VA VE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 203 APARTMENT UNITS ON PARCEL D - CODE 220 ADT: 1 1350 VPD ( (675 ENTER/ 675 EXIT) Asphalt Pavement Restoration Detail for Open Out Lftility Installations Risk fe. Mill & resurface Mill � resu rface' 12° min_ Saw- cutexistin pavement existing the full depth of asphalt P P /Asphalt 7 5 fatal asphalt fit` rain. P concrete pavement P (82 ENTER/ 44 EXIT) Cancrete5urfaceMaterlal` ADT: 2 273 VPD ( de• thclre uaEto P 4 21 VPH ( (4 ENTER/ 17 EXIT) the depth of existing ng 25 VPH ( (17 ENTER/ 9 EXIT) as P haltconcrete /whichever ` min. I I is greater 1.5 min. f , 11 / r f f l - i rr f i r.. i r/. i/: / Sub- basecDUrsede depth P 1Q' min- f. /''; �D$.... , f -��' l f � � r,., sha.11�e1p'"4'requal ty 1 .fit, .,.r, 'a49�EE' iT 11 It thof exlstin sub -base P 9 ff > »> f rf f f f whJrheveris greater �HHN HHHHHNNN -_ ✓-Iry Horizontal and vertical surfaces 12' Bench B T2' Bench shall be ackedwlth RG 25011 uld t R P lP,fn. PtLn. as haltat a rate of J.1 �IIDn per P 4 P NOTES: SY eras determined by the district adminlstratw's desH g nee Asphalt Concrete Surface, Material: SM 9.5A fiorAOT 10{)00 Select MaterialTy Pe 1 w i th m inlmum CBR -30 Stet- 9W forAOT} 1:0000 The dlStflGtadR}lnlStratflr'5 designee shalldetermine,the ass ac i mater In ccor ce ✓✓l bkfll adan Test+DratianTe requirements avement � es- R P t4 with Section 302 of the Road and Bridge S R erificatlnns rix Trench widen and PIP' a beddln shall De 4 n `�... —.�' No. 26 or 27 aggregate a bed(krT in P P 9 accoTdancewith VDOT :Std. P &1 accordance with Sections 205 - &3(7:2 of the Road and Brid Bridge Specifications 4 P arltse 12 inch esminimo:mbe andttleedge afthetrench Y RA anion itudinaIo open or 25 feet minimum beyond g P 3 the trench centerline on perpendicular open cuts. or as determined by the district administrator's designee, Date: Au 9 ust 27, 201 Not to Scale ALBEMARLE COUNT Y FINAL PLAN GENERAL NOTES GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVI C E AUTHORITY 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 NECESSARY Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA 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). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DI THES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VA VE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER. TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 203 APARTMENT UNITS ON PARCEL D - CODE 220 ADT: 1 1350 VPD ( (675 ENTER/ 675 EXIT) AM PEAK: 1 104 VPH ( (21 ENTER/ 83 EXIT) PM PEAK: 1 126 VPH ( (82 ENTER/ 44 EXIT) 41 APARTMENT UNITS ON PARCEL C - CODE 220 ADT: 2 273 VPD ( (137 ENTER/ 136 EXIT) AM PEAK: 2 21 VPH ( (4 ENTER/ 17 EXIT) PM PEAK: 2 25 VPH ( (17 ENTER/ 9 EXIT) NOTE: HYDRAULIC COIAPONENTS OF CURB CONSIST OF THE R,1 INGLfS AREA IN SQUARE YARDS) GENERAL NOTE'S; WHEN REQUftO V:G -2 OR CO-3 N"55 FEeT7 1 TECTAELE WARNING SURFACE (AREA IN SQUARE YARDS) I, THE DETECTARI.E WANING SHALL BE pROVD£D BY TRUNCATED DOMES, EACH OF THE ABOVE ITEMS IS A SEPARATE PAT ITEM AND SHOULD 2, DETECTABLE WARNING. SHALL HE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CULT RAMP. DETECTABLE WAR" SUFALES. PRODUCTS NOT LISTED SHALL. MEET t�,�IIALII -RAMP LIT MAX THE REQUIREMENTS OF T0HF SPECIAL PROV&DN FOR CG-T2 D TECTAiL.E WARNNG SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL. DEAN SECttON FOR APPROVAL.. & SLOPING 'SIRES OF CURB RAMP MAY NE PEED MONOLITHICALLY WITH RAMP 4• FLOW OR BY USING PERMNSIDLE CONSTRUCTION JOINT WITH REQUIRED BARS.. #. I' RAP FLOOR 15 PRECAST tI LES MUST NE:. PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED MI)IE CAN IE CAST IN P, ACE. AFTER PLACEMENT OF ...fir, tAAI PRECAST RAMP FLOOR. PRECAST CONCRETE' SHHALL BE GLASS A -4, 5, RCDIAWD S T L . P�ED LRU � TYPE A BOTH E THE F MID-DEPTH OF RAW FO O, WWMM PERPENDICULAR CONCRETE COVER rh°. 8. CI / CUPS AND GUTTER SLOPE TRANS9iQN5 ADJACENT TO CURB RAMPS ARE NCLLOED HM 'pAYMEN F(Nf CURB / CURB AANO GUTTER. 5' MIN I. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS OIREtTED r 12� BY THE ESeWER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1jel MAX AN AGCES5NBI.E INNATE WITHIN THE RIGHT OF WAY OF A HIOHNWAY F.AC.YLITY ' r CROSS A CURD RECARDIESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR MOFE:Xi NT. THEY MUST K LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE BE LOCATED tWND YEH,eCLE STOP LINES, EITSTI�NG LIGHT POLES FATE HYDRANTS, LOCATED C. ACGESS h ROUTES PROVIDE A �ONTMOUS.. PARALLEL UNOBSTRUCTED STAME;RM AND SL.LP RESISTANT PAIN CONNECTING ALL SSIB 6Y PEDESTiiNAP85. FACILITY THAT CAN OE' APPROACHED, E'HNTERED & RAGS MAY BE PLACED ( RADIAL OR TMIGENTNA SECTIONS PROVIDED THAT ',I THE LYJRB OIWwAW' IS PLACED WrTHIN THE LISTS OF THE CROSSWXX AND THAT THE SLOPE AT THE CO NNE014N OF THE CURD OPENING IS TY•T NAX- PERPENDICULAR TO THE CURB. W X A 9. Tt'AACA6. TE g� WALK LS #" THICiN. WHEN THE E11 j HCE RAfNCANNC,T AcooM A7 HE TCCINMNNC REgUN75 OF ANTOPATEO HIEAVY TRLKRC US S tR� ) FFOORSG TE REIP3Vg RAL ENTRANCE <REAVT *` AT 2" HR R THAN '� EDG 9E. PAVEMENT AT * XC - AST F XO. WHEN O.�N RAMPS ARE USED N COhIJUNCTgN NTH A SNARED USE PATH,. .SANE'.. Wt O CLAfd THE MNWIUM WIDTH SHALL BE THE WIDTH Of THE SHRED USE PATH. 11. WHEN ONLY DINE GUIRIB RAMP IS PROVIDED FOR TWO CROSSINM C UHL7, TYPE C A 41 It 41 LANIDIG AREA $HALL BE PRDVIED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR A11T'O THE CROSSWALK WITFIDUIT COX ITS THE TRAVELWAY. THIS 4't 4' A MAY INCLUDE BUTTER PEN, LLL CA S i'A B TRUNCATED DOME �. ,2: ALL CASES WHERE CAB STEP INTERSECT A RAt'HE SECTION LE CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE � B' "'2'4" _;C c WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE HELD O O O O O -MODIFIED AS RECOMMENDED SY THE MMI%'ACTURER TO MATCH THE SACK OF CURS. O0 OOOOO 0 LA10040 now u • O O O O O# O O O f O 0 e 0 0.7 {' a O 0 6 Q O O O O O f O f 0 0 0 Ty' ",'H O O O O O O O O 0 O O O O O �.�_-- _DNAMETER:. ^ c O _ O O O O o � o O O O �O O O O O 0000000000000 0 0 DETECTABLE WARNING; AT BACK OF I I, VARI t Ij RAP FLOOR SEE NOTE R. PAY LSTS DETECTIBLE WARNING TRUNCATED DOME � DETECTA�E tNARPNNG INSTALLED ON A RADIUS DETAIL DETAIL ROAD AM BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE SHEET I OF 5 REVISKIN DATE : cGENER'A4L 203.05 NOTES ?, 2DS: 07M VIRGINIA DEPARTMENT OF TRANSPO"ArO4 SO3 "I-1-11--l-------,�,--,-------,--�-- "I��l".--,�,��1-11-1.------,-,�ll,�-1-l.--�---"-"-��--�-��",--"-"��---,ll-l��'ll-�----",--,-,-,��- __ " Y : . Fllte .. . ,b - ,l wJt- ttEr__E.4,. i e •._) . - ., i ` -rr-+� *NtS �h , iTm � w ��. I "« REM ,07[ r#omf" GOOD FCC 1 N AA TI C MATERIAL � ROCKY FOUNDATION MATERIAL C AS DIR ,-Tf VA,Kt R vAtIOK MAY BE ,'UBJEC T N +ttr'a C>- P n G •w4F.'_A R' 1'- ; a I � f" '€ I I _ N l , TE } ;ti E, xM t � 3 p I F C I , t}, BAf I D a ! ^f'I v n6 DNIE°_ r, ^ r to I D LITLI 'I STABLE L I (} .7eI.. � M I , 6, ", .I - ,. ! } ^' t Nt. y _ , I. I;i l f I A. _ � �` r l l _ I HE _ FIµ t. ,� T I Y ' "` 7 IU E _ i E k f`- 7 i R "t�l r,l I �. r R'C .�I A I#! , I;, rr O r a, r .. k I , fi. FOUNDATION IN POOR AIL UNDER - CUT CONDITION I } t T E E 119 j F ., s J i,� m m i h k � t� ltalci� 11 nA Mlt'I xT Ito t r. ` IF I Al 11111. sh I ;,- I . , A ,tJ 1 _ �-, : v.. t i L ,, a . , a ^ I u ,. » _ ?t l _.- . R n t_ I'll �° tl r. F I _ n, , -r . ,,: d .n ,... '; . � wry ;;. _a _ ,� w ., r , �r r1, IrEr{} t A t�EC F� F . . ; ( )i N jr 1 ,- 1. f': t e t � t z,.• r„ . f ,a t r f> , a- f <t '' 1 1:_ a: E / a. r ,r 1, f H, - t � Y't C' f' �� ! _k =:; „�1�€,A�LL � �L�!r,rL� ltl.'�II,I ��' €r�Cn �a1,:7EF�, 41,��_ ,� N10, C' t C° r 1 �t. 1 ..... i Iti I , ..r:. -.: F. ,i1:k': .. i _ 'I .., ;A•t I_. '+, t_....,.�vE�E_ -; ` : C" "° 1 ,H S °. � 1- � C J, 1 k �t F i 11 L LL. �s a E' I1, I,: � 1 ,. PE- .w�1 Iw I � € �; rT;w,- i - r _1 l�r . C i ;y 'r 1 z, F ' -P 4 _ t 1 11 - F �i I� sF��A�ti`'.I._ � .��� t EF, � - .a_�,kv I,•_ � 5�>< " H -HE - ,E1,r_', l' r '7 SHALL. # t"' - N..STL.. . . . _ � �'ri. I"., , r P S , .i / € .. sC:I ' r. .=F r. DUCTILE IRON ''WATER TYPICAL GATE VALVE RIPE INSTALLATION & BEDDING C u NM r IG, W­ T-, -''i TIT - EWE S Env, LA , `:Itr ` 0. ,Jt,' +,_TION N" rE`. ,u€ PR, SEWER SE,.vi.- I.A:E A `C %fJ E: CTS �t ,x tIAT> - „g)"E I t t,}. 'I”, 41%/ -. ' ,.,,,. F i F, r -'lc J ,'.r -L .:'I,'c E.,,, ,r,_ _. 11 , ' \V`v ''T~`' ' 1NDI_ TE HE 1 t OWN) ,��.A -J .fJ + THE SER I(ZL ..h< LA EPLAE PIP SHAI-t. BE A LEAST 0 IIISH -R `EJAN THE X11 h _-R( N ELEVATION OF THE THE '0,'0rESi PIPE C_:,:.€tif._ _"'`FL .r CIE a� ,rlN':;L_ R"t , I',A I" B:, I IE . aL t f,T >' II' ROCK it (_ G r[v*£GF ATERAL- TF F'ED 1NTC) AN E,X,ISTI.dt. `_EN R M l3v SSA LL nfr,,,r, LARGER TN,='aN IN ;',I�1`Y -E CUNT sE� JSI A PITT - 'AD,Lf 11 + t r t I. r f. C ' 4i, ....1� - di} cwt'}. e, 1 .L.. E4, EE.;. U't.: F, .E Y4}r')ZA. .T •! , ?Ia: . "'4. {. BE .,;'1. /"� I I,' IN IA 8�'Cj Ft " 1/4' �E� r ) I "n t'. H Ill I t�� ^, h 1. r r r 151 r :l4 "t. t' .. t "o- E'.v �. iS ,t,.l t, k,Ri .-.. { ,VIE ^, r1 !I%sw., ,ihrE ..! Ntl,'.T` FI ,__^ , S r' ill I_ :, , I A (; ,, a,1 1 ', LINE ,. r, - n a,, ,m _ 3 , G �. z P. T ,. futt � ,,�I� €t... ".. �.,fvtE6,, i :�. , >LL _,Et +�h': _ »:E:��..L_� �Irt+L� s1�,1( �Sr ,'I >:r, F '€'IPI- l 1 , E�,il, , : t:f i N P,;t r�E uECDIN , a.' �,Iax SAt 4, rn:n EATED P,l I I ftEQ 1 It "C V Nil , I M, C 7 f ; /,Y, ` �'' Nl yr ,' ;,.. ✓. f %. rY /, 'T:" t_ t. V t' t .,,.� T V u ? 1 E? L. 4r ' S . y 2: r ^:' may✓ � 0.1' '�, j l '. F x _�� 1,40 FE • { D t Cyr I a, 1, i c t, I. r- , t s "PEN I F f C E ki.v 11 mI ;E v TF.R> -�l yy 3 1-q ` . I ! r�� E .,�, S E CTIN - G N 2.�''.,�s CAE C.'> -1L_ :�;wr ;E" ,HE E,.. f3- �..1,t '"i�F' TFE,�a_EI S°rAGL ,F (FAE °I.� '" °~� ?�,,�� °t';^a° r t , ,z Cyr^: >•'e't 1 .° rj. =.r.L. .. �. I r�, -,,5 .E Ct �`1IiE• !�_.0 :.,,... t�l - i.: �'`I., �:.:.. ^..: t'?.7 -f -{ Iv.... �. I.... d .: f., , , _ i� _ � E , , , ,_ f - � � ,_ f . � , .. Iti G CSI c,, � t° t� , , � N `,Tf I'VE SHALI. BE uR rtr ,Erb � f;F, tr c A : i-A f.: INSTALLED } I C� 7 1k '11 $ 4 a 1r ,l-iEnc E - C, EC ^l t� ,t ..L. � �. r1: �} v y) rr }; k l •" } t ,1. -°`` }}�� IN LI a .. E i C T PLAN TYPICAL SEWER PIPE INSTALLATION IN TRENCH _ VAR!E-` I P I �NTF SEWER SERVICE LAIERAL CONNECTION FIG, i N T ,T,,. 11:, 4 1 = - 41 ' v 4, h Yw 'r;\,< ti 11, ti :x v per �a r U f I s/ Pty b a. s' ,,,,*" �'t \ �� /�� "` `` r`s _4 act , ti '1 : �, „r , .,.✓ v x2 �+ tE , �, ,S � ,�L V r A W. V ' fir ,, „, .,,JrC” `..,1 ti . I ' ti "0 ,' ,` Y ` T �� .t- x ` s � ill � I � — , �,-,o "; ", , 1� " �, , ,,,,�, I " ' � \ , _"7, 'I \ 11�_ , "" "�,, ", , 11 E, ` ­ 11� ' F« s r7110", 11 �� ,,_,-A,',­ .. S , - �­ "" , �, , 's, � " I ` „ t v ,„ ? P ,",�, I , ; � 'a � # — � a ` '` , ' v � , - � :* ; ,. ' r.'. . . ., , iY . ! Tx ' . " COVER LIFT NOTCH 12 3/8" WATER "V CAST IRON LID NOTES: 1 FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED I 4 N THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) N TS FIG. W -7 TD -10 CO E \ E a, iv E M UP \ E In W^ m N E �= ° \ �< ° cn �m Om In J� O J ^ M, V y E° C)o va E LLI Etn vU rn UI v a- 'L_ I III+ N w I I '.. _U w � V \ W O O K 4 _ E a`� Z -� Q _ E � d ° E° 0 _° a ° E rd O Q zR q Na EW NW "o� U �N WQ �Ez I CD W o° "EE o z^ Z w o E _,W o E 6 Cl) z °rn � I- cc E ry \U N n h �.�� _ U — N E r � Nr, E , \E Inw co �Um —u O ¢ 4 0 s °E °E °^ F- E < E N E vrE o f o f o W \W \ 01 in _ cD \ N W ° _ W N N N LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D (VARIABLE WIDTH) 4” CONC. "'— 4" 21 —A STONE BASE CONCRETE SIDEWALK NO SCALE f TE [aFt PS 1 T =n, '" EQ aIPPED Vli T H C H ,dyeLO TEN- v RA- TL H'Fr'ti" 'YE. II,�;`9 I ° =. ,� ,NELOCA; SIANDARC , ,':. r I, ..ftC,at'� C.r :I;si,41J „!-1 `+;'RF;IE� E: N? 4 i 11 , To 1'. �" s %L, Fi 11 G t #1 „.,,, 6� T , €t c-: _315 , -S kl - fC.:: ay t "� '4 f n,i a , T A r 1 i4 L. - ,_ 11 , [E �M t` 't L ` ! , I 1 { �N 4 K, _ _ SY l x i a �; t� R ° t a a +.A _r 4i tt t.C.O C K . ",G Xt! '•i w l' ,.w � S m4....1.� r' ; c r ! r 3 - 4%f ' � r :.TFE- F1 1(. nl H � THREADED c , C ) a� H E li t I A . I F a s � , r, + ,11 IN . � IrAI L r r_P } i H C HYDRANT I Cz , C. IN v FILL, / I fi FC G c rrL GE GALVANIZED -° ^ tCF .T �sTH -' " h' 1' r , : /... -: X T P vk ..a ,f:. „E 1 �. F !F tJ viii "( rti € ! C C EEL _� C , "•i t N r' D d 1 w 3 "i,1 �., .. � 't €7 NCB L_. r F t.111C 1r.1. H- ,, , - rF _' 1 E ^c * r �L_ E`' r ,� ,LL . Cd.'� r :Lw :F~b r ,= F ' t. T r r: itI 5 a I � •� t F � r7 fi 1.. lh it "N. 1i C N E', T k t ~ L _ ! E r is „ ti 3 1 5 r 3 3 IN _, THE +E CATCH 1 LE hL , RNLI ,t �,.c.,,.ILCEh ,_rn „EH 1E THE c,•1 ,. �- r IT i�, tdJT ., I . = H r, I. FIE ERE _. Ir= 'r4 I NLL H, ! (A, tv , � t 71_ VH�r EC. L � ern _ 'nvr lf.-, `sty �1; : VT,A, 1_t t_E I0V _ .CLl T >_, E J ,NE °!” ,F_A'_r; t. , I,EEF _, t:' ,AL EJE PLUG GED AND itv'fsAfJ,SHALL BE f"" Lil+!F'E[1 :57 "{ TYPICAL FIRE HYDRANT ASSEMBLY DETAIL F',G W,4 l[) - 7 ° ,�> "I I N 1' COMPRESSION x 3/4' MALE PIPE COUPLING .- APEFO ED E-1-- ❑ O 1” TYPE 'K " - -^. SOFT COPPER FiR USE CN ATTA HED SINGLE FAMILY REST DEPITIAI SEC �_ OR DUAL RESIDENTIAL AND IPR1Gktt0 S"JICES. }'x1 "xt' TEE ❑ 01r i HdOTE, NO SWEATED FITTINGS DUAL SERVICE �' COMPRESSION :: 3/4' PAA-E PIPE COUPLINiG OR APPROVED EQUAL 1' TYPr 'I" ,I�ET C_°PER ❑ (D 11 I FOR JSE ON DETACHED SINGLE FAMIL'f RESCEI'J'I,L SE,IIACE WHERE AIV IP,P,It�PTION _r METER IS PROVIDFI) SIN(,LE SER`v`ICE E NOTE. 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID _ III FINISHED GRADE j 10 5" — LO' OWING r METEF BA'L - VALVE BGX 'INLET - -Itt I OUTLET) 36' COPPERSE -7ER ,/4 1-ND CouRLN( _- (I'= REQUIR EDj y1 ,, _ METER BRICK. AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION Ni f `S i FIG. W - 6 TD -25 � TD , ��LTH �7 7 °� �1 �- 1'], O,�__- SCOTT R. COLLINS--;" U No. 35791 , w,0 1�0�A,�SIONAL t' GGir Z O lH- d 01 U U) w 0 Z 0 _Ln w Z w Q O° M M W ce Z O OF- r_ Ce V) m w Z) 0 U) Z —N O Q H-H In LU Z F -I w oc LA w P-1 Ln Q C) 0 O 2 ,L Ar 1 _ M TM V/ N 0- Ir .: ' 5 Z !S W �u ^^ ( ) >_ / 01. 0 0 0 o_ Z n. H T C 0 L F-4 O 0 (ll W n 0 O c U Z (11 Q' U sw � w , Z 0 Z qw J _L11 O Z V Q I� ( C 0 Q � ._ U °0 W 0 n o s c Ti Q U) � _ 0 o 0 o U /� \� -0 \/ / O C U (D I N `� 0 3 CI U E— Q) O 0 O �X -0 0- X 0 0 ca - T yr W q %% O : .-t `3Y 0 3 WZ 0 C aT n,_y q 1 w w W n Z CDI- w z w 0 U U Z L Z J In J C 7 0 U U 0 _a o O� 0 3: C i q O 0 L O c 1 Q:�, .N 6 U 0 X :�, O U LU 0s =— N o J w J O V ~ N Lij O 0 Lu U E ■ _ CL iii V) -0 — 0 JOB NO. a) 152114 ,o CO Ql SCALE a 0 -o ? AS NOTED ° "u rn L 0 N SHEET NO, o- a>i 0 0 � 6 N q � � 4 1 = - 41 ' v 4, h Yw 'r;\,< ti 11, ti :x v per �a r U f I s/ Pty b a. s' ,,,,*" �'t \ �� /�� "` `` r`s _4 act , ti '1 : �, „r , .,.✓ v x2 �+ tE , �, ,S � ,�L V r A W. V ' fir ,, „, .,,JrC” `..,1 ti . I ' ti "0 ,' ,` Y ` T �� .t- x ` s � ill � I � — , �,-,o "; ", , 1� " �, , ,,,,�, I " ' � \ , _"7, 'I \ 11�_ , "" "�,, ", , 11 E, ` ­ 11� ' F« s r7110", 11 �� ,,_,-A,',­ .. S , - �­ "" , �, , 's, � " I ` „ t v ,„ ? P ,",�, I , ; � 'a � # — � a ` '` , ' v � , - � :* ; ,. ' r.'. . . ., , iY . ! Tx ' . " COVER LIFT NOTCH 12 3/8" WATER "V CAST IRON LID NOTES: 1 FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED I 4 N THE LID. TYPICAL METER BOXES (5/8 " -1" METERS) N TS FIG. W -7 TD -10 CO E \ E a, iv E M UP \ E In W^ m N E �= ° \ �< ° cn �m Om In J� O J ^ M, V y E° C)o va E LLI Etn vU rn UI v a- 'L_ I III+ N w I I '.. _U w � V \ W O O K 4 _ E a`� Z -� Q _ E � d ° E° 0 _° a ° E rd O Q zR q Na EW NW "o� U �N WQ �Ez I CD W o° "EE o z^ Z w o E _,W o E 6 Cl) z °rn � I- cc E ry \U N n h �.�� _ U — N E r � Nr, E , \E Inw co �Um —u O ¢ 4 0 s °E °E °^ F- E < E N E vrE o f o f o W \W \ 01 in _ cD \ N W ° _ W N N N LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -1 -D (VARIABLE WIDTH) 4” CONC. "'— 4" 21 —A STONE BASE CONCRETE SIDEWALK NO SCALE f TE [aFt PS 1 T =n, '" EQ aIPPED Vli T H C H ,dyeLO TEN- v RA- TL H'Fr'ti" 'YE. II,�;`9 I ° =. ,� ,NELOCA; SIANDARC , ,':. r I, ..ftC,at'� C.r :I;si,41J „!-1 `+;'RF;IE� E: N? 4 i 11 , To 1'. �" s %L, Fi 11 G t #1 „.,,, 6� T , €t c-: _315 , -S kl - fC.:: ay t "� '4 f n,i a , T A r 1 i4 L. - ,_ 11 , [E �M t` 't L ` ! , I 1 { �N 4 K, _ _ SY l x i a �; t� R ° t a a +.A _r 4i tt t.C.O C K . ",G Xt! '•i w l' ,.w � S m4....1.� r' ; c r ! r 3 - 4%f ' � r :.TFE- F1 1(. nl H � THREADED c , C ) a� H E li t I A . I F a s � , r, + ,11 IN . � IrAI L r r_P } i H C HYDRANT I Cz , C. IN v FILL, / I fi FC G c rrL GE GALVANIZED -° ^ tCF .T �sTH -' " h' 1' r , : /... -: X T P vk ..a ,f:. „E 1 �. F !F tJ viii "( rti € ! C C EEL _� C , "•i t N r' D d 1 w 3 "i,1 �., .. � 't €7 NCB L_. r F t.111C 1r.1. H- ,, , - rF _' 1 E ^c * r �L_ E`' r ,� ,LL . Cd.'� r :Lw :F~b r ,= F ' t. T r r: itI 5 a I � •� t F � r7 fi 1.. lh it "N. 1i C N E', T k t ~ L _ ! E r is „ ti 3 1 5 r 3 3 IN _, THE +E CATCH 1 LE hL , RNLI ,t �,.c.,,.ILCEh ,_rn „EH 1E THE c,•1 ,. �- r IT i�, tdJT ., I . = H r, I. FIE ERE _. Ir= 'r4 I NLL H, ! (A, tv , � t 71_ VH�r EC. L � ern _ 'nvr lf.-, `sty �1; : VT,A, 1_t t_E I0V _ .CLl T >_, E J ,NE °!” ,F_A'_r; t. , I,EEF _, t:' ,AL EJE PLUG GED AND itv'fsAfJ,SHALL BE f"" Lil+!F'E[1 :57 "{ TYPICAL FIRE HYDRANT ASSEMBLY DETAIL F',G W,4 l[) - 7 ° ,�> "I I N 1' COMPRESSION x 3/4' MALE PIPE COUPLING .- APEFO ED E-1-- ❑ O 1” TYPE 'K " - -^. SOFT COPPER FiR USE CN ATTA HED SINGLE FAMILY REST DEPITIAI SEC �_ OR DUAL RESIDENTIAL AND IPR1Gktt0 S"JICES. }'x1 "xt' TEE ❑ 01r i HdOTE, NO SWEATED FITTINGS DUAL SERVICE �' COMPRESSION :: 3/4' PAA-E PIPE COUPLINiG OR APPROVED EQUAL 1' TYPr 'I" ,I�ET C_°PER ❑ (D 11 I FOR JSE ON DETACHED SINGLE FAMIL'f RESCEI'J'I,L SE,IIACE WHERE AIV IP,P,It�PTION _r METER IS PROVIDFI) SIN(,LE SER`v`ICE E NOTE. 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID _ III FINISHED GRADE j 10 5" — LO' OWING r METEF BA'L - VALVE BGX 'INLET - -Itt I OUTLET) 36' COPPERSE -7ER ,/4 1-ND CouRLN( _- (I'= REQUIR EDj y1 ,, _ METER BRICK. AS NECESSARY CORPORATION STOP TYPICAL SERVICE LATERAL INSTALLATION Ni f `S i FIG. W - 6 TD -25 � TD , ��LTH �7 7 °� �1 �- 1'], O,�__- SCOTT R. COLLINS--;" U No. 35791 , w,0 1�0�A,�SIONAL t' GGir Z O lH- d 01 U U) w 0 Z 0 _Ln w Z w Q O° M M W ce Z O OF- r_ Ce V) m w Z) 0 U) Z —N O Q H-H In LU Z F -I w oc LA w P-1 Ln Q C) 0 O 2 ,L Ar 1 _ M TM V/ N 0- Ir .: ' 5 Z !S W �u ^^ ( ) >_ / 01. 0 0 0 o_ Z n. H T C 0 L F-4 O 0 (ll W n 0 O c U Z (11 Q' U sw � w , Z 0 Z qw J _L11 O Z V Q I� ( C 0 Q � ._ U °0 W 0 n o s c Ti Q U) � _ 0 o 0 o U /� \� -0 \/ / O C U (D I N `� 0 3 CI U E— Q) O 0 O �X -0 0- X 0 0 ca - T yr W q %% O : .-t `3Y 0 3 WZ 0 C aT n,_y q 1 w w W n Z CDI- w z w 0 U U Z L Z J In J C 7 0 U U 0 _a o O� 0 3: C i q O 0 L O c 1 Q:�, .N 6 U 0 X :�, O U LU 0s =— N o J w J O V ~ N Lij O 0 Lu U E ■ _ CL iii V) -0 — 0 JOB NO. a) 152114 ,o CO Ql SCALE a 0 -o ? AS NOTED ° "u rn L 0 N SHEET NO, o- a>i 0 0 � 6 N q � � TD -25 � TD , ��LTH �7 7 °� �1 �- 1'], O,�__- SCOTT R. COLLINS--;" U No. 35791 , w,0 1�0�A,�SIONAL t' GGir Z O lH- d 01 U U) w 0 Z 0 _Ln w Z w Q O° M M W ce Z O OF- r_ Ce V) m w Z) 0 U) Z —N O Q H-H In LU Z F -I w oc LA w P-1 Ln Q C) 0 O 2 ,L Ar 1 _ M TM V/ N 0- Ir .: ' 5 Z !S W �u ^^ ( ) >_ / 01. 0 0 0 o_ Z n. H T C 0 L F-4 O 0 (ll W n 0 O c U Z (11 Q' U sw � w , Z 0 Z qw J _L11 O Z V Q I� ( C 0 Q � ._ U °0 W 0 n o s c Ti Q U) � _ 0 o 0 o U /� \� -0 \/ / O C U (D I N `� 0 3 CI U E— Q) O 0 O �X -0 0- X 0 0 ca - T yr W q %% O : .-t `3Y 0 3 WZ 0 C aT n,_y q 1 w w W n Z CDI- w z w 0 U U Z L Z J In J C 7 0 U U 0 _a o O� 0 3: C i q O 0 L O c 1 Q:�, .N 6 U 0 X :�, O U LU 0s =— N o J w J O V ~ N Lij O 0 Lu U E ■ _ CL iii V) -0 — 0 JOB NO. a) 152114 ,o CO Ql SCALE a 0 -o ? AS NOTED ° "u rn L 0 N SHEET NO, o- a>i 0 0 � 6 N q � � t fi !� _� r , .' . {I iffi 1 � LPR^ EXISTING DEVELOPMENT-/ f DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600- oo- oo- ooSoo.SEE SWM E MT DB 2678, P S G 55 1 ,. 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 -oosoo (SEE SWM ESMT DB 2678, PG 551). 2. IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING'S PRIOR DIRECTION IN A MEETING HELD ON JULY 23,2o3.5, THIS PARCEL WILL CONTINUE TO FALL UNDER THE GRANDFATHERED 3.999 VSMH REGULATIONS. THIS SUBAREA WAS INCLUDED IN THE EXISTING APPROVED SWM POND DESIGN. FPOST-/DEV OPMENT SWM PLAN. m �� w_ n _ _ W__ - - -° ' -- '- I , W.t W a v 'SUBAREA B _ _...._ �54 ac. _ N 6 Tc =o.2o hrs„N r gg LINEAR PARK It G s� a t i r ' ~ o _ 4 , 4 0.15 r 5383 To be used w/ 2011 BMP Standards and Specifications T � protected forestlopen space or reforested land TMPo46a.� Site Data NtI1T' � Project Name: Holl mead Town Center - w" Date, 10/6116 !/ .. / %/i #< < / �/ (,yyi yards or other turf to be mowed /many ed „ iF data input cells caculat,on cells. _ Vir rnia Runoff Redun AAethad New Deve' nt Worksheet - v2.8 -June 2014 .,. _ " Surr"ry Sheet constant values r t fi !� _� r , .' . {I iffi 1 � LPR^ EXISTING DEVELOPMENT-/ f DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600- oo- oo- ooSoo.SEE SWM E MT DB 2678, P S G 55 1 ,. 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 -oosoo (SEE SWM ESMT DB 2678, PG 551). 2. IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING'S PRIOR DIRECTION IN A MEETING HELD ON JULY 23,2o3.5, THIS PARCEL WILL CONTINUE TO FALL UNDER THE GRANDFATHERED 3.999 VSMH REGULATIONS. THIS SUBAREA WAS INCLUDED IN THE EXISTING APPROVED SWM POND DESIGN. FPOST-/DEV OPMENT SWM PLAN. m �� w_ n _ _ W__ - - -° ' -- '- I , W.t W a v 'SUBAREA B _ _...._ �54 ac. _ N 6 Tc =o.2o hrs„N r gg LINEAR PARK It G s� a t i r ' ~ o _ 4 , 4 _ -_ dr BR - 9R -."f 8R i Bk fi'BR 8R �.t a� i Ik �s EXISTING DEVELOPMENT too %- DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600- 00- 00- 00500.SEE SWM ESMT DB 2678, PG 551 SUBAREA A 5.58 ac. CN =87 Tc =o.i5 hrs. s� M, agaR9ATi nI i _ era -7 _ _ a y d r ti k, I' SUBAREA A DRAINS TO AN EXISTING STORM SEWER xs - rv.�;.� ?' OUTFALLING INTO AN APPROVED, GRANDFATHERED, f� EXISTING SWM FACILITY PROVIDING WATER QUALITY _ AND QUANTITY TREATMENT FOR THIS DEVELOPMENT. p. nk J d i R pf� G MFf . -L' . �<' 4.. .. { i -G : r.� m.:...✓ _..'km- •,.u- ,�. .i M.., . .;.._......_..., .... _ j. . „.,.<,y t( ! r t *u.. i a } if .. L.. _......� .........: R ....x., R; PKJ LE r` Proposed Impervious Areas ; Proposed Impervious Areas . _..... t r i� li ` ;_ I j !! I i 4 i� �i 5 �� n o 4,00 Io �- /t-" 1 ale Subarea A =Subarea B � > �` Buildings 58,225 sf ; Apartments - Parking Areas 103,725 sf Parking Areas " - Sidewalks &Pool 8,350 sf ;Sidewalks 01 ft.i 1 . >. ..,'! ! Total= 170,300 sf Total = 12,940 sf 24,640 sf 6,150 sf 43,730 sf SUBAREA B STORMWATER MANAGEMENT NOTES: 1. SUBAREA B SHALL UTILIZE THE 7.5o 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 -oosoo (SEE SWM ESMT DB 2678, PG SS1)• 3. THE EXISTING GREENWAY SPACE REMOVES 0.73 Ibs /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 Ibs /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. S. SUBAREA B's DEVELOPMENT, IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING'S PRIOR DIRECTION IN A MEETING HELD ON JULY 23, 2015, SHALL ADHERE TO THE CURRENT SWM REGULATIONS FOR WATER QUALITY CREDIT. Virginia Runoff Reduction Method New Development Worksheet - v2.8 - June 2014 _. 0.15 r 5383 To be used w/ 2011 BMP Standards and Specifications T � protected forestlopen space or reforested land 24.20 Site Data S ? � Project Name: Holl mead Town Center - Date, 10/6116 !/ .. / %/i #< < / �/ (,yyi yards or other turf to be mowed /many ed „ iF data input cells caculat,on cells. _ Vir rnia Runoff Redun AAethad New Deve' nt Worksheet - v2.8 -June 2014 .,. _ " Surr"ry Sheet constant values 1 erious Cower acres Imes ) Site Data Summary t. Post- Development Project & Land Cover lnforniation Total Rainfall = 43 inches _ Print Constants Site. Land Cover Surrmnary ... r r l 3 Total of Total ,' Forest (acres). 0.00 7.50 0.00 0,00 7,50 74.7!3 Phosphorus EMC (rr /L) 0­26 Nitrogen EMC (rr1glL) 1.86 _ �e I _ -_ dr BR - 9R -."f 8R i Bk fi'BR 8R �.t a� i Ik �s EXISTING DEVELOPMENT too %- DRAINS TO EXISTING SWM FACILITY LOCATED ON TMP 04600- 00- 00- 00500.SEE SWM ESMT DB 2678, PG 551 SUBAREA A 5.58 ac. CN =87 Tc =o.i5 hrs. s� M, agaR9ATi nI i _ era -7 _ _ a y d r ti k, I' SUBAREA A DRAINS TO AN EXISTING STORM SEWER xs - rv.�;.� ?' OUTFALLING INTO AN APPROVED, GRANDFATHERED, f� EXISTING SWM FACILITY PROVIDING WATER QUALITY _ AND QUANTITY TREATMENT FOR THIS DEVELOPMENT. p. nk J d i R pf� G MFf . -L' . �<' 4.. .. { i -G : r.� m.:...✓ _..'km- •,.u- ,�. .i M.., . .;.._......_..., .... _ j. . „.,.<,y t( ! r t *u.. i a } if .. L.. _......� .........: R ....x., R; PKJ LE r` Proposed Impervious Areas ; Proposed Impervious Areas . _..... t r i� li ` ;_ I j !! I i 4 i� �i 5 �� n o 4,00 Io �- /t-" 1 ale Subarea A =Subarea B � > �` Buildings 58,225 sf ; Apartments - Parking Areas 103,725 sf Parking Areas " - Sidewalks &Pool 8,350 sf ;Sidewalks 01 ft.i 1 . >. ..,'! ! Total= 170,300 sf Total = 12,940 sf 24,640 sf 6,150 sf 43,730 sf SUBAREA B STORMWATER MANAGEMENT NOTES: 1. SUBAREA B SHALL UTILIZE THE 7.5o 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 -oosoo (SEE SWM ESMT DB 2678, PG SS1)• 3. THE EXISTING GREENWAY SPACE REMOVES 0.73 Ibs /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 Ibs /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. S. SUBAREA B's DEVELOPMENT, IN ACCORDANCE WITH ALBEMARLE COUNTY ENGINEERING'S PRIOR DIRECTION IN A MEETING HELD ON JULY 23, 2015, SHALL ADHERE TO THE CURRENT SWM REGULATIONS FOR WATER QUALITY CREDIT. Virginia Runoff Reduction Method New Development Worksheet - v2.8 - June 2014 _. 0.15 Past Development Treatment Volume (ft3) 5383 To be used w/ 2011 BMP Standards and Specifications 3.38 protected forestlopen space or reforested land 24.20 Site Data A.... Project Name: Holl mead Town Center - Date, 10/6116 !/ .. / %/i #< < / �/ (,yyi yards or other turf to be mowed /many ed „ iF data input cells caculat,on cells. _ Vir rnia Runoff Redun AAethad New Deve' nt Worksheet - v2.8 -June 2014 .,. _ " Surr"ry Sheet constant values 1 erious Cower acres Imes ) Site Data Summary t. Post- Development Project & Land Cover lnforniation Total Rainfall = 43 inches _ Print Constants Site. Land Cover Surrmnary ... Annual Rainfall (inches) A Soils 8 Soils C Sods O Soils Total of Total Target Rainfall Event (inches) 1.00 Forest (acres). 0.00 7.50 0.00 0,00 7,50 74.7!3 Phosphorus EMC (rr /L) 0­26 Nitrogen EMC (rr1glL) 1.86 _ Turf (acres) 0.00 1.54 0.00 0.00 1,54 1534 Target Phosphorus Target Load (Ibiacre /yr) 0 41 Impervious (acres) 0.00 1.00 0.00 0.00 1.00 9.96 Pj Q 90 10.041 100.00 Land Cover , (acres) A 'soils s Sails C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, 0.15 Past Development Treatment Volume (ft3) 5383 Post Development TP Load (lb /yr) 3.38 protected forestlopen space or reforested land 24.20 Total TP Load Reduction Required (lb /yr) A.... Managed Turf acres __ disturbed, raded for ( ) - !/ .. / %/i #< < / �/ (,yyi yards or other turf to be mowed /many ed „ iF , . 1. ,� k 1 erious Cower acres Imes ) -� Site Rv 0.15 Past Development Treatment Volume (ft3) 5383 Post Development TP Load (lb /yr) 3.38 Post Development TN Load (lb /yr) 24.20 Total TP Load Reduction Required (lb /yr) -0,73 Total Runoff Volume Reduction (W) 0 0 Total TP Load Reduction Achieved (lb /yr) 0 0' Total TN Load Reduction Achieved (lb /vr) 0 0.00 Adjusted Post Development TP Load (Ib /yr) 3 338 Remaining Phosphorous Load Reduction (Lb /yr) Required 4 43,0t) 'Site Results Land Cover Surrvna _ ..... _ Forest/ en Space Cover acres D.A. A D.A. 8 D.A. C D.A. D D.A. E AREA CHECK Weighted forest :::'.. .. __ _ ..... ... -` <,..,,,, /. , / ri ..f fj`„yl.ffil`f /F• . IMPERVIOUS COVER m., K. �a Fairest � .: f � :: -- - -- S:. IMPERVIOUS COYER' T�%�. TED R REA Cilia Managed Turf Cover (acres) _ TURF Weighted � rf d Man2ged Turf .._.,.,_ .. _. _ TURF AREA TREATED .._.. I. _ AREA CH EC OK. Gila, K . E O �I. lLnpenAous Cover (acres)' . Ry(i ous „, Phosphorus t I rw ©us TOTAL TREATMENT VOLUME c Total Site Area acres f, /iH;' TOTAL PHOSPHORUS LOAD REDUCTION REQUIRED LBfYFAR Site Rv RUNOFF REDUCTION C Post-Development Treatrnent Volume acre PHOSPHORUS LOAD REDUCTION ACHIEVED L81YR r Post Development Treatment Volume (cubic ff feet) _ ADJUSTED POST - DEVELOPMENT PHOSPHORUS LOAD ;TP Ifrl r , < 0st l3 n Loa Ib TN) P t d TP i r .• Past Develo mBnt Load ' Total Load TP Reduction ulred Ib/ r ) ( __ __ REMAINING PHOSPHORUS LOAD REDUCTION LB/YR NEEDED COIGRATULA: "f"ICiNSrI YOU EXCEEDED THE TARGET REDUCTION BY 0,7 LS Alit H OF o � SCOTT R. COLLINS'� U No. 35791 �o��SSI ONAL Z O H d U LA W Z 0 U1 W U) Z w Q O N W W Z O a U ^m VI Z O Q V) z Z LU Ln LU F- u C) W M Cr) ~ N M Q0 z N Er M or CN O 0 LU N ~ N J ° U-1 LAJ r Z 06 LLF ' V a Ld � w U �w Z z �(-D > L1J 0 Z ° w C/) W LU O Z J N °- �o ~ 0 z °o O a o� rn c 0 Q � U \ \ \� LLJ U U C U � L iv c`1 0 3 U �Q) Q) Ce - W J 0 0 a E o o •3 z °' z c X Y W w LL W Z U z C� W zU LL U L 1-/ J C J O O U U L W 0 o T O0- o L G Q Q O U O W " L h) i N S C f� O J W 0 O J J U0 oUJ O LU E 0 ]OB NO. 152114 0 0 �; SCALE 0 1 it o � -100' " L O N SHEET NO. o 0 7 � o F- 3 H OF o � SCOTT R. COLLINS'� U No. 35791 �o��SSI ONAL Z O H d U LA W Z 0 U1 W U) Z w Q O N W W Z O a U ^m VI Z O Q V) z Z LU Ln LU F- u C) W M Cr) ~ N M Q0 z N Er M or CN O 0 LU N ~ N J ° U-1 LAJ r Z 06 LLF ' V a Ld � w U �w Z z �(-D > L1J 0 Z ° w C/) W LU O Z J N °- �o ~ 0 z °o O a o� rn c 0 Q � U \ \ \� LLJ U U C U � L iv c`1 0 3 U �Q) Q) Ce - W J 0 0 a E o o •3 z °' z c X Y W w LL W Z U z C� W zU LL U L 1-/ J C J O O U U L W 0 o T O0- o L G Q Q O U O W " L h) i N S C f� O J W 0 O J J U0 oUJ O LU E 0 ]OB NO. 152114 0 0 �; SCALE 0 1 it o � -100' " L O N SHEET NO. o 0 7 � o F- 3