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HomeMy WebLinkAboutSUB201600119 Plat - Submittal (First) 2016-06-06GENERAL NOTES: DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 OWNER: TMP 062A3-00-00-00100 TMP 06100-00-00-16000 DB 3661, PG 056 DB 3661, PG 056 BELVEDERE STATION LAND TRUST BELVEDERE STATION LAND TRUST 2421 IVY ROAD 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22903 TMP 06200-00-00-002A1 DB 3661, PG 056 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 NTA TT LLIN PE ca cT sco co s 434.293.3719 TAX PARCEL #: 06100-00-00-16000,062A3-00-00-00100 & 06200-00-00-002A1 TOTAL ACREAGE: 06100-00-00-16000 PORTION : 5.46 AC. 062A3-00-00-00100 PORTION : 1.85 AC. 06200-00-00-002A1 PORTION: 0.35 AC. ( TOTAL: 7.66 AC. ZONING: NMD PER ZMA# 2004-07 w BELVEDERE COD PPROVA A L ON JANUARY 5 2010 ACCOMPANIED BY ( APPROVED VARIATION RE UESTS DATED 2- -20 0 - - Q 3 1 3 24-2011 & 7-22 2014 NOTE: THIS PRELIMINARY PLAT INCLUDES PORTIONS OF BLOCKS 4 AN D 7 FROM THE APPROVED REZONIN PLAN. ANY REMAININ P RTI N HALL BE P G G 0 OSS LATTED WITH PHASE IIC. PROPOSED USE: 30 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS 4 18 18 13-17 UNITS 7 5 7 0-12 UNITS 9 7 5 0U NITS 30 LOTS 30 LOTS 1 -2 N 3 9 U ITS PARKING: FOR BLOCKS 4 & 7 - PARKING ON LOTS AVAILABLE IN GARAGES ND DRIVEW A AYS SHALL BE ACCESSED VIA ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS WITHIN BLOCK 9. ON -STREET PARKING IS AVAILABLE AS SHOWN aN THIS SHEET. SOURCE OF BOUNDARY SURVEY: ROUDABUSH GALE & ASSOCIATES 2016 r ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: - VIR INIA RE R E MAPPIN G SOU C G AERIAL SURVEY DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD 83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FL D 00 INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS. STREET TREES SHALL BE A MINIMUM OF 2-1/2 CALIPER. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (1) PHASE 1 7 2 EA H NTAIN A B ILDIN ITE THAT MPLIE WITH SECTION 4.2.1 OF BUILDING SITES: LOTS 39 56 & 9 08 C CO U G S CO S THE ALBEMARLE COUNTY ZONING ORDINANCE. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. IMPERVIOUS AREAS: ROADS & ALLEYS: 1.74 AC. SIDEWALKS: 0.39 AC. LOTS: 4.73 AC. TOTAL 6.86 AC. ACREAGES: LOTS: 4.81 AC. R/W: 2.63 AC. OPEN SPACE: 0.22 AC. NOTES: t 1, A 6 MAINTENANCE EASEMENT SHALL BE RE UIRED ON ALL PROPERTIES ADJACENT TO PROPERTIE WITH IDE Q S S t YARD SETBACKS LESS THAN 4 -11 . THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT. 2. THERE ARE NO PRESERVED SLOPES OR MANAGED SLOPES ON THIS PORTION OF THE BELVEDERE PR PERTY. 0 3. TRASH SHALL BE ACCOMMODATED WITH INDMDUAL TRASH CONTAINERS FOR EACH LOT. 4. A LAND PE PLAN HALL BE BMITTED WITHIN THE FINAL ITE PLAN AND HALL MEET THE RE IREMENT F SCA S SU S S U S 0 Q SECTION 32.7.9 OF THE ZONING ORDINANCE. SETBACKS: TABLE 9 FROM CODE OF DEVELOPMENT - NO CHANGE PRP ED S 0 OS , .,,.,,. ,. . ) I 1... ,a ..E . .. . .. . . ...... a I.I ,.. . I •... I.. ,.., . -b ... Primary Structures 1, 4 Carriage Houses & Accessory Structures - __ II to _. _. " ." . c m W-4 _... � --i O,M D M ti V -- . - _. 4 :E BELVED OUL AI EXISTI P B G U LI R o �L�M�Do �L�� G�C�Ia�� ��i ��' `` l 0 �, 111 , �„ , P R ELIM INARY S U B D I V I S I 4 N P LAT � PROJECT SCOTT R. COLLINS' 4 SITE U Lic. No. 035791,E RIO MAGISTERIAL DISTRICT O.b1AL.XBEMARLE COUNTY, VIRGINIA o� 1.6 w1_ -' __ - - `-_-_ __ " , _ v TMPn62A -oo-00-00100 PORTION J `- iSIGHT DISTANCL "--.280' ." _ __ _.__-____ _ f ' :-' \ � NOTE PO ON F EXISTING SSIo ��G { ) / , r .._.._ ::..,::. �♦ . _ - "' VARIABLE' WITH ACCESS 4 11 RTI 0 NAL _. - B DRIVEWAY �► ENT "a i : ` EASEMENT LLC ., I . ": E _ ST -- � ► ` :::':: "... ^�. ' ' , . _- _1 .. DER D BAT88 PLAN D `�. _ _ _ -_ _ ---.....------ --- - � - <v LVE E TR CCEs EASEM 1 � TO BE VA D� f J 34 55 r i ::::.:::: y i; , 1 DRIVEWAY ACCESS 1, R I �ct� r _..,. _..- --- -.,.- _ -'-- '--% �.4:'-: _ r.- ..v.,.. `. --'- -- --_ - y THE ASEM NT F- d --� 85 AC ES ' 1 � r "- J "- f / LIMITS OF PHASE IIB \ ,::::::.::: 1'-.::- :.: ___ -.r _-- EASEMENT - VACATED __...-----._..__.._.____-----_.""..._._____ ' ff ♦: i r DB 3149 PG 96 \^ >' - WILL BE �� / PRELIMINARY PLAT �` v -, / - \ i kZ f --DB.3S95, PG 55 ` i V, - \ \ - ,\.,. NCO r �. S ). i r / - r; �..bM:,. 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CQ:" 1 between t ✓ w r r / r - -E. {::- - „ - ./ ," he rearsetbacku to4'fromthe ro ert line or in the ca seofanalle easement within4'fr om the easement boundar _ p� P P P Y - -'\ Y - Y• j. ./, F I G \ -. 1 I 1.Y f f \ .1.r 1:' Ta A'S£ M JV. 5 LOfi 1 207 1 5 408 i r _ 3 985 1 y''� , �5 rr 2_ No encroachment 1 : ;' s a re a I lowed within them• Inimum side ard. ✓ �E - , 3•s_ i- v LOT 1 _ `� r • ' t i r 't• . - ' s• 9 4 _ O.: r : -:1 `t ai {' C7 1 1 /' - R. 208 r °,�tI�7 1" 3. Where i 6 ..T a s de setbackof 5 3 4 4 050 �� •; less than 4'11" is used a 6' a i �• m ntenance ease ent h m s all be recorded .Y onall ro erti es ad'acent to t , he side setback /` - - - 'C'f . P P J ,- �Z�' `'; • / �- 6 �I. © t 1 '3 : t ofless than 4'1 1 .✓i• r' S ,ems l'Y. .;r• , 4 Wher "I `A eanalle ad'oins �`i 2� ! aside and the mini u Y J y m m setback is 3'. I \- 1 Y4 - C \ ,� r 5. Carrai a houses u LEGEND E m st be located to the e ; � \ r arofthe rima re sidence. p rY - : S r• r 1l## G 2 \ 6 6.Other accessoryntructures may not be placed in front ofthe primary structure. ,I -• , -:: f EXISTING CULVERT ..,,...:.•: - _1_ ::. - Y - EARTH DITCH 'P. E- '1 I � \ PROPOS 'D SITE Restrictions Governing Structures Extending Beyond the Front Build -to Line Min De th 1 Max De th i p p M n Width 4' 10' 8' 5' 10' 8' 3' S' 4' Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome 1. The dimensions ofa porch shall be measured from the edge ofthe house to edge ofthe floor area and shall not include a nysteps. GREEN SPACE/ OPEN SPACE PROPOSED: CONSERVATION ARA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC) BLOCK 4: 0 0 0.00 BLOCK 7: 0 0 0.00 BLOCK 9: 0 0.22 0.00 TOTAL 0.0 0.22 0.00 NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. J . 62 - \ ,, DISTANC EASEMENT CULVERT r` \ :q l �i i - - r , 1 DRIVEWAY CULVERT �.i` \ f , 'i \ \ DROP INLET & S U TORE N0. - t } i l 7R C :'�: BENCH MARK _ I T P 06200!00-00-01 I1ll 6Do I � '\ t i CURB . _ I CLEARING LIMITS =`. - d , - CURB & GU TTER __. - - / - r:. f HEE1' Iii S D EX PROPOSED PAVEMENT ss VDOT STANDARD STOP SIGN l ,/ F % l f � r _ r,, � r' EC -3A DITCH Zoo EXISTING CONTOUR TOTAL GREEN SPACE (AC) 200 PROPOSED CONTOUR 0.00 6„ DEPTH OF EC -3A DITCH 0.00 240.55 PROPOSED SPOT ELEVATION 0.22 EC -2 DJTCH f 7BC DENOTES TOP/BACK OF 0.22 g" DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX ._ \i y ..- I/ l// ,/ // !/I f/ t/, f,,^'' TITLE r -=--r-r //r !_ _ RAPHIf S�AIJE __, \ r'r ,rf t r I/ ; J / f 1 -- _ r I / ' rf i � \ \ - "so f f ro rr I/ 31W C' 5b r"� r goo ' /` / r 200 EXISTING CONDITIONS r `,, - ' , 'f � � j r '` \ - f ' i r /I , __ __ _ ✓' 1 r' `I ,` , ` ` \ `\ ti. DETAILS 4 ; r' ,' 5 ,, r 1 i I tf 1 - " "l, � r r ,' + i � I, 1 `; inch F�50 + ft.1; +J rf f` ._ \i y ..- I/ l// ,/ // !/I f/ t/, f,,^'' TITLE SHEET -=--r-r //r !_ _ RAPHIf S�AIJE __, \ r'r ,rf t r I/ ; J / COVER SHEET 1 -- _ r I / ' rf i � \ \ - "so f f ro rr I/ 31W C' 5b r"� r goo ' /` / r 200 EXISTING CONDITIONS 2 - ' , 'f � � j r '` \ - f ' i UTILITY & GRADING PLAN 3 __ __ _ ✓' 1 r' `I ,` , ` ` \ `\ ti. DETAILS 4 � f / r' Ir 'I - ;'; + }. \ , # t ,� ;,� I , i PROFFERS 5 ,, r 1 i I tf 1 - " "l, � r r ,' + i � I, 1 `; inch F�50 + ft.1; +J rf f` TOTAL SHEETS 5 <'\i I d7 T (\ M C6 J N 0. C� LU o O 0- H� a N U) a C O ° N >- 0 N ° N Qa� O z C Z W u oOf W ___I z _ -0 (D c Z v w �"-� V) W J �z o_ J �o) W 0 ceO 0 (�L� o 0 0 -5 = 0 Ir 3 0 C C 0 o - U Q v ) c z: U � 0 3 o- 1�4 En a� a x Y W 0 a� W T 0 E 0 C ._ v 3 E'- C Z c _- W w 6% W CL z � C z w Cn ce z I J N F_ J C O O _ ~ W 'JU� O W >, Ir Q C i U ° o_ - 0 W � C Q o - � _S4 v 0 •- .0 0 J - o U � x - W CV ° ° W -, N W v o -1 O m .- 1- c v ° ° O UJ �E � = U _ EZ V1 -0 � JOB NO. C o 152121 0 �> SCALE ° •� 1"=50' 0 En c o 0 SHEET NO. o- o 1 °' � rn 0 a� 3 - - - - - - - - - - - - -- - - - CURVE RADIUS ARC LENGTH CHORD DISTANCE CHORD BEARING LINE DISTANCE BEARING C1 25 27.95' 26.51' N75*5418.95"E Ll 68.00, N3'5138.18"E TH o 4- C2 24.5' 8.28' 8.24' N22°53 13.10E L2 3.94' 567*32'52.38"E 80 - - - - - -- _ , C3 24.5' 8.28' 8.24' N64°52 23.53E L3 21.25' N43°52 53.04E - --- - - - - I - - � e __ - - - - - - - C� C4 24.5' 8.30' 8.26' S22*51'44.39"W L4 34.73' N32'34'17.10E H ' , SCOTT R. COLIJNSZ - - - - - - - - - - - C5 24.5 10.81 10.72' N61'52'40.22"E L5 21.07' N46'07'11.68"W C6 " E r-) Lic. No. 035791 24' 46.26' 39.43' Sll'20'21.68"E L6 57.00' N43*52'48.32 C7 446' 105.48' 105.23' S73*20'4.59"E L7 21.07' S46'07'11.68"E SOCCER ORGANIZATION OF r) C8 280.87' 123.71' 1 122.72' S67*19'55.63"E L8 37.29' N55*11'19.S3"E 1 ZONAL ti C9 24.5' 7.84' 7.81 S77*29'10.98E L9 140.49' N43*52'51.20"E __- S�IARLOTTESVILLE`ALBEMARLE INC0 DB 4299 PG 328 TMI'i­66-�_A37oo-od-omoo (O"ORTION) - - - - ------- 38.29' I - C10 12.5' 21.44' 18.91' N7'57'46.20"W L10 N32*34'15.33"E m 1.69 ACRES BELVEDERE STATION LKND TROST LLC DB,3488 - PIG C11 12.5' 14.71' 13.88' N89*10'49.46E L11 21.08' N46°10 07.50' L 552 C12 12.5' 2 6.3 0' 21.71' S3*11'01.11"W n L12 57.00' N43'52'48.51"E -,qo.�iACRES- C13 8.5' 13.06' 11.82' N81*48'16.56"E L13 25.24' S46*10'07.80"E m mC14 378.5' 144.40' 143.53' N65'05'40.13"W L14 29.19' N48'47'51.53"E C15 471.5' 157.30' 156.58' N66*27'58.41"W L15 85.71' N43*52'51.20"E C16 24.5' 13.45' 13.28' N16*50'52.70"E L16 334.34' S46'07'08.55"E -- - - - - - C17 24.5' 32.34' 30.04' N86*59'47.14"W L17 55.52' N43'43'13.24"E __16 - ------ L1 2 - - - - - - - - - - - - - - - C18 24.5' 34.83' 31.97' S8*09'27.18"E L18 19.81' S46'16'46.76"E 1w C19 24.5' 32.60' 30.24' N86°41 13.53 L19 36.50' S68'19'11.83"E O / - - - - - _j _j 11� C20 22.5' 31.86' 29.26' S7*59'16.54"E L20 55.02' N33*37'51.97"E z 4 36.63' 0 Q 3 C21 53.05' 37.40 S23*03'31.48"W L21 46.99' N37*04'55.91"E L9 E < r PA __F7C22 116.5' 121.24' 115.84' NO-5S'11.0811E PHASE 2B L22 57.00' N32'54'10.97"E -6RI YE-WKY ACCESS -EASE -NMD ZONED PORTION- BOUNDARY u 7: L23 22.61' S57'05'49,03"E En 1130 W +IG 76, -DB- "409, - OF PHASE IIB PROPERTY a U) �! DRIVEWAY ACCESS EASE�ENT L24 46.00' N59'27'40.52"E z -D _S_IGFiT DISTAp9TC DB 3149, PG96 & L25 59.00' S26*32'08.75"E 0 5C)C) EASEMENT - J - - - - - DB 3595 PG 55 L26 99.57' S57*05'49.03"E z DB -35��, PG 1 R4 ZONED PORTION ff Aft > . ....... - ------- - - - -55-20.91"W VJ J ' L27 374.48' S31 _DRTVEWA - _� --__j --GRAVEL L28 166.89' N51°33'37.53 "W -TEMP_OR-ARY---GONSTRtICTION '02'43.04"E 0) OF PHASE IIB PROPERT� BELVEDERE BOULEVARDr / ANd- GRAD IN G -EA -SEM EN T- L29 34.81' N38 r TMP -C6 2A--po-o6-66 - o_(P_0­kT_M)_ DB 3543,P L30 59.01' N53*31'15.94"W Lu 10 _G 22-5- L31 4.1 V S37*43'36.12"W /BIflLV­ED_ERE`STAT1OX1LAND TRUST LLC -GRAVIfL DRIVEWAY L32 33.44' N58'11'30.91"W /l \ r j /- - � \ \ l / j //,� D -r55-2 / \ ( / -,\\ / / L33 4.91' S55*11'26.96"W :L.85 ACRES - - -- - - - - - - - - - - - L34 33.10' S45'27'55.03"W L35 32.83' S32*34'15.44"W ITMP o62Go-os-00-00 A L36 141.22' 543*52'51.20"W N TMP o6290-0o'-00-002Ai (PORTION) L37 42.23' SSS'11'26.96"W BELVEDERE STATION L [�L� L38 33.01' S41'27'11.48"W DB 366:L PG . 5 _1-1 LL) -BELVEPERE STATION.-LAND-TRUST-IL-C-�7 f " i� \ ; 1 �2- 7 15.29 ACRES --t- --DB-3627-­PG668,--` L39 34.88' S32*34'15.44"W Lu 8" w ES L40 29.94' S43'52'51.20"W ko L41 39.39' 571*06'09.81"W - �`\ \\ \ \ \ / / / // I%// // / y _ -) I ' \ \.. ............... L42 17.21 N46*07'06.96"W L43 7.40' S89'02'31.69"W TMP o62oo-00-00-160do (PORT Nye r 1p�-O L44 83.78' S43'52'51.20"W G L E �GZLE 91-E -,GL E- F�AR�'_GWSTRUcTION L4S 18.60' N46*07'08.80"W r044E�gEME&T BELVEDERE STATION,[�AND-TRIDST AND GRADING EASEMENT 45 T 1 0 '88 PG 552 -22,5, L46 12.10' N43'52'51.20"E 6 w 8 W PG 44, j)B­ 20 PU 35 -4.3, -PIG "I 'A L47 69.00' N46*07'08.96"W DB 4586, PG 106 \gtSFMENT L48 7.88' S43*52'00.22"W j'G 106 WATER EASEMENT 20' ACSA 34 5.46,ACRJES F�N�AGE EASWE- DB 15&3 -,PG 391'\ L49 114.00' N46 -07'06.92"W ZU PRIVATE 20�'PRIVATE 4- 1 /20' AC SANITARY, i_iDRA E-1 IN�(Gl If'AS �EME T 6R AIN AGE /EASEM EN-T-- /DB/4S83,-PG q75- 8 - __ I L3 �44 - DB 4583, )D�' 3 37�, u/375 r_ F_ DB _45183, PG 1- 17- CN L43 D.B. 4544 14.1 f E15 b- L33 PG. 44_er_ �0_ _u _u _u _u -0 _u -0 -0 -0 7 IG14T' DISTAP4CE/ > SEMEIqT > CCi) > > > > > > 7 U) C/) w Cn Cn Cf) Cf) (n V) U) U) FT] m m m F9 FF1 DB 354 G 20 Mu3A SA�ITARY m m m 0 DB 4586, �� 106 SEWER EASEMENT EY -1 ----- - - .1 ISHADRACKA-LL -B VEUER SE I IA _z/ _E N LY DER DEVEL P ENT) -oo.-oo-3-69 RTJGN) (CYRR I / w Ci --061- - 0/0 7/ TMP 60 KT I P o6200 -OO 010-0 )500 _---B1ILVEDE_RE­ST IOr*,,ftANDTR`USTL I - .1-1 '_� -"*"--, "111 /// // // / ELVEDER [A LLC D"4-88 PG 552� 2.56,ACR�� '"--- - - - - - - - - - 15.102iAC ES X., DR -4397 PG -72 26' ACSA-S-Af*TAR_Y --SE­WE-R---E­ASE- MEN T - t DB 4586, PG 10 L9 f v </ C'? 7 - - - - - - PHASE e% E30YND 1-1 1--, -_ 1-1 20 /A U A + WATER/EASEMENT j C1 /4586/PG W6--,,' L31 N P2 _X 7 Q� 70 A �ANIURY\ 3 �7 E AS KENt\ PG 1-06 Q0 y A/ Lj III Ito NOTES: ! I j // /J / IIII III /�' //I 1 \- i / / .-� j 1 \\ \ \\ \\ \ \ O \\ \\ 1. TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERIAL SURVEY DATED JANUARY 2016. BOUNDARY PROVIDED PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN MARCH OF 2016. 113 r YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS SITE PER FEMA MAP THE SITE WAS FIELD VERIFIED IN MARCH, 2016 BY COLLINS ENGINEERING. 2. THERE ARE NO 100 0 GRAPC SCALE A 11 & PANEL #51003CO279D DATED FEBRUARY 4, 2005 & COUNTY GIS, RESPECTFULLY. ALSO NOTE THE r )4P 06�00 Do _j C'3 �7 DRIVEWAY A 7V 50 30 50 100 200 MARY M PARCEL IS OUTSIDE THE LIMITS OF THE FEDERAL & STATE DAM BREAK INUNDATION ZONES PER Ak= TRUST O� COUNTY GIS DATA. DB -4602 P 3. THERE ARE NO MANAGED OR PRESERVED SLOPES LOCATED ON THE PROPERTY. %A S/ _1jA'CRE IN FEET 1 inch = 50 ft. 0') "r- 707 rN_ CY) C6 0) C\j CL 1:11 C10 uj P-1 C\j C:) CF) C\j >_ C\j Lj _j _j > z C/) 0 w Lu 0 ce i Er 0. 0 < u z w x uj Lu D U) Cl) < mr w LLI CL Lu U) Lu w cr 0 LLJ (D C:) j C\1 C:) Lu co Lu -1 0 LLI ga- CAI JOB NO. 152121 SCALE 111=50' SHEET NO. 2 - -- ------ _ GL) �O \�L 127 L \ iS FLOT 128 _ ^"'_ —_._- — /''-,- _- -`.' \ \ ,-`' --.. _ \ • -.. _ / ''ice .-- ' — ••\` \ \ "' -.. _ / / C] /^� O - -__ - / r - \ \ \ \ _ \ \ ` _ / - - - - / / SCOTT R. COLLINS'Z \ \ - \ \ / O ,--, A / ' - _ r '' - \ \ \ - \ / / / ✓ - - \ \ \ \ \ / U Lic. No. 035791,h� ' r,.. .-..- __- -.-.-- .' / '-^. \ \ ." ` -. \ \ \ _.✓ , / -^-- -•. \ \ \ / -' �`� [;'Cid 00 - ✓ \ \ ° \ / / --- \ \ \ / SIO X13 r '_' - ••••. NAL Gil 90 PROJECT LIMITS`-• \ \ \ \ \ - - - - (,NPS„ � ° OPOS DF A M �-------- / -PROPOSED 8„ i - \ \ \ \ OA A S G P.) PROPOSED DRAINAGE DIVIDE FOR •- SANITARY QL ^Y _ \ \ \ \ APPROVED SWM FACILITY TREATING A j (NE,) `� PORTION OF THIS DEVELOPMENT. A - 496 P' \ \ \ \ PROJECT LIMITS - - - ` :- _ '\ - - / \ o - : ; (TYPE) I :\ : / - - a3SAC ERVED FOR \ ,� - APPROVED DRAINAGE DIVIDE FOR \ _ FU RE LOTS / �` < =� o ::: i r LO L{}fi4ozyy - r MAXIMUM BUILD OUT. APPROVED LOT 47 N TE: E '' / ( I / u m LOT -42- - - U LOT 6 - `_ - - _ DRAINAGE ANALYSIS ACCOUNTED FOR THE 4' ; _, I E / \ / PE w FULL BUILD OUT/FUTURE DEVELOPMENT - ' \ a : ,T�` RE x 1 / J PROPOSED 8” W/L I P SE II DEVELOPMENT. (/1.:: / / / / p Q -A / -' - - - EXPANSION 1 / / / / En PROPOSED 8„ W/ ✓ i� # -= / / / �■{� -..EXPANSION__ = \ ; `z `� / / � '�i'1 / \ _ ✓ _ r sLu : fy s I 1 1 f :Y / ..:..:.::::-:.... ... ` .. ... ... 4 - ZONING LIMITS,- 7 Lig � -- 1 � BE D,R ”. 3 L .� BOU VA w. r / w: — / J / / 8 -- i.. T' / / 1 1 :f 1 - PROPOS D 8, /L -- / r _: _ .: EXPANS QNI END�F PROPOSED J C F2E5 RVED FOR OLE -------------------- GL (G LE _ .._ 0'LE -' .G L.F` / / / ( / w - .r �` \ \ \ / j Ire i — / / / L - - - /� // I FUTURE LOTS' r W/L EX-NSIQN- / / -' 52 F' Ppb" }l A L `� ` \ 10T SryOff �Cl J ' I s a '1\ r- F- r- r- r r fV Crt P ClJO7 �l Cb w O -o 7> 3> A ?} D D D D cr to cr cn cr c/)c/)cr w cn v� m r -r -i m m m m m m m m r� / i 1 ' 0 �� �� ,�+. -.•.-''moi r , t1:5 ( / LOT 48 OT 9 x 5 / J ' \ \ \ \ % 4 /' NOTE SEE PRELIMINARY PLAN— I�IAXh`�V ( j / RASE IVA - FUTURE DEV TYPELOPMENTDE Si'A . \ \ \ \ r I I I I f \ i / REA IS NOT PART OF BELVEDERE- OS'ED\ ( I f\ \� \ / PHASE II DEV LOPMENT�AV TIE PR6 OSE D STO M `'$ �k / / INTO EXISTING STORM BOX PROVEb 7- L9 9 Ps4xL—LEy\ TI PROP SEDSTOR o /- /\ \\ _ \'_ \\V\ __ \\A /// /� r---- �- CY5 INTO EXISTING STORM' 3 \ ' \\ \ - / / / / 'Cn LU 1 I APPROVED 8" �ANITARI / -- _ 40X _ - 1 �. i - - / r - - _ / r SEWER / 1" '/ _ -_-� --�--- i = u5 D f�W/L(4YP.) - _� r '"r \\ - \\ / // /' ✓/- ------ / / I 2 _ / / y \ -_ _ .--- / j / / •'-ASSEMB`LY �.� / / / -0-r81 AC ER D FOR A\ - FUTURE -FUTURE LOTS - \\ \\ `f- p \Y\ r✓ �, / /% // /// -.-_- _ N I % \ / h -N TE: SEE IPRELIMINARY TURE DEVELOP EA6T-' ._.- \\-\ �\ ✓-\\ \ . s / / — — — -- r ; PH IVA FU �tl \\ / / / l / / / — — — _ — N ME �-- _ i I r o ✓ / / \ : � E III DEVELOPMENT.z LOT 2u6 { / / r' _ < 1p �p� / — / G�FFE ROV \ w �' — ,/ \ -- — , `\ �\ 1 -^I j / / / / o 0 i� J / 4 ! --\ : ` / e r / \ w '' 3 ` \ - / 1 \ i\ — / / `� / \ I(P BLIC R /�D - RO D X) — — — — / i r - / / .-- cn / w ' w w - - - v / - _ZQN�NG �tt�ITS h / — — �n / / / / r _ J I ,• (TYP.)� \ \ \ k\(�\ W LO 2 \--- C7APPROV D 8 S ITA Y \\ \ / t MCA / AN � 1\ \\ \ \ \ \ \ \ \ \ \ \ \� \ Cc LOT 203 EjVDbFfOSED\ \ \ \ \ \\ Q W/L EP NSION \ \ \ N _ \ APRg�� ,VED�L-- rj - - 1 / �.-. - ZI MP`W L TYP. / / / / �e / LOCATIOAPPROVED FM ti ��. ,'\ C \ ASSEMBLY CTYP.�LQIT 202 ✓ _ w' `Lu —` I\ w. w t :w / r' r 1 / - � M - M it M M L 419 PROP STOR � OS D S 0 1 - M - /NTO EXISTING STORM - - -_- .�:. �, \ \ \ W IPE`\* \ ! w -•--�=_•- _-' -� -. � M M�— M M ( \ � ..__.;... . P�OPO ED �tS�MB ( ICAD ROADD) 01 F M L� � ROADWAY ACI c/) t M r= ...•' _ - r)ROVEEvtYj CL./ WT 1 \\ :1 \ � ° \ :.. END OF PROPQSED W I ` M - `..` - f / r ' 52-..DIP--W/L (TYP.) // / - _ - - — - _ -- - // ^ / / (( / �, \ \ \ \ \ \ \ W/L XPANSIQN ` \ M � / ✓ \ / I / \ n ti f' i ' / V l / J 1 r� \ M l / / / _ ✓ 1 / \ \ I � 50 ffi;�3 ��'qA ■Ili ■■ -riv I= i=�' y�Yrl ��� � I / y / .. a�,u t:� ■m �i■>• /rye /� ,� �Z� �� lin l � • ;, -- `as��� ' i,. "� � � I ./ ` j ""-,-- E Fliv`� Al lil ill �� :y,.- C� �;. 1 %% � ....�....�•^'-"" 111 Illi �+' - gi.�y Kim ,714i�'��_ _�� EiRn .. � ..z _�•� - J�1��'iI. = Wil■ a -� � "' rte! �►.��7�wJ��+ • ,. -.,,..•.•..: :: .; � -.,. .: •-----... __ _..-_ _... _. ate' �-'� .:.���i�-�..�N��Ni ^. � �r i" r<st•�tl�Wt� Y. :x.: : �,�'+ '/� �� C � � � �� ���1—rim-"+.�r.+r-�, ��n■��- " .,.��,� �=a�r��iriai�� _�'... �AV, �./ � �■u�>_� .^ :-_.rte . ► m■��i�mm■u s--= /� /� /� /fir � ' .. r�t����tl�L�i.''1i�c. _'.. • ��1.," � t<•�!!..'� • _-- /�/// �" Vii•►;rn- �..►r--�. • ��•*- sur--' � .� � / '� �� �►�►�' �`lq►'r►«1Qr►'ts�r►- �' �'.!���r1I�%• X,'�►'t►.�fl' � / � /�!r�- , _ ..- / Y.�T.ry � t►�► ����ia� ►►�1►Ul �f1 �Y► tri►�t�yi�► �� � •+i.%//�►11�►t'1► fA�1► �►f► f�yt► �l►'f► f1♦ 't Y1�;� �,.. �. � � ��-����� �1►'f►11�j�1��►I►�►��Cl►��f�,'�>'1►'� �N►1►'r,►r���11�11�►1�1-�� ft.••�►.ai!��:►�s �p�ii�i►��'��a�i�i�����►��tli �i�:�i / z W z rn 0 a uu ,` l'� 7 a U ^ T Li c p I..� `o }- z Lu � 3 Q w z Q9 �z Q o� F-1 z �W Q z �C5 =z zpw J pZ C- J W C J W !c -f 0- 0 (� \ 0 o� L C 0 U O p 0 W � O 3 ,^ a cid x �---� a +� a, ft� 0 0 �s 0 Eo J L 3 0 p �0w o � Z � W z z •° w .+ U V LSC � Z J O J C ui w o (D T � ui i p a- 0 a L C •- cn _ J _c: W UO O U r-: C Lu o U m 0 c -p wE r -f to E = U E O JOB NO. ami 152121 0 N j SCALE p D 111 c p c C N p SHEET NO. 0- o 3 O L F 3 ALBEMARLE COUNT' PA VEMENT FINAL PLAN GENERAL NOTES 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. �` \ - • \� 1�� GENERAL CONSTRUCTION NOTES IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE _ _ - - _ _- - :. _ °] -- _ J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIA _ 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING METHOD OF CORRECTION. L MEETS REQUIRED GRADATION FOR TYPE l 11 I I r - ----�` CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA l j• • • ' ' ' 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. L WA7ERC URSE. ,z. J. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END 7REATMENTS 9. ALL COMMERiCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7ER ,e WDLL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICAT70NS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. �, ^ LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRI VA 7F ROADS), OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND TOP TOP B VEDERg"PI HAS ROADWAY SHOULDER MD774S SHALL BE INCREASED TO SEVEN (7) FEET. OF 4" OF ¢ f 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM CURB � R-_ 2» CURB 2" R TO VDOT CG -9(A, B OR C). - 5. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL N07ES PAGE 2 OF 4 CONCRETEa = 6" 6 6. COMPLIANCE 14177I THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON TO BE A3 THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. IF CAST IN>X, 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FiNAL SUBDIVISION PLAT VALIDATION. SHOULD THE PLACE, 18'�� - �: 13" p. < .a <d .4. 774 ,�} ` NA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY cn OR 111 PRIOR TO PLACING AGGREGATE BASE. Public or Design Speed Traffic Flow ; a Wr,x On -Street REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE NLL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT I RO';W Width Exhibit 11 Goss Street T Type Wr73 Design Speed REQUIREMENTS OF THE PERMIT SHALL GOVERN. Travel Lanes THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN 774E EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO On -Street Median Paved Width, i � Min 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. I {MEI-� ( I 1°i" Parking AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 5. THE USE OF AN A GGREGA TE SPREADER /S REQUIRED WHEN PLACING AGGREGATE BASE. I I - - Section ;° I `°i 75 I j J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLA IF, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. Parking FSE PHASE Strip Sidewalk Width (3) APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL./SQ. YD.).I I EL�/E 2 way 2 N Y GRADING OR OTHER CONSTRUCTION. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS I - - Exhibit 11 (4) Street `°"' 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 9. ENCROACHMENTPOSTS, WALLS, SIGNS, OR SiMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR Y N 32' LM" 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1VERTICAL . HORIZONTAL: WHERE REASONABLY=��� ( � Exhibit 11 (5) TRAFFIC SAFETY, SHALL NOT BE PERMITTED W177-IIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY�- PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA710N MAY BE LOCATED Wl774JN THE STREETS RIGHT OF WAY. Street Public 20 2 way OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. N Y N 28' s s 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION Exhibit 11 (4) Street Public 25 9 2 OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A GENERAL WATER & SEWER CONDITIONS N 32' 6 5' DRAINAGE CHANNEL. Exhibit 11 (5) H (Barnett St) Street Public 20 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE N - ----- - -= - S' TRAFFIC CONTROL DEVICES Exhibit 11 (4) RESPONSIBLE FOR N077FWNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. Public - 2 way 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF 774E PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE 32' ----- _ 5' _ Exhibit 11 (5) III Street PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INIT7A77VE LOCATE ALL 20 2 way 2 N 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS 28' UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 5' 52' Exhibit 11 (4) Street Public 25 FOR THE CONSTRUCTION INDUSTRY( 29 CFR PART 1926. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL WATER AND SEWER Y N 32' o 5' 5T Exhibit 11 (5) 1(Shelton CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.ir 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODE77C SURVEY. GENERAL CONSTRUCTION NOTES FOR STREETS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF J FEET OF COVER MEASURED FROM 774E TOP OF PIPE, OVER 7HE St) Street Public 20 2 way AND SPECIFICATIONS. N CENTERLINE OF PIPE. 7741S INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. N 28' 6' 5' 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 774E PUBLIC RIGHT-OF-WAY OR Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 25 2 way 2 W1774/N EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAiNT FOR THE VALVE DURING A FUTURE EXTENSION 32' 6 5' A BOUNDARY LINE OR A NATURA 0 Exhibit 11 (5) OF THE LINE L WA7ERC URSE. ,z. J. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END 7REATMENTS 9. ALL COMMERiCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7ER ,e WDLL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICAT70NS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. �, ^ LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRI VA 7F ROADS), OR DESIGNEE, lT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND TOP TOP B VEDERg"PI HAS ROADWAY SHOULDER MD774S SHALL BE INCREASED TO SEVEN (7) FEET. OF 4" OF ¢ f 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM CURB � R-_ 2» CURB 2" R TO VDOT CG -9(A, B OR C). - 5. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL N07ES PAGE 2 OF 4 CONCRETEa = 6" 6 6. COMPLIANCE 14177I THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON TO BE A3 THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. IF CAST IN>X, 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FiNAL SUBDIVISION PLAT VALIDATION. SHOULD THE PLACE, 18'�� - �: 13" p. < .a <d .4. 774 ,�} ` NA ■, i- .� Cly, WE I I I I I I 6 AbT Y tqi", L6!=,e �i�s tOf=90 �Di,m I I I t I I 1 t GRiFFEN GROVE • 0 � 22 Y�<1 N TH 0 UHUP O O SCOTT R. COLLINSZ U Lic. No. 035791,E ONAL E��1 Fl L PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA lTON, THEN APPROVAL OF THESE 4,000 PSI d PLANS SHALL BE NULL AND VOID. IF / ' • BASE �e - - < e o . da \ 5� AQ..�'" I� II t �, 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM PRECA TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING » ,m=¢ t _ of ¢ ai o t 1 I ORDINANCE AND MANUAL. / = _ / 5 ,� I �� I i ° %~ r 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER °° 00 0° °on n0 So MJN /�✓ j a.v I I i t -� `- - 00 WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER 4" Min °ao00oo0 00 1 e °i - �o TO PROVIDE SAFE AND CONVENIENT ACCESS. ° 4 0,6 VDOT #57, l'--6"-- 2' ,Di la I uff., i . t `O k `-L---1 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E DESIGN SPEED, OR AS STONE68 STANDARD CG -6 DOT #57,#68, OR #78 1 t D LORA FARM FUTURE o DETERMINED BY VDOT FOR PUBLIC ROADS. STONE BASE UNDER CURB ��° 11. VDOT STANDARD CO -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT 1 6" UNDER CURB. CURB OG GUTTER & CHECKED BY VDOT -I- �- - DU LORA B V SI - D VE-LOPMENT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES PRIOR TO PAVING AND,/OR 87 SINGLE FAMILY 12. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED STANDARD CG -2 NO SCALE BACKFILLING. 2'b j /DETACHED DWELLING UNITS ,rn z, sn INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN NO SCALE ° �' ASSUMED ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ROAD NOTES TRIP GENERATION FIGURES BASED ON ITE TRIP GENERATION MANUAL, 7TH EDITION RNv c/L R� "T 111 P GENERATION- , 30 SIADTE FAMILY D2 7C �D (7443.5 ENTER/14.5 S X/� DE 210 GRADING SCALE 1 - 150 1. INE LATEST EDITION OF THE ROAD &BRIDGE SPECIFlCAT10NS, THE ROAD &BRIDGE STANDARDS OF THE _ � _ FrN�s�l�d�,�ADE � � � � � • VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICA77ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 77 -IIS PROJECT. J - 3 SURFACECOURSE g;1 - -\ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 774E EN77RE / 1/4"=' 214'=' EXIST. GROUND -� ROAD RIGHT OF WAY W1D7H AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 174E SA77SFACIION EXIST. GROUND 3:1 3y OF 774E ENGINEER. &9-%OCB roo oq, J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENTOTHER ° TREES AND VEGETA TION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. EXIST. GROUND BASE EXIST. GROUND 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRiOR TO THE a' 7'7' •-1 3 CONSTRUC77ON OF THE SUBGRADE. 20' DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER PRIVATE ALLEY SECTION OF ONE (1) FOOT. Cournelius Alley (alley g), 2. STANDARD UNDERDRA/NS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR PYazllipls Alley (alley rip), & A'inn Alley WHERE FIELD CONDi77ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM (20' PRIVATE ACCESS ESJ7:) DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAI0N SPECIFICA77ONS UNLESS 0774ERMSE N07ED ON PLANS NOT TO SCALE EXIS . GROUND 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EXIST. GRO �A _ EXiST. GROUND EXIST. GRC TYPICAL STRU'U'T SU'CTIOAr BELVEDERE BLVD. - PUBLIC ROAD NOTE,- DESIGN SPEED Lldi(IT 30rnph NO ON -STREET PARKING (MSTM SP1rZD LIJfIT 85mjM) NOT TO SCALE _�k- EXIST. GROUND 'T. GROUND TABLE 8 ROAD STANDARDS - APPROVED WITH REZONING PROPOSED WITH PHASE II PRELIMINARY PLAT cn Street Type Public or Design Speed Traffic Flow Travel Lanes Bike Lanes On -Street Median Paved Width, Min Planting Nin Sidewalk RO';W Width Exhibit 11 Goss Street T Type -D-I Z Design Speed Traffic Flow Travel Lanes Bike Lanes On -Street Median Paved Width, Min Min ROW Width Edhibitl l Cross �--_ GLE --_---_GLE - GLE --- GLE_" {MEI-� {Tot. #) I I Parking k • ■, i- .� Cly, WE I I I I I I 6 AbT Y tqi", L6!=,e �i�s tOf=90 �Di,m I I I t I I 1 t GRiFFEN GROVE • 0 � 22 Y�<1 N TH 0 UHUP O O SCOTT R. COLLINSZ U Lic. No. 035791,E ONAL E��1 Fl L PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA lTON, THEN APPROVAL OF THESE 4,000 PSI d PLANS SHALL BE NULL AND VOID. IF / ' • BASE �e - - < e o . da \ 5� AQ..�'" I� II t �, 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM PRECA TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING » ,m=¢ t _ of ¢ ai o t 1 I ORDINANCE AND MANUAL. / = _ / 5 ,� I �� I i ° %~ r 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER °° 00 0° °on n0 So MJN /�✓ j a.v I I i t -� `- - 00 WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER 4" Min °ao00oo0 00 1 e °i - �o TO PROVIDE SAFE AND CONVENIENT ACCESS. ° 4 0,6 VDOT #57, l'--6"-- 2' ,Di la I uff., i . t `O k `-L---1 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E DESIGN SPEED, OR AS STONE68 STANDARD CG -6 DOT #57,#68, OR #78 1 t D LORA FARM FUTURE o DETERMINED BY VDOT FOR PUBLIC ROADS. STONE BASE UNDER CURB ��° 11. VDOT STANDARD CO -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT 1 6" UNDER CURB. CURB OG GUTTER & CHECKED BY VDOT -I- �- - DU LORA B V SI - D VE-LOPMENT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES PRIOR TO PAVING AND,/OR 87 SINGLE FAMILY 12. A VIDEO CAMERA INSPECT70N IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED STANDARD CG -2 NO SCALE BACKFILLING. 2'b j /DETACHED DWELLING UNITS ,rn z, sn INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN NO SCALE ° �' ASSUMED ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. ROAD NOTES TRIP GENERATION FIGURES BASED ON ITE TRIP GENERATION MANUAL, 7TH EDITION RNv c/L R� "T 111 P GENERATION- , 30 SIADTE FAMILY D2 7C �D (7443.5 ENTER/14.5 S X/� DE 210 GRADING SCALE 1 - 150 1. INE LATEST EDITION OF THE ROAD &BRIDGE SPECIFlCAT10NS, THE ROAD &BRIDGE STANDARDS OF THE _ � _ FrN�s�l�d�,�ADE � � � � � • VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICA77ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 77 -IIS PROJECT. J - 3 SURFACECOURSE g;1 - -\ 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 774E EN77RE / 1/4"=' 214'=' EXIST. GROUND -� ROAD RIGHT OF WAY W1D7H AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 174E SA77SFACIION EXIST. GROUND 3:1 3y OF 774E ENGINEER. &9-%OCB roo oq, J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENTOTHER ° TREES AND VEGETA TION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. EXIST. GROUND BASE EXIST. GROUND 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRiOR TO THE a' 7'7' •-1 3 CONSTRUC77ON OF THE SUBGRADE. 20' DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER PRIVATE ALLEY SECTION OF ONE (1) FOOT. Cournelius Alley (alley g), 2. STANDARD UNDERDRA/NS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR PYazllipls Alley (alley rip), & A'inn Alley WHERE FIELD CONDi77ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM (20' PRIVATE ACCESS ESJ7:) DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAI0N SPECIFICA77ONS UNLESS 0774ERMSE N07ED ON PLANS NOT TO SCALE EXIS . GROUND 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. EXIST. GRO �A _ EXiST. GROUND EXIST. GRC TYPICAL STRU'U'T SU'CTIOAr BELVEDERE BLVD. - PUBLIC ROAD NOTE,- DESIGN SPEED Lldi(IT 30rnph NO ON -STREET PARKING (MSTM SP1rZD LIJfIT 85mjM) NOT TO SCALE _�k- EXIST. GROUND 'T. GROUND TABLE 8 ROAD STANDARDS - APPROVED WITH REZONING PROPOSED WITH PHASE II PRELIMINARY PLAT Street Name Street Type Public or Design Speed Traffic Flow Travel Lanes Bike Lanes On -Street Median Paved Width, Min Planting Nin Sidewalk RO';W Width Exhibit 11 Goss Street T Type Public or Design Speed Traffic Flow Travel Lanes Bike Lanes On -Street Median Paved Width, Min Min ROW Width Edhibitl l Cross Private {MEI-� {Tot. #) Parking Min Fc -FC Strip Width (3) Section Private (MPH) (Tot. #) Parking Nin Fc -FC Strip Sidewalk Width (3) Section Dukes Lane Street Public 20 2 way 2 N Y N 28' 6 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 5T Exhibit 11 (5) Fowler Street Street Public 20 2 way 2 N Y N 28' 6 6 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 5T Exhibit 11 (5) H (Barnett St) Street Public 20 2 way 2 N Y N 28' 6 S' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 5T Exhibit 11 (5) Isetta Lane Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 5T Exhibit 11 (5) 1(Shelton St) Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 5T Exhibit 11 (5) Y D (Farrow (Outbound Dr) Street Public 30 2 way 2 N only N 32' 6' 5' 56' Exhibft 11 (6) Street Public 30 2 way 2 N Y N 34' 6 5' 59 Exhibit 11 (6) w/burrpout S) (Cournelius Aiey Alley Alley) (Residential) Private WA 2 way 2 N N NIA 14' NIA NIA 20' Exhibit 11 (8} Private NIA 2 way 2 N N N/A 14' N/A WA 217 Exhibit 11 (8) (Residential) (Winn Alley) Alley {Residential) Private WA 2 way 2 N N NIA 14' NIA WA 20' Exhibit 11 (8) Alley Private WA 2 way 2 N N N/A 14' WA WA 20' Exhibit 11 (8) (Residential) (Fhillips Alley) Alley {ResidentiaD Private N/A 2 way 2 N N WA 14' NIA WA 20 ' Exhbit 11 (8) Alley Private WA 2 way 2 N N N/A 14' WA WA 20' Exhibit 11 8 ( ) (ResidentiaQ * Roads R & X were not included in Table 8 Road Standards from original Code of Development -A _ EXIST. GROUND EXIST. GRC NOTE: TRAVEL LANES #rITH INFORMAL PARKING ON ONE SIDE ONLY. TYPICAL STRU'U'T S'U'CTION Barnett Street d' Isetta Lane (Road H�, Dues Lane & Shelton Street (Road IJ, & Fouder Street DESIGN SPEED 25 mp>& NOT TO SCALE NOTE: PARKING ON BOTH SIDES 07TH BUMP- OUTS 2" SM -9.5A SURFACE COURSE B"ASEOCOURSE, VDjp OT 1AE COMPACTED ' SUBGRADE PARKING LOT PAVING NO SCALE OW EXIST. GR ND T. GROUND 8.5' VDOT VDOT CLEAR ZONE CG -2 POINT OF FINISHED GRADE CURB do GUTTER CONCRETE SIDEWALK R �1V� - g; t EXIST. GROUND &O °'Opp n�f PLANTING - I I STTBP EXIST. GROUND 10' 4' BIKE _6. -8' ONSMEET TRAVEL LANE LAN PARKING 44' FIC -FIC 6i9' R/W TYPICAL STR.EU'T S'U'CTION IV BELVEDE' BLPJ>. - P!'lBLIC ROAD DESIGN :SPEED LIJlIT 30rrtph (MSTL'Dt SPL'BD LIMIT "Mph) NPT TO SCALE 2" SM -9.5A SURFACE COURSE 4" BM -25 INTERMEDIATE COURSE BASE000 3r-, VDOT #211 A COMPACTED ' SUBGRADE ASPHALT PAVING - ROADS NO SCALE 5 z O.j E Q D U) ® Z Z J O to LU LU 19 Ui �D o (VARIABLEilm- WIDTH) �''�''"--7 n E Orr _ 0 E 4" CONC. - o .. :. JOB NO. Q c I I • : a`�152121 0 \� F\,,717'7 U) j SCALE 6 4" 21-A STONE BASE = 6 CONCRETE SIDEWALK AS NOTED �_ Mr - 2 NO SCALE S SHEET NO. o. o 4 LS 11-- 3 Origiral Proffer: 10112/2005 Amended Troffer: (Amendment #�� PROFFER FORM Date of Proffer Signature 10/10/2005 ZMA # 2004-00007 Tax Map 61, Parcels 154,157,155,160,161 Tax Map 62, Parcels 2A,2B,2C,3,5, 6A Tax Map 62A3, Parcel I 206.682 Acres to be rezoned from RR4 to Neighborhood Model District (NMT? With respect to the property described in rezoning application #ZMA-2004-00007 (the "ZMA"), Belvedere Station Land Trust is the fee simple owner of the following parcels: . TMP 61-00-00-1.54 TMP 61-00-00-158 e TIVIP 61-00-00-160 TIMP 61-00-00-161 TMP 62-00-00-5 TMP 62-00-00-2C TMP 62-00-00-6A TMP 62A3-00-00-1 Belvedere Station Land Trust is the fee simple owner of a 1/2 interest, along with Charlotte G. and Jacob C. Levenson in a 5.40 acre Belvedere Road ROW associated with TMP 62-00- 00-2 A, which is wholly owned in fee simple by Charlotte G. and Jacob C. Levenson Dunlora LLC is the fee simple owner of the following parcel: TMP 61-00-00-157 Robert Hauser Homes Inc. is the fee simple owner of the following parcel: + TMP 62-00-00-213 StoneHaus Inc. and Henry Nelson Sprouse are the fee simple owners of the following parcel TMP 62-00-00-3 The foregoing parties are collectively referred to herein as the "Owner," which term shall include any successors in interest. All of the parcels listed above are referred to collectively as the "Property. " Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance (the "Ordinance"), Owner hereby voluntary proffers the conditions listed in this Proffer Statement, which shall features to be considered in the development of the proposed subdivision. The plan shall be approved by the County Engineer prior to final approval of the subdivision plat, The Property within the subdivision shall be graded as shown on the approved plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot grading is not consistent with the approved grading plan. The plan shall satisfy the following: (a) The plan shall ' show all proposed streets, building sites, setbacks, surface drainage, driveways, trails, and other features the County Engineer determines are needed to verify that the plan satisfies the requirements of this Proffer. (b) The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) feet. (c) All proposed grading shall be shown with contour intervals not greater than two (2) feet. All concentrated surface drainage over lots shall be clearly shown with the proposed grading. All proposed grading shall be designed to assure that surface drainage can provide adequate relief from the flooding of dwellings in the event a storm sewer fails. (d) Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall (3:1). Steeper slopes shall be vegetated with low maintenance vegetation as determined to be appropriate by the County's program authority in its approval of an erosion and sediment control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall (2:1), unless the County Engineer finds that the grading recommendations for steeper slopes have adequately addressed the impacts. (e) Surface drainage may flow across up to three (3) lots before being collected in a storm sewer or directed to a drainage way outside of the lots. (f) No surface drainage across a residential lot shall have more than one- half (112) acre of land draining to it. (g) All drainage from streets shall be carried across lots in a storm sewer to a point beyond the rear of the building site, 6. Preservation of Historic Structures, Sites and Archaeological Sites. 6.1 Archaeological Survey. A Phase I Archaeological Study for the Property shall be submitted by the Owner to the Director of Planning for his review and approval prior to issuance of a grading permit. An archaeological resource treatment plan shall be submitted by the Owner to, and approved by, the Director of Planning for all sites in the Phase I study that are recommended for Phase II evaluation, and/or identified as being eligible for inclusion on the National Register of Historic Places. If a Phase lI study is undertaken, such a study shall be approved by the Director of Planning and a treatment plan for said sites shall be submitted to, and approved by, the Director of Planning for sites that are determined to be eligible for inclusion the National Register of Historic Places and/or those sites that require a Phase III study. If, in a Phase Il study, a site is determined to be eligible for nomination to the National Register of Historic Places and said site is to be preserved in place, the treatment plan shall include nomination of the site to the National Register of Historic Places. If a Phase III study is undertaken for said sites, such studies shall be approved by the Director of be applied to the Property if the ZMA is approved by Albemarle County. These conditions are proffered as part of the ZMA and: it is agreed that: (1) the ZMA itself gives rise to the need for the conditions, and (2) such conditions have a reasonable relation to the rezoning requested. I. Plan Exhibits. I,1 Exhibits not in the Code of Development. The following exhibits which are not part of the General Development Plans or the Code of Development are proffered as a part of this rezoning: Exhibit 14 Archaeological Survey Summary * Exhibit 15 Architectural Reconnaissance Survey 2. Affordable Housing. 2,1 Cash Contribution. Owner shall contribute to Albemarle County a minimum of one thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty dollars (5750) per single family attached or townhouse unit, and five hundred dollars ($500) per multi -family condominium unit. The cash contribution shall be due and payable with each application for a building pen -nit. This cash proffer shall not apply to Carriage House units or multi -family rental housing. This cash contribution shall be used for the purpose of funding affordable housing programs including those provided by nonprofit housing agencies within Albemarle County. If this cash contribution has not been exhausted by the County for the stated purpose within ten (10) years from the date of the last payment of the contribution, all the unexpended funds shall be refunded to the Owner, 2.2 Carriage House Units. Owner proffers to require through the lot sale contracts on the Property the construction of a minimum of 103 Carriage House Units on the Property that meet the requirements for a single family dwelling as defined in the Virginia Uniform Statewide Building Code, Each Carriage House Unit shall conform to the Code of Development, Appendix A, Carriage House Units, General Standards, Each Carriage House Unit shall be on the same parcel as the primary dwelling unit to which it is accessory. Carriage House Units may not be subdivided from the primary residence. The subdivision restriction shall be described on the plat creating such parcels and be incorporated into each deed conveying title to such parcels. 3. Open Space and Greenway. 3.1 Open Space The Owner shall restrict from development all open space areas which are areas not shown as development parcels on the General Development Plan. In no event shall the total area of open space areas, which include the preservation areas, conservation areas, greenway (defined in 3.2 below), buffer and park areas shown on Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent (25%) of the total land within the Property. These areas shall be for the use and enjoyment of the residents of the Property, subject to the restrictions that may be imposed by any declaration recorded as part of a conveyance of these�areas to a homeowner's association. Planning prior to land disturbarce within the study area. All Phase 1, Phase 11, and Phase III studies shall meet the Virginia Department of Historic Resources' Guidelines for Preparing Archaeological Resource Management Reports and the Secretary of the Interior's Standard and Guidelines for Archaeological Documentation, as applicable, and shall be conducted under the supervision of a qualified archaeologist who meets the qualifications set forth in the Secretary of the Interior's Professional Qualification Standards. All approved treatment plans shall be incorporated into the plan of development for the site and shall be adhered to during the clearing, grading, and construction activities thereon, 6.2 Potential Artifacts. Should Phases I or Il or III studies yield objects or artifacts of archaeological significance, these objects shall be conveyed to the Virginia Department of Historic Resources (VDHR) for long term preservation. Should Phase III fieldwork yield subsurface architectural features and artifacts related to 18a'' or early 19th -century domestic occupations at Free State, and should these sites be dee„ rcd archaeologically significant by archaeologists with the Digital Archaeological Archive of Comparative Slavery (DAACS) based at the Thomas Jefferson Foundation, these artifacts will be submitted to the archaeologists at the Thomas. Jefferson Foundation for analysis and entry into DAACS prior to being conveyed to the VDHR. The Owner will be solely responsible for conveying all artifacts analyzed by DAACS to the VDHR within thirty (30) days of receipt of such artifacts. 6.3 Roadside Markers. Upon request by the County, the Owner shall contribute up to five thousand dollars ($5,000) cash to fund the cost of creating and installing two roadside historical markers as described in section 5 of the Code of Development. If the request is not man within one (1) year from the date of approval of the first final site plan for Phase 1, this proffer shall become null and void. If such cash contribution is not expended for the stated purpose within two (2) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. 7. Phasing and Mitigation of Impact. 7.1 Phasing. Phases of Belvedere infrastructure will be constructed sequentially beginning with Phase 1, then 2, etc. This proffer shall not restrict the Owner's ability to develop multiple phases concurrently nor shall it require the completion of all buildings and other improvements in one phase before beginning construction on the next, 7.2 Mitigation of Construction Traffic Impact The Owner shall neither establish, nor allow to be established, ingress or egress for any vehicle, heavy equipment, or farm machinery or farm equipment to and from the Property except at the intersection of the alignment of Belvedere Boulevard and East Rio'Road, as shown on Exhibit 2B, and from the northern segment of Free State Road that crosses Free State Bridge, as shown on Exhibit 1, of the General Development Plan, or on any public street shown on a final subdivision plat that has been constructed and accepted by VDOT or bonded for acceptance by VDOT. For purposes of this proffer, the term "vehicle" means every device on or by which any person or property is or may be transported or drawn on a highway, except devices moved by human power or used exclusively on stationary rails or tracks, that are used in the construction on or below the Property, including all improvements placed on the property by the Owner, its contractors, subcontractors or agents. The term "heavy equipment" means self-propelled, self -powered or pull -type equipment and machinery, including "engines, weighing five TH SCOTT R. R. COLLINS� - U Lic. No. 035791,E 3.2 Greenway The Owner shall dedicate and convey to Albemarle County, upon Rivanna River. The Owner shall dedicate right -of --way within six (6) months following o demand by the County, a strip of land no less than one hundred (100) feet in width and •�' adequate in width to accommodate the construction, maintenance and use of a ten (10) foot written notice of demand by the County. Such reservation shall remain in place through �SSIOXAL wide pedestrian trail along the Rivanna River from the Property's boundary with Dunlora December 31, 2025. The County must accept the dedication within twelve (12) months Farm (Tax Map 62 Parcel 16-A) to the Property's boundary with the Southern Railwa ri t- following its demand for dedication. Should this road be removed from the Albemarle Y County Comprehensive Plan, said reservation shall become null and void, and the Owner or of -way (as it exists on November 19, 2004) (the "Greenwa "'), The precise location of the greenway shall be mutually agreed upon by the Owner and the County, and such agreement Successors shall retain fee simple ownership of the parcel. shall not be unreasonably withheld. The Greenway will be conveyed in the form of a general 4.2.1 North Free State Connector Extension Road Design The Owner shall warranty deed and the Owner shall bear the cost of a survey and preparing the deed. Upon request by the County, the Owner shall also contribute ten thousand dollars (510,000) cash demonstrate to the satisfaction of the County Engineer and VDOT that the North Free State for application toward the cost of constnrctin Connector Extension Road can be accommodated by the Block 2 Development Plan. g the Greenwa y according to the County's Approval by VDOT and the County Engineer must be secured prior to final platting and road current standards for a class B trail. Such contribution shall be made by Owner within 30 days of receipt of a written request by the County. If the request is not made within seven (7) plan approval in Block 2. years from the date of submission of the first final site plan for Phase I, this cashroffhaft p -er' s•�•- 4.3 Free State Road Right-of-way. The Owner shall dedicate, upon demand by the become null and void. if such cash contribution is not fully expended for the stated purpose County, a fifty (50) foot wide right-of-way slang portions of the existing Free State Road that within two (2) years from the date the funds are contributed to the County, all unexpended funds shall be refunded to the Owner. If the greenway is not used for the purpose for which itare on the Owner's Property from its proposed intersection with Belvedere Blvd between o � Road C and Road K to its intersection with Caring Run Road. Where the road is only Ar 101k -is dedicated wit}zzn ten (10) years from the date of dedication, the County shall transfer the land back to and far the use afthe Owner to be used as aper space. The Owner will oxide partially on the Property, the Owner shall dedicate sufficient right-of-way width to ensure a a pedestrian connection to the Greenway through the Belvedere Commune 's ' � total right-of-way of not less than fifty (SQ) feet inclusive of the existing proscriptive right Ln co - ty tntemal trail of --way. The right-of-way shall be conveyed within six (6) months following receipt of o v' system, as illustrated in Exhibit 5A, 5B, and SC. 'written notice by the County, in the form of a general warranty deed and the Owner shall 0 o 3.3 Green__ way bn'd fie: Within thirty (30) days following request by the County, bear the cost of a survey and preparation of the deed. If the dedicated land is not used for the M U h`= purpose for which it was dedicated within two (2) years from the date of dedication, the Owner shall contribute ten thousand dollars ($10,000) cash for application toward the cost of constructing a pedestrian bridge linking the Rivanna River Greenway in Dunlora (Tax Map County shall transfer the land back to, and for the use of, the Owner. �..� Parcel 62F -A3) to RiverRun (Tax Map Parcel 62 -Dl -IA), thereby allowingneighborhood > � 4.4 Connection to Dunlora Farm, The Owner shall dedicate upon demand by the residents access to facilities in Pen Park and other portions of the Greenway system. If the County, a fifty (50) foot wide right-of-way extending from Road D to the property line at the request is not made within seven (7) years from the date of submission of the first final site eastern terminus of Road J, as shown on Exhibit 2C of the General Development Plan. The plan for Phase I, this proffer shall become null and void. If such cash contribution is not • right-of-way shall be conveyed within six (6) months following receipt of written notice by expended for the stated purpose within two (2) years from the date the funds were the County, fee simple, in the form of a general warranty deed and Owner shall bear the cost contributed to the County, all unexpended funds shall be refunded to the Owner, of a survey and preparation of the deed. The County must accept the dedication within twelve 4. Road Construction and reservation of Ri ht-of--wa (12) months following its demand for dedication. If the dedicated land is not used for the purpose for which it was dedicated within ten (10) years from the date of dedication, the 4.1 North Free State Connector Road. The Owners shall dedicate upon demand by County shall transfer the land back to, and.for the use of, the Owner. the County a one hundred (100) foot wide right-of-way to public use as shown on Exhibit 2B 4.5 Fairview Access. The Owner agrees to provide to Fairview Swim Club,-Qw4wF-of of the General Development Plan and labeled "Reserved Road AOW". Where less than one a fifty (50) foot wide access easement from Belvedere Drive to the edge of the Fairview LUi° hundred (100) feet of right -Of -way is available on the Owner's Property (Approximately the Swim Club Property, (Tax Map Parcel 61-160B and 61-160C) to facilitate vehicular access o first 800 feet from Rio Road the Owner shall dedicate the available right-of-way. Fee �o to the existing Fairview entrance or in ether such location that is mutually agreeable to the Simple interest shall be dedicated by the Owner within six (6) months following receipt by parties and in conformance with applicable County and VDOT regulations. The Owner shall the Owner of written notice of demand by the County. The Owner shall pay for the costs of grant easement within sixty (60) days following approval of final road plan for Belvedere surveying and preparing deeds necessary to complete such dedication. The County must Boulevard in Phase 1. accept the dedication within twelve (12) months following its demand for dedication. 4.2 Future North Free State Connector Extension Road. The Owner shall dedicate a S. Overlot Gradiou Plan one hundred (100) foot strip of land along the Property boundary with the Norfolk Southern 5.1: Subdivision Plans. The Owner shall submit an overlot grading plan meeting the Railroad as shown on Exhibit 2C of the General Development Plan and labeled 11100' requirement of this section (hereinafter, the "plan') with the application for each subdivision 0') Reserved Road ROW" for dedication upon demand by the County for the purpose of of Property into single familyg detached lots and single familyattached dwellingunits shown L9 �-- constructing a road that extends the North Free State Connector Roadorthward across the on the General Development an. The plan shall show existing and proposed topographic Cl? M J N CL coBloom W et '• ' thousand5 000 pounds or more (, ) p ,primarily employed for construction„ industrial, maritime, mining and forestry uses. CN T � o 8 Code Enforcement CN �. CNCn �/ 8.1 Architectural Standards - The Owner shall prepare and record a declaration of LL covenants, conditions and restrictions that, among other things, establishes architectural standards equal to or more stringent than the architectural standards in the Code of C z -� Development, and establishes an Architectural Standards Committee ("ASC"). The W declaration shall include among the powers and duties of the ASC the authority and -J z responsibility to determine that each structure within the Property complies with Z C z > 0W all applicable architectural standards before submitting the proposal to the County to conduct its review for compliance with the architectural standards established in the Code EMM=W 0 J of Development. Wo -0— O wa) 0 L9 [� Signatures of AllTners: Printed Names of All Owners: Date: J o � L CL 3� c c U Aelvec ere S . tiari land Tru t; Trustee � ' Dunlora LLC by W 0 - Robert Obert Hauser 1 o es Inc. Manager by: e-MmN . llamr W Ile�� a� Q X `,- W C of rt au r domes ne, by CEO D IcO vt_ StoneHaus, Inc. by CEi z c j_w�-w 1/�W_Zaw rv4y X� Henry son Sprouse z � z W w U J a C. Levenson L..L� 7 LJW rn s t rY, l� ra r 1 v 3-�t (_� U rise W «/� 0 T Charlotte G. Levenson o ttt� W 0 o� CL Signature of Attorney -in -Feet Printed Name of Attorney -in -Fact 0 � m O �C: O W U O X y... 04 LU 0 0 `0 ��° U _a O LU w EE 0- 0 JOB NO. 152121 0 U �> SCALE D � U C U ' C N O SHEET NO. a aa) a� 0 7 N D L -C F- 3