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SUB201800172 Plat Preliminary Plat 2018-11-16
GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S BENNINGTON ROAD CHAROTTESIIILLE, VA 22901 RING HILL VILLA E DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SU17E03 B D I V I I N PLATCHARLOTTESVILLE, I/A 2291PRELIMINARY U & INITIAL ITE PLAN ENGINEER: COLLINS ENGINEERING RECREAT701V AREA: EXISTING VEGETATION: PARTIALLY WOODED WITH 1 RESIDENCE ON THE PROPERTY A 1S77N () AND EX G 200 GARRETT ST, SUi T E K EXISTING CONDITIONS GRAVEL DRIVEWAYS. SITE PLAN CHARLOTTESWLLE, VA NO STREET LIGHTING IS PROPOSED WITH THE DEVELOP MENT. 5 �:a, 01`� i KING REQUIRED. 2 SPACES PER UNIT + 1 SPACE PER 4 SFA UNITS PAR Q (434)293-3719 ROADS 2.03 ac. ! ,� BUFFERS. PROFFERS - G SPA STREET SURFACE PARKIN CES 25 ON / 10 -- t:$, TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG 421) WAY SPACE + 1 GARAGE SPACE): PR (MINIMUM i DRIVE E PARKING SPACES OViDED MtN M _______A____.r' ;;'s 1 - ES PER LOT =.200 SPACES OFF STREET PARKING SPA CES, 2 SPACES () 1776 SCOTTSWLLE ROAD 'i, 1 V41 PROPOSED USES. • CHARLOTTESVILLE, VA 22903 1 • ' 1 Q ROADS (R/W): 3.21 ac, -25,4Z PHASING: r A MINIMUM OF 2: PHASES THE THIS PROPERTY SHALL 8E DEVELOPED lITH1N RESlDEN77AL �• (�a,F, TOTAL AREA: 1,2 63 ACRES , !,� s BUILDING SITES. PARCELS 1-100 EACH CONTAIN A BUILDING St 7F THAT COMPLIES NTH THE REQUtREMEN 7S _ __._.. _ _ ._ _ _ _ _ _. _ _ _ _ _ _ 1 ZONING: NMD -NEIGHBORHOOD MODEL DISTRICT BURIAL SITES ,v "; . STREAM BUFFERS. (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) I3i8<..,...SS._,•,._,.,-,�31Fi' I"4{,?._34-1.11 ....._„ ,� 11 t' -: , \ { t PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESiDEN77AL LOTS ORDINANCE. �., WETLANDS/STREAMS: 100 SINGLE FAMILY ATTACHED RESiDEN77AL UNITS (TH AND VILLA UMTS) . r -. ! '` .,. " THE PROPERTY LiES IN AN AREA DESIGNATED AS ZONE X AS ;SHOWN ON THE FLOOD AFFORDABLE HOUSING: FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN)I INSURANCE RATE MAP COMMUNITY PANEL NO: 51003CO407D, !DATED FEBRUARY 4, 2005. gNy ' CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON PROFFERS THE SPECIFIC A AFFORDABLE UNITS SHALL BE It?ENTIFIED ,t.<''aJD . i THE PROPERTY BASED ON THE ALBEMARLE COUNTY GiS MAPPIING FOR TT iiS PARCEL. THESE 80 0 DENSITY.- ALLOWABLE DENSITY PER ZMA APPLICATON PLAN: " }, "' \ t, ACCORDANCE II7H 7HE ALBEMARLE COUNTY ZONING REQUIREhWEN7S TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UMTS: 80 UNITS -- 1 I TOTAL ALLOWABLE MAXIMUM RESIDEN77AL DWELLING UMTS. 100 UNITS STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD ST WEFTS iN ACCORDANCE NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITNIN SECTRON 32.7.9 OF THE COUNTY MINIMUM NON _RESIDEN77AL GROSS FLOOR AREA _ 10,000 SF CODE & THE APPROVED CODE OF DEVELOPMENT & APPLiCA77ON PLAN. a+' MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA 60,0010 SF i 111.1 OPEN SPACE.- , _, ° ,ti DEVELOP PARKS MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT 2.83 ACRES 22% Q ( ) _.. _.. " :1_'t ,- , PARK f/f ECREAT70NAL AREAS PROWDED: S AND ACTT VF ASST VF R POCKET PA COMMUNITY PARK: 0.94 ACRES PARK #2: 0.10 ACRES POCKET PARK #1: 0.76 ACRES POCKET PARK #4: 0.18 ACRES \ POCKET PARK #2: 0.8J ACRES POCKET PARK #5: 0.12 ACRES TOTAL PARK AREA PROVIDED: 2.33 ACRES SPACE IS PROVIDED F- R DD! L SCREENING I ADDITION, 0.72 ACRES OF OPEN O A T10NA S R NTNG N , AND BUFFERING ALONG G AVON STREET EXTENDED AND THE PERIMETER NORTHERN PROPERTY LINE. TOTAL OPEN SPACE PROVIDED: 3.65 ACRES (28.990 OPEN SPACE) SCOTTSVILLE DISTRICT _ __....-_ L__-__________ ..- TMP.90-35A1 I �.___-__---__.__ ANG HOLDINGS, LLC � " . ' D.B. P.715 h`= D.B.657 P°234(plat- I, , ,.,,,K. : F,..:....__,,_ ---_i r' ,1 e .._- r__,_,- � r•.,, _-"" . ,, tAN"'I"r, ` 'L BY 77 -IE HOMEOWNERS S ALL OPEN SPACE TO BE OWNED AND MAINTAINED WINER A SOCIA TION. A OPEN SPACE SHALL BE RESERVED IN A DEED FOR INE COMMON USE OF LOT OWNERS IN e x4 E SPACE IS PROPOSED TO BED 7F THE SUBDIVISION AND NO OPEN PA DEDICATED PUBLIC SPACE. 7 .Y MAXIMUM HEIGHT 50 FEET 1-4 STORIES) L NEIGH S MA BLOCK A M fE BUILDING RESIDENTtA , ( ) I UM HEIGHT 50 FEET l-4 STO S BLOCK B. MAXI iRIE ( 1 HEIGHT 40 FEET 1-3 STORIES) BLOCK C: MAXIMUM iR1ES ( ) LOCK D. MAXIMUM HEIGHT 40 FEET 1-3 5TO IES B M Ir? BLOCK E- MAXIMUM HEIGHT 50 FEET 1-4 STORIES) � ( ) BLOCK F. MAXIMUM HEIGHT 40 FEET 1-3 STORIES) F2/ �, BLOCK G. MAXIMUM HEIGHT 40 FEET 1-3 STORIES1-1 UM 18 MINIMUM FROM R W OR EDGE OF SIDEWALK W r FRONT 5 MINIM M � ALK TO GARAGE SETBACKS. r , - MIN. 10 BUILDING SEPARATION & 10 CORNER LO) SIDE: 5 T SETBACK ( ) 5 MINIMUM NOTE: BLOCK TO HAVE A MIN. REAR ' , REAR: 1 C YARD SE78A K OF 32 ( C ) SUBDIVISION STREETS: CURB & GUTTER - T NOTE: THIS S17F IS NOP WATERSHED: RiVANNA RIVER DRAINAGE DtS79iC LOCATED WITHIN A PUBLIC WA TER SUPPLY RESERVOIR WA TERSHED. AGRICUL7URAL,I FORESTAL DISTRICT NONE .- .s TOPO & SURVEY. THE BOUNDARY LINE AND PARCEL INFORMA770N WAS PROVIDED 8Y ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMA 7701 IS BASED ON FiELD SURVEY COLLECTED iN MUNE OF 2012 BY LINCOLN SURVEYING. THE PRfOPERTY IS` .CURRENTLY BEING t F SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL S1 TF PLAN. JNI'DRi41A770N HAS BEEN ,.- - -- FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST O 018 F FZ DATUM: NAD 83 RECREAT701V AREA: EXISTING VEGETATION: PARTIALLY WOODED WITH 1 RESIDENCE ON THE PROPERTY A 1S77N () AND EX G IN ADD1770NAL, LANDSCAPING BUFFERS SHALL BE PROVIDED A4LONG THE BOUNDARY OF THE EXISTING CONDITIONS GRAVEL DRIVEWAYS. SITE PLAN LIGHTING.' NO STREET LIGHTING IS PROPOSED WITH THE DEVELOP MENT. 5 PARKING: KING REQUIRED. 2 SPACES PER UNIT + 1 SPACE PER 4 SFA UNITS PAR Q IMPERVIOUS AREAS: ROADS 2.03 ac. _ - PARKING SPACES 1 00 SFA UNITS 200 OFF STREET BUFFERS. PROFFERS - G SPA STREET SURFACE PARKIN CES 25 ON / 10 r/CD •�EAR7H DiTCH TOTAL PARKING SPACES REQUIRED: 225 SPACES BUILDINGS 2.66 ac. TRASH: WAY SPACE + 1 GARAGE SPACE): PR (MINIMUM i DRIVE E PARKING SPACES OViDED MtN M CUL WRT DRIVEWAYS 0.75 ac. 1 - ES PER LOT =.200 SPACES OFF STREET PARKING SPA CES, 2 SPACES () GARAGE. - OVIDED FOR GUEST PARKING = 38 IN SPA ES PR SPACES ON STREET SURFACE PARK G G STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY 15 PROPOSED MPH 7HE DEVELOPMENT TO PROPOSED USES. • + (9) ADD177ONAL SPACES FOR THE FUTURE COMMERCIAL. AREA. ACCOMMODA7E THE WATER QUAN77TY REQUIREMENTS FOR THE PROJECT. WATER QUALITY TOTAL PARKING SPACES PROVIDED: 238 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS ROADS (R/W): 3.21 ac, -25,4Z PHASING: r A MINIMUM OF 2: PHASES THE THIS PROPERTY SHALL 8E DEVELOPED lITH1N RESlDEN77AL OPEN SPACE,` 3.65 ac. -28.97 PROPERTY SHALL BE DEVELOPED IN 1 OR 2 PHASES AND 7HE' COMMERCIAL DEVELOPMENT MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MA4NAGEMENT FACILITIES TO SHALL BE DEVELOPED IN A SEPARATF PHASE BUILDING SITES. PARCELS 1-100 EACH CONTAIN A BUILDING St 7F THAT COMPLIES NTH THE REQUtREMEN 7S _ __._.. _ _ ._ _ _ _ _ _. _ _ _ _ _ _ OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINAINCE. OFFSITE EASEMENT BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. _.-.__ ..._. _____ _,._ ,__._ ,-_---._ —, .- _-..- _,. °,_ Ri',ks;:1�'fktiDl N00 e+? }ICIx��1W6 ,----� 4- ° ' A E D n itt E uia sa s I Y STREAM BUFFERS. THERE ARE NO WPO 100' STREAM BUFFERS ON 7HfS PROPERTIY. ANY S7REAM BUFFER I3i8<..,...SS._,•,._,.,-,�31Fi' I"4{,?._34-1.11 _ n„ "y _ .,_ - --. 9itilii 1, I - '__ :.,.., Max.:.:w _ ....__,__-......._,,.._ ..- . r- _, _ -. __ . _, SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION tI7H TNiS DEVELOPMENT ..___._. _ t'.6 A e ORDINANCE. : I RO lirrrr WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PRODPERTY. . r -. FLOODPLAIN: THE PROPERTY LiES IN AN AREA DESIGNATED AS ZONE X AS ;SHOWN ON THE FLOOD AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE wf THE INSURANCE RATE MAP COMMUNITY PANEL NO: 51003CO407D, !DATED FEBRUARY 4, 2005. - ---- . __ l I.z rai3Lfl I; , I l,l 6,L tr i CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON PROFFERS THE SPECIFIC A AFFORDABLE UNITS SHALL BE It?ENTIFIED ,t.<''aJD . i THE PROPERTY BASED ON THE ALBEMARLE COUNTY GiS MAPPIING FOR TT iiS PARCEL. THESE 80 0 PROPOSED SPOT 770 f MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 ANID SHALL BE MANAGED iN 8" DEPTH OF EC -2 DITCH ACCORDANCE II7H 7HE ALBEMARLE COUNTY ZONING REQUIREhWEN7S RETAINING WALLS: RETAINING WALLS ARE PROPOSED NTH THE DEVELOPMENT AS SHOWN ON THE SiTE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD ST WEFTS iN ACCORDANCE NTH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITNIN SECTRON 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLiCA77ON PLAN. — ALBEMARLE COUNTY. VIRGINIA TMP.90-35 RQPQ LLC D.B,3508 P,16O D,B.657 P.234(plat) .._._,.__ _ _ _..._ ._ ...._._ _ _ .__-- _ _ __- _ __ _._ _ -_ _ _ ._._ ..- ____ _ ---!--'------I _._._ -__.._..... F _ _ . I _ __ _,-._ i i i P Y LANDSCAPED r r r BUFFER AREA " �. ^^ FT i � ti': is OPEN SPACE <; �:>::•� C 76 E I d - t. _ t. P 1 f -7 I" 0.72 ACRES i I i jj rj f = I LOT •� L_J L J L_J L J L_J ! L_J L i I J L__ 77 I i %.111 i I = 1 e 1 I $ i LOT LOT L LOT LOT LOT II LOT LOT LOT LOT LOT LO LOT' 4341 39 38 36 34 , + 44 4Q 1 37 35 33 ._ 78 _ 1 ; _ _ J 1 _ _- _ :y LOT , 1 a F. r s .,,- ^mss 79 " ./ ,: .`. ,; v §_, 'C. "V 1. POCKET �ARIf`3i4 .. _ 1.:. B, S'A 'RE( LO :4 S ". 80 _ i .:} 1 AMfUIT�SI?ACE '"�- "REN AN" CHE O S ":,:: ':, r-- LA bS �AP,11�1C u ��` �s t` LQ p> t .. °11, �" r Z t L �. �i z� •-_11 tiz�,1 LOT :, ;::p 75 11 r LCC�T�J J a , p _� U�'a a�v Y� ~ \ d 1 -4 Q} P: ":i' a� L is 4 Y"� cx,T -:1• . Lar �. p� 3 [1'•t4 `KE' A OC 74 R :. A1IAEIV S PA L Ir . I a L 1 /, 8J (hF 0 RS CE a1 �" 4 � a IiE A �1�'' LOT ap �. r., �• ' 73 -(BLOCK E ��NDs" Pi �� �, —_._ �._ 1.24 RES, ;•. a - [ I LO - m N LOT ' ___ X__e - j:° - knit Bfi Y: , ., }. ter„ I I-- • t', 1 TMP.90-35V RONAYNE` LLC jr D. B, 4719 p.402/ Q.B.4473 P.48{plat) °kB.440 P.198{plat) M1 VICINITY MAR SCALE: 1" = 1000' IF SITE c`) I �'�� Q��' 01 :w SCOTT R. 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R S, D J T A DS E f2C °� I 62 !OT 1 f' ! , t LOT l LOT 15 1 r T •HO ' OM U RL LOT O A 61" \.. �: ,� LOT 3 :, ", „ i I I t3 \. 4 - _ 1(CsEAB'GA�2D.ENANDF�tIJIT r s 57 *.=t LOT r-' l i a`.ir� - - �{p� r f y l I 16 ti 1 I. i 1 �I f 4 ' 4S`;�',�Rb', r _ ,.:�'f, ~'•,tJ`:tl ,.�-... , J i �7 I }.;`. 11, it _ _ l - a _ r , ---- - -- --- {' i i -..L_ . ... ,.., 1 ._.. �,/ _J s, __ I ',t :::f -_____-- t _ a z "'.,_ :. •, ,„ , . . z < - ! t u i Imo'`"~~._.._ rlliat;•d ga �r 1l 1 \;� - _- — 0 s ! �� TMP.90-278 i i .r X . I'% \, y h k I ,' ...� 't.% STEVEN W. OR BETTY C. I[ ml " `'�`' , t 8.1026 at �* a t 8. P :, 4 P.441 I t� _-7, i N% f f ` \ 111�, " 11 %`' �� ",\-, [ �, Ir. 1, 1� \ \1 _ �` �__~__—__~________---_ - Zf i ,` 4 ` � � C -\ \ - '' w � LfSSAtl A.--_._ \ . �- _a MINTER,�S-T: -9Rp r� _ - Q.B.1149 P.133 l -------------------- D.B.629 P.616(plat} ", n o r,rd P 441 plat 111 sw _ .. _ ... - _ ... -- _ __ _,___ E ,2 At'.- I P 1c," : 0 r:; 0,6 A, t 6 16, 0 Q (; I.a AC. z A 171 0 I NOTES• 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET 7REES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS . 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE iTE TRIP GENERATION) MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 100 DWELLING UNITS ADT RATE - 5.88 VPD PER DU = 586 ADT (293 ENTER/293 EXIT) AM PEAK RATE _ 0.44 VPH PER DU = 44 VPH (7 ENTER/37 EXIT) PM PEAK RATE 0.52 VPH PER DU = 52 VPH (35 ENTER/17 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. Sheet List Table Sheet Number RECREAT701V AREA: SEE OPEN SPACE INFORMATION ABOVE. COVER SHEET IN ADD1770NAL, LANDSCAPING BUFFERS SHALL BE PROVIDED A4LONG THE BOUNDARY OF THE EXISTING CONDITIONS i_ SITE PLAN PROPERTY IN ACCORDANCE NTH 7HE APPROVED APPLICATION PLAN. SEE THIS SHEET AND UTILITIES, GRADING &.DRAINAGE PLAN 5 ROAD NOTES & DETAILS SHEET 3 FOR ADD177ONAL INFORMAT701V ON 77 -IE REQUIRED AND PROPOSED LANDSCAPING IMPERVIOUS AREAS: ROADS 2.03 ac. OFFSITE SANITARY SEWER PLAN BUFFERS. PROFFERS SIDEWALKS 0.86 ac. 10 r/CD •�EAR7H DiTCH w BUILDINGS 2.66 ac. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO IBE STORED II THIN THE CUL WRT DRIVEWAYS 0.75 ac. _� GARAGE. TOTAL 6.30 AC (509 IMPERVIOUS AREA) STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY 15 PROPOSED MPH 7HE DEVELOPMENT TO PROPOSED USES. • LOTS` 2.84 oc.-2259 ACCOMMODA7E THE WATER QUAN77TY REQUIREMENTS FOR THE PROJECT. WATER QUALITY DROP INLET &STRUCTURE NO. ROADS (R/W): 3.21 ac, -25,4Z SHALL ACCOMPLISHED Wt77-1 THE PURCHASE OF NUTRIENT CREDITS ADD177ONAL MEASURES OPEN SPACE,` 3.65 ac. -28.97 MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MA4NAGEMENT FACILITIES TO RECREATION AREA: 2.93 ac. -23.27 DISSIPATE THE RUN-OFF FROM THE FACILITY (127, 625 sf) - __..._.,_,......_._.___.._ _____._._., OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONS7RUCTED ON SITE OR WITHIN r ensny Icy I° oc _.-.__ ..._. _____ _,._ ,__._ ,-_---._ —, .- _-..- _,. °,_ Ri',ks;:1�'fktiDl N00 e+? }ICIx��1W6 ,----� 4- ° ' A E D n itt E uia sa s I Y PROPOSED PAVEMENT EXISTING RIGHT-OF-WAY. NO OFFSI7E EASEMENTS ARE PROPOSED I3i8<..,...SS._,•,._,.,-,�31Fi' I"4{,?._34-1.11 _ n„ "y _ .,_ - --. 9itilii 1, I - '__ :.,.., Max.:.:w _ ....__,__-......._,,.._ ..- . r- _, _ -. __ . _, tI7H TNiS DEVELOPMENT ..___._. _ t'.6 A e 1.. - - r { ""I € .}- 60,0 10 I..., .,_ :.. stn n ei€ Pat„ ii1Yf wE r1 L t Ir Ip... : I RO lirrrr . r -. ,r : ; I ,Max. flesi en is r Dwellir} r11 }x :. raa' 00 Unit, AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE wf THE rl, - ---- . __ l I.z rai3Lfl I; , I l,l 6,L tr i _.,__ _. _ __ . _. t,€ . _ . _. __.+i 240.5 VDOT STANDARD STOP SIG PROFFERS THE SPECIFIC A AFFORDABLE UNITS SHALL BE It?ENTIFIED ,t.<''aJD . i ,,1t�' :, 1 , ,a. Max.No:y ,t, ientli1 Gres�, I-lr�or At�� ,i I tai? 1000 Si I PROPOSED SPOT 770 f w% THE FINAL 517E PLAN. sw _ .. _ ... - _ ... -- _ __ _,___ E ,2 At'.- I P 1c," : 0 r:; 0,6 A, t 6 16, 0 Q (; I.a AC. z A 171 0 I NOTES• 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL ANDIOR FOREST DISTRICT 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. 4) STREET 7REES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS . 5) ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE iTE TRIP GENERATION) MANUAL, 8TH EDITION. CODES 230 WERE USED FOR THE DEVELOPMENT PROPOSED 100 DWELLING UNITS ADT RATE - 5.88 VPD PER DU = 586 ADT (293 ENTER/293 EXIT) AM PEAK RATE _ 0.44 VPH PER DU = 44 VPH (7 ENTER/37 EXIT) PM PEAK RATE 0.52 VPH PER DU = 52 VPH (35 ENTER/17 EXIT) 6) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. Sheet List Table Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS i_ SITE PLAN 4 UTILITIES, GRADING &.DRAINAGE PLAN 5 ROAD NOTES & DETAILS 6 OFFSITE SANITARY SEWER PLAN 7 OFFSITE SANITARY SEWER PLAN 8 PROFFERS 8 � Ulc} i_ zcj� I..0 ROA!?S �LMM`` _- �_ 10 r/CD •�EAR7H DiTCH w y f',;;,-` i t,.ln(�= fkT ' l)4Jr9ltF C_ `�� 8 TOTAL NUMBER OF SHEETS 1rly «' ,, ,,. „ I{: �,,,rliWll e +, . rrlir�i ROA!?S �LMM`` _- EXiS77NG CULVERT r/CD •�EAR7H DiTCH - C_ `�� CUL WRT ,,,�,,, __- ____� � CULVERT_. — _� —_.._.- ,,,� ,DRN DROP INLET &STRUCTURE NO. � BENCH MARK CURB CLEARING LIMITS CURB GUTTER — — — — — PROPOSED PAVEMENT � EC—,3A DiTCH 2 ____ EXISTING CONTOUR 6 DEPTH OF EC -3A DITCH —( PROPOSED CONTOUR EC -2 DITCH 240.5 VDOT STANDARD STOP SIG PROPOSED SPOT 770 f 8" DEPTH OF EC -2 DITCH wI co J O 10 ;--. 93 0 V) Q) 3 C 0 U 3 L -i-' 0) 0 0 0 c 0 U 3 r_ 0 U +' 0 a) 03 3 c >_ > Ill 0 U) 3z N La 0 CL s 3 Q C O !_ 0 v In CL 3 N W - 0 In Jc 0 L 0 X11 to 9 H `0 - 0 i. C 0 UjUj 3 0 (a n) a) :5 n o C F� > c .j c! 12!_ Of w W z C'7 z LLIz z J z.e 0 U 0 T V) a 0 ti > 3 U x 0 1I s 0 o` V 3 U 0 LLI L -0 a LU v 11 ce z a o- U 3(}g NO. ") 112066 SCALE 0 1"=80' o SHEET NO. w U3 U3 s H SCOTT R. COLLINSZ U No. 35791 Ju j JZU f J BENCH MARK IS TMP.90-35 CHARLOTTESVIL LE G IS 4's R 0 P 0 LLC ROUSE-SIRINE STATION 105 D.R3508 R160 N 3882991340 D.B.657 P,234(plot) E 11482334.683 ELEVATION 527.71 c0p 7- t 7 % io TMP 90-35AI -35V S1'R'40 D line) .8-1026 P.715 0 jj _4719" P 402 z -.02 D.B.6,57 P.234 p a 1) B.447 BENGH MARK IS SURVEY CONTR rT,. U Lu U) ELEVATION 649 of 481'275.577 N 3883416.519 TMP. 90 AN(�,,HOLDINGS, LLC RONAYNE LLC 0, �440 -6, NAIL AND FLASHIER POINTj p 7im?PV8 .10 < R 7 1 0 350 R Z,,, Elec� 5T06' > ui ... ..... ... LO . ........ . 448.9�94; PF ce 7:4 T Y m e x ui 7 ,l 6.2f ra ce shed C I147.1' GRAVEL, EXISTING �DRIVEWAYTOBE�, R EMOVE1 -P6[e E eq,,, _s_ 0 K W/v y 776 B,4U2 P.116 Frame & R 21r, W VEPCO Esmi. D�B,288 P 7, 143.9 Lu co �vel gr U'I STING STRUCTURE EXI _LL WE -4- c,4 FED 5 15 T' k/W 13.b TO BILE REMi? > EXIS ING Ll EX�STINGSHEDS TO BE REMO L V ED el �hed �Sutvey TM P 9 0 1 0 1� A cy) -2 MEN= SPR '8t 71 1NG,,,/P1LLjAN,6 DEVELO PIMENT LLG 7 7 T. D D.B.45711 P.421/ 227 P 2 P.22 D, DB.2C 111 P.35(oct) H. W. 4, -16 W. P. P. [3. P.1 CN v C) D.B,221 .... .. .. ..... P.305 'E CN CN 5 3,1�, 3 3 MOBILE HOME EXIS 'ING OV Lj Ld 'ED TO BE RENA 324.3 00 00 Lu EA7 L.0 D 4 2 uj U) D w % Lu tw 7 -4915j,-W 75 A�3 TaIIPOte t209. -37' wi� J� En d. 1 �7:7 CURVE TABLE n e V' 'of LINE RADIUS ARC DELTA CHORD BEARING CHOW; CI 7115.92' 11.53' 0'35'32" N0557'33"E 11.533"! C2 788.57' 84.68' 6'09'11 N09'19'54"E 84.614;,1 C3 2243.84' 89.64' 217'21" S34 -39'00"W 8- 9. '614.' 2. Y C) Z `�U�'YEN`, W. 61R TNP. 2 0 kHNSdN, CD y C F 11 Q t D.i .1026 P�315' A TMP.90-27 "o V, 0, Ei, 22 1 9 p vil Z) d1L.KLUAN 1z, D. 554 P 41(plct) Q!"i R, AiNI'l-11 i _ I � �7 w .4 A A ?,UL S D.R629 P-616(plat) 03.554 P % j 1 (pj a, t,)' Z % T7 8 GRAPHIC SCALE 3 j r( I e� 7 /j 100 �,4 IL 25 50 0 200 Q, j" J4 910` 2 1 E131 [A"DT `E'; Ckf tMA �2, 6i 9 --j -OR T. 3� 28-1 _jAMC A-1 ff N IN FEET IS D A D�B.1149 P.1�3 i�, 3, 7 D.B.554 P.44 I inch 5 0 ft. P D.B.'029* P.616(plat) Ld w Z Ld V) __j 0 0 U) S__ 0 �u U) x 0 1 � I I 1 ]5:` U) c 0 .1 (c) c: 0 0 0 -0 (D E 0 0 0 t- 0 _0 Q) U) U) ur) z CL 0 a) C) Lu 0 r r% Z.n 0 E Lu I rl z _j _j 0 E :3 0 0 Lu 0 ui JOB NO. 0 112066 SCALE I so SHEET NO. Q> 2 0 Vv,,,W,H� 0 - ____ - _,� � IN "I � N 6�", , ��,,;�; ,_ , , -.I----- - I I I I , �, k ___3 � - " � � i - t �, " � L_________, t , ,- , - -_--__----------I �,�'F'� . -,. I A-11" I � If, t I , t � '1_1�1__1._ __ --- __ , 1, 11 l � I" I I - % k � "I �, I \ \1 11 11" I I i I , tLI 4 1 i , I �, " I 11 �, \ I I I I � I I I 1� � t . 11 11 , ; ,,� f. � ; , (,I - , � � -, z \ ;, '4 0 !___________________._____1 � \, 1 \ \,�\ i,� .� I �--_ 'D I C, , Z, , 11 / ,ija Vtie lif , �N 11� , I'll ie) �1,1� , 0-33, � - , � I I I " ,, � � I , � / , lil, I I'll \ / �\�, ,,, \ ,�,,_,\_ �1, � - I .1 ., �� 1 4 %4".�,"N' ,.� \ " ) " BENCH MARK IS SURVEY CONTROL ��i��",'! , '-'u " V�� �,,',-, - \ POINT TA NAIL AND FLASHER 1, B l� 11 I , `-, , ' , � ,1 , - k , " K, � "" \ ,1� N 3883416.519 _ � " E 11481276.577 \N � a � I V ") 11 � Ird --�-----�-------------------�----�-�----- - ! TMP.90-35AI ... 11-,", i� ANG HOLDINGS, LLC i D.B.1026 P.715 \� I ! t 11 . i__� � ,� D.B.657 R.234(plat) s i _:___J , 70 I :- �, � � " - i `_-1`_1__11' � � \)%k ; � . i 1- _', TMP.90-35 D.B.3508 P.160 D.B.657 P.234(plat) F. , - — - — � - - -- -- �_ -- —,;, W // C G 10 I , � I I I _,N I N 3 2 'I 0'1 7 " F_� I � � I', � ) � I 11 5 � () ,2? 9 8 (� -t i e ,,, 11" 11 0 1� it 11 i',A�:,O GRAPHIC SCALE ( IN FEET ) I inch - 40 ft� io i I I 1 i I t I BENCH MARK IS ( CHARLOTTESVILLE GIS I'Ll� ROUSE-SIRINE C-1 STATION 105 ("J r-_: N 3882993.340 1-1- � "", I E 11482334ZB3 '.,�,._ I ELEVATION 527.7± - I � � , ,� , " ,� "7" 1� � . , - , , �� _ � �! �� , _1� , __ i, , , _' -��-/ I I 1, II I 1, I I I I i I 1 1 .i I \ I , � \ CL=vp% I 1WI-4 u4m 10 l 'A � , I 'l,tA" i�,�1,0�, [�, ", , � �, � , I 1� � ", ,, - I �� 1�5 , I / PROPOSED:L 'LANDSCAPIINGAD �� ,I 1��, t, _� a %�_ 1, � '. I , 3 1 i * I- � 11 , I I __ ,, � � - "`� " , I I \ �� � , 'Z / ,A � , " � 11 � ` , , I ` \ '�, \ ,, I '. t 1� 11 fy I �`!P / , -, r3 I A 1�`,t � ,"�" ).i ` � , ,:�,vl �411 � , I , I 1� ", L'V I � �,, h, I �� 11 "I I " IL , .11 I �,2!,, '18 �) �1\ , I % r _TObE 11 / i, r-" �,�� lk;'k \ , � � I 1�, . , I � MAINTENANCE EASEMENT ", � "" ,��_ 1 1 V .� lu,�% "I , I / - �,� , """, ...... J, Fiber , , �,\ � I ,,'�,,�� -,,k,,_ 15 I ii, ,_ `1 /11 - � L, j__ -, . � _._._,,?_'_%��_',' e 11-'l- �,ui 2. I � I f � I , -1 I " _. ___-------,-�-,-- � PROVIDED FOR PERIMETER I --1_-'_ , """,",�,,�,�l-.",,�,,�Y"-t,,,_""�l--.",'I ....... ....... 1-111 . "I" . 1 -4- �, I 't _', N -Y�, I _;� . ", -1- , , . , " �,�� �_ ��: ___ I , � , - . 1-11- ,if it ,� - '', , I, I 11 I , i -111, , � ""', I . , 1�", -�, ,,, , �' I " ", � //' I ", HV")Nll ;Q ,� r;--:, ,� � I ,� �k. ____ LANDSCAPING BUFFER "' �\, � \ � i -1' I .11-, I , . . �_, ,�,, , , � 1 L__ ______ i,t "ll"11--,",� "11, . . - I 11�1 , , _-1-1- \ ""' 1, " - `\'X7 -A tl,t�'j, ��,,�,�,)uk._" � � \ F%R'1C')P0SEE�e4%1vv'. '� , � "" , DEDICATIQKAREA \ , � , �1\ (0.02\j�CRES) \\ \\v, % , \X \ ",� I-,- \ \ � ,� "'l -I ,� -- "N\ `\ �, �,,J,,, ,,�-`��s,�,�) � � K41411 A -1, \ ��\ \ , " 1- r , s P, " -11-1-1-1, � !, i 1-7 le- 1 1,1_1� , / � - I 1,,-t __ . . � -- ", "'�,,_'I,a 0, I,, V ."', k , � 5�'J 0, 6 6 - _� I IV V, I . 1, I � �* �,��_, � T�l 11 - �,L - - ___�_-� , 4 V ._; ,iA ----1 -'-_--1----- ....... _1 ��_,j�, ;� , i" --L - - .,� � - - -------- --------------- 0— - � _ __, _ 'mmm&mdww=mh&d*mmw&- - — - - — - - - . - ��Iec� �4t(" �_' ", It �__ - - — - ndmanho4m�.----.& lidIIIIIIIIIII , �, " - --I-,— ____ --- - � - --- __ - - iiilill!116" -�o-�o-- E - . ��, ,f� _�,� __., I I - 1� _111111__�, I .m.m__ - , '_--'-'l---1---1 , \ \ I " \ i i S57'47'38"E 607.7495' 11 I p F S57'27'59"E 448.9294' 44,1?- -Mrun, ',__,, I , - �% , / _-______1 ___ _ .- --- / .,? CIL _41 11 C-11 �- I I- _ .1.1---- -11111-1 "I — _, _� _f w. , �. 11 11 ____.:�_ --' n 1-1 *n '.-- __ I= =',_� �Lll , 11 I �,,�, I,, I,, . ..... - , _ 1-11, � - __ - ---- __ __ - ,_________._______.__ ....... . . ___ . - ____ , ,--- - - — - __ `z - -L __ "_��__2______1_________` - � ��___ _/ 11- `_ - . I "-?��'ll�-'�--�"l'-�;,�y-�--------------- -*--I--- - I _1 _ . - __ :::: : =__ __ - __ - '. __ - _ __ __ - - __ __ - ___ __ - - - ___ - __ __ __ _ - - __ - __ - __ - __ ___ - ___ - --------- -, - ' ,; _- — ___,___-___,2, - ----- - �� � Z_ [ R -4-. 1-L_ - _,_ --J�,- "." �' --- - _ � - ___ \ �'11------L-A-'N--D--S-C-A-PE-D---' '__-777T'____'__'______ -,----.,,- __ _____� - ____ -1 ___ __PR0_P_05.IfQ,_2Q _jR1VA1jE_ACaESS EAtEMENT I �,, �,,�.��1, �,q,,c,!j � - __ � �_ - - _______ I I f 1 i! ,� , j - _�M uy s '� � �_____ --,-,---I f - __T__ -_ , , -_ _ ------ _rf- T__—__ -r,----- - ______ -_ _____ - --- _ ____1 _ ____ - _ --A - ____!� N ,, 11, / (], � I __ � i � � I I I L Y: �, , . N " i---"- , --- .----I-- - __ffgqjP_U�ED o' PRIVATE ACCE�5 EA E EN -1 11 , Ii I I — I - ELI L S_ T 1, � j 1�1� " BUFFER AREA 20 I � � � '. _.. I I I ,q- .1 N117- - ___--I-- - - ..... I ;� i - , / '11 _j , I I I I I I u I I I I I I :, I I I � , P 7 - -------j 1 6 - I __ ----------------,-------"---,-"----"-- I I '.i I- � �� � t, N L -W I - --- -_ -----.. .. i i 117 _T,-___ I . - �"�.. - — 3, ; . ,, ,T .., IL I ', i _j_ I -. . -1 ..I[..:' I ::���.� f 1, ____1 � :, ��,�.:,!- I ...... I'll, . . . . . . . .. - 1 -�__ It �` OPEN SPACE A :" _,* L' ��".,.�,-.".".",L"-�,.�,'..�I :�� I - I ��:�:�I-.��j ;�� I : I - . ..... �.. �: - - - / ...... .. !�::,� 1 76 11 I I I - I lk��;�;� i I I :�'�":,.,:'.'�'�'� 1 17 . 1�.:.:r�� k�� lm:�I�-�l . RAN gr,f— L ,_�AJH (j) SIV �� 7�� �,�N , � �Ip_ f 01 t SCOTT R. COUINSZ �.� No. 35791 �__ � ,(� A P, 4 . , IF111'r 0 N Qkl& VOG_ie �� 1w_'01VAL - low x I U) 1474 LOT I- z z 0 _j < t, -, � � NUMBER 1.� j � ��,._ , I �, 11 �_ a- r_ .- -, �_. -, 0 �2 7: i rm-1 U An ra Z) 8 - - 1474 58 1. �r:.�.�.:. " ` - ...:.:,:.I. I I , \ __ ''. � : . . I . . � :,�.:-:.! : �§gfW r I � ... .. sm , (0.72 ACRES) - __ '�:��'�:,.�� I LLL ... - ...... " " L " I I- - -. 11 f- __ J _,_� , � ", .... � . � � -4 ..... " "" '"' 1, "'. ��:_._. (v- � %Fj , .. � �. ""' , , "' _i '. - . L�_ 44 —, . .. -��-� I � . � ! i .., I - `=�'I"'..". " j, I L"!".. .-- �`_`] I I.. . � � � __-__1 � �-- I DEDICATION AREA'�, � "'i � " � - 713' i ! � � _,���-,.'.,.�� ! i ::�:::::: ��:::::!�::�: f ! I I � ,�;-,�,',I � ", M 0 , 11111 i I I I I ... ,�-:-:� I �q !:� \ j 1,;, ,,� --i � . . 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". � , I " I - � , , � I , , , , �� �, , I I � � � 1'� % i , \ � � � I 1�1 I I I I 1 , , , I I t, �� I " ,��,,� I A ; v,� ;,�,� CL� " — - I � 2 1� I i I - L I �� 'I', 1, ,� 1, 'L'' � ' " ,� 1� I - . � � � " I I 'L -,, I I � � ; I . , : , - , , 'k, " __ - __ , � I � - - ;� �,� ...... 11- _�� ___1 -�,L � � " I "I j I t . I Y" ---��;-- I i[\ , ,� , ,�,!�,� --- , '�_ -_ - ____ . — 0 z bi Co z _j _j 0 0 � 0 ` C w M s__ 0 0 C "I � - .t� , 3: vy co I? CL x w G :�� _�, Z, 0 = ILI 3: CP r . -2 � 0 'n C 0 :;. I- 0 F � U, C 0 u L_ 0 1_� 0 5- - 0 6 's a _0 -0 EF .2 � (,) D 1 -, V) C 0 u 0 -0 Q) � I . E — 41 0 C _�, t, -0 I (v > . V) _�� L) C I L: 0) > 0 z 0 = 3. (D (j) 0 QL � D z CL >' r_ Cy 15 - CL z -0 Lu < o �— _j - 111mq a_ C (/) > = Q - _r_ -0 .j �_ C < :3 0 ` , � 0 Im-11 0� �_ - �_ .- 1 --ii ::) - -2 z co 0 _r_ 11--11 3: *4 I Lu � s 0 _Q 0 uj D _0 < 0 (D 0- z Q) � Q 5 4.k -0 __j 0� _', 1__q n �,, > 4% E _0 2 -j 0 0 _j z 0 EE F__q Ld 0 L,j z m < 0 z fo� LL1 0 U z 0 _j _j z 0 1--q 0 - ce 0 >N � , CL Q) 0- 0 Lf) � 0- (D > I (1) _�! 0 x Q) 0) = � (1) 0 (n � C: a) E ::) 0 0 �_ -0 uj -0 uj w = � (n 0 __ i u JOB NO. 0 w w 112066 C3 -0 I z SCALE 0 11 I 0 I = 40 C -2 SHEET N07] 0- Q) fn a) 4 _F_ I— GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPE077ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY 77 -IE COUNTY: THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (286-5832) 48 HOURS INV ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL COR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WI7HINI THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END 77?EATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHAILL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -8(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8 ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBIDIWSION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PL' ANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHOLL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER 710 PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPHI BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12 VDOT STANDARD CO -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VD07 S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTYT. INSPECTOR PRESENT ROAD NOTES GRADING: 1. THE LATEST ED177ON OF 774E ROAD & BRIDGE SPECIFICATIONS, THE' ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION' METHODS OF 7741S PROJECT. 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 7HE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 774E SA 77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE RIEMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRA INA GE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON( ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROWDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG774 AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARP7MENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THIE SA 77SFAC77ON OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T- 1. AN AC77JAL COPY OF 774E CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS 774AN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIX FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEAWPLA7E- AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWWNWG THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 4 11, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED, IN 771E EVENT THAT TIME SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF 77 -IE INSTALLA77ON OF THE AGGREGATE BASE. 1N THE EVENT 774AT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPL Y. ALBEMA.RLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUC7701W WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT MCCURATEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE N07rEDD. J. EROSION AND SILTA77ON CONiTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BIE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BIE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZ.'A 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS 07HERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSMUC77ON INDUSTRY ('29 CFR PART 1926). NOTE: MANDATORY INSPECTIOINS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND I FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED) ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIORTO PLACEMENT OFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHED>ULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO) SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY' LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. NOTE- PROPOSED LANDSCAPING TO U77LIZE OUTER 3' OF PLANTING STRIP RIW PER 3' CLEAR ZONE REQUIREMENT Cir R� _ S' WIDE CONCRETE CURB & GUTTER I POINT OF CGG 5' WIDE CONCRE7E SIDEWALK 3 I FINISHED GRADE CURB &GUTTER 3' SIDEWALK )-- �� � r LEAS R ZON � I CLEAR ZONE_, ! �.,I %N EXIST. GROUND 2X 2X SURFACE 2X I 2X I EXIST. GROU �. 3 r 6' SLANTTRIP NG �::.:; 6' PLANTING - JT 4' .DOT 21A 4-RA� T 4' T STRIP 4' MOT 21A / STi1A1E BASE 21AT SUBBASE S1�YE STONE BASE EXIST. GROUND STONE � � r.rn EXIsr. GROUND t0' 10' (TRAVEL LANE) (TRA NEL LANE) R/W I4' CONCRETE SIDEWALK EXIST GROUND ~�4' .DOT 21A STONE BASE EXIST. GROUND r 5 RIW 4' CONCRETE _ - SIDEWALK EXIST. GROUND 2X rT• S' PLANTING 4' MOT 21A STRIP STONE BASE EXIST. GROUND t 5 6 24' FIC -FIC 49' TYPf0- 4.L .NL�'IGIIBORHOOT STR.L'L'T SLIC Off (91'9 ' )?/#r) LOYO" JWAV (FUBLIC ROAD) C:.4'--SS.4R RL'SZVrMl.4L & dfIXLD USE SUB.01VISZON ST"" rSZGN .7PffrB.' 25 dfPfl ON -ST"" B650 -OUT PdjRMjW ONLY NOTE- RIGHT--OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES PLAN77N(G STRIP 44' 4' CG -6 CURB & GUTTER 2Z `- BASE 7' 10' - (PARKING LANE) (TRAVEL LANE) POINT OF CG -6 FINISHED GRADE CURB & GUTTER SURFACE 2X SUBBASE S PONE 10' (TRAVEL LANE) RIW 4' CCONCRE7E SIDIEWALK {{ 1 t I 1 6' PLAN77NG STRIP 4' ' MOT 21A STaWE BASE 56, R/W TYPP 4L jVff16!HB0Rll00B STRPST SL'MOW (56' Rll r) D.4UPHlN DRIYL' (PUBLIC STM") ",0 ASI RAMC " COMM (PRMTr ST"") CS-SSAR RESIPTATIWL & &rlXrD ISL` SUMVIV1.SlON STR ..ff DdSIGN SPLMP..• 25 ZPH P.4RIUJW ON ONr .7110r ONLY CG -6 CURB & GUTTER (PARKING LANE) 2% "- BASE - 10' - (TRAVEL LANE) CIL I I POINT OF CG -6 FINISHED GRADE CURB & GUTTER iSURFACE 2X AI SUBBASE 10' (TRAVEL LANE) 6' PLAN77NG STRIP f I 56' Rlw TYPlC14L Nff16!HB0Rll00,0 STREZET SL3CTl0N ('60' R/'r) B,rBFYN LdNL' (PUBLIC STR1f ff) a5"-SS.4R RjrSlIJrATl.4L ct dfIXrP USL' SfIMMISION ST"AT VASICN SPL'L7i.• ,25 ArPH P.4R AV ON ONL' SZOT ONLY 4' CONCRETE SIDEWALK 4' .DOT 21A STONE BASE A----------- EXIST GROUND EXIST. GROUND RIW I I ----------- EXIST GROUND EXIST. GROUND 'J TOP OF - CURB F -- CURB 4'=-1 ,,,--2" R f 8.1 STANDARD CG -6 CURB & GUTTER NO SCALE 7" VDOT 57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKRLUNG. (VARIABLE W1D TH) "'- 4" 21-A STONIE BASE CONCRETE SIDEWALK NO SCALE SURFACE COURSE: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERMEDIATE COURSE Mine q* 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #216 DEPENDING ON\ / �+//r� / V ULTIMATE TRAFFIC LIMITS llk\&S'l `� AND i ' i ' COMPACTED SUBGRADE ASPHALT PAVING ROADS NO SCALE CC -I2 NOTE: COMPONENTS OF CURB RAPS; CCM,%T OF THE FOLLOWING- HYDRAJUC CEMENT SIDEWALK #DEPTH IN INCHES, AREA IN SQUARE YARDSI p� �� GENERAL NOTES* CUM WHEN REQUIRED ICG -2 OR CG -3 IN LINEAR FEET) 1. THE DETECTABLE WAR't'M SHALL BE PROVIDED 8Y TRUNCATED COES. DETECTAME WARMNG SURFACE (AREA IN SQUARE YAMS) MH CIE THE ABOVE ITEMS (5' A SEPARATE PAY ITEM AND SHOULD z w BE SUMMARIZED FOR EACH CG;RS CUT RAW, 2. DET€C7ABBLE WARNING SHALL BE FROM THE MATERMLS APPROVED LIST FOR SIDEWALK DETECTAS" WARNING SUFACFS. PRODUCTS :NOT LISTED SHAWL MEET THE R€QLIIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE -RAMP 12�T MAX 46=1 4iA7( WAIRNINC ;SL ACE AND SHALL BE SuBMiTIED TA THE STANDARDS ANMD SPECIAL DESIGN SECTION FOR .APPROVAL, - 3. SLOPKG ;SI ES OF CURB {TAMP MAY BE POURED MOROLIT14CALLY WETH RAMP 4' FLOOR ORR BY UBiNG PERMISSIBLE CONSTRUCTION d(NNT WITH REQUIRED BARS. 'F 8 4. RAMP FFLOCA, 15 PRECAST HOLES MUST BE PRROVIDED FOR DOWEL BARS SO THAT MANNING FLARED SIDS CNN BE CAST IN PLACE AFTER PLACEMENT OF 4;. hi_ARG PRECAST I RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A 5. REQUIRED OARS ARE TO OE NO, S x Iv PLACED i'CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOORS Id@ -DEPTH OF RAMP FLOOR, MINIMUM CONCWTEC COVER ?'�'a". � S. CURB J CCURB AND GUTTER SLOPETRANSITRONS ADJACENT 10 CURB RAPS SLY ARE INCLUJDED IN PAYMENT FOR CURB F CURB AND GUTTER. 5'E T. CURB RAhMFS NTE TQ BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED - - 122 - -" DY R'Iaf'-E_NSsN€'ER2. TiACY ARE TO OF PROVIDED AT wtERSEtTIONS WtEREvtR 72;i MAX,. - - AN ACCESSSIBLE ROUTE WITHIN THE RIGHT OF WAY- OF A. HIGHWAY FACILITY CROSSES A GUREI REGARDLESS OF WHETHER SIDEWALK IS EXISTI`iG. PROPOSED. - OR N(NNEXX15TENT. THEY MUST UE LOCATED WITHN PUXSTRLAN CROSSWALKS AS SHC*h4 ON BLAHS OR AS DIRECTED BY THE ENGIWER, AND SHOULD NOT TYPE B BE LOCATFEI7 REHM VEHICLE STOP LINES, EXISTING LIGHT POLE F1Rf PARALLEL HYDRANTS5, DRC7P INLET$, ETC. ACCESSIBLE ROUTES PROVIDE A ONTINUDUS UNOMTRULICTED. STABLE, FIRM ANU SLIP RESISTANT PATH CONNECTING ALL ACCESSIOLLE E9,EME:N75 OF A FACILITY THAT CAN APPROACHED, ENTERED ANO kMD) BY PEDESTRIA4N& - - B. RAMPS MARY 13E PLACELT ON RAUX 0 1ANGENT3AJ,. S£CTEGJNS P1iO-w_O THAT SHE CU'R93 OPENING 15 PLACED WITHIN 7HE LIMITS OF THE CROSS*" AND THAT THE: COPE Al THE, CONNECTION OF THE CURB OPENING IS - 1�AI4RASE � �? PERPENUIL'CULAR TO THE CURB. MIN X r`Y - )K - - - - 3. TYPICAL D:ONCRETE SEEWALK IS 4" IH'iCK+ WHEN THE ENTRANCE RADICAVNN07 - ! AOCOMMOTDATE THE TU NG REQUIREMENTS OF ANTICIPATED HEAVY TRiNK::FS FREFER .. . 4^A TRAFFIC. TO STANDARD CC -43, COMMERCIAL ENTRANDE (teAVY - AT .2' K R. THAN TRUCK TR.R.A FIC)FOR CONCRETE DEPTH. � -- EDGE PAVEMENT 10: WHEN CEATRB RAIJPS ARE USED IN CONA TION WITH A SHARED USE PATH„ AT XX , SAME AS TDF' OF CURB THE MINAR&U WIDTH SMALL BE THE WIDTH Of THE SHARED USE PATH. I?. WHEN ONEILY ONE CURB RAP IS 'PROVIDED FOR TWO CROSSNOS COIAGSONALI. TYPE C A 4'x 4'ILANDING AREA $HfiN.L BE PRDV;DED TO MAYKUVER A WHEELCHAIR PARALLEL It PERPENDICULAR P410 THE: CnSSWAL K WITHOUT 001% WEND THE TRAYELWA", TMS 4'K 4' LAN6EI'iG ,AREA, MAY INCLUM THE GUTTER PAN, TRUNCATED DOME arI 12', ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 4" 2.n° C -C tall STREET TIE ECTAXE AT EHTFACE � � CA S CANNERY R WA2NNG SURFACE SHALL HAVE A FACTORY RADIUS OR 8E PI£I:D WA (j p A #j 0 p Z -MDC REW AS RECO NOED BY THE k0NUFACTURER TO MATCH THE BACK( OF OUR€L it � -� 0 Q 0 0 4 0 0 0 0 0 0 a - 0 0 Q Q 0 0 0 0 0 0 O 0RAMP 00900000000000a 00000000404000000000 NIM 00000000 �C)Q CTA.BLE UNING AT BACK OF II3 '-?.�*" SFE NOTE IZ` � VARIABLE FULL WIDTH OF RAMP FLOOR _ DETECTABLE WARMING TRUNCATED DOME( PAY LIMITS DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL xvc)= CG -12 DETECTABLE WARNING SURFACE 'SPEC?FiCATION REFERENCE ROAD ME) BROGE STMEAR£IS (GENERAL NOTES) 105 SFIEET i OF 5 REVISION DATE 20.1D5 O?Yi5 VIRGINIA,, DEPARTMENT OF TRANSPORTATION 502 740 SCOTT R. COLLINS`�', Into. 35791 � -0uAL 'In u CLv V) a W fl C a o uj N 0 Ln �'i a �6r� >i i >Z C O N ui a 06 Lu v v a Ia O 0 z a U z W W Z_ Z W U) Z W J Q I•� U �y O CL i a+ LL a a 7 U) 0 x N (u a to v E b fl Lu n Lu � uzi 2 JOB NO. 112066 a SCALE a AS NOTED wc SHEEP NO. � 5 (U z w uT z J J 0 U 0 v fl U x O � U � L o 0 _j 4 Q z 0 » Ir c W c c c c c c c c t' i U c C I- C I uj -1 FN z a e o� c 'In u CLv V) a W fl C a o uj N 0 Ln �'i a �6r� >i i >Z C O N ui a 06 Lu v v a Ia O 0 z a U z W W Z_ Z W U) Z W J Q I•� U �y O CL i a+ LL a a 7 U) 0 x N (u a to v E b fl Lu n Lu � uzi 2 JOB NO. 112066 a SCALE a AS NOTED wc SHEEP NO. � 5 (U _._...__ .-MH- ----- .---- .__ STA:11+12.88 �RIM :5:17-99 INV IN:507.�o FROM MH -7 INV OUT:507.5oTO MH -5 8" SDR -36 VERTICAL GRAPHIC SC 2,5 S 1a { IN FEET } 1 inch = 5 ft. STA:14+53.68 RIM:512'29 INV IN:505.7o FROM MH -16 INV OUT:5Q5.5QTO MH -4, i ! 20 MH -3 STA:18+64:10 RIM:499.5$ INV IN:493 7o FROM MH s , ---------_- 3.5' MIN. 4 9ors$R'36 p 91 11n C 530 520 51© t 1 ! MH STAI20+78,39 N+1H-2 f RIM492.92 # ' 5TA:19+55,0r INV �N:489.10 FROM MH -2 RIM:496 z7 ' INV PUT:488.goiO,AVINITY ESTATES MH -11 ° Soo INV IN:490.2c FROM MH -3 INV OUT:490-0oTO MH -i AVINITY ESTATES MH -11 { + STA:21+51.66 RIM:492.59 r INV IN:488.66 FROM MH -i , me • s • iM#C'-3511 3 i i HAI-MAKERAVIATION, 1.LC v ..177x,416 l aia- ] ,: D.B., 391 P. 525, 5521" PLAT TMP 90-35W 4t . D.B., 390 , 267 PLAT R CED..f1L. p30 GLY1« JeyieN , D.B, 414 P. 515 NO3Ffl�'SITE EASEMENT 1D.B.4,7 PLAT 1-13sJ co ,ij t t t t st ' t at ''1` 91_19P1[ERM�} REQUIRED ED O $ PR PERTY ALFRED L. AND10 Q �z��r JOYCE K BERRY ,�p'17gp1A r NO OFFSITEEASEMENT D.B. 321 P. 50 PLAT �Y a;'"t, �� p.a�?P`pT sem`' � �` •�f � l .. REQUIRED ON PROPERTY C i �arµ,� j pIg � � � At 00 c,,..azx ti•ni _'^.---^_',,,; _':. i iiX' _ �GFiE&SgM4 ... ., � �' e„ — _ a_:'2+00 _ �asFOReg {,ASEMENT 4 _OFFSITEOds II REt)EQUIRED ON PROPERTY .=a,� ..tYf +a•.u.,. .. R..-'�' r� L"� 'y �a---.,... sa,35M R O i PROP ....,i ...._,.w ... _>.. t.. ......,, _ , �. '^-,..,.,, h^.; _..__..:._ _. ^.,,•. 3 r ,, .. .. i a, f ':'.,vu ._.. .. 1 +-...,.,.. .a•,-,r,.s_.., i'shJ 6"Cd.S5�. L1 i ._ ._.._......... . .,-__.:_,....... ...,.,_»...". , ,,,..,. __-. _ _. ....,. ._... ,.,.... , Y _ t — - , 1 +Q :4 p ..... .tom 00 ..,...xr .<.�... 4, t =2s r , a w `"-.,---_•_--._.________ ___.,._:. , -... ....._....._ . , - .. _..... O 1 _' , r x s s 3 dd C ., ,.,,. „n ..»... .... ... _..... -s� ".. { -._ ; ,.0 ......_.___..._.., _._' 98<:.� .,;,, ,.,.., .. ,:' _... ..... _._. _ ..._..._..... �.C.�,----•"� _. "`-•-. t' t� Fr �h u',"✓• ,.s'.. .4F;i''a'~;: J r, >Y TMP 91-13 r _ WENDELL W. WOOLS D.B. 1727 P. 674, 577 PLAT [3, . 682, D3< 288 P. 347 COMM. OF V \ GRAPHIC SCALE D.B. 279 �.. PLAT 50 a 25 50 100 200 { IN FEET 1 inch = 50 ft. SCOTT R. COLLINSZ u No. 35791 4�.- 0 � � z ZONAL w w z CD U) _ ...__... _ _ _ _....._ ... __ .._._ _._ _ _..._.-_ __-_ _ .____-_-- ___..__ ._ ..... ___._. ...__._._ - _ _-_.,. _ _._ ..._ Lu NT H4 RIZ Q TAL GRAPHIC SCALE O C9 J < U C _ 8",soR-36 PVC I } I I N o -121-37'@ o.73% y { 5o I o 25 5a I 1oa 1 200 N N U E r LLJ ® U) J n. = Ab 1 ! vE r s 4 ! 8" SDR-�6 PVC s 4 k k i i # O ! p p,� I .28 Q. 7U 73 C 33 { ! I ( IN FEES } `i uj 3 _Y i! I t j i s p --q 1 inch = 0 ft. = 1 S ❑ z y r .t q O a 9'^^, 0 h a t 'ma'2 N I' ", t,Py "t'i n en 0 O� 41) co ti's"p M era '+. N to x s� tQ 'ki T1 0 O 9 q ❑ a t7l q a .t 4 Cq 4XIO 00 t17 =by N 1i' F—II m r i 4 rt CO U i Ln ? 4 ri W11 Ln 1-3 �1) ri Ln ,4 at} ri o�`d Ln Vs ri Ln � ti kn Ln T-1 ri ,-n Ln �••; Ln rl Ln O Ln Ln '� s �Qyl b4= V �3"# i7 Ol 't m Q7 -41 till -00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 .21+00 22+00 me • s • iM#C'-3511 3 i i HAI-MAKERAVIATION, 1.LC v ..177x,416 l aia- ] ,: D.B., 391 P. 525, 5521" PLAT TMP 90-35W 4t . D.B., 390 , 267 PLAT R CED..f1L. p30 GLY1« JeyieN , D.B, 414 P. 515 NO3Ffl�'SITE EASEMENT 1D.B.4,7 PLAT 1-13sJ co ,ij t t t t st ' t at ''1` 91_19P1[ERM�} REQUIRED ED O $ PR PERTY ALFRED L. AND10 Q �z��r JOYCE K BERRY ,�p'17gp1A r NO OFFSITEEASEMENT D.B. 321 P. 50 PLAT �Y a;'"t, �� p.a�?P`pT sem`' � �` •�f � l .. REQUIRED ON PROPERTY C i �arµ,� j pIg � � � At 00 c,,..azx ti•ni _'^.---^_',,,; _':. i iiX' _ �GFiE&SgM4 ... ., � �' e„ — _ a_:'2+00 _ �asFOReg {,ASEMENT 4 _OFFSITEOds II REt)EQUIRED ON PROPERTY .=a,� ..tYf +a•.u.,. .. R..-'�' r� L"� 'y �a---.,... sa,35M R O i PROP ....,i ...._,.w ... _>.. t.. ......,, _ , �. '^-,..,.,, h^.; _..__..:._ _. ^.,,•. 3 r ,, .. .. i a, f ':'.,vu ._.. .. 1 +-...,.,.. .a•,-,r,.s_.., i'shJ 6"Cd.S5�. L1 i ._ ._.._......... . .,-__.:_,....... ...,.,_»...". , ,,,..,. __-. _ _. ....,. ._... ,.,.... , Y _ t — - , 1 +Q :4 p ..... .tom 00 ..,...xr .<.�... 4, t =2s r , a w `"-.,---_•_--._.________ ___.,._:. , -... ....._....._ . , - .. _..... O 1 _' , r x s s 3 dd C ., ,.,,. „n ..»... .... ... _..... -s� ".. { -._ ; ,.0 ......_.___..._.., _._' 98<:.� .,;,, ,.,.., .. ,:' _... ..... _._. _ ..._..._..... �.C.�,----•"� _. "`-•-. t' t� Fr �h u',"✓• ,.s'.. .4F;i''a'~;: J r, >Y TMP 91-13 r _ WENDELL W. WOOLS D.B. 1727 P. 674, 577 PLAT [3, . 682, D3< 288 P. 347 COMM. OF V \ GRAPHIC SCALE D.B. 279 �.. PLAT 50 a 25 50 100 200 { IN FEET 1 inch = 50 ft. SCOTT R. COLLINSZ u No. 35791 4�.- 0 � � z ZONAL w w z CD U) Lu ,. ,' O C9 J < U C } N o C6 U M Now= N N U ,may f LLJ ® U) J n. = Ab CQ O vE r r, f• r 1 � k R ��' k OL t' me • s • iM#C'-3511 3 i i HAI-MAKERAVIATION, 1.LC v ..177x,416 l aia- ] ,: D.B., 391 P. 525, 5521" PLAT TMP 90-35W 4t . D.B., 390 , 267 PLAT R CED..f1L. p30 GLY1« JeyieN , D.B, 414 P. 515 NO3Ffl�'SITE EASEMENT 1D.B.4,7 PLAT 1-13sJ co ,ij t t t t st ' t at ''1` 91_19P1[ERM�} REQUIRED ED O $ PR PERTY ALFRED L. AND10 Q �z��r JOYCE K BERRY ,�p'17gp1A r NO OFFSITEEASEMENT D.B. 321 P. 50 PLAT �Y a;'"t, �� p.a�?P`pT sem`' � �` •�f � l .. REQUIRED ON PROPERTY C i �arµ,� j pIg � � � At 00 c,,..azx ti•ni _'^.---^_',,,; _':. i iiX' _ �GFiE&SgM4 ... ., � �' e„ — _ a_:'2+00 _ �asFOReg {,ASEMENT 4 _OFFSITEOds II REt)EQUIRED ON PROPERTY .=a,� ..tYf +a•.u.,. .. R..-'�' r� L"� 'y �a---.,... sa,35M R O i PROP ....,i ...._,.w ... _>.. t.. ......,, _ , �. '^-,..,.,, h^.; _..__..:._ _. ^.,,•. 3 r ,, .. .. i a, f ':'.,vu ._.. .. 1 +-...,.,.. .a•,-,r,.s_.., i'shJ 6"Cd.S5�. L1 i ._ ._.._......... . .,-__.:_,....... ...,.,_»...". , ,,,..,. __-. _ _. ....,. ._... ,.,.... , Y _ t — - , 1 +Q :4 p ..... .tom 00 ..,...xr .<.�... 4, t =2s r , a w `"-.,---_•_--._.________ ___.,._:. , -... ....._....._ . , - .. _..... O 1 _' , r x s s 3 dd C ., ,.,,. „n ..»... .... ... _..... -s� ".. { -._ ; ,.0 ......_.___..._.., _._' 98<:.� .,;,, ,.,.., .. ,:' _... ..... _._. _ ..._..._..... �.C.�,----•"� _. "`-•-. t' t� Fr �h u',"✓• ,.s'.. .4F;i''a'~;: J r, >Y TMP 91-13 r _ WENDELL W. WOOLS D.B. 1727 P. 674, 577 PLAT [3, . 682, D3< 288 P. 347 COMM. OF V \ GRAPHIC SCALE D.B. 279 �.. PLAT 50 a 25 50 100 200 { IN FEET 1 inch = 50 ft. SCOTT R. COLLINSZ u No. 35791 4�.- 0 � � z ZONAL w w z CD U) Lu Z O C9 J < U C } N o C6 U M Now= N N U ,may f LLJ ® U) J n. = CQ O Z U) H OL O _ uj LLJ p --q ❑ = 1 S ❑ z y LLJ V) —0 _j O L yy// _ R ,i alei ❑ a LLI Q co —4 CN L9 uJ F—II CN Q1 0 }} c Lu } _ U C } N o C6 Now= N N U ,may f n. = CQ O OL O _ uj v O p --q ❑ = 1 S ❑ z y LLJ V) —0 _j O L yy// _ R ,i alei ❑ a L9 uJ F—II O 0 }} c �0 F_Lu U ti z i L v O I;--- I`I 0 E ID a q i 9 of W W ui z z CL z O O ujT L �►d v O L Q /ryyy Q% } _ U X Q1 v v 0 m r_ v E U U 8 8 Lu 2 Q � O U JOB NO.ca 112066 SCC�AL^Eq r o AS SHOWN o SHEET NO. n_ v 7 rn low 14W �, a• r p. i # #' � 1' � � r r � t'. � A .•. Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the i b r. i � � w � # # y.. # - W � M'. - �. PROFFER STATEMENT Owner hereby voluntarily proffers the endit" n listed below which shall be Z applied to the Property if it is rezoned to the zoning district identified above J 7 Spring ZMA N 2013-00017, These proffers are part of the requested rezoning and the towner acknowledges that the conditions are reasonable Tax. Map TMP {+0"-00-0 Affordable Housing. (The Affordable !•-lousing Units will be provide in Curer Of Record Spring Hill Village Holdings, LMC the four of for sale or rental. units).The community mould have as fent as 80 Date Of Proffer- September 293 2014 units and as marry as 100 dwelling units The Owner shall provide 15% of � � � #� +� # # # - e � •, � ,� � ,gyp the dwelling units constructed as "Affordable Housing Units' within the w w Revised December 6 2015 Project in the ford of 2 or 3 story townhouses. • � ,oma -## #� � ,� • e #. �► The Albemarle County affordable housing policy defines affordable housing # #a - � .## - # #. # w• � ,## 1�:gg Acres to :rezoned from Residential R 1 to lyElt�H�RI'iQ�Q as the following. Affordable Housing, in generalterms ,Weans safe decent n9 '� MODEL DISTRICT (NMD) housing where housing cots do not exceed 30% of the gross household income, Housing costs for homeowners shall include principal, Interest, real I— Project Address. 1 �'�' Scottsville I�o�td estate taxes and homeowner's insurance MITI Housing costs for tenants r � � � shalltenant-paid be r ent and tenant -pard utilities with maximum allowances Contact Person Vito etta o s for utilities to tae those adopted by the Housing office for the Housing 1730 Owensfield Drive Choice Voucher Program Charlottesville, VA 22901 Affordable Housing is defined, for the purpose of t s polrcyp as thane # `. � w � • . - * - � ,. � a � is ,. � �' � w 434-531-2192 house affordable to the forty percent of the County population that have H household incomes at or below 80% of the area median income For 2003, Magisterial District Scottsville the maximum affordable home for purchase (80%median income), would be $172,000 and maximum housing costs gent and utilities) for tenants would be $787 (50% medianincome) Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve � p g 9 g' , Each Affordable Housing Unit shall be locate l d cin a single _cat, The Owner as the owner's re resentafiv of Spring Hill Village Holdings, LLC which is shall have offered for rent orsale as provided ued herein each Atfordaklc the owner of Taal l4+lap and Parcel number TMP i�;�t�gQ gc�-gi��d3C� TMP Housing Unit within the project. Owner h 9 _ p l +� w e shall convey the responsibility x � l� '�` 09ttii-�-0�'"02i�00 is the subtest of rezoning application fu"!A l�lo 2013- of constructing, the Affordable Housing Units to the subsequent, owners of in lots designated affordable n iti site r l 9 leo a sit.. plans pats 00017, a project known as Spring Hill Village The term 'AOwner" as herein shall include within its meaning, the owner of record and referenced e s a ins rade rr g a s . � " L~$eil�al �e T - � W. � he initial net rent for each frac rent successors in interest. The `Application Plan", refers to Exhibit A to, the Affordable Housing Unit shall not exceed the then -current and # ` : v ; : # # r. a •, # a f r a w.. w Code of Development last revised August 28, 2014 applicable maximum net rent rate approved by the County Housing bice to each subsequent calendar year, the monthly net rent for 3 Over Lot Grading The owner shall submit an over -lot grading g) All drainage from streets shall be cawed across lots in a storm plain (hereinafter the "Plan") meeting the requirements of this serer to a point beyond the rear of the building site paragraph 3 with the application for each subdivision phase of the h) The plan shall demonstrate that an arca at least ton (10) feet in Property The plan shall show existing and proposed topographic width, or to the lot titre if it is less than ten (10) feet, from the features The Plan shall be approved by the County Engineer prior portion of the structure facing the street,: has grades no steeper to approval of an Erosion and Sediment Control plan. No building that ten ti g) percent adjacent to possible entrances to dwellings permit shall be issued for any dwelling on a lot where the County that will not be served by a stairway .This area sista shall extend Engineer has determined the lot grading in not consistent with the from the entrances to the driveways or walkways connecting approved Flan. The plan shall satisfy the following the dwelling to the street. a) The Flan shall show all proposed streets, !wilding sdes; i) Any requirement of this proffer may be Waived by submitting a setbacks, surface drainage„ driveways trails and other features request for special exception with the over -lot grading plan If the Count Engineer determines are needed to verify that the such ai request is made, it shall include a justification for the Plan satisfies the requirements of this proffer request containing a valid professional seal from, a Professional b) The Plan small be drawn to a scale not smeller than 1 inch Engineer, Landscape Architect or Land Surveyor in reviewing a equals fifty t50 feet. waiver request, the County Engineer shall consider whether the c) All proposed grading shall be shown with contour intervals not alternative proposed by the Owner satisfies the purpose of the greater than two (2) feet. .A All concentrated surface drainage requirement to be waved to at least an equivalent degree over bats shall be clearly shown with the proposed grading All j In the event that the County adopts overlot grading regulations proposed grading shall be designed to assure that surface after the date this proffer is approved, any requirement of these drainage can provide adequate relief from, the flooding of regulations that is less restrictive than any requirement of this dwellings in tare event a storm sewer fails proffer shall supersede the corresponding requirement of this d) Graded slopes on lots proposed to be planted with turf grasses proffer, subject to the approval of the Director of Community (lawns) shall not exceed a gradient of three (3) feet of horizontal development distance for each one (1) foot of vertical rise or fall (3 1 Steeper slopes shall be vegetated with low maintenance 4. Improvements to Scottsville Rte and Avon Extended vegetation as determined to be appropriate by the County's At its sole expense, the turner shall plan, design, brand and construct program authority in its approval of an erosion and sediment the improvements shown on the County approved engineering control plan for the land disturbing activity These steeper slopes. ahold not excel a gradient of two (2) feet of horizontal drawings trill Development Concept Plan, sheet dated 10.21 1 distance for each o one (1) foot of vertical rise or fall, rainless the and revised on 8.29 14 as prepared, by Alan 'Franklin RF8 for boar County. Engineer finds that the grading recommendations for Scottsville Road and Avon Extended The improvements shall be steeper slopes have adequately addressed the impacts. designed and constructed to the County and VDOT standards, e Surface drainage may flaw across yip to three (3) lots before including the design and construction of related drainage, slope and being colleted in a storm sewer or directed to a drainage way utility easements as applicable These improvements shall be outside of the lots completed and approved by VDOT and the County prior to the first f No surface drainage across a residential lot shall have more than one-half (112) acre of land drainage to it. certificate of occupancy for any Structure on the property As part of this process the dedication to public use shall be completed at the rTH qo, Qr OTT n rOLLINS°-, LU w z z w z J 0 0 c w OF C O U c tU 3 W v X X Q) N s 6 i i3 U) c 0 U L U) C Q u L O C 0 c O L Q U 6 "C7 Q7 E O C U C 0? 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