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Home My WebLink AboutSP201800016 Staff Report 2019-01-09 Ecovilla•e Charlottesville: Existin• Conditions 4 ,6- 11 --. 15:1 • !990 1 `s s. 4 i�� Legend 986 • (Note.Some items on map may not appear in legend) 441111111r c, ..... ••••••• ..... - �r. r93 / 0 ♦ 941 3� A I! •a. ° e OUCE , 932 942 r �,.,-� (D AV 939'. ,o..• s' �> Y ` a a,� 946 (`r f , . \`§k -C4A,. .. iviv,:, 540,,*. • ' --18... t4' 10 -\-(g) `N 05 'i Allopt• 591 .. , ,. , ' 585587, v. x`ik < � >, , , 581 A a' �. II ` 1, $. •-.... .'-`",;.,,! `-�+ ` * '�` t• • �.• •. « e 421 t r•= .r a `�\ , �{ - ` ", i r '`�'. r 4 }j . ,• ` t /• ! ,,,tom.h. 4. _..,,,,Kriall" -fet--: ..,/,. ..''''11,„N.w,,,,'•- • .- ' .3 - . iivr4, .,, , yam, ' -' '11 r1�_ t ti 4 ; ^RST '•�` '.� `-•�h40.74:: iliF -rP '• tt . tA,; ki.2 ti j i� ` ,? to A • , '4'7, 1 0 IS : ate••v.?. • ! w • 4 _. .. �1� ' * `, \r� ,101-w-- 1/4 Tr . .Yr - N -� a �. _A. . >.1. 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'1 • i i �� it'r•, .t . i 'C tic if•inside(ipnb the City s GIS viewer- w,vwalbemade.org • :4. \ \ ig, (434)296-5832 ap is for Display Purposes Only•Aerial Imagery from the Commonwealth of Virginia and Other Sources January 2 2019 ATTACHMENT A Ecovilla e Charlottesville: Critical Resources '1'61A1-003-'0G161A1-03=0K-4 /� '990C`l� 996 i / / 61A1-01=0A=2 '� �j �/A46 �(1 61A1-01-OB-34 /� \ p Legend ✓ 61A1-02 04-3 / , i/ /---- / 61A1 OI-0A-1 9 fi1 A'I-02-04-8998' // — (Note.Some items on map may not appear in legend) i986 �, 61A4-02-02-1 _61A1-04-OB-2- `_ 3Zbcft-_ 61A1-02-042, • '7 f 61A1-02-04-9 47. �/� �"'�, / 472- A-01=1 .� f n 61A1_02--A\ z- / / e / ,. , F•1A1 -05;9 �` >i61A-02-04:1 �/ y / ' �� O q. p ° ---��. _)�7 ' , 61A1-02-02-494391741)9,13-� 61A1-01-OB-b m 936i ----- / , Ai p °te ` 3 ---`fi1A1-02-OS-11 1 � �/"84161A1�22-3 Q i;Ei - 400=ft ` *-61A1=02f05=1094261A102-05/-12 / ' '""''" ' a-- -6,1�C1`02=05-7,� \944 A/ /// ( 61A1-02-02-6937 't' a1 "•` ,f� Probe.\ 946 61A1-02-05-13 I,.-/ J + 0 ,��° t> 412 ft� \� 948''1.) / l � �`$" °' l� V6861A1-.,92-05.6_,, 61'A1-0 -05=14 �561A1=02-02-9 ,e �� 1/ `,r928b1A1-02-05-4- ^` 593 e? a As ,f "'° 61A1-02-055924g�1:)_02-05-3 fi1A1-02 02�8591 � /� �T , y, a 820 i (/�/ 61A4-02-02-7 �' 4o� a � �61A1=Q2�05,2918 61A1 73 3I7 / /%' v ." 1 188E a �� r(o �61A1-02-05-1 ,, ,� pp 61=189 / r57557^7"+-�6/1AY02-03 1 �� a 441 61A1-02036� /ram' 587 h%a �---' 61AL-02-�3 558161A1 02 03 3 �� 1 "i► .�% 61A1-02-03 4 ) / l fi1A-1 �� 4A4-itJ / : `D 6\1-189A �� ( a uw eq \\ p�� ' o, 4rs'ri \/,, It r .,. s1=lssc ,9�� 61-188A. \\\'''-----,-- 46-2 ��'- Yll ti l` � 440•ft J1)1 \430 '� Ilik 43R.. ,__ _ N‘ 61=189B 61-210 38318tft � T/A'` pp ` , 41"),(h • ''P.' 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I.`Ia.'4 386.. �.9,, � :;tea ''t/moo ��ti ��"� ti �a ,,,/; ii.lir 61 19 C Ji = �,,,Ip.(a% Yip �;,�`�P\��F\32 �/ 7, ft a a1•� 39?-- -- Charlottesville Ci ,e 61AT02-36 Q Q \ - -.; 1, /pi//is/�//itgjeV 1� ` .,°e ery .� 4 _ "6' �3 ,•• the Jdenh t0. ` p`s:, Geographic Data Services \\ �; GISWeb eCIA fit-210B �`� ��\ g',, �1 ` ya6 : . s'$ 38 •-✓ 4p --`4p click inside the-City to launch thel1 Cityl's-GIS viewer. www albemarle org Ordina :Uftef \ �O �' 2�'-.16�`— -1-///////�/!//Ail I I/�II 1 I I I II I • -I S (434)296-5832 rp is for Display Purposes Only•Aerial Imagery from the Commonwealth of Virginia and Other Sources ATTACHMENT January z9 A INITIAL SITE DEVELOPIV ENT ELAN EOK t^ COVILLAG E ChAKLOTTh3VILL E y., VW LEGEND W o,, EXIST NEW DESCRIPTION TV P 0 G I 00-00-00-2 1 000 • 16.TC . 121TC TOP OF CURB ELEVATION O 2°n 1C x 121 SPOT ELEVATION SDP 20 1500056 p? 16°TW x 12•TW TOP OF WALL ELEVATION Z1 et. j VV N W Y6W BOTTOMB� WALL ELEVATION KIO DISTKICT, ALBEIV'AKLE COUNTY, VI �GI N IA U Fw STCRIA SEWER o ROOF DRAIN VICINITY MAP SCALE: 1 •=500 �� —�— A SEWER UNE OWNER/ DEVELOPER EXISTING USE OWNER/DEVELOPER: 2 SINGLE FAMILY HOMES -^- -•- WATER UNE - ECOVILLAGE HOLDING INC —a-- —0^*— GAS UNE li. 480 wo ROAD EAST PROPOSED USE a 3 CHARLOTTESVILLE VA,22901 25 TOWNHOME UNITS.4 I I SINGLE FAMILY HOMES ,1ppL IN CM -.t— —.•— OVERHEAD ELECTRIC PARE "P - -. _. RESIDENTIAL DENSITY 36 UNITS/6.518 AC-5.52 UNITS PER ACRE wZSx'� CharloItesvll(e Hugh o <1 MAGISTERIAL DISTRICT Acrage-6.518 bnckldce mtcnor lot to be added to parent parcel) 2'O —v— —•.— UNDERGROUND ELECTRIC g ® > R4:6.518 a 4-26 wilts J�•School Stadium R10 O ' —an— —•^— OVERHEAD TELEPHONE UNE Lt 11an1 Woodland prexrnbon:5%of 26- 1.3 ands -'JUST-I�KNI II\tl' —vn— —an- UNDERGROUND TELEPHONE UNEZONING Land dedoaborl:5%of 26- I.3 IIWO, 1��11 iiiiii J I A'' ZON 1 N G Densely Boron Vz aRordabk Ands-30%of 26-7.8 ants O� w4 h, (I��++,� -- Taylor 5 Auto Body Shop 9 / -,O R4 Residential 26+ .3+1.3+7.8-36.4 units „..,4, ,�4 Di I_ I DRAIN INLET(DI) *slow.8 sK�� —, LAND USE SCHEDULE 0 0 STORM/SANITARY MANHOLE Advantage Horne Q � SOURCE OF TITLE EXISTING Area % PROPOSED Area % L Contracting ,,L(1'Chariot tesvtNe DB 4582 PG 74 Roaddmg 3,605 I.3% Building 82,425 29.0% PLUG �,� �: li - Net TARP 06100�0-00-21000(6.43 ACRES TOTAL) 0 O.O% Pavement 42,265 14.8% _0. Total Impervwus 3,605 1.3% 5ldewalk 14,017 4.9% .� : WATER VALVE&BOX ca 'j/ - i BENCHMARK i 4. FIRE HYDRANT N Open space 280,319 98.7% Total Impervious 138,707 48.7%DI*T DATUM NAVD88 Total- 253.924 SF(6.518 aoJ Open space 145,217 51.3% ® ® WATER METER 5 $ $. Total- 283.924 SF(6.518 ac.) 3 SOURCE OF BOUNDARY & TOPO 3 ; co WATERSHEDS �• • l LIGHT POLE 1 ® sf BOUNDARY PLAT FROM THOMAS B.LINCOLN LAND SURV[TOK INC.(2000) THIS SITE LIES WITHIN THE MEADOW CREEK WATERSHED.AND GIS FROM COUNTY GIS =� + -f MUTT POLE ,. PARKING i lief PROPERTY UNE ' _ BUILDING HEIGHT S REQUIRED 51NG:77 PACES/UNITS PER UNIT-72 SPACES r 4 La ADJACENT PROPERTY UNE CT ` 35'by ngM TOURIST/TRANSIENT LODGING 2 FOR RESIDENT+FOR ADDITIONAL ROOMS-5 SPACES g PROPOSED THREE STORY UNITS(VARIABLE HEIGHTS 35'OR LESS) G VACATED PROPERTY UNE .. ---- ... PARKING PROVIDED:77 SPACE 2IMAGE PROVIDED BY GOGGLE MAPSW SETBACKS -2 SPACES ON ND FLOOR FOR 7 UNITS O BUTTING SETBACK -5 SPACES PROVIDED FOR TOUR)ST/TRANSIENT LODGING(INCLUDING 2 HANDICAP SPACES) 5-25'front setback Q x— PARKING SETBACK 20'rear setback U SHEET INDEX 5-10'side setback FLOOD ZONE ----'-- ---- LIGHTING ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP,EFFECTIVE DATE FEBRUARY 4, °o SANITARY EASEMENT C I - COVER S I E ET 2005(COMMUNITY PANEL 51003CO2870),THIS PROPERTY DOES NOT LIE IN A ZONE A -- — GRADING EASEMENT NO OUTDOOR LIGHTING IS PROPOSED ON THE INITIAL SITE DEVELOPMENT PLAN. 100-YEAR FLOOD PLAIN. o • -- --- DRAINAGE EASEMENT C2 - EXISTING CONDITIONS $ DEMO PLAN TRASH REMOVAL SLOPES — — UTILITY EASEMENT C 3 - SITE PLAN LOCATION OF TRASH TOTER STORAGE NOTED ON SITE PLAN(C3) SITE CONTAINS 18,609 SF OF MANAGED STEEP SLOPES AND 56,872 SF PRESERVED SLOPES. —-— ACCESSWCES EEAEMENT SEMEN TRIP GENERATION GENERAL WATER AND SEWER I.EASEMENT /C'`4 - CIRCULATION p� � t PLAN -- —- C 5 - GRADING PLAN WORE.SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY STORM DRAINAGE EASEMENT 'USE DESONPIION NE (By Y ,out I I Y eat IUMI INSPECTORS.THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE Townhomes(Md-Rke) 221 27 2 7 B 7 4 11 AUTHORITY OFFICIALS AT THE START OF THE WORK. - -ww.-. TREE UNE C G Hennes PLAN Single Family mes IIl ll 2 6 7 4 ss 2.THE LOCATION OF EXISTING UTIUTIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT Q NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN,ARE ONLY APPROXIMATELY CORRECT. - FENCE C 7 - LANDSCAPE PLAN II THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND Z ur. Z STREAM Co - DETAILS 3.ALL STRUCTURES MATERIALSAS ANDNECESSARY.CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL re. —312— —12— INTERVAL CONTOUR WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY LL SERVICE AUTHORITY. —300— —00— INDEX CONTOUR 4.DATUM FOR AU ELEVATIONS SHOWN IN NATIONAL.GEODETIC SURVEY. d O I CC-2 CG-2 STANDARD 6'CURB 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING'MISS UTILITY(I-800-552-7001). Z } C6r6 LG-6 COILBINABON 6'CURB A GUTTER 6.ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER MEASURED FROM LU THE TOP OF PIPE,OVER THE CENTERLINE OF PIPE.THIS INCLUDES ALL FIRE HYDRANT ONES, 2 Z SERVICE LATERALS AND WATER LINES,ETC. I I ALL WATER BLOCK DATEo. I • I •• I CONCRETE PAVEMENT/SIDEWALK 7.A WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. O_I 0 �,�•-. i- -:. � 8.VALVES ON DEADEND LINES SHALL BE ROOM TO PROVIDE ADEQUATE RESTRAINT FOR THE A ALT CURRENT DEVELOPMENT PLANNER ARE VALVE NG A FUT E EXTENSION OF THE UNE. W CC�T) 0 9.TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. W W -- •-- I DtASs 10.THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO-LEAD REGULATION 0 J 1 x` V EC-2 MATTWG REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4,2014(SENATE BILL 3874 WHICH AMENDS CURRENT DEVELOPMENT ENGINEER THE SAFE DIRINKING WATER ACT). F CC '::. EC-3 MATING l < MERNq ALBEMARLE COUNTY SERVICE AUTHORITY N -J 'O @ PARKING COUNT Q 11111111 11111111 ca/eswa,c FIRE OFFICIAL _ E r` /��'//�/ /W//// MANAGE'ACCESSES MU Z W < d ® CC-IHANDICAP ARCHITECTURAL REVIEW BOARD Dote �1 ( al HAIOICAP PARTING 07/16/18 Scale NOTE: BUILDING OFFICIAL Sheet No. 1-THE SIZE OF THE SWABOLS MAY VARY FROM WHAT IS SHOWN. 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' 1./1 '1::: 1: -/----N:---------------------------------------------7:78\\'‘Css:ss\s‘\‘‘ --:--------"--1 40 \so\ \\ \ \is N:.... st.eljjaiet 0,40::=16/41: \ ,,, ..‘ ...,,t .-------- ::::17 : A: .:-.:1:. ...''' ./1 /// / I / / / /r''' 1Warillil120 .,..\ krV Fd.N.C2 OF 8 ,,, \ ,, , .,_,..„-----.cyrARLorrtsytt±E.... __ : :::------------: : li, .-, ,' _-_-- 1,,,, \ I. I /;////;///////i f' ( '‘, \ Scale. l'...40' 16.009 ''''• '''--'..-----------------------::-----------------------2-2-ar7i-ir=4;,=1;1---------------::----" -- .''---1,-"-- / ‘. '! ! //1/ i 1,' 1/ ,' i I \ \ \ \ n \ '---- ----------- _--------- -------- --'----- ATTACHMENT B l 44 4 �� w /4 nW t 6 .W an Z F i A* / . Fs a F e w, RESIDENTIAL UNITS 4 27 TOWNHOMES(B) ��., 11 SINGLE FAMILY HOMES(A) Vim. 36 TOTAL UNITS Li' 5 ti. B W C \ / O ' iikil / a$' u / rt,,,, (0 ,-. ------------- 1 \ c'`"S.4 UJUST SH(MP%Y °•,, / / 451R3 I \ O — -' \ / ,�e B / / I 1/ '` 5e°44 / 4i 0 / / / / / \� 'e+e° 04 1 ,, / ,, / 4� o>/ / / / / 1114111r '4‘/ / I I nua]1aUQ 1])� •:r • __. \ / '�� / � �di © ® / `1 I \ •-t- �� 8`� y. for d / / ...... \ _ -tea\� /ryb yh gC & ° O / 01 / / ,, 3 STORr LaWHHWE .� --_� Y 4111104•46614iP y - ` `_` `�I� i'� sstoa si iavmHart �1.5'r�. cG" 1;'•`'.• ,.` `, FFE.3x )A ifE e O •. _ �-_ Yirr- �+v- ]S6 Ia G /// fip west E sioar sFH STAGE a¢sroRrrz te> �, " "' '�vtI� Io+n'Ha" ........ / 0 0 ® TOHv Tow O Ft no sr O - a+ao / fFE.R� 4 /IN it '// -,-, .-' 3 S1aR Ta'8 / 1 s STBRY TaNN11aME / _ 1'68 It / R.I6a SF ... / K II _ ® , �,e9o'y�" OPEN SPACE u` q°r // -°, 4 RI RS ; 18,850 SF • $4 $y ° / \ n Arms E4�T / ~`" �rH Al 8 RISERS 3 �cFlx _ • PEDESTRIAN WALKWAYS B ] laM tawHHglE A,� ® •A' / , ' , x I W SF J,�S =STCRr,TavNHaYE • '''..- — \ \ 1 ''. {I .1�].6 TOYMHOYE 1 L- .1 EEE. l 3 0 s,TarNHOME ate.,',• to / 1 \ x z.+so v v. © its v ��"ToaY To.HHouE I i l 9Ubp ^'A `�I CC \ I 1.160 Sf ]S1dtY taYMNOME 1 Z ] 1 xtno sF /J >o Rn,sE� \ ?�T AA FEE 1]5 i ) t /SING / 0. O \\ \ >, n A I Y,I + J 2:6a SF ToylMauE aFFE5.50 �� F \ pp / Alt . i t",s F V 0 U w /' °Li, 7 cc co N� ----- — -- V Q STATE ROUT 631 — RIO ROAD EAST ——� Dote CHARLOTTESVILLE CITY 07/16/18 Scale 1" = 30' 30 0 30 60 90 Sheet No MiEfiVe C3 OF Scale: 1"=30• File No. 16.009 ATTACHMENT B 4 V Qo OII st 2 / ,,,,, F o Neji i k I F CIRCULATION KEY n I. I ■ ROADS/ASPHALT o wn . ti PEDESTRIAN PATHS g I,�� GEOCELL + GROUNDCOVER o VEHICULAR AREA - 441k- s 7 PEDESTRIAN AREA /FIRE ACCESS I \ i. O Vo MIS L 4. 45183 A 0 \1 8 isomolow SSk1NAL 0 S DARY II -PEDESTRIAN PATH-EMERGENCY FIRE WITHACCESS TO RIO RD) - \ a /I- WINS.1111.:S. \ :\ ---------°_________10_ • '7111116111Ift Igiglir'l alill \i',' ' S..:.n." ') ,.,..,. .... , I � /ir • GEOCE:!://!?::: ::?:::;; / 4v I �� FIRE TRUCK ACCESS \\\ �. ,� � / Ell � � PEDESTRIAN WALKWAY A � � �o 4, :'9: \\ o. \ ` _ �gfW./ -VEGE IAiED PEDESTRIAN STREETSCAPE \ l�ls�� -FIRE TRUCK ACCESS(20'MIN) _ _ 1 \\ ' /• -SECONDARY VEHICULAR AREA nolimim I au�r Z CC o. \ . • -, -.. ____-____-- --__ ——— w v EL \% . '''- `—`` ��-```_ PRIMARY VEHICULAR AREA W \ U _ -20'ROAD WIDT,, r� W ----- W v J\, o w , Q m CHARLOTTESVILLE CITY \ I: Zw Dote 07/16/18 xale 1" = 30' Sh"t IIriii )1(VC4 OF Eile No 16.009 ATTACHMENT B /p / , ,-------___ : -, T 6 / l / / l/ / / I / ' / ////i / / /i/ / / / , - ' // // / / / // l // // / / / i / i / / ,' ' // \\ //\\` —` 1 \\ \ ^ I ' i i / /' / i i l i ' i /' 6i i I/i i i / 1 /' i / / / / / / / / / / / / / / , , ...- _,/ �-__'�/ / / l \ ' / / / / / / / / / / / / / / / / / / / I / / / / / / / / , \ / n :__ ......51 ,,,,,/,/,// // ,i -N 1 i , ///•/ / / '//// ' /// / l I\,. I,/ / / /� ,/ i / / / /`-- \\ / \ \\ ,�' \ \ \\ 1\ 11 11 11 \1 `\ \` 11 1 \ / / 1 1 -- -- DISTURBANCE --_ — � ---__ m� I SLOPE ___ i///, // �i i /%� / i/ / / i i i / l \ `\ \ i \ '/ •\\ \ ` 1 11 \, \\ \\1 / ' I / — z w / / \ ,' , \ \ \ / I I In total'tFe project proposes opwoximotely 9,777 SF of Preserve3---_ a r // '/ j//, / /i / % / 1 / / / / / / / / ` ` / \ \ , , \` 1 1 \ \ \1 / I I , Oslo a of° rozim°t $B,$�2 SF existin on sll€-Tpe_disturDetl slo es will ---_ -- 7 / / / / / > `\‘'‘‘', \\ 1 , \ \ 1 \\ \ / 1 I I 1 / ° Podote ne 9 P ___ p // //',/ /, / / �'/ \' /l /, / / / / \\ \ `\ (� / `\ \ /' / \ \ \ 1 \ 1 \ \ / I I I jr-- to ccomrr� a w entrance, P 9• Q Y' d____________ "' 1 arkin and ode u°te travewo vu Ns ./, // // / // / / / \ // / ', / / / \ \ \Y:/ \ \ . / \ \ \ 1 \ \ / I i along off'existing structure.--------------- ----- ° I. i// , / / I i i j i l ` / / / • \VI,(./ •, \ / •\ \ •\ I 1 I i I i i / I I / / \''.1V;/„( / \ l I / I I \ \ 1 \` ` \ \ ' 'I I // // I 1 / l l l l / l / II 1 / I \ \ •\ 1 / / H I / l / / / / \ \ I T /I I 1 I / l 1 j j , I /� / , _-` 1.1 lR;y kZ.: /. /' j I I 11 \\ 1 \ \\ \\ \\ 1 11 1 I \\ 83 \ UJUSTIOIIMP Y / 1 / I �/ I I I I ; I ` \ \\ \ ` 1 1 1 \f' ' % / 1 I1 \I ______ ___7J / / ,T l ' / I9 / / ; I \\' ' , / / •" '�/ '�l'•,.Q by `' v'„I i-./ } I / \ \ 1 1 I ' 1 V I 1 1 1 1 1 I I F. 1 1 1 , 1 1 I : l !I l; _ ` \ y y i 1 1 I 1 I 'I I 11 ' I I I v.I II I I I .\. �� I 1 --- -- _-- \ ETC h', �� L y \ I ' 1 ; I I 1 i I 1 1 , I �I i I I 1 \ \ c'aa / - h -_'.: ti,:fi '7� /ti ��:CF�T � . \ / I j I _____ ram, �L [ y h ; I I \ II 1 11 1 1 1 I t I I\ I \`\ \ ;,�� / / / / ,_ I — IIt /v l~f :\/, \, r , / / I 1 1 i \\ ; \1 l r etAir4A ��, y / \\ 1 1 ' I 1 , \ \ \\ 1\ O/ ` / I / / / / ? `! `h , \ I , , , 1 , , ,___,__„. 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I 1 I / /,/,/,// n``' - __- - \ W J \ \ DL %% 11 ; 1\I 1, 111 \\ II i i \ \ \ \ \\\\ \>jo \ ►r7 i/' _J tit/ `\ I I % �►� '/'//,' \\Y`� _ - ,• / / \.\.\ I \ \\\ \ \ \ , , \ \ , 1 , '' s \\‘‘\ \\ \ j4": \\anis— t 1111L_ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I \ \ `,\ % - `-_-------_ — M \\ \ \ \\ \\ ` \ \\ \ \\ \ \ \ I I 1 `\\`. \ \ _ -- I'� —i - '--'% I / / / '-- ----_-__-- \\ .\•\\ \ O LPL Ill \I \I \ I1 \\ \` \ \\ \ \\ \\ \ \` 1\ i \\,'/ \\\\\`\\\` \'\-ter—r- _-�.-� ��a _ �t�r'� -ii/j/ I / /', ,'/\\\ ------------ . \\`\ \\\ `\ `\\\ f_ • I \ \ \ �\ \ \\ \\ \\ \\ \\ 1\ 1 / ^'� - \\\\� `\ \�_` _fit_ = —.__PRE-SERY �_SG9PE's_______- �' /i )! / ,'/ \--___________/\ \ `\ \\ \ \ \ \ N W \ \ \ \ \ \ \ \ \ \ \ \\I\ - ` \� �- __PRESERVED SLOPES_ --_ //' -- /� l /i%•i- '/ ——— `\ \ \I \\ 11 J M \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ ...1„ _ - 70 BE DISTURBED __- ________ -__________- , ,,,'/,,' / r/ ---- / 1 \ \ \ W I- V ' / ' / / i j / i 7/ / /' / ' , -' Dote/ / i �-...........,1. / / / . , /, i / ! '/ / / ' ,' /' 07/16/18/ .' '' ' ii • , . , /\ \ ` \ \ ` `\ \ \ \ ` \ \ \ \\ \ , / Scale __'` \ \ \. \ ` \ ` \\ \ \\ \\ ` \ \ . , / /' — —/—\ \ \ \ \ \ \ \ \\ \ \• \ ` ` \ \ \ \ \ \ \ \ \ \ \ \\ •\ / \ \` _ _ __ L __ _ _ _ — — �- -' '- / ,'/'' / Sheet No \ \ • \ \ \ \\ \ \ \•\.\ \ CHARS T��S/� _ / C5 OF 8 I \ \ \ \ \ \ \ \ \ \\\ \ 1 \\\\ N __-_- — --- _ - - ' / Scale: 1'=30 f/ File No 16.009 • // , 1 \ \ \\ \\ \ \\ \ `\ \ __ _ _ _ ,— :%/ ATTACHMENT B \ I t' I. `' 1 • ` J \ \ 1 I 1 1 • 1 1 ft . i 1 �,�•� �\ g a '-V f , j g iq 3-1 , =-F.:• / I / co /• ;I j it •t _44 .� \.,,o.<4\\ 5 "II' •� \ � \ t4yxxn, �'� 11• T 4 4 , \ / lie • \J f 1-1 ` X I\ 1, / \ Fri o .< 5\ / ,R X, il 1 1: ill frf N • �14vC -e"�✓' 154: • \ I 1 2 \ *VAN N I 8; 5s, •‘\ \� 'l�C \L i \i / \ /Ns, I !: j I AO _, (01:' I I N 1 i i i \ I I '7 \ I 1 . \ , tto th. 'I 1 \ / 0 Al Ii I r 1 Nit :z i • '\ \/ • �• \V / /, • ! k \ i / Y 1 t." \ /v / I c►, 4./ \, r o \ \ \ ; / % i w \ , , \\ \ Y , li1 \ \ / / , \ 1 / / \ / / \I I s cam l z , s O " INITIAL SITE IDEVELOPMENT PLAN FOR UTILITY PLAN. y� iir r_ o SHIMPENGINEERING P.C. D0 R V Rev Dote Descri tlon ECOVILLAGEChARL017ESVILLE Q - -PROJECT" - t OB/20/2018 POST PRE—APP EDITS AKMEIT Z rn o� II rn t m o I ALBEMARLE COUNTY, VIRGINIA 5v►e�' M.� ter. M L LOTTESvi�LEs vnE22902 NOS'+iMR-ENOiN EERiNC Ca k,,IN DO O O 0 O, Z ' O w � n, .w b l ,r1 LANDSCAPING NOTES a 3 SIREETSCAPE REQUIREMENT(SEC 34-870)k ARB DESIGN GUIDELINES 4i a�" 7 ENTRANCE CORRIDOR STREET 35'O.C.k INTERIOR ROADS 40'0 C. 0.' 910 lF ALONG PRIVATE ROAD=23 SHADE TREES REWIRED 27 PROVIDED // \ CANOPY REQUIREMENT: o / 10%OF TOTAL SITE AREA y, w n O 10'(6.518 AC)=28,392.4 SF REQUIRED TREES TO BE PRESERVED \__�' �i S> REQUIRED LANDSCAPE TO BE SHONN'MTH FINAL SITEPLAN W k 1 ">\\ LANDSCAPE SCHEDULE [� i n F O Plant Planting Type Min. Quantity n i a Symbol Cal/Height u � � 0 I � Large Shade Tree 3.5' Cal. 64 Low Growing Ground 12, THQo , Cover Mix ,� t / �JUSTII HIMP � �' 7 Y �// V/ NOTES: I4 45183 ...\. I "�;� �, 1. D op etl trees and shrubs P Closer l to apply mulch bedding mound all r as dA All other lantlscaped oleos shall be sotltletl I , 1 All site planimgs of trees and shrubs shdl De allo.ed to reach and be ma ntmned at,mature BgSL /------------- 1 0 l / /�/ height,the Copp nq of trees�s th at't a Shrubs and frees shall be pruned mn molly and 1 mly to rapport the overall health of the Dlanl ,�'� ) 1 �\ / 3 Cmopy tram 10 06 growth. 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I IP B I =111=1II=111=1.11=-II=11=1 I I11 i11 = = 1=I-1=..=1= 07./16/18I111II I I 11 I 1_ I I - 14i=.1 I I=4T-I==1=I=- 1II= I=-=1I= 1=11=I==1 1i.== I I I I I Il 1 I I �I1II II I II 1I II �I �I I111 1111111111 �1 I1 11 11 11 IIII�I1 1 Ip ScaleII II II II II II II II II II 11 II II II II 11 II 11 11 I I II I 11 1 1 11 1 1 1 11= 1 1 1 I E1 .9i N/AII II 6==n I T Icn ll B 1 -1111 1 011-116 11 IIII=II11-III III 11II=--III-IIII IIH =111=111 II II II II11=11 1 1 II1 III-IL=1 II B -I 11I ILI I I= II II-1= - 1111 i Sheel No 0 VEGETATED PEDESTRIAN STREETSCAPE - PRIVATE STREET A EXAMPLE C8 0F8 1"=10' Ede No. 16.009 ATTACHMENT B SHIMPPROJECIVIL ENGINEERING CT MANAGEMENT LAND PLANNING ENGINEERINGa August 20, 2018 (Resubmission 11/19/2018) Ecovillage Charlottesville—Special Use Permit Application This request is for a special use permit in an R-4 zoning district to allow for disturbance of preserved slopes for a private accessway in accordance with Section 18-30.7(4)(b)(2). Project Overview: Parcel:TMP 61-210 Existing Zoning: R-4 Residential Steep Slopes: Steep Slopes—Managed, Steep Slopes-Preserved Total Acreage: 6.518 AC Comp Plan Designation: Neighborhood Density Residential(3-6 DUA) Requested Zoning: Special Use Permit per Sec. 30.7.4(2)to allow for disturbance of preserved slopes for a private accessway Project Proposal 'We envision humanity living in a peaceful, healthy,joyful, sustainable,just, compassionate and very alive world. We envision people living intentional,passionate, and compassionate lives that nurture themselves, others, and the earth.' —Ecovillage Charlottesville Vision Statement Ecovillage is a unique and innovative subdivision development,that is looking to promote appropriate density, pedestrian friendly access,and community oriented housing within the development areas of Albemarle County.The proposal is for 36 units on a 6.518 AC parcel.A special use permit to allow disturbance of steep slopes(preserved) is requested to allow for a new entrance to be located at a safe distance along Rio Road East.The layout of the development provides for pedestrian oriented streetscape frontage for the homes by locating all vehicular traffic and parking areas along the outer rim of the development.A network of pedestrian paths weave through the development, promoting connectivity and walkability across the site's 70 FT elevation change. Granting of this request will allow Ecovillage to develop in a manner that is appropriately scaled,cognizant of the safety of residents and guests when accessing the site,and primarily pedestrian where vehicles are secondary to the internal pedestrian connections. The property has 18,609 SF of managed steep slopes and 56,871 SF of preserved slopes. To develop this property at a density that is appropriate,efficient for the development areas,and provide a safe point of access,the preserved slopes are projected to be disturbed. Consistency with the Comprehensive Plan Ecovillage development will comply with the Comprehensive Plan in a number ways including: ATTACHMENT C • The site is located in the Places 29 development area and designated as"Neighborhood Density Residential" in the Comprehensive Plan. Places 29 envisions density for the area at 3-6 units per acre,consisting of single- family homes and townhomes. o Ecovillage fits into the"Neighborhood Density Residential"vision by providing approximately 5.5 dwelling units per acre,through a mixture of single-family homes and townhomes. o Ecovillage will contribute to a variety of housing types in the development areas by having both attached townhomes,affordable units,and detached single-family residences. o Ecovillage explicitly contributes to the expectations that the Development Areas will"[promote] density to help create new compact urban neighborhoods"and will have"preserved natural systems" (Alb Co. Comprehensive Plan 8.3). o By reaching a density of approximately 5.5 units per acre, Ecovillage will be utilizing the land efficiently as to not prevent expansion of the Development Area in accordance with Objective 4 and 5 of the Development Area goals. • Ecovillage excels at meeting the 2nd Objective of the Development Areas, by carefully considering the site and design to promote a healthy lifestyle. o Ecovillage is organized in two community clusters, an outcome of terracing the site in response to topographic considerations. o The homes are spaced at a width of approximately 40'-50' between building facades to provide a more human scale to the streets. o The proposed pedestrian streets provides sense of safety and community connectivity throughout the neighborhood.The pedestrian pathways also serve as fire access. o The parking has been located at the periphery of the site,to highlight pedestrian connectivity within and between the homes. o The arrangement of the homes mix all housing types to promote a mixed and diverse community, rather that grouping all townhomes or single-family dwellings in isolated areas. o At the heart of Ecovillage is a community center and open space area.The community center acts socially as a hub for community activity, and physically as a bridge between the two residential areas, inviting connectivity/mingling across the development. By providing the density the Comprehensive Plan calls for, integrated pedestrian connections, and considerate site design Ecovillage is going beyond meeting a public need and providing a new model for housing in Albemarle. All the elements of Ecovillage work to add up to promote a model for healthy,sustainable,and compassionate lifestyle. 2 ATTACHMENT C Description of Surrounding Properties Ili e� l ,4,,,,,R� j Y)L^H: ,lira_ ♦do,! T -;:' ; ,1 J-- va-' ,,,...7YV\ ! .. \ /, . i yr%11 .1111lier. 1 'C4, F0411 L. C/ I \o, +i 4111'�Ij� u .3`' i :4„,1 s cx:r ....'),,,,, i)'4 „„...........''. hi4,7 .' I /';',.* <., .:. ' N, --7'. ; *'-- '''",ifiat4p , ... .1, -,:„ 1,....,..• /0 ;vine City / wed),tool. , . n ich Me GM s G/S neMei. \/ a I:74 t�4„11r•,vp^, 2Q? ' G,� ,,�,c?. �f,Ni',�A ilt ''' *( ' ,____j''-''''''-,* 4114 / 'e 6 +. ts111111r: , ZF`.. •t.� �41;� The Site is located adjacent to Rio Road E and the surrounding context is primarily single-family (Rockbook Dr) and townhomes(Southampton Dr)residential.The site is in close proximity to the Meadow Creek greenway,and the character of this development will serve to compliment both the natural systems and connectivity of the greenway and the existing residential areas by developing in a manner that is respectful of existing topography and environmental resources and by developing at an appropriate density for the development areas. Impacts on Public Facilities&Public Infrastructure Ecovillage will add considerably less impervious area after construction than traditional Single family dwelling development, and will take steps to use/reuse and retain water on site. Stormwater detention pipes are located under the proposed parking to best use the topographic challenges and provide required parking quantity and slopes. Walkways through the development allow for pedestrian passage across an otherwise dangerous sidewalk condition along Rio Road East. Connectivity is central to the Ecovillage development,with serpentine paths winding through pedestrian streets and connector walkways across the sites.The pedestrian streets will be designed to meet fire access requirements. Impacts on Environmental Features The preserved slopes associated with the Ecovillage site were previously bisected by Rio Road East,cutting through the steep slopes between Meadow Creek and the Ecovillage site.The existing condition of Rio Road East having disturbed the continuity of the slopes may call into question if the nature of the existing slopes on the Ecovillage site meet the purpose and intent of 30.7.1 of the County ordinance.As the preserved slopes on the Ecovillage site are part of an earlier disturbance. 3 ATTACHMENT C Ecovillage will impact environmental features, but has taken care with the design and consideration of the context to design an appropriate entrance and avoid detrimental effects(30.7.1).The 6.518 AC site presents topographic challenges including preserved slopes bordering the site,as well as a 70 FT grade change. In total the project proposes to disturb approximately 9,777 SF of preserved slope of approximately 56,872 SF existing on site.The disturbed slopes will accommodate a new entrance, parking,and adequate traveway widths along an existing structure.Through thoughtful design and onsite stormwater facilities the development looks to be respectful of adjacent parcels during and after disturbance of slopes as to not cause any detrimental effects. • The proposed entrance from Rio Road East is inadequate to meet VDOT standards,considering the additional traffic from the development,the current speed limit, and the required site distances. o In order to meet current standards,the entrance will be moved west along Rio Road East. o In order to appropriately locate the entrance a left and right-turn warrant analysis for Ecovillage has been performed off of Rio Road East between NCL Charlottesville and Pen Park Road(please see attached documentation Exhibit B). • A historic house on the property is proposed to remain,which will provide tourist lodging. In order to fit the travelway, ROW,and required setbacks between the existing structure and the preserved slopes we propose to narrowly infringe on the top of the slopes.The additional space will allow for required spacing, but primarily allow the vehicular road to remain on the periphery of the site and allow the preservation of the existing house. • The parking areas for the residents only impacts minor areas of preserved slopes,approximately 766 SF. Ecovillage seeks to adhere conditions outlined in Sec 15.4.1 "Environmental Standards,"by preserving ten(10)to nineteen (19) percent of the existing wooded area of the site. Existing woodland on the western and northern corners will be preserved,as well as all wooded areas on undisturbed slopes.Total undisturbed woodland/area is 49,237 SF or 17%of the site. If you have any questions please feel free to contact me via e-mail at Peter@shimp-engineering.com or Justin Shimp at Justin@shimp-engineering.com or by telephone at 434-227-5140. Sincerely, Peter Russell Shimp Engineering, P.C. 4 ATTACHMENT C :„..,. ,:,:::::i:::,:::::::;.::::•:::::...::::‘,:::: N.----------„,../ .i e.„ •,... TTT . . • .. ..... . • ... • ... 0 , •: .://l....;:l.....; ..4441114 0 . 1, ..::"•.,•....... .. ' • ' I. • ••• •;7•. 5..,. .. • -" • • • .. I ..r...,t,:...:.;::::::i.l....:::::.... ... .....'......11..1,,.. ' ,,............i p 4.fi.,,:..........:...........:........9 ....• •••.....4:...."4......„....:, ..s..,,..:,.... ..: ... .... ... ..: ...: ..: .......:..:::.:..,.:::::.,.:::.:„.::,::.„....:::„:„....::.:::,....,.„.....:"..- - ....,..... :..,,,,..............„.,...,:,.........,,...,,,.. ,...,, ,‘,. ..„.,... . i min • --7: 011Pliow- . • Ell art ;ifil 'P""8"1"Nl ..r1IMIONONNNlimmir I: ' iiir ,.. li. , _ , 6millillmi CPD1 SPACE gl S. tallii jt19 • tbk It Mill • Mk',_..- ..A.....,,,:".. � t :\ si.:r. • • �• A•}y••S{j•:V i •. 'y 4,.%,*ii:V'A 'a • • ▪ `i+:;" ';�?{:;•;' `•:l tear?•:'': ;T:y;.•tip:;• tip. 9i}x ••:i. .i. ri': •1 is 1 x. li v• ,......... }•.lax:,:.:.." ............ ,,. ,.•:.:........ .a:•:•,,.:.,.:•::.... :•.v:�:.: ...::.v.:; ..m,w;�::••., ,:w;..n,.:�v;•,,w�::....:,:�:::...........:�:... a... a...�:i.�?i:.:v.�...7:\li....a:x�..:.,:w:...,..:•.�......:.:�..... ........ ...... ..,n::v.::::...nn:::•n:�xi:,::•.,•,;:v:......a::�.......n. ...:.�;;...,:v:n,.......i.,::,::si::v:}v• n s CHARLOTTESVILLE CITY ECOVILLAGE CHARLOTTESVILLE SPECIAL USE PERMIT: SUPPLIMENTARY DOCUMENTATION • NARRATIVE SUMMARY • PRESERVED SLOPE DISTURBANCE • EXISTING AND PROPOSED STORMWATER us( i to A ATTACHMENT D SPECIAL USE PERMIT: NARRATIVE SUMMARY Requested Zoning: Special Use Permit per Sec. 30.7.4(2) to allow for disturbance of preserved slopes for a private accessway 'We envision humanity living in a peaceful, healthy, Q `� o`\ joyful, sustainable,just, compassionate and very o r �� ,��` RO°'eRJ. ° "�/ �� I alive world. We envision people living intentional, ' UN moo. •°• a R o° ` .! passionate, and compassionate lives that nurture o. Fs themselves, others, and the earth.' ♦♦�c <6I j \1, f �` —Ecovillage Charlottesville Vision Statement m,. l�� A ♦ / ��i t rii It' Ecovillage is a unique and innovative lipo . akN subdivision development, that is looking to promote appropriate density, pedestrian friendly access, and la ' 9�� community oriented housing within the development ` °o °°o ..,�.�,., areas of Albemarle County. The proposal is for 36 . � ty :. units on a 6.518 AC parcel. A special use permit 41 l wog` TMP 61-210 ,t to allow disturbance of steep slopes (preserved) is -- — ,.' _ _` requested to allow for a new entrance to be located -_ ; at a safe distance along Rio Road East. The layout ., of the development provides for pedestrian oriented ), o streetscape frontage for the homes by locating all ,• $cn N vehicular traffic and parking areas along the outer ,, /649*�rim of the development. A network of pedestrian :, Charlottesville City paths weave through the development, promoting connectivity and walkability across the site's 70 ® A Using the Identify tool, a click inside the City to launch the City's GIS viewer. FT elevation change. Granting of this request will / A 9 allow Ecovillage to develop in a manner that is / o �� appropriately scaled, cognizant of the safety of P ; o , s residents and guests when accessing the site, and '" /^. ; °:; primarily pedestrian where vehicles are secondary to Parcel: TMP 61-210 Image from Albemarle County GIS the internal pedestrian connections. Existing Zoning: R-4 Residential Total Acreage: 6.518 AC The property has 18,609 SF of managed steep slopes and 56,871 SF of preserved slopes. To Proposed: 11 Single Family Homes develop this property at a density that is appropriate, 25 Townhomes efficient for the development areas, and provide a safe point of access, the preserved slopes are projected to be disturbed. * Copy sampled from Special Use Permit Application. Full letter has been provided to County separately. ATTACHMENT D STEEP SLOPES: PRESERVED SLOPES • Existing entrance does not meet VDOT standards for sight distance (recorded speed) or stopping distance • Proposed entrance meets VDOT standards for sight distance (recorded speed) and stopping distance • ' ' ' ' ' ' / ECOVILLAGE▪ PRESERVED SLOPES DISTURBANCE EXHIBIT ,i // // ;/ ,/I / , / \\\\ • \ / ' / ' / / /' / ' / \ \ In total the project proposes to disturb approximitely 9 777 SF ofpreserved slope of approximately /,/ ,/, / // / , , , i / / / \`�\ / ) `\ // p J p p pP Y pp Y '/ '; ' / / / / / / / 4 \\ \; ``, / 56,872 SF existing on site. The disturbed slopes will accommodate a new entrance, parking, and / // / / / ; / / / - / / I I / / , , / / / _._ \\ \\\ \\ \ adequate travelway widths around an existing structure. ( ; / I / % / / 1' - '% / / /-\ \ • ) \I Proposed contours are turned off for clarity, see SDP 201800056. I I I I I I 1 ♦ \ \ \ . \< . I , . , ' ' I ' I ' I % l 1 /I 4.-' PROPOSE ENTRANCE `.`.`.`,\ i / \\ --- 2' "//, I I 1 1 I , , ç ;;. / / , _-, \\ \ \ \ ♦`\`. (/ / , , / / I \\ \ \ \ 1 1 `\ \I I I I . / , , \ \\ . l \ / / / / , \ \ \ 1 I 1 \I I I 1 I / `� l ^ I 1 1 \I / / J / _ '_- / 1 ` 1 1 I / 1 1 I ► 1 I 1 I I 1 f:'{:.4 I / ::-._ I / I ----------------=- �>�` _ _ ''• 1 I I )' I 1 1 1 ( 1 1 1 1 I .• • I / / ► I I l I I ----- _____--- -> —\ ��`. ,�`. \s.\ \ ( I / / I / \\ I I I I I I \\ 1 :.. 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'4:'•'-:..n+_......`^s..•::.....:�.......w:_.... ....+::. .........: v.•.:•:::i::; :-•::'.•.:.•.•.:•.•.- _•r..... _ _ •-_ ...................... .............,PRESERVED 9APES.�::.'::��:•..... .. \ \ \ \ TO BE DISTURBED - -- - ' 'i',',' , / • - .. , �/ ATTACHMENT D PROPOSED ENTRANCE - SIGHT DISTANCE & STOPPING DISTANCE • VDOT has been contacted concerning a sight distance waiver __ _ _________________\ \ / .c \ \ \ \ \ \ \ \ \ \ \ \•t, \_ \\ _--� / / // / / / / - I I �` / � \ \ \ •\ \ \ \ \ \_---_�� / / / / , A. t \ \ \ \ N / / / / t I . li Spit . 1 \ „,,,,,,,,,,\ _. / -� . � \ HEIGHT OF \\•\\\ `\ `\ \ ��\ \\ `\ \\ \\ \ \\ \ \ �' -'\ -' / / • / ::\ \ / I I 1 1 - OBJECT=379.5'. \ \ \ ` \ \ \ \ \ \ • \ �� _ .. / \ \ I ______:>,,../ , \ \\(\\. / • , lirr ----:::---..,'•• •, •N \ \ \\••\•• \\•,\ ii ' 1 \ \ • • ———— `�\\�\\ \ \``\\ /N 19q•��9�,• \`\\\�\\\\ \\\ / NEW CG-6 \\ II \� \ ` ' '�� 1\ \ '�t 1 \\` // , \ — :6• •-441Il1i4tgiflif ,I __—------------- - \\ \ .\ \\ ,\,1,',1 \ c '� S `\\ \` \ \\�\ \ \ \INCRE01 ASE \ ` . 1 1 T -- \ �. \\ . II\ •S/ \ \`\\ •\ \ \\ \ ROW IT- ® 1 1 `� \ \ \` \ ill • \ AlVAllg. • • i 1; 1 14411 �� \`• \•\ \ \•\• \ \ . \ \ \ \ \ \ 111% �� le_ \ �� ` \\ \\ `.\ \`\ ,` `. \` ` \ \\ \\ \ \ LEFT TURN Q , �, 1 I 1 4� \ ` \ \\HEIGHT OF •\ �\ \ N` \`\\\\ \ \ ` LANE (35 111)k lei lyiI 41/141il \` �\ 1 I \I • 1 \ OBJECT=389.5'•`\`�;`\ \• \`\\\\\,\ \\ .PEED)SIGN ' .4441, �'1 \ 11 \ \ 404100;001:tss 4111&WA!' Ar 1114-1 , , __ 40 _-----_, , ____ \ \ \ \\\ \• \‘ , 1_,\\,...\\\.\\-\\\\\\\• -\\\\\.\\\\ * ssx :\: ,,,...../. , , \ , , , \\ \ \, , ,v,„\\\\\\\\\\\\\\\,,\\\\\\ . s . E0'' .\\7111 R\\ \\ \ \ I I YE 5\� \ •\ \ II I \ \ \ \•�� ` ` \ \ I \ ` ` \\ �� 9. 7 \ �///\ \ / \ 4 riff/i, "'', 1/4, ,,, , 41* _mitt: i \ \ 3 \ �\ \ ).4*Nt / %414** aill. "1". 'i \ \• \ •\ \ \ `• \ \ \ ♦ \•\\ \\\\ \ \\ ` \ \ `u \ • < '/ /� \ c 390• -EX. SIGHT '. PAVED \ \ \ \ \ \ \ ' F'' S DISTANCE ' /' ��\ \. \ •\ \ \ •\ \ \\•\ `\ \\ \ \ \\ \\ \\•\\\\\\ \\ \ \\\ ' / \ \3 up, .� , SHOULDER // .\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �/ \ \ \ _ EASEMENT ///i' \ \ \ /`\ \\ \ \ \ \ \ \ \\ \� •\• \ \\ \\ `\ \\ \ \ `\`\\ \ \,�\• \ •\ \ . \ • ,/ ��(� \\ ` \ � _ I • / ` \\ \ I \ \ \ \ \ \ \ \ `•\ \ `\ \ �\ - _ �O ---/ I HEIGHT OF I // ,� \\\\ 1 •\\\ •\\ •\\ \\ •\\ \ •\\•\ \\\\ \ \ \ \\\ \ \ \ \\ \\ \\\ �\ \........ . NEON I",„� � ,- �� •BJECT=413.5.' 1 / / \\\ I \ \ \ \ \ \ \ \ \ se,\ C \ \ \ \ \ \ \ \ \ `\ \\ \. �\\ \ - \\ \X \ ��` �� ' EX.`WHITE i -/ �\ 1 \ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \\ �� i / '� '� � \1 �� ..... -� .\�� STRIPE / \ `\ \ \ \ \ \ \ \ \ \ \ \ ` \ \ -- •/ • \ 1 • \ \\\\ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ \ \ - / '\ \ \ \ ' / \ \ \ \ -- . - // / „� \\ \ I INCREASE \ / L \ \\\ `\ ` \ \ \ \ �\ \ \ \ \ \ \ \ \ `\ `\ \ . // / / / �\ \ \ \` \ \ \ sr' 1 ROW WIDTH `\ \. — ------ //� i----\ 'N. \\\\ \\ I \\\ \\\\\ `\`^~\ `\`\\ `\`\\\ \\\ \ \ \ -,\ -� \\ \\ ...... — // /// . //,I 1 1 1 1 \\ \\ \ \ \ \\ \♦ `\ --____` ' �\ \ \ \ \\\\ \ \' \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ - — //// / / 1 1 I 1 \ \ \\ \ \ \ \ `\ \\ \ --- `;— •• / // /-- ' _ ........•\ `\\\ \ \ \ 1 \`�\ \\ \\\\ \\ \\ \\\\ \ \\ \\\\ \ \ \ \\ — —/, // / / I I I 1 \ \ L9\\ \\ \\ \ \\ \\ \\\ �\ \\ \' -- -- --------------- /i /_ '--�\ \ \\ \ \ \ \\ \\\\ \�\\ �`\\ \\\\\ \ \\ \ \\\\ \ \\�\ \ - --_,/ / /////I 1 \ \ \ Q \ \ \ \ \ �- \ \ �. - -�- // --- \ `• \ \ \ \ \ / \\- \•\\ \ •\\`\ \ \\ \ \ •\\\\\\\\ \•\ \ `-------- --'-/ / // \ \ \ •\• \ `• \ \ •\ \ \ . ---� POTENTIAL AREA OF DISTURBANCE REMOVED WITH RECEIPT OF VDOT WAIVER 1"=50' 'N\ ATTACHMENT D ENTRANCE: SPEED STUDY • Rio Rd E. average recorded speed is below the posted speed EPRpcTRANSPORTATION COMMUNITY PLANNING URBAN DESIGN 902 EAST JEFFERSON ST.,#101,CHARLOTTESVILLE,VA 22902 MEMORANDUM TO: JUSTIN SHIMP,P.E. FROM:BILL WUENSCH,P.E.,PTOE The speed report for this data indicates that the 85th percentile speed is: ORGANIZATION:SHIMP ENGINEERING DATE: MAY 11,2018 • Easterly Count just west of Agnese Street was 29mph for NB and 31 mph for SB Rio PHONE NUMBER: SENDER'S REFERENCE NUMBER: Road. ' Re: Rio Road Speed Study YOUR REFERENCE NUMBER: • Westerly County just east of Atwood Lane was 30mph for NB and 29 mph for SB Rio Road. ❑URGENT X FOR YOUR USE ❑PLEASE COMMENT ❑PLEASE REPLY 0 PLEASE RECYCLE A graphic illustrating the locations and findings is shown below. The speed study data reports are attached. PURPOSE EPR was asked to perform a speed study along Rio Road in the vicinity of a proposed entrance , that will be located in the section between Agnese Road and Alwood Lane. At SPEED STUDY s '' Rio Road is a rural typical section two lane i. `7'__ ,Iftt roadway that connects downtown .. , -- Charlottesville's Park Street on the south to ; ��- �R ;: 2931 mph southbound • Route 29, and points west, on the north. Rio ;'-- r } ; ; Road is classified as a minor arterial roadway '- � +, `' per the VDOT roadway classification mapping. 'RI :` >; F__ The posted speed limit is 35 mph. , " `•, , , i� t .�M 13s • 30 mph northbound 1. • i 29 mph kir Nt,1 - .,- ,--'-iy The speed study was conducted utilizing two ' p .? .,,�,m,; �-e:_e a .. s es automated tube counters. The tubes were _- - - 4�` Goc^,k r i 5 s .� • installed approximately 155' east of Alwood - Lane (westerly count) and also 135' west of Agnese Street (easterly count). The easterly counter was in place from Wednesday 4-18-18 through Thursday 4-19-18, and the westerly counter was in place from Tuesday 5-1-18 through Wednesday 5-2-18. Note that both counters were originally placed on the same day but the westerly counter had a tube failure thus had to be re-set for the 2nd count. This data provides END OF MEMORANDUM 48 hours of counting at each location. Attachments-Speed reports *Full EPR PC report has been provided to VDOT. Full report can be provided to County upon request. ATTACHMENT D 1 r STORMWATER: PRE-DEVELOPMENT , J r The drainage area to the ditches along Rio Rd E. reaches beyond the --'2f( ►, 1 ! / !/; / ///,' % f %// r-- , ; , { /,' 1 ,�( �L --/ ` /J i I `/ /, JJ j Ecovillage property, to a total drainage area of 10.7 AC. Improvments / 1 ; { f ,: f �-� 1,/ e/il / ; J L. alongRio Rd E. will take into account the larger drainage area to address // / I f a j%� j�/ % r� 'Jf/i /� _ 'downstream erosion. Currently the conditions along Rio Rd E. do not . ;,/,/`—`; ;j / / i ; `- �/ fj�,;;� / ��; = ��, { ;(1.111-7-__... ade uatel address stormwater draina e in the followin was: 1 1 --- - -\ / ‘ 1 j//• t�- I ��1�11 �1 1 \� \ ; f , I I{t 1 {I t�/'j1�1�\ ` :\ -/ \/ / / 4 1 // \ \• Inadequate drainage ditches along Rio Rd E. -- -� ' ` ---.� j �; { ({; , ; 'f/t;� : ;f;�\ \ tip\/ --- _ ' / II(1 • Lead to overflowing ditches and erosion , ; \ ;, `� -_� , ,, ....- ' 1 , 1./, /'//\`tiw `\\ �; • Clogged and inadequate drainage inlets �,i /..---\\\:\, ,-_- ` ,: 11 ..\ ` _ \\\I \ '\ ter--_ Xer'id �_�__,_-_,-- J i' ,1�\` ��\\\ ^\,\�'1 ,`�"` ��• Lead to backup and pooling � \� ---� ,� `�0 �\ 1 \ \\\ , , \ \\ 1 \ .,,. "�.,` .`' ,-_- -. ; 1 \ \ \ --. ` \ \ '\ ` ' \,\ --- t I . / t �\`I��\ 1 ,; 1 \ r \� `\\\�_ `\ - \ `t �`� \ \ \ \1 i\1.)I) ) 11\ 1\‘1\\‘‘‘;\, ` IIi ^_ r\ 5.2ACRECURRENT \ / �'� jl� It , ��' \ `- ,`_ _ \ • ♦\ \ \�\ \ 1 , ; ♦ °'% DRAINAGE AREA. - , / 1 `' \ 1, I \\ i \\ \� \ \♦ I 1 \ 1 it ' \ \ -�\ CN=60.PEAK 10-YR --_..� / ♦ , 1 / `` • �� I ` `A \ - v RUNOFF = 10.3 CFS vv♦ O✓i wv� �,/ 1 --- 1",t, I j I ', 1 I I,I / l V 1 `' fill f I �\; \, --_�____' � ir � 1 Ii 1'1 ,' � ' 1 1 t `� •. _i• \, fl 1 I )\ t f y '�\ `�__- t.1 ♦ _r \ /f \ - ll!/ r/1 7//10)1111 J \ \ • `� t ` , , \ -- ` \��` ` \`♦ _- \- V-ce /I \.,/---- s \ 1 1 I i / / // IV ///1// `I /\ 'i t \ \ \ \` - sue- \ •\� \\ 1____1`__ \�''-- 1/ �` �'�'l \ �I� / / f I / \ \ / 1 1 ))/ I it _ \ ,/ *\, .: \ , 005 INLET 2 - CULVERT \ .\\\ \,-:\ �\`' \ �� -'1 1 1 1 1 , / !/// /j„j�/ J�/ ' / 1 t 1 r /�' \ \ PEAK 10-YR RUNOFF AT �� \ t ` ' \ �- / �� \\\ / /)6110 / '• �/ Ili/ /� -- � \ 3.6 ACRE CURRENT `` / / / --- - . \ \ \t \ I \ / / 1 •\ � \\ / INLET 2 = 17.4 CFS . ., \\ \\ ` \ f / / / / /� +� �i \ • ♦ \ � , •. `,,. �,\ \ \ \ DRAINAGE ARF_A TO *, \ �. / / /� / / �/ / 1 \ ♦ \ / •� I \\s\ \ \, \ CULVERT.CN=58. -- /41111 \ / / / / / ! ` \ ` ;' (( , \• , `. �\\ \ \ \\`\\\ \ PEAK 10-YR RUNOFF AT , 1 -_i !/// / JI' �'�1 , t j{ ` / ` \ / , i ,.._.._� \ \\ ..\ \\ \\ ` CULVERT = 7.8 CFS ..l ✓jf i / / / '/ I / \\ 1 `\ ( I r t %j / ▪ , \ \-��\ \\� \\ ; l •-- �� / / / it /. / { ' / \ 1 J/ , 1 % ► E \ . \\ ` - ' J 1 / j / - l / / •I .%% \ 1 \\ \ ,� \� \\ ♦♦ \ -- -"" - ‘ \ 1.9 ACRE CURRENT ' / /j / / 1 / r % !45i"/ \ if _ ` ,\ \ I \ \ \ \ \ , \ \ 1 DRAINAGEAREATOINLET1 l \ j f--' \\\, \ \CN=51.PEAK 10-YR RUNOFF ,,, / / \ J/ 1 \ , iN, if /� / / �� \ \� , •1 \• \.�� /j , 11 \ ATINLET1 = 2.4CFS ./ j /// , NN \` // I / f Ir-= •� \ I l / '` \\\\\ \\ '� � i \ ` ` \ \N .��' -�li �l' / I ( �jl'�J/ • j% / • , \``\\. \\\` `♦\ `\ \\\ \ `` \� \iii--- j ' \ t `\ \♦ '��__'-- �'/--- j / I I '1 �•.- IIf' " / / ` / _ ` `\ :, ` �--�_ - ,/ N , \ \ ,/ \ _ \ :\ . \ / < \/) ' /id" /\ N:11 1\ k e, ,/----,;::: •'•••N t..‘ k\ \,\ ‘ ),... ,..,_,.......#f., / 1 - i 's>: / ; // A \\\\ 1 . , i . < • //" ,ii A__,\ ; 11 . 1 1%,,,-\\‘ '‘ .......::\\\.......:,. .-: ----__ -: ..‹,:-..:::: .‘‘. --..... ; ,/,/ // ) \,)/ A 1 /Ji i \ \ \ ' \ •\\\>:---.„-- .. :/ N� � %' / // t I/ / hr /,_ ,. - ,\\ _ ` \ :\.- "">, i/ ,:\ �:\ \ � "._ / ,,I . ;� / ! `\ ATTACHMENT D i STORMWATER: EXISTING CONDITION SCHEMATIC • Existing inadequate drainage along Rio Rd East is causing adverse impacts to downhill properties, specifically TMP#61-190. • See following sheets for photo evidence at locations A-D , \ r , ( I \ r \ \ \ , I I 1 1 , 1 1 \ \ \ \ \ \ \ \ . \ \ ,\ \ \ \ -\ ----____' . \ . / I ` • \ / —\ �\` -. \ ` \ \I 1 ' 1 i I 1 1 I I\ \ \\ \ \\ \` \ \\ \ .\ ' _ \\ .\ \\ \\ \\ \ \ \\ \\ \ \--.., \\ ' '/ ,i `\ ` \ \\ \\ •`I`\ \ \\ \\ I 1 1 1 \\ \ \ \ `\ \ \ `_--__-_ -= AL WOOD LN -- -\ \ \ • `--, - , / ,// / , \ ; 1 \ ` \\ \\ I 1 \ 1 \I \\ `\\ `\\ \ \ —\ _`_`--------- _ \ •\ \ \ ` , ) \\`♦ \ \ \\ ,`_-- \ \�'/ ` / •`\ . \ \ 1 1 \ \ \\ POOLING -____----�-� -- \ \,\ `.` \_- , ; ; �, / , - 1 .` \ / \\ I , `-- ------ \ ' —`= B /' , \` \\ \ `\ \\ \ \ \ `\ \\ , ``\ `\ \_-- —\\ \'''�_ , / / / ` — `. • \ "" ECOVILLAGE , , 11 \ \ i \ • au�,,,,—fit ``* , \ ` \ \ \ \ ♦ \ — - / "f' \ \``_ ''' /` 1 1 1 I I ,' \ 1 / 11 "e _ = :- `, -y-aq'`u.., POOLING \ ` \ /.—"— , , , ; \ /. I ' \ 1 1 , T1_4* \• ''•NS •\7\ \ /I \ 7• 77 \ \ - , , / / ;- -�_ ♦ `.`l1 \ ,\ \ ` � `,,• •\\ V , \ \ \-` \_----- 1 \ \ �, ./ ,; / '='/,/ /� -ACROSS RJO R - �\\\ \\\\ \ - .;.�`\\ iC�9 \\\ \ `\ --- ------- ----- 1 1 1 li 1 ; _ ,'.. ,•,, :\ „ I / — , - 1 , \,` , ♦ \, \ \\ 9/'-� . \ \ \ Y \ \ _ ,,,,/,,, i • / ' , _�,!; ► 1\ '\\ \\ �`; \` \,�\ ' \ � - ~ `• � `\\ \\ EXISTING ; \ -------------- --- / /?/ _ \ \ \ ECOVILLAGE ENTRANCE / ' �'-; -;,; TMP #61-190 \ 1 ,\ \\\\` , \ � , , /. ��%'' '-, \` \\\ , \\\\\\ • \ \\ \ ` • \� \ N, `\-` \ \ --'---- \ ---- 1 Ii \ \ \\ \\ \\ \` \.` / // / , / -% \'\ .-- . `� \ \, \�\\\\ 1 \ \ \ \\ ��`\ \`.\ `. ` ` \ _—'— j 1 \ \ \ \ \ \ \\ `——— // / ' ::j! • __\ \\ \ \\\\ Y,11 ; \ \\ \\ \ r. \`\ ♦' . — \,__-------1 --1 ' 1 1 1 , \ \ \ \ -- / // / , �, - `.. , \• \ \ \ 11,`\ \ . \• \ \ \\\\ \ \ N. �. .-_ --'. \ POOLING r,' \• \ \\\ ` \\` \\`\`\` \ \\,\\\``\\ \\\ \• \�`\�.� ,......1„ � \ . INADEQUATE DITCH .r/ s ; \ , \\\ . ;• \ \ . \ . ` \ ,\ �`, DRAINAGE CAPACITY , .-',^ /,. \\:\\\ ::: j \`, /II Ii, CREEK �\\ \ , , \• \• ::\ \\, \\ \ \ \`\\ ,\\ \` \ \,\,` \\` `\ \ -_ ,.i^��—...-` ,� (►�� \ �,• // ,� / i '` i i /l! �,\\ I •\\ \\\ •\\ \\ '\ \\\•\\ \ •\ \\\\\\\ \•\`\`\ \.\ \. \/ / ,_!--i\ .\ '\ r\ / c' I I �t,�/ ,/� \\\ \ \ \ \ \ \ \ \ \ \\ `\\\\\\\ \ , . ` \ •.` --_'' , , ,- ice` \\ \\ ( I `\\ �. i —_ — /\ /'' i / /, , / /,/ / .' //i i— `\ \ \\ \\ , \\\, \\\ `. \\ \ \\\\\\\\\\\\\� \ \ \\ `\ '—__ —�/�'i'/ 1 1 1 1 \ \\ \ \ `\ \ \ `\ \\ _ / //// Iiii , ' / " — . ` \ , \ \ \\\ \ \ \ \ \ `\ \ \ ,\ \\ \` \ \ \ \ _, , /,1 1 , \ \ \ \ \ \ \ \, ` \ \ ----------------' --- • • �'// 1 //l i ////, /,,-- _ `N.` _ ,\ \ \\ \ \ \ •\\\ \\\ \• \ \ ` \\\\\\\\ ,\ ,•\ `` ——— \ \ \,\\ \ \\\ \\\\\\ \\\ \ ------- --------- --- - - • //b, 1 /// , // /, ,/„ — —,`\,\\ \ \\ \\ \\ \ \ \`\` • \ \ \ \ \\\ `\‘....:„..._.:::.......:_.:-..,_....... ` I• ' 1 \ `\\\.\ \ .`. `` \ _ _ _ --- -------------------------- ------------------ NTS N ATTACHMENT D STORMWATER: SITE DOCUMENTATION 01 EXISTING EC C`. • `kp . ,.., .s r"r'' s H " 'It' v �� e{T` • � ue vy !" �' iR Flyat,+.M- Y+'M` '" . °r� � � . t v^' refs. I. , a g a`.* x - � r. . . t :( '*` . a +� ADJACENT DRIVE-WAY ' _..nor - �• 4• ENTRANCE .� ,e,1 a ..q,. • ` f° w * fit f • � �• rt, �' y 4' .. V '' ".,, w INADEQUATE CHANNEL 6 :i_., ,„ ;.- INADEQUATE CHANNEL .: e or• _ .a L •r sps , . + . ,„ . r'-..4 -,x,140,04.«,tXt'h-• '— . ' '''''''''tt** - r 11 t ,» • y- '-�ellt s. i - - - ��, ` ee h r 71 • a � s : g . r. .- v '' • ` „ -_ ,w.: �. ,. ` „y'1 A x i 4. 4 t M . d' ' y .X.a°- TMP#61-1'-,' .�.,^SE �' a , »:. .r. SHEET FLOW ACROSS RIO RD .� y 4.Y, .`. / E.FROM ALWOOD LN , .+,er e �- - ,. y > Ifir' .: , •• •` a u `e` :,. - v INADEQUATE` »" : .. r, ; DE;;T: lrr '" * _ -". DRAINAGE CHANNEL 111111111' • ta,at < - Oi ,' A PIPE aa s w•r ;_ ' ?".aOSl ' .. t CAUSESRFLOW ,w.-` tekcia"fie ii',. + t l 1 ,a• ..t s ;t.,',` .� A ►w- + •�j -! fir. + - • " 1� `:.J• It.' .j 4'I.yi> i.. �.\ - y.r ;L'£- Thy - RAIN IMAGES CAPTURED ON 10/22/2018 ATTACHMENT D STORMWATER: SITE DOCUMENTATION 02 • t 4 D--• - • , a1 • . ' krq, L___ Vi ,• ir . .",i'lt,04.,,, . :• . . • `,r ' a„ • DRAINAGE INLET E ► SHEET FLOW ACRQSS RIO RD E. , f -' ;_:, SHEET FLOW _DEBRIS BLOCKAGE . FROM ALWOOQ LN r J-. _ '�•-w. �y A. --,701% ,.,. • ' - , • :----.4-• - . "T - R -s 3 y, . s ., `�' `, Ise .. . ..ti�-_ .r - __ • _ c�✓4 _ v «'sl _ ;1<r• T� INADEQUATE • 'si` - -" DRAINAGE CHANNEL • !f . , $ e., , • ti : i . 4 s, r, r •.- 4 � . RAIN IMAGES CAPTURED ON 10/22/2018 ATTACHMENT D STORMWATER IMPROVEMENTS Stormwater improvements along Rio Rd. E. will address the entire contributing drainage area as well as post-development drainage calculations for Ecovillage. Four approaches will be implemented to immediately improve Rio Rd East Drainage, which tie into future Ecovillage runoff calculations. • Improve ditch capacity and velocity (prevent erosion) • Improve size of drainage inlets (better conveyence) • Regrade portion of Allwood Lane entrance (within ROW for better conveyence) • Convey stormwater to Moores Creek floodplain (prevent erosion) All channel sizing shall account for post-development conditions from the Ecovillage site and contributing drainage areas. All storm runoff shall comply with DEQ and VDOT regulations. SUMMARY: Overall objective is to capture more stormwater run off further upstream of existing inadequate areas. INLET 1 - FLOW INCREASED BY 12.9 CFS (740%) • More area rooted to inlet 1 , inlet size increased CULVERT - FLOW REDUCED BY 5.0 CFS (22%) • less area to culvert, improve ditch INLET 2 - FLOW REDUCED BY 4.8 CFS (56%) • less total area to inlet ATTACHMENT D STORMWATER: POST—DEVELOPMENT \ \ ,, \ `, — ��.� _ . , �j , , , / ,— t ,f` \ \` \��,` ;;N\‘ / f;, \, \`,\`��`_._ ; / ff,-- j \- --'f ' % '% %�%' ▪ ' ! % ,I ,/ N ‘\\W\ \‘‘ 11 '1 ,// i 7'''-. ‘..‘' ' N N% ''\ '''''•••,--. // .,/,' e'.. .,...-..-- //7 ri I /1 // / I / / ' i ill 1/1/ / 71/171r/r--- -----, il il ,_____________, , , , , / , , A , ,, ,, . ,,\\ , , , ,,,,, i ,...._ \ \ ..,.... „.„..„ . , ,., , ,, ,, , ,‘ , 1 , 1 ,_ \ \1‘ ‘ \ \\ i'% \\ ,....,,,,,s,... ---_,.......---; .„--, if , , / , i 1 z---/,/,', / / ,,, , / ,, , , ,„,, / ,..„--,...11 , I , ,,, , , ,, , , ,,,, \ , e ;;;;" ,eil 1 1 i 1 / 1 i // :y • , • i (,,_.- 1 t i ; :•,:,\\\\\\\‘':\\\ \ ,,‘ \ ---.....„.„....---„..„<:------„.„- - ... „.." i / i / /1/ 1 . , (--- 11// / //,''/V/ 1 1 \ \ \\s \ \ )\ ‘ ) \ \ ri: ' KNk,....\ ' i'N\ .;,;,, /// i \ fI „I,ll,f,�L/` \ 1 \ \ \ ✓' i_,.-'�%- ,-- / 1 / '�'/ / / i / % % �� 1 1 1 1',; 1 / 1 \ \ \\ f i�� i—/ / / ▪ , /\ j , ! / /i / . �, - '� \ I 1; , l 1 1 11 1 / 1 ` \ \ \ �'/./� --✓ / ,--ice / / \ / i ` , / 4 , 1 I ( ' -----• %, \ , 1 1 / / ",,/ 1 ` \ \ \ 1 i i / � 1 \ f / \\ 4 '\\ 1 �\ `,. ,Z4 At Wag ,\ ...\\:,,,,:i 1 \ 1 1 / ' ( / / f`/ ,\ \ i ' 147:r \J -iikviiill 1/'I;r 1: 11 ilqii ,:--. ,_, _ N., \\ I i i I i I 1 , ...,..1:„.....z..., /,,,,,iptio, I\\(1 , i , \,,,(/, ,..,,,,,,,,r,, .., \\ ....... v,ip \ Hi . ‘ , , i . \ s \ ___ .4" __ • -,,\‘,1 , , \ \ ,‘ \ c\,:,_ .\\ ,__:___________. ,,,,L., \-... t 1 1 ...s... ...' 1 : 1 . I I .... s.......:''''S..T.NN‘ . I , \ I \ 1 \ \ ‘ I " /*// ....s....1..;..........<2.' ,,o,AlklAp \ ii % \‘‘I i N .. \ .......,.......„,...... ..\\\,.....<: S. I 1 I ! ......, \ N''N,......„ -"s.„,.., "\ \ \ , 1 ' s- s \ \ ‘ ' \ \ 1 , ' \ \ \ \ ‘ \ -.....- -,.___._. i i/P\VIII, '411W4M, I \ % 1 i , ,., \ i i i , ....--....„_ \‘,.s Ns \ \ \\.\\:\ \\\\ ), % s \ \ .......,,, \ \ \, ti • i;1 % _------_--<:,..... ) % , 1/4.....:---------,„ \\,,, \,---------- / 1/#44k Vriiii \\'‘\ \' \ ‘0,,\ \\ ",\:-...--„:":_ze, -...._ , :":•,--\--- • IP i'' -..,.------,,, ------------'''-.-- -\\ . \ ,....,_....2.......N‘\\\\,\ ‘‘ s,, \\,\:\\N, --„,_ ,`'-----.....N V 1 *Iltg4r4 \\•)\11\1\1 ‘ ',,,\II -..„, ii(ciii'..,;:,:'•-- ..." NNk•--::-,----Th\\V\ 1 \` 1 ‘ I •* ----N.,\:‘ .\\\\ \\\‘‘.\\ ‘,A______.`•____.---- 4*Nki, • t ' ;1, I I •,,,A---„, , , ....., t, , ,,, ----, N\ , , , , , „..._______-___,...------ i \ \ ♦ 1 , 5.2 ACRE PROPOSED ----- _`1"-� N�// I:\ \ 1 , 1 1 t k \ \ ` �`\ 1 I r Iil 11111,11 , \ 411041;-,111., 1 li \ \1\\ / , \ ...... '' .'_'\•.-.....-7.----.-- 1/ \\\`\ \ , I I , ,` \ \ -\. DRAINAGE AREA. -\\\ i !I I I ! ,ff, 1 , . 1, I \\ \, \ 1 1I I i \`�\ ' \ \ ��--. `\ CN=60.PEAK10-YR ..`---._,�� "\ \\\..i � \� �►��` � ` � � � �i I!i�1 j 1 � � !,!` :-' ) ! 1 �� 1 I \ \\ V RUNOFF - 70.3CFS - �\\ / ! / / \ / IIl �il( 1 1 l I I 4117', % � I '1 / 1 1 , ( , `\\ \\ , `:\� ' \\� \ ‘"........‹:\ \\ \ \✓ „4 , ��. `° t::1 \\ 777 f / %11 �1 1 l 1 f� �11 \ _--- \-�_s 1jk, ) 400! / / 1 1 'iN // 1 1 5 % 1 \ ..., --- ,/ f )� i'' iii , i // / % .......•••\ il % 411FP* \ . ------\ ' .1 \ :--. 7_77.40040/441/4...- "\\\‘,,\\\\\\ \ ‘`. ---.\--\.- fit' :----7.. ....... ,.,. \\\\ ..' -Li\-\\\l---------L-2:-:> i ir it 4 i I i %\ \ s\ ‘ \s„..,,,,,......... 7-\\____\.-_-„77":"-- , , "I-Alk , i \ Ain 4, ll i INLET 2 CULVERT ♦ \ \ \• \ f'd.' + �► Its / / / // / / / I ! ,\ `\ 1 ��i i —\�\ �\1.01 ACRE PROPOSED ` ��t 1�� If \�1� / !'/ /J//�i % 1 M \`♦ `\ 1� PEAK 70-YR RUNOFF AT.-------_y�_��\ \ \ DRAINAGE AREA TO ►�� ` I\ , �� / i i` / 1 1! \`♦ \ R 1 INLET 2 = 11.3 CFS _ \ ` \�\ CULVERT. = "�i,�� , , / /I/ ' / \ 11 /�� = \ �\ CU ERT.CN 51. ;4 , , \ \ I ` \ \ PEAK 10-YR RUNOFF AT. ♦ �� t Al / /! / / dir- \,\' ! /;// f i �� •\\ \ CULVERT 1.4 CFS ♦` .� ., 4. 7 ' / �� ! / / !% ! /1 \ j \ \ s \ ♦ i. A 8 ACREPROPOSED / ! / ! , /(1 I 1 tt �/ ./ ,`� 1 1 \\ \\ A . \ \� ` t DRAINAGE AREA TO INLET 1 i // /7y/, / jI >!i ,\\\ \� \\ �� .� CN=66.PEAK 10-YR RUNOFF 4,1 / r I� / zy, / ✓ •� \ \ \ \ ` I, -- -" .i AT INLET 1 - 15.5 CFS • \ / \\ • J`l �'�' ��_• \1 1'f'/\\♦�\\ \ ' '\ �''•. c\ ✓ �� /� /` / f// l '� (`\`\ j.: ' . i 1 /-::::---':::" (...)/ , ,,....., atib . •,_ , : _ • .7---:::--; ‘ I \ / ,-, \ \ ‘ •-\\\:\ \ /</c1N...., ///,'. ,- 1/, / I/I 1 i ."4 1 j / i A '-‘ \ \ ( 1 ,/, ,./ ) 7 e ,, \ s, ''',///ii, \\ ,N.. \‘.,.„,.\.,\, .,',‘- .,,.,,,,,,.\,7,,,\,„-\‘\ N., ,,, ,..••.••_'„;--:,.14..4 41'i' i-1,• -_--.,- .2..‹-,.'1.','..-.1.-,,.\- .,. \\ '."4‘11‘ 11\.' 42////."/7,.iJ. ilt l \;‘\‘,\ ,• \ A; //,//, ,, A i / l // i/r'- -\;-. \\ `\\ \\\. \ .1 --.// 1\,\\\\ •, /\ir \ _.�_ / / ATTACHMENT D STORMWATER: PROPOSED CONDITION SCHEMATIC Existing inadequate drainage along Rio Rd East is causing damge to downhill properties, specifically TMP#61 -190. \\‘ ‘ ‘ , ............................,,,,,...... \ \s..., \ ,,,,,,,,,, / ) i , iiiiiiiwirra! -04- \\• I i / 1 1 i I I I 1� `\` \ \ `\ `� \\ \\ \ ------ \• \ \ \• \`• \\ \ \` ----- \,i// / / / I \ / I :- , I l i \ \\ II1 1 I 1 1 `\ ` \ \ \ \ \ `\\ `\ \ \ 1 1 I I \ \\ \ \\ \ \ \\ \ \ \\ ' • • 11" ‘ ,..... • • I • \\`\ 1 \ I 1 \ - ___---- 1 _ ALWOOD LN \ \ \ \ \ •\\ \\_____, 1 _--_, 'p/ , / / R, , • % \ \ \\\\"\ \ ` -•e- "-, - --4•.. / \ \ \ ` \ \ \ ` — -' /. '\ ` j _ ,,./ • Our• �� \ `\ \ \ \ \• \ \ \ \ \ \ / rI' \ I I I - / II \ \t : \ \ 1� ..{ \ \ /• \\ \ \ \\\\ \\\ \\ \.. \ — .'�/ / ''\ /� // I 1 1 1 , ----t ' ��: INLET REGRADE - \'•L's`J��A `; `i'' )`��j;.=�; i"--,-..,_� \\_ , `\ �`.• h \ I I • \ ___ _________________ENTRYWAY \ \\••.•, \ `\, ` , 1 - / ; \ „,..." <:: ifr=7 ill 1.m--A0„II1mII6mluImiLmli-II1I.I"14 \ \ itill.., ,,,,,,-,..-_ -_--_-_____----------------__ ---, -,, -... •.,..-...,,,NIA \ \, \ \• \• ,• -, ,,,,, \, % , • ...../..,,,,-,/,„.7 ....-„-- _____--------______-:-_„....--,_ -_,-,_ --,... .., •,ii , ,\‘ • Acc \ \\, •• • c.... .e....,\ \ \ \ • . is"---1 , I 1 \ f `,.,' :-', t / • - • • •• • • ' ( 1 1 1 ,' —/ , - \ , , \ \ \•\\•\• \ \ �. , ,QPROPOSED I I\ \ , _,_, V." I I\ \\ \\ \\ `\, `�\ \,;`\ \\\ - .a \\ �,\\ �� - \::\\ \ \ \ ECOVILLAGEENTRANCE I j;- TMP #61-190 \ \ \ I \` \\ \\` \ - - � '.....-- '''......., \ \ \\\\\II \k\\\ ,\\\1‘\\\\ \\\ '\ \\\,, ,:.....,\ , i ‘ .10, ---- \\-- --, 1 ' \ \ 41Ztv ` - - ) 471"/// I 1 1 . \ ..4. ...4 ,,,„/, • --,. \\ \ \ \\ 1,,, ,, , ,.\\ ,„\\\\ \• ., , \ -- ..‹..., -,:, ,.. „---- ._ - ,- , \ ‘ fr, --, , , I ,,,, ‘ J .: ,, „_• :• ,,,,,,,,,, __-------- . \ ., , ,,k., 1,,,,\ \ \„\„\\\\\, ,\ \ • ....„_-______.__-_,-,.:,.... \ . . , , ;. 1,‘ . ... \ ,. . ..\\, \ „\ • . ,,............- „ ..._-, , ,,,, `\ \ `\ I / , , \ ` \`• \\ \ \ \\\\ \ \\ \ \ ,. - \ IMPROVED \ s. -----' - /,'. \\ \ \ \ \N. \ \ \ \` \ \ \; \ INLET /�% _ ,�\\ •\ \\;\ \ \ ,\\ \ \\\\ \\\\\\`\\\\`\ `\ `\ ... \, • INCREASE DITCH �f 1 ,, s ;%" \\ <--\ `\\ \\`,\ �,\ ,\ \\`s. • \ \ \ . `\ \ \\ \,\ `\ — • \ \ ` DRAT NAG E CAPACITY;'- , /11 -- ,i, CREEK \,\ \ \ \ \ \ \• \ \ \• •\\ \•\ \ \ \ \ \ \ \• \\ \ \\ \\ `%-_-- --- -- +•IN.: - / V' ,- • • / /// /ii/ / i—\ .\ .\ 1 \\ \\ .\.`\ ` \ \ \\`\\\ ', . ---- -// ////, \ \ I 1 1 \ \ \ \ \\ \\ `\ \ ` - --- \ • N N ,, / , \ \ \\ \\ . . • \ . \`•\ \ -- , 1 CONVEY TO - ;,,, / • \ \`,`\ \• \\ \ \ \\ \ ------;/// ` \\•`• MEADOW CREEK_ , _ ----- / /// , , /, //, _ \ \ \\ \ . \ \ \,,, \ . \ . - - -- ----------- /' / ! /// / //,///i,i'/,,-----\\`.---\`\\\\\\\ \ \ \ \ \ \ \ \ \`\ `\\ \ \\ \ \ , , \\ --_ I / - -- -------- ----- N _----- ATTACHMENT D ECOVILLAGE CHARLOTTESVILLE: SLOPE EXHIBIT // ' / • /- /I - --- -\- :'=, -- - -----_ ',-------‘- \ \\ \-3 '// / /1 N./:/X'27 1 i ,/,/,'//Ili/ \.1. I/I,/,/////,////' / ' / ) , / / SUP PRESERVED SLOPE DISTURBANCE=9,777 SF ''/;' / /'' ;�/'/ 1 /'' ; %/i/ / / ,/// ',//' /// ff "-' / i ADDITIONAL VDOT PRESERVED SLOPE DISTURBANCE=2,526 SF '; %// '// 1.--",,--",--:,','/ i PROPOSED PRESERVED SLOPES TO REMAIN=44,569 SF /%/ '� ,;�/— /, ;/,// ''/' I / 1 /' / / /;/// I I { / (TOTAL EXISTING PRESERVED SLOPE=56,872 SF) /i/ I ;';;�%'"; / ;;%/'� / /''/ �\ / /'/% / /'/ /' /'/, / I I ; 100 0 100 60 300 // / ' '/;';,' , /- / ; /i / /'/// / / / `- /' / / I I 1 I I ; //'.' - / i i I I I i ' ' i / i /i'//// /' // / ; �: I \- / / '' /' `` 1 1 1 1 I ' -__ ---- -- SCALE: 1 ' =100' /1 / ////�/; / 1 /,';,; /// / i' Hill I I I I ' ' / , � /' l I i �'`� / /�//' ' / 1 � ', / / /' III I i i -'//�' .' 4 1 /// /' / „'// ; .` ,J�//// / I l // /�,/•' // i I 11 1 i i SHIMP ENGINEERING P.C. ;'�:-------","/ ',� / / '/---- ;; / ;/,; ,/ =/ _ �/�-- � ; ; I ; 1 , � -' '' Iiii�i1i11i 1 i;lii/iilii \ 1 \ N,--/ ---' ' / /', /` // //i i i i/' I /' / '/ / • ''/�' % - 1 i i i i \ /// /iiiliiilliliili%''/i'1/' \ \ \` ````\ \ - / i'/--� ' ' '/'/'' \ /, /'/'/ `` / %'' r — _`1 ````' I ;; ' ; ---- - 'iiiliiiii I II lj1/' li// 1 1 . . \ - / '.'/ / _ ' J / / 1 \/: //I I I I ; \ '/, i• l , //r ' /'-'_ - � I ' 1 1 I ` 'III I 'I I'i'I I I // ` � .`` � �'' ,,----,„/ %- / :' '/ / -___ I I —� -\ '` /i ! ,'�' / I l//:• i'i' - I 1 1 11 i .'` ''__---------' Iil 'Iif lil' 'ii '1 1 ' '`` \ ` ' ' '- // � ' /- -// , /(/ / ' 1 i i i \ //'' , ' /' i'\'```i ' Ill('1'i� �11111111 � '1\ ` �'`�'`--_�--_--�� -'-''' iiii'i'li'"I'I�1/i1/ ' ` 1 1 1 i i ' / ' ,/ `i ' - ' / I ' ' \ \ ,//� , /' ; ;.`\`, , r , 11 1 `\ I I ,\\ ,, IuIlI11 1'ii/l'i i I / /' / /,/1/ I \ l i' i ' l/'' ' '' \` ` 1 III 1 1 1 11 / /;1/ \ 1 1 1 I ' / . � . • ' ' _ / /, I I /. 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