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Home My WebLink AboutSDP201700017 Plan - Submittal (First) Preliminary Site Plan 2017-03-20im I } "` ` +`'3 ,, / 0 SUBJECT -I!<s.,M SITE 3 Nlf_�k��,L �, - th, \ / � lt�90_1� I I I 7 ` \ � ��" '' r* -I. : , , (Lic. 1°' ROUTE 2 1%1I� ' I I �' ~ o !C -) R. COLLINS'z m +s r - : o, 035'791,Wd 51 01NAL E� Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EX. CONDITIONS AND DEMOLITION 3 LAYOUT PLAN 4 UTILITY, GRADING & DRAINAGE PLAN 5 NOTES & DETAILS 6 STORMWATER MANAGEMENT PLAN 7 PROFFERS 7 TOTAL NUMBER OF SHEETS ROADS EXIS77NG CULVERT -... -... EARTH DITCH CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK + CURB r - e _ _ CLEARING LIM17S CURB & GUTTER Ir VDOT STANDARD STOP SIGN I................... ................ ... ... PROPOSED PAVEMENT acro------ EXIS77NG CONTOUR PROPOSED PERM PAVERS 200 PROPOSED CONTOUR EC -3A DITCH 24055 PR D SPO LE'V OPOSE T E A710N - f, - -- f - .. ,-_ va ; �. .. 1111 1111. 1111. 1111.... u / ... ..- __ , I t � � �... / -.. .,111. 1, - 1::. - /... - 15n. ,- .../ \..... r V / / �. ... f:. _ ✓,r 1 1 R-12.50 , �.... _ / ;4 r _ .. /` ...> - - . / C� u X- - -- 0 `� >O % - , .. . .. F 12.50' N i k r DEPTH OF EC 3A DITCH ✓ f r �•�<1!0,��"101 S I Isy o ti ,> ti \ >. _ „ / r !' /' i LOQ 10-- R-22 50' ,�.,`.. 5844• t - a / FO. Q. 12 W. L-105.75' t 3:::: , a f. / c'[n I 1111 -.:-. f ..r s / . , /�/fly/. .._ . ,: .' ! �! .� ._k� �`�„ " ;.. 1111 ... t .. , .. : ,. \ 1111. > , .. .5� .V -,i, / �''t - . . � - 1 ,11 1 ;. , : .. .. . A- . e r., r .... 1 1D.43 0. }�46 4. 1 . 0 E : i ft -125.50 % . , ,, , .. .:.... r 3.F ,. , ,/ ., 1111 ,r .Si=A �� . > A , ,L 18.5c. jf /,- ii ::. 54 , 1111, ,' t C.' 1 ` C. ;,;,�1 r 00..1 / / ;... ,. 1111,� � ;' ,- , ............�: �........ �"� './.. r., .\ _ 31\ \_ . 1�. _ ,.GRAPHIC ALE • ',.. , .. R 12.50 , r � i. .F 1 .,.1' '.,>: - r ° ........ 1111 1111. `ti : , ', , 1111 ,. :: , '.. �. ... ... -.. ,. ", - ; i i r , -.- -,... ii ...\... �. -,-� .. ;_r - �-' 1548.. � .,,:.�_..,r r 'max.. i /... . _. , s / .. ._..........,..t 1111. V .;. -.�' . `ti i ., ,'.:;. , , , ., 1111 `. .... �?,. ,• / o JFA ..'.i �.._ s - ', 1 \., ..\.. 1111... ... C: t ` .. r 'a „✓ / 4.013 _ „ r _ / .r"t. 80 r \ 1111,.. /, \ / <<C 0 40 80 160 320 , , J' .,:.:. , .\ .. ... 1111 1 : '., r r / ... . i:. . , : `. ..\. ..:.1 1111 F , F \ -,r /- / - , I„ _ r_,.._.., ... �..� TMP. 0 600 oa o0 0. B 1111 , PROPOSED _ _vF, / 2° \1111 / J 5 57 3 \ 163.75 L . /: .. 1 r,. ,- 1111. , ... - :, ... 1111. .: , ... , .. 1111.. .. ..s 1111 � � : ",. ..✓..- .y / '. .. .. ,11 1 1: \ r , , -- - ... . r •" . ° . ' �.. ,.� 1111 f... , ° v _..:' G 6 TYP e . N47 44 1 C C ) ,.. R-627.0 / 2 E S -.A ,:1,111 !'. OWNER. DAILY SOUTH' : 1:111: ,. ,. .-- �.. .._._........ .. , a \: RE DE f ,, . \ , \ -...: _ FUTU VEL,C)PM,ENT Q ,.. .� , ' , .: A- ., , , o � .. _ _. _t ,, ,' . 8182' 8 � o: / / „ INVESTMENTS LLC, \ t / x f... / :'- _. -, : l -:. ., ., ;.. ..-.>, \ °. � ." ,. 1111 - , � ._ \. -i '/r�' �"��, ;i F / _ , ACREAGE: 8 AC' ,<:.., ! A� 5 4 �o /✓ /: %- - a IN FEET i 1111. .. n ..-.. , _ J„ __l, �` � � .,/ ,........ �,, ,- , 1111.. �, 1111. ZONING, R-6 \- a��.,. STING11 ; '�o, \. \ ry °; EXI ' _7�� - N / r �' 1 1 inch - 80 ft. / 47 71559 i,,, Y- r \ \ - - LI'l - { drl \ ( _ '. , I':'.' r -.. OOTHIL ;,„, . ..11 "- >o.00 _ --- x .. \': �. / TMP. a' 6Ko-oo-o - \ . L zos3 5 0 000A2 / a �.. i \ ° • , .. r / CROSSING ! , 4= ., S39 t - .50 OWNER. FOOTHILLS IN 15 44 E i..:i CROSS 6 INC / :v. aS` ! \. , : , %`. / c .:_ 1111__ �. /- 7, 26.26 // , / �'- e = ---. ': __.._..,_ / ACREAG r .8 -. - � PHASE IV LAND AREAS: \ / TMP o 600-00-00-0 8z , E. 4 4AC OPEN11 . ,,, \ 5 57 j �' t ONI . Z NG: R 6 r !... SPA OPEN SPACE: 6. AC y � \. -_- N5 ° o,., _f OWNER. DAILY, EDMUND J & CHR15TOPHER I - ik� CE "F" , 44 f <, b 45 \14 E i_` / / ; . � .' i , ..- e • r- 1111. - } ;1:. . ,11:,,11:. :,:-..- , \ wt°" / :`"., I 1. �. <. ,...r, / sa.o o, DAILY-& CYNTHIA DAILY ICAN "' / o.i ACRES LOTS: 1o.io AC / 1 v ., D 10, r // ,9 / \,, �.' ir...._ : ': ` --' :Y'; 111,1 - I / >!'' i \ _ r - ACREAGE. 11. zAC - r : .i.." vs o�'� .'", v , 7 . , 9 ROW DEDICATION: oz AC \ �, I \ / ON \, ,, , Z0IVING. R j r L' - 11-56.55' : \ r - i s } 1 \ 1 \ '` 1 Y ;:,. , , , s ,_r r R f /.r i p:. k' 1 \'. 'a \ t s /. ... PROPOSED EASTERN CONNECTOR r.': °� 1 s'.:r.. , / `: , � _ _ _. `.,_: `• ,., i ROADWAY. ROADWAY SHALL BE ; �So 03 2., W \ . _ \ SETBACKS: DESIGNED AND FRONT 5 MIN (18 MIN. FROM R/W FOR FRONT LOADED GARAGES) 229.31' ::;:, �� 7y , ;' ;, 4, , ,r GENERAL NOTES / i v \, \ PRIQRTOTHE,"ISSUANCE OF THECO', If' .Jt / SIDE MIN ,; .. / 4 `', , `.I, > I ; \ FOR THE. aTH LOT. SEE THE ' z OWNERS: TMP o 600 00 00 0 61 TMP o 600 00 00 0 A2: 5 i s t / 5 57 5 57 RE - 20' t. r ,,. _ / AR MIN , ., _ _ - PROFF€RS ON SHEET 7 FOR FURTHER „r'. " ,. e : ! ,_ ... r DAILY SOUTH LLC FOOTHILLS CROSSING INC , _ - DETAILS THE DEDICATION AND7 ii - �... 1111- f 1 ! 1. ` , ° ••� •. '. ,.. L-14 34' - I , , , , .. , , l \ J PO BOX 1 6 21 EAST MAIN ST, SUITE 201 „ -. .° ACCEPTANCEOFTHEROADWAY. i �, � =87so• SUBDIVISION STREETS: CURB & GUTTER , \ 4,',', ~',',°:;, , ,Y' \ ,' ` 7 V VA SHARL CHARLOTTESVILLE, VA z2 oz :: , t : , _! goz C O a rf ; E, V , 4 CHARLOTTESVILLE, 9 ` , , , N '0 r . 00 06 3vv _ , '``'' ;. TOTAL ACREAGE: 15 AC ACREAGE: 14.841 AC . t `, , _ .. 9 3 BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED ' ft,:...:: 45.82 - 35 i, ,,.11 "I f,, ZONING: R 6 ZONING: R 6 NOTE AFFORDABLE UNIT HALL BE PROVIDED_ - / / I , :+ , WITHIN THIS DEVELOPM N N ACCORDAN E • ". ° `, : ( C;: j i CIVIC AREA/RECREATION:2o 000 SF MINIMUM RECREATION AREA. THE FACILITIES CONTAINED _._ , ; •. ` . •' .' . , -,., -, , ' , ',:_ ...' : , N3a 45 4s w TM o 0-00- Do TMP o 600-00-00-4 B2 ' - - WITHTHE APPROVED PROFFER . SEE PROFFERS 1 f"..:.;. ":f __- P 5600 0 057 5 57 WITHIN THE CIVIC A H BE DETERMINED .11.1.1 1111 , ,1111. - ` . , , , , i., , , , 55.4 3' t ; LD S LLC ` f': "",rt I` ROUTE 2 0 HO WG DAILY EDMUND J&CHRIISTOPHER . .: 5 , ',im. "~ . , - , " ': ~ :��_ ON SHEET 7 FOR FURTHER DE.TA , S. _ ESS, BUT MAY INCLUDEFACI DURING SUCH AS A TOT OT ;, , . L-32.73' ., , - SUBDIVISION PROCESS, , TMP: o oo-oo00-05500 �,}• °. .. o- -'.'1 . 1 - ... „ i = t ,.`` r PO BOX 1467 DAILY&CYNTHIA DAILY DICANIO 56/ „ \ R 2.50 CLUBHOUSE RECREATIONAL FIELD PICNIC AREA PLAZA COMMUNITY MEETING 1 ,,j., . ,.,, -- -- \ J t r , l OWNER. COUNTY OF ALBEMARLE ,. �, - . . , . , . .. . . , . , - l' :�.'.'':,.' VA 22 02 26 NASSAU r r , - ; t . • . . -h • ;'- - • • . - __ \- 1 LE' g 3 SPACE AND OR SPORTS COURT OR COMBINATION THEREOF -TOTAL , J , / , ACREAGE- z.i AC.__ 2 HREAGET1z.b1A CITY PARK NYvo 0 9 - I - f AC C - , , - _ i s17° 3r 3s°w F ,l="'"' -- RECREATIONAL AREA PROPOSED - 0.6 AC ZONING:_ - = ;; 4 4 ,v, / _.7.. ZONING R 7 O R = r i, r r , .r, .. . o ,: _ 5x.11 i 6 ACREAGE: w : ,. r L 491.24' DB/PG- 2397/431 r ,. . .,. ,r„ .. . �.: PROPOSED OPEN SPACE f r .. t i,>,' i r.', .> _ ... ' ro _ - _ ..-....._. ~ ZONING. R-6 OPEN SPACE. _ r,: ; ' •. •.'. - :;' ;': BE DEDICATED TO ALBEMARLE .. P REQUIRED OPEN SPACE (25%) 6-39 ACRES \ R 469.50' ,, , i . !z \ , f TMP o 600 00 00-o Co _ '� r couNTYgsPARTOFTHE r„''P "L 5 57 TOTAL OPEN SPACE PROVIDED -6. ACRES(25.2%OPEN SPACE ,11,111. X / \ / r y, GREENWAYEXTENSION.THE - " t' -'. �,% ROUTE zoo HOLDINGS LLC TMPo56A2 41 00 06100 _ 1111 _ _. t :,.Y , OPEN SPACE °'A" = 0.2 ACRES OPEN SPACE "F" = 0.1 ACRES _ _-- f `. EDI'CATION SHAC60CCUR / - O UTE z o HOLDINGS L,LC . , I I , , ;. `... - \ POB X 1467 ROUTE N PRIOR TO THE RECORD TIN 4 EN SPACE "B" = o.o8 ACRES OPEN SPACE "G" =o.o8 ACRES . _ ! I \ i, ",',': , - •, ,;' , , , . , :, . n o , \ _ "� /., D MANAGEMENT OP L -33.1a CHARLOTTESVILLE, VA 2zgo2 RE LIGHT .I QFTHE xoTH'DWLLLING UNIT. - I,I, \ . ..:- _ / ,. •' OPEN SPACE "C" = o.10 ACRES OPEN SPACE "H" = 0.o ACRES . .° ., _ 1111... _. SEEPROFFERS ON SHEE77 FOR 22.540 REALE 4.402 AC . ,' , O _ . ,PO BOX 1467 o ., T' iOPEN SPACE "D" = z. z ACRES OPEN SPACE "I" = z. o ACRES :. . FUR ,HER DETAILS. - 3 7 os i` I - ZONING R 6C CHARLOTTESVILLE, VA 22902 „ „ r c. OPEN SPACE "°c - -0.67ACRES R , i a x, __. + ACREAGE 3.z4AC ;y i :;.1 OPENOSPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF OPEN �. 7 2.66A RE$ _ ZONING: R 6 , .: ° " 2 „ SPACE "I" WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THE _,. -.. N12 11 �B,W PROPOSED PRIMITIVE e .. ' \ DEVELOPER: RIVERBEND DEVELOPMENT INC. EXISTING_C.ROZET � , I -, ' .`..°.} .'• 3.5.17 TRAILWAYTOBEINSTALLEW. y ,`'i EXTENSION OF THE GREENWAY TRAIL THROUGH THEPROPERT . .. ' i._" .'. `> ALONG THE GREENWAYAS I .. 455 SE SE, SUITE 400 Y D.O'G PARK ; 1 ::.:< SHOWN ONTHI PLAN. _ 1 \. / s J CHAR OTl DSVILLE, VA 22903 , . \ .,P.. I U"I iLITIES: T �r COUNTY Y WATER AND SEWER :.° _ ENGINEER 11, - ` ,.:: , �� / t I r f COLLINS ENGINEERING 1.,,. ,,w I. . ,~- . ° I. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN __ '11 ,, ..). 2 AR T SUITE K i 0o G REIT S U T 1 h�,�! 1, ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS 1! CHARLOTTESVILLE VA 22 902 9 v �'' -- L=298.9 A� O (� J I; I WITHIN SECION 32.7.9 OF THE COUNTY CODE. , 11 I __. q R=bay.5a -- AI i i GENERAL NOTES: s . �o N57° 56' 23"W _ `• j - J TOTAL PROJECT AREA: TMPo5600-oo-oo-o57B1(portion of): 23o AC FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID ` ao' STREAM BUFFER - I TMP 4 600-00-00-0 DO (portion O 1. 8 AC 1. IMPERVIOUS AREA: :Ii ACRES (42.25%) s7.5r , 5 57 (P 4 5100 Co2z D DATED FEBRUARY 4, 204 . _�I 3 9 5 K 38' 51"W � % , 4r / TMP o5600-00-40-457Co (portion of): 4.402 AC ROADWAY= 243,415 SF (5.59 AC) � 1 I-►"" 53.52''; ` �;,r. - - - %£P o56Ko 00 00 000Az (portion of): 7150 AC Lk'PO STREAM BUFFER: THE 100'STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED 2'",� TM SIDEWALK/DRIVEWAYS- 52,560 SF (1,21 AC) �, N75 05 20;UJ 20.56' _ J 7 � , . _.. °Z TMP O 640-00-00-057132 onion o AC. BUILDINGS =174,400 SF (4.00 AC) ' r .'v1 t 5(P fl 4 47 DEVELOPMENT SHALL BE LOCATED WITHIN THE 100' STREAM SUFFER AREA. 11 1.D ✓ n ` :: i,� P o56A oo (portio of). 3.24 AC z. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE C. t k , ,c\ I ,I , . , , ; \ , ;. /1, I j Reserved r/w (portion 2.17 AC. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED TRIP GENERATION MANUAL, 8TH EDITION. N 1 os,g , NE;-�a 11 ,.'. \ 1 1 f J TOTAL ACREAGE: 25.56 ACRES CODES 210 WERE USED FOR THE SINGLE FAMILY DETACHED \ " ;~'`, Y7y `'. �` -. 48TU EXISTING SANITARY SEWER % - /' RAL/FORESTAL DISTRICT: NONE \ A3s,.; , � 3s3s. EASEMENT DB_ PG t'.'.� r PROPOSED ZONING: R 6 ZONING WITH PROFFERS ZMA 2016-o AGRICULTURAL/FORESTAL PROPOSED 24 DWELLING UNITS \ TMP: 056`0-ob o0 05200 '� - . ` • :: - ' - _ \ ( 5) ,_, LIGHTING NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. ADT RATE VPD PER D = 2 o ADT 11 ENTER 11 EXIT , OWNER: R \ PROPOSED PEDESTRIAN TUNNEL UNDER N19° 33' 06" $ OP T. 9 57 u 3 ( 5 / 5 ) N FRAA Eli -0 ,QE b,OR JANIE 1 \ ----" ` THE EASTERNcoNNECTORRoaD. 17.73' TOPOGRAPHY: TOPOGRAPHY PROVIDED BY COMBINATION OF ROUDABUSH, GALE AM PEAK RATE - o. VPH PER DU =18 VPH ( ENTER/1 EXIT) i , 75 5 3 E \ I �: ;'. _ \. \ ,'� & ASSOCIATES & LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDARY PHASING: SITE SHALL BE DEVELOPED IN ) PHASES AS NOTED ON THE PLAN. N ACREAGE. 2,81 AC - , - - N87 50 44 - i (4 `, ,1111,.. �\\.� t PM PEAK ATE o1 VPH PER DU 24 VPH (15 ENTER/9 EXIT) ZONING: R-4 - `, - ^u' f -. ` �.' `052' t i f,-' \ \ INFORMATION PROVIDED BY ROUDABUSH, GALE &ASSOCIATES FROM N - � l . - 1111.__ O ES 30 WERE USE FOR THE SINGLE FAMILY ATTACHED DB/PG: 948/o17 Nz..- 29' 35 W _.. - RECORDED PLAT JULY 2016. TOPO FIELD VERIFIED FEBRUARY, 2417. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. PROPOSED 52 DWELLING UNITS - - ,`' \ 2�ss' L' 1. ' vJ ... rv7a°21 a8 w 11 33 os 1'i' \\ DATUM VD -i988 BUILDING SITES: PARCELS 66 THROUGH 1 6 MAY NOT BE FURTHER DIVIDED. ONLY 1 ADT RATE - 5,86 VPD PER DU = 305 ADT (153 ENTER/152 EXIT) ,--\: -- .. ,,,", .•. ,",~. `.`. �s t sz�°46'20"w, NsoQ"44'3a°v�,_. v,z° i1'3s` 1 z,3 NA3 ( ) `,' "I N7126.13 W .60.21' N86° 00 55"1nr i \ a ...::: , AM PEAK RATE - 0.44 VPH PER DU - z VPH (4 ENTER/1g EXIT) 7T° 1799' - --_. - o " ,, _ DWELLING UNIT PER LOT SHALL BE ALLOWED EACH PARCEL CONTAINS A 3 1-1 I., \, ti 7�, '• 3'y7„W 6 -...\ �^ > 11.77' S72 03 1a 4. .....39.41' I .',' ` j E� ` 5 -ss - \ '` 37.53' - 1 ` " i, i, PROPOSED USE: SINGLE FAMILY ATTACHED AND SINGLE FAMILY DETACHED UNITS BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE COUNTY CODE. PM PEAK RATE - 0. 2 VPH PER DU = 2 VPH 18 ENTER/ EXIT _ - - 5 7 ( 9 ) ` \ - /' ' `- ,, N8s° 5s�20" 18.79' \ =zo 24 SINGLE FAMILY DETACHED UNITS & 52 SINGLE FAMILY ATTACHED UNITS -:., . , . THIS SITE CONTAINS MANAGED STEEP SLOPES AS SHOWN ON THIS PLAN. e �`, \ .\ , % ' L 8.56' 3 Sj / s I" , 1 C "�`.R x70.78' TOTAL UNITS = 76 UNITS BURIAL SITES: NONE ,, _. 4 ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE -EACH ss^' ; ` �\,S .4PCNSPacE -~- e ss8,,, , , _ 1111E, ,. I i ' - OFFSITE DISTURBANCE: LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. `°\ ` ___ __ :. ,~:'. -'- 27oaeizs 1: - IST RBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN,EXCEPT FOR _. ; } \ TME., , ,o5600 00 00 04800 -; . .: �. - BUILDING TYPE: A MINIMUM OF 0% OF THE PROPOSED LOTS WILL BE SINGLE FAMILY THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN THE EXISTING UTILITY S. NO ON STREET LIGHTING i5 PROPOSED WITH THIS PLAN. 1 r \,I:: 1 _ . _ ..111.1_ _ 5 e OWNER: `'., 'HEVENER�-R1[1#A D LLOYD II S . , 1' I; - 6. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. ^' ACREAGE: 11 . `AC ,. " " EASEMENT. %4 94f - 5:-=:' �''=- DETACHEDHOUSES. MAYBE CONSTRUCTED IN THE AREAS ADJACENT SINGLE FAMILY ATTACHED (Sli UNITS DTO 7. SEE SHEETS & FOR LOCATION AND HEIGHTS OF THE PROPOSED 4s9 ZONING. R 6 r - F 7 .. -1111-� 3 4 s ; - - = ..,.s: S PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY, A LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN DB(PG: 66o(no , 2 j {e s a 4�'ss F 21", a - - S - MINIMUM OF 10%O RETAINING WALLS. `,, r __ -.-_ - F THE UNITS SHALL BE SFA OR TOWNHOUSE UiVITS. ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS 8. THERE ARE NO KNOWN CEMETERIES OR PLACES OF BURIALS ON THE '� �__ � '__ -- -• X \ 'N _ - WITHIN SECTION 32.7.8 OF THE COUNTY CODE. 11 N64° 5 00"E , r PROPERTY. % _, 37fi2.„ I � -- ° II DENSITY: 76 UNITS / 25.56 ACRES = 2.97 UNITS /ACRE NOTE. SEE SHEET 2 FOR /NFORMA T/ON ON THE ADJACENT PROPERTY / \ 1.L _ .. I. N7z 45s w� MAX NUMBER OF UNITS WITHIN REZONING SHALL NOT EXCEED 1ig4 UNITS. PARKING: z OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING OWNERS SURROUNDING THIS PROJECT AREA i' f Y sa.a>B _ `�-�� LL ALSO BE PROVIDED ALONG / ..I 'v': , .. �' .. ; ''w 11 III I UNIT ADDITIONAL ONSTREET PARKING SHA THE ROADWAYS AS SHOWN ON THE PLAN. t - - _ _ }. ,. 1111 m, F r _ } y 1111... ... , n. -! t A -a Li ./ ... _. _ --.. z O J L r_ U7- V) cc r,In � J C5 `� (n of H U Uj cem 11 -4 ;1k Mao, H P-4 0(L cv C C � . j� L i..L.J C Z) > C C L C z a v z C C 12L Z C s I i... 1 C D S >- 0 C t z -I ,L 1---qa 3 0,.�/j Fc ---i i.i L c i1 LU a Lid > _C Ii C L- > C C C C= i --q z M LL z Z LL U z U_ c ],,,,_ c L a C: L JvIi Q: , J00-4111 -c Ii T Q: T co C a L J C Uj h } I-- }= c U _j i n t11 7 (u C (n -C d JOB NO. 12206E SCALE c -C 1 "=80' C C V C SHEET NO. c a: 1 u a -- - ------------ - - - - --------- NOTES: - ----------- . ..... -------- .... . . 1 . THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP TH o EXISTING-RA'ILROAD EXISTING RAILROAD ---- - ------ . . ..... NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. I2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ------------ = - - __ ...... .... . . . ... I— ----- A F S7 - ----- - - - -------------- ASSOCIATES AND LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDA . ...... JF INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM SCOTT R. COLLINSZ — — — — — — — — — — — — — — — — — — — — — — — — — — — RECORDED PLAT JULY 2016. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN L . . ..... -- -- ------ IFEBRUARY 2017. '62 -01 "TM,P 5.6A2 L U Lic. No. 035791 IfF T -N GRAR. - - --------- 3. STEEP SLOPES EXIST ON THE PROPERTY WHERE SHOWN BELOW. J/11, -01-00-0 r I656A2 6 I-10NAL ppnpnqED WITHIN THE WPO STREAM BUFFER 4. THE 100'WPO STREAM BUFFERS ARE SHOWN. NO LAND DISTURBANCE IS ,TOP OF TMP F b/ U -'ROUTE I L L,�! 240-0 400- > 056A2 1 �40 HOLDINGS, LLC C/O _APREAGE-A.89 AC HOLDINGS, LLCc'� ------- ..... OWNER: ROUTE REDLIGHT MANA0EMEN%ORI . .... . '6 RESIDENTIA� I----- ------ - ------ - - ------------ /H ------ 5 ET HOLDINGS MAIN STRE II13.05 AC, ACREAGE:,, ILL TOP STREET M -61-00- 056A2 -068,00 NER: ROU DB/PG., 12/352 'HOLDINGS, LLC' IL TRY TMP: ZONING Y IGHTMEAV PUS OW TE- 24(� F 20 IcD It I-7 LIGH IND ZON NG' USfRY ------ -- ---- ACREAGE:,'3.07 A C F -J T II-2�684 / - - ---------- - . .......... I-- --- - - -- ---- IIIPH0POSED F,60THILLS 0 L EXISTING IG 1j, !ROSSIN 4Y SEWff�-- EXISTING 2�'SANITA ZONING-CURR NTLY LINE IIIu 'rAS,�MENT DB. 02 PC IIL/ LLJ U) .......... IIREVIEW .......... v C) s 7"WE ��,2.4' 6 I.7o > z ----- - ILu -- - -------- 56AMI- 1,� !I L T _P _100�, TMP: "--066A2-01-0.0-06 N89; 52'1 3"W 176�96! j L -,OWNER:. R- )UTE 240 LLC IACREAG 5AC :Nao Q 3.24' -AC PORTiOW(IiO' T M JIMP", U OU --w 0 0� 00-057DO . . . . ...... 100'STREAM BUFFER IROUTtl�`AO HOLDINGS ONING: Rr6' AC EAGE- 12 61 AC'f 7 y �DB/PG: 2012/352 --- --- - ce �OTAL) uj z EXISTING PARK RIDGE DRIVE 61'& VAR. PUBLIGR/Wl' �,ZONING: R-6 IIIE II[:AIO I IPROPOSED PARK RIDGE DRIV AND TRAIL SYSTEM TLY UNDER ,v 056( '4 CURREN SEWER ESMT. TMP: 05W4A-00-000A0 CONSTJ36CTION WITH FOOTHILLS, )0-01-00,69,'� OWNER: HOMEOWNERS ASSOCIATION, INC IO IING SANITARY EXISTING GREENWAY T �Mp. ACREAGE: 5A9 Ap S11 CO, IvvvI-4Fr%. -�/ I Y) \ ' WIL80N JO EXISTING RIGHT -OF -WA .4 IINES '6%11�A'Ny JIM B ZONING: R RbS�ING PHASE- FO&OILL ---- TO BE ABANDONED OBIPG: 3�0&626 :' REAGE:'�, AC' IifINDUSTR LON ING: LIGHT I------ Lu N D E'R '656,00-00-00-057 C -O N REVIEVIVII UR�RltNTI_4 ..F POSEDMOO F 7\ M W FA&ItY IPROPOSED FOOTHILLS! TIM P: EXISTING MANAGED SLOPES . ...... 'ACREAGE� 40 AC - 'OWNER,,, OYTE 24� H GS, LLC PROPERTY LINE EX I TING 'RING CROSSING PHASE VI 7 G' _OLDIN SWIVI FACILITY- PROPERTY LINE G: `R�6 N REVIEW I /l/ `/ wo. P5, 1 #w __� I \ . .- LA REVIEW 26NIN RENTLY UNDER I F R E N, �,U N ER FILAN. I\OUR F=5or ROADWAY T . ........... 1-% P Ell 2592 PG.216_ bbl G: 560�432 r If... ..... . EXISTING TREELINE 500 Kiliay ......... . Nj . ..... 'A. r Lu 0') 222 . ..... co IONOO, IR -527 g ILu W412 C\j A TMP 56 7B, 1 TM P 56 K -A2 �(05600�O i-cr r- BEN -LC 056KO-00-00-00OA2 CY) IOWNER:r'- DAILY SOUTH,.,L TMP TMIP 0-00-vo I yj F- -- (" I MOD l*lCrXAG�-_ ,�,RT'N OR TM 57, B3 -22 .I, R R=573.0' 0 �NER. F OTHIL�LS CROSSING, INC --K TM P: �\04600,004 IOW ZONING, 6 -14.84AC 0��b8 , I ACREAGE, A 3.,32 Ac OWNER: DAILY SOUTH uw ZONIN`G,_,� R-6 wp, L jNVE8TMEN-Ib, LL;I, D PG, ,4787/565 L�79.28' . C) L-145.79' Np. �j EX. SANITARY /I �� ` a. . -1 - C\l bB/PG: 4787/559 R=325.50' L I - -------- - -6 AC OR DB/PG, 0, AC ACREAGE: 5.84 I I i r L-19,23' R 27.OG' -6 IA(G- I4,ONING R 1 SEWER ESMT. 1 ACREAGE I. . .. .. . . . ....... 13 -125,50' ZOANIING, 0.27 54.00) 0 I?- < I4p, 1 I0% ')':VPG- 2.50 IS42-15'4f;,iE, 54 > 7 7 EXISTING IE X I\ R=627.0"\ EXISTING SANITARY ............ TREELINE I'40'12"E > 26.26' N58-45� 14�'E G f uj HA Cn '5 h�i 1 Vl/' S39'15'44"E ESMT. "''FOP Te ISEWER �s I N -e EXISTIN O. HA, T 0 R -542.5o". -05600- 0,00LO57B2 ITMP:�-,, N DAILY,�-EDMUND J 0 6::57 B PARCEL LINE i i , - '. , I x T M P :5' 2 IOW ER: - ------ ILu CHRISTOPHER DAILY& L . . . ..... . --- EXISTING FOOTHJLLS� ISE 111; CYNTHIA,DA LY AC E -,,,l 1.72AC < PROPERTY LINE C PHA ZONING'� R-6, TMP� 0%42-01-00-072AO 4%� R08SING �'OTW REAG AC E: 11.67 AC IW4- 45' 46"W 55.43' �DB /PG: i 1536/408 ZONING: RURAL DB/PG- OWNER: CLAUPIYS CROZE PARK. INC s* IIII�,EXISTING CROZET CROZET CONNECTOR NLli 54.1 I;' L-491.24�Z PARK TRAILHEAD S17'3 1 2' 646 100'STREAM BUFFER IL�33.70' R-22.60' op LLJ Iam-am ME I7- Nl 2- 1 i'28'W LLI 4� CROZET 35AT 4 D ARK.--: OG IEXISTING CLASS A TMP� 056 OPEN SPACE 40 40 PAVED TRAIL COUNTY OP ALBEMARLE �F p - 004)5509 T OWNER: FOOTH�, L-298.93 ACREAGE. ZONING: % DFVPG: ACREAGE- :2 19 At R=530.50' F 56'23"W, IS s IEXISTING SANITARY SEWER EASEMENT Lu U30 DR. 1997 IIT V I% N75'05'24YW 20.W G EXISTIN SANITARY < y y SEWER Ilk, EXISTING TERMINOS OF C:) TMP: D5 OWNER: r* CROZET TRAIL AND RIJ= R IE'E CROZET PARK ACREAG DBIPG: 94M ZONING: RA E: IA GREENWAY TRAIL 17 EXISTING GREENWAY AND TRAIL SYSTEM S7?' 46� 20`W,� 17:7,3' 2613' 33 () _S52 3,8 R- IV 0680-00- *0 'V OWNER: FOOTHLL C SSIN INC -ACREAGE: 2.76AC ZONINGz.., R-1 < G: I< TMP: mob-W1160� C SCALE OWNER: HEVENER < RICHziLOYD 11 ACREAGE: 14.94 Ad GRAP141 ZONING: R-6 A 4.5:56- W 00 64.48' TMP r 100 0 50 100 2 400 DB/PG: 6601210 f G -W00000 I(OFALBE �ETE P, __(�56H(3-0 CULVERT AT STREAM CROSSING E: 1,11 IZONING: PRD. - LDBIPG: 4081/081 WEST--' EXISTING PORTION ET OF EASTERN AVENUNE LA -HILLS-PH I___KE, 1 inch 100 ft. EXISTING STREAM 0 m L FA-- 0 W Q; U., C C > C -C (1; cr z C C: CL Lf) uj C: 0 (D u -C C uj _C ce x a- uj > E Iz AVON% III k..) 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I I I I � I , i", "I "', ��, , / //' - � - � / / ____ - - , :�� x - " . -1 I 1� �\ . - q I -:.-.: (§, >, , `/ ,� " � � �A '14 f � - . , uj I - - ,�� , / // ., , /.:. �' . � _ ,., __ . \ I 11 11 I N yu /, 1'-, " � _11, I I . . - 1-1 , �__r ____ �� . 11 f, � 1\ � / / �, � I % -1 _�, m I - //.",, __ ___ - - ...... - \. PROPOSED 7�, %", , , � I - _ I.: . � 08" CL,_ D. _'11 1, " / - 'If � f __ � , �, I ,_____ L, - __ .: I ,� ,_ � // \ \\ , --I �:1 �1,1 > , , � __ , - / Ili I , I - _ � �, N_ � I . � . ,��___��` I I", ,ul 1, -// r. �, I 'Irz/ - � x ._:..... .._� I J �. ,�,_', I \ x le, , 16'/ /,F q " ,- -1 . � � . . � . � � � ) i ,�.. 1� 1. ,�_, - . I , � - ,� 1. /.,.,�:_ / 1;i%)v '%, . I . , I \ ,/ - I" , I I / / /I _/ /__1 441- W f., I,/ T _. .. - 1�-_ . "I - � .,.,�'. , , // / ex � I/ ,, �� ....... ��__ PROPOSED I i \\ _�' / "_� i 1 - - _. " i - __111 / I . / ., --l-...... I....- . . I i . ", j , . � � � .... 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I—— � � A i - / __1 11, , , - � /� ; �. ___-__-1-._. y 11 . 1, ,_ _1� I I- - I" I � V1, � � ��, I I 11,%1,1\1 � \/.. � I " % - _,", , , , , . I - / CLE OUT ,,-' I 11 N i s \ I, i _____.,__ - I �F�/ I �, I ... -P-P WO: , I , I . , ''I , � (;P) � t 11 11 I I .- ,-- I ... � � __ , . ''. � ,� . I'� 11 � � , , _ . � . ,� / I \ 11 � �. l I.- ------ -2 -1- _ - __ PROPOSED- � . - I . I L. "I / // I_ � :�. ,/ C) � D STORM SEW 7___00W ,.- ,� " /I I �". 11. . � �, I � I ROPOSE E R�TCI 411,� 1, I . . I � . I.... (3) � -I- I � f, I I- I � �), , 11. - " �.' �, 0111- � I-"' \ COMPLETOFH � I " 1, l . - I �, I I � I � 11 . -rw1mu. I , � I � I ," , � � 1. �',,� . I ,z � I " -,":,�� ZZ., , N I 0, I � INTO APPROVED LEVELI, vv E r , , - I I . - ii-- , . , . . . I I -1 - b� " , _� �, , � 11, I ,THE APPROVED FACILIT� ." 1, I I i4� I I �\ �', " , ASSEMBLYI�,/G �, �, I �' 1, - �\ , � � , <\-7N -;> _1111-.1-1-- I , ..'� .... N - I I t.4's >�� . 11,/ � I I I � I I 11 � � I 1/,�,, . � ......... , - , , . 1. I I.. w ... % ,. I � � ', " , � - . "I " .1. , ''/ �< I -1 I � 1- I , , . ___ .�_ 1- ,� �, / , - I.. - I I '. I . . - I , . .. �, _ � _ - , � - - �/ , I 1 .4 .. I � �, .- ,�, 11 , - .... � , \ % TO HANDLE- ADDITi-6NAL., - -1.011 11,01.1- I I � - e . , f , ,--,,, - , - 4 �/_ , - - I N,;,�`, 1, '�9�1 "'>� , -, -, .,-, � 1, - I A - i . �� I I 1�1 4 I � - X - , . il 1 "__d 11" .,/ " , ,- , : . I � _- ��'-`�,�'�: -�, - 1 � I 1/1 '11 BINION ROAD IN k i I '�e,,� � - - - --,�,,/., %, I �: -, " � ,� �, \ 1 7�`.!: . __ I I ..... ., � - . I - - \ /, 1. � - � � k1- _', " 1 I �11� �.,,, b� - < . - - , 1. i 11 , /' ��" � I , �, .; - � . . 1/1, ", " ", r� . I > 1, � `� �, .��, I 11 I �f, I I ", " ., , , , , I .d" 11 I ff,�-, 1, .. 1. I 11 _,� �- ", '. _1\ _'< .1 I , " -, - -1 . . � I 1� � f F , 'i > , , , � " I 11 I 1. If , - .. I. 11 ..� . 1, �'. 7.� 1� �",_' w I" 1, ..... , - ; k ! � , �y/ v 11 I 11 , , , �,,, � 1. - !. . I 11 11 I - - 11., I -1 , " 11 I-` I - : I " �� - C� . ,� I � I P�x _', � � - � i ,� . LIJ � � - 1-1- _-, 11�1' 1,�'. - , � - � , 1(�. I ,�,, - I � - \ � I - 11 � - I , X __ I 1. , I \ I __ �,w,�, .. � �, . 11 I ,, I � �, ... _ /�� . ./ � 11 I 1, I /'. 11 . z_L11 I - - -I' -, � , - _�, - - - � � , � - 1 .� I- I _ ! �_ I " , " , �, � / -11, - I _', _j � , - - AT I �.. I " � - ( 11 PRO I ER � � j- , , � 1�- - � , " // __ I '�.".. - -1. - � . . .!`\\�.,,�,:�.. _j 1. _ , , - , I I I '. __ r . > - ,,-. -_4 I I I . i J ... / SERVICE ILATERALW/ \ � \ I 1, _. " , - , ,_1 11, I - .. " I "I I � :. 11 � � I 1- �_7E�- � . '. .11 , ... t:�, , . . I I I ".. . - 4 I ) / / METER (TYP.) / � - z . 0- - , ', \ . , ", -.<. - l/.> ... 1, � / > . :, � __ '_ _ I "' � ; l , , �� I I . . I . � � 1--` . 1. i, � I \ I. I. .1 I 1� "' '-- - i , ... I � , \ ��:� " -N 11, "I 1, - * '' 4'' , " , . . .. 11 ... � � , , � 11, 1. PROPOSED TORM SEWER TO OUTFALL INTO ADEQUATE - -11.1 I . , �,,, "I" U) � I ,�, \ I .1 I I., � . ; ,1 � \ ��___-_��11 I . . . '. � PROPOS91D 04" SANIITARYJ/ 11 11 "I �\7 .:_ 111. % 1,' �, , "', 1�1 --l- I_ mmmm � . -7 RIPRAP LINED CHANNELS. RUNOFF WILL NOT BE EROSIVE . . I 11 � . �' I V ( � - \ �� . / ,��.. , , �, .-, 1v ,/.-. "I " w 11 - -- � I I I � I '. � . ��f . . .. "I _� , , , I -- -DURING THE 2 -yr DESIGN STORM& WILL BE CONTAINED vyl ININ . 11--1 . - � ,�, � I i . , .. I ,x I" � " - , , , I \/ , , . ._4 I I , \ , I I .. ...... I CLEANOUT (TYP.) � , � � \, ,_ / I -1 11 . � I \ THE BANKS DURING THE io-yr DESIGN STORM. THE RIPRAP ) I . . . . . . .. . I ........ � � I " I : I 1� 1, / % �, . � . "I ; "I. I �_ 1, LINED CHANNELS WILL EXTEND TO THE STREAM BANKS, ..'.'".. ... . I / � t 11 i I � / . \ � �, t"'I � 4, I ; �, V . . . . "::�. I :, . .,.,...". . .. I... � 3 I / I I ',I \1'1� y 1�,�� 1, I., ) �K.. "I I ) , I . .1i, . . , , I ill � ___ / I Z / 0 , WHERE THEIR SUBAREAS ARE LESS THAN OR EQUAL TO 3% OF . :�� "* I � , , ; I 1-1 ... 1- i . , ,� 11 I � i . . ... � 1\, e .. � 1 _ �. I �, _/ Lu - I i, � . THE STREAM's OVERALL WATERSHED, HEREBYMEETING . . . ; � I -, � , / ,, I I I I I .... I I I I I � ... I - � � , � .... �. � , - �, ] , _ ." .... ... . � I �, ,1 I , . I 1, ../ i .... I i I NL)r-K---,,_ I , 11 .. � I .... _ � I -1 I .� T`,, . . "."'.''11111 I I I 11 1-1 4 I � / ... � _�..,_, � I i MINIMUM CHANNEL & FLOOD PROTECTION REQUIREMENTS . F.. ,. cr ----------- � � i , ... � .... -1 . , __ / I - �/_l "I I 1� . i I f . 21, - 1� - , 11 / ...... i ", / � � ''.." I S, I - / I / . . . , . � .. . �� - I / / I / , � , , I I - _,,, I .......... , Ir ./ " ....... - I- � . --i 1. �.�-�-� �� 11 ...... 1, � I / 0-7 ,� �,/ " 1� � / / . I .... V'. 1, ... rL � ....,...,.,., / < PROPOSE[ I � I ! : �� - � . - I -1 I . , / I , i �,,_ � ; '.1. -.'-'. 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"", -, ,� I . . , / / � _-1 " - '\ 11 .1 " - I MIIIIIIIIIIIIIIII 0 . . ... I I �, �, - . _11-1- � I �111 ��., ,_ , 1\ i ,-� if--, I " 11, � _1� _� ,g , �, 11 11 ; - __-, , I / 0 ,�� - RUNOFF FRC 1, - ) � � -1 I -1, , " -.1 I— , " " ,,, � � w -, , -- -_, \ I _,�,-__ - - , , - /� ... 1, , / 1.<' �_ I -11 - I I I "(1 i�` � � I PROPOSED TORM SEWS ,, - I . � ", ", i�� - - - -OPOSE � DO . : � L2 I ' I ' I ; � -, ,_. �,�, '\ i _ 1, � I i OUTFALL INTO DRAINAGE SWALE. I 11 " � , I/ PROPOSED STORM SEWER. : N - ,-_ � \ \ I � � , ", `,,\� I . I � I , , I , " � - � I � \1 I � I I -, � I i- .. I I I r I I " 4 I/ 11 I 'L � --CL � � ; � , , - � " � 1. , . I .. , " I � \ I ,_52 DIP W/L t * I � ,� - �, � 11 I , 11 � i DRAI NAG E SWALE T0,Rkm v E , �� / / - RUNOFF TO BE TREATED VIA THE / -1. \ 1-1 �, j - � ,'&-��l \ . I - � I I IN 4 �,, I.. .. . 1, : I i � ' 111_ I-, "I ,��,,Fm ,05ED SWALE ISAN-LINEW1 I ti __ - -, - �_/ \1 , I . 11 , ; -11, " __/ . J�f �, I 1� " I �' - �1- . I I QUANTI`TY, & QUALITY TkEATM ENT .... I - � '. jTUR ' ________ PROPOSED ". \ , � � �, -,, ,1 I -, I \ .... I � . ., 1, ., � - ET P( . INU � " , I 11 . . / �', � E ALLEYWAY, WHICH WILL ----- % - J) V \ � �, -1 �, 1� _'� I i _ ....... % I -, VIATHEL VEL1.1-V ' � - 1'� " � , � ". �'�,�/ T'ls �, �, ,� \ I E _�� 5 , I I / --- �,,� .� - _ UNDER SEP) __ �,� _ 1� 1, Q� � .. � I , __ � I I I �, I I - , .1.� , 11 I - � 'ED ON THIS __�- � 1, DIRECT RUNOFF I NTO THE LEVEL'Ir __ � . � � I I ., � I \ �, 11 - 4% -_--_1.1-__ 11 _....LOCAT ,-.PARCEL. THE ( �, \ -, ,�, "" ,� I , ", 1. - 1� � � i t �_ 'z' V I �1, I -, I I � � � �. , - ` � , - , , WET I -, , " t � � I � \ , I . I 11 I'll - I I POND CURRENTLY UNDER �� I - 5 ! �\`Vx: r�,�-.-��,��:� 1 - - " WET POND IS UNDER SEPARATE �, � '' I ___ 'ell'; , ) � i � : I -, �, F , 00-111 ) - � Q� 1, r � � ........... - 11 C _111- � � I , f � I k " - I - __ . I I REVIE . , . �, 1� I � I . � .11 t it:w. - I , I / ___ �i � , . \ I , %\ - '. - . . I I, .- I - /� , .. �, _____�� I I I - ___ _-1 -, 'N . i I . -1 '�_____ "I- �_ ,'\ WFOR v - __ - � mmi < . \ ,�� " . , LL : . .? 11 ) I I 1, I I 11 ,� 1 --,--- I ��l � i ��, � -, I I _____ I 1, , �1.1,/, I I , . I ."/ 11 .1 I I -1 . _.— -, , I I .... _� I � , __/ 1-1 . ...................... �� I I " Xf I I � IV" I , ", � -,, - . (D ... �� , I'll . - —, � �� "'I'l , � � -- I 1, � \ � I _-, 'ROPOSED -, ,/_'� " z"', " �1_11 \1 I I ., �, I F - . �,�� \ x'' I � ,� ,, :�� , �', �x I CD -, �_ 1� 11 11. I I � 1.\ 1, 1__. � - �, I \ \ I - I " 11", TWO MANHOLES AREITO BE ( , I - - - �. � 1�., I \ / � ___-) �', " ,"', / � ", ..4:::: 5 ) � . 8" SDR 26 / ,,,.,,, A , ��'. � " " I �, 'I, I I - %, I PROPOSED OB" CL. So DI S/L. SAN1TARY` , � - I .1/ i--------- , _. 1�, z /I'- � . 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THIS PLAN AS DRA WN MA Y NO T A CCURA TEL Y REFLEC T THE REQUIREMEN IS OF THE PERMI T WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GO VERN. 2. ALL MATFRIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE 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 REA SONA BL Y OB TA INA BL E, L ESSER SL OPES OF J.- 1 OR BE TIER A RE TO BE A CHIE VED. 6. PA VED, RIP -RAP OR STABILIZA TION 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. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS W. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ! ,PYZ 7j?A Z Co W . ,FT J?Lr077j0jV .ffoTF J? 6 . 'y FOJ? A FT ,FZ 7TS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS W17-HIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COA41WUNITY DEVELOPMENT (296-58J2) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRAIDE SOIL. THREE (J) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR 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. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 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 Of? A NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 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 KqDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM MTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION 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 VDOT's VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT UTILITY, GI;MDING & DRAINAGE PLAN SCALE 1 "=50' RO-4jO X077ZS GRADIN 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER To SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE. 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 PROVIDED AS INDICATED ,ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA VEMEN T- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACT70N BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST HE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, //, OR N PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFA CE TREA TMEN T IS A PPL IED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0. J GAL.ISQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY NOTE: MANDATORY INSPECTIONS 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 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, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A 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 VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE 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. � � I 1 I - - r I " , , - � I t _ I - I �, - :,��;�� - _ ", - 1. . -_ - - ��,\ . 1� k �1' " � � , � 1� -1 \\', I � � �� % i !�,,,!:>�� I I " ; 1 � , �. , , �j , - . 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I i i t f � .__:7T! tz_-� , I / : � i I 2 � - /` � VACATED WHEN EASTERk, I 1 i .'L I F �i � �L I � � "I . I / . "I ::t / t � ; 11 I I �. ; 1'� 11-L . � � i 11 I I I- , , TRUCT b i I L , I .. 4 . i I I I / � � � , I t, I I rt i i L I � / / I � i I / � �, -, / , �i . ,"__�' � , �� f ,; 1: , � ( : � � -` i� I 1 1 / / // / . PAVEMENT FOR FUTURE � ; : � � " " �,/ � AVENUE IS CONS ,� EXTENSION/ CONNECTION. ; I , / � �', , � " 1� P " " .1 t ; I I I : . ' I ,� � � ".11 / ".-I __ .. ...... f � t 3 tt t I r , � o � "'L t � -1 � � � : ; ! (DB 4077'i PC � '', I I � I I r . . il . I- LL, - i a I q i I 11 i , � '11, 1, , , , , 1: I � / -, -1 � I ; , - a n: , I , � , j I . / _ I I � , �1� ;r , E , . . / / I 1 ' LL � � � .:: I t i i I j \ , F I I . t , , . I I ; ! I I i � - - - - I � q - _ . I I 1' /:,: / I— �, I . , i t ; I � � I . t i � 11 i i I' � / � t-� I / \� __--- i - ___ . I 4" 4,1-1 1-11-2 " R 1 6 " I v - STANDARD CG -6 CURB & GU TTER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. EXIST EXIST GROUND EXIST GROUND EXIS T GROUND (5' MIN.) 4" CONC. � JOOO psi A41N � I . . . . 4- __� ' .. 'i .P/ / 11 . . . . , . .. A , ,�N , z ,� " '' . . \ .. :,.- - . - / . � .. . . ... " " I , \/ " �X �,, V7X "PRPIP, \ 4" 21-A STONE BASE NO SCALE 1 4 "-2" SM -9.5A _,__� IIIIIIIIIIIIIIIIIII 3"-6" BM -25 H1111M INTERMEDIATE COURSE -, �� t u uv?t�e) t-j",�'J" ��61_4�1� I 4"-9" COMPACTED AGGREGATE - -'�eNfl';8�'c?cy` 1� .1i 6 CU0' ��)0$0�)�-),�V,, -0 1�3,1 �.01 j ." - - BASE COURSE, VDOT #21A - -11-1 A�, -,2�g , "� , -- 4/11 OR #21B DEPENDING ON �' ��i��Z/' ULTIMATE TRAFFIC LIMITS I , , �/,� , I'll I— , �Nl � ,,� AND UNDERDRAINS _,___� , 'I'-... COMPACTED ASPHALT PAVING - ROADS NO SCALE -31 ul z F_ 45 1 0') T_ z [�_ cy) 0 . F__4 cy) 0') M N P-4 ,4 > cr) P-1 (D V) "zi, n 0 0- � I co D 0- c\j D >1 c 0 U) 0 0') � c\j �O N cid -0 (3) U) D < z - Q) > � - 0 6 L: Lu 15 ') z ft� - I CL a u = LLI _j u) z W -0 0 c: Z > F_ 0 Lj cf) ul) - F__q � U) 0 :z Lu __j Q__j I-__ Lr) .0 __j 0 I-__ :;� � u >_ 0 - 0 re �-- Q) 0 _j uj 0 � -1 c 3� Q) T_ < u) Q c .E 0 < z -0 U 1-4 Q) C -T cz () Q) D � _0 a� 0 2: V) . i_ � �r 1 P-4 Lu 0- ') 'n � (b . _j F- T �� LU -0 0- ') , LIJ cl� 0 � x ") 0 C 0) F_ 0. Z ,,�5 5 ul 0 , _0 cl) c 7tf - _j 0 3: I-_ _j 0 cy. 111-4 — C�� -".d Lli Ljj C,3 L1j = 5� (1) �D c cc F_ z .0 LLJ -t 0 I-_ 0 , � U) Z -,- :] cn 0 U, c i 0 I-- LL_ 0 () U I-- , - 0 Lli 0-,, �_ >N 0 cc c " 0 < a) ff, CL 6. �� c: < �e Q_ 16 AP�AIL C) :2 0 > -0 IL.) . m � C:) -2 c u 0 0 . C:) A , Q) (-) c\j ce a) :3 = - uj ca , c Q) 0 � (-) z uj a _j 0 �_ Lu�- u) - � , -u - u __j � C Lu I-- Q) a) ,n u LU E ` Lu :) E 0 2 0 - U) -u -�, - _0 0 JOB NO. ,v c: �, - 6 -0 122066 -c" 0 - co a) — V) > SCALE - , -1 D 0 C AS SHOWN S.' W - __ c - 0 0) > SHEE I NU� 0- Q) 0 Q) V) cn -t 5 a) 0 -C � �- 3., 2 -DEVELOPMENT SWM PLAN F < PRE -DEVELOPMENT SWM PLAN POST 7— SCALE i_"=ioci SCALE i"=noo' f/ . ... ...... — — — — — — S, rPH 0 S --- — — ---- .... 7 N i J _e� J N' 1 LIMITS OF PROPOSED OF PROPOSED r'H NX -1 k '(TYP R . COLLINS!Z -_'DJEVEL6PmENTT'rY`P) IIENT' SC TT 0_ 91,�:_ DEVELOPN (!Lloc_�� N 0035 7� J I L U Lie. No. 0357914�, SCOTT R. -------- - - - - MM: .... . .............. XXW.—, k, ORAL 1 401"Mm"Iff , von�_�i, V& - Will -MANAGE STEEP STEEP. - 1, 1 N' 7,77:2- -OPES, P 177 ER, -SLO Pk"PER ALbtMAK t LU 014T -y LBEMAIR E COUNTY L NU n 411k E�El_ 11 WItTP6 - ; � _ " "', - - ,LEVEL 11 W TPC NG 6�6� 1. . ........ -N B ING CURRENTILY�Bb' CURl E '-,,-AMENDED UNDER -'SEPARATE 14E�l I;W SEPARATE fIEW %111L� AMENDED UNDER / f N N Z �8 'N 0 < A", APP DVED FOOTHILL CROSSING %.J PHASES IV & V SWM FACILI 17Y SUBAREA V) LLJ 16.5�,ac N allIn Ln V C N=57 _T6 - C > Z L z - - -------- -- -------- 7' i f . ..... LIU, _4 P... ........ Z 0I 5� /X 2 -T 4W UJI r -i 7 41** 4fr + POST -DEVELOPMENT FOOTHILL 3 IV aiv.? ]VI YS�LIB 'REA'. A FA:CILIT V )rk OPOSE15 STORM SEVVER. Z UNOFF,FROM S LE TO ENTER PIR W� TC -0 23 hrs. F PTO BE TREATED VIATHE� P OSIED LEVEL 11 WET POND, ROP P 00 UN E N io k PARATEW00 REVIEW go Z, PROPOSED STORM SEWER TOO LIN, "e, CY) ? DRAINAGE SWALE.'DRAINAGE SWALE TO RECEIVE- Cr5 THE LEVEL PROPOSED SWALE IS,IN-LINE QUANTITY & QUALITY TREATMENT,)A 11 WET�POND LOCATED ON THIS PARCEL. THE W&�/ 15 QNDER-SWARATEWPOREVIE WITH A FUTURE ALLEYWAY, _W WH IC H WI LL D I KECT RU l 4 Boom= --INTO THE LEVEL 11 WET POND CID Z '7� CURRENTLY UNDER REVIEW V) PROPOSED STORM�StWER TO OUTFALL 'ADEQUATE RIPRAP ONED CHANNELS RUNOFF, x, T 0 V WILL NOTPE ERO SIVE DU RING THE 2-�r D Z 5 C\J TORM & WHIL, B E CONTA I N E D WITH I N'TH r BAN KS 'N STORM. THE RI C) LINED CHANNELS WILL EXTEND TO THE STREAM DURING THE.i PRkP WHERE THEIR SUBAREAS ARE LESS THAN - OR EQUAL TO i%,OF THE STREAM's OVERALL ( - \ie C\1 Q) WATERSHED, HEREBY MEETING MINIMUM N, u) CHANNEL 4 FLOOD PROTECTION_REbUIREMENTS;- 4f, .... . .... < q < 0 . ... ...... Lii fs _J _J 11 SWM FAdL CROSSING PHASEJ > _TYSUE1AAt FACILITY 4V _K APPROVED FOOT POST DEVELOPMENT FO L CL "I R C� RARE U-1 F_ �4 V _CN=73' C/) UJ 4z 71— N ------ J UJ .7o at. 4% _J T _4� CW569,2 A) 5 C= 0 ---------- UJ Z N 4111 C hN 0 Lo cr C > < N _71 A A31 �J ------ rV00 �21 U.J J - UJ 0 " 'N N UJ put c�l �t N..e. GIenbmokatFoMh,IIs ........... . CL APPR& EDSWM A PPF FALl Ll I T RMP De,!gn 2MI Stds Spec s FJ E C/) Site Information D r Ul CD u� UJ LLJ Post -Development Project (Treatment Volume and Loads) Land Cover facresl Z Lii 77, Z CD _7 OP OF A So ils ssoils C Solis Dsoils T—L, 'P . df— M—g- T..fl.— -Jub.�,g,.d.dfr 7-7 4 be co 7 C: 7 C i�-� W N3 Z 77, ---------- 0 . ..... 0 IBM X C-) 7,11) LL_ V- C LL1 0 ,oc Constants Runoff . -iftfide 5111lil A- I R� iff.11 T-1 N,1 .,, JTN) E MC fJQ, T a,T-, TF I— d 114� -;'yl � Fjljds�� fm,� B soils f: S.Ils LL A Solis D so" 021 :JE7 j L! c: < 'A (D -- - ---------- --- I * . r,�'\ " � -- - I I ____ - ( r) Mr�_,, I - r FZ 4 t, �t Ti r e C: C 4 X 4, 1\ __QMTRU9n0N OFEASTIER '3T General Construction notes for Stormwater Management Plans T- CD 0ENUF CONNE= TO a. All dams and constructed fill to be within 95% of maximum dry density and 2% Of -MENFASTF Mk%� ------ optimum moisture content. All fill material to be approved by a geotechnical engineer. A TED UE --MOP D NMU7 geotechnical engineer is to be present during construction of dams. D B 40MPG 1 5, V Y 2, C 3. For temporary sediment traps or basins which are to be converted to permanent LAND COVER SUMMARY POST DEVELOPMENT A 1�, 2 Pipe and riserjoints are to be watertight within stormwater Management facilities. LLJ Z __J C U) UJ C stormwater management facilities; conversion is nottotalke place untilthe site is V 'All 1�j v Covef T�amfVolurneandNwn�nf L=ls stabilized, and permission has been obtained from the County erosion control inspector. 6, 4 6,,5 Z�7 I . UJ -1 - V E J > STORMWATER MANArPhAPKIT MADDATINIE: Treann�tllc -,o p" , , 1 13 6-4 3 S- /,m XrXX ;::: i I " , , ,, \ , 6 A'- I r- l, MMM 11111�x� 1 NNNN� We,ght,d R� V.Ium� f�tj -- — ---- -- - �AN STREET THE PROPOSED STORMWATER MANAGEMENT PLAN PROVIDES TREATMENT FOR THE /(VA9. WIDTH RAW -1-_ CONSTRUCTION OF THE NEXT PHASE OF FOOTHILL CROSSING, GLENBROOK AT FOOTHILLS. 5�- lblyr) 771 A TF VSMP PLAN WILL BE SUBMIT -D WITH THE FINAL ROAD AND SUBDIVISION PLANS. THIS VSMP V PLAN WILL ADHERE TO PART 1113 REQUIREMENTS FOR STORMWATER MANAGEMENT P., P.. 0 6- 4 6, _7 J N TREATMENT. THE VSMP PLAN WILL SHOW WATER QUALITY & QUANTITY COMPLIANCE BEING Werghted R1, lnff, X pf " ., 1 , I, I MET, OR A PORTION THEREOF, THROUGH THE BEST MANAGEMENT PRACTICES OF TWO SWM ,1� klm4g�d Turf p 'N FACILITIES. ONE OF THESE FACILITIES IS LOCATED OFFSITE AND WAS APPROVED FOR J, "', � � (� CONSTRUCTION WITH PHASE 11 OF FOOTHILL CROSSING. THIS FACILITY IS LOCATED TO THE % K mpemous co,_� put�) f SOUTH. THE SECOND FACILITY, WHICH IS LOCATED TO THE NORTH, WAS APPROVED FOR 14-4 , 1 Rv (jmp�ious CONSTRUCTION WITH FOOTHILL CROSSING PHASES IV & V. THIS FACILITY IS CURRENTLY BEING 65 �3 xN MN 4 0 0.7 oUS AMENDED AND IS UNDER REVIEW AT THE COUNTY. ADDITIONAL STORMWATER MANAGEMENT 4/ TREATMENT PRACTICES MAY BE UTILIZED ATTHE TIME OFTHE VSMP PLAN REVIEW. FOR 5 3 X EXAMPLE, FOREST & OPEN SPACE EASEMENTS MAY BE UTILIZED, AS WELL AS THE PURCHASING X OF NUTRIENT CREDITS TO ENSURE ALL WATER QUALITY REQUIREMENTS ARE MET. ite RI., 0 _: L/ - L�Ilii, % Ln Z E E T r v,: 0 C x (VAR, vVIDTH RML .. . ............ v JOB NO. U 122066 r X �F_ K > Z SCALE 0, IJ 1, =100' U) > SHEET NO. N V) 6 P R 0 F F E R S TA'f E-r'v � I F', NT FOOTTIMLS CROSSING I'F- Wtc� Jana' -q3"211 � " TN J'A 4: 1)16-0�1'1 , I 11-1.11 �. Ta X PA a p P a Z'c 2 I tt: () 5 6 A 2, - Of I - i ) 0 - (, I 6 � 2 1,1 0 �, ():,� () �� U, - 0 0 - k � i " i ,I - I ,,,-1 i ( , " � � , %"") �-, ( ,, V - I ) 0 , 0 4 t I 5 7B.) , "� " -5 6 . ? i - 2 - f , ) I - - I � � ( 1, ;j) - -, 00-06100, an.,A31' l'i�')6�l,"(,-Ciij'-(�".)�,.I-i�"I"t��,.'��'-2 "rhu, 1-,jp,-'.ri-Y ) , I - , I T , i ' j, I -) ,,,� ,� - el. 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MU,aimu-"n �-i.-.!, (--:T,�l-.-.�--�-..I��.-.�,ii�i�,,..n, 1 R['()`��-,1,,V��,�,R� -,'-�t,4�_�10-�,�uat v,,�,'J�1� t�,� One (I'vincr,-Jiall not be hl-'Is,� th�iw, th,-� I I , � � I - . � '. z� 11 i u l � g -, - .-bu, 'i -,,i beirig p, id v� incr,�,m ,ra, � 0, -- , -, ,� � Y� c-3 1 -�n � A- 1 1 , - ,� I � 11, � (fitu, - c � -- F,�-, t,-Tch i., -,l 4" i�,I,Wlil,lucio�,, t'h, -�� t, �- I � , - I 1.1 4 I - 1, � I � - - � - I vm,paicj iw 1�f,�m,-,t�'-,d P-,,�,mv-,'ful,� sjja".�, �1'-�� ,,OrrC,PQO� it�',gly i�dji,lztl,d ',',i ct, 1, � I 11 I I . j - . I , t , Y";u- Pap,e 5 of'8 - 'r I I - d; 'ilve ('merivva- tr -- -,yqr.-,-rn �halt indhade a, convk�,crif�m �,o dt'.�, pha�iv (if T[w F`ooth�ll Crcj,3,qrng1'- I 3- � �� A�,! �! - I 11 I I � � I Nre' Ciborl-tood and ;� ccmme�cdoii ct) Cr�:,zet Park- , lik, T-h�� hcadings ofl-he profc,�xs -and cc)i1ditions sltf- "'Orth Isetow tik%vc bt�ea p%ep�,ut�d �,(-',r cotive,�if�rlcc (.),c - � m6c!�f.,,nct� 01111Y ;�A-ld shall not. coritvA r�r :lffect Obc Yveawtng cit. lbe kalk,en s -'s all, tritcr-p-rel'ation ot - atly pl�ovi-JO,1,,� ".)c dit" kpx")ffi,x�s� L Park ftidaf� Streca Rriad (�,',,'i,�:,t�,,sts�'ut.-t-i'�i"),!f pirld Dedication. ---"------,---------- ------ - - - -------" � -- -- - --,-- --------- , I I t t ( ), � v -, i� er i � 1 " vf �, I i - ir l, � i 5 1 � t, � " �, � " ��- � i 1 (, � � 1 -.:c I j c, i-. c 6 a � % �, - o I & 1, -t t � r f ) a a", -"�, I I " I � i t , � � - " � � I I i ., r �, i I i o ( - a i i ( , I j � � f , � I i e r ( i ,,� �, " d �- ` -� li-aticw - , 11f I . �d'cviifi,-,113 ,o�,l paylk Rldlgt skrcllf.-t '"llark Ridpe!) ran Jle At, n IlIftn' PAr! ", � �� , I ,:-p I I I k Kjo��,_�,e ,iv�,U oc an 11 i , ,� , " ", , ,; 11 - � I 1, �, �- mt-, mces, - n�d i � b ,mi.-Ll,w,--,,c: 1- P, , llvl��Mjc st11c1--(-'M', ill dc";' n, w�,,-'h h,i-ke �ane�7 - q0--n.f, 't i,�q,�,,va'!-% �_, n � �, �,IUZ 1, L - ,, � I;-, t" I � I � 11dag'p, shiffli he ,mn.s�trklotcd, bc,firledl afl�i rel�di,- 1,--,� b,�-- �.("-"�-,I�li,-,it��,�t-�cie,c'� bv th't. A16t�U4,q.ub", (--�,)Ijutvi Board I . I Cuf !-S,,lpc.,r ,---so!:�,i cu�c acct'p-,arlc-�� wlv,.� the pwbd1-c,:, I " G.,.Iunn 1 ��,- ", 1 -, ,-�- ,,, i 1 --, I � , , -�. ", A � , I I n,V�RMU'l ilflu �IiQ - , �� - - - A lll;ilvl� ucr�,M-Jrl,ld - � I - , dh�,,� dit ruadvvav i,,� m -,`t, And conv��-ueru 1, ff, " , ��f �,- �'(�'011,rjj - ` pric r v, �S,-I-,-mmc� 4 lfii�� N"T rrz,11112C 1, f��,rttn i " ,, � f-, j � I 11- 1. I , ed" I- 6 1 � � - -i �, I i r t "I 1,", 1 I I - ", - 11 � I I 1, I ter '', 'J � *1111�fhln thf�, 131-mv 17", 011ci" One 0wilor I � �, .A��, � ci � ,Tttll�'Ace� 0� 0�XIM"i"WV 1-�Veln arf � � I ,� I I I 1. I , It � � I - - I - 11 I" . - . ' I I `� r , � �- , ci mdag-cs Mid, Ridv 'j, ' V I I -�,- �ljei �,Vr I lq� - �w, Cn at -, ,' Dwrier , 'J�j ,��j�"-Jl�� ",j sr, L �Af'),, J,,n, ,-,, i,�' tetl xc u!';1 6F H ,,, , ti he ( �1: I -1 I -I-1- 1-:11 �� , ri L I , tr � , j slr� 11 deqiicarc RIrk R i(4�c-, �t�z ,i publ�c ,m),A 11 I " �1� B, �,-,��il-,,�L�,-,Ll�'vL,,�,.ii-i�.t4,�-etc)�r R,�y-At-l-L��>ji�-,Lj�l-k-qtian-l-L�t-d-')-�zil-i,L--a-ci�).TL- I Tiht- ()vvae� -,,I-,,--,,! ca,am�,� 41-�� fle COUiLl ll�-ted �,, E%vo lialle, 10'ad I:i oh�t �eneral loc�,, ow, o" du�� ro,,,.f,d - - I -t L , I , - Q L idun6fied al.; 1`a�4�-cn ,'Nvi�,,nuw ('oarIvic,ov R,ojl,d-vva%, ,;; - I 1, J I � I I I � � F-1, ii!,, -,i"'r - ,kVIC"Alkl"� ) ,Q,*1 um" Applioatl,,-�i Ntm- z�, 1� " I E'ast�ml _Aw�,�,v,c voll iv �;m "� ' 1 i , � - � vl",.111C� �IWVM if), d-:�-,,, gn, �%viffi� bikc [�,, � )Ill I �p rle� padkirq,, ,6d �Vvalks, stmet I , , - - I � I l . .� rra,�� anci cvx-cl� 111100 ',Vrl��'11% r-',,'i-,-,wTl1, ,,Wem�c �hAl 7b,',, cf,-1,7,-rucred;:� Jb,--ri,ded ,um -4 re�irly ro be I - 11, I � - r,,�"(-,f��t-�'ll�iict,icl�,,cI bv fl,le� Alhan,,vmw (Iounkm- -,h,l,sr6:c1,--Su,-, -iors, "or acc,ePra ' 'C�-j' -�'��I't-K-t�- '�`i';';r--'M� , I I I vt:,17�1 I I I L f�Ce:if"L(' �` - � � I I eft a f I e, I C,k', 1 ;4n4"; dl,ti C�0'0,mtv ,,,�'n-Onccr sball liz,A-C, ,-Jk,,z---rn6,U,,l,,,d 611Z tfie rl-,adw�V, 1`�; , A C 4 �1--,-�-,i,jtnu fc�- r-raffic " I . I , , � , - I I , � � ` , ; � f v - " , �-, , n 0� j r. W i$�"�I-Cv C I -c �6-ftld"D (5 , , ,ii wvmmi rll,�,, ,�,.,,-op�,-x�,� - I �, "Af A., I- o�,,!, ,,)1;,% cl, � I I h� -�-q I --1- -,� J- , . - - 1� , I %, � "")f X�v �Iu� P, ,rciozlft,cr, "e. , I I . , If , � '11 1� I I . I I , V f-- 4, . I" - � ,'�' j:-�, i S ,, C -1' 1 1, -, 1�v c I I 1, 11 i�� I i I` U 1104 U M ,; ', -, - i i(6flr, 14�1� 1, af`zw- ,lie vo, � 11 r ,-�,,X 1wr co�-uplcf-'C 1 , � � ��.!'- - - ih nt,t,�l m."'p"Q�'t oll flv- (,-,clu m� - rl , � , � - � I , � 1 1 dl -e 0 -twr �,l-,,�'11 dcOican" F, , : , 73-ic rcmd` 14 P,�,, I ,'-is',-'Q�", 1'��, Li"Oe R', 2 IVA il 3. Gre,enwav Trails, ------------- Ii��- , U- A. C,ggqr�� -j,j,cji -�, v, of Grtenv,-Ai, Tr '6, , -.,,- - -K- - -�lji%1�12j��dj,.- --- I -- - 11-11 ---- - I -- , - 1� �- 'A prinlitive ualf u--m"Ork, con","�-�t,:,tv %vid, dric County's desi�gn standar,,I- f,�,ir a Clas-is B- , , a' I L )�, I I - ,. , t ��i:�j f; r) � -tccl %v`h�i:t th,(, G,4,,c�,r,o�va,- 'Tht ' i (ailat , Z, .,�_ , f�i, �', 'a - "p vrwouvt flaturi't tr a , I � i 1, % ; M15 I, � c 1 p , . -- I - It"J", I of t -he tr"d] �,!`Mlt ,rloi preclude the fian-ire cf..-mver.,��om, il,-`�' ()Ohert� "D -f dv� tr-all ��,-- CIPR� A- I I - J ' . p� -i, r -, 111-ic Qevievaj locacil-)ln nd Tif'C' 1-1-pil ,,,vi�--J, - , i�,,��vfl ,>r', Vic, ,�-t, -,d 11 -T -W sr-aikda d- ,_, I I i 1- 0� � 15� "j- Apo.Uf�aficm' PI -aa, huwQver vxac� �1-,111 le--icarions -Jbtali be dl,�-14�,v,,,I-I-Uwd ba�t�d c,,- Site - - - I I I d . dob I I 11�: - C011 1 "6, histo"lad"')fl ,:Ar the t,�:-ail �,,,viv;ork ,,h' -fl be c,A;--,,p1cw,d ,��40,17 1:111) ti�-�L.111M(-,�, 'It I 11 - - - api).roval ,-)f t1w toralh, �Y--P`) c- (--) &'n ,_a i'1111111�� f"V1,111,11 ew lfj,�� I UY] I I j L, � l � , 4PA, - --) V, t1l, - w'tl -tile I)roJ"�,l;, I ` - - I � "'"' 1-1111, f -v 1-jua am �p,tior lo thi� Issualic.V of d)c tendl � I ( -1pon ,,,t) -c nikquesi of whe 1,-�-Acftlq,_� , )��') 1�,) I , v;id'Ll r -he Prc-,ject, the, 0wrier 'sJuall dedir-,"a"', to 11-1,,tc, Corinty an ��asr�fnem fOr pubfic ��-11,e � .'� , ovcr kfie Gr�-,caw,-,v -av--e, 3-5 -�hown on Ole ',p)kcit�6'11�1 pl,u', I lic-,t ic, vh�,, Co W - - r, , . � � - I - 1:U1r-1* R I , I I � at ,-' U, h4� ,`-cen�%,�,�;lv � ,',qtf e,�S" 'j,- � ') (]eL"Cl ie SUCO �,-.,-&Ynem, z1be (.1"vacsr vna� �i�l-f,�-,,��,,tc,�o(,),,-E-'X�ns i, 1' 0 i' 11� &I � - � , - L I - �� , �'Yl� `��'I'%�--21'�-'-Jl �'I�)I-H;Ur�-I-e�r)t�' �""it"3 Qo� cn,� mu t�, �v � , 11 I P 11 . WL"- 'd�ac� 1,� !,o I , ,, � 1, I bi;iivjsi(�ili rlLus fo" ,aiic�, Ivii, I " �, --t � it, I . � , � pro"v-w, � r', I I m-ervel 10, Itc-3h, ie"i,.e� nmlit,�. fi�,!h i"", of the ,1,1�,� ti2lenyva", , ed 4 ovvk,:V�,x� Khal IC -)"v -� It f "1-4 V �- I , . I I - � I I I -1 Page 2 of 8 S. -C' �,,t-4-it-r,,2LIll��,-l-k4-!�-'s��t-tr�L, i -d co qt�, � -11.1 - Notv-2ithstanding dw prc�visioris of th,�,St- 1`��,Wffx,---�� le -1 We culamv.Ky' ffie Qwng�--'Z; oblig"16w'I to pay ca�'11 . ,-, , Conf-iihiation's �J-mll. 4-ot cornirric-ace, Unt-d thl� num�bex c-dFanlz�;, to which ,�,Ach ('a,.-,�h CoWrlibuk"W'KI!,� apph, I - it 1 w1l, I 11, _bv4 -� havt bte'a v�,,uph�'u�d 111"Ar result, "At xv',)L�Jd av,- b,,,c-n -a tixal Ca,,Jrl Cuum icni cqt�:d ct, I efl;�7 tota-1 V,tlh-le of" �A Fastc,ra Avcnuc, and relkifted ilrtiproVtn-WW'1� U) be c,r,m'D'WtK,'ci I) ()"�'V!,,,�,r, 6'i f')c - i , Y � 't I � I pedc'm"-an T,unnel alvd id) the (-i�ic Space ily1provermnWil It'll'-�,-,�,�il,.��:F.�%-,-.�l�,; ra,116i�rftcl to-,u� th�- �'Li4in,d . I I I - , � I �., - '� � , IkTi ri rl , . -I � e 1"'ontribt,furin -'). Thc In, Kind �..-.',(-,,ni-t,,..A,.tt.ic�.i'A SM111 be S,-0`99,991.V�Vlf- 1`11" Irt-, , 'id (,-��i,��w - 1 utiic,�, 1" flcct�,, � , - , , , _ ,� �j � 1', . �� I I I e �-a I k w, f. �) f th (." i I 1 I p r � � v Q'I I I V-1-1 L's d f 'a t 1 1, tc 0 vv a � 1 i "Z, (.� cl,- A-- 1,; 1.1 " t C d, 1� u 'r I ,a 1kc, p u, i,,-�i u �, I, r i � !��-1 we" � pr-`--�-, I .,�( " tlmi-arc !�ot 11w bc-nei:'1�'.'o't!n,' P`�11-11; -- 'Hic (),imor sl�,,411 nor 1r)c tcqti�.md to pay x�ny per k"I'-4, cas'll I I � , (-Qw,k7ibu6o�ls lmml tile tir-lic of thi� i*sU-,t.f1(-,c of dl -lc. i,,ufJfdif'g, 1,-,�&rnll;-, fi:)ra new uoi�'. Cl��,J'Tlc,den.-,Ilj �-ftvr l . , I . I I - 1� - I! Z . , , , up,plying dic �',I.C),t(�.�lfl(-"Il"tL�tiecI credits, 1"-,)t thbe rn � k�li`,cl Crl,')n,� 'pu�ion� '. 11 thc �-v-cwt !fl,at rt,w 1,11,01cct .iU; .i I , I - , compleu�d prv,�,z w zhv L),,danct r-)fiJje In- Rdknd C'vwubuof-.�a. bcbng F-�xhlt-�I�,ti�d:, ii -c I'V �CC'M�U,111r.",Z, 'b,dafice of the In-Jund Cot, t�vibz idon rnav not be ,,imAled fl-�-�e� -,vly cil�'--o�'t proige't c,,,r cle-�-i.�.l�,,,,,i"�t�lt.,.n,i; I � I I 11 I Page- 6 of 8 - I IICCC�"-" for Livhde-� azrld maintenanc.c. F,,ach �,Tab(kvi�,-,don plat zsh�d) depict d-Ic"L G'rc�cn-waY , �� U ) ' ' 1, art,�i to be de,,Iiicawd ,,md ,hall bc-ar �� nor� d, r. rhat tile (IRXI)W�t%' "Ire"! ui� de,clicAtc,t! Eor � , ' - 1 - public u�c, If', 'ar diQ 6me rhe Colm,ty rc(j1j�f,.',-ai ded-cat-on cif the (-,fecnw-av, anv pa.t nt .1 , � - , . �Itc crccrtw-ay th��a fias not been di,�(--bc-,mA boy ,;rlbdi,Vl5ic�n LJ�r- sh,au, be, (w,ftlliff Six (6) - , , 11 I � , I ofollf"i 'of S-0ch rcljf,li�,,,�Q at Owrfer-'-.-i co,t, -,--Urve�-klld, I-�Utted and rc,,c)Kded \�iitb, ,);,,,c o r � � I ti-iore deedb of ea�,txnevu del" � , - - -11124'-104), 21, 1�kkt and Pt3t--MiAn TUTIM,l =-- ---- - -- ------------.-- ,� I 11 -W , j - R 0-,� k)��l n t to appEovat by V D01 -,f L id, dit-, (- f i u I , "wAlt" �,-m' i c0n, � - , I w, , llti,� (I , Lrut,.i �i bik�i?.- und L,jj�t ljr��"' ","- I - - 'i M11 � � ju,'dw,l�'wiall �:Llclnel flhcr�� , a"', r1Z _,`�cvw'strlan 11ful Cl " ,,WW!iZ tvi- U." I � , - � n�,,fl ,ivv,v,wk 3S it pas,'I,c,�, mick-tic-iti V'%.iu, Avenll-��, Th,- "'��1,tn��.! dt-i'"an �Aiall bi� siubnnitycti fo,� lcvitiw I .i '� .1,11 - 1 - , � - , I " %'i 11 k Y Fa�;rcro A�-vnsic,, �4�-,�mhsf-;fl,f� ,,,,,f tbt- 1, t�,;%el 'hall b!�, . rh Jay,, roaa�vay plarl� v'� - 4 - I I V I ,- cotnpf,�ted ,prR'11-- "G, .1sliUmi-Cc r�tt � ilt') Mvllij i��f (bo r4�,la,'u 10,rh) (""J "cr a, sin'-,�c fam-1v 11- . ,P I it �), 1� 1. I I A dl',velbog "'Affi'n r1le, prr�)ect. I I , 4, L�'�� im-mmL, iLtiA',.,'-i. C- � f" , III(,, ('hv-net, ahall J.'�vnv,idle rto�, k-6,, flmn, -9t),(X1"X) �.xjlware r cf. oflav"d %xvidrvin zhe projin-�� f'Or A -AVIC: ,:Ipao� in dl�� =�,,-�-,�l 1,-Acatioo idolri,'fiea on� OfL App'Hca6oln. F, wu.,� Tht,- Civ.ic ,Sl?,-,.cv ,4i�tfl be ,sv` z'umirially 1.> - - , � -) 1. ,�..-)m'piewd 1)6)iv 1c.s d3le il�i',iuxffic-� o�t appti:)�Iaj C�f tj'jt�� 1,el jt)-, ' [f'Ih� (�() i;v-,'� , 1 f 1�, rjLqccu� Parks and - t . i I - i, � , .1 . �] -ml. d - P I I,- " n- ic, spact�ll ,�Ih,al[ be Cj:'l-tVfTeCj lj-�, "I ') �,,. -,)�, "I � - _ _ J'jd nj�ftlrmUinzd b�� the ','- -ncr'15 Asso.ci,aril-ia, Ilihe �� viner sh-all pay I I I � I F � . I - 0"le cost of Subdividji�g�and c Oil vevi-ag Tilt P�frk, �riad 'CiVic, SpaoL�,-s v), fl,,� OvvrD, 'i.; A�-,socli,jtwl, L . I I I I -1 15. L�L�Ah kmv� Lh-dkr Lau,L�,aUmRYA�L�iL,,,-IJL�t.,,t,s-, � The", f--)%v,ne,-,-r shn'D comx`buro c-agh nli a Per ,`-market-r�-a-e- d"vell"m � � ,Z� r1rin b-k��is in exct,� of dh,�, jnvnb��,r - "I I I 0� unk� '"'wic �i�:v aP,Y,Ve:d 'by d,ghtv.nd�,r the zo,li " tst L I'lls, 1�q zorlirfg '4-nenw Umt mi in vX11.�tvfl(-f-- at fhe tin-tv of tb' ,- I r 0, -)� --e �� - , - � - T 11, � I ,wv -I-I, '- c- -L -,j d , s I � L . to- ,,Q, f. -irp'; ,!; of adleir �,, i g flie, f f o -tf,)I,-,-. ,��n i on tht-, Cortrivv'-� pkiblic I A ies ta � I - I IN" U ,�C'2� i 11 fte Q� 0 * ;A I'l � ': I , p I - � - , -, I I I , I , I , �', u-1 nrm'��-,poetlljoo, For d,p p,Afp--)1-e5 4�41- GIS jf�,;',-Is `Un� -- ,�cho�)h�, !,�ma-Aic si� f",v� "'t I -) � LTuct -, - �,. c i , M;Mrlc�, P"VK5, ,I - I 0 - I , I . I � . I - " I I . . - I �, � ,I zonh�z i"?, thirt, � PfcAt'cr 5� the ma-lber -,�f urkics a!1cv',-v-e,d by rivhr usde.z ,he, R-1 1R.c#ldcrvm'. z %, cvwt� ('35) -�irlI - , --g,je-C,cmJt� ck�ulchcd nnits� A, -market -rate" w1ft is �,Imy sin&-faxiii1v deniched wlA in dic.- Flro'lcct �, I I I I � 1c ,� - ' -) � dhat isi ow vith�er a For -Sale Aff'o-dable Ho J - im" or � 10., Al -111L Afforda,ble 1 c c As &-,-,.cribf,d. in �L I w�lqg � �, f, - I I , � rotter 6. The ca,,Ji contribud-ort-s sbai, be S(�ven 'Thc)usaiad 11-triec FlImdv-d ",I llixv; Three DAq,.v:, I I I I'll- 11VI M' � - i , , , , i -j) for "ach ��irv�zk- C3� -'th, a, ---f' CJ rjv, , -i 1- si, infwlr thari a and EJRhyec�a CeTif", 1p�,-3-3- - - 'c , ,!, " - , - -- I ll -CMX, 11 - , 1, 1, LZ , ' 11 ,�, , I C01 T i , I? � .1 "IsCructed Fo-r-S,dc ,--�Uowd2blc Dwellitig ,,!%III i - wiffini ph�- prolcltt qw-4&nTig a,", �--,�j"+,�, umb?,-r , rn (fe! 6. 1 i rml otlhef I'votd-," ti -le cash (,-.ontriburion foc vn!arke�� T -0w �-"'qgdc fatn�lv U�ii[ stmIl b��J,,-�In aftk,'r ,. )�Ju �,'Ljq,;l , � I KIM,& pt,mllit &.)r dh,� '15(h inlirki�k r�21,w single f�injAy UTI; , � )wner ce-b"I"t1lin �t � _ �� I H IS -_`��Lled and pric�r to the ( z: 19 I � buil&ng pernm ,'ar th�- 36da ni.arke" r9w ,-�il:rgl,t 11"11"Jily uazi-u 111v c-ai;lh conr�rjbuiii-m�i 5hall be Five I I L I , � il , . - ( ,'.1 , , - - -- 1, ��"16h ,iiagic 111cid$;i,sid .R)"Ali HiMid-red F rl%" stven 1-3c"I'tan., ,awl Flft��' �"Z�""i:L"'�'k C e � t k,�L �'��-i-'�'�-� �()r :� 11 I - , ; , , , - I , 1�, I I I . t ,anlj�,�; ,iq 2c,"ie-d' dv,,(J-,At1g knliti, oflICt ttlRti �Jf 1�1�MlStmz,cued Fon,'Sa4; ,Aftorw.blu f4otl;�innv Unit OvAll I I Ot' ' 11 . L I Rew 24i'w.-,dal-A�,, llft� , I -1 - I � if�i.n, "roff 6, Th,4 cas'll -Isll,r Ull't wl"I'din ihc Ptc�w qlllaj, p, a�� guch it-in,"WX I- f"T., I I J � I - con-lzibuvillms, ,ih-all bt: &V'en Thov,�--nd -. f)ur i'lundrvd. Mno,,��n E)ollai-,s avid, `N'i,fiev� 0�-n,, Ctj,�i�i � I ( 7,4 1 9.9 1) for ,---h. TTm1-dFm:ndv diivi�lfm,g urw, o,-har thart a ccln5wt,�cred FOr Sale Afifi-nirdable 14ousing , I 0 I i ,, , Ull,O'L c>r For Rerit Al'�' rdable Plou,slng UiIit withdn dhe Prf-�Jccc cpalifyrn�c i g its �;tich under ,PtUffes 6. Page 3 ut'8 'Ric widc-r,;4!pcd 0,,vncr,,',q% hereby proffer dhl,at d4i� use And dev��,Aolpinc-m of L�e -Prop&rry sh,all beiri - -m f6trita, -�, ace -writ'll tile proffers and condiliom hiereir, abov-e, ancl the��e proffc,vs sla��[] supce,�cde all cither piffers and --ovicadons madc Pdor lherero� *11his PvcAff"cr Swucmcm cmay be egecuted ija ari; number mi, courlti�."Parcs, eLiClf Of \1411CIL sh-11,11 be afi oli,gnnal arld all of w1iich rogeebe, Shall coui;61uw, ,- ' , 1. I but one and the sarric 6.1strumerflL NXIVI"NE"S'S the fold'o%vitIL" sicrnatlire"� - , r) , OWNERS 4 ff Tax -L%,Iap Parcel 05000-00-043-051B2: 1/�"! ,,,, I I I , " ". i, , , , , - 1- , � , �- I - - ,;! , �, ,- , -, " I'll - I I ��, I ,,� �� ., � �' , I',- 1 11-1117� � ,� L- ,,'.�-� , --- ��-x��-��--------'-,: �-��'��',,,�,',',�-,--,--:If----�--------- ' ,.� _;, CI-IIU-STOPI�-J,f,,R-D-i�-'11,'i' ,--` --, ,,,f:-,," -, "Xii I- I / , ,�, ,/ / 1-1. ,.� e- - � - " I - , �' 1A N I -d � ,-, " I 11 I I \ 'I �- "I, 1101� -11 � , � � , -,; ` / . � -�, -c,, --- -- 11-27-1f--_:�---L-!f-- � - / �--�,',---::--.- , [") Y: � -�-� ---Z-1' --I'- -I '5�0,,,,k . -- I., ;;:;,�-- I ------- .--- EDMUND J. DAILY, / " / / �� ll ,--, '. ;! ,,- "� ." -, , � , ----" , ,� t , ", . I - � - 1 '. � 'L I , . �i-.--?T , f, I ,,,� � f , ? M:,� 1'� " ,�, 11 i I � ? ,�, f 'L ", �(<�,,-,,.?,J,., � ,�, . � i r , , " �,,-) I., i :� - , ,, 1 ( ,-i ik, , Vf'," L,- � ,-, �-, 'r , ".1" 11 � � , , � � -Aa p -�; ,j 13'r -.,Z-7 --� -----1-------, L 1.1--1 - I --Z-1--i-� -��'I'll"�f---,---q�:,:;,�----, e-' 'AN, T I A, 1, � D M LY D I CANT 1 � & �- I k L / - - -` ) c --i, !"--i, " - �- Date: ,- .1, , ,z l,-,�,, / - , ,---�-,,�-�,-"--,-�.---�.,-!.,��-,-.-,-----,�",--,�� ,-----1---.-------- I , OVNIER ufTax 1%lap Pvffc�A 056WOO-004MO & 056A,2-01-00-062ft 1 � ROUlTE 140 11OLDINGS, LLC, i�� vis ,ni-a Uruh,--�d Imbi-Isty co,-lip"In"', /--i� I P11 - I � , , I, I fi I I 11 , 11, ,-+-7 1 f ,,�,,,V,-f, ? Bv�- j I.J IVII �, � 1-1---1----.- �,�".��,-,-","",-,.,�,--�-.11-1� , �---11-- 1---1--.1--1-- ... 111, -'----.'------- �4 � -f - � � 1-"11� C) f -i ----- �-t, " - , ---,,-t --- P P" ,,,,,�,,, ( " � qjt-� I A , I I 0 1 Diltli: j 4' 4, ri , I -z-V t -7 --_,-_-.,----, � ---4-----,,-----I----------,�l----�---A,------ --------------- Pa-c 7 of 8 6 � &I -F'.1 -1 -de UL)!Lbdr�'-� I � Thc Ownez Ai�dl rwovidc affordable llowiI42� c(It-fal wt fiftefcm, po-c-cnr "15�` "' of the twal llumbvr I -,Q� - � , r,,-.,,.6dk,;w:" I wl-'r cowalw,te'd t,ln i -c, ll�c,�lvrvv, �'or cxmpple, if oac IlundtQ 1,1(10/1 t,��t, I t,�,--Aiv,,," are , , '. 0 , ,; - 11, , . , I III - � f . ll, a � �-, , - . I I 1.1 - ,�uxmimicwd 1'rf vhf,� P!,)"tI 15 ul-` , �or d1eir equi,�qd,!�va, ar< ,-tq,�Iired v�� saLi f , ject, �Jlttlevll , "t -4�1 1 is ,v uu,,-, �-xco.!,:r 6, I � I Th�� Owt,er or,iM-, soccc:i4br� ir, interl,'%-tt r,c�cvvc Lie r� t w, intct th!�� 'affordab'k- hlcalif,�-,-g objc�--dv,-, tjjr��j ,,�J-j ?" �:-Ar, e, ' I ' - I i � fI _ � UIDIIU�W-lg vq�,C�,� or 'Umolyr; cash ,� Oil uibudorv-,� ,,,.s ml<,,mv p,4TL-m'axh! d,- -61)c,fl i I � _q, il ,�,Lt�,. . ,-� I -i' L � , , I - I - ection s 6-,V 61-3 2an d 6C , [)&)\v� i I 4, � hfaj��,-i��t� !,*fg-tLIA-Izi-c,�j-fqiLilv�,,,-I.-,,��,"-q'i,; .1111 ni � I � f- 11 � , �'r��abjc ;�-Iou,," �� l 1- "N:11"'Nismi o! rrwj;�-f,.-X�Saw Vff - "'q , � - I - . " Units,fdcffiied bellow-) eh --U be appro-ved by -lie ,��!�,11-i��,�i,�,��l�,.,(4,�> W I I ��- g Of I , uia - I Utu�,I�- - . t�;e Or ��$ , , I I , - I I L � � , , � I � , de,s�gnoi-, "For S,Ilc Affe,l-relable Nou"Jr4v L�niu" �"h"a';) lite dv-o.t,Wn,-,;?, mulks of&�rxl,d, 6-'r ,11�'., ,, - � - , � , I �, �,�, I r I f,-jfjJ4 , 4 - - at no, lrlor,e then Sim,- � �, -ji, , al, - , ,, �) - " y rive percela (,-'-,',' ,2f \",-' f 1?w hig ,Jt I ev",1c, v �-k�-� � , t . - - il - ,� i , , "T N, � (`VlID2V` Ii, � - I I , lll� �! ldv�vtty's . J �A:�,jxnu�tk -,,Ae,'t pricc , or , r time. h, om,e- [5 li,�,-�� L p�iJgrl�'KD. ,�, I " . . , � , " I Jr (-,- I I C, Mi" -.44 1 1 W I � I I ��, h-�andr U fl �: Jwocr shafl pxov' �c thc Counq ol ItS ci�SlanCC a.jPqX1G`e1 ��)$ 0"4 1 1 - , Mlie� � - . , day�; v) idc�vffJif� and preq,nalify arl elieilth, nurcha- l�r F'ot-4 �ilc Alf,urd�&�)`,c I � i", iI, S -in,,! I. 'ni t-,,,, � - 1, � . - I '' IF ,� I-j4L, ,rj�je jjU,jjC4Xed t,Wellty (1Z,(j) da"; periud �,;had cumv,-'ezce Upon �;,m'Kwu nutice L-vmr, 'd-,-, . I � V C)"Airler that th", amt(5), '31,13D loc ati-iijable fut. 6?,Ic� Th"J" al -)Le sh�yll not bi� gi trk tnurc, � - 11- 1. M .r2. dian 1A nety " (�, dava -priur v� mr-tapt of LhQ ( Crl,� 54 -Le Of OcCup� �vv i'm i1w, iqppli�- bl�-� , P � , I - f, - I 1, 4 1 Pz F'Gr-sa' Affomia'31c- 11ousIng � ,nit� if� C i 11� IQ ,, I ne -�,V,mt�vi k��f 1D, jc*�yv-�C-c- txv,iv wv�,�,� �4,�,Vr� tliir�t- k _�, � , " I �,- I I I , � days within vzhich ro provide -4 qUal; I 'JI&d purc ,ja-,�f�,_,,- ft�r , . �.,� I C, L F',, r_,,�`�-jj ,�f'f,-1,,., 4-�� ' I,. - ,� "' ,� IL , � m "a �,, � � I L � , I � I 1-1'ow,',al�-, U'vit, If the Count", or lt�, ti� ig r i&t i,'I' 6 nl'Ut pr�-witic, it q,uainaka, O�Ulchas- , I I I .1-1 .1 L I I . , r � �, 'i�,8,bt ri, 5 , � 'T')(h d---- ,-�4,6,�K% - -14 - -, it - 7&f, " 1�� A) � ijM�� 0-1wilcl, "'01, -4L ',11�,-,,�c ihk� T. ,.Q, ULUWI, - -Irkc humizcd -mei ' i, -, r - I I I I rhe lm-,it(S), vArhow any restric-Li"In on sales. pilice Or IrIcot-ac of the plar�has-"r(:-', - � � B, t�L� a Rc �UA, G�arlb-Lc � ULL�f--- ��J bil' -:�--Iv � -Oi� �, , , - ' ( I ) LtLv'.L�I�g�R-At,��-. The inin-A net rear f�or c1ch rmtal housirig unk, .vo-, which Ownt:r �ct�ks q1U2.1-flicaution flif- t'l-Ic porpose5 of tfilfi pto,F.Fu 6, �� T � or-Rew ,,Uffl-o,rdi H ', i t I �, , , U� F OUSiL:11� � - 1-11,_'�'�f.-]�lllall not t��cccd dic Ji(-�j-�-ui-!,(-.�i,rL"'l�,,,-.�,-�-,tl-,CA"�'ll,�,�-jr�-,,.<itil-L,;It-,I�V�t:,- XCTIT f`W�' VIA pl:<)Yf��d I I , I , , � ) I oy the MI-Yernark C-o".111ti Tlousi:16, ( fi�c'e, rr"i (,,-,tr-h �Suirbst�'cjue,nt ca'Imid'ar YOU', '11�.7 � , I � - � cl, v-,v3nrJ,,.,',v PCE rent for cach 'For-Reat 2\rford--J-),�c lloul�,_--Ik U414-i'm"'iv 1;f,-�� ijacre-,u;r�d up E0 , � � -1 ��4,�, � d�l c- v1cpc'--F1--r ,�`�J �'� F'or J-lurro�c pf 01.1, vroffer 6B, the �tiv,�Tri "�Ntl,� -,�em," rnepm 1,111'at Lhc -- - Y �, " i � I - 1. � - I I . � �1, 1-e�'--mr,ilt-i Utilin1c,s, The ,r,t(pimmcm thi,,c dhe�- vent�� for -mch 1-Cill- re"11i 6oc.& not. ihcald, - -1- - �,�i,_ ' . .� ' " Ujl�rF, �i'� -�-K�"t C"q'XL�Cf-d thc -,Lw!mpak1,jm 1,cnt�� rer-it, fur �;mli N)x-Rmt AffurLI-al-Abe fflowqmx , � � l-1 I , I I �� , st',AW""s� 1, �� P�?zq, 3 D vt , , t il " , . ,hc-�d 'il dui niph ,',"31' ,&,,L! ,.mply fov a � c 1-d, v" icn "IQ'i vcars fcA1A-',w'wJ1c, 111,� I - I X l , OATC the Certiticatc, t��q.�z,��(��-,t-��-,,'�,1,1�,-", i, ",c)"ll � , � he (�,c,krum�- i`!,,�-, cacli F*irr-'B,c--n, AfIordabfc I - I I ,� AZ 1,��, �-,U i,)�- I - � . ljt, yl�j,(*�-j��n -�'js �tc,4 Housulp tiait, o -r uadl fla,��,amzs axe sold ou� i,,�)wl:-,r-, m"Jk1wrALe CO$t. Ull � -1, -.1 - , 111-1dex --,-ither dic, Vis , , I , - ginha Uort",mg, T)-,velopvnew, Awho)Av, 'Famrkem I 11c)" I Ic , I - Admimstration, or Hou�irf��- and Urbaul Developtnciir,, Sectic'm 8, \N,'Tuchever come� fin�tr 0.b'c "Afford,,ilulc Tc*ma�), I � 1, (, fl,'�,- i h�,- Pol-px-nl, -Aff (dabl't, �.-2) -zl , Y,g�(�� E in 91 , , �-SLf 'ptgLr ,t� All cl,ced,,, couw;ying any wtuxvst t q�_ . I 'Virj�mlj� t'nit, dbfri,n.�,,� theAfforcigble Term sha,fl conuua !angqfvpe.--, rccit"'AX4 zh-ft sluch un"�t , 1-1 �� 't�, - ' Ir" " , I ,,,- I m1g, to a r. -1 � . A I � - . 11� - C.,M,V.M� f) -g 11m is 3 -abject to the ter"Is of this ,,it:1hPal`,'1BX�-1T b ` .� It `idd�'rlP , -`�!' �� I I _� 11 - , e R�)!,L n1g: f., , ir _ ,,I , ' i i 1i , , i it"_ � � I _ - � vit , _ r �j lX)T1VQVaY1c�11 Of vw For-Rcria Aff-�rds.bt I Ift 4D ;nV 1 1) Q�rt j 'e":�- WA4,Mg , ! , �; , ,� L , , % I Affurdabic 1-clul sbaP, contqii-a -a f,cmup',,:l-,-, And, 6AI disclo-l'ure of the r�lst,r,,,,tion, ll n d - � � I 0'%VN'E111 f,Jif T'�IX N�tatp PafCd 056.82-W-00-6 610 - ROUTE 240, LLC, a Vke, �- luwtecl I` a biaty, corrlpvxl��v ,�,,-1 I A I / f? 11 114 1 1 B'j: � rt 1;K'-- t I - I .- 'r -- I -,_____L,0�'L, - �:. , - I - I �' I - ; - � I --��- ��J� 7� 1 1- --I--,?,--,-,- "---" I , I , ktt,,,T�� -4- 0 -t- A L�,,, R � � ' �-, -1 , ,,J 1-'� k"r-7 I I I , 1 1 I � -- 1 7 ; L D-,� (,,-� -------- ,,,, -- � "-/- --, , v-1 lc> t - , f I I � , - --- I'�11--�,��l-l��lf"��-11,�,.�-"-,-,�"--.--,-""",-� ... -- - 01NINtER (AZix Map Parcel 056M -00 -00 -00100M - FOOTHILLS CROSSING, INC., a Virgi�,iia corpov�,iw,w ^ ,i, j ,q 'A f 1 I .1 I I , pl� -1 I �, I" � ,\--N -- i,:-�,'.�- i ---,- BV- _e "", ,��,el,` Z, J/ I � , , - , -11-111----1-1111- I'll'I'V-,--""�l,,---"�-��-. t�!-� I � 114 -1-,-�-- -,----,-'- . ..... - "d / �, -4- �,-- �,' , # 'e'.7 . -, , " d7 -,,,--/--"Q 0 Ff-i � -- ;17 1 /�� p � ) I -) a t e - I / I'- 1 7--c i 'I ---- ---'---T"---- k-, '-f - - --------, ,+-- � �-------- . ..... ... -- . . ... .... � I ��V-MM ia " Nov 4 of 8 ei Pa(,L 8 of8 Z., AM 0 77� 1��, e 1)n� Ws'COTT R. 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