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Home My WebLink AboutSUB201300028 Plat 2013-02-25GE1VTRAL 1 or -Es.. LOCHLYN HILL -PHASE I OWNER: MEADOWCREEK DEVELOPMENT, LLC 230 CHESTNUT OAK LN CHARLOTTESVILLE, VA 22903 -9610 ENGINEER: COLLINS ENGINEERING PRELIMINARY SUB 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 434.293.3719 DEVELOPER: MILESTONE PARTNERS 300 2ND STREET NE CHARLOTTESVILLE, VA 22902 TAX MAP PARCELS: T.M.P. 61A -2 D.B. 2792 Pg. 363 6.306 ACRES 0 T.M.P. 61A -1 -34B D.B. 2792 Pg. 363 0.062 ACRES VDOT STANDARD STOP SIGN T.M.P. 61A -1 -34A D.B. 2792 Pg. 363 0.031 ACRES EXISTING CONTOUR TOTAL ACREAGE = 6.399 ACRES ZONING: R4 RESIDENTIAL. PREAPPLICATION CONFERENCE: FEBRUARY 11, 2013 USE: 21 DWELLING UNITS TOTAL: 19 SINGLE FAMILY DETACHED UNITS, 2 ATTACHED SINGLE FAMILY LOTS TAB DENOTES TOP OF BOX (DUPLEX) DENSITY: 4.10 UNITS PER ACRE BONUS DENSITY: AFFORDABLE HOUSING: (1) EXTRA MARKET RATE UNIT PER EACH AFFORDABLE UNIT. LOT 20 WILL BE AN AFFORDABLE UNIT. THIS (1) AFFORDABLE UNIT ALLOW THE DENSITY TO INCREASE FROM 20 6" UNITS (4 UNITS /ACRE) TO 21 UNITS AS SHOWN. LOT 20 UNIT WILL MEET THE AFFORDABLE w HOUSING REQUIREMENT AS SET FORTH BY ALBEMARLE COUNTY ZONING CODE. OPEN SPACE: 0% OPEN SPACE PROVIDED SETBACKS: FRONT 25 FEET MINIMUM N SIDE 10 FEET MINIMUM W REAR 20 FEET MINIMUM BUILDING HEIGHT: 35 FEET MAXIMUM TOTAL ACREAGE: 6.399 AC. (5.13 CURRENT PHASE & 1.27 FUTURE PHASE) STREETS: CURB AND GUTTER, PUBLIC STREETS EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH TWO EXISTING HOUSES & OTHER STRUCTURES. THE REMAINING N PORTIOS OF THE SITE IS CURRENTLY WOODED. UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER PHASING: THE OVERALL LOCHLYN HILL PROJECT WILL BE DEVELOPED IN FOUR PHASES. THIS IS' iriE FIRST OF FOUR PHASES. TWO PHASES LOCATED IN ALBEMARLE COUNTY & TWO PHASES ARE LOCATED IN THE CITY OF CHARLOTTESVILLE. THE SUBDIVISION PLAT AS SHOWN ON THIS PLAN WILL BE - DEVELOPED IN ONE PHASE. FLOODPLAIN: NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, 0ANEL 287D STREAM BUFFERS: NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE PROJECT AREA, TOPOGRAPHY: TOPOGRAPHY AND BOUNDARY OF THE SITE & PEN PARK LANE WERE PROVIDED BY V_.f ',.TJNIIA J_ RESOURCE MAPPING, MARCH, 2013. FIELD VERIFIED IN APRIL, 2013. DATUM: NAD83 s; RIGHT -OF -WAY: 0.94 ACRES (18.32% OF CURRENT PHASE AREA) LOTS: 4.19 ACRES (81.68% OF CURRENT PHASE AREA) CRITICAL SLOPES: NO CRITICAL SLOPES ON THE SUBJECT PROPERTY PARKING: EACH LOT WILL HAVE TWO OFF- STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON w ONE SIDE OF THE PUBLIC ROADS, WHICH WILL BE MARKED WITH SIGNS IN THE DEVELOPMENT. LIGHTING: NO STREET LIGHTING IS PROPOSED. LANDSCAPING: LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY VWITH SECTION 32.7.9 OF = THE ZONING ORDINANCE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED. SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED, WITH THE FINAL SITE O PLAN OR UNDER SEPARATE APPLICATION. WATERSHED: MEADOW CREEK STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY W REQUIREMENTS. TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT. BUILDING SITES: LOTS 1 -20 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTIOIN 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. IMPERVIOUS AREAS: ROADS 1.82 AC. U SIDEWALKS 0.55 AC. LOTS 2.94 AC. TOTAL 5.31 AC. NOTES: 1. A FUTURE SITE PLAN WILL BE SUBMITTED FOR THE DEVELOPMENT OF TH E FUTURE AREA. 2. THERE ARE NO KNOWN GRAVES OR MARKINGS OF A PLACE OF BURIAL ON THE PROPERTY 3. THE POCKET PARK AND ANY OPEN SPACE PROPOSED WITHIN THE DEVELOPMENT SHALL BE MAINTAINED BY THE HOA P • DIVISION FEBRUARY 25, 2013 RIO MAGISTERIALDI STRICT ALBEMARLE COUNTY, VIRGINIA ws t e!E rw eu-n j ,'[J� AIBN OAYIOI{ AC tr IXr5uL t mrAUw / /• mr rz a 6�r6 rvr vAtw /�/ m ru-rr yW( 1 \/ / /• /• ®IDf�AS (RAll / I/\., MSiWYaY9 NtJ / l� / \ -Z\ an O / / \ / / /rar r4 ror�nwlP Yrar PARIC.I LW zYD1. Pp. 5Yl N —_ 5.13 ACRE —��\ BJ ECT �1 T.P. arA -r -x POCKET �.,, l \\ PARK \ � ti `\ ` j• / °;af»t� - ....... t __ -., ,.:.- '- ___ - - - -. �'-\,\ \pq •,-\ �- a]�ia�rtAr` yr. \ T.AAP. 61A -i -Ja . ` I"- I �• ^ t".'� .. . ll \ \-l' T \ \ 1 2 l \ s _ \ - ..•.._.1 � j" [IW. alA 1 -19 � 1 �S . 1 1 - -•'^ �;... �. 1 .. _ Jl � j /� \\ . elA -r w (Ai I� 7 t.' ... 5. .... /� �1 .'. 1 -- -'-.'.'t t t.... _ _I �--' 1 ' _ , fie` ,; . -•� �, / e y'�m, \ \ Y! IESQA7NL zuA eu -f ` - -- -•- --- - - -- •- _ I ... ' 19.....1 �--- - - - - -- -_i _yam ...............1 \ \ \ ' s rrAkwcaar a,amnrr \ ae�r.mASf aAr I .. �,.,.� r !!.... 21 ... iii J9 IF. I '20 \�. I FUTURE % % ••�••�.. –m• na -u ac •�"�.*•,�+„ '••� \ \ \ I \• \ DEVELOPMENT % a� tl o % % 1.27 ACRES 1I \ / / f� PLAT a4 i, RR stw or O Zr RED J EUK-.,a �• RESERVED j "'`' FOR FUTURE _< \ ACCESS �.. SWbd ":' Irxorca�r Atxta°1E]vC ul ;POND.. •.�f as "J.-W4 509 rtAr A SHEET LAYOUT SCALE: 1" = 100' III AN PARK TE VICINITY MAP SCALE: 1" = 2000' LEGEND ROADS DRI VEWA Y CUL VER T �. EXISTING CULVERT CUL VERT /� 0 DROP INLET & STRUCTURE NO. VDOT STANDARD STOP SIGN CURB EXISTING CONTOUR 20o CURB & GUTTER 240.55 PROPOSED SPOT ELEVATION PROPOSED PAVEMENT , z TAB DENOTES TOP OF BOX EC -3A DITCH 0 6„ CIO DEPTH OF EC -3A DITCH EC -2 DITCH 6" DEPTH OF EC -2 DITCH AN PARK TE VICINITY MAP SCALE: 1" = 2000' t PRELIMINARY SUBDIVISION PLAT TITLE: r` SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT PLAN 3 UTILITY PLAN 4 GRADIING PLAN 5 TRAFFIC, NOTES & DETAILS ; 6 TOTAL SHEETS 6 k f m Ir w IwwApment Nwhar Date S-r l -1- 0 Fie s�13� -� 13 -' n APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS ��TH 0 O SCOTT R. COLLINSI Z, ,U No. 35791 ZONAL E f- z w EARTH DI TCH DRI VEWA Y CUL VER T �. BENCH MARK /� CLEARING LIMITS �- VDOT STANDARD STOP SIGN --------- - - - - -- 200--------- - - - - -- EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP /BACK OF CURB z TAB DENOTES TOP OF BOX t PRELIMINARY SUBDIVISION PLAT TITLE: r` SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT PLAN 3 UTILITY PLAN 4 GRADIING PLAN 5 TRAFFIC, NOTES & DETAILS ; 6 TOTAL SHEETS 6 k f m Ir w IwwApment Nwhar Date S-r l -1- 0 Fie s�13� -� 13 -' n APPROVAL: AGENT FOR THE BOARD OF SUPERVISORS ��TH 0 O SCOTT R. COLLINSI Z, ,U No. 35791 ZONAL E f- z w �w M M Ln Ln N � Lu O /� a~. H I2— O U V l Cle) � Cl' z u z w p Z) 0 O CIO - Q w j ULu N � W �w M M Ln Ln N � Lu (y) Cle) � Cl' FAIMEM CIO - N � 0 1-1 N N 0 Q V) zLLf J_ Q W w z W = Lu O J .__I w W z ry 0 U '' f W ' V) Q W ul F" Z�'-- 1---i Lu W z Cj ~AJ r / � U W Q CD 0 0 N Lu O W w a w JOB NO. 112062 SCALE AS NOTED SHEET NO. 1 FA 4 i '�/� __ , I I I li4 I � , - , I I --- I i k -_ I " I � I I / `� -- � - - " / I I � \ 0\ \ '/"\'\,, 4� 1 " I , /� I \ _ -, 17 tors "', -_ . � ,� I I / I i \ -_ ----_, / H 0 r, " I I - 11, F - - I I / I -_ / loir; / I- " -_'�,, IMP 61A_01_9 / - - / 1-1/ I I ' I ' I --------------*, .,� 1_�� / . "\ TUP 6M-01-7 // ___ -1 "./ I , I g , \4 \ W. BICKERS & TAMARA ' - / ,e�p_ / I I - IIZ-I\ \ \ , \ \ \ , TYP 61A-20 _ - I �) - // ',� , _�_�. / IDARRELL / I __ - - - z I , I � \ i k 4ZI, / - '___ I I I LOT IJ, PEN PARK " I / / ls?q_ " - , -1 - � : � __� Z==!-e:,� / I � i I ,,C,,o � \ � /\ + ) ' k W. GIBSON 7 � , I PROJECT ACREAGE 1��_l ,_ - __ ____ - __ �.____� 11 ::: : � I J, I I I �** N \. \ D8 2998-184 1 " / - ___ - , Co \ -549 552 (FLAT) ' / / / , -,,�', - -- - I -- -- -- ____ - It ., " �r\ Q_'_�_ \ DB 2262 1_� " I - __l; , - / I I I. k k — ,� � // SCOTT R. COLLINSZ I-, I I _� — — 1,/ / I , / �, / D �_� \ I r - , - I-V \ ,?� -rr_ _�__ / I r ) Nn 35791 1�1 x , __ -1 I `..^,. 11", I , I - , I---- .,z , I � / - // I \ I , I \ � \ k V - I--, I I . , I I" -_ , I � 11, - - ____4 , Z `JZ Fg. ,�b I I - , I , / T.M.P. 1 . 01A UL�- Z b.,_� b ACRES ,/ / - - I LD, WILLIAM , I \ It I llly"',' ?94, PG J - - j \ 1 16 , �40 - - � I I _< __ __ - I 11-0 " , I � _'� -_ - ,_ , `11 \ \ \ I :� " - - - I . W04 oc�l � . - \ \ \ , � 11 I - - - " R4 RESIDENRAL Z \ \ /I / \ / I �� - _ / \ - / T.M.P. 61A-1-34B DB. 2792 Pg. 363 0.062 ACRES /Z , - - I - / \ - � " T.M.P. 6�ff-1-39 11 I I I I / . I I I \ \ \" -1 ; I 11 11; ... I -_ - - , I ,I I ,\' ','� - / "I � _,"�// W I ) .,:::�<�\ " \ / ", I \N\ "\ / " 1� , T.M.P. 61A-1-34A DB. 2792 Pg. 363 0.031 ACRES ZONAL 'Fl I / ,/ ____ , � - �_ I - - ______l - - --- ." A / / I I / I ) I I � - �_1_4\ . \ - \ 1--_-, :;�? I , ', - 7UP 61A-22 / I __ � / / 1�, I I ___ I \ \ I \ B?ROk,L HARRIS I `'� " / � � I , , , 11 __ ______ I I ; /I-- I \ \-,. /;, LOT 15, PEN PAW-"SERN X LOT , I _� _ / 0 I ) � 1� LOT I TOTAL AREA = 6.399 ACRES / , ,--,/--,, . v �_ I -1 1, / - 1\ \��_ X "I 14 '�, .1", � - I - / "', // - ll,� _� \\ EX . - " I D6 1919-34J I I , 1� _ - - - - ___ I I , , I_ � DB 294-496 (PLAT) '\� , / .V_______ ____ __ / I I / / / I 10% \ .)` " 40' -_ , ,� I / , v \ I- \ 11 \ I I / -, , I " , \ - , 71_� — - 1� ,i,.!: I 7y/(- \ , I - ('", \\�, \ , , , " , , ,,, ,�_ _,___-----_-L9T`46 / , �. �1, <F� , �,__, ,,,, 1-1 __ SWIFT, E - I / / / / 4 , I - '- I - , I I I D.B.-W8116, PG. 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THE POCKET PARK AND PUBLIC ACCESS EASEMENT LOCATED ON LOTS 7 -9 SHALL BE 'MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. 4. / STREETS LESS THAN 36 FEET WIDE SHALL HAVE ONE SIDE MARKED NO PARKING. , , , 1 TMP 61A -'Ut, LORIE W/ERENGA SN /PE �PARCEL A DB 2831 -503 \2184- 601,603 (PLAT) D.B. 2991, P9. 527 O l 1 tj j 0.37 ac. 4 N R4 RESIDENT /AL P 0 C ' K E T 1.J 1(� /y p �j ..'.'.'.'...".' L M.P. 61A -1 -38 -:.._" 85 r—............ o PARK �:� CG 6� .�'�.• ��c, `� }� f / -r 6, o \ TMP 61A -4 8 l , 1 0. . . , a _ I' - 1 o JAMES A & B4RLLIRA B. \ NUNNALLY g 0 6i DB 440 -532 Cl� :':':':':'.:''' F'\ o LOT 1 cj�lpy C9 N ' - w OB 448 -351 PLAT MEADOW OPMENT LLC DB 2792- \ pc . 15 . / /'' I )Z- 6 DB 1377 -491 . . ; / / 8 x `. ,. i . g 2,700 S.F. 1 ` TM 61A -1 -348 , ,� ? 9� / 3 7 .a4 :. /' 1� . . / PLANT GEOFF Rod. =241. go , o lS \ D.B. 3448, PG. 1 4 \ Arc = 138.26 P O R4 RESIDENTIAL /. . �� , �. \ �psq \\ T\MP. 61A -1 -29 132 of o'. ` \ ° 5' SID (TYP) . .g. . . . ! �, - >:::':''';:':.... ` PENTT- HARRIS, MARCIA g i12O f - "� 1 2 EI..:.:::.. 135 ' / D.B. 3265, PG 122 ,� ` . .g0 . . . . N --''> . N ... �✓'.IC. -• �!; ~--- . .c9 O `�i1lf�rs.¢B 0.2906 ac. . . . . \ ' 4 RESIDENT/ t .Pp T 61A -1 30 C.1, N �^ ° c. . . . . 17. Ul 7 �'� ;.--.• -!"� 8 ! . / x Lot 8. . Buildable Area (sf) 1 9681 3606 (TYP) 8133 3622 3 8131 3621 41 1131RD,OJA TSON l J -^ -- _ 1 B9 x'•''•'• '•' N —1� L D.B. 1905, P9. 452 0.22 ac. _ a .11. .:.C'. �. 9 R4 RESIDENTIAL - T.M.P. 61A -1 -35 ' .. O. g. ,� p� "� O '• :' x :. 135— 8 10321 5' SIDEWALK ° -\ , \ ;;: _ -9C . . . . . .' 0) 1 12146 4813 (TYP) .: . : :.....::::.:: o 3654 130 8184 2 .. f / -r 6, o \ TMP 61A -4 8 l , 1 0. . . , a _ I' - 1 o JAMES A & B4RLLIRA B. \ NUNNALLY g 0 6i DB 440 -532 Cl� :':':':':'.:''' F'\ o LOT 1 cj�lpy C9 N ' - w OB 448 -351 PLAT MEADOW OPMENT LLC DB 2792- \ pc . 15 . / /'' I )Z- 6 DB 1377 -491 . . ; / / 8 x `. ,. i . g 2,700 S.F. 1 ` TM 61A -1 -348 , ,� ? 9� / 3 7 .a4 :. /' 1� . . / PLANT GEOFF Rod. =241. go , o lS \ D.B. 3448, PG. 1 4 \ Arc = 138.26 P O R4 RESIDENTIAL /. . �� , �. \ �psq \\ T\MP. 61A -1 -29 132 of o'. ` \ ° 5' SID (TYP) . .g. . . . ! �, - >:::':''';:':.... ` PENTT- HARRIS, MARCIA g i12O f - "� 1 2 EI..:.:::.. 135 ' / D.B. 3265, PG 122 ,� ` . .g0 . . . . N --''> . N ... �✓'.IC. -• �!; ~--- . .c9 O `�i1lf�rs.¢B 0.2906 ac. . . . . \ ' 4 RESIDENT/ t .Pp T 61A -1 30 C.1, N �^ ° c. . . . . 17. Ul 7 �'� ;.--.• -!"� 8 ! . / x Lot Lot Area (sf) Buildable Area (sf) 1 9681 3606 2 8133 3622 3 8131 3621 4 8130 3620 5 8088 3600 6 9149 3100 7 12928 3876 8 10321 3736 9 1 12146 4813 10 8184 3654 11 8184 3654 12 8184 3654 13 8150 3637 14 7810 3346 15 8942 4422 16 7624 3273 17 7397 1 3124 18 7286 3066 3850 E21 27264 8332 3229 8442 1 3595 O C SCOTT R. COLLINS!Z No. 35791 � TONAL E n k/ xl xl /kJ kl k/ / TYP 488 -1 CITY OF CHARLOTTESVILLE 1- z z O J LU � /� a Fa O U Z LU n z ZD O o z o Ln < O LU LU LU W z o LU '■■, LU LU 7 n k/ xl xl /kJ kl k/ / TYP 488 -1 CITY OF CHARLOTTESVILLE M Lin N M Ln \ PARCEL A, PEN PARK DB 507 - 427, 432 PLAT \ �\ R�,�z , T , ?7" RED K =LEV. =410. ' 129 lsr si�ryo 75. ., 6, �. . . . . . .86' _ --� (TYP)/. �. 1 g k::.:.::: . . . ... . \ 1 i INS, GIFFORD _ -:_,.8 _ _ - �- - 8� . .:: j t . 704, PG. 352 / °. w I . _.. - - -' -' 0.2656 ac. W . . 1.4 R4 RESIDENTIAL .- C3l g6\ 4. T.M.P. 61A -1 -31 'g L ^83'` ct'''y':':••: '.:.....� via -- o .. .. � 129' .: 1 g _ SIGN IGHT DISTANCE =280 � f 85'' - TREET MEADOWCREEK DEVELOPMENT LLC ' O -— . . . . . . . p� `�. . . . . . . . . . . . SIGN ':'::':':':':' ::':':':'::':::::::::'::::':::: �4fiFS�io6j 7_ D8 2792 -363 Sg' DB 1377 -491 PLAT 21 y✓y 1,366 S.F. �O I 11 `�` �� :::':' :::. .:.:.::::::::::':::':':':':'::' :::':':::':' ::: ° 48,�6 TYP 61A -1 -34A 1 * ��, y °cs�Or ?sue °��a Rad.- 50.00' / O� �g l zw ° Ol9l o � ~ 20. .� ~� TEMPORARY TURN- AROUND \ .�b/ x o / / & EASEMENT ` ` y �. / I I \s... �, ITY x - - 2 W r'� / / <c/ L—x-- --�--- �. ............... � \ \ LOT to OBGELOPMENT LLC S FUTURE / DB 2792 -363 yGN9 r \ a DB 594 -183 (PLAT) °e ly 4 \ , A t x,N DEVELOPMENT 6.306 ACRES °a6l °T6s� E / MPG. i /� TYP 61A -2 D B. 999, 5SIDEN1lN ry �� / i . 7 ACRES E S f s R4 TBM #2 ` T• / RR SPIKE IN BASE OF �V 53 N RED OAK _ - / ELEV.. = 423.57' _ - - N 86'4333" E 64 S 88'04'54'W 36.82' N 8 4'E223-19' - _ �- - - • � • RESER ED RESERVED FOR FUTURE ACCESS 1 FOR F TU R E AC ESS / PROPOSED - TYP 48A -39 S'WM MEADOWCREEK DEVELOPMENT, LLC P n N n "�/ DB 773 -503, 509 PLAT TRACT A 22.575 ACRES 20.34 N 6659$3" F 34.09' GRAPHIC SCALE I 1, 50 0 25 50 100 200 ( IN FEET ) I inch = 50 f L. , co CV) 'J 0 co N � z I O H N � TT 0) N Q ZD L9 Q W � J � Q z H � —j W H U 1 W UlW � U Z W Z JU) w (D CD N LU LU a v) JOB NO. 112062 SCALE 1 "= 50' SHEET NO. 3 I \ LOT 9 r_ LOT 7 ]11P 61A -O] -9 ` J �` DARRELL I BICKERS Lt TAMARA 71IP 6u -01 -7 PROPOSED 10 "X '8 T.S.BtV. W. 61A -20 �\ ? 1 -8" G.V. \� LOT W. GIBSOPARK NOTES: " EXIS INQ 10 ACSA CAS I N 62 2998 -184 `-;.`�`, "'•��,.;'"�:: :::::::..•. , DB 2762 -549, 552 (PLAT) 1. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. WATERLI 2. A REDUCTION OF SIDE SETBACKS FROM 15' TO 10' IS INCORPORATED WITH THIS PLAN, BASED ON WlNGRELD. . / • \�\ D.B. 07334 NT J3\ , ' 3. PROPOSED FIRE FLOWS O ALL BE DEDICATED TO PUBLIC USE. ft4 RESIDENTIAL �`+{;• � T.M.P. 61A -1 -39 �� " •" / ` \ ° [UP 61A -22 , :::i(::':... B L. HARRIS LOT 15, PEN PAR EASTERN X LOT \ \ PR POS D o D 14 \ , \ I I I I i I / DB 1919 -343 DB 294 -496 (PLAT) \ LOT 4s Q °� SWIFT, ELLA S D. B. »WB 116, PG. 507 \ 0.22 ac.::`� R4 RESIDENTIAL / T.M.P. 61A -1 -40 � I '';�,;• LORE W(ERENGA SN/ j a \\ PARCEL A LLl . . . . . ..•.., ......... + DB 2831 -503 ir . :::........ F ... DB 184- 6D7,603 (PLAT) +� :.......'.'.'.'.': .:C.' ............... .. ..................'.: .'.'.'.. :'.': . .. ..'.'....� k/ \ i LOT 44 - :!� :..> :....:::..'.':.'.'.'.'.:'... r/ EXISTING 18'fRWSA DUCTILE IRON \ �'\ DURRETTE, LATROYA ... \+ WATERLINE kl ` D.B. 2991, P9. 527 4, ................ .. ......... ' 0.37 ac. % :'.::.::'.::'.: ::' y :.. .... ' ... R4 RESIDENTIAL --- POCKET '�-3 ACRES :. �� EXISTING 10" ACSA CAS ARON k �\ T.M.P. 61A -1 -38 ---- . . . . . + WATERLINE :,.. PROPOSED F:H: ASSEMBL • ' � + / „ X 1 -6 G. V. Lor 41 \...\ k BIRD, JASON L l �- �" `� 1 \ 7MP 468 -1 D.B. 1905, pg. 452 „ COY Of CNARLO77ESNLLE PRQPGSED 8 SDR 35 \ 0.22 cc. `� ' , \ DB 507-427, 27, 432 PLAT R4 RESIDENTIAL . . . . . . . . 7 M.P. 61A -1 -35 -- . . . '. i'.'.'.'.'.'.'. SAN IT!�ER TYR) \ 9 _ \. \\\ \ \� 1 _ — . .. ....... ` { . . . . . . . . . TUP 614-4 PI��OSED VAR:,WIDT o N NUNS B DB 440 -532 DB 448 -351 PLAT 5 \ ACSA UTILITY EAS MEN '`.:_ , o Lor 1 °e \,'�- �\\ MEADOWCREEK OPMENT LLC 1 l DB 2792- {s �\ \ DB 1377 -491 ~ 4, � 2,700 S.F. � . �;, \ ,�, :. �•.. ,. . �_ ... ----' _ / P.\ �� J TM 61A -1 -34B _ J p a \\ \'. \• \ °eft J. \ PLANT GEOFF Arc. I41. '� . . . . . sa r . . . . . . . D.B. 3448, PG. 1 4 Arc= 138.26 _ �� t , \\ t lam_ ' ' `\ 0.2598 ac. ' . \ . . . . . . -!.: ~ bra R4 RESIDENTIAL s' 4. \ �Oa flE6.a> M.P. 61A -1 -29 I� ..16 , TH 0� SCOTT R. COLLINS� U No. 35791 � ��Ns�IOXAL 1F, F_ z Lu doll M M tin �n N d�- _ a --- _" -"`- -' / , g . � - —_ .--'- ....... ' , ` J. r•--- `` \mil \^ o° �� o�� 7� PENT7- HARRIS, MARCIA I l i L ' :. 1 \.. °o �o �rcb \\ I� D.B. 3265, PG. 122 e . . . . . . . . . . . . . . 0.2906 ac. f- \ ' _ 4 RESIDENT/ I . . Y . _ _ - - 17 1 s oTSS e- ��ps - ` _ I x`X rX ��91 < �L v \ \l \ °o y 076 ,1'400 � I.L 13 - Z O-- .i^' _-- -- __.- -- .`I . , mar � `\. .` \ , \ o �Cq�� O , •,`, � �.. \ a . . . . . . . . . 1 8 :.:�:. t — — _ — j n O �---� x INS, GIFFORD L 704, PG 352 f W I "._. ! w ° N 0.2656 ac 1.4 N 1---1 R4 RESlDEN11AL -- t PROPOSED F.H. ASSEI�ABLY 'w } `` o�mm T.M.P. 61A- 1 -31;1 -_ . 1 . . . . . . . 8„ TEE �� - -- -V G.V. s o Q ..... i _ - - > 19 - I u� _ .............. _ - x -�X IADOWCREEK DEVELOPMENT LLC \ - -� J DB 2792 -363 / �sA o6j9 V D8 1377 -491 PLAT l 21 ::': ; ... ; yU ¢ .J ml,366 S.F. I I / I !1t ^� B sr615, .'.':.t'.'.'.'. O 6: TMP 61A -1 -34A l e cs �Or? s� w ° � a Rnd. =50.00 19 I uJ // O m V I - A z -. z N LOT 23 x LOT ,TL `� f r .. .. V 1 �.� �c L9 0 \:::..:. LOT m _j W H / ................. � / / DE9ELOPM£NT tLC ��FS �''Oc r."" -` n/ \ / FUTURE' / / DB 2792 -363 2 LL PROP0SI5D0' KI)G °B�h `W4 \ \ Q DEVELOPMENT / / / 6.306 ACRES �oTS s? (-- DR, , 9 52$ \\ / / ACRES C TMP 61A -2 s9 X90 ° V n ~•� pPBL0255P °GiIPL \ \ �/ // .� ACRES TBM J2 R� RESiDEN \ / W 1 u Vl � T. • ' / RR SPIKE IN BASE OF \ �'� ��7J' _ 53" RED OAK! Q ELEV. =423 57 _ -\ W = rB�,l 1 � }, \ \ I / - - N 86'43;13 E 64351 LM 11 \ RR SPIKE N BASE 1,. 27" RED K \ � n ELEV. =410. ) 88'04'54 "W 336.82' N 6 " f 223.19' - :rte , �•� w- ' PROPOSED VAR. WIDTH ACSA UTILITY EASEMENT Z H 0 FUTURE W = - = / /ACCESS W rz`". _ PROPOSED IMP 484-39 '�^ S WM �� MEADOWCREEK DEVELOPMENT, LLC v' / P O N:D , : OB 773 -503, 509 PLAT \v TRACT A �a .. k .:t.:::::,;. ,vl. \ 22575 ACRES .� �- ` <:b. 9 \ / / rc LOT 16 `��' / U J O cn n~ Fa- F- U m Z p Oz�U Lu o a Lu > z o Lu H doll M M tin �n N d�- _ a --- _" -"`- -' / , g . � - —_ .--'- ....... ' , ` J. r•--- `` \mil \^ o° �� o�� 7� PENT7- HARRIS, MARCIA I l i L ' :. 1 \.. °o �o �rcb \\ I� D.B. 3265, PG. 122 e . . . . . . . . . . . . . . 0.2906 ac. f- \ ' _ 4 RESIDENT/ I . . Y . _ _ - - 17 1 s oTSS e- ��ps - ` _ I x`X rX ��91 < �L v \ \l \ °o y 076 ,1'400 � I.L 13 - Z O-- .i^' _-- -- __.- -- .`I . , mar � `\. .` \ , \ o �Cq�� O , •,`, � �.. \ a . . . . . . . . . 1 8 :.:�:. t — — _ — j n O �---� x INS, GIFFORD L 704, PG 352 f W I "._. ! w ° N 0.2656 ac 1.4 N 1---1 R4 RESlDEN11AL -- t PROPOSED F.H. ASSEI�ABLY 'w } `` o�mm T.M.P. 61A- 1 -31;1 -_ . 1 . . . . . . . 8„ TEE �� - -- -V G.V. s o Q ..... i _ - - > 19 - I u� _ .............. _ - x -�X IADOWCREEK DEVELOPMENT LLC \ - -� J DB 2792 -363 / �sA o6j9 V D8 1377 -491 PLAT l 21 ::': ; ... ; yU ¢ .J ml,366 S.F. I I / I !1t ^� B sr615, .'.':.t'.'.'.'. O 6: TMP 61A -1 -34A l e cs �Or? s� w ° � a Rnd. =50.00 19 I uJ // O m V I - A z -. z N LOT 23 x LOT ,TL `� f r .. .. V 1 �.� �c L9 0 \:::..:. LOT m _j W H / ................. � / / DE9ELOPM£NT tLC ��FS �''Oc r."" -` n/ \ / FUTURE' / / DB 2792 -363 2 LL PROP0SI5D0' KI)G °B�h `W4 \ \ Q DEVELOPMENT / / / 6.306 ACRES �oTS s? (-- DR, , 9 52$ \\ / / ACRES C TMP 61A -2 s9 X90 ° V n ~•� pPBL0255P °GiIPL \ \ �/ // .� ACRES TBM J2 R� RESiDEN \ / W 1 u Vl � T. • ' / RR SPIKE IN BASE OF \ �'� ��7J' _ 53" RED OAK! Q ELEV. =423 57 _ -\ W = rB�,l 1 � }, \ \ I / - - N 86'43;13 E 64351 LM 11 \ RR SPIKE N BASE 1,. 27" RED K \ � n ELEV. =410. ) 88'04'54 "W 336.82' N 6 " f 223.19' - :rte , �•� w- ' PROPOSED VAR. WIDTH ACSA UTILITY EASEMENT Z H 0 FUTURE W = - = / /ACCESS W rz`". _ PROPOSED IMP 484-39 '�^ S WM �� MEADOWCREEK DEVELOPMENT, LLC v' / P O N:D , : OB 773 -503, 509 PLAT \v TRACT A �a .. k .:t.:::::,;. ,vl. \ 22575 ACRES .� �- ` <:b. 9 \ / / rc LOT 16 `��' / TYPICAL ROAD SECTIONS NTS NOT, PROPOSED LANDSCAPING TO I UTIL 3E OUTER 3' OF PLANTING STRIP R�t PER ° 3' CLEAR ZONE REQUIREMENT CG -6 POINT OF CG -6 1 4" CONCRETE 3' CURB & GUTTER FINISHED GR14DE CURB & GUTTER 3' 4 CONCRE SIDEWALK CLEAR ZONE CLEAR ZONE I - --I SURFACE EXIST. GROUND �( 2'� 2% 2Z f 2% j 3• � 6' PLANTING ` + 6' PLANTING 4" VDOT 21A STRIP 4" UD -4 UNDERDRAIN* STRIP / VDOT 4" UD -4 4' OT 4" VDOT 2fA STONE BASE 21A UNDERDRAIN* BASE SUBBASE 2/A STONE BASE EXIST. GROUND 2 � STONE 1.0 2.5E 5 6 6 5 t.0 12.5' 12.5' (TRAVEL LANE) (TRAVEL LANE) 29' F /C -F /C � 54' *NOTE: UD -4 UNDERORAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF R/W TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TYPICAL MRIGHBORhTOOD ,S'TRffffT SE'CTIDII X— R/#) FUTURE' ROAD A FUTU" ROAD C, FUTURE ROAD D GS -SSAR RW'SIDENTIAL & JflXLfD USB' SUBDIVISION STREfE`T DESIGN SPEED' 25 &PH f EXIST. GROUN EXIST GROUND 4" Ml) TOP OF 4'� 2" R CURB • 611 d e .d 7�A' I--1' 6" -2' DOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. (5' MIN.) 4"' CONIC. 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE SURFACE COURSE llllllllllllllllllllllllilillliillllllll( s - i /1�.�•iI �•i /�•. •Yi/1 r � r O r/ (Sj RJR i, r r �THp7,� s0 �� SCOTT R. COLLINSZ No. 35791 � l sSIONAL Z W 7r�;E�Etim 0 J O u m ` = O w :5 _j ¢ 0 U NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY GENERAL CONSTRUCTION NOTES FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 8 ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT ,O�^ V / H W r i VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA , _�. w DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY W 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE w O N o QV3 REQUIREMENTS OF THE PERMIT SHALL GOVERN. w NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 00 AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE 35 FUTURE TOWNHOUSE UNITS - CODE 230 BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH PLACEMENT OF ROADBED BASE MATERIALS. W THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY .� 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE CLEARING, GRADING OR OTHER CONSTRUCTION. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 112062 DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 1 °- rin , 0 3 Ij OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE SHOWN ON THE ROAD PROFILES 6. PAVED, ,RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE APPROVED PAVEMENT DESIGN, PRIOR PLACEMENT OF THE PAVING COURSE OR COURSES, 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO STABILIZE A DRAINAGE CHANNEL. AS SOON AS POSSIBLE. INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. #21 A (yl co A k-F ___� 4 IH BASE COURSE, VDOT � Ln Ln OR #21B DEPENDING ON �/�, /\ / /j\ /j��j \ NOT i PROPOSED LANDSCAPING TO I ULTIMATE TRAFFIC LIMITS UTILf E OUTER J' OF PLANTING STRIP R AND UNDERDRAINS PERT +3' CLEAR ZONE REQUIREMENT , .--_ •p tip i � CG -6 POINT OF CG -6 ¢" CONCRETE COMPACTED -- l �1 4" CONCRETE 3' CURB & GUTTER FINISHED GRADE CURB& GUTTER 3' SIDEWALK - -- SUBGRADE ?, SIDEWALK CLEAR ZONE CLEAR ZONE MAX y SURFACE 2:� ..r EXIST. GROUND 2% 2% i EXIST. GROUN 2% ASPHALT PAVING - ROADS 3:1 6' PLANTING + 6' PLANTING NO SCALE / � 4" VDOT 21A STRIP 4" UD -4 UNDERDRAIN* : S7R /P 4" MOT 21A �� \ //j ' VDOT 4" UD -4 4" OT STONE BASE 21A UNDERDRAIN* BASE SUBBASE 20 STONE BASE EXIST. GROUND BTlXVE BAASEE EXIST. GROUND M 5 6 2.5 2.5- 6 5 (S I 1.0 1.0 jI (TRAVEL LANE) (TRAVEL LANE) 57' R/W *NOTE. • UD -4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF / co co TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD TYPICAL iYEIGHBORIIOOD STRL'L'T SECTION (57 R%fY% I� LOCIILYN HILL DR07F, PEN PARA- LANE � GS -SSAR RESIIJENTIAL & jflXF,0 USE SUBDIVISION STREET IJff,�16!Ar SPEED.• 25 hrPfl *EXISTNG PEN P.4R1Y LANE TRANSITIONS FROV 24 A /P-RIP TO 57' RI-V STRNrT SUCTION I N �W () z ROAD NOTES TRIP GENERATION Q --� ° z GENERAL CONSTRUCTION NOTES FOR STREETS PA VEMENT � 0 1 SCALE: 1" = 150' Q z GRADING 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL 1. AN ACT6i4L COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT o 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPECIFICATIONS, OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE W THE ROAD & BRIDGE BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED W STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL COMMUNITY DEVELOPMENT (296 -5832) 48 HOURS IN ADVANCE OF THE START OF METHOD OF CORRECTION. z J a o GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. CONSTRUCTION. 2. WHERE UNSUI TABLE MA TERIAL IS ENCOUN TERED IN THE ROAD WA Y, l T SHALL BE REMO VED 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. TRIP GENERATION CALCULATIONS � FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE o SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL ° {, (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A MEETS REQUIRED GRADATION FOR TYPE 1, Il, OR Ill PRIOR TO PLACING AGGREGATE BASE. F---1 o 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE SUBGRADE SOIL CBR OF 10 OR GREATER 1S NOT OBTAINABLE A REVISED PAVEMENT 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) H W ° 3 AT ROAD INTERSECTIONS SHALL BE REMOVED. RESULTS FOR APPROVAL. 20 SINGLE FAMILY (18 DETACHED, 2 ATTACHED) UNITS -CODE 210 O -� }- 3 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER ' AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC DAYS THE PUGMILL REQUIREMENT WILL APPLY. -j PR /OR TO THE CONSTRUCTION OF THE SUBGRADE. RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL 5. THE SUS OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. ADT: 191 VPD (95.5 ENTER / 95.5 EXIT) O DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A Q DRAINAGE i NATURAL WATERCOURSE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION AM PEAK: 15 VPH a' A (4 ENTER 111 EXIT) 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 4, GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCH TION AND APPROPRIA TE BEFORE SURFACE TREA TMENT IS APPLIED. _ 0-_ j A MINIMUM COVER OF ONE (1) FOOT. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ~� U o END TREATMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL PM PEAK: 20 VPH (13 ENTER/ 7 EXIT) 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S TO BE PROVIDED AS INDICATED ON GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF (PRIME COAT RC -250 ®0.3 GAL. /SQ. YD.). W I 8. BITUMINOUS SURFACE TO BE APPLIED !N ACCORDANCE WITH CURRENT VIRGINIA ° M THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS DEPART>ENT OF TRANSPORTATION SPECIFICATIONS. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) U) s 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF 9• ENCROACHMENT: POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO 7 TOWNHOUSE UNITS -CODE 230 Q a PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE ' ' E AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN W ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS INCREASED TO SEVEN (7) FEET. NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED ADT: 41 VPD WITHIN.-THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY (20.5 ENTER / 20.5 EXIT) 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY }- f OTHERWISE NOTED ON PLANS PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN L 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA TISFACTION OF THE ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). THE STREETS RIGHT OF WAY AM PEAK: 3 VPH (1 ENTER 13 EXIT) J ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES Cn LLJ COURSE ` SHALL CONFORM TO VDOT STANDARD PE -1. PM PEAK: 4 VPH (2 ENTER ! 1 EXIT) m7 �, �4 z W 7, COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH ALBE1ijARLE COUNTY NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY GENERAL CONSTRUCTION NOTES FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 8 ADHERED TO. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. i VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA , RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DEPARTMENT OF TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT -OF -WAY BEFORE 9, ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE w O MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD o QV3 REQUIREMENTS OF THE PERMIT SHALL GOVERN. BEING COVERED. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED 00 AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE 35 FUTURE TOWNHOUSE UNITS - CODE 230 BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH PLACEMENT OF ROADBED BASE MATERIALS. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY .� 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE CLEARING, GRADING OR OTHER CONSTRUCTION. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 112062 DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 12. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS UNDER TO BE INSTALLED UNDER THE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 1 °- rin , 0 3 SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE SHOWN ON THE ROAD PROFILES 6. PAVED, ,RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE APPROVED PAVEMENT DESIGN, PRIOR PLACEMENT OF THE PAVING COURSE OR COURSES, 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO STABILIZE A DRAINAGE CHANNEL. AS SOON AS POSSIBLE. INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. TRAFFIC CONTROL DEVICES. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE OF THE FINAL INSPECTION. PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. W = z° 78 FUTURE SINGLE FAMILY DETACHED UNITS - CODE 210 �/ w� ° _ fy z z° U) S J O U � _j 0 0 a0 L .0 AM PEAK: 59 VPH (15 ENTER 144 EXIT) CD a w O o QV3 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) �/ J ° o 78 FUTURE SINGLE FAMILY DETACHED UNITS - CODE 210 �/ 0 o Q U ADT: 746 VPD (373 ENTER 1373 EXIT) °E AM PEAK: 59 VPH (15 ENTER 144 EXIT) CD CJ ° ° PM PEAK: 79 VPH (50 ENTER 129 EXIT) N U Lu � TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 00 w 35 FUTURE TOWNHOUSE UNITS - CODE 230 a N oin -0 .� Boa No. ADT: 203 VPD (101.5 ENTER/ 101.5 EXIT) 112062 ° AM PEAK: 15 VPH (3 ENTER 113 EXIT) co 0 SCALE ° PM PEAK: 18 VPH (12 ENTER/ 6 EXIT) 1 °- rin , 0 3