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HomeMy WebLinkAboutSUB201600150 Plat - Submittal (First) Preliminary Plat 2016-07-25. � LOT NUMBER LOT 512E (sf) LOT 512E (acres) RYANA4D SLOPE/S/ 61 6,560 0.15 ' BRIARWOOD PHASE 6 PRE�ERV� SLOPES 62 5,726 0.13 635,708 0.13 PRELIMINARY SUBDIVISION PLAT 64 6.222 0.14 65 5,632 0.13 66 4,991 0.11 // / \_ /' ' // / AREA RESERVED (LOTS 61-76)67 4,892 0.11 ' ' / ��' . /!�: I r /� 5'SETBACK% �,/ / FOR FUTURE -' ' 68 5,915 0.14 RIO MAGISTERIAL DISTRICT _ / \ ' / , / I y y�(TYP.> k / DEV LO M NT _ " 69 5,495 0.13 o -I , , r�. = - s /� ; '/ q8 71 5,917 0.14 ALBEMARLE COUNTY VIRGINIA 70 6,027 0.14 72 7,686 0.18 73 6,885 0.16 /r\ / , / l l I / Tix••w 74 7,202 0.17 O /� ' i �l� I /, / 1I L v ' /' / / 75 4,815 0.11 76 5,942 1 0.14 -4BT� PROPERTY' Oo / LOT74' I LOT751e1 /� �v V) #'\�\\\vyv PROPOSED..' PROPOSED TYPE A .UTILITY EASEMENT A BLOW -OFF _I 1 / LOT '6 LOT \ \ \\, 3� 3z �.l 1 I �.\, \\ i./ I i { �' 1 11 \t \✓ EXISTING PRESERVED zP'TBACK "PROPOSEDSANITARY f L 1\`\ / 73 ) } I /STEEP SLOPES CFYPJ // / % / SEWER LATERAL CTYP) .,\. �/\ ` 1 I I EDzo' PRIVATE ,�j/ / 3z z• ��.. - V - A\ II I 5z RIGHT-aF-WAY 4 \ 1 1 1 PROPOSED SEWER EASEMENT/ �\ - \ / \ \ 1 1 BE DEDICATED TO PUBLIC USE. / \ r VD STD. A. - �. � V A 1 V A I 1:. 1 ( / / I I /I 'MAP _ 2000. Sheet List Table Sheet Number Sheet Title L COVER SHEET, LAYOUT & UTILITY PLAN a EXISTING CONDITIONS 3 GRADING & DRAINAGE PLAN 4 NOTES & DETAILS ( / 4 \l ( / l 1 6 '�O �/ ry GG -6 - \ \ \ \ \ �' - 4 TOTALUMBER OF SHEETS / ( : V V A A \ V A 1 CONNECT EXISTING I / {gam T / / -/ /�'" J ( \ V ! DRIVEWAY TO SUNSET OSED FIRE HYDRANT \ r t \ 1 \` '\ \\ DRIVEEXTENSION, / -\ \ \ \ LOT 72 's' \ \ \ \ R 0 PROPOSED3 \� - P PROPOSED 8" DI WATERLINE \�. �;. y \ \ \ \ 304 __ / %� :._: ...\ 3+So\-, A••. \ CONNECT TO EXISTING 63' - \\ / u, 'r \ ago.. \ 8" DI WATERLINE -\- � \ � "' �M - � � � � : �� �\ / \\\\ 36+M \ \ TIE-IN TO EXISTING 18\A \ \ :\\ \\LOT 71�„�\ (5-1, 5� P �;\ HUMMINGBIRD LANE - - \\J• \ .. .. i I 'PROPOSED Utttfffl��'Rp,Ih �O' \\ PROPOSED 3'\ \� ,•''' \ o 'VDOT STD\ %q'�/ / PLANTING STRIP \ \... \ / Ss \ \ \ \\ PROPOSED STORMWATER scr \ .\ . i\{ y/i . / 3i\/� / / /' Vii° \\ \ / \ RIP, -\ _ 4 3zzq.'.. .) So \ M -CG-az 11 1\ \ 1 MANAGEMENT FACILITY _i\ / / -i / ✓ /• 1 I ( I\ , ` / / i i. PROPOSED WATER'\ I\ - . \ - V \ l - . f� _ /.-.A ,J�-{- / -- .1 ! .. \ . 3z' 7I VDOT STD.] /-_ SERVICE (TVP.)PR P SED B" ANITARY EWE\- \ - So •\ S \ - -� /I i \ LOT O`. / Y� �' � -\ \ i \\ \� 1 \ � I l Y z5•� -_ CO -6 ,1 n 7 it l l - �, �R. �. � \ PROPOSED 20'SANITARV \ �( C�/. :✓ ��/ d // OT6 -!T 1 \. ��--�;r.�/.- \ SEWER EASEMENT S . �;{ \�/ ' i -'LOT G7\ JR_� l \ \. •. \\ \\ /✓.: /�' // /N /'�`' ./ i�'ei� �1$�:.\.l J -dT 6�-I I PROPOSED 20'SANITARY r/ \ \ .SEWEREASEMENT�PROPOSEDSTORMWATE_ - PROPOSEDBSANITARY SEWER \ \ \sem✓ // .\. - 1 \ \ iF / MALOT E) \.j\-7 ��.. �,� / �/ / ( / MAINTENANCE EASEMENT. _fi/ / �/ l...,�`_49'!/.. 1/.l'./\ 40\l\ \ \\ I\� �\\.. \..�..\ Vim. 5 •,/ ry�,\\.. \ / I ' \ \ (off \ \,.�j` J /--w� - f I r,. �/`/ - LOT 647 Isn rER \ J DI A -PROPOSED WATER 7 I V JLI SERVICE:oP. T ., AA � / / � In ff _... - ,. � / ,/ / ' / / :' •. A LA.iq'-� 1 d � �-.yyv v *: A ., 'Y. Iv��Av �./v l -.: �_: __ (??' ) 0 1-1v�-"6'SETBACK GENERAL NOTES o \ \/ zY/ 66' / oRceMaz\ \ 3D s - 3z•gl \ \ \ mP)1 ir. \ \\\ j/" \_LOT63f-Y } \ y A \ Yv V -\. A - /A ,y/. AVL - $/// -f'" , vj/ Y� aia ./ / \ �\ 8" SANITARY SEWER PROPOSED / \ OWNER: WOODBRIAR ASSOCIATES \ / / P` - Y - _ ` \ \' `' .` y %` r \ / - - �./. _ \� \ / 3 PO BOX 5548 \'. ////-�-� /--'SS`--� yy,\Z\� -\6; ! y. \\\ \ .\�\ [\ 1 !.. �M /� (\\/ PROPOSED SANITARY 3 eC ,\ �'„ WITH PHASEq ROAD PLANS / \ CHARLOTTESVILLE, VA 22905 PROPOSED WALLS \\ \\/\ _-` \ \ �� v / / \ \ \�\ y\ \\ I 1 (/ ` LOT 6z, SEWER LATERAL(NP.) K / (MAX. HEIGHT 8')'\ \` "�\ RCEP._./f v w, v ENGINEER: COLLINS ENGINEERING • roT' w"'1" •� - _ z7• \\ I (. /vd,� y /o LOT 6i j /' `\ \ 200 GARRETT STREET, SUITE K PROPOSED PUMP STATION / 0 >x �' �\ '�', /.\ - �\ �� \\/. /\ \. 11. L\/ Y / / /� CHARLOTTESVILLE, VA 22902 \ / vt k / \ \ 39 / 434.293.3719 9 / \\ SURVEYOR: LINCOLN SURVEYING \ \� ' \. \ �7�_ PROPOSED 6"FORCE MAI 632 BERKMAR CIRCLE ..._ // / '// 43 CHARLOTTESVILLE, VA 22901 406', - OPEN SPA J \ \ \ 0R`F 9/ \ \ \ 3z r k ° 434.974.1417 � _ M o / \ / i 1 LOT 50 / _ CE - SURVEYOR: BOUNDARY OF THE SITE WAS PROVIDED BY LINCOLN SURVEYING IN y4 / - FEBRUARY, 2013. TOPOGRAPHY PROVIDED BY THE \\''.. \ i / 4 - _ �' ' / z / ' `� / ' �.' ' I / ENGINEERING GROUPIE FROM AERIAL FLOWN TOPO IN JANUARY, - - 40 I / ' _ _ / SANITARY SEWER EASEMENT ' Y- /' J - PROPOSED WITH PHASE 2007. TOPOGRAPHY SURVEY UPDATED IN DECEMBER 2015, AND _ � � � � ' � �� � � I �I 1 1 II / // _.. �, � z ' 7 - / � � \ / PROPOSED zo'SANITARY � FIELD VERIFIED IN DECEMBER, 2015. - � �� "tY�._ I / / / / SEWER EASEMENT PLANS oz6 08) t TAX MAP PARCEL: T.M.P. 32G-1 (D.B. 1556/PG. 97) -- ® - _--, / _ j _ JJJ/// � ROAD L B -z - \\ EXISTING Loo -YEAR @ 396 © / / A � - 59 TOTAL ACREAGE: 16.92 ACRES J L J LOT 3 FLOODPLAIN (TVP.). � .i 1 ZONING: PRD (ZMA 1991-00013, AND ZMA 2005-00009) ZMA 1995-00005, ZMA 2004-00014, \ , \ \ _ - - / ,' / / l /l ;/ / (l /• l / it / / (. ( , r• Ir 1 / d i �' /EXISTING - - - WITH Er LOTS 57-6o PROPOSED THE HA_SE 6-aB D PLANS SU I USE: 16 SINGLE FAMILY DETACHED UNITS \ ` � 39o,_ _� , / l /I ! i ( l I ( 1 i ! j MANAGED I I - I DENSIIY: 0.95 UNITS PER ACRE PARKING: � EACH SINGLE FAMILY LOT WILL HAVE TWO OFF-STREET PARKING SPACES. I - - 7 I ,; / ,( / I , I I ! I I / / STEEP SLOPES (TYP.)- I ! I _ OPEN SPACE: 12.7 ACRES OF OPEN SPACE PROVIDED PARKING WILL ALSO BE PROVIDED ON ONE SIDE THE PUBLIC ROADS, WHICH WILL SURVEYED PRIOR TO THE FINAL SUBDIVISION PLAT TO VERIFY THE 1 1 11 11 II \\ _ \ DATUM: NAD83 BUILDING STIES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 E BE MARKED WITH SIGNS IN THE DEVELOPMENT. LIMITS OF THE 25% SLOPES ALONG THE EDGES OF THE PRESERVED 1 1 \\ \ ` \ \ 1 I Zn n I • SETBACKS: FRONT 20 FEET MINIMUM OF THE ALBEMARLE COUNTY ZONING ORDINANCE. - , - l l l / _ -' - J SIDE 6 FEET MINIMUM LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THIS PLAN. 0 ! l l I I I / ,' - LOT 8 _ - - - - S ! �r OPEN SPACE: REAR 5 FEET MINIMUM IMPERVIOUS AREAS: ROADS 0.36 AC. SIDEWALKS 0.12 AC. �� BE UPDATED AS MANAGED STEEP SLOPES ON THE FINAL PIANS. \ -- \ GRAPHIC SCALE I I �� ' c+aB tr cuTrzx LOTS: I 2.21 AC 13.1% OF TOTAL AREA) LANDSCAPING: LANDSCAPING WILL BE PROVIDED WITH THE FINAL SITE PLAN & COMPLY 3a i5 . 30 60 . \ ! ! / / I I / I ! I 0 I •> _- BUILDING HEIGHT: 35 FEET MAXIMUM TOTAL 3.33 AC. WITH BECKON 32.7.9 OF THE ZONING ORDINANCE, WHICH WILL INCLUDE STREET TREES ALONG THE ROADWAYS. OO _ . PROPOSED STREETS: CURB AND GUTTER, PUBLIC STREETS RETAINING WALLS: RETAINING WALLS ARE PROPOSED. (IN FEET) \ EXISTING CONDITIONS: SITE IS MOSTLY WOODED EXISTING PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN AND LABELED ON THE PLAN SHEET. inch = 30 ft. SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED EXISTING PRESERVED UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER WITH THE FINAL SITE PLAN OR UNDER SEPARATE APPLICATION. STEEP SLOPES (TYPJ - 11 PHASING: PHASE 6 - LOTS 61-76 (16 LOTS) ,/' WATERSHED: NORTH FORK RIVANNA ABOVE WATER INTAKE ( ) \\ \ C I I I 1 SII I I I I I ( ' 1 'LOT \ \ SI \ FLOODPLAIN: NO FLOODPLAIN EXISTS WITHIN THE LIMITS OF THE\ ��� TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN �+ Pr `v �+ p v+ b^r 1r 1t $ I I I I ` •\ \ \ SUBDIVISION PLAT, PER FEMA MAP Y51003Co145D PANEL ACCORDANCE WITH COUNTY REQUIREMENTS. I I I 1 I I! R�0141 SQ P Qv� l50 jai i // I I r / I / j I I I I 1 I I\ I I 3' SANITARY SEWER \ -...�...� EA- arzw ORIYEWAY CULYFnr + BENCH MARK CLEARING LWHS IF H T SrANOARO BTGP 9CN m exisnNc caNnwR PROPOSED CONTa/R PRQPO.SED SPOT ELEVARON TH oFG 01 SCOTT R. COLLINSZ U Lic. No. 035791,a A� �4 `YIONAL V Z aaaa� W W Z aaaa� L9 Z W Ul Z J J 0 U ijl M M N M N CD rn N N LLi J J_ U) W F_ 0 a U Y W f- U) W W U) LU D_ Q O O N Q O m Z ,� 3 zco O - LU g d w LU W E LU Q ; w O o O Q co rM E n usi v 122071 SCALE 1" = 30' SHEET NO. 1 OF 4 145D (DATED FEBRUARY 4, 2005) NOTE', PRESERVED AND MANAGED STEEP SLOPES AR SHOWN ON TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT. ALL THIS PLAN. PORTIONS THE PRESERVED SLOPES WILL BE FIELD i I \\ \\ \.\ \\ I RDA STREAM BUFFERS: NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE TRASH SHALL BE COLLECTED BY A DRIVING DUMPSTER SERVICE. OF I I 1 I - _ o cru�mr SUBDIVISION PLAT. SURVEYED PRIOR TO THE FINAL SUBDIVISION PLAT TO VERIFY THE 1 1 11 11 II \\ _ \ DATUM: NAD83 BUILDING STIES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 LIMITS OF THE 25% SLOPES ALONG THE EDGES OF THE PRESERVED 1 1 \\ \ ` \ \ 1 I Zn n Mu T tr smucniRe Na OF THE ALBEMARLE COUNTY ZONING ORDINANCE. - , - STEEP SLOPES. ANY PRESERVED STEEP SLOPE AREAS THAT AREQT MODIFIED DURING THE FIELD SURVEY VERIFICATION PROCESS SHALL OPEN SPACE: 12.70 ACRES (75.1% OF TOTAL AREA) %`�' IMPERVIOUS AREAS: ROADS 0.36 AC. SIDEWALKS 0.12 AC. �� BE UPDATED AS MANAGED STEEP SLOPES ON THE FINAL PIANS. \ -- \ GRAPHIC SCALE \ \ I 1 I ! o c+aB tr cuTrzx LOTS: I 2.21 AC 13.1% OF TOTAL AREA) LOTS 2.85 AC. \ 3a i5 . 30 60 . \ \ \ I \ \ 0 PROPOSFO PAwMENT POW PALFRS ' ,2.01 ACRES SERVED FOR FUTURE DEVELOPMENT (11.9% OF TOTAL 3.33 AC. _ . PROPOSED TOTAL AREA) NOTE: THIS PROPERTY IS NOT WITHIN A DAM INUNDATION ZONE. (IN FEET) \ CRITICAL SLOPES: EXISTING PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN AND LABELED ON THE PLAN SHEET. inch = 30 ft. -...�...� EA- arzw ORIYEWAY CULYFnr + BENCH MARK CLEARING LWHS IF H T SrANOARO BTGP 9CN m exisnNc caNnwR PROPOSED CONTa/R PRQPO.SED SPOT ELEVARON TH oFG 01 SCOTT R. COLLINSZ U Lic. No. 035791,a A� �4 `YIONAL V Z aaaa� W W Z aaaa� L9 Z W Ul Z J J 0 U ijl M M N M N CD rn N N LLi J J_ U) W F_ 0 a U Y W f- U) W W U) LU D_ Q O O N Q O m Z ,� 3 zco O - LU g d w LU W E LU Q ; w O o O Q co rM E n usi v 122071 SCALE 1" = 30' SHEET NO. 1 OF 4 \ "'/ / ' ' " ,,,, 1 `I r i i I i ' ' ' 1 1 11 i 'ii I 1 I 1 1 `I n I','I III 1 1 1 ` ', - \ ---. _. A TMP NUMBER OWNER ACREAGE ZONING DB/PG \ 11 11 I 11'I'1�1, -_ 1 A 02000-00-00-01900 WOODBRIAR ASSOCIATES 100.51 AC RURAL 690/232 \�" B 03260-00-00-OOlAO WOODBRIAR ASSOCIATES 3.04 AC PRD 1242/668 - _ C 03260-07-00-04400 ROBERT BELL OR JESSICA SWEENEY 0.11 AC PRD 1749/069 H T 0 ' r ' D 03260.07-00-04500 WILLIAM AND SARAH WILSON 0.11 AC PRD 3383/178 ,f ,1 '1 i \ SCOTT R. COLLINS'Z E 03260 07 00 04600 - - - THOMAS AND KATHY NYRE 0.09 AC PRD 1211/688 p J 03260.07-00-04700 DAVID GAYLORD 0.11 AC PRD 1346/659 U Lic. No. 035791.a G 03260.07-00-04800 MICHAEL AND KATHERINE PEARL 0.10 AC PRD 4514/719 K O III I .1 A PRD 4677 257 H 03260.07-00-01700 JOHN MBURU 0.08 C - II 1 �< I � � .4, �S N I I \ A \ S P- % _ I III _ ,'�/ / 1 1 I I ,�'' •' h E 7oxa1, E - 1 8 RICK B RT N 0. AC PRD 3640 217 - __- - �`� I 03260-07-00-01800 RODE U O OS - 111 - _ ' `' ` - - � 4 1 -- / II y - ' 1 I I I 'h °N �` 1Yn � h - v1 d� gTt 'N _ - 574 - \\` v 7- 0.02500 BRIARWOOD HOA 0.66 AC PRD 781 1 03260-0 0 III I t C I ` - -_ - _ p - -- B m � I E K 03260-07-00-02400 ANGELA MAWYER 0.08 AC PRD 4366/589 ----------- "- -- 2 44 - 7- WI IAM VE 0.08 AC PRD 327129 - B- P L 03260 0 00-06700 LL ST / _ a I II r4r RE it 5L' I 03260-07-00-06800 TODD AND SONIACABELL 0.08 AC PRD 4381/351 -- 0.09 AC PRD 3897/296 N 03260-07-00-06900 MATTHEW CONKLIN 1 ' ' n5 - -_. - - O 03260-07-00-07000 DAWN AND WILLIAM EADIE 0.09 AC PRD 3389/062 o.48 -E _ - ,�.A 7 P 032GO-07-00-07100 KIMBERLY AND STEVEN GEER 0.09 AC PRD 1346/267 ' 1 84539 .n, 3 " 1 O 03260.07-00-07200 BERNARD AND TOMOKO MARSHALL 0.09 AC PRD 1949/179 O '03260-07-00-07300 CYNTHIA KELLY LIVING TRUST 0.09 AC PRD 4362/633 03260.07-00-07400 GREGORY AND RENEE SAMPSON 0.09 AC PRD 1406/477 93'31"E'/ 1I ii, - _ _ - "`-"/' - -.\°,� �/ f' n � I T 03260.07-00-07500 7HIEN AND TRUCVAN NGUYEN 0.09 AC PRD 1691/714 i - - - -00-01700 LORENZO AND TONIA RIVERS 0.10 AC PRD 2266297 - P U 03260-01 / - -" V 03260.01-00-01800 SUSAN CHAMBERS -ROSE 0.09 AC PRD 3551/264 k W 03260.01-00-01900 KEVIN HINES 0.09 AC PRD 3824/468 f k. ---- - - ;a% . ✓ iial3o - 0 tz � (/i m _ '" - '"- '' ; � / r/ ' ,EXISTING ABOVE GROUND_ _ --'"- -'' _-- / y���� jn�, / j � "` N-" X 03260.01-00-02000 ALLISON ALLEN 0.09 AC PRD 4031/345 N ELECTRICAL LINE------------------------- --------- .: %':' % i - 0.49"�. --�_,_ _ - �Y �. __ - I Z � - Y 03260-01-00-02100 ETERN AND IANICE YANG 0.09 AC PRD 2981/173 - --- __.. /,i - i- ! A.I T' / i f _ X - - 3 i , 1 Z 03260.01-00-02200 DEBRAH SHELOR 0.09 AC PRD 1825/128 -- --J/ - �� / -�•r� R I AA 03260.01-00-02300 CARRIE O'CONNOR OR LISA SCHOTT O.10 AC PRD 4571/519 O --_-___''- // '-I-- BB 032GO-01-00-02400 LAURA BRADY 0.13 AC PRD 4525/220 _ ' ' CC 03260.01-00-02500 MOONIAKE, LLC 0.10 AC PRD 4740/31 DD 03260.01-00-02600 ADAM AND JAYDA EVERETT 0.09 AC PRD 4326/667 , T, J -- % %> ' ' ' - � � � ✓ � "�'�I w�!'� �r�; %�'` V -1�--- EE 03260.01-00-02700 BRIAN AND DEBORAH STOLLINGS 0.10 AC PRD 1919/571uj ' ' ' ' ` r ,''°'w� I'';ilipi�� � �� '� _ T FF 03260.01-00.02800 JOHNSON AND ENGLISH LEASING, LLC 0.17 AC PRD 4689/530 / ' ✓"I'� ✓,I L'•"' ,' ��'/ IIEXISTING !' / , ' ' ' / ' o , / , ebT „y «' 7 4 ( ,, .. .' , e ✓ I u� GG 03260-06-00-03300 JAY AND TIFFANYTHOMAS 0.12 AC PRD 4741/634 TREELINE i pp �f ---- o p'`" \ ,'/�il� --II HH 03260-06-00-0320D 11N ANDIAE-AH SHIM 0.15 AC PRD 4718/395 ---___ \ 032G0 06 00-03100 RONAND AND DAISY ROSARIO 0.12 AC PRD 4732/743 r C _ 1 JJ 03260 OS 00-000AO WOODBRIAR ASSOCIATES 1.70 AC PRD -00-00-006AO OVA REAL ESTATE AC �� ems',^ ' ./ i 't`. t'1✓f }?I ,I(I✓ / i/i 'jJrw� "$ 03200-00-00-004A0 IGNEY HECHT LIVING TRUST 15.39 AC RURAL 4373/572 TMP: ""'� ZGO 00-OO�OO1Q0 �� ( z,` „ ,'�o ,yh V. / -�� 1 MVRv „-+"7,-00-00-19200 JOAN KINDIG 11.89 AC RURAL 3785/265 OWNER: OODBRIAR. y� !45$VCy ES j �3 , rf Si � '' y , >,b• i�-r - , DD r{ ' ACREAGE: 1 2 AC - 'y o �Jf%}fix �i $(' i E ;g "g, ZONING: PR DB PG: - - , ,r r ✓d5 d % / 1 � � ." �'q ✓ :r* " C'i i' i n i - ,r" ,_ v A `v �. � AT `,�, h _ V'v IZ I 1 v , _ y A , Via', .. _- /, rf"'' }'��,+r:;,"'rrr ,' p � ;,, ' �` 4+�'x 4 1$ '. 3 • A F� � '� Z Jm ) _ - -` a '� I ' £ ' - - � / " _. - - - _ 1 , l \ i , - , 1 ��rn � :� � `,♦'� v i1�' E?, s /J � �h �1 _ i � ,r � r I �� {� V / v`p `� - ______- yi. 4„ _ )e v , r ` d9' a• ,✓ �/ 1 �� __ -r.� l yi ',, 'v v ' ;� v , �. I I i , , 1M ,.> `, 553° 39� og.1a"W Z o. z +. ,X. r, i ,-\ 5 7 4 ,•Zy 1, i� \ I � 1\\ /� .,'! c e.. F o, XISTING 8" DI WATERLIN I ?� M , l 'I , j �{�.,,p. ` s 9 , o 0 , I�b N -- H g / , _ ` �{ n � - �� A I � O � v)'I11 �Y O --- _ _ N 0 1 � 1 , Ld Ln mm b, -Mka!' 4111h I III 6EN�HMARK-TOPOFSEWkRlv��ll l I\ c I F / F / ELEVATION\ %� \ EXISTING -YEA [] ° FLOODPLAIN CFYP.) _ o I ° ' '� s - _ EXISTINGSANITARY W Q p --,lo l l r i ( 453. 71' ,-' J II XI II GB'SANITARV SEWER .EASEMENT D B. a PG 2 Q 1 I / ° - Irl 1 �EXISrtING MANAGED _ -_ ,: �. 1 1 /i ✓ , 'i �t I �� /� ; _ I¢y `.I �I o ca STEEP SLOPES (lYP) _ ' 1 I� ' 1 '.+a ` \,' £ i. EXISTING _- �i ', .,\'• ti,` h�`, , ) _�-'- Z Q J Ov _ TREELINE ca - EXISTING PRESERVED. W z STEEP SLOPES L^L/ 1-r . „ I S3�°38.43.31 \ I 124967 1 r ' y _ I ;( t , i / X ` `\ o a .75 W a t T" ' o h-` J Ll_I o 2 z5`3 , v 2 4i 3 II 1[ ,i _ I _ L ° m I , i/ o N89°oj 27.26"W 53°°4B 37.83"W `o , ,Lu EXISTING FLOODWAY .9`395`,` ] , - II LIMITS S28°5j46.z8'lM W 1 I , _ - z z _ - - _ �y.35„H, 9546` {.-i� oLosori oo couR. , - - - - > 4 _\ w - ~ N6z°o2'13.72"W ` - _ o � I Lu - - ^ / NORTH FORK , e �� j s /RIVANNA RIVER'- ' `, �'� Q , r 4 / /qr ,;III O \ y I r I 10- r«.T .. Gnu I`�{ s 1 �"""�-„�..M .r_�_�,...`. �.�_.� �_�s_. ``.\ •` � la r1 'i tiI ,. I, " `.m;: _.. _- - -T/ 1.� _` Y "' r i, '. / i/ - .o -- - 326.140 "' .�c A , ,I , - [q'I �. 'i _-,�` _ ' O� '.,( �`�/ W l� v � NSS* 3Z4 s " ° \ \ � �� �1�.., , .. �� � � m - -- _ -------=- _ KK �� , Y (y " EASEMENT ]OB NO °N / 6122071 LLL \ 5 11 SCALE R GA8so s / 1" = 60' \` ®- \ ` SHEENO. T (IN FEET) _ I I II �� II �� �`� -'"� ��� ->� �v v..��� ZOF4 r r finch =6o ft. `I i , I I ', � f3 i b - \� I� ( I TH - f _'MANAGED SLOPESPRESERVFU SLOPES !OTT R. WLUNSZ PROPOSED LIMITS OF / JISTING TREELINE(TYPJULic. No. 0357911aCLEARING PJ/ m/L, / / /f� / X \VIry ,- - I / , �''`"� LOT 74' I LOT 75/- 1 / r\ �►� 1�►� 1 I I ,.. ♦� M� ,/ ,/ RAINAGE DTVI 1 ( e� / d" f V` - 1 .-♦♦♦ /._%I'I LOT \640 ��� i/ / /�,' / / // / / LOt �\ a° \� ♦♦ � .I 1 I \ \ rI , II II I i, i � I 1 \✓ f/ / ,� / �'� / //\���\\\/ \\ - / � � m o PROPOSED DRAINAGE AREA TO .\ X.. 1 r \ 0 - / �p iii it Do SWM FACILITY = z35 ACRES PROPOSED ao' DRAINA E EASEMEN - V A V "`��� A l V A A V A iii ',V iil \ III - V A A I I , - - - A I - / 1 v v v � vmoo / � I > ji / 00 ® -- -- \ \ � \ � / i� �,.%o . \ _\N -.� 7*So\ --. M \. z\ \ \ _ \ \ / ♦♦rte � i \ � \ _ \ \ 1 , t\ \ i moi. \ o PROPOSED VDOT '�, ,�/ ♦♦7\ / J&�RIPRAPOUTFALL. I / ' I� ' ,♦ � _ -. ....., �. , \\ \\ \ .i\ f i/G ,.� / ♦ _ f\/ .\. � \ ` \1 _\ \ \ -::,, _ .. .: .. SI P�i/�'R. \ ��rr• avv m�S�rF— ( ( � \ , � PROPOSED STORMWATER �- -- ����r� .� \ \ � .. \ 44 mm n \ \ Jc - L T ]O' . „r,. / r� m �l Qo / / , / ' / , CA ' MANAGEMENT FACILITY o - \ \ \ \ I \ \ \ I { m� K , \ \ - - / v , Q //. OT6LOT6jv� v LC) `l) v 1-� ISTING 8"DI SANITARY' / // 1 N v v I ♦� v co v i / LOT 6 1► y /' / v / PROPOSED STORMWATER MANAGEMENT 5 ACCESS & MAINTENANCE EASEMENT \" \ \ V - - '�' / V - I• 54.E I V- / / _ _ / / A \ Cod y \ \\ \ \ \�.� f ;'xi' -v..,. i �\ _ / T�7l: z v fjs - �' / CV r , a 434 \,/� �! % ` / ?f I \ / � 1--1 _ / 04 LOT 6 - 480. ( ��-�� v586 �v /� �� _ / ) / / � � CV M �, v / '� � 430_ / _ /� f 7v / (►A \ / � � V A / - \ (M1HEIGHT= 8').Ld SPP Lu > d / v J w O - Q LU I --I sv V / _ 4f 1 1 66 H c PROPOSED LIMITS OF i TREE CL Q9 C7 g - �}- @ v \ ° // // / _ - \I W I vm o - _ _ ._ It �EXISTING TREELINE P. _ r I � $ \\ o � : r / / � � � -_ r � , � � I ISTING 8" ANITARY SEWER i \\ U I � w � 0 3 ''i�- \ -� -39a _/fff ff _ _ - - - - I�II� I �W Q Lij EXISTING aoaYEAR FLOODPLAIN (TYP. L� I I / 1/ , f f - I I I I I )- o )�i 1 / 1 1 I I EXISTING MANAGED LOT 58 I 1 \ \ \ I I f I I STEEP SLOPES (TYPJ /1 \\\ \\ \\ \`,, \\ I / ';t 1'illlflli�ily''#1�iII'�Illq��lkllllll#�IIgIipi�ii��Illllljll9kl'16'�IGIj9h+� 1119 (iiia # #-#ilii�liilil jilnp`, .1 i li 1 I I 1 j I I / // I / - //,f — I r�" - I.. Q' I V-384 A, �I I ^I I I I it 11 � ali i i l Ali � i°!� t i � i 1 �� --_ I ✓ I I i I U I i I / / v v v # # 4. I # / / / / - C D I(STEEP SLOPES (TYR� DRAINAGE DIVIDE(TYP. / �� I O 1 v w LOT 57 ♦ r �--� O CV ' o O: �V b I`Iill)ill MNI Ii T `t�;iei 1 Ili lii�li4l ii:1 " I I I I 1 \ \ l V I I I _ _I F a GRAPO SCALE 11r v v v \ 30 30 Sao t 1 I( 1 A I Boa rvo.e m I �i tl o.. 122071 (IN FEET) �� `� A 1GI����i i1�. A \ \\ \\ V 1 I i I I I I O \ I � � I �t _ cinch=3o ft. II 1 SCALE SHEEPNO. v _- a a v vv'` 30F4 dr 0 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONS7RUC77ON INSPEC71ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CON7RACTOR MUST N077FY 7HE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONS7RUC77ON. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARAT70N OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF 7HE TEST RESULTS SHALL BE SUBMITTED TO 774E 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 OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA 77ONS ARE APPROXIMATE EXACT LENGTH LOCA 77ON AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDIT70NAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN IN THE OPINION OF 774E COUNTY ENGINEER OR DESIGNEE lT IS DEEMED NECESSARY. WHEN GUARDRAIL lS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO 774E FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER W107H AND DITCH SECTIONS AS SHOWN ON 7HE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE S7R1C7LY 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 WITH 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 AREEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. DE 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 INSPEC71ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC77ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS7RUCT7ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC71ON TO ANY EXIS77MG ROAD, A PERMIT SHALL BE OBTAINED FROM 7HE VIRGINIA DEPARTMENT OF TRANSPORTA 77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CON57RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA T70NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH 7HE 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 FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). KHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE 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 N. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). as r o CONCREMN Q 6Cv/ir[R C� SVEWALK FINISHED GRADE z' 17 KL LANE) (]RAIEL ROAD NOTES GRAM 1. THE LATEST ED17ION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF 774E VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICA77ONS 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 EN71RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON OF 7HE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA7ION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETA7ION 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 7HE SUBGRADE. DRA/NAGE 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 107H THE VIRGINIA DEPARTMENT OF 7RANSPORT4ION SPECIFICA77ONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 7HE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT 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 ENGINEERSRE UIRED TO SUBMIT FOR APPROVAL THE PROPOSED 0 METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, 11, OR /// 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. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MA 7ERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ®0.3 GAL -/SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICARONS- 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 7RANSPORTAT70N MAY BE LOCATED WITHIN THE S7REETS 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 ITIS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. W. 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. AL 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. CC -6 CONCRETE CURB tr Wi1ER 9"ALK - TYPICAL STREET SECTION 51' PRIVATE MID (SUNSET-ORIPIf -95 VPH DESIGN SPUD NOT TO SCALE PLAN]M'G H1PoP ' r r / I1T.�1I,Ip ilfi I -moi' / / i x i r i11.). / \x`,, .r:+ L..I.�.� l rlfll ($Ihtl I I I /. ♦t � / LOT 74 I I LOT 75, .S LOT a ♦ xx '_I L' LOT /��.. 73 I 1 / I N �. I / f � �''1 v x` r rl II I\ }v7I��(4�'� � I I\ � � i r� �'r =�\. � I i , r�_♦ Lor�! j I 'iall. O L \ t i x♦ xxx x >T _. _. \�� x x i. :x '' rte' '♦ '< DRIVE__ T ; ADT " - _ LO ` . y .., i iii -. �, �/ - / , / Y . '.'.� I ♦ '. ��'M1: J M1I-'-_,_._ .I �. 1 . '." �'��'��: I I/ ✓:�" A- ' - .. �: l -::� I♦ F.. ' I it OT 70' � moi/ / i.: r r �:</ � i- : OT/:r �., 69/ y Lb 68.�J yi0T 6jv, ya r 'i I �. T T I r` r 11 l F> >I Y 1 I / LOT 65'.. I LOT 6y r / z I Y I I I 7. f +r♦ 1 1, :;al\ ka r1�Gy �� I L0T6 J '/... 9. � � 1♦ "bit, YM1 :13i � � / � < c �[\ .!� A / / '�� P ♦� \ / �', G \ - 'r,<:: x\ ; , i r y LOT 6�� y .LOT 6i i/ fi / @ r , � r JOT ' 'ti♦� /.iCo♦\I ':'i ii/i/r�; ,/// � III I/{ rx' \ _ X11\ 2 0 O O �O '�• - _LOT TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 16 SINGLE FAMILY DETACHED UNIT (CODE 210) ADT: 153 VPD (77 ENTER/ 76 EXIT) AM PEAK: 22 VPH (3 ENTER/ 9 EXIT) PM PEAK: 16 VPH (io ENTER/ 6 EXIT) 4" CONC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 1 k "-2" SM-9.SA SURFACE COURSE 3"-4" BM -25 INTERMEDIATE COURSE 6"-8" COMPACTED AGGREGATE BASE COURSE. VDOT #21A OR #21B DEPENDING ON AND MATE TRAFFIC LIMITSUND�\ �\ TRIP GENERATION 1"=50' GRAPHIC SCALE loo IN FEET ) 1 inch - 50 ft. TOP OF �4" 2" R CURB I , 7 1 - 6" 7" ' r< - 1, 6" 2' STANDARD CG -6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. SUOBGRADED ASPHALT PAVING - ROADS NO SCALE e 0) r` M cl) CA N M 1 N 0) N N Q W J J_ 1) W I- 0 J Q 2 U Y W Z) U) r W W Of F_ W H W Of Q O O N Q J O U) H �1 0 Lr) - Q J z <E F -- Lu H 0 o E 'Lu V / Q 0 O U O G� P E � y a 122071 AS SHOWN SHEET NO. - 40F4