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HomeMy WebLinkAboutSUB201600120 Plat - Submittal (First) 2016-06-06GALE. PP.� � LJ LJ a 2 E E V no I � VI NITY MAP " 1 1000'TH �Fpf . o ZONING LIMITS (TYP.)SCOTT R. COLLINS� BY—RIGHT PRELIMINARY SUBDIVISION _ U Lic. No. 035791 � PLAT & INITIAL SITE PLAN a = ��o w� RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA, `StONAL DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 CHARLOTTESVILLE, VA 22906 OWNER: TMP 062A3-00-00-00100 &TMP 06100-00-00-16000 &TMP 06200-00-00-002A1 DB 3488, PG 552 BELVEDERE STATION LAND TRUST 2421 IVY ROAD CHARLOTTESVILLE, VA 22903 TMP 06200-00-00-00280 DB 3543, PG 485 BONDSTONE VENTURES LLC 100 10TH STREET NE SUITE 301 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293.3719 TAX PARCEL #: 06100-00-00-16000 & 062A3-00-00-00100 & 06200-00-00-002A1 & 06200-00-00-00280 TOTAL ACREAGE: 06100-00-00-16000 (PORTION): 6.33 AC. 062A3-00-00-00100 (PORTION): 0.96 AC. 06200-00-00-002A1 (PORTION): 0.95 AC. 06200-00-00-00280 (PORTION): 0.64 AC. TOTAL: 8.88 AC. ZONING: R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE) PROPOSED USE: RESIDENTIAL DEVELOPMENT 11 SINGLE FAMILY DETACHED LOTS AND 22 TOWNHOUSE UNITS = 33 UNITS TOTAL DEVELOPMENT DENSITY: PARCEL AREA - NMD AREA = 8.88 ACRES - 0.62 ACRES = 8.26 ACRES BY -RIGHT DENSITY = 33 DU / 8.26 AC. = 3.995 DUA PARKING: 66 OFF-STREET SPACES + 34 PARALLEL SPACES = 100 PARKING SPACES (2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS OR THE STREET. ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET. SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES 2016 ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. SLOPES: MANAGED AND PRESERVED SLOPES EXIST ON THE PROPERTY, AS SHOWN ON THE PLAN. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE REQUIREMENTS OF COUNTY CODE SECTION 32.7.9. ALL STREETS SHALL HAVE STREET TREES AS REQUIRED BY ALBEMARLE COUNTY DEVELOPMENT ORDINANCES. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PLAN WILL BE CONSTRUCTED IN (2) PHASES. LOTS 231 AND 232 SHALL BE DEVELOPED IN PHASE II. RECREATION AREA: NONE. BUILDING SITES: LOTS 1-56 & 197-208 AND THE RESIDUE OF 06100-00-00-16000, 06200-00-00-00300, 06200-00-00-00500 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LOTS 118-121, 57, & 58 ARE FUTURE LOTS IN THIS SECTION WHICH ARE STILL ZONED R4. THESE LOTS WILL BE REZONED TO MATCH EXISTING SETBACKS OF THE NMD STANDARDS. CONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED. OPEN SPACE: 3.32 ACRES (OPEN SPACE A=3.32 AC.) 37.4% OPEN SPACE IMPERVIOUS AREAS: ROADS & ALLEYS: 1.2 AC, SIDEWALKS: 0.3 AC. LOT BUILDABLE AREAS: 2.3 AC. TOTAL 3.8 AC. LEGEND EXISTING CULVERT ... .... EARTH DITCH CUL VERT DRI VEWA Y CULVERT Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT �- VDOT STANDARD STOP SIGN EC -3A DITCH 200 EXISTING CONTOUR 6" DEPTH OF EC -3A DITCH 200PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVA TION 6" DEPTH OF EC -2 DITCH TAB DENOTES TOP OF BOX SHEEP INDEX TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 UTILITY & GRADING & STORMWATER MANAGEMENT 3 DETAILS 4 TOTAL SHEETS 4 I - , I __ - � , I :-,I--- - -- I � - I— I— __ � � � - .1 - ;, . I � - ­ I-- I __ __ _� __ ,- - - - - , . __ ____.� , - ., . �, - , , - , � , - , , - < I � ------ � �___­­_ I �" I I I I T, " ­ - - __ - . - - __ __ - ____ - � __ ­______ ----- __ , , �� , y y y � v t�,_ , - .. - __ ­ - � - __��__­­ � -­­­�__ ... - I v .kV " :�. - - __=� - ______ -­= - - __ _ � ---- � ---- �_ �, � - " - �� ___ __ '1� , . - . I ,��7 - - -v--,­y-y_,-,--,�-___� � - ______ __ - -1 z I - ___ ___ -:-- -7--- _____�_ ___ __ ___:,� __ ____ - - ­,__=__ ­ �� �- -l", : �H , __ - , - - __ . __ __ 'I- __ __ __ - ___ __ __ 1�1 - - - , , - - - - - __ __ __ ___ - ____ _ -_ .- - _ - --- wllt;_�­ - -- _� -_ -_ I - - � ---- iv!�Y,_ _y Y:)� I - __ - __ - _� __ - - - -1. ___ __ ___ __ __ - � _` _� I- ___ __ __ -1, __ __ "�,�, ", I- -,- - ___ __ �__ :��__ , i�� -I.---- - NOTES: � - _ ­_ __ __ - - __­_ - - __ _ _ _ __ - __ - - __ ____ - __ � - -.-,- --- __ - __ �­` .__ ,,, __ - _ _ - _. ___, `_� .� __ ­ __ __ - __ --- _ � __ _� -- - ,­ � - H 0 - "", __ - - - __ __ - __ �s', _.- .- __ __ �, 1, - -_ _", __ I- __ __. '---- ,;�� 1 . TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERIAL SURVEY - ­ - __ . - _� __1 __ I- __ 4' ACSA S-ANjARY S'EWE-R , --' __ 1_-_l - __ - - __ ,_ ", "\, ", - --.-- - - __ -- -- _ __ � -",- -1 DATED JANUARY, 2016. BOUNDARY PROVIDED PROVIDED BY ROUDABUSH, GALE & __ _ - - _ - ___ __ __ �, , - -, _EM�T ____ - __ - _­ I-" '_� I--, - -- -- -_ -_ -, ---- __-- Ni ___ ___ - - __ __ - - - - __ �_ � ___ __ - - --. _� __ ___ EAS - - __ __ __ - --- - _,l"l "� ,.- ___ - __ - _-, - - - - __ - - 11 'I-, "I '1__1 '.I- '1� - __ --- - - __ � __ __ __ __ __ -_ -_ I ,_ _� C, . - _ __ - I" .-, '.1 - j , � - - , __ ___ - - - __ ' -Z.B. 3532 -PC,- 603 ___ ____ ___ -1 _� __ - � *�, � I- "-,,�, "', ____ -_ -_ -_ -11 -_ ASSOCIATES. THE SITE WAS FIELD VERIFIED IN MARCH 5, 2016 BY COLLINS I ,_ ---,----------- ___� _�_ �, ___ __� __ - - __ __ __ __ - - __ � __ �, --,-,- � .-, --- __ 1�1 l- �_ . - - "I 11-1 11 �_ - - - - - -_ -_ -, -_ �, - -- _ - ENGINEERING. SCOTT R. COLLINSZ �� --- , � - ,-- - � , - __ _�_ �, --- - - __ - — __ I l- - - ___ _., __ - - - I -- - - -- - I __ __ - ___ __ __ 1-1 CD �-" - .� - - - - __ - - - - - - - __ , � , /_ __ __ __� �1`1 __ - -11 __ �. __ - __ - __ - - - - - __ ,� �, I- I- __ __ - __ - - - - __ __ __ 11 �, 11, �11 'I-, I--,' _-, - __ __ _-, __ _� _� __ _� I- -_ - - 2. THERE ARE NO 100 -YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS L) Lic. No. 035791,�::- __ ­ - �_ - ­­ - __ �_, __ __ __ �, _- ____ -1 - �_ __ __ '�, I- __ - __ "I �, " - _­­ __ ­­ - - __ - - - __ __ __ - __ -, �, " 11 ", - - _____ - __� �, SITE PER FEMA MAP PANEL #51003CO279D DATED FEBRUARY 4, 2005 & COUNTY - 1.6 0�-, I I.— , __ � , - - - ___ - --- - - - �;i _-, - -TM,P o62A3-00�10b-oaioo (PORTIION�_ __ "I �, - � --.-- - - - - X, 1_� / � .- ___ __ "I ", -, ____ - __­­ __ I ---. - __ __ --- - _. _-, __ ____ �, �, "", -- -- - GIS, RESPECTIVELY. ALSO NOTE THE PARCEL IS OUTSIDE THE LIMITS OF THE ;P71", __­ �, � - __ - � - ___ __ -, . . -1 __ - z / _ __ __ -, -11 �, 1�1 I-,,- __ __ __ - - ___ ­­_ - __ ,� 'I-, "I " - 1146) - __ - - __ b ND T-RUS LLC - - __ ,� - __", .---.- �, 11 - - __ l" �_ �, , � _— -_ - - � _­ BELVEDERE-S.TATION LAII - __ ___ .' - AM BREAK INUNDATION ZONES PER COUNTY GIS DATA. -IONAL i�to _ - �_ __ _____ __ __ __ __�_ ___ __ '__ - � - __ , � ___ __ __ __ '-, __ ---- - __ __ - --- --' // 11 - _�_ __ ___ ---,- _-, -1 __ , I"" - __ __ - I—, ,,, I- - -- - - -_ 11� '�, ", 1-1 'I -I - 3. 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'_.�- ::::�: I -00-00-016DO MATHEW THRONTON ADAMS TRUST 1600 NORTH OAK SUITE 1210, ARLINGTON, VA 22204 15.000 AC R4 4318/588 I'll I 11 __ '� , \ , " 1, �' I �� -4 1 1 C 06200 - __ ---,, /- ,- - � -- ____ \ � , , / \ " 1-1 '_1 __ - I'll I- , �, __ \ 1 1 � I : ,-- : __ 1k, _1 "'* jo, - �_ __ - '_ , - __ "' -, I e- - - , " , ___ __ I __ ,\ - � ___ _� - I I __ / t17 __ I/ \,r ___1' L�,/ � , ­_ T`____ ___'// � ____ - "�' 7 -_)_�Q9 "" L, -\\ z K , _\y I � "/ , , -.-- __ I I/ \ \T � I �� I I / � \ �_, _� - 11 I- , -1 , so __ __ 0,\ \ \ 71 \ , i): ,::�:::� 1 �...�, . - _:1 � 100 10TH STREET NE SUITE 301, CHARLOTTESVI'LLE, VA 229 7.092 AC R4 / / x � MP o62oo-�q-oo-b:L66 \ 1\ __1 1� I- \30\ \ 50\.\,\ �,, \, �� , \, \ , " 1, D 062FI-00-00-000DO BONSTONE VENTURES, LLC __ I � : : :��:�::�:::, :::J�::::r:�:! - ­2�� 1 - ,-,/ 0 . - ,__ ---, . \ I , � � � ,�::�::� :::"1:::::..j,:::::: k * - / / z ____ - - __ / I � \ \ \ '_1 __ I I` '�, I 1-1 "I I -11 I \ I \ \ \,\ , I � \ �:::,!::�:,I�:A . , .1 I ,�, / z �, - - � 11 I 11 " *' �� , 4 - �� ! , , J=� � E 06200-00-00-00500 BELVEDERE IIA, LLC 100 10TH STREET NE SUITE 301, CHARLOTTESVILLE, VA 229 1S.123 AC ,,, - - ,/ MA,RY MASLAND'�ADAMS TRUST ' " I,- 11, '1� -1, :]I I N\ \ " \ ` j� - ::: -, , / NIMD 4397/72 / / / / .., __ __ - - _-, �_ .) 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M y\ \ \ TIE INTO PHASE 2A PROPOSED FIRE f -/:. -' f . / JLC -2 t - / r WATERLINE WITH HYDRANT I 1 / . 1 �o >� l I I 1 Irif r I:J�'� - '1 - t /- / 2 a' . 1 _ C� s r \cyi 1-41 I' ,- I _ { d7 \ I. 1 I . p;. i 'r I I I. \ T _ J � I r .z �I - r ._ / 9 \ PR P J� 1 f' _ I �. 0 OSED 8x8 TEE i ' :> I I I I 11 r'' . L - T 1 LOT 2 I.• _ -i" LO YI- I T O 8 .OT �3 r L T`" ." 0 5 O 5 � 3 •r S 55 f L. r I ti ' / r' r, , 3 8 G.V. ,�-- 114 r , I r ~N 1 -J , - f . �I / J 1 a .� i I �J / -1 f L JT / O 2• r 1 3 / — `. 0 ,`ACS — 1 � I I .- C'7 Q -I N I r ',, N _ I" \ 1 Q / . i I t. _ / l r _ n �/ I s ''2R H cn I CtT 6 N r".. -. - 1 33 � �'' 3 " AT IN , 2 I . V DRA w ' ':' ATER' E�CSEMEN I �i I / I -- .- .. I � LOT --i -.. _ S �. 34' l y I , r- 1 \ r �A EN.3' _ i�.B. 4586 \ U. .i .' r } r - .:. - �__ - -- \ PROPOSED 8 SANITARY _ -= } r' ,. ;: �. _i I—I WATER A E ,� / \ foo r-- , O � - -- .. I �- . . '1 1. � k.. :�:�. � \ \\, / - - Z / M -. r r T \ r 1 - r- _ _ \ \ i >I: EWER :-.� ,�. TYP. - t .B. 458 I S :- -.�Y �. _ t� r n� \ - I- 0 r 1 . r \ ry \ i - t \ (NAGE r , J J \ ' 20 A A ,TAR %SEW � - - - - ._ ..--... . r Y 1 r __ r , :: - - -EAS I \ . NNE T \ i' 1 1 I = r r 01 r - \� ,\CO CTS ORM \\ \ \ \: I I - \ \ \ \ \ r� - - .I_ I y - ,f J = --LIMITS-OF-PREF VED N � / ,.- f \ \ . \ \ �- -- / - PROPOSED FIRE - . ' . � . • --�� .. J - ,' =--CD , 75 r / ------ ,\ \ \ \ INTO PHASE 2A \ \ \ lr - I -. --. I t`- _ _ - �. _--� r -�''_. --_ F_ f� !t J - - - \ _ -I -1. - , / : < ! -STEEP SLOPES =� HALL ,/ - \ \ �\ \' \ - I -� - HYDRANT -:j' _ - - / / / - � Q V) I > - I � STORM SEWER - _ I \ \' .1 _ t_ - _ - _� _ , _____ =/ ! / --- Q, • r _ _ ' I I / \ `\ \ _ -� _..-;- _ 1' — , _ / / / f ! / /' ' B FIELD VERTFI {TYP:� - Q Z \ _-; \ // ,/ ,r- "'�- / .� I \ \ \ \\ IN I, `- _ t I r ._- -- -- - - - - :'- ,a; I r' .•' , ' --"'', rr / / ✓ �d1 ,%`, , ` '' J' J f /f ' '"_ - ------ __,_,__l-___ +� 5 _ - -- _ ----- _..--..- (� ^ �- / ✓' ``` \ \ -d - , -._ '1- _ - -r-- _V =-..-• - /' ,,r r ' .?� / /'', f: 1 / / '"J Jf -- - - w - C O ` ` - _ -,� ..1 '--- *. \ \4 *, \,��, c-- ----.-` "i '''` _ +'� rr" r-_ 4 f / :•f.' J /f if / 'Jr „!• : -,. --.._ C Z _ PROPOSED DRAINAGE DIVIDE FOR _ - \\ \_ O W I;� `4p --= t `;: -- --- - _-_ __________ \ - ` PROPOSED SWM FACILITY TREATING A -- � J 0 Z -•• / -I! 1 I ,II �---_ // (i''< - ``. _ 1 - - 1-4 '' o~ rJO � _ _ .•i / ------ - ,'' r;-•'.' i `t /,, _- .' ` � �) W C Z / h, r 0 Z I \ \ , -;- -- —\ !/_ 1 _ r 5� - _'� 1,:---� - -' r / //t f 2.09 AC. PORTION OF THIS DEVELOPMENT > I_ W I - - \ = r-- TIE INTO EXIS \ . _ r ,. r. ,. ✓/ J / / /' ! � a Z I \ \ �- ! \\ TING \. r _ -- _ r� / / � , / , /, \ W + rt . I \ I -' LOT 2.2o.W _, t -' . --- \ / , /` J r I '', -j I 1 J ✓ I j 1 1 1 \ c: \ ! \ \ _ :\ ' , r ,; t �. , / f !', ! / � �� C O 1 \ ! PHASE 2A SANITARY � � \ .- - .. _ r �' ,\ t f / ,/ / /' , r , _ - I— - 0 r _ z 0- r I r 1 / 1 '' 1 \ / k`, .'3' _ _. .. .. t • - - - - - r'� - / f' ' ! / / J LOT / _�-" SEWER N \\' T. >- ::r - / /'`'r. r / ✓ / `~- _LOT 1 S 79 LOT 180 1 , _ _ . - r r/ r \ t /` ! 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'\ •i�` / ( !/ / ! / t i I 1 \\ 6\- ,..__ -. r..•-' "_ _.__- r f` !/ r / 1 1 WU ,r __/- ' _ °9 1 / / ! \ \ + ' _/ A -- - -� \. l 1 / ," 1 / r r f I I I I \ i t - - r I ' 4 � O- I- - - // � \ ♦I°'I/ \ ! ! / --r,rt ---\ \\--__.-- -----' \ /f \ \ , - y� r , J J Jf J! / 1 I! 4 ,\ ___ _ _ - __-.____. -__- __ _-_ ---__r // % r r 1�1 H Z r \\ , Pt��lC �0�4� ®ROAD) t - - -s Lfi�3 .. �\' - \ —'r - n \ +M. - • - - \, - - --- \ \ . .. �. ! \ J PROPOSED 8 D.I. J I 1 \ \ \ \ - _ / ! / I_ W O U \ , r r / \ _ f / _ .+ J _ _ ` �' t0 2i2 \ WATERLINE (TYP.) \ _---- W LOT 1 \ 11 _ - - / LQ act % y�= \ \:. I \ ___ ____ --- - --' / Q / ! /Ir 0 — /,. ......._ ,lye \' _ a < _ \\\ ' _6 ! ! / / j ! 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J ` 'x fr k \ \ `\ `\ \ \ \, ,, <\ \ \ \ 1 \i \ ` "' \ FZ (n -o „-. _ _ - _ - J (-�� r J / �— \— — + —�• r • r 1 s \ \\ \ \\ \\ \\ \ \ /� T \\\ :, \\ \ S * SOB NO. o l✓ 1 II 1 1 I y ./ \\\\ t . - • OMI�ING LIMIT ' • - ; : ` ` `\ `\ \\ G A C \\ S tYLE ", O 3 ! �: t e , of / �y �. +,T , I ! • , ? \ `\ \\ \\ \\ ,\ .\ \ \ \ , Y \ `\ \\ �52i21 LOT 16' V-� `' t r - -. - + \ \ I ( �,) I I \\ �' \\ \`\ \ \ ao `\ \ 0 \ 20 \ 4b \ eo \ 160\ \ \ 9 �,/' - . >'. %c n - + - r 1 \ Ii I 1 I I \ 47 \ 1 \� `� �a \ \ \ \ \ %\ _ \ \\ \1 \1 0 ` V)> / I — , ` ; i °; SAT _ I \i I i , I `\ t \\ \ \\ 11 11\ \ ` \ \\11 SCALE - 6 I I ". t J ^z- < ss -'-"'7 a �� v �Q6 I I i \ ' \\ \`1 \ ~'� \ ~` \` ` \ \\ \ 4 C 6 /1 1 / "" � :r" .^'""-r w -c �e�== �/ r'?, jj ♦ i r moi./ ' / +/' Yi , , \ \ \ \ \ `♦ \\ \ ,\ \ r -_ \ \ It 4 �- 111-40� O c \ ! _ . 1• t I ~ — _ —_ r — — -- — —' — - — - "r^- . -- • •'-_ . {— . -� ._ ______ -_- , s '+�, ,, 4' \ i l , �7�/r -c '-5.::: •`•' _ _.. ;Y ` \\ \ \ \0 1 '`"' \\ �`\ \\, \ \\ \ �`\ \ ( iN,NF `iiT--)-. -` I \ j�� \ I ;` I ? 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No. 035791 GENERAL CONSTRUCTION NOTES DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED GI ji , I _ - METHOD OF CORRECTION. a� Ij '! 1, - APPROVED SOCA 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND i; 7�'Y `', I FIELD CONNEC77ON TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA I1t., COMPACTION BEFORE BASE IS PLACED.SIONAL E DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY ( J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL` - !cl REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. �; EL�/EDE 33fi�E�l - 'j =?! 44 X REQUIREMENTS OF THE PERMIT SHALL GOVERN. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 2. ALL MATERIALS AND CONSTRUCTION ME77-IODS SHALL CONFORM TO CURRENT SPECIFICA 770NS THE SURFACE COURSE IS BEGINNING A T THE COMPLE77ON OF THE INSTALLATION OF THE � , . � �' �`' � 1 I - J AND STANDARDS OF VDOT UNLESS 0774ERWISE NOTED.-------------------- ------- EL 4w LtY AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60�; ' J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH°T,. ��cn' Lm�a ¢ OT a, mK Lm,y m„ OT„ DAYS, THE PUGMILL REQUIREMENT WILL APPLY. I I w THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY mom 5. THE USE OF AN AGGREGATE SPREADER !S REQUIRED WHEN PLACING AGGREGATE BASE. \ti . ' �_. CLEARING, GRADING OR 0774ER CONSTRUC7TON. s, BASE MUST BE APPROVED BY ENGINEER FOR DEPTH -�\ TEMPLATE AND COMPACTION �. L_ ED SEEDED AND MULCHED. . � i 4. S REAS ARE TO BE FERTILIZ A _ ALL LOPES AND DISTURBED A I I BEE ORE SURFACE TREA TMENT IS APPLIED.. - - \ 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 HORIZONTAL. VERTICAL . WHERE REASONABLY ,: _- __ __ _____ ----..._-x, ''WAS ( / I , R :�>:r:.S:S:`� .-.':.{._::,- Wit::.-: .:..::.::.:.: -.. p.--�. 7. PRIME COAT MUST - - BE APPLIED TO BASE MATERIAL PRIOR TOP - PLACEMENT OF ASPHALT O t �EC4ep R BETTER ARE TO BE ACHIEVED. _;..; I ::<:.:........ OBTAINABLE LESSE LOPES OF 3: 1 O , R S T1 PRIM �-_ • .... , ..:>::::::::: ::..:..:......::::::......-:..::;..:...,. E COAT - _ TRC 2 _ 50 ®0.3 GAL. SQ. YD.. -'�'� BE REQUIRED WHEN IN THE 6. PA VED l A TION MAT LINED DITCH MAY U ED RIP -RAP OR STABIL Z ui a• 8. BITUMINOUS ..: A ....... .. ..:....,, ... .. ........,.. e ...... ..... .... :. e: .. .::..: .j' .. ... ::....:..... E TO BE APPLIED IN ,% :...... .....:...::::. ...:,....:: ..:......:::.., ,.::. ,::: ,,:........ ,....:.... ............ ..:, ........... � .:..... ACCORDANCE WITH CURRENT VIRGINIA , . �. n .. , ...:.,, ... _ ..:......_... _.._. .::.... . .:.... _.. :..... ......... -.. , ........... ... _ ..... � : � � ....... OPINION OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO r\ f ....:.:... .....:.:......: ,., .............. :..:..... „ .:...........:< ...:. ..._.,........... _ :-: �......__.. .::...:.. ........... ..:.......... �........ � - � .. ...........:, ........... STABILIZE A DRAINAGE CHANNEL. ENT OF TRANSPORTATION SPECIFICATIONS. �--------- IiYt;@..,.: LSlYI}... : Lbt 9.::. ,. ,:.:8 6i. SR..: ..,.::::,, .LbT S... ..:. , I .lEt..f.,,i, 3' •.•. .� L, ..: .. yr,.,LOTS. ... :.:.:..:.:....:.::::.::.. /f .- :...... ... .-. :.. - i :..:....:. .:. _.........:....-..- ,..:... ................... :....:.� a_lt}....._.-......-...--. ..-.,:..-. {d.7 ; ..-... .....:.. .-.:.:..... . ., .-..-..:..:...-... :.T..O..R. I! ..:.-.--:-..... � i ......-..........:................ , . �...: .......... :: ...! ......... . �, , { 9. ENCROACHMENT' I ......... .. ........... j � E -- T. POS _� s �....... _....... LLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES ,, .x ......::. ..:.:..:.:,.:.<.. � .: ..::..:...:..:: ...........{..- ._:. ..........:.....,...........- TURES 774A T DO ,: ,. � - <:>s.;....' :::::.::::..'::�::.:::�: .... ...�........ a .............. :....... 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 174E VIRGINIA MANUAL FOR UNIFORM � ..� «..: :.«....:..:.:....:,.:..::,,::: ::':';;:::;': , <, .. ' .. , ............ _ ....... ...:....-.:.:..:-.:..:.-:.-,..>.: � ...:..:... ; .,., ...-_.i �. _�--� ( ,r. I , I t ,.... :, � ., . .... .. :,.,.::. ,«. .:-....... ,:.: _. ......._ .......... ...:.....: ::::=ria:'.? e�.L?;:_;}y{{U--"- bet NOT ENHANCE A ROAD TRAFFIC CONTROL DEVICES. WAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED --'-- WI THIN THE R!G ♦ m ____ __ ___ ______ �- -_ __ - H T OF WAY. 0 ,� 8. UNLESS N P SHALL BE REINFORCED CONCRETE NL Y TH .� _ ...� -- -- - --- -- : �::;`>:I' a - -I 6..,.A T:..:.: ,...:.. ---I ;... ,� ,.... , _..::::<:-.;:°;�::`;�:<>:;'.:, er_._1 _b4. !.._�+• _ L OTHERWISE NOTED, ALL CONCRETE PIPE S L OSE STRUCTURES SPECIFJCALL Y AUTHORIZED BY , ` �rin\ _---_ - _ .:.,, N-, -, � , n , , ; � _ b , r _ ;. '->., PIPE -CLASS III. PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED W7774lN_ . _.. _ ._ _....n I �' '' -�m I �R b �!'� �' �'� ' " --:T. - . 9. ALL EXCAVATION FOR UNDERGROUND PIPE lNSTALLA 17074 MUST COMPLY WITH OSHA THE STREETS RIGHT OF WAY '� /� q; ! ! I - - - rScr ;� `:.: `:N `.: `:;. , - In ^ t i7 I, # i , . LmaP IATS'8 AmaA LOf�bo LOT ah M1ai. :: at I J f �' Lmae. Lma'A rd l" N `.::;i:<r "'^'::ditii":,:.. ^; 0 in \ STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). - t� w � I .,� �: I I I I ,� Z J I I I eta` .g t,' - 9 0 Q � xt • mv4 t! y :::a..:a:,.::,, 59�::.:.:::::z:: iii fr GENERAL CONSTRUCTION NOTES FOR STREETS �- ` ,::....'¢ .: !� GENERAL ER �c SEWER - r) w .:. _ 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS �t - AND SPECIFICA TIONS CONDITIONS ,j OTyb �. Loran :.';..•:=sy,'"".._.LL-_ ._ ', . t, .,t:^'.:>v?::8"":. Pi:iY':7Y:::i::y-.:_>gi?4r-,.i': [ 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR '• B LNVE R P S 1 ! � / �j;�j L°c ifi5 •,� _ _ i 1J-a�j1;a+ _ _ _ �y 1K +�,},K�yy: .c:`N -- WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY �� ',% ! °Tam -; �° - - Lm» r l \, `ih• Lma„ 1 , LOr.66-` ,�.,yv •d vm:: k.-----�a<.sr.se- - _ .r ..: ' :....:: :.:.::: TO A BOUNDARY LINE OR A NA TURAL WA TERCOURSE. INSPECTORS THE CON IRA C TOR W/LL BE RESPONSIBLE FOR NOT/FY/NG 17-/E PROPER SERVICE � � ,`� � \\ � � �° ° - - '- -Lu /r ' ,% .'J 1` ` ' Lfln4 ,j 1 (est _ Lorvo - - J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END AUTHORITY OFFICIALS AT THE START OF THE WORK. _.__. . \ /` . -`:�°` ' •��' = '.' r t�� -�---�-._ -._�-� .;,:`,., -.• �--..,, TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE ° q - 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT �' :! `�' _ -_ " LOTg REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. \ \ J 1'�� m �;. Wi'ittVE-.ry- COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS THE C ' `` , / '"= '� ' //(=_ = ``\ �* OT 53 �'; O1 - '""- SARA' OUv ONTRACTOR SHALL ON HlS OWN !NlTIATIVE LOCATE ALL UNDERGROUND LINES AND �, "'�`.;, � i •' ••: `° \ : __._-- 'i LmaP 1 1.:r;Yr=cam'; �._- REQUIRED, IT SHALL 8E INSTALLED FOUR 4 FEET OFFSET FROM 774E EDGE OF PAVEMENT TO THE FACE "+U Q , ( STRUCTURES AS NECESSARY. � a :.-�::>a�� �- T` � L OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET. ___ J „.. _ .� -"� - O J. ALL MATERIALS AND CONSTRUCTION `� -- - - � __ .. ._ � __:. - _ - UC770N SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL \. �- , . � _ __- �>f -�-� ,�u. -�'-LL- �- -- _ 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL ' --- ADT ,y ,r+.!.. _ -- OT 96 I WATER AND SEWER CONSTRUCTION- - < ��_ SPECIFICATIONS -�. _ =- - _ - -=- ---. 5 --- _ AS ADOPTED BY THE ALBEMARLE COUNTY �-- ._� � �•,, ..I'�/ _:. _ ..,,.� '� mi=x--- �y -' LOT - \ - T7-"- r - Lm '�5 is ."�•. CONFORM TO VDOT CG-9(A,BOR C . - - '. , - - - � - �. - Lam? ' =`a-- - ) SERVICE AUTHORITY. �-- ��� �.�-.,a�- ' �,-�-� 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL �. _ `, --,:- -_ - F L� _ LOT*, 4. DATUM FOR ALL ELEVA77ONS SHOWN IN NATIONAL GEODETIC SURVEY. J -7 { r CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES )) > �', ""�- 55/ AD 1 ;- , y m� OT e, 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOT MISS UTILITY(1-800-552-7001). i ! i PAGE 2 OF 4 m,6 = - _�1- , o BELVEDERE BLOCK 10 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, As SHOWN 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM % � / LOTaeb -_ -�-_- = -- _ �- _..-'-_ - _� 4�. �� ��• ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED To. THE TOP OF PIPE, OVER 774E CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES �` � °� °,.� `°T" �.,' - ____ --- - - =_ - -� - _ - � v � FUTURE DEVELOPMENT � !o`"d 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD SERVICE LATERALS AND WATER LINES ETC. :� �'�---.-- -- �: - - D LORA FARM FUTURE o % o THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION THEN APPROVAL OF a� / - = _._ '� \/ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES \�" ` `�;/", r" �� L."-a.�." l D VELOPMENT \ _ _``" ` 87 SINGLE FAMILY �j THESE PLANS SHALL BE NULL AND VOID. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE \�'° '� -=_ '� DUNLORAJBDIV Si ; 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM .,�-- " DETACHED DWELLING UNITS TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING VALVE DURING A FUTURE EXTENSION OF THE LINE. �' ;-- { I ORDINANCE AND MANUAL. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER / n ,r; = , ASSUMED 9. 7RAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 7HE 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED COUNTY SERVICE AUTHORITY. TRIP NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESSGENEIRATIONZ 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS TRIP GENERA TION SCALE: 1 " = 15 0' DETERMINED BY VDOT FOR PUBLIC ROADS 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL 2 SM -9.5A PHASE I V- A ONLY '- AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES SURFACE COURSE 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THA T ARE DEEMED W INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC77ON SHALL BE CONDUCTED IN TRIP GENERATION FIGURES BASED ON 17E TRIP GENERATION MANUAL, 87H EDITION ACCORDANCE WITH VOOT'S VIDEO CAMERA INSPECTION PROCEDURE. 8" COMPACTED AGGREGATE C'7 ~ BASE COURSE, VDOT #21A 11 SINGLE FAMILY DETACHED UNITS - l7E LAND USE CODE 210 z N (n ROAD NOTES �/%'\��///���j\�j\�/jam%jam//�j�%�///� ADT 105 VPD (52.5 ENTER/ 52.5 EXIT)Emmmmm AM PEAK: 8 VPH (2 ENTER/ 6 EXIT) / PM PEAK. • 11 VPH (7 ENTER/ 4 EXIT) o GRADING COMPACTED �-- 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICARONS, THE ROAD & BRIDGE SUBGRADE 22 TOWNHOUSE UNITS - ITE LAND USE CODE 230 1 ~ STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS SHALL AD T- 128 VPD (64 ENTER/ 64 EXIT) N H GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT.PARKING LOT PAVING AM PEAK: 10 VPH (2 ENTER/ 8 EXIT) C 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED PM PEA K. 11 VPH (8 ENTER/ 3 EXIT) N C� o FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH NO SCALE -° SUITABLE MA 7FRIAL TO THE SA T7SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE TOTAL TRIPS. 233 VPD (PHASE lV-A ONLY) Lu Q °' ENTIRE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES SURFACE• COURSE > O- AT ROAD INTERSECTIONS SHALL BE REMOVED. 0 z 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER IIIIIIIIIIIIIII IIIIIIIIIIIIIII W - z o PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, 4" BM -25 J Q z INTERMEDIATE COURSE _ �--iCD DRAINAGE 6" COMPACTED AGGREGATE W 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCPSW1IN BASE COURSE, VDOT #21A W E --i aZ 2. STANDARD UNDERDRA! E CD-IOOR CD -2 OR UD -4'S TO BE PROVIDED AS INDICATED - ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. o COMPACTED O m J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTHSUBGRADE (j) LuJ 3 AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN Jcn ACCORDANCE WITH THE VJRGJNJA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS < H ° OTHERWISE NOTED ON PLANS. ASPHALT PAVING - ROADS = Q 00 0 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE OF R_-2vp CURB ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL NO SCALE WATER COURSE. j i, pp • - 1 TO. R, IF CAST IN PLACE, 18" CIL .:.. .. SURFA 4,0100 PSI IF 4' CONCRETE 9DEWALK CC -6 PLANTING CURB & GUTTER STRIP PRECA9 POINT OF FINISHED GRADE -6 CURB & GUTTER PLAN77NG STRIP 4' CONCRETE SIDEWALK R ::A • �7 ••• 06 •• MWACE �� I 68 O 7 STONEBASE 3;1 LIND EXIST. GROUND ?= 29 2% EXIST. �- - 4' MOT 21A 6 OOT z'•: S• BASE EXIST. GROUND STONE BASE 51tN£ SUBBASE agAg�T 4' MOT 21A 7' S7rXJE BASE 5 2'S PARALLEL PARKING BIKE LAN 1 D AISLE) DR84SE 10' &KE+LAN . PARALLEL PARKING 2,5 IVE AISLE) 5 GROUND(DRIVE I 1, 71- RA TYPICAL B.FLVPDF" BOULEVARD-P,4jU7AG TUFO SIDES - STREAT' SArTION (7f' R/r) �lCJM1r SPBaL!• .t5 J(PB R CIL R �7 CONCRETE SMEWALK CG -6 PL4N7WG CURB & GUTTER STRIP ' POINT OF FINISHED GRADE -6 CURB &GUTTER PLANT7NC STRIP 4- CONCRETE SIDEWALK I- SURFACE 3: ' EXIST. GROUND 2: 29 2X EXIST. OLD • _\ BASE EXIST. GROUND 4' MOT 21A S70N£ BASE WT A . SUBBASE SA T 4' MOT 21A 5 SI TCA 2'S 1 4• STONE gASE STONE BASE EXTSr. GROUND L L A KING BIKE L N (DRIVE AIS,'Y.E) DRIVE AISLE) I 2'S 5 4' RA TYPICAL BEL VffD RE BOULEYARLa-PARIYM ONE' SIDE' - .STREET SEL^TION X64' Rllr� z?"lcjV SPlAli• RS APB R�CI �7 CG -6R 4' CONCREPLAN77NG CURB & GUTTER TE SIDEWALK STRIP L POINT Or FINISHED GRADE cc -6 CURB &GUTTER PLANTING STRIP 4' CONCRETE SDEWALK f SURFACE �2� I 3•' EXIST GROUND 2X 29 2X ENST. GR ND x1, ----------- t•`.: -A BASE EXIST. GROUND 4' MOT 21A S70 NE BASE SUBBASE r 4' MOT 21A g 570VNE BASE S 14 14' EXIST. GROUND ` (DRIVE AISLE) DRIVE AISLE) 1 1 32' FIC -FIC 5Y RIW TYPICAL STREET - FONZER STREA'T - STREA'T SAVTION X57' RR/JPJ R"'w1Y SFXAIZ. ,85 APB NOTE:• PARTYING' ON OArT SYDL' ONLY Y Y (DRIVE AISLE) G DRIVE AISLE) I R/lY R/W CG -6 POINT OF CG -6 _ CURB & GUTTER RNISHED GRADE CURB & GUTTER StAFACE I-2� EXIST. GROUND 2X 2% 1 sT BASE IE=T. GROUND 5ME SUBBASE z 2.5 D 14' £/P-E/P 20' R/W TYPICAL ALLEY - NO P14R1UAW! - STREAT SArTION (20' Rl-r) PXSYVN SPZX,& 85 APB EXIST. GRDUNO EXIST. GROUND •' OF R_-2vp CURB CONCRETE j i, pp • - 1 TO. IF CAST IN PLACE, 18" .:.. .. SURFA 4,0100 PSI IF PRECA9 •f s_ ::A • 4 Min� ••• 06 •• • • �.• • VDOT #57, 68 O 7 STONEBASE UNDER CURB. ' IR' STANDARD NO SC4LE W 0 3 CL (VARIABLE WIDTH) z N L x o 4" CONC. J o `\W o 4" 21-A STONE BASE L Q W Z CONCRETE SIDEWALK oC z •° NO SCALE ® > z L J N W O -1 c � C> U W Q TOP ° � o OF 4" 2» R 0_ o CURB QR Q Lu ' `.• e V N W 6 c U O N 71) Lu V3a LLJ ° ;14 _ . - - • Li J O 11 a. d E Lu 4w m E MIN - = o O 1' 6» 2' '.5; JOB NO. Q) DOT #57,#68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB 152121 N QT CURB & GUTTER &CHECKED BY VDOT o PRIOR TO PAVING AND/OR sca�E NO SCALE k ' BACKFILLING. AS NOTED ° SHEET NO. CL m Om a> 4 H 3