Loading...
HomeMy WebLinkAboutSUB201800159 Plat - Submittal (First) Preliminary Plat 2018-09-04ENGINEER: COLLINS ENGINEERING VVI III J I f`\1 � 1 '- i`'1 L V L I' 1 /"1 I� L L U L U I'm I 1 V 1 I -\L711 V 1 T1 �_ , z �� ����� z inn / Al7R1 TT CT ClltT� [! I �'I t, 4 ("j, i{.. IE I NAL 0 LU I ONE (1) SWING (FOUR SEATS) ONE (1) SLIDE WITH TWO (2) CLIMBERS' % 47 ONE (1) BUCKABOUT OR WHIRL TWO (2) BENCHES ', LOT \\ . - LOT\48 OPEN SPA CE.- RECREATION AREA OPEN SPACE (OPEN SPACE A): 106,577 SF (2.45 A C) ADDITIONAL OPEN SPACE. AREA 8: 10,083 SF (0.23 AC) 8c AREA C. 29,432 SF (0.68 AC)., -- LOT 49 NOTE: IN ACCORDANCE WITH THE 201$ 50 i ,. _ ^ INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D TOTAL OPEN SPACE: 148, 795 SF (3.42 AC) — 36.94% OPEN SPACE (MJN. REQUIRED =25%) 1 ; r FOR FIRE APPARATUS ACCESS ROADS, A -' ~� — IMPERVIOUS AREAS: ROADS: 1.85 AC (PA �'ED CIRCULATION PARKING AREA = 21,135 SF) ', � ._„ �, - - - '` DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SIDEWALKS. 0.50 AC SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE BUILDINGS/DRIVEWAYS. 1.55 AC A A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL �° CONNECT WITH FUTURE DEVELOPMENTS AND IS TOTAL: 3.90 AC (42.13% IMPERVIOUS AREA) -�'ivp " Sheet List Table Sheet Number Sheet Title 1 OVERALL LAYOUT PLAN 2 EXISTING CONDITIONS 3 SITE PLAN 4 UTILITIES, GRADING &DRAINAGE PLAN 5 TYPICAL SECTIONS, NOTES, & DETAILS W W C� Z W W z J J O O O C N O U U N y-' N Q O N O t O O U N C O U U a O O O C O U O D N E O v U L N Ql O O Uj Uj LU L N U O Q i Q T O O y -o O N O O a L O Q O N I O U U 7 Lij Uj O Q N N O O O a c� LU 11� z W W z 0 z W cn — z 0 v Q Uj CL 0 L Q U X N Q1 s N O vi v E U W I— O r'n LU O Uj N t� Q � a V JOB NO, 112066 a SCALE a lit =50' a Q SHEET NO. vi a _. W W C� Z W W z J J O O O C N O U U N y-' N Q O N O t O O U N C O U U a O O O C O U O D N E O v U L N Ql O O Uj Uj LU L N U O Q i Q T O O y -o O N O O a L O Q O N I O U U 7 Lij Uj O Q N N O O O a c� LU 11� z W W z 0 z W cn — z 0 v Q Uj CL 0 L Q U X N Q1 s N O vi v E U W I— O r'n LU O Uj N t� Q � a V JOB NO, 112066 a SCALE a lit =50' a Q SHEET NO. vi a 30 R W (UNIMPROVED) - TI, i t:) f J t �_. 1 1) D It i �.J1�t 1 j/p f 0%>1 � A, _J G t { j . i,L. f1 i) f l(, Fac A._ };) 0' �\ IS @ 20 1 IF (a) 1-92' SF .11 - -- - �s LLJ I - - -- IF BENT S42°56'34"E 240.83'(T) IF S -- 1 r hz - - w F ,>= BENT S4T551 YE424'48'(T) - - NAL AOL-- ---- - 188.62' 52.20' 214.80'210.08'- - -- I - - - - - - c� i. -a IF 0.23'W' - (, - s , !.I I -- --- , 1 I ti�� TMP, 56A 1-1-28 i ;:; � TMP 56A 1- 9 -36B s25°34'04 "w � (PARCEL TWO) J 01. (PARCEL TWO) 50.00 ( ----- TMP 56A1 -1-36I 0.539 AC. PARCEL TWO)�0.394 AC. `, \ - IF /// 0.589 AC.j IT 50�-- TMP 56A 1-1-28A n }� p� / y lz 2 (PARCEL TWO) 1gg g �5$ IF ®0.26'W r 0 566 'AC N, , a ,t a (9 a h '/' 6�Cp- �o h ' TMP 56A 1-1-36A IF , IF BENT (PARCEL TWO' d 0 .,. �� �T >>s ��', 0.434 AC. .f Zao F \ \ _ - PF B - 2 >- i ,_, �6W b o 63Q c/1 �1 r; , 1 ui .-. r is I i i- . -- v 1 JL d) �. d a 1 p TMP 56A 1 1 29 t, r ! /� ;t (PARCEL ONE) o _ , .'.i r J.,' .O �`, IF + ` \ .."-•"^`. -"- \ �\ 1.146 AC. 1 - S T -- IF BENT@ 41 \ L- 0.41 SW co ) ` ' T'a ENT �O'S�i - -29A IF r i 1 TMP 56A 1 1 9 ,�/ ---- F t, ; 8 sus,,-fa,_I_ _ (PARCEL TWO) > . / f , f , 7 1 f - o F 4` SAY N3 121o'w 0.604 AC. << iz ; A 2 rNi 1 a ._ \ 40' R L N ROAD � $ `` IF t/� �1; ,t /W fUNIMP \ OR t, �'tf:7--'h'. \ IF @ 1.18 NE RovE�J S34-27'31, F ? to ':3 's 1 _ s r. 0 E 16 223.67'(T `% DJJ 15'6 '�� f3 � j-� /i 8.80' %rJ `" „ i, ,� /. IF IF G, r / 154.8 7' R3 I)40 1> , S1 \ , N213 hr 1 ,- 306 W IF \ / \ /' / X 1138 j' 200 00 \ \ \ `V Curve Length Radius Delta Tangent Chord Chord Bearing, C1 z z 132'57'18" 49.99' 39.90' N 88'01'44" W 83.50' L6 N 38'38'26" W 43.13' r t j r r 13.94 NE 29.44' J JIt >•r TMP 1 r7 1 ; 42.98' $, m J -j IF (a) 1-92' SF .11 - -- - �s LLJ I - - -- IF BENT S42°56'34"E 240.83'(T) IF S -- 1 r hz - - w F ,>= BENT S4T551 YE424'48'(T) - - NAL AOL-- ---- - 188.62' 52.20' 214.80'210.08'- - -- I - - - - - - c� i. -a IF 0.23'W' - (, - s , !.I I -- --- , 1 I ti�� TMP, 56A 1-1-28 i ;:; � TMP 56A 1- 9 -36B s25°34'04 "w � (PARCEL TWO) J 01. (PARCEL TWO) 50.00 ( ----- TMP 56A1 -1-36I 0.539 AC. PARCEL TWO)�0.394 AC. `, \ - IF /// 0.589 AC.j IT 50�-- TMP 56A 1-1-28A n }� p� / y lz 2 (PARCEL TWO) 1gg g �5$ IF ®0.26'W r 0 566 'AC N, , a ,t a (9 a h '/' 6�Cp- �o h ' TMP 56A 1-1-36A IF , IF BENT (PARCEL TWO' d 0 .,. �� �T >>s ��', 0.434 AC. .f Zao F \ \ _ - PF B - 2 >- i ,_, �6W b o 63Q c/1 �1 r; , 1 ui .-. r is I i i- . -- v 1 JL d) �. d a 1 p TMP 56A 1 1 29 t, r ! /� ;t (PARCEL ONE) o _ , .'.i r J.,' .O �`, IF + ` \ .."-•"^`. -"- \ �\ 1.146 AC. 1 - S T -- IF BENT@ 41 \ L- 0.41 SW co ) ` ' T'a ENT �O'S�i - -29A IF r i 1 TMP 56A 1 1 9 ,�/ ---- F t, ; 8 sus,,-fa,_I_ _ (PARCEL TWO) > . / f , f , 7 1 f - o F 4` SAY N3 121o'w 0.604 AC. << iz ; A 2 rNi 1 a ._ \ 40' R L N ROAD � $ `` IF t/� �1; ,t /W fUNIMP \ OR t, �'tf:7--'h'. \ IF @ 1.18 NE RovE�J S34-27'31, F ? to ':3 's 1 _ s r. 0 E 16 223.67'(T `% DJJ 15'6 '�� f3 � j-� /i 8.80' %rJ `" „ i, ,� /. IF IF G, r / 154.8 7' R3 I)40 1> , S1 \ , N213 hr 1 ,- 306 W IF \ / \ /' / X 1138 j' 200 00 \ \ \ `V S21°3 BM #1 4S" IF �' TOP OF M 726.02 �, n r t i, P \ / <� . _-.. _... /'!' x i t 7 f-�; 1 �. H it /., 30012 \ / r:1 t itL J T , VV \ �l - a -ZOiV',,N":J S a \ -PF -B€NT 8.56/ l sjj" z ? ;, - E � S / r ` �t ;, ,t j MENEM 00 IF @-17.43 ' g `f 7-t / 3 ' n- \ \ S25 23 2 W r, IF BEi1TC�/16.00' i 3 1,J , v . `�J (� ' i` 31 , J ._. v , F i 23 d T -49.11' =F /` J - y , j li 1_ /5f�rtf;J \ <. Y, _ i JJ' A!J(-.39 O -i. J -!J - `' ,f, 85 j G"✓,. d:�v .tau - y f IF � 2. PE' A� 1 3-r ),Q �' fj i )E / - L. it t- _ -1-268 cad P J ONE) �1 l- \ ; .s L h /_ 1 / LLf co J 25 ( 5 TMP 56A1-1-30 \_ (PARCEL TWO) _ sLLJ 2.258 AC. L9 i TMP 56A1 -1-30A - / (PARCEL TWO) f / �0 2.638 AC. cb . ` 'VV �1J V BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing, C1 z z 132'57'18" 49.99' 39.90' N 88'01'44" W 83.50' L6 N 38'38'26" W 43.13' a 13.94 NE 29.44' L8 TMP 1 L9 . N 12'51'17" W 42.98' U w a m J -j 89.73' 4 N 01'33'29" W 56A1-1-31 r� N 1811'25" W N Z 0 F- F _. L14 N 29'46'06" W 109:96'-._. 0.696 AC: N 29'46'06" W 34.25' 1-16 N 41'32'01" W m, L17 N 13'20'55", W 49.07' L18 N 25'55'03" W 73.17' UjLcC �. 0.041 AC. t ce AREA ' Y' Uj a 00 a , 0.159 AC.f - S21°3 BM #1 4S" IF �' TOP OF M 726.02 �, n r t i, P \ / <� . _-.. _... /'!' x i t 7 f-�; 1 �. H it /., 30012 \ / r:1 t itL J T , VV \ �l - a -ZOiV',,N":J S a \ -PF -B€NT 8.56/ l sjj" z ? ;, - E � S / r ` �t ;, ,t j MENEM 00 IF @-17.43 ' g `f 7-t / 3 ' n- \ \ S25 23 2 W r, IF BEi1TC�/16.00' i 3 1,J , v . `�J (� ' i` 31 , J ._. v , F i 23 d T -49.11' =F /` J - y , j li 1_ /5f�rtf;J \ <. Y, _ i JJ' A!J(-.39 O -i. J -!J - `' ,f, 85 j G"✓,. d:�v .tau - y f IF � 2. PE' A� 1 3-r ),Q �' fj i )E / - L. it t- _ -1-268 cad P J ONE) �1 l- \ ; .s L h /_ 1 / LLf co J 25 ( 5 TMP 56A1-1-30 \_ (PARCEL TWO) _ sLLJ 2.258 AC. L9 i TMP 56A1 -1-30A - / (PARCEL TWO) f / �0 2.638 AC. cb . ` 'VV �1J V BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing, C1 50.49' 21.76' 132'57'18" 49.99' 39.90' N 88'01'44" W BOUNDARY LINE TABLE Line Direction .......... Length L2 �� 70.65' L3 co 43.96' L4 N 46'37'58" W 100' WPO STREAM BUFFER L5 j 1 83.50' L6 N 38'38'26" W 43.13' f1' flip `: 1` 13.94 NE 29.44' L8 TMP 1 L9 . N 12'51'17" W 42.98' L10 }� ( 89.73' 4 N 01'33'29" W 56A1-1-31 r� N 1811'25" W 1,< a i -(PARCEL TWO) _. L14 N 29'46'06" W 109:96'-._. 0.696 AC: N 29'46'06" W 34.25' 1-16 N 41'32'01" W m, L17 N 13'20'55", W 49.07' L18 N 25'55'03" W 73.17' AREA ' Z' �. 0.041 AC. t AREA ' Y' a , 0.159 AC.f - / i IF @ -14.74' IF @ -15.57'--i BOUNDARY LINE TABLE Line Direction .......... Length L2 N 30'03'53" W 70.65' L3 N 24'20'24" W 43.96' L4 N 46'37'58" W 15.38' L5 N 51'23'59" W 83.50' L6 N 38'38'26" W 43.13' 1-7- N 21'02'07" W 29.44' L8 N 21'02'07" W 13.81' L9 . N 12'51'17" W 42.98' L10 N 38'37'41 E 89.73' 1-11. N 01'33'29" W 38.52' L12 N 1811'25" W 9.99' L13. - N 18'11'25" W 51.21' L14 N 29'46'06" W 109:96'-._. L15 N 29'46'06" W 34.25' 1-16 N 41'32'01" W 36.47' L17 N 13'20'55", W 49.07' L18 N 25'55'03" W 73.17' s I GRAPHIC SCALE ! i 0 25 --50_ Zao 200 ( IN FEET ) 1 inch = 50 ft. z W Cn z O v 0 Q) ° U U) U) v Q x T ° J a O U i c O U 0 6 6 c O U i c ° ° ° -0 E 0 U C N > O T O Q a T C �+� O 0 v N Q C O ° LUU O O LLJ LLj 0 0 LUz Li Li Li z Z w z J 0 0 a Q 0 Q Uj ID U X ID � U O LU �-- T3 r'nw U LU Q) � z a. cn U JOB NO. ° 112065 SCALE 6 "®50' Q SHEET NO, 2Q) FINALC� THE TE PLAN _ 2 PROPOSED ROADWAY 4 _ PROPOSED' EXTENSION AND CG 12 (TYP.) TO TMP it , CONNECTIOPROPOSED 6' CPE N: SPACE R E ,\ + FRONT SETBACK 6A -1-26A PLANTING STRIP /' % 1'' ;" f 5 <p 5 \ \ AREA a 1 2. AGRES f 45 C : G r --, _ LOT. '\ Ria. —t. / 1- PROPOSED- CLUBHOUSE, o• ' ,../ LOT1 Z " TOT LOT AREA/. AND p ,_f�f, + _ I_; l �1.:.-„�z /r1_a.., _ ., , •:;, <: w . Q :i AC: .. � LOT'\ • {,. \ fl TIVE RECREATION F E D LO ` o I % z , , I , I i _ I _ 4 ” - f 'J vz r }' \ / , i �- lY3 Cn s + u _ t r 5 3 E Jt 1 a 7 5 t, G, a i" , r J , i IDEWALK /i d y A ' i � _. • ' LOT _ a g _ :6 _ .: � \,: / 1 V 1 L •_: - , �.. ," / 1 ;i t u / - SM � 'S LOT. ,� +, \ \ PROPOSED6 /: / \ , cP 4- R G, 0 \ f 7 c \ \ C. PLANTING STRIPLOT \ / :E r; 0 EXISTING BARN TO BE r 9 LOT RENOVATED FOR USE BY s o U P \ , R O s0 \ \ \ o \ THE NEIGHBORHOOD o \\ ; EXISTING HOUSE TO _ / cP a � / LOT ,C , ?. i f +' CONVERTED TOA �r- BE ONVERT 10 �' i- .. r -f - T:.i_l , CLUBHOUSE \, LOT _ _ ✓, r 1'; _ \:. •, _ PROPOSED S SIDEWALK i 30 �00 f ; i \ „- + Vii-; zJfit LOT _ - i } t , i t 1 LOT , '\ , \ ; / G T F ` .. , sIGHT Dss . Nc m — —\ - 1 l i 1 }_ + - \ STOP SIGN (TYP,), f Il tJ - 2 i " 00 /67 /:- ,'_i ) 1 ' trf 1'L - a"LL :' >'...._ .-. .' -. N �. _ _,- /•,r .,�C,Y^ �' ., `. '' /'�-.. CO .. - I t.F fps _4 ., i �.J r_tE = LfI b..'IJ /J fl `V PROPOSED STREET TREES TYP..- s..0 ` - "PROPOSED r 1 / _ _• D w" C J I CG 12 TYP. !j. r L,nr'+[� ; :.r. R?�),. r"`. t l✓L`�'.� ,1 �''-.�7 r :0 4 , PROPOSED S' SIDEWALK, Y t LO PROPOSED PHASE LINE PROPOSED' rv01 `, .- 34,: ; i Jnr; (TYPICAL) CG -12 (TYP.) \ - r , T_ a 1 , /. LO STOP SIGN (TYP.) f -' 3 L X17 v: - . - 1 R ,>,,�., ,, r ; t ``'` f .7 PROPOSED CG -6 (TYP,) , $ 6 ; r ga , r je \ '"- LO t RESIDUE PARCEL TMP 56A1-1-26 - - / r, a� \\+ - - � _ . - -_ _ \ +�p,r`,`, r,' ''l "Y,\ y� \ f t lri { r�t' Y. NEW ACREAGE =7 ACRES PRIVATE ALLEY 4 9 \ 7 .1 LOT LINES TO BE EXTENDED TO NEW PROPOSED �7 R/W w 14 4 , N_ a�'; Iv t I1 r ;,1r,i1 t i _— - , > a -Eip gib, _ a RIGHT OF WAY FOR ROAD FRONTAGE' - 9 EI LO �� > PHASE II PROPOSED _ AND ACCESS n �`- 4 - r t 7` .... 36 , �. �.„ � � r i � LOT ,..a ', .`, F1�,F1 ,�-`, - '`, � �,, >`�ir' �1 �"'•� LOT AREA TABULATION LOT NUMBER LOT AREA (SF) 1 2701 I FINALC� THE TE PLAN _ 2 PROPOSED ROADWAY 4 _ PROPOSED' EXTENSION AND CG 12 (TYP.) TO TMP it , CONNECTIOPROPOSED 6' CPE N: SPACE R E ,\ + FRONT SETBACK 6A -1-26A PLANTING STRIP /' % 1'' ;" f 5 <p 5 \ \ AREA a 1 2. AGRES f 45 C : G r --, _ LOT. '\ Ria. —t. / 1- PROPOSED- CLUBHOUSE, o• ' ,../ LOT1 Z " TOT LOT AREA/. AND p ,_f�f, + _ I_; l �1.:.-„�z /r1_a.., _ ., , •:;, <: w . Q :i AC: .. � LOT'\ • {,. \ fl TIVE RECREATION F E D LO ` o I % z , , I , I i _ I _ 4 ” - f 'J vz r }' \ / , i �- lY3 Cn s + u _ t r 5 3 E Jt 1 a 7 5 t, G, a i" , r J , i IDEWALK /i d y A ' i � _. • ' LOT _ a g _ :6 _ .: � \,: / 1 V 1 L •_: - , �.. ," / 1 ;i t u / - SM � 'S LOT. ,� +, \ \ PROPOSED6 /: / \ , cP 4- R G, 0 \ f 7 c \ \ C. PLANTING STRIPLOT \ / :E r; 0 EXISTING BARN TO BE r 9 LOT RENOVATED FOR USE BY s o U P \ , R O s0 \ \ \ o \ THE NEIGHBORHOOD o \\ ; EXISTING HOUSE TO _ / cP a � / LOT ,C , ?. i f +' CONVERTED TOA �r- BE ONVERT 10 �' i- .. r -f - T:.i_l , CLUBHOUSE \, LOT _ _ ✓, r 1'; _ \:. •, _ PROPOSED S SIDEWALK i 30 �00 f ; i \ „- + Vii-; zJfit LOT _ - i } t , i t 1 LOT , '\ , \ ; / G T F ` .. , sIGHT Dss . Nc m — —\ - 1 l i 1 }_ + - \ STOP SIGN (TYP,), f Il tJ - 2 i " 00 /67 /:- ,'_i ) 1 ' trf 1'L - a"LL :' >'...._ .-. .' -. N �. _ _,- /•,r .,�C,Y^ �' ., `. '' /'�-.. CO .. - I t.F fps _4 ., i �.J r_tE = LfI b..'IJ /J fl `V PROPOSED STREET TREES TYP..- s..0 ` - "PROPOSED r 1 / _ _• D w" C J I CG 12 TYP. !j. r L,nr'+[� ; :.r. R?�),. r"`. t l✓L`�'.� ,1 �''-.�7 r :0 4 , PROPOSED S' SIDEWALK, Y t LO PROPOSED PHASE LINE PROPOSED' rv01 `, .- 34,: ; i Jnr; (TYPICAL) CG -12 (TYP.) \ - r , T_ a 1 , /. LO STOP SIGN (TYP.) f -' 3 L X17 v: - . - 1 R ,>,,�., ,, r ; t ``'` f .7 PROPOSED CG -6 (TYP,) , $ 6 ; r ga , r je \ '"- LO t RESIDUE PARCEL TMP 56A1-1-26 - - / r, a� \\+ - - � _ . - -_ _ \ +�p,r`,`, r,' ''l "Y,\ y� \ f t lri { r�t' Y. NEW ACREAGE =7 ACRES PRIVATE ALLEY 4 9 \ 7 .1 LOT LINES TO BE EXTENDED TO NEW PROPOSED �7 R/W w 14 4 , N_ a�'; Iv t I1 r ;,1r,i1 t i _— - , > a -Eip gib, _ a RIGHT OF WAY FOR ROAD FRONTAGE' - 9 EI LO �� > PHASE II PROPOSED _ AND ACCESS n �`- 4 - r t 7` .... 36 , �. �.„ � � r i � LOT ,..a ', .`, F1�,F1 ,�-`, - '`, � �,, >`�ir' �1 �"'•� LOT AREA TABULATION LOT NUMBER LOT AREA (SF) 1 2701 2 1840 3 1880 4 1891 5 2873 6 2793 7 1767 8 1696 9 2277 10 2200 11 1540 12 1540 13 2848 14 2880 15 2063 16 2065 17 2898 18 2989 19 2015 20 1970 21 2788 22 3238 23 1913 24 1917 25 1959 26 3089 27 2415 28 1782 29 1782 30 2349 31 2755 32 1809 33 2337 34 2327 35 1782 36 1785 37 1818 38 2968 39 2998 40 1888 41 1884 42 2552 43 4106 44 3350 45 3300 46 4912 47 5433 48 3467 49 3490 50 5522 AL AREAS: 128441 ROADWAY EXTENSION 1. 1 ; ti, 1_ ; \ 11 ; `, t , _ - J _ AND CONNECTION TO N ~ + - <LL• \ + DE SET _ �', 1, ;If = 9 TMP 56A-1-26 LOT N 5' S _ -- K - c , l { i 22 % • , LOTS f\ _ I 1 N - -- \ _ r 6 'L UU II : rP L �b .'.�ft -PHASE � . =� ; . I , � ,,� w LOT ' -; , .. m ` T Lu : LOT,-- , �. zrvi- 17 SPACE l OPEN S C 40'--- N D �L86' ' o-LOTPROPOSED5SIDEWALK -A Epp8gr 24 •^`, C r Ir ;,ql 1 - v t IV 0.z ACRES �, , \, t :t tz1� . r, 31 ;'LOT LOT/---,,+ - Q,6S 2 + i 1}1 8 PROPOSED PHASE LINE y2, (TYPICAL) __ LOT ,LOT / �,, , � _ ,J ,_, � .OPEN SPACE " / LOT. _ „ J L�, +; N \ : �✓ + cb , 2 / z6 ,?9 �f % Zf AREA - �33r �(5 ? ' ' a 91 o, ACRE , 74 7, ;r� f xsr, _ �rli 11 1 LOT, _-,i, y D`r.� i- / _ � <.;' �' FRONT SETBACK , .. O LOT _ /i r_` :i.> -E'er ,' Q ti t FRONT SETBACK ` ` /. � �, ..... / : - = __ 5 / y 1 2 /\ / y tz \LOT L n - „ j �• PROPOSED; Q , \ CG-12(TYP.)/ . 1 LOT?o ; - / , 1 9 28 PROPOSED PRIMITIVE 1% /t; r tai ' > LOT\ LOT \ i / ,"� TRAILWAY (TYP.),: ��, / LOT 2 _,fG ? r J- it)`i \ > ;- . , u�LOT PHASE II PROPOSED R , • \ - '! T); t�. , LOT `l � 10 � � , j \.r, ROADWAY EXTENSION - ., )' LOT a r'�,q r- , AND CONNECTION TO 3330 a "y _ TMP 56A1-2644 STOP SIGN TYP. , _ \ r`P , \ / + ' LOT rK " /, eo � 0 l SCOTT R. COLLINS Z, U No. 35791 ,�hl :�SSI�NAL E��Z r il il 7 7 iJ n 0 V) 0 ID 3 Q X N 0 0 0 U c O U O a c 0 4 C 0 U V) 7 0 U 0 u 0 U U U 0 s 0 0_ Q U O 0 E O 0 0 Q 0 0 0 U O Q 0 0 0 a 0 0 w w Z_ ( z w U) z 0 C) 0 0 0- 0 0- 0) U x 0 0 6 V) 0) L) 0 -0 0 I 0 U 0 0 0 0 I� 0 Q V) 0 I— z UJ U < 0 U Lu � _j J 0 O H Q Imo-' z uj Lu ce W m ri r il il 7 7 iJ n 0 V) 0 ID 3 Q X N 0 0 0 U c O U O a c 0 4 C 0 U V) 7 0 U 0 u 0 U U U 0 s 0 0_ Q U O 0 E O 0 0 Q 0 0 0 U O Q 0 0 0 a 0 0 w w Z_ ( z w U) z 0 C) 0 0 0- 0 0- 0) U x 0 0 6 V) 0) L) 0 -0 0 I 0 U 0 0 0 0 I� 0 Q V) 0 I— jF, 1 1 PROPOSED CLUBHOUSE \ \ "\ PROPOSED 8 r r /, is �� ::/ ,:` �: :: _ \ r r, is rf r . ., /-F :�..: f _ - _ TOT LOT AREA AN6 _ - �'= SANITARY SEWER r ,F LOT CREATIO FIELD T LO ,t\ 1 'ts o, ,G4LOq" CnL ;i rr _ k5 . ,' r VrrkFl LOT \ , � ,\ f - r / 1 :, f°C� I E , ' rY' Wit; , cc k LOT P N - SSS Q / �. � 13 '\ , LOT , P. PROP _ OSED FIRE - \ O r `\ F HYDRANTASSEMBLY �J \ ` LOT - - .. 'i+ l' h 1 5A a F t a v w\ 10 / , : LOT \ (1? ! r f -a) - � {`z` LOT `r~t ;, �'( ' i /� i , ! r . ( it �:} � f � L_ . .12 W , \ y { LOT , / r" , ' .y •: -... '- fid' !--__-._.�_.. �,- . .. .- - - - - - f rim . + :,-`, h' ir_f ,f, t; q. F'� ' r I"' Ji YY , F ^ ! f y I - - --- -- - .. _ , �` (�, \ \ J -` PROPOSED 8" DIP WATERLINE i f U ) I F \ v r - ` DBI2i PROPOSED FIRE \ f \ LO t: fY`fir HYDRANT ASSEMBLY / \ Dh_ ;r,U f . - 3 \ - l i 36 l LO^ - PRIVATE ALLEY -- , PROPOSED z7 R/UV __ — 4 \ \.r ifo _ 1, _- 11 J j LO _vr LOTS,.-. \ J,_. > > tl I , - f " ` , LOT - 1 , - + -�: LOT t ' 16 _ \, --LOT- I �. a;, � ; : ,' . ! -,>. _.. r LOT : ; � _ :� � ..: -� 4 n d aa P ate, ( ..; ` , ,_< ,l <_. � Y I.t�l' a 1�ff��(r%r';1 !11? i 3 + r; 17 : LOT' - LSPA E _ t + - �-__ � t J , !' 4 i I " OA��'" �V � o� Tl �� �,_ � SCOTT' R. COLLINS Z, U Na 55"791 � ��o��SS ����� z 10NAL F LLIW z 0 4 91 ALONtjCREEK IN P'EKI ) -I incli = 40 ft. z W cn z 0 0 0 0 U N L Q 0 0 in in 0 U I 0 U O 0 o� 4 O IJ L v) 0 U 0 0 E 0 c 5 > U C N 0 0 0 a Q 0 d� 01, 6 W +J o j/ 00 Q zcN a O l � 3 0 U 0 LuO Q uj uj OJ N O C T O Z W W 9h. Z Z W FU) Z J 0 U O -N N Q O 0 - Lu N U X ti N iS !n N E U O Lu �— i`nuj 0 w � � 6 JOB NO. ° 112066 SCALE o 1„ = 40 , 0 Q SHEET NO. 3 0 ry i.-/ Q 2 2 tJ w c3 cr, _j Q Z O F, L 1� \/i!J iti ce w w ,-i 4 91 ALONtjCREEK IN P'EKI ) -I incli = 40 ft. z W cn z 0 0 0 0 U N L Q 0 0 in in 0 U I 0 U O 0 o� 4 O IJ L v) 0 U 0 0 E 0 c 5 > U C N 0 0 0 a Q 0 d� 01, 6 W +J o j/ 00 Q zcN a O l � 3 0 U 0 LuO Q uj uj OJ N O C T O Z W W 9h. Z Z W FU) Z J 0 U O -N N Q O 0 - Lu N U X ti N iS !n N E U O Lu �— i`nuj 0 w � � 6 JOB NO. ° 112066 SCALE o 1„ = 40 , 0 Q SHEET NO. 3 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY, WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM 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 ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. I3. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE DRA INA GE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE PA YEMEN T.- 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, 1l, OR 1// 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 APPL Y. POINT OF CG -6 FINISHED GRADE CURB &I GUTTER 3' CLEAR R ZONE SURFACE 2% 2q SUBBASE 10" (TRAVEL LANE) ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF J. I OR BETTER ARE TO BE ACHIEVED, 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDA'i ORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. I R/W 5' WIDE CONCRETE SIDEWALK I it 6' PLANTING 4" VDOT STRIP 4„ VDOT 21A 21A STONE BASE STONE BASE 24' FIC -FIC 49' TYPLCI4.L 1VFlGh'ROR.H00D STRE'E'T SD'CT101V (40 ' R/ #r A'AYI.4ND ROAD AND BUWFORD ROAD ALL T-UBZlC RO.4DS) GS-SSAR RESIDENTIAL & JflXffD USE SUBDIVISION STREET DESIGN SPEED.• 95 JfPH ON -STREET BUW-L-OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CIL R/W CG -6 I POINT OF CG -6 4" CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER - - - -- - - - SIDEWALK 3'> I SURFACE EXIST. GROUND 21-. 2% 2% 3;1 6' PLAN77NG � STRIP 4 , / 4" VDOT 29A 4I+'�• STONE BASE 21A BASE SUBBASE VDOT _ 21A EXIST. GROUND ez 5 BASE 0' 0` - 2.5- (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 29 6' PLANTING STRIP 56" R/W .77rPICI4L jvFfr IRORLIOOD S77jmE'77SUCTION (56' ' R/Or) JfcCO,fB ROAD (PUBLIC ROAD) GS-SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESIGN Sp 25 Mfl PARKING ON ONE SIDE ONLY EXIST. GROUND EXIST GROUND RIW 4" CONCRETE SIDEWALK i I 4" VDOT 21A STONE BASE 5 EXIST. GROUND EXIST. GROUND 6" MIN. IIPOINT OF I CURB R/W C & GUTTER IL FINISHED GRADE CG -6 R/W CURB & GUTTER 1/4" 1' 1/4': 1 awe eaa s�o�°°° °aa� °tea esu0000 0 oo 4N21,'FAOr 4' _VDO I 1 2S710'� 70' 7' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/ 27' PRIVATE ROAD R/W TYPLCI4L 14 .Lf'Y SL'CTIO.N - ,27' PRLYI4TL' ROAD (PRIVATE ALLEY) 95 NPtl DESIGN ,SPEED NOT TO SCALE TOP OF -402" R CURB a 6" e d ° a od a a 7» o d o e e a' a - 1' _L.-6„ 2' STANDARD CC -6 CURB Inc CU T TBR NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4 " CONCC '-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE I • COURSESURFACE ntttttttttttttttttttttttttttttittittttttl 111111111111111111111 INTERMEDIATE COURSE �• �•-.,•. .. a, .. �•,•.,•. 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS CSUBGRADE ASPHALT PAVING ROADS OMPACTED NO SCALE CC -12 NOTE1COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SlIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) �w, p'y, CURB WHEN REQUIRCD (CG -2 OR CG -3 N LINEAR FEET)GENERAL NOTES* DETECTABLE WM14NC SURFACE (AREA IN SOUA4E YARDS) 7,. THE DE7ECTABLE. IWA NNG SMALL. BE PROVIDED BY TRUNCATED DOMES. EACH OF ?H£ A'BO'VE ITEMS IS A SEPARATE RAY ITEM AVD SHOULD 2. DETECTABLE WAR'440 5PALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH Cts CU? RAMP. DETECTABLE WARNING SUFA'ES. PRODUCTS- NOT LISTED SHALL MEET -SIDEWALK _,-RAMP 12=4 MAX THE REQUIREMENTS OF THE SPECIAL PROVG]ION FOR CO -12 DETECTABLE 46'1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FCR APPROVAL. �. 3. SLOPING 'SIDES OF CURB RAMP MAY BE POURED MONOLITHICGALLY WITH RAMP 4' FLOOR OR By USING PERMISSIBLE CONSTRUCTION INSTRUCTION >iQNT WITH REQUIRED EARS, 4, IF RAMP, FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 .m THAT AD.3QNNNO FLARED SIDES CAN 6E CAST IN Pt ACE AFTER PLACEMENT 0- - ,1 )LAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE 5, REQUIRED BARS ARE TO BE NO, 5 X 8- PLACED t CENTER TO CENTER ALCNG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH) OF RAMP FLOOR. WNMLW PERPENDICULAR CONCRETE COYER V/f% r t. CURB i CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAARS � ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CUR -RB RAW5 ARE TO BE LOCATED AS SHOWN ON THE PLA14S OR AS DIRECTED By HE E40NEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX, t AXR ACCESSIBLE ROUTE WI7HIN THE BIGHT OF WAY CIF` A HIGHWAY FACILITY CROSSES A CURB REGARMESS OF WHETHER SIDEWALK IS EXISTING, PROPOSERS, OR NONEXISTENT. THEY MUST HE LOCATED WITHIN PEDESTRIAN CROSSWALKS _ TYPEAS SHOWN ON PLANS OR AS DRECTEO BY THE ENGINEER, AND SHOULD NOT HR.0gND TSESLLRTEOLES, FIRE YDANfSRPIINLETC.ACCEE OUPRDva CONTINUOUS PARALLEL UNOUSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONI ECTING ALL ACCESSIELE ELEMENTS OF A FACILITY THAT CAN BE APPROAG'IAED. ENTERED AND USED BY PEDESTMANS. 8, RAMPS MAY He PLACED OR RADIAL OR TANG€NTIA SE.CTF014S PROVIDED THAT THE CuR6 OPEMNG IS PLACED WITHIN THE, LIMITS OF THE CROSSWALK Atm� THAT THE SLOPE AT THE CONNECTION O=" THE CURB OPENING IS iyi!;lAit,_ �y ll - PERPENDICULAR TO THECURB, �.UIN x ,p, B, TYPICAL CONCRETE SXIEWALR IS #" THICK. WHEN THE ENTRANCE RA)dCANNOT ACCiN4NGDATE THE TURNING REQUIREMENTS OF ANTICIPATED) HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC•13, COMMERCIAL ENTRANCE fH£AVY 4' � AT ) , 2- HIGHER THAN TRUCK TRAFFIC? FOR CONCRETE DEPTH. ""'r' EDGE OFPAVEMENTlil WHEN CURD RAMPS ARE L;S£.4 IN CGIM)uNICTION, WITH A SHARED) USE PATH. �y AT XX , SMF AS TOP OF CURB THE W NIWU WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 14. WHEN C"LY ONE CURB RAW IS PROVICED FOR TWO CROSSINGS (DIAGONAL), TYPE C UNTO HELCROSSW AWITHOUTBccr PROVIDED INTO TT©EITRAVELEWRAY WH, THIS EELCHAIR 41 PARALLEL 81 PERPENDICULAR LANDING AREA MAY INCLUDE THE GUTTER PAN. - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIA. SECTION OF .B'" -Z.4" C -C TRUNCATED DOME 12. CURBAT ENTRANCES OR STREET QCHNECIKM THE CETEGTABI.s "--� $y WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE -FIELD Q C) 4 L? D 4 Z -40DRFED AS THE IIB K Q CURB, RECOMMENDED BY THE MAk.IIF'AOTUR£R TO MATCH e _ a Q g 0 0 0 Q a 0 a 4 R &✓ GT 4 0 0 4 4 4 4 4. I Al 7dNC ..i -.A. R 0 0 0 4 0 0 0 0 0 0 f q� y. Q a a C5 Q 0 4 0 4 4 R 4 4 U 0 a 0 4 4 Q 0 4 4 4 0 0 a 4 4aae gls�4aaao csts §91 §5X Z SASE WATER 4 O a D Q 0 £T Q 4 £J Q Q 0 4 0 OFTCCT.AULF` WARNINu __.. AT BACK Of CURS VARtMLE FULL WIDTH OF RAMP FLO SEE NOTE' Ia. PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARMING INSTALLED ON A RADIUS DETAIL DETAIL "'+ I cl r - DETECTABLE '�V�IViN SURFACESPECIFICATION ,REFERENCE ROAD AND 6 -KNE, 5TANDA#RUS SHEET IOF s REVISION DATE (GENERAL NOTES) las 07f?5 VIRGidN'IA DEPARTMENT OF TRANSPORTArfON 502 2173.0u (Oel�YH 07 SCOTT R. COLLINS jw O �+ U No. 35'791 �l SSIDNAL EAG ft� Li LLI z 0 NOTE PROPOSED LANDSCAPING TO I UTILIZE OUTER 3' OF PLANTING STRIP f IW Z O PER 3' CLEAR ZONE REQUIREMENT ICG -6 _ -'-- EXIST. GROUND 5' WIDE CONCRETE 3' CURB & GUTTER SIDEWALK CLEAT R ZONE \ 27. 29 30 - 4" VDOT 21A STONE BASE 6' PLAN77NG STRIP V 4' voor 21A EXIST. GROUND 5 STONE 6 BASE 5 1.0 10` (TRAVEL LANE) POINT OF CG -6 FINISHED GRADE CURB &I GUTTER 3' CLEAR R ZONE SURFACE 2% 2q SUBBASE 10" (TRAVEL LANE) ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF J. I OR BETTER ARE TO BE ACHIEVED, 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDA'i ORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. I R/W 5' WIDE CONCRETE SIDEWALK I it 6' PLANTING 4" VDOT STRIP 4„ VDOT 21A 21A STONE BASE STONE BASE 24' FIC -FIC 49' TYPLCI4.L 1VFlGh'ROR.H00D STRE'E'T SD'CT101V (40 ' R/ #r A'AYI.4ND ROAD AND BUWFORD ROAD ALL T-UBZlC RO.4DS) GS-SSAR RESIDENTIAL & JflXffD USE SUBDIVISION STREET DESIGN SPEED.• 95 JfPH ON -STREET BUW-L-OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CIL R/W CG -6 I POINT OF CG -6 4" CONCRETE CURB & GUTTER I FINISHED GRADE CURB & GUTTER - - - -- - - - SIDEWALK 3'> I SURFACE EXIST. GROUND 21-. 2% 2% 3;1 6' PLAN77NG � STRIP 4 , / 4" VDOT 29A 4I+'�• STONE BASE 21A BASE SUBBASE VDOT _ 21A EXIST. GROUND ez 5 BASE 0' 0` - 2.5- (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 29 6' PLANTING STRIP 56" R/W .77rPICI4L jvFfr IRORLIOOD S77jmE'77SUCTION (56' ' R/Or) JfcCO,fB ROAD (PUBLIC ROAD) GS-SSAR RESIDENTIAL &MIXED USE SUBDIVISION STREET DESIGN Sp 25 Mfl PARKING ON ONE SIDE ONLY EXIST. GROUND EXIST GROUND RIW 4" CONCRETE SIDEWALK i I 4" VDOT 21A STONE BASE 5 EXIST. GROUND EXIST. GROUND 6" MIN. IIPOINT OF I CURB R/W C & GUTTER IL FINISHED GRADE CG -6 R/W CURB & GUTTER 1/4" 1' 1/4': 1 awe eaa s�o�°°° °aa� °tea esu0000 0 oo 4N21,'FAOr 4' _VDO I 1 2S710'� 70' 7' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/ 27' PRIVATE ROAD R/W TYPLCI4L 14 .Lf'Y SL'CTIO.N - ,27' PRLYI4TL' ROAD (PRIVATE ALLEY) 95 NPtl DESIGN ,SPEED NOT TO SCALE TOP OF -402" R CURB a 6" e d ° a od a a 7» o d o e e a' a - 1' _L.-6„ 2' STANDARD CC -6 CURB Inc CU T TBR NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (VARIABLE WIDTH) 4 " CONCC '-- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE I • COURSESURFACE ntttttttttttttttttttttttttttttittittttttl 111111111111111111111 INTERMEDIATE COURSE �• �•-.,•. .. a, .. �•,•.,•. 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS CSUBGRADE ASPHALT PAVING ROADS OMPACTED NO SCALE CC -12 NOTE1COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SlIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) �w, p'y, CURB WHEN REQUIRCD (CG -2 OR CG -3 N LINEAR FEET)GENERAL NOTES* DETECTABLE WM14NC SURFACE (AREA IN SOUA4E YARDS) 7,. THE DE7ECTABLE. IWA NNG SMALL. BE PROVIDED BY TRUNCATED DOMES. EACH OF ?H£ A'BO'VE ITEMS IS A SEPARATE RAY ITEM AVD SHOULD 2. DETECTABLE WAR'440 5PALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH Cts CU? RAMP. DETECTABLE WARNING SUFA'ES. PRODUCTS- NOT LISTED SHALL MEET -SIDEWALK _,-RAMP 12=4 MAX THE REQUIREMENTS OF THE SPECIAL PROVG]ION FOR CO -12 DETECTABLE 46'1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FCR APPROVAL. �. 3. SLOPING 'SIDES OF CURB RAMP MAY BE POURED MONOLITHICGALLY WITH RAMP 4' FLOOR OR By USING PERMISSIBLE CONSTRUCTION INSTRUCTION >iQNT WITH REQUIRED EARS, 4, IF RAMP, FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8 .m THAT AD.3QNNNO FLARED SIDES CAN 6E CAST IN Pt ACE AFTER PLACEMENT 0- - ,1 )LAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE 5, REQUIRED BARS ARE TO BE NO, 5 X 8- PLACED t CENTER TO CENTER ALCNG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH) OF RAMP FLOOR. WNMLW PERPENDICULAR CONCRETE COYER V/f% r t. CURB i CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAARS � ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CUR -RB RAW5 ARE TO BE LOCATED AS SHOWN ON THE PLA14S OR AS DIRECTED By HE E40NEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX, t AXR ACCESSIBLE ROUTE WI7HIN THE BIGHT OF WAY CIF` A HIGHWAY FACILITY CROSSES A CURB REGARMESS OF WHETHER SIDEWALK IS EXISTING, PROPOSERS, OR NONEXISTENT. THEY MUST HE LOCATED WITHIN PEDESTRIAN CROSSWALKS _ TYPEAS SHOWN ON PLANS OR AS DRECTEO BY THE ENGINEER, AND SHOULD NOT HR.0gND TSESLLRTEOLES, FIRE YDANfSRPIINLETC.ACCEE OUPRDva CONTINUOUS PARALLEL UNOUSTRUCTED. STABLE. FIRM AND SLIP RESISTANT PATH CONI ECTING ALL ACCESSIELE ELEMENTS OF A FACILITY THAT CAN BE APPROAG'IAED. ENTERED AND USED BY PEDESTMANS. 8, RAMPS MAY He PLACED OR RADIAL OR TANG€NTIA SE.CTF014S PROVIDED THAT THE CuR6 OPEMNG IS PLACED WITHIN THE, LIMITS OF THE CROSSWALK Atm� THAT THE SLOPE AT THE CONNECTION O=" THE CURB OPENING IS iyi!;lAit,_ �y ll - PERPENDICULAR TO THECURB, �.UIN x ,p, B, TYPICAL CONCRETE SXIEWALR IS #" THICK. WHEN THE ENTRANCE RA)dCANNOT ACCiN4NGDATE THE TURNING REQUIREMENTS OF ANTICIPATED) HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC•13, COMMERCIAL ENTRANCE fH£AVY 4' � AT ) , 2- HIGHER THAN TRUCK TRAFFIC? FOR CONCRETE DEPTH. ""'r' EDGE OFPAVEMENTlil WHEN CURD RAMPS ARE L;S£.4 IN CGIM)uNICTION, WITH A SHARED) USE PATH. �y AT XX , SMF AS TOP OF CURB THE W NIWU WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 14. WHEN C"LY ONE CURB RAW IS PROVICED FOR TWO CROSSINGS (DIAGONAL), TYPE C UNTO HELCROSSW AWITHOUTBccr PROVIDED INTO TT©EITRAVELEWRAY WH, THIS EELCHAIR 41 PARALLEL 81 PERPENDICULAR LANDING AREA MAY INCLUDE THE GUTTER PAN. - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIA. SECTION OF .B'" -Z.4" C -C TRUNCATED DOME 12. CURBAT ENTRANCES OR STREET QCHNECIKM THE CETEGTABI.s "--� $y WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE -FIELD Q C) 4 L? D 4 Z -40DRFED AS THE IIB K Q CURB, RECOMMENDED BY THE MAk.IIF'AOTUR£R TO MATCH e _ a Q g 0 0 0 Q a 0 a 4 R &✓ GT 4 0 0 4 4 4 4 4. I Al 7dNC ..i -.A. R 0 0 0 4 0 0 0 0 0 0 f q� y. Q a a C5 Q 0 4 0 4 4 R 4 4 U 0 a 0 4 4 Q 0 4 4 4 0 0 a 4 4aae gls�4aaao csts §91 §5X Z SASE WATER 4 O a D Q 0 £T Q 4 £J Q Q 0 4 0 OFTCCT.AULF` WARNINu __.. AT BACK Of CURS VARtMLE FULL WIDTH OF RAMP FLO SEE NOTE' Ia. PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARMING INSTALLED ON A RADIUS DETAIL DETAIL "'+ I cl r - DETECTABLE '�V�IViN SURFACESPECIFICATION ,REFERENCE ROAD AND 6 -KNE, 5TANDA#RUS SHEET IOF s REVISION DATE (GENERAL NOTES) las 07f?5 VIRGidN'IA DEPARTMENT OF TRANSPORTArfON 502 2173.0u (Oel�YH 07 SCOTT R. COLLINS jw O �+ U No. 35'791 �l SSIDNAL EAG ft� Li LLI z 0 ul Z z w z 0 v 0 0 U Q Q) 0 0 V) 0 U c 0 U 0 0 U 0 U 0 E U } 0 0 0 0 a CL Q T 0 L 0 0 0 Q o 6 c 0 Lu U) L 0 Q c o U t ° 06 LuU o 0 V) LLJ •.�. Q ��+ 0 Q T 0 Lu 0 0 z Ld w w z_ CD z W z J 0 v o T N Q. O C LuN CL > U X Q) 0 N O C U E 0 n a w 0 Lu a II.. Ll7 0 U JOB NO, co 0 112066 SCALE AS NOTED Q SHEET NO. 0 5 v z Z O ,2 F- U L,nil f, 0 H U) ■� W cl� ce LL! 00 CA ul Z z w z 0 v 0 0 U Q Q) 0 0 V) 0 U c 0 U 0 0 U 0 U 0 E U } 0 0 0 0 a CL Q T 0 L 0 0 0 Q o 6 c 0 Lu U) L 0 Q c o U t ° 06 LuU o 0 V) LLJ •.�. Q ��+ 0 Q T 0 Lu 0 0 z Ld w w z_ CD z W z J 0 v o T N Q. O C LuN CL > U X Q) 0 N O C U E 0 n a w 0 Lu a II.. Ll7 0 U JOB NO, co 0 112066 SCALE AS NOTED Q SHEET NO. 0 5 v