HomeMy WebLinkAboutSDP200500114 Plan - As-built Stormwater Management Plan 2007-02-02STORM STRUCTURE SCHEDULE AS -BUILT
#
TYPE
LENGTH
RIM
ELEV.
INVERT
IN
INVERT
OUT
-
PIPE -
DESCRIPTION
Al2
EX DI-3C
EX
520,28
N/A
512.68
1
78.74 LF OF 24" RCP @ 2.34%
All .
DI-3AA
2.6
518.47 ,
510.84
507.97 .
53.26 LF OF 24" RCP @ 1.73%_
A10
DI-31313
6'
518-50
507,05
506.77
102.08 LF OF 24" RCP @ 2.77%
Ag
DI-31313
4�
513.49
503.94
503.37
71.32 LF OF 24' R P @ 4.39%
A8
DI-3AA
N/A
511.18
500.24
500.02
98,42 LF OF 30" RCP @ 2.76%
A7
DI-3BB
61
50&86
497.30
497.07
98.58 LF OF 36" RCP Q 2.54%
A6 I
DI-31313
$I
504.19 1
494.57
1
494.53
1
1
224.17 LF OF 36" RCP @ 2.89%
A5
DI-31313
10,
497,86
488.o6
488.oi
234.47 LF OF 36" RCP @ 3.02%
A4
DI-46B
1
10,
491.62
480.92
478.62
37.57 LF OF 36" RCP @ 2.74%
A3
MH-1
N/A
489.79
477.59
477.39 1
1
69.12 LF OF 15" RCP @ 1.91%
A2
MH-1
8'
485.57
476.07
472.67 1
96.05 LF OF 36" RCP @ 1.26%
Al
EW-1
N/A
NIA
E1,46
N/A
�
_ '- - -
_ ... . .. ",
,1., ��___�_
, I --
� , jl� � �:_�,i I
kr_ __ "
�_,,��:,
11 -
- 1'�
- - ,�
I '�
11 _-:,,:� � �
_; `
-, �� 11 I— - �
. -
- �,
% I—- -
11
- I- -,-;� , �-
, ,
- �_, 11, ,
� I
I - 1�
- , ...
� I:-
'-: � -
c� I �,� ��: %�� ol �
- " ,
�_ �� _�__ _�
- �.
_% �.j 11�, - , -,
,_,,�_,
� , -
I � ��_ - - :4 ,i� I
� ��-_-: ,__! . __-
� I �- I
� % - -
- , , - - , , _ ` `i- - k- " � - �,
� � , ,
� �, --_-_:__-�:� -�', '1�
- -, - L , I ,_ _-, ,,_�,_ - I _,j�_
- -
�',�,
� .- ��_-_---,_-�-_.,- "
I .
-
I ,�_ �".. --
� �
I - -
_� - _-_ � . .
,,_::�',-_ ,�� �"__
. ... � --_�, " 7�L�:�
- ,
�,�O��'. - -
� �--�- ,
� __�,
�;"" ,
`-* , ", ,
-,�_-`�-- -
-,_ ,,
''. - __
, - - `� _"i
-�-
�,-, ,� -, , ,,�
, , ,-
'� - --"., -- ",-,", ',' -,,,�, - � -, ` ,:%, -
-, , �,�', _�,� ,_ . �,e��, � �� �, - -,�,
�� - '' � -
, ', , , , �-,:_. � __". _� �� -� , - r,
BI
DI-3C_
10,
487,45
479.45
479.36
i
1
156.80 LF OF 15" RCP (�_ 1.16% 1
I
ACCESS EASEMENT / 32'
1 81 11
41 /2' 23' 21 LANDSCAPED 13' 21 4f / ACCESS EASEMENT
I v ___7 / ___;1 / MEDIAN / / / / v / 4'CONC. WALK, TYP.
FLIT. / 2 - 12' LANES I - 12' LANE / COW�., (SEE ROAD SECTION 1 FOR SPECS ")
WALK .- . - � WALK / / 41 / ,,2' / v 20' / V2. / V\ 7/
PROFILE �i � - 2 - I O' LANES FRONT
53� � - -
GRADE I - I VSHOULDER — PROFILE YARD,
LINE TYR / GRADE TYR
1. THESE PLANS WERE PREPAI! ED BY TERRA CONCEPTS, P.C. USING AS -BUILT
R
SURVEY DATA PROVIDED BY THOMAS B. LINCOLN LAND SURVEYING, INC.
(974-1417) ON AUGUST 8, 2008, 1
2. VERTICAL DATUM IS NAVID 88,
LINC- -2.0% zi,
I
1 2.0% i :1! 2.0% . � I 2100/c . ..., I ���
; � I __ 2.0% �
i ;i I �� 0. I - / -.1 " .� 1,
1;,
'5� W i I , ... � ..... - .... � ..... ... � ....... .. � I..." 7 BLDG , 1,
4-,�'Ic-,,�: ..... _ I -1
: R�:!! 1,
I ii
�
! �! "! i: VDOT STD.. VDOT STD. I SITE I 111
� I CG-2, TYP. CG-6, TYP. I 1,�� 11
1.5" SM 9,5A SURFACE COURSE 3.5" 3,000 PSI CONCRETE 111-1. 1 �5" SIM 9.5A SURFACE COURSE VDOT STD. I 11, ;�,,
,
I
,
.
-
I 1
3" BM 25 ASPHALT BASE COURSE REINFORCED WITH 6"x6", 10-1 WWMI VDOT STD. 3" BM 25 ASPHALT BASE COURSE CG-6, TYP. I,- I I ., __ , , 1�",
. " - -
, ,
-
6" VDOT #21A STONE BASE I CG-6, TYP. 1� " - -,' ii, � /1� ��.,
,
,
3.5" VDOT #21A STONE BASE 6" VDOT #21 A STONE BASE -:: k_ jll�'il
I I
'' �` , 1. , I ""\ "
" I
I
COMPACTED SUBGRADE (95% 1 I'll "'' ; `,,>'z,'1 1�x, 0 ','�
COMPACTED SUBGRADE (95% AS COMPACTED SUBGRADE ,,1,1�1 I � - ,x -,I/,
"_�� I , � .
AS DETERMINED ASTM 698) \ � " �
, � � �� ,�,
DETERMINED ASTM 698) (95% AS DETERMINED BY ASTM 698) 1 � 1. ! I \ ,\. \� I -1 4�
/ 11 , : I \�X\,, " ,6�
� j - �. I 'ik I , /\ 0 "I
-
1 '. .1- 16111"�, ## I I
I , �, \ �'._ 1,
I I
I . , I I I
, , IV \'A,,� , , 0 .
" �. - % ,",,\,\�;., � �,, ,<:� ,1�
'. 'I, ,s�x
VARIES U-12' 21 41 TYPICAL PRIVATE ROAD SECTION I TYPICAL PRIVATE ROAD SECTION 2 - ,,,,,,,� -7 � . �� -
"
/ / / 11.11 "�', ,,, 1� 11�11'\ �
, " t"", �� Ir I 1�,,,,,, ;�6 1.
/ i �,�'? ,,$ _�_ , _ "
/ CONC� STA� 10+00 TO 11+75 STA, 1 1 +75 TO 18+50 1 1 , "a �'/ ""k,.- ,� " 111',,�_ -1 1��, ,
I I Ili, � 'F/ '-1',-`,_ �j I - / .... I., 1, I
RIGHT TURN TAPER I " ,�, ,"� . - , , ' I ,,,
�� I 'IV, / " � - , �� * , . -
�, , 1�,, � -
IR � "k �, ,�\ ." , x
WALK 11,;1 , 'j,"", ,,P, , , � . �, * &
,� 1, 1, 4 ,,�� �, ,� V. � -, "" \ , . 1, I, I
, , I \ I _11\, 1_
/<"� ", , I 1,
- - _ -N-1 I I ��, �
- , - �� ,\7
i , ,"'g e '� � , /11 �
1 IR, ,:, R� -
"I",
- SAWCUT & TIE TO 4'CONC. WALK, TYP. -/�- - /y Z.�,
��
". /'. 11 �_', ,� . - -, ��, , . k_." '.
, � It �, , ���
FOR SPECS.) I "I e1x__-'< - � , I _\, , " 1�
EXISTING EDGE OF (SEE ROAD SECTION I I , , ;, - \
- VSHOULDER I /� - , " ,- � , , .0 1,
I . , 2 ,,�, , %/�� 1, , , I.,
1 11( , ,;I;/_ k . , "
PAVEMENT / 60, ,� "I - - "119 /I 1`1 ,`�\ / I 1�\ I'll, �
,
,
� ---- ,
- v ,,, " / " ," - � I 1��
I "I I1141v _ , 1-
I 0, "', � �� 11 \ \ �
,
TYR / 7 1.� /1 " , __�_ ......" � . "
1
-2.0% - //1" 18, 24' 2.3' " , 1 I ./ I �� �, " 1,
A
— - / / / / "I V" , "� 11 � ,� \ - � �
. �, I ,,'�� ��/ , " - - i./
". , / / / 7 "I / -4L , N\\ - 900'RIGHT TURN TAPER
" _. I BLDG ': .1 A) s /\, 1�1 11 I / I _', , 1.'/11��, ., . ,
._:::1__. PARKING AREA TRAVELWAY I ""', �� . ,,�,� #4 11 �, I
.... � .... I 11 �
........ I 1 30' ,�, � , N I � � I �
�. ��),", ��-�/ `� I � �, �
MILL EXISTING ASPHALT ----/ SITE I I- T/ - 1�_, I ,\�s � . I
/ _111 I 'B", I _.. ___ �- "','�_ - � I
, ,
,
4' 21 2' FRONT 11 , . �,�',_ "II
v I/ v / / / I / I 'I, � , �� I ;11 1'. 1, I ",
/ jl "I I ,,- � -,/ , i . �
SURFACE & OVERLAY WITH ACCESSEASEMENT / / � ,� , , , I
VDOT STD. / / I , I,- � xY +_ 6 "I I I
1.5" SM 9.5A SURFACE COURSE YARD, , -1 � - '�, I',, I
PROFILE I ",4vk/," . - _:�� -
NEW SURFACE COURSE . �, `_�_"� / I 11, N1, I , CONVERT EMSTING DI-3C TO
"
6" BM 25 ASPHALT BASE COURSE CG-6, TYP. GRADE TYR , 1, , , -, -",r, ,�� -, 1_�, /�,,�_;, .1 I I , 1�� 1� 1� 1� / VDOT STD. MH-1. SAVE EX. ',v
I
,��, I " " , V, ,-, �,, I �'__�. ��
2.0% 11 -�',,�, ,� �,, �
I I 11 W/ �, V,/ , `� 1� STORM STRUCT. Al2
- I . �. � � , -3C TOP.
I 0" VDOT #2 1 A STONE BASE LINE . 119' 1 D1
� , � I , -, 11� . . -1�
.- � � I '\<.; � : � _` _I-01 ,&, -�, I,/ ,v 1, `,� � , � ., � ` EXTENSION OF EXISTING 24'
, 1 11'7_�'11'11 "O'. � ,,,
< / Z
I
COMPACTED SUBGRADE (95% 1 VARIES , I , I , �,� - .
II ,�. I I ,zz 'F -, I �11 1,
2,0% ,. I " y �, 11 N1, I \ ��_, Z"
- I � I 1 � e � I %, STORM PIPE.
I
. "� I I I I -------------- - I \ I �. ,
AS DETERMINED ASTM 698) mmmmm: , 1� 1
�
,
I ,. ,;(,F� , F'e -1, 1�, ,��, 16 1, 1�1 I/ 1___1'\ I � �, �'�111'.� ,r, 11.1 I
ffammmmffmm i '\2 , I I ,:\, -
,�. 1 Z41 11 11 / " I - 11, . \, " ,.� " "� -
- � '1�, � 1A -1 I 1, 1. ,� � ". 11,� ,
- , " ,_ , . . 1� - 1� I
RIGHT TURN TAPER SECTION 1 1,5" SM 9.5A SURFACE COURSE ER I .7, - +0 \ _L �_ I I 1�%, / ,
-
V.9" - VDOT STD. ""N" I 6 I I ��,,.�� I ,1� I
k I " i* ---, 11 \ I'll ,
� I 'y — �j ", "",L',)�,� 11 "I-- �, I ,,/� / 1 4"" _1�0 \ N It 1. �,,,\ ,,:-, I �- . 1. 1.11 � 1. X/ ;, 1,
I 3" BM 25 ASPHALT BASE COURSE ,� � , _1 11�_ �', , I 11 I � I �\ �", I :,l,' I I �� I,
,
'V�1� - CG-6, TYP. I . — , , I \
"; � - �� �,�� ��, 1\ -,< 1, I 1 "I � I I
- — 6" VDOT #2 1 A STONE BASE I 11, 'I-, , / . I I I Ipo � �, I I 1� .�
"I., VDOTSTD. 11 - 1, � -�, � � I I / I �, I " 1� �� I" i
. I .. , /11 �, �IIIII,, -, "� � -11, I/ �
� 1. . jr�
I ,<��"",S�- " --- --l"?i - , - I . __ t-nftADAf'Tr_r) QI1Mr_'0Ar)r- , ,,,,� " , I � // / < I . ." I I" /
I
,
I 1� � - - � ' �� , , � , 1 , . , � � - , : -, r- , � '� � , , - � - I , : , � - - - -:, , , - - ; - ,--, ,��� , I I 11 - , ��:�� , I -C I �;/_ I I 1, 1, � I
- _ , , � � I " Z � _1 , � _ _ . r� *. ' . � , _ � _ ', I �_'�` _' __ ' - . " � � � �_ � , ,� -,,-, � � . � �� , :-, �� . I � ,�, I 1 r 1� , / // "/ , c I 1, ". ,
� IN I CG-6, TYP. 1-1 �// I Z 11z
, .
� I - %v � 1. .
, ,
DIf3B 6 508.24 N/A 504� 14 � I �'', �; � � I", � I I � "I --A, 1104 1� , �v �, "I _.
6� - - I I I I - I P, ", \%�
, I/ (95% AS DETERMINED BY ASTM 698) � , � 1\ 1, ) ,� , -, ,� � ;I'-,- I .
� I I'll I - � A 1___�, 1�_,- � "
'
- 0- 0 " ,�� - , I " N z ' " �7 , / � . %, �" I f,
, , "" - � - - ' -:�vd I'� �
"
5&21 LF OF 15" RCP @ 2.25% � �,,� ��,� Z, 1�� �, \�,>, " �� 11 (_ , % . � ,
-- , I � . � I � - - "N ' I
. 0, � ,,, (Y R" �� / �' V .1 I 1/1 ,� / - ,,, " 1� �x I ", . USLIC D 1'� 1 I'll, 1,_1
'� " (�; a I , I I � i I , , , - .- ,_�, \�) RAINAGE I
' '�" " -17
DI-31313 6 507.83 502.83 498.56 1�11';!IIAQPI - � k . 11 1� i ,�, I �� / \ I \ :"t, SEMENT,/ \ ONVERT EXISTING ,1�
Dl 11 1� 151�1_ � �'. ,,,r ` TYPICAL PRIVATE ROAD SECTION 3 I I . � ' '-"
54.08 LF OF 16- RCP @ 2.33% %%��,�, I I I- . 1 I
�.. I = e , , , . 1 - .___1 1, ,�� 11 I --- lez�,� 1'1'.,','�,,_, 2822,P.7it � " yu I STD. MH-1.'SAVE I
\ I 1_e 1� '' r , STA� 18+50 TO END 1.1, I 11 W9, , 1� /zl
'0 0 _ � 11 ---_, I\ , , 1� + I �4 ., I %, I "I I
, . �
11�1'11�.11�00, _v z4i�_ ALDERSGATE UNITED ,� , _ _.� - ", i DI-3A TOP. %, .. 11,41 1,
A7 DI-313 0 497.07 --,�_-->4,.,% ) Z �, I ./ "�,, " , 0""", - �, - , `1\1 � � ,�/ is P. 69 1 "I , .,
N � I I :, I \ , 01 I I I / " � I
,
, - � 11 � 1 1 I- , 7 , , - � "I ,r . , I'll I ''. - I \ 11 � . 1� , 11 1,`� P
I- � � _-;, � �, ::�) � - , %�,.��_,o t !�( ." I .v- I � � I ,TkTI`/ 1,,� I '��'L, \\ ,
,,"', -, �:, �,_`�_,_'1_________ � - - 4- -0',oAl, ' 'Ir .Loc J,
- --, �; � � I ,,:�,�',� , -��__ - .-�, - I- V I I / i ;,�, I "' ) F t\f � _� tj (,,� i
,
,
I I- - :�, - 77 -- 7 --- , � �, --: _-, � �, -,-- , ''I 'I-- I . .", - 1, , - ', " �, 7 1 J�
� � ,, I Iq "I I � t . I 1 , , -a- 1_� __ \�> I A �� %,V_ 1, 1, / el-
_-�: 1 7,��,`�`_'_�, � ' - � - ` - ,. , , ro. . .,
1. I- � , _., , __ � _-, " ,77 � k ,I --, 'V,�, V
...- ��;' k�- - � I �,_� _ - ,-I , 1��', ,� , I I . i METHODIST CHURCH I , I , , ��01111 , "I - , , kj�rx,
�_` , 'I/O I S'
- , . � �
_ ��-,, '_'�`J,�-`, � ,____ -` __ - -I---- -, �,_ , � z �\� , � _,�,�
- ,-,: __ � I n - - - '', �_ \ 7� � , ,,, .
�,,,�,% ,�_ 7777 , 1 �. �� '7 , � - - - - ," . . . I , , �' , L - I 1 , , I . I - ACCESS EASEMENT FROM BACK OF WALK — , I ly�� I .1 1-1 X \ \� - - I
I ;�r� , I 1 1, 1 � - " �:,-, I � 1. 11 , , I
-1 N/A N/A - 510.71 .1 'I-, .1 1. I I 11 - I � - ,gewv�O,A , �, +, Z 5'
E2 DI 513.37 � I I I I I ^I'- - �/ ,I- � I I - . KEEP,,RIGHTAND
� ,:: \ ... I I I - I., 1+1 1, � -1 � I I I TO BACK OF WALK THIS AREA (32', TYP.) I I , /:, � I �A�, "� - " _��', -(: 2 �N�0, %_1 \ i 1,
56.68 LF OF 15" RCP @ 1.62% 'I ,>1 I �C)o � ,�, _� , I � � / , ; -I- ' � -
STOP SI N � I , \ I - %, I " -1 . L D B. 2-215 P. 70 / ; /> " I -1 ,4 , - I 11 ,�.,:A�wf�NA��,'WS
1� I I � .. /x \+,� .1 14I% p I
I , 11 I 1, - ";Ky � � � I I __�
1, � ", I . I - Is �, spl��_ � I
_115.0f 509.79 509.56 : "��,'_:� , loo "I'll ; � 1, I- I ., I /" " X\N,�>\ , I �? I , , ..
ti UVI 114/1A 0 4 I- � ,\ � - - - 1 1, 11 . I 11 I /� -.1 , " /� -'ZP y, 1 ".1, .,�,n �
- 66.08 LF OF 15" RCP @ 2.18% % I � _% 1� i � 1� - ", I -, " � - 1, .1 - 11 / (//,�//. 1/1' zl\N,,�, � - I 11 I I ,;� I \
STA. 20+51.58 GLENWOOD STATION 11�. I/' 11 , I I 11-1- .----- - __ . 20'PERM. DRAINAGE I- " \ � 4 1, ,/ 1� .
,. IO&I': ____ ___ - ___ __ . � I - I I / z , ; I "" 1, 1�
- - - . I � 11 I .1, � ��_ I '\ \\ X'\ . . �, .1
� I - - � � .1 T I - .1 , I I � � , \1 � - "I I . � 11-11 1. � I
. _1 ,� le� ^ � ._ � � - - FASEMEN - —, ' - ��. . ' / 'J� N�\ : , , ,,,, I I , "
I I � . , I z I , 1��k . I
D6 Di-3AA 2.5' 1 � 51.8,47 508.12 507.97 - . LANE = EOP MALL DRIVE 1'<, \ �. 11 � I / ; I/ ,,,, ,�, - 1�1 ,
� I - I-- � , I - - - - _- - \ ''I � 11 ._ .1 - ., � I - I - ",I / I
- - - _ - - I I I ,
�� I -, _", � I - , ��, I � _. ., __ . � I \1 - -
�1� I _-,,_�, ''� I -z I - � 777777 ��`_��r', "", -� � � �:�,-`,�_-,+, 6--, n _�, � I - . � - I .1 I I - - - I .1 -, _ D B. 2822 P. 711 - - ',.� � . 11 I_. . �%, I 1. � - - � " .�, \1 ,x , 1, "', \',�, I I - 11
- - - , �� -, - N 3,915,477.73 '11%, 1, 1� , � , L 1� ,
�;�_'_,.___", ��,', -, - . / ,/ " `k"\\�
- , ,_��,5 - - � -%, - - ,� , ,,, - - - �-��_7-� �- _� � � I_r . / . I - � I �, I / � ,� \�, " "\, , I* . 1, sTA. io+bo.00 GLENWOOD
- I 1, I i I
: 'j, ��', rt �, , � 1 _� ;t '' ��, - �-_�� �-� ��_: �� � ,� - � , _-, E 1 1,490,757�5 1 r 441 I I I I -- D.B. 2815 P. 69 , . - ------- � \ : , x \,�,� � Z 1 _4�
- - - , " , ,.,.I ------------------- w ---------- I ----- - / I �?/ z , � I _ STATION LANE = EOP RIO ROAD
I , - - I 1_____1 I . ,. , �, t - I\ 11 . �
,
Fl DI-3A . 513.64 N/A ------ .1�% ( � � __ . v4x,, <�, � I., ---- -- /____� �_ / /" ! \ / 11-11 I �." k I 1, � N 3,915,680.69 +1, '
)� sk I'll. __ - 1;119 '
11 , z V %0 �'r �_,ju I 0 � /- i -,,"\ z' �/� I . I N� E 11,491,709.49 �., ��'-�,'��,�,,,
51.87 LF OF 16' RCP @ 9.02% ,-,,�Px , ") " - I �11�.,' �, =�� ... , -7--EN77 I / � I
I I � � �1\ ,x, / 'A I - �,.� - -M, .... I � 1. I �, . -- Z, I .. � I I I I ,
" I 11- .. .... ...... - . -\ I --- "' -4- .01 I " , X " 11 "�. IV STOP ,
A9 DI-313B 4' 513.49 503.46 503.37 _",L ' , ,Iq � ,,� , I I - f _` , '-'\ ___� - - - I - - - 'p. %,4 - � Z, = � 1'r � - , _ .+
-1 _-\+,_�,/ ;;��?
_ , - (I � 1 /, , 4 8 A - - ;_Zlf 1 __��"��___��7 __ _. 0 pft, ),_� .��,, 1,
\ (
, '. -) (, ,c)"', \1,, R,., 11111111�a '7`1z�� ,i �_,\ %,\ � s j ,
11
\ )
�
,
'r� � I � I I . _, L_ -, , \ 1\ - � Q1%DII1
, 1,, - - � 1 77 , : I
- - . � I e% - \ I �
1- I- - -1 I �, 1 �� _r -f 2 - ;: 1; z � \ I 1�r 1I. .r I I I 1�_Q IrJ
- I I _� - - "_` I 1. 11 , - , ;, M, � ; I . I I 11 1 . IN
- ___ __ I - " - "
�_ � _ - -f --- -1- ` , , I %
_ , - - _
,_, , ,. ___ , - - __ - , lk� ___� I; PICNICAR /_1 I ,
I !
-
jj) .1 � i \'1�11
: , - � i, ___ " 1�, � , '' r>, � Ir' � , I � �10
--�-- � ��, --_�-` �,-�,�,-_, ,_,�-:__ :,_J�,r_ � I_- ��, I I I � it \ �
� � : � ',','�if . :�= 2= __j_- � - ;� " \ ,/ ' !� " - "II'_ 4
I VARIABLE W I I I , �! "k < \
,
�s� I e) 1 1; - �� I! H I � A_G_E_ �A�S 4E I VEN =T I �'k- / " I
"k
"k
� , �. , - ^, `�, 97��? 1 � I �, - - "k ,-,\ I �, ,--6 -;, -
� 1,1, 1^, I , I � � 461I 1 I
MH-1 N/A 510.13 504.62 504.43 11 �', I I/ � 1 ri�,, "', , , I � I ii'l- ')\ I I - I - � 2144 , I J , 5, �,
G2 I , , \,,>-, 1/, �� � , 'Ile, ,- t� - - ," 11 �
LF OF 18" RCP @ 2.72% ",,� �,, � , 1 D.B. 2822 P.-i 1 1 BL ILDING A ,�', - - !i ' i Z / ��6�" j,�, , ��
. , -4, ,,��, - BUILDING B -.1 �: N117 I I - �
1 76.10 A �_Iye?�,% �, - � z / , +__ " I 1 3.5'00 ,� ,-I I .
D.B. 2815P f 9 ,/ p BUILDING . �,
, I \ � / I '. I I F / LOT D, - -?A I Z , �,
Gl DI-3B I )� � ,� I . I 'f� �, ,/ �, �'. -_ i I-- -Z I b�, -_ - __ I -11 ,r " �, " / �', .j � I'll .e 4v BLIC DRAINAGE
6! 507.41 502,36 50Z31 � 1. � to.I<' �& B1 - _1 11 i ; �Ouu I WALK, TY I 1�
. ., . ,0I �__�, - __ I !, TOT I �, 3 - - 1� 1,
-
11 � , . I \ ,>/, I� I— I V' -- 2 -, 3 , ' 4 5 6 1 1 ,� 7 , 8 9 1-0 _. __ 11 12 ! 4 UNITS �, N� �\ _�+ I " " I 1, % EE 11
27.10 LF OF 18" RCP @ 8,12% 1 N \ y I 1 - I I I , , __ � . � \�� � 11 , , I � I
I ,
- I I --- I � '. � i - �- "" �, \ Z. I .
, , +11 - I L. / " 11 � � ___ l� LOT* % It a : / / 1 7<<\ . - __ , I \ � � D.B, 2822 P. 711 �, -
" � I i I I , , � - '
A. -1 __ ---.-- ---... �. , ,� , , I STREET TREES, " .- i � . 1\ , I I � 11
�� - \z , x" � u, / TYF I �\ D.B. 2815 P, 69 ,
. - - _ I - 1, � : , 1�__, .1, , � ,� I _ � I I . ,��/ ,,, � I I L) I , _N , _T t�Vv �� I ,�, . I''
, - �,_ " - , :-, - 1.11 ,�� - . � I 11 �, � I \ I '. 17+0( I __ i , CG-6 11 ,/ ,;\ , - . I I., % ., '. �,
� 11 � 11
, , -�,.�� , , � - --;-" ` - , - ,- "I'll - I . - \ , � ,/ 1 i 1+00 , -1,46 �,
, - - �, - -,- -- � � � - �, �- - � - <
z�: -, � �_ - �, -,-., - - ,- _ � -_5�� 1, � 1� �;,%
-, , , __ -, ___ -, I . / \ I I i- J' ___11 — — I MPH \ ,
7 77777�__�, '. 1 /I 1/z, \z _r 77 — i.:'t [T;I I _� I X, I " \ I ."
� 1\ I- %.[_T11 1p �:, I , I..
��', I - � - "_ I , CESS - &9117 1'/ I I - : ]�- If 7, � Ill , _ T If 11j; j�l AIT S1 I - - - ) I 1, I
X " 30 4 ; , ,
I 11-1 I I . � . I
1 .- I -.1-1 11 , � 11 �� //. IN, 11 _ I __ ---- - I I I I-, - 1 .... ! _ 1 , - , "' " I .1
---
I 1. �o I ,:�, � 14 � N T\ \ ,�, . I - / T , - I, I , Ll .. .... / - � ,,�, 1 � I , - 1� - - ' ,/CG-2,\Tr. 1\ \ I— " I 1, I
11-313 12' 523.33 N/A 519,13 1 . , , I 1+1 ., . -,,19-�, - �� _A'j, � , " 1,
I 11 � I ( � I . ,,,,;�, � --- , - �
. , I � _ - il 'I, i
I'll , I , 1< \ N I I ,_� I I . - 11 V�� . � 1'�\� , -�,�,�,
- _ - 06----_�_�+, � -- I I
''I 2 " \�� Is, 1, � ( � , . I I!— - - I - ,_ , I �, � ,� I
I i��_�
"4
r I , /,/ ' 1,6\. 281,q P. 70 L I " - - I __1
103.06 LF OF 15" RCP 0.0 I /0 , I \11 � 1, I "I ,� I _ �, 0�1 !_� �/��7
� . - , i F ,_ �q ,� -
,
1 .,3r/ , -4 .04, I tj i 174 1 1, J_ - 1 i. , - ,�j� , . , n 0 ", ,,, I
1 �.. I 'O' ", __��,�,:,�,_ -I------ .... I—— _1.---- - _ I _� _ -- ----- - ---- 14 N - - _. : __ , . - � " ____ ,, __ � 11 I
, - I . / \ I
'
- "i � _� - 1�, �: '-. - �;� ; ,. I� - �i - ;� n �, I I I t13,2 ',494.8 �-_ IV, � 11 qv 1. - � --- 9 4v 11 I - �... - up! - I T.- V111 pq,&- _ - _ 161 -----I 1A, - ,_ e wr -_ ��f-� -- Q �,, I � 41
- 'I � 11 , - - , - --- " -- --- i N I 1\ ,% r
� �_ I I � - � -, " - �1` I V - ,-I cm
@ " � \ ,,- ,\ \ A 1 . - � _Ij 0 I - ; 11 � .... � 1� rti 1 AL , �A
A10 DI-31313 518.50 51ZIj ,. I ,� (""ft�- , \ '! ,\ � 4 � ... ,a), _ _ \,,' , ___ �, ,
6�
�
,
>�� , uj x ,:_,.z.p,9 " , " I - \�_ -
1, >11 I ,q% �, 4 � , , �11� -, I
, - - �' , . � 6.46 I � \1 I ,,
- " - - - -- 7 --, --- - - -_ -- -, - _-_ _` - ': - __ -, __ -1 - - �- \1 % r 1� , W - � , tw� I
_, ',�� �,, " 177777,777 _7 � ��_-''_-_,��, __,---:�� I- _� " � � - , \ . I = 19+55.24 " A_ ki \I--- t III, ____ __ _ I -I +__ V11 N I , I I ______'_15 " I I "'Lo-i ,,,, , 9 � �, ___- 3 \ �', ACCESSEASEME IF A6K<6F> ,�
� � �r ��� , Ic T - -gs `��.9�6� , - --- ,(
�,
-, , 'o ,��� ,
� , �, �' ,�, �,�� � � I ;, ,�
-�-, .�, - _. "I" \---- IV_---- \11 ,z I
.
� .,� -Zz , �, \\ I , 1�5 ._c, , I 44,26 111;` 1 49 .61' G �. �' iS78'i6'15 IN � 5 , 4 % f I . - � , I i `,�� I WALK TO BA( 't,'ROM B ,Af*A --- . �, 1, I I
\ 1 \ , - - I I ... , xaj � , , . I
I \ I � .--- I I __ ------- __ �3 - __ 's 11- �qk, ___ - -5 �� S �_ .__ f� ,��Z_ _ " __ 11� _1____ S - _�, jvi�Ljf I 1'� 1 6 "I
,,:. r, '. ,�� _��_- ; I I NAGE (58', TYP.) D.B. 2816 P. 7 1 1 \ 1, : I "
I \ I \ I _rS \ \ - I :�, � � -, 11 I � ��� k,79�� - -1. - --- __ - ,� - - � \ / ; 1,
>1' �k\ ,'I* `� , 91", J-7 I __,___\1_ 1_ _____ 2, -8-.- S�,_, ,�� __... ,
- 1�
" --- _R
_1 / "/ Q) , / ��,� �k.�4 ,7-1-,--�,-.,---.-�--.--�.-11''\-�- 19A,� -A95.! , I , 11 I—, 1- _5p2A0__ 3"' . % ,�,
\_1
I , Kv . I I \\ \ \/ ,\ , 11 I L,A& - ____,_._ I m� I �<X�l � , 1,
I , � x 11- \ I ,� ------ , ., \"- I �
� I �
I I
1, , 41 / Z'��\\ 7 6 � \ \\ I " I I / j 0 :f� I \ � _�11'_11� , ! 2 P. 711 0. � I ;
� I \ , , � i i �0 / L'. 7 1 - 1"-,_:� < \, , , 1i �-
I 'k\ \1 I i) 'I - - -, __7 .;.,
\\� . I I / I , F7m , I - e541 ! 6 P. 69 , �,
Z7 ': \ I - __ - A\ -
� r� --- -1 --- I Tr-7-1 7 i \ 1:1
I ! ,
/ 11 _ 3_1, -:_1 - / J� � I/ 1/" <1 - \ �.�,
\\" I __ I I I D 11 - I / p I- I I
� \ 'i, - � . 0 Q9 "', " " \ I
�AN I �N,, / / I , I I __ - P_� - - -11 IF --- I I 1.12� � " , , " - , V_ ��N - .-I- ,� I'll ,,, \ ''
\ 1'�, / --- I::--- �1171 IT - �_-17 __o�, F7__':.__ _-__ / 11, ------ A- Z \ ,\%. 01
10�O I \ \ , I __1I � - I_ � --i-2 4�- = I .1
�, 1_��'
-
,/ '11, '. / / " rN d �i, 'r Lf -1 F,_ - , ,__ � I:- ___ - __ - � , - - ___ / ,/, z X \ , \ I
,
,
-
. I ,r \ ,;�� 1� , I Z,1( i i� \ -25'PUBLIC DRAINAGE iASEMENT -1 I il -1 STRE I I __ __ �j,_jj - _-, __ __ 11 25'PUIE I , -1 - ;I., ,;, - PUBLIQ , " '�,, �/ - - '1�� 1, \ "\ - �)�, � -1 __ - - \ \ �
\\ � i I I I � � ET I . 11 I/ 26 7 � \ - ,�
11 I . � � � I I I - .. DZ_2 1- , , \
, I I I / t� 1. � D.B. 2822 P 7111 BUIL DING C � . - ' I _. .1 s_1 11 1 -1 . _- I I I �,X` " - ; , \ � �,
� , � \\, .1 i I � \
. "I __ _/ D.B 281 5 P �q - 11 - BUILDING..D D.B.,28'5 0 -69--- - - - - - ' 7�1 ��_MUILIJINGJ / I I.- I '�i ,� x I
I 1 I V ,-,r \\, \! I 1, I i I Rii� I � 1. I'll I I , � - 1- \ : ,,� Z\ DRAINAGE E EmEm, � \\ - , -1 � A 11 Z' , 1 I I \ �
0 , � "/ " I 1; T ii;7 i - - % J18.215-21., 1� "I'' � / \ :", �
'44, ��, '/\ \ \ �, ,� % � ' 21 � � 22 1 23 25 - , - � I ,_ " , �, >".�', "'� \1
,\ " \1 13 14 i - - 16 17 18 1 _ 19 20 , �, 24,1 �26 ,. - �it to � , 1p UNIT(_ " � I 11 �> 11 I I �// I'' , �/ I" I I I I \ �
, I I - \
, I 1 . . - -44, . � � " "
I - I , , I ,
I I I " 1 1 ,
I I , - I I . I I I . - 815 P 9 , \ " " " 1 \
I I I 1, � � �_ I \\ \ I - I
� , ,!r: \ 1\ I 1� \ I . I . - I I 11 I - ON ___ - - ___ __ __ __/,��()_ __ ___ -,.-,- 11- I I I -, - I .- I I - 1 ___ I � , ,- t, / , ,- �� '\, ,/' 61 � ,_,,, � I I 1.
.
� , , -- . I I __ 4�;, _ I I � � 1- _ � 11 I - __ - 1�1' . , x \ 1, �� I,/ \ �
. '.1 I� � ,-\ " " , , - il , " " = . I r - .1 __ I . - I I __ I I I _ 11 1i - �\_ � , ��,_, , " ,
, � I , I 11 � I \ � 11 F,// I � __ - - I � I I . I � I I - __ __1 . I I 11 I � 602 __� ��_. / �, _< V, , , "" �, " \ z \
�
", :�� "', I � ,;I� � I I I I 11 - __ � - I - � I I . - I _ _ I ,_ _ I -1 I _3 \ "I , ,,, , ,�,� 4 �, � k
, , ", I __/I/ / I I _J__ � I I . . _ . - - 11 1. � � I . - I - . - - - - _ � . r) ,�< - ,v � ', 'r \ \ ,"I '� � \ 111�1 1,
� , I (6 I I - I _ . , II � , \z . \ I 11 \ ,
I _ , _ ,/ z
, , � -717- -7�� - - - - - - - - I � I �, _ _ 1, �� I I , I",
X i - - - _� - - , __9 cr - _ �, ,
� . I I I I
I I 1, , ,�,� �,_ - 1_____1' � 1.1�11w - I - I , I - __ - , z I �
,
� I 11 , , . , , __ r , �i i I _ � I , 77 - �- I - - I 1, I 'i - 'I/Q� , , x , I'll I \ f %
I 1 I � - � - < ". .
- �, . , ,\,� , � I � , _ � _ _____f I I I _ - 11 - I , - - . I/ \ z -1k, 'I" 11 ",^ \ I
\ x 4 ��/"" ., , .11 — _ 92_ — __ I I 1,Y) _, I " "' " /
1 ,,!,,� ,>�\�,,,\ - * �,O� . .1 I -, - , " - � -1 < " " ;\\ Z,,, I,� r11,1111jy
, I , \
, \ I - 1 11 A) -�-C'_ I - � I N I.. I I I I
I 1 ''. I - __�_� - , I ,- I �_ 1 - �p 7707r� =ILL2� : ;� il ; i - -1111,4 � - I I , , -, � 111I I/ I . / X I -,, , " \ � I �- X, , __ -
, � 1 - I __._____q, - -, , -r- =_ "; , � ; � - I � I I I ,xAj � 1.)" �/ ,�', " ,� \ I � � I" __ . �-
,
,
- - , , I.- --- - �, �� � I ri k, , ,,,
, _,)�- - � ;i R It: " , \ � I \ , , C'� it x
, _ _\___,_ - _ /_ __ _1 11 - __1_111
I -I,--- - __ I � - - - I ---- __ - '' _ - - f_;�_ I/ _.11,-. ,, . 1""t � \ / �' \
- � I- _/ _.. 11 I I _!��i � , ,,,,, � I ., I I - � \ k,,�
I
- "
I I - ---4 - - i - - ___ - �� 1�, 1�. 0% - I , 1!111�V �.f \ " \ \�, . '�
.". - .\ , - \ \ x
� - -
� , I I __ 1\ ,� # "'I","', __ I � __11111hi "" - ` - . dll'�' i � -,I, // ` , _,�'
I � la� 2;1,- _� I - �� ,,, / jy -, - - , �< \,,, 'S . I -
- - �: 2 2.1(_' �_3__: I , �,_ , I - I-, ,�, I 1, � I` z z 11\ I - X<'111',1"\
- - , t_ � z , , X,
- " � ,,�� ' �t .... . . t"11ii %".,i$ Pi", -
I - -11 � - ... , �,
,
:,� - J& 11 7 _7� i_____, �_ , � ___ _/ - __ ,_ - _ , � �, ��g �, C�, , \ \ ;1, , � \ ,s�
,
A - -Z 1��__ T, 11 1___i4�� � 111"'o- TN ___ --- --- 1- 1____A__� __'�, - ,�L,, ,,I�,,�,,(% , - � _ - . � I � -1 I __ __ � 1. - , , I X �11 11�1,��11 6'' 11 '' � -, 11 .Y,"- ��
..
I - IS"\ M-A2 '&'� --,---- /�� .-%.' i I.- - _. __ I �_ - I 1 , - I .- � - 11 _ 1`� ,�' - I ,��';, I , ,- ,II , , � , � " , , , z - \11
' - "�� � - � - - - -I--- - lv_____� I I - "ImI ""' I - - � __ , ap -nmww'k,w,4 1, I - I '\ 10 -1 "/ k Iq 1, -i\ . "', �', 11
-1 - : I , � - - _ __,, / I --- - , - 41 " - �, - , "\_ � - ;;� � ) . "I", � \1 " , . , .. I
/_ - , ___ I -�� _ ;I_ 1-ImISIF-1--l- , , - ,� �"::�, I __ �_.,_� - 1. � I I I I I I � I'll, , �, 1'� I " �� , , "I
, � . � � 1, - - I - - L , � A\N,�',, , \,-,� 66, " /<'� . �,
__ , - � __ __-A __� I - -W� 7� _ _,�_ - � . ;1
:_ i .1 ___� __ j , . -
I- - I _ , - - \\ 1�", I-\ � �
� _1 9" - - I � .1 - - -,-- -, - _ I I 11 , " �' - , , " ... _, .w
- I - - - - 1k, I - N, " \ 11
� �_ - ,--. - � - � - _ _�� , . . . I— . 11 I I- � - I---- _-_____. -,.-. --- __ _ I 1z, I � I �'. I ,Z, - -, \� ,� \ �
-, � I I � I:_ 11 I - I.. I—- 1. �__ ; - � -
__ � I - ,
, I __ , ,l I - __ --- -- \\ , ,�, ,�
I , � � ... � - I . ; I 11� . - Y � . e� - � � - , mi� \
- I , --- I ,
I , I . . _ - - I I " I 1. - � I _ 1-1 . "� _u ,�,, - I I ,�, 'k, \ " �� , ,;/, '.
, , , , �>/ <5� -e-1 1, :i - _ , - - - 11 . I— 1, 1� � -,-: , , _3 � Z�, \9 -, : I - - _:) % � I", - � � z I \ I ,t; , __,_� .� " I
� � ,;", "". � , I � I \ \ I I " I
"I'll" - � a q_ / I - - I_-- , - . I I ''I - 1- , - 7,1- 1 �,�11� -,- - - - ,,, - - I I - �- __ __ ______ __ _ - _ I � I I "�, � / �, , . I � I . I .11
I -1 I � 'I- I 1� I j-�)-, -r-�) ry � � I :, ,�� I I 1, , - - N � �� � _v 1� I ,`,,,� ��< " 11
7 --� . I - - , - , ", . I " I . - - 1 I I I - � P.. � \' _ ''. _ - � I I I I I I I I - 1�,e " " <\, , �, . . " I lk�v , 'k \1� ��;� , \
1 1 - I - _0 � - , , 1 - : � z , � . � � I � � � , , ,\ -, ,� z , %
I , :_ __ - , , 1 1 � 1. I I . I � "I, 14� i5kq __3 , -?r �- I - . , I , I � , , - , I I � \ ", //_ I , �� , ,:�, I"\
, , . p �, I I � - � I ," 4 , ,_�'k
I . I 11 11 - - -1 . __ - - I .1 11 I 1�� \ " , 1, � , , �� -� I\ ,
I
, 0I ", � " ,�, . I I ,� -1. , - I - �, 1. __ I � 11 I (� -�- b., � ) - I— � *41�� � , I � �, " � I 11"
, "0I � I __ , . ,� -, I ,_ I-
, , " I ... ", I � Ac, . ,
I � ..
I � I
I , , - - I I I
,
- - � ,
I I , I � . �- - ,, , , 1, , , . - ,e " ,_ x 11 " 1
7___��_ 1 - -1 I I . � - , I I � � . I I ,z Z_ � \ � \ '�� " , -- - ,�� � / ---- -- - I _� 1-1
� -, "', I �-, - , __ I I 1- - - - ". A, ,� - , - "I -, .--:-. _."__,� __ I- - -, � I - . � I � � _74� � , I .� ' " ��`- - ',** I - - , I 'x , \� 00 j/ X '�,Z', I I , 11
I - I , .. I __ 1 � - eA" JI ( I - j - I I � � I . - � 1-1 � � - , z10 , I , I ao " N . < I z ,
I — T:, � _n,\0� - I , /, , I d r _ '-. , � I I � - � - � , - , ,
i :� 'x_1 , �_� " � 'STORM STRUCT. J1 VOOT �STD� '' - - �' ' I - � - -.,C,.- - - , I I I- _ - I - I I- _� � . - � �111 1k I I I 1, -, , , �; / 1� 1% �
I __ I - �. . - I � I I �/ �N I 1. I /�,,',,,,, �Il . f
- " I , � , , / N
,
� I :�, <�
� ,� - \11114 I'll � , : �- \< �,�* � / �
I I �, � - ' ,� � I - 1, � I n "
11 � 11 I �, SAFETY GRATE W/ MIN, V, �� I I . 11 I I - 11- I_- 11 � I - � I � �� -: ` ___ �_ I � __ % - .., I Z 11, � 1, I
I I I � - 1. � I � I � - � - -1 � . , ;, I
I . . . I I I I— , . , .
, - �_ _1 I- , - ' / , i I I I I I P I . - I - � - I I I I - _*4%IIIIIIIIIIIIII, 1 I I I" N � - "I., I , I \ , _� � , / I ��
:� -014' X_ t I TRASH/ I I "I . � �_,�� , 1, _ - __ � I .11 I - \ �z �'x�e,� � , , �`\ , " -'\ --
11 I I , 1, ,�, � ,_0 __ . __ - --- ----. , I - I I I I .## � ; /,
" � � - __ , ,� , �z "
-
C, i� r, I IRC � + t"I'l "11�' ,"�� _%," I - EW- W/ FABRICATED ST I EEL- - ,- , - _` , __ t - I .111 � __ � I , � - � . � �� 1_ I � , __ I �- __ � -1- , I " /" ZK
-
: , I � SQUIRE HILL APARTMENTS �-) , ' I,' /` I 11 �� 11 I `, I � I... j I I _ � I \ , -,�� ,- , , Z�/ " 1, �, ,/��
- I �- I . I I �:;, SQUARE OPENINGS ,, / ,� - ,�, at, .. I \ I I I I �
I I I 11 � 11 I - INV. IN =466#5 466.37 1 1, 1, � __ I Z�
�
� I, � I � I 1, .. I !. I ,, , � _ i '*_� ft 4'. \0`
� I ; i � . I'll I � k " 1- _. �- 11 ,.,.. 0
I I ---.I , � _1 .. � # .11
I ". � N /
. ___ __ I PRIVATE ROAD PLAN - AS -BUILT ,:�r - '7"
1 11
. " I I . 1 I r I . 11 11 0 S. 20 40' 80, ,\�(L \\ 120' 200'
, , I I � ,� . :� I I il IR - ,.\ � _ c I ___ I � ,� ,�
I
. t� - _�gEw - " , I -
i " \1
I I .-
I ,
� L� �'. 1\ +1� 9 ;1/ ", - I - I - - 11 SCALE: V=40'
� I , �, I 1) V�Amir, - - __ ��, ,
I .1. � I . I I I 'i -.;iIIIIIIIIIII�/ - - #* � �
, -
�\ \ ,,, : \� : 1 11 ... I T'. � " _____ � - #. )( _ \ I _/
11 I
I - , , ,_
GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS I
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION I
TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS .
- __________.________________ -.-,-F---,-"-,----,�--.-�,----���-�-,-�----- ,1------------,-----------,----------"-"--------,-�-- ----------------__________ [ --------.----,-------------T--------------------T----�----------------------F---------------------T ------- - - 1
I i , I -I---------------------- I _________________, -----------I I I I
OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL 11---,-,---,----.--,--------,.---,,-----.-------�1-------------------.--,-� --- - _________,__ -----------]----------- --------�-----r-------------,-,--,-------- r
� ] ------------I------------------ - ----------- - I I 1-------------------------F----------------,--I-----,----,---- I I 1 1 i i , I
GOVERN. I I i I � i � � � I I
PVI STA� = 10+47 1 i I I
i I
i � � I � ! I � i 1
2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY 1 i i I
PVI ELEV, = 519.76 1 1 1 i I i
THE COUNTY, THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48HOURS - I I I I I I �
f +1 I A.D. = -5.27 � I ! I !
IN ADVANCE OF THE START OF CONSTRUCTION. - � I i � -------�----I----.-.---,�-�-------�--]--�--.---.---�----I---------..---.--------.,---�--i--- I -----------
--K-= _3_2_8_____ - ------ --------.----�-,------------.---�----- — ------ - __________1 ---.-------- ,__________._ I ______________F__________.__.__ _____________,______,
550 ------g-------------- ---.---,-------------------.--------�--------- I I i i I I I 1
3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND LO . I I I i
. 70'V.C. i I I ---------,---,----- I ------,---- -------- --- t I
DESIGN SPEED = 20 MPH i F_________________,__ ----,-----
> I I ] I I , I I I I i �
STANDARDS OF VDOT, ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH Lu I - ----� I I FV1 STA. = 12+19 � � � I I I i 1 1 1
1
OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). _j I i i PV1 ELEV. = 507.25 1 1 . i I I I i � I i I
uj I I I I � I I � I I I I i I
,
CD A.D. = 4.49 � I i I i
4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE z I i I I i I i I
I -, i________.___,_____ L -------�-------,,-K--;;�-22-26-----------L-------,-,----------.-�,---.�.�----------�-L-----,--�-----�,---� ... _ ____________1_____________ � ______1_____________ +_ � ____________i r-------------- I _____ ___�_
I R 540 --- - ------ ---P----x------ I I ______ ____r_____________ I , k______________r_____ � ----4---------------- i r------ I---------,----- �
i
0) i i i i I
OTHER CONSTRUCTION. R CL I . 1 00, V.C. - I------------------ � ------------------ � I I I
APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRAD NG 0 ui i
i -,.--- _______,._1 i DESI 3N SPEED = 20 MP I r----,-------,- -1 ------- __ I I
U-1 �<_ I I � ------ *-- � I � I I I I I
0 m z I �__ I I � I I I I �
5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE w I i � � � I 1
8 � CN � i I
CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE x < ::1 to I I I I
�_ 00 t,.� i
02 c,4 `1� + i � I I
TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS 1-- T- 0 � � I � I � � I I i I � __.___._____________ I I __._1__
-Ir-I
CD-- __u_.1_____ -------------- _____ ------------ _________ _________________.__________ _____ ,-,�-�---,------�--"�--�"----.,--,- �-..----------,--�.---.,--.-------.-�---,--------.- - _________,_,______.____.___.__ -_ _______ F
C) 0 a LO .. I I I I
+ - V_ .. .. I I I r-------------- ___________,T_____,___,_, -------- --,---------- - I i
NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND 530 -------E-'= _-m- -'--f,,-f--___j_______ 1`1 C", t ---------------------------------- ------------ , t_____________ * ____ 1 -- -- I ---- ------- -- I I
SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. k CD ry . > I I � I 1. PVI STA = 20-I431
Lu � CL _j 0) 0) � — EXISTING I I i I I � �
i IL > uj i (O (X� I GRADE i I I I I 1 PVI ELEV = 48d,57
a_ .: -i Lu � I I I I
�� 0 a_ w i + C) I I
6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM 0 Lu � T_ i I I I I I A D. = -3.77
Lu 0 r- LO — � � *
ALLOWABLE SLOPE IS 2:1 (HORIZONTALVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES I � r- I I I PVI STA = 19+81 K = 6.36
& I - - - __ 0 5: (m GRADE � � __d 1 I
- I _w - (0 0� ___________,___________,_ i DESIGN-SREED. =
OF 4:1 OR BETTER ARE TO BE ACHIEVED. � - _____._1 __� __j 7:_:7:!� 1 -------.,-.--------,----,---.---,-------�.-- __.,_____________ ----.,---- i I � ___._________ ______ ,,-.----------�,Vl.-ELEV-=-.--48-6--0-7----� -MPH-
520 ----------- ���� - - ----- - W-,---- N_ C) ------I------------------------- ------------ _�_______ I A.D. = 3.78 _40
I � LO I ! I f -
-OF-WAY OR - - - T_ - i __ . . . . ___ I ______ " I __________T__ ______ - -,----,---,-----------------------,------- I i I
- - -- k--,----_--------------r - - __ - �_�� __+_ - AD- __ _______ I i I I +1
7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT I -_ -_ -_ - > AS -BUILT i I I i K = 20.11 1 24'V.C.
WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE I I � I 1 :7�j � -1- _,�__ ru I A � � m QD I I i (qo
, - - - ___ __ -, � (GRADE ' NOTLr--' ..,,, I %-Ill'-% L-If I N-V Z_6 I %..� L_ %..O I N-f 1 7 W �
i I i I I i SIT�ANDRO D,'G-RAmESRA'cED')'J--rn�ALANCM:e-�iT/Fl.LLnNSI',T,E. i i DESIGN - EED = 20 MPH
I
TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. I I - I a i ! n_ � __ - I I I � I i 76'V.C. 1 Z2�
1 1 � , __ i I I I I I i I -1 I -
I � - I __ I I I I I � I-! - �
_____, "I __ � I !
8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END 510 ---------.1.1---,[----------�-------------,--I ---------I-- i --.----�----------"--�-�-,-.---------�-�1--l-- --- 111 -------- - ------- - __________:z, - - ------- - ___1_____________1 -------- ----------,----I,-----.--,�,---.----,�-"--------�--.----,�-,-----�..--------I-� ------ --- ,--------�-1---------------------11---,----------.�--,---------------�--------------�-�---.,--------.--�------------�----------------.--�---------i------------- 1_ ---- --- w_
TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL I --------------------__--------- I - - ___]__________ I i I I � 0 I
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ____ __ : "' " . � __ -, I i i � I I i z
I ___�, -------_ __ __ 1 1 i i LIJ
I ��� � I I � I I i > �-
ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS � -----G,------- __ I- I I I I � I I I ii (O
i
REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE I 1 77 _ _�, -, I I � I I i I � 0 i�
---------_ � I I I I I co - LO ,It
OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. � I 7
� --------_I_ I I It �1_ !�2 V: C9 04
__ --- ��__ -7 — — — — _4_=�_ _______._____.___ __ _________._________ __ 0) c� CID ,�.W_ -.5
. 500 ______L_______ - --------------------�----.------------------�--,-------.------ I -------_, - __�___:7_ �_��7;� ____ — I � � __T -------------+ (10_3 (0 <0 -_
9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL _��� -------+--------- d -%; N 'It N 'It !�
--,-----------,----------------- - __ - - __ ---------- - __ + a,
I I ---------__ > I � 5; � 5 xzi
CONFORM TO VDOT CG-9(A, B OR C). � __--------,-2.78% ________1 - ul w w ui,
I-----_. - - T a- E 11 _j CL _j 0- M
_________1______�� - � Lu uj 0 ci
10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL -------__ --- _:::_�_ - - W III')
I I � I � +
CONFORM TO VDOT STANDARD PE-1. I ------ � _,:�� --- - CD
I I ------ __ � - — - p 04
.
I 1. PAVED, RI P-RAP MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE 490--- -------------------�--------------------------------------- -.--------�--."------,------.--------L-------- Z------------.-------------- I --- ----- - - - �____� - - __________ - qi�<_
�
OR STABILIZATION ___� --------.----------------------,.-----I----,�--------- -------[---- z --- I ______ _7 I �_�;
� F.--------------.---------,---.-----,----�-------�-------�-----,----,--- __________�________ ___.__________,______ f __ ---
CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, � 9 I -1
0 1 1 i 0 i I �_____:::::__ , I
IT IS DEEMED NECESSARY. x I 0� - - - __
uj I I Lu I - - - 11
m 0 1 a - - �_ -
,It C) n z 0 � I z � � 0 V 0) c� co 1
9 �_ Z) 0 � :5 �R c� C,or
12, A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ,I: -1 � I I i 611 00 m I
N
LO 11 - L6 I 00 N, (d
ON ALL RESIDENTIAL SUBDIVISION STREETS. 0 0 1� 0) - - 1'� m er;
UIN- __ ___ __ --U*),------------U)---�-,---.---------,-�----.---------- _____ c� _1_.._____________ ________� 3t ��____ 4��_,___________0_._ - - L__ __
-0- f - - _15t_ ------------ --------0- 45-- - - _817— -------,-
480 -----------,---------- w - = I �2,t >
z I - () z I, co
�
> �:; 0", ��; 0,� �;; Lu III . m
t . < if z - C', 11
13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS = -1 . Z -_ c-, K b z z a �m 11 >
z =5 ____11______._______ Z 0 ..� ---�---------------------------------- ____________ - ------ ---------------------------------- --------- ------------F-'----- I-----'--- - = ..
- - 1-- 0 a � CL mi I.- _j
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS __ -!4- 0� �_ * S p �- b = ZI _j '� " ". uj
I uj 0 I I CL 2 0� Elf (n x 1�
CL 2 CL m U) CL 2 w I _j
I �_ 0 0� X O:/)Lu 0 w (1) I
WILL NOT BE ALLOWED. 0 0 < F- () C-) X �_ 0 x CL w 0- Lij �_ Lu i.- 0_1 I
x cj� x x 0 I-_ x �_ 0 i5 �-- � 0 0 -I' a� 0 < ,
= = 3� 1 0 w = 0 < Lu r� L I
11-T 12 m p - 0 �� �Lo R a `t F_ 0 z i I-_
- = = u')
14, UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED N U) T_ U) . I > ir- I � co I i I . > �_ I I N W co I 00 13� >:D p _j_j � CO I:c z: —
BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM 470
�
TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE (0 N LO '� N � 1 ('07 !� t -- % . co
r- 04 (O tz) C:) 00 N 'r t1_ I` (O �_ (.0
RESPONSIBLE FOR MAINTENANCE OF SIGNS UNTIL ROADS HAVE BEEN ACCEPTED, Q0 co to m 0) 11- CN il- 117 fA t" (O 01 , .r
rp ,,� 06 -,ai (6 . 6 i �� o6 �� (6 4 cl� 06 11`_� , , cr; ,t,: ,-: I'd 05 t_� (6
C5 *_� <z; 6 �� Ili x,: r� V-4 ci kn .14: �n 6
tN� CN V_ � C) C) t, C) C) C) ��) 0 0 m 01) � m !� Z� 0I) m 00 00 00
LO to III) �)� u') LID 5� U*) `t 19t w "t Iq !� It It � 14, NT 'IT
1`0 tr� tr� ILNCI - Nkri N% - t. �, t. `�` t. - 11 -
u') LO U-) kr� 1.0 4-) LO U-) - t. '10 I t. `�' !�� t. "t t.
_tm ttg . LO tcr'? t N 5� .10 �� tco ,% ir� o) � 'r ! c') ;�
"� � �� �
, . .
� . ,
15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL � . . t t t t t 11
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE I I . . - . . I � . . . F . - I ___j
I
- - -
I
PLANS SHALL BE NULL AND VOID. I 10+00 11+00
16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE
DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S
DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL PRIVATE ROAD PROFILE -
SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM SCALE: H: V=40'; V: V=10'
TRAFFIC CONTROL DEVICES.
7.
4
EXISTING _\
RIO ROAD \
I
4'
12+00 13+00 14+00 15+00 16+00 18+00 19+uu 1 2u+uU
550
men"
we]
510
we]
MIS]
Em
470
-BUILT � . AS-BUILTS
-ar
'V I�' ,JA�
_ �_�� Q 61 ) -
,
-1 — � r.,I r !-C 0I
- " el
:5,50- -?,'15vr_".gx_f0_e �0_!,_A
-9 PLI \j e- \" t4-v/ � I
T
I a-ep-, L�,,,,\� s tav_x_ � �,e, ().
� _ �;,I��
5 t J-0, !�,,,,, f- ,PC- ,�
-
,sje, wqx(Aao-t�zc9lLf
tv — MAY -
-,m t, �_ -
e_'11
4 P!IIIIIII�
0 �"4
��
1!�H 4III4
rilk,
EIIIIIIMH \I,,�4w
;
r)
0 �__"
11!� Nl.�
Em"IIIIIIIII 04 00
cn4 4 cc
�4 E"",
;;�_ 11!!� �M4
�* �4 �"H
C) 6 �ZH ��
0 0I
�� te"NA ��4
I � C)w 6"� c
�4
� e� cn
�� rI V,.��
�4 —
4 rI
)4 �MH
r-7-1
4 , On"
E"H
fg!�
��-
��
^100
� �.I
n
�"H
i
I
I
i
i
I I
I I
I I
I E �JDL% TJL3\A i
i
I P.C. I
) i
I
I
I
I I
� CIVIL ENGINEERS I
�
LANDSCAPE ARCHITECTS "
224 COURT SQU,ARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4005 FAX 434-295-2103
J&�'VALTIJ j;r
,
,� I 'r
0 t1m
O'�� j�,
,
U "p,
II cf,�7!zr
ry'101
-ev
At . ranklin 1:7�1
19.
Lic. No. 35326 I,&,
_�,
V,
'
"6�
'
""
- ""' _'2 4��'
� 'VS10MAL:4F
SCALE. 14: I"= 40'
V. 1"= 10'
CONTOUR INT: 2)
DATE-� 10-1-081
1
DRAWN BY AGF
REVISIONS: ,3/16/09
•
STORM STRUCT. A3
VDOT STD. \AH-1
- -------- ------ ----
RIM 499.99 89.79
INVERT IN A 77-46 (15" -'B') 477.54
INVERT IN 4:77,76 (30" -W) 1477.59 STORM STRUCT, 131
I NVE RT OU 47:7.66 (30"
-'A') 47T39 EXISTING GRADE PROPOED GRADE. VDOT STD. DI-3C (IO'LENGTHI)
�
STA 11 +58.52 1 1
===7777777- 487-45-487-.4
------ RIM
INVERT IN 479 45
INVERT OUT479.35 479-36
I < 1
Ts
I j I I �
00
O)l ce) L0 (01
C141
U? OR
CO Ln 00 C)
00 00 00 00 00 00 00 OD 00 00 co
"t I d
qgT v
------------- - - - ----- ------- ----
10+00 11+00 12+00
STORM 'B"PROFILE
STING G
STORM STRUCT. D2
STORM STRUCT. A-7 VDOT STD. DI-313 (6'LENGTH) 1
'I STORM STRUCT, Dl I
STA 10+00 11+12.15
DOT STD, DI-31313 (6'LENGTH)
RIM 567.83 50,6.86 TRIM 508.35 500.24
STA-40+53,60
4( 7-3 t-. - 50-4--36---
-INVERT-IN-49-- _-_ _15!L,�D ---RiM 56:7.95
510 1 1 -] 510
INVERT IN -5& -.eO-(l 8" - :0.11 INVE TIN 8,17--60!.83
INVERT IN 49:'-.�(30" -'
A')
INVERT OUT -9�17:%
INVERT OUT-, -97AB (30'-W) 497. 7
---------
/o
5" RCP @ 1.31
8.21 LF OF
ISTA
lv�
12" MIN. 1
500TYP.�
4.08 F F 16, RCP @ 2,31%
<Pit
w tz-
00
4901 CO
7
C) (q coO�
l C)
I
co 0 00
V_ o
LO LO LID
ii
L - -------
10+00
STORM U PROFILE
•
10+00
- ----- - -----
STA
RIM
INVERT
469.50
IN 455.00
'
4" -'J)
INVLRTIN454.21
('8"
1 -'K')
INV
RTOUT 454.1
(EX.)
it
I
it
m
co
CID
C)
LO
LO
ul
c
LO
6�
(0
10+00
STORM WPROFILE
'IT
III
C)
LO
Me]
520
510
STORM STRUCT. All
VDOT STD. DI-3AA
v-
EX15TING
GRADE
ROPOSE_D-
VDOT STD. DI-31313
STORM STRUCT.
(1 O'LENG
A4
H) I
STORM SRUCT.
C3
VDOT STD, DI-31313
(10'LENG--H)
NEW STORM
VDOT
STRUCT
TD. MH-1
ZZ
STORM STIR
CT. Cl
VDOT STE,
STA 11+4181
MH-1
STA 10+00
I
RIM 493.i�
492.85
RIM 491.60 491.62
INVERT IN 48,G7
RIM 49'.43
INVER11
!,Q2 ---JNVERT��-OtYT-48t.-8-3-�-,-r
IN 482,33
VDOT STD.
STA 10+76.0
H-1
STORMS
OT ST0.--Dt;:l--------------
RUCT. C2
INVERT OYT
485.80 484.7
5
INVERT IN484-4-3-(
INVERT OUTA78.84
30"-W) 480.92
(30"-W)
47&62 I
RIMS 489.31
INVERT IN 4E2795-482.88
STA 11 +2.
.61
�z
INVERT OUT` I
482.96 1
RIM 489.7�
INVERT IN
489.49
483.9q 484.04
7A
7
INVERT OPT
T 488.81 483
12" MIN.
TYR
- -----
LF 0
2.75 LF OF 24
:�GpI6
------
L J_
F OF 241
4174
@
3 r) 83
J.0
17.07 LF OF 18"
47 6F 9F 18'H4GP
RCP @ 4.16%
6.44%
, cv
@
L-------
- ------
j
�¢ Viz--
I
,
I
,
00 00
CID
19
cq
cq
0�
i rl-
I 00
CM
0')
co
00
00
00
00
00�
00
00l
00,
N
0),
---- _
-
-------
10+00
STORM 'C' PROFILE
480
RIM 510,6:7 518.47 I EXISTING GRADE
INVERT IN 610.93 (24" lW) 510.84 PROPOSED GRADE.
INVERT IN 608.08 (15" 'E') 508.12
INVERT OUT 60:7.98 7.97
STORM ---- ---- STRUCT. Ell
STORM STRUCT. E2
VDOTSTD. DI-1
VDOT ST D. DI-1
STA 10+65.51 STA 11 +21.59
RIM-513,59 513.64 �
I RIM44-311 -&13V
INVERT IN 609.69 509.79 [UVEf �T UT 5i 6.50
T
4MV_E�TPYT� 1509,56 ru 510.71 1
-
I I
F 15" RCO,
56.6� L
LF OF 15- RCP @ 2.18%i j
66-08
J------
i
CO q
(0 CO to 00 m
r--! (0 (0 41 L61 (61
u) to LO 0 0 L01
-----------
- - ---- - -_
1
10+00 1+00
STORWE"PROFILE
I
E
j
STOR
STRUCT. Kl
VDOT
STD. EW-2
ISTI�G
PROPOSED
GRADESTA
GRADE.
1p+47.26
I
I NVE Rj
IN 466.75
1
_T
zv�
- ------
I
@
"RCP _]IT
2,416 0
1
C)
(0
N
I 7
0)
0)
mj
6
,4
(0
N
(0
11-
co
- - --------
11+00
12+00
•
450
520 1
PON
STA
RIM
INVE
INVE
510
500
510
470 1
450
11+00
STORM
TRUCT. JI
RISER (84")
VDOT §T
STA 10+9
1.66
I + 30
1" -.50
'
-
RIM 471. 70
INVERT
458.68
�rIN 455.00 (24'1
-U)
OUT
I
R IN454.2l(48'-'K')
R O
X.
-----
J-
I
EXISTING GRADE
I
PROPOSEDGRADE.
--- ----- --
PC?\ @
92 LF
F 24"
T_ CD
r- rl_�
CD
T7
N
C,41
1
i 101
L01
C)
(0
lbI
co
It
(0
1
10+00
STORM SPROFILE
480
515
470
I
__J
0
460
0
450
------
1
-
STORM
STRUCT._7
I E (ISTING)
�TRUCT.
ST11
023
13+,
STORM
STD.
A10
DI-31313 L�NGTH)
Rif
INV
(EXIST(
52 33( EX!
RT OUT
F
G)
(EXISTING)
VDOT
(6'
S-T-A-l0+(
-----RIM
EX
GRADE
518.1,
INVERT IN
INVERT 114
0
5`18.68 (18" -
606,90 (24" -
512.32
507.05
PROPOS�D
GRADE.
INVERT OUT
506.80 506
77
Y O
I
,p
OF
0�3-,06
jI
LO
IN
CID
N
0)
LO
u'
cjj
C6
10+00
STORM UPROFILE
11+00
53
0
520
510
12+00
SD A7
STA I 0+�o
RIM 506.86
INV� IN I P�' EXISTING GRADE
G) 00.11
ADE-7
PROTtOSEUGR
INV. IN 497.20 (30")
I
INV. IN (15") 497.11
INV, OUT 4943 (30") 49.07
SD G2
DOT MH I
v MH-1
STA 11+03.00
RIM 516.12 510�1
-, I SD I
VDO" INV. IN 504.47 50 .62 (G)
DI-313 (6'THR DAT)
INV. OUT 504.3 - 04.43
STA 110+27.50
RIM-150:7.42 507.41
INV, 236
- ------- ----- ----- - ------
D, 2.72%
18 HDPE @
A _.___________________ F____ -
L
11/0
7" 27,A0
@
- -L
"ID?
.........
'Mo i 0 0
STORM 'GIPROFILE
506�86
IN (1 5.')
OUT (3(
MCI
i
- EXISTING GRADE
PROPOSED GRADE
--0TRUCT--.-N`2--�--
-- -------
rM S
VDOTTp.
V
DI-2A
STA 10+16
RIM 479.
5
AT
INVERT
472.75
STORM STIRUr.
N1
FES
STA 10+00
INVERT OUT 4
2.00
16
LF OF 15" Rcp
col
--!I
c�
I,-
col
I
00
w
�D �D
XXJLXA
CONCEPTS P.C.
CIVIL ENGINEERS
LANDSCAPE ARCHITECTS
224 COURT SQUARE
CHARLOTTESVILLE, VIRGINIA 22902
PH. 434-295-4006 FAX 434-295-2103
0
o Alan G. Franklin
Lic. No. 35326
A
0
AL
SCALE:
H- I"= 20'
V. V = 5'
CONTOUR INT:
DATE:
10-1-08
DRAWN BY:
AGF
REVISIONS:
3/16/09
SHEET
OF 2