HomeMy WebLinkAboutSUB199500026 Executive Summary Final Plat 1995-04-18 COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
AGENDA TITLE: (SUB-95-26) Rivanna AGENDA DATE: ITEM NUMBER:
Ridge/Woodburn Ridge Final Plat April 18, 1995
SUBJECT/PROPOSAL/REQUEST: Private ACTION: INFORMATION:
road request in accord with Section 18-36.
STAFF CONTACT(S): CONSENT AGENDA:
Ms. Hipski ACTION: Yes INFORMATION:
ATTACHMENTS:
REVIEWED BY:
BACKGROUND: This request was previously reviewed under two separate applications. (SUB-93-004)Rivanna
Ridge, was approved with private roads on March 8, 1995. (SUB-93-003) Woodburn Ridge was approved on
December 14, 1994 with private roads. Because the applicant did not meet the conditions of approval within the
allocated six months time frame, both approvals expired.
RECOMMENDATION: The Engineering Department has reviewed this request(See Attachment 1). Staff has
identified no change in circumstance to warrant denial of this application, therefore, staff recommends approval .
A:\RIV-WOOD.SUM
ATTACHMENT 1
COUNTY OF ALBEMARLE
of
•
Aid;
MEMORANDUM
TO: Yolanda Hipski - Planner
FROM: Glenn E. Brooks - Civil Engineer II --
DATE: 10 April 1995
RE: Rivanna Ridge and Woodburn Ridge
A request and justification for private roads on Woodburn Ridge and Rivanna Ridge has
not been submitted for the site review submittals of 16 March 1995. However, as
requested by the applicant, Albemarle County Engineering has reviewed the information
from the previously approved plans. There has been no change in road design standards
and no change in the ordinances since the original approvals. Albemarle County
Engineering has approved road plans for both cul-de-sacs, which appear to be unchanged.
Therefore, Albemarle County Engineering can support a request for private roads on
Woodburn and Rivanna Ridge.
Please contact me at your earliest convenience if you have questions regarding these
comments or require additional information.
GEB/
copy: SDP-95-026
COUNTY OF ALBEMARLE
EXECUTIVE SUMMARY
AGENDA TITLE: (SUB-95-26) Rivanna AGENDA DATE: ITEM NUMBER:
Ridge/Woodburn Ridge Final Plat April 18, 1995
SUBJECT/PROPOSAL/REQUEST: Private ACTION: INFORMATION:
road request in accord with Section 18-36.
STAFF CONTACT(S): CONSENT AGENDA:
Ms. Hipski ACTION: Yes INFORMATION:
ATTACHMENTS:
REVIEWED BY:
BACKGROUND: This request was previously reviewed under two separate applications. (SUB-93-004)Rivanna
Ridge, was approved with private roads on March 8, 1995. (SUB-93-003) Woodburn Ridge was approved on
December 14, 1994 with private roads. Because the applicant did not meet the conditions of approval within the
allocated six months time frame, both approvals expired.
ECOMMENDATION: The Engineering Department has reviewed this request(See Attachment 1). Staff has
identified no change in circumstance to warrant denial of this application, therefore, staff recommends approval .
A:\RIV-WOOD.SUM
ATTACHMENT 1
COUNTY OF ALBEMARLE
°Y A
. Qom.
4 le
f'rRG1P
MEMORANDUM
TO: Yolanda Hipski - Planner
FROM: Glenn E. Brooks - Civil Engineer II - 4513
-
DATE: 10 April 1995
RE: Rivanna Ridge and Woodburn Ridge
A request and justification for private roads on Woodburn Ridge and Rivanna Ridge has
not been submitted for the site review submittals of 16 March 1995. However, as
requested by the applicant, Albemarle County Engineering has reviewed the information
from the previously approved plans. There has been no change in road design standards
and no change in the ordinances since the original approvals. Albemarle County
Engineering has approved road plans for both cul-de-sacs, which appear to be unchanged.
Therefore, Albemarle County Engineering can support a request for private roads on
Woodburn and Rivanna Ridge.
Please contact me at your earliest convenience if you have questions regarding these
comments or require additional information.
GEB/
copy: SDP-95-026
ALBEMARLE COUNTY
31 /�/�\ 4965 4963G962,.'' \ �� �4���"/ 50G�14,,,,,a964 .498, E T10 4 E Jsta �-
C 411050F IA / • 40,, c� / \ S2
44:11P46111(11011111111t 9
SOB <P ,I. �
49C 12/ .9 441,5,...
]\. �/71. G'' 99B-Ar� ` 50E2 I •' ••1'�
q 2 48C Yy 49CI,- �., we:,,,,
`._1 53A
1 , .ABC 4 8 D B9/?J 50E3 4 ,
i 4601 59 Al4) • �- 53
immminiiiiiii
4SG •
S`, �� 50E9Ili Sq 59 ' ✓.
asc set \�Alz)\. • ssc L c,� —
ABA S SSB
al
111111
SUB 95-26 I ® 59L , 9E 59 A1a =� _-
\ --`4
Rivanna Ridge — 59 39A111 s 4�.�
C BBRI 74
v\� 39J y J'y B4
• ♦. \` \\%\\% 59 N
��W 4'"9 D 59F \ Si58
/
/ ` \ �4� Izs IZD 590 •
\� • 59 G
3C8 \ \ / C 44 , M • 62 % y 60 EO
a3 p
8 V A� \�:� ,\\I,
MB � Iz4 � ✓x �\K/ /A�1 ,\ C / I ✓" z
.. LOT - $ 63
.:•® / 61 � � _
_CITr L L 1 43A ` 1
•
9b i I wB
Ate
5 F I l\A 91 /4 `6, ,� o.`
,�` .kv;1, \\\` _/( Ia7 ♦141 lap , TO 5EF
AP A J ��� 6S 46 IBD
fitir
Ar 40 ,.!,
44 TF �. 39C ��. 1\ 46
/ 1111‘IB.N6\ �• _'I�i 3B 34H 4cDi ; 1`dillph. � 67A �)4� i \-�,_ � \�
r ® I ,�/J ,.-•R ... 4,4 /SEE
111 d h 46-I9C
S 5 T9� In_ ` C, ®��36N
® /
SO S.611.11, F ialigI/ 36J i�' ',
1if ----
�� �.-1 A® �361 ¢ �� 4, ��i
• ,
r-,5 ` 3,v 31T 31R� / 1 ��
.„, ,„
„. i, (,,
.&
1 \ `1,,,iiiii!iclik;(k\ ri.. 1Tos
,31M,31N\\ 31P list
6`� oA �� 1 1 _ 1,1u Y Boa���`.-.// ��.,RESERVOB� i iAiie /,' i-
® S CT 0 4 B
';,...„.
��� -,- - Is4ros z74-0. i8C6B<74
•� 210 �/d � BIQ68• T sl� o� ye2
�/ \.•\O 31J % 87 fFOA 86 112 /#
.0.c_ ,,,, ,),.,,e,"/67,7,,,,' at ,i 0 t 444 --4-•.,.,_i__..q.,,, 4_
• 1 1 tAti, ...3o.
ilio :? - - III i
8 i ni10 .. .. .. .. u1 ��
C
J 4 I'
9
S 4
A
Y
W
11 0
S -
u v4 \''''•••••••04
IID
�, /ii\\\*
19A f20A _41"IL IBM ',Oft' t® sc c. \, �it�rl.PO �$.� Nil
� ' I41IBN I6 of NY iL 2h`�'6'lD�`3y''26A2 :034�rSECTION 43C /��/ ,,,� `6,, IIT Tye\ q.' ,A s. - ,... iii_ ,,\ 1 - I,R •AZLAZ 1; �� � !w 94B �\ EETION 6A1
IBO IBB IB l 22®,M1,Pi -)/ 25 ��� • �, `�
196 IBE IBC ! �: . •/1• I/� ,o•• �i:,.a. .4
♦•♦ AGRICULTURAL & FORESTAL DISTRICT 61
SCALE IN FEET CHARLOTTESVILLE , RIVANNA aSECTION 45
400
0
'°° "°° ••• "°° JACK JOUETT DISTRICTS
FLOOD PLAI N L I M I T( FEMA )
_ _ _ DESIGN WITHOUT -i
.; � �°A�' _ _ _ _ _ l _ - -- _ _ _ 1 _ -es� - � ELEVATIONS W
_ IllEMERGENCY SPI W1._ _ y, FR. -1 - - _ _ _ .
/ / I - � 7q.4o - , j'_ - - 1 >� _ _ _ _ - - _ _ - - - - - - - _ _. _ _ 1 - _ - / .r� ( RISER POSSES 25-YR. I
%
01,
/ / ' '' /-- \� `�\� �� / '/ - \ \ \ • `�k, / /,/ / /I. / .lol / // ' �- �•- _- -�- +'�--_ _L__-._ _ ___-_--_ ?-� \ �� , v SL-VIM .� nor►... �...-._. _.---.__-_ -
/ / /' />� .��\` �� SOUTH FORK RIVANNA RIVER RESERVOIR W = / / - �, \ \ �' ' ' ' '/ / -- - - + r - ' ` - -- - - - - - -- `,�� '
__ -- 4 Er
/,% / ,/ � -i- �\ , ♦ N •� S 382 / / \ I I ~ I / v / / / / // // /// / - /i / �_ -- `Cr/a - i - -- JI- __�..� "� --- - - - \<�� \ /, {
• : / / / _ _ - - - �\ ♦ \ 1.` / -\ I I \ V / \0 `� / / / / � / / / / / _s - - - - - - �"` _ - - - - - - - - - ` _.,� - �N�~' ! 1
• ,, /' j/ ____-_ \\� 100 YEAR FLOOD PLAIN ELEVATION = 391 / / I I i / / / --� _ - _ _ _ o `\
.�1 4 / - \' (FEMA) �, / \, \ 1 I I 'I ' \\ II lI 'r / / //// // / / '/oe / ' / �,/ - ,,X-- , , , - i -' --
- _ - - b ```- \.`� K 'ir O
GGil fr / / / / / ,/ ., , \�i� . \ /z /r\ 1 I , I I I V1 + ' Q10, op � / /',0 / / ' // r /� / /- r ,' - - \�'/� \`� �,�,�` , ICI
• A♦' /• �• / I / , /'7'! - - \ \ \Ilk, / / {" . \ / / / = / / / / / J - - - -_ice - -� _ \ V�cc,` ♦ \ ` ` '.� 1
11
TM 45 PARCEL 10 / - <- `N ` �. I I 1 I ► / ' // / / ,- I - ___ - --,- �` `` 1
I / /, _ , � / ,/ ! I > �/ / i / / / / -! / ,LlM17,'OF P/RORp ED ' > / - \�>..x, � \ � r��.
/ I! I I I I
J I / / / / / / / /''` / / , ,�- 6UI L/01 51T/E' / / / / / _ - - �` • ` -v 7 .N I
/ I I I I / /.1 , / , / A/PEEA , /
FLORA MAY PATTERSON � \'�, 1 / / /� �/ , - � / -
ZONED RA / / / , �- -- : \ ` / /. -, / , I I / /� / ♦ . - �/ / \'I - *1 ,
,' s� ' I / / ' ' ' \ \ -�- �'\ \ ° \ �/ //'/' I I I / I I I 1 �/ / / / //- / ,/ � / , / // / / // �! I : ,` , . ,// /i `r J \-- � -`\� I,
l p �.1i A
I 1 / / I / ` \ \ \ 7 %- // I �:I , I I I I 1 / / , / �/ f / /• / , / / // % �'. a-jr - _ - - \ - -
�\to / I / / I / / _ - - -� - _ \ - ,i r / I 1 / / / / /- / 200 (SEPTIC A•ND BUILOIN _ - 49-�. \.�►
A ' I / / / / \ - - \ � � �►:_ :•' �' . , I ' l / I I I ( / / / , /. I / �\ , , , , , �/ ;' / P Y" ' - _ �` - - / .` - \73 vi
O 1 Q I I r ! , % ,// / , / / - _\,\ _ _ _ - �`\ \ ' -- /� ,� ' ! I ' , i 1 I , // / / / / //j �' / /' , / /% ,SETBACK FROM �EN1A� !0� YEAR / ,' j /' /' ,;' i �, _ - - - �- \� \' `'� \\`. �. ` 'D h
1 I I I I 1 ` r / /\ - - � _ - �` g 4• 1 400 -__ - -- r �i - I I l I / I I I I I / � / / ,% / / / / / / FOOD PLAIN /j�1D Z;ESO'/1�Ul�C'fFF, /' , / Y- / / / , , i � _,�.
. - - � i \ \ ,Z \ ,\ � I
�� I I j 1 / . \ 44 �- - Ay N i \ l l I { + �/ / / / Ll JT°.S/ Of I d' ! l NT / / / , ' /. • / h \ 1 �� . . \♦ I T M 45 PARCEL 78
1 � I I I / I I / I ,t / - - - -- � - - \ _ 5 l�'46rti G/� ra" i� /� i I I / / 1 1 I ./ / / / / / / _ . - - - \ 1 \ ``
1! I -\ (4i}d -� I l , I o / 0 RO 8 UF'F E R\
1 I 1 ! / , I , , ,' \� '�_ -��� \ -4 ��� >' I l / Ill l / //,�\ 1 I EX // / // / j, WR� 9lfFF R / / / / // // , ,/ ,/ /' �`�I`��\ •sal NORTH EIGHT COMPANY
\ I l I I 1 I (/ I ( i I \ .,. -- �� �� -`= --- _'�� �► .. I \ I l / I I /, 1 . \ I I // r�/ / / /' /� / / / / / ' ,/ / ' / , // / / , / I / - r - - - - rilesI \ �
\ I 1 I I 1 / / � - 1 / / 1 / / I / / 1 ,r \ 1 I 1 ( ' / / / ' / ,/ / / ,/ / / ,/ ,/ , , // , / ' - - �\``�� `� - ZONED' RA
\ I I I i /I I i 1 1 I , `. !'LOT ��--__��-z�� - 450 -� = , I I , I l `+ (\, Jr, / / �/ /. / ./ / / // / 11 ' / / / / / / 'XISrfING BEELINE _ - - - N \
\ ,� ► I I I V I I OIO' I T I A`� D + ' // ,�4'z` AC _\ � ` �; � \ _ _ - I / / / II I'iIf \ ' I I I / "_"-j // / / / // / / // / / r / / / // / / r / " `I - A D ♦\ \\ o
\ \ \ I i1 yI , BUILDIN S�TBACKI I I / 5 \ _ \' � - � \ + / / I I' 1 `, `� I { / /� / / //. / / / / / / 1 / / , - � - \ �\ ♦ \, \,
'%r
\ I 1, \ I 1 I I + \ \ \ / , /' _ � _` 475 +� __ ,11 \ If / / /'� 1 I ` \ ' , I `-1 / / / / , - / / / / / / , , '/ I/ , / I / / / // / . / / / /I I I\ \ \ \ . P
1 \ 1 1 \/ � -- - - 1 I \ ,` �' / / / / / / / // / / / r % ` ,o
\ I, I) \II 11 \ \ \` \ \ \ \ / / /' I -- �--- -- �-= _ _�30 ►���-•��-`_I�_ _ -~\ \ I l i`j I I I \ \ \ 1\ I I / / / // / / / / / / / / /' // ,/ ' // // ' r / /' ,/ ,/ ,' _� --"_ 410, ` \\ \� ♦\ \`�
. \ : I \ \ _. _ _ --__ O -- -. _ ♦ 1 I 1 \ \ 1 / / �-/ ✓ - / / / /41 / / / /
�'\ \ \ 1 \ \ 1 \ / �/ , , / �`'�� - ----- - --- -- - \ it / 1 1 \ \ \ \ 1 I / / / / ! / / / 11 ' / / '' / / / / ' / . . \ \ \
\ + \ 1 \ \ \ \ \ / / j� -- _�- _ _ _. __ - \ �L / I% . \� \ + / / /.N43Z' A MIIQIN{l)M,OF T,�,/OL) /LOTi s ,' / / / / / / / :--ram , . - \ \ ` `\ I h
•M 45 PARCEL I I D s \ \ Si \ 1 \ \ ` \ \ \ 1 I 7 ' ' / _ - I \ '
\ { `T - , 1 1 I 1 / / /• '/, i S) S M UST i5&FOSj P , / / / IWO� TOP OF, eMB�AN KME N1US-r, , � \ `` ` \ \ \ `" � / 'A
EBRA PHILLIPS \ / / - - - _ _ _` - / w I A ., - .� • \ Fj
1 1 I, 1 / I g2g _ 1 1 2d0 SL�PTI AMO BL�I�DING\ \ � 'Tti�! DA a tC D / / �� " ' \ /
• \ _ - _ \ 1 \ \ , / / • I Y� K�AIJ 21' 5 AC. i �' • i -S / /
/' s \ \\ I `\ % \, \\ \ ` 1 \\ \+ I I I I /' ' _' / l / m = _ - LOT 81 I I SOTBACI< (FROM EDIGE\IOP\ \ "A/. / �91J V 5ArP� / / / / / / // /' /, BE A4 MIN. OF lo/ ,l.t`7E / / // / ' /. �•�_� - - - \ / y, \ /
OWED RA :, .\ LWr V 1 \ 3 I /31 UI 3 • - �\. �PI\4 A I I FLdpDP \ I r / � , / / / �' /,� . r /
,z D \\ \\ \\`` 1 \ \ 1 `, \ 1 \ 1 '. I I / / / I - - - - - - - _ _ -. \\ \ I ' I\ \ \ s� �\ \ 'I , I\ ^s / / / / / / / // � 7_ , , ' , /.. r / /, / ' / I. �/. LOT 5 .�� • •\` \ �\\ /' /
1 , \ \ •`\ , ` \` 16.0�1 AC I ' I I 1 I / • f r I - \ - \ \ 1 , I , \ 1 \ \ \ • / \ \ 1 1 � / / / - / f / , / / / ' / �/ / . /. / • / . �/1 �S�O r / / , 3 . 9 A C , . ` - i / ,/ / - _
\ \ t \ I I I I I - / - - - - - - , I \ I I I \ , \ , , 11` , �� / / , / _ , , , , , , , i' , �/ r \ \ \ ,/
\ \\ \� 1 I \ I I :_ I / I / / '-,. / r• r - - \ \ 1 I I I \ \ \ \ \ \ { I I , / % -, . / / / -a I /. / _ \
\ \\ / �� _
/' / i _
_4_4 1 / 1 / l E STING r HOUS
TM 45 PARCEL I I E \\\ `S \ `\ N'; \\ `I ; I I ; 1 I I �r 1, l/ t�\ l/ / / / � � - - � � ` \ 1 1 I I 1 \ `\ �% \\ ` / \ \ 1 t / / / � �, % % / Y /. .. , / I I ..�� \� ` _ -
G.J. GERKE \\ .Y \� . ` \ `\ \ \ I l I I r ; 1 / 1 , l l / / -----� \ \ \, \ 1 I, I 1 I I \ \ \ r\ '\ \ I I / / �, ! // . •/ , �/. ; / �� 1 r I -
\�\ \ \` \ `'\ \ I I I / I / I / / I I I � / 'ow \\ `\ � ` 1 ' I I 1 + \ \\ \ \ 1 1 1 1 II / / /•. . / . , /' . • / / or00, n I• .r + I I / I J TO EMIT I I . , I i \ /
ZONED: RA �/ / '1. o \ \\\\% - 1 ► 1 / / r / / / I I / l I / ' /� - - \\ N \\ \ \ 1 1 1\ 1 1 1 \ \ I / \ �I I I / r /� �. / /� / ,' 1' " lop 0 / I. I r I . / I. I. �- , _- ��_
/ \` \ ` � \, \ \ �� 1 / i/ IT
I / I l I I N I / / \ / � \ \ \ \ \ I 1 \ \ \ 1 1 I I / t� �y / / ' .r. / t - /' I ' I ,-�- - ' , v(o - o+ _ 1
\ \ .� \ 1l I I I / / l ► I / / / ` \ ` \ \ 1 I I I I!1 / // `!C /' P. / / / / . I % , , I y \ \
` I 1 11I 1 I \ 1 + I 1 / / ' 1 r I r ( j l / 1 / _ \ \ ♦ 1 \ 11��\- \\ \\ \ I / I I I y / / / / � , // i / , / / ' RIBRAP TO�DI TCHT ► I I I ! , i / 'S`� 1 - - v _ - -
\ \ \tR I II , / , / / I 1 / /' \ \ \ \ 1 / 4/ /. / C - I I 1 t ► / /
\ \ \ \ 1 I , l iI , I 1 i , l l l I I / / / 1 \ \ 1 • I \ \ \ \ \\ I I / / �y 5 /pFs�CA1-�R'A"� / ( DET. L1�-A )'. J - -/ 1 ! I 1 , I / I I \\ /
�\ \ `, k I I 1 , \ 1 1 1 / / / I 1 I 1 I ! / / \ \ 1 I \ \ \51\ Sld\E \ \ \\ 1 I I I ' / Q� / /I p/2/D1��1.t.1 / /'/ / T _ ! I I I� ► 1 / I� I • T M 45 P4kCEL 28 , `
TM 45 PARCEL I I F \ \ \ \ 1 1 I I / \z
z \ \ \3, \ I /1 1 , r _/,��,. • 20. L5Ro. -'O j�}�0 I' , I `TOWER L/AND TRUSTl l i f 1 ,�►'\ /I III I I h I���S 1 1 I I ! I 1 1 I\\\\ 1 / 1 I I /. / �•�.�,
LESLIE FUNK \ ` \. I 1 ,; I I I\I I ' - m' I I I \ / \ \ \ \ I I 1 I / �� /�/_,__ / UM C.H' - - - �. -- •-�--- --6 ' 1 I I /. ro' , / ,
A�
\ I I I I ( \ I I I \ \ /' _ - r - '" S,- - I �• . 1 3 /
ZONED RA Q \ \. II I I I I 1\I I ��%
1 T 1 \ 'x1l
\ 1 \ \ � \ t \ \ 1 ; 1 f :-
-- _ - - -� _ - -- _ I 4 /
\ I l I II DD 1 9\ \ I 1--=>�-. , r 1 / ZONED RAsQ1,` 1, 11 I I 1 I I 1 I 11 \ \ Z , I/ i :1 / �- - �� 'n -_ I I I •. /- . / / s r ,`\ \ \t , \ I'1 \ \ ` 4 I I 1 1 \ \ I / I f I, / / i - - l\ \ ',1 \ , I`\I \ � {\ \ 1 ` / t 1 I p,g ' \6 \ 1 , I I 1 ` I /1�[.. ,` \ I I 1 ' I ' / / / / / / / / / / ' L4 I t ' ' / / . ' ' / /
\ \ \ I' \\ •.1 11 + \ \ \ \ \ \ \ 1 � I 1 I \ \ I l 1 1 \ I I 1 /. �-�T�/ / I / / - . 1 , / l
DRAINAGE AFEA = 4.-15 AL
REQUIRED VOLUME _ �.3(*Cu fJS
DESIGN VOLUME = 873 eu qdS
RISEE': (p FEET OF I0" i:MP
F12" CMP AT 3,94 %
LENGTH OF 6ASIN: 14ur
LENGTH OF BERM: 304'
EXCATATION REQUIRED: NO '
BAFFLES REQUIRED: NO
ANTI -SEEP 1
COLLr1RS: DIMENSIONS: 4
ELEVATIONS:
TOP OF BERM: 5 19 '
'
TOP OF RISER: 516
PIPE INV IN: _ 513'
PIPE INV OUT- 510'
LOW POINT: 510'
EATER THAN .,
* THE SIDE5 OF THE BASIN MUST BE NO _.
FLEXIBLE TU811.I1q DIA. r 1'71'
ANTI- VORTEX T 2'7" PIA.
45" WE IyHT.
OCWA'TEICINI.j OElrICE' /5"
11
�•\ \ \ 1\ \ 1 \\ 11 \\ \ \ F \\\ \ 1 I I I \( T\YP; L\SE BA KS; \\ \, i I I / / A/ �'A � / / / -- / loe / / � v �= ��`- ;} � L(I�T L!I / l / o / - STONE CONSTRUCTION ENTRANCE
\\ \\\ \ \ \ \ \� \ \\ \ \ \ \ \ J I I / / /' / I / / '
%\� \ , , \ \ _ \ \ I�So wl E 1�DuN� _ _ '
\ \ \ \ \ - \ \ ET�AC `(I , I % 125' SJ DE\ { \� .� I I I ' /' / / / ' j� R / I 2.,4 AG I/ I \ \ I /\ j/ / n ,•„ •RT,T•.
\ \ \\ 11. \ \ 1 \ \ \ . \ \,'I'II, 9 S � IT ) 1 I 1 \ I I / / / / - / / / / / _� -- I 17 I I N %/ A
\ \ \ \ \' 1 \ `\ \\ `\I \ 1 ( I / /, / / / / / l / /.' = . 1 / ' 5� // . 1 // r.• - l• I v .- / M700" e A win ww
\ `\ ` \ � \ \ \ L\0 T \ N I \ 1 1 , I I ✓�
\ \ \ \ \ \ \ 0 �. A \ \\ \\ t\ \ \ 1. \ \ \ / - I I I \ O8� / 1 / / ' _r " / • - l ' ' / / T_ / , , \ \ \ �C jQ A CUSS AND I 1 I I .I_��1 I I / /f / / r I ! 1 / / -` � \UTILIT ESMT..- / ,pRa\NA(�=
\ I 1 \ \. \ \ \ 11 ` \ `\ \ UT ` ElS \ \ / 1 I I I t I 1 I 1 ( / / /I . 11 / / / / / ' / i��..�`. I / . . -�( A - / 1601� /_ pIVtDE I ..Nos f
\ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ ` �\ \ \ \ �\ / / ? 8 ' I 1 1 I I / / / / / / I / ,/ / ♦ - -• - - 1. \� I /' / / I { t au, n waA� -
SIDE. "'�i/ATl N
\ \ I \ \ \ \ \ \ \ \ I' I I I I / , /� , / / 35 /IREA,R StT tIAC / / � ' .,- - 1 /
\ \ I , \ \ 1 \ \ \ I \ \ \ \ % \ 2_ 1\ I �I \ E I / I I---�I'" I 1 / / / � / / I / / / - , ' • �C� ' `3� 15 12 s� - -- T
T M 45 PARCEL I I G '. Il 1 Ill\ \ \ ` . \ \ \ N ° 3°u .wl�-'�"'� __ I I I 1 11 / '�/ / / / I / / j 'd / _ _ - - - - - - M r (WT-__ L
\ t I \ \� , \ t . `N \ \ I I �I I \ 1 I I /I I I ., / - / / , �. _ .. /Q 6 / _� �A ' 1
MUNIR S. EWAYS \ ' ,� \\ \1 \\ \\ ` \ \I i /I I I I '
�, `{ �'� I I I ! I� I , `"- i � I ' ! ( , I /' / ` // / ,/ /)/ /' I/ /' � / - �-�/ -�' / / / `I / / / • •' . �� /-.yc7•�.-� ,/_ ID� , 1 Dr � � I ��, "•.ra �R�r
I \\ \�1 � \ 1 I \ \ ' I 1 r// / //r / / / r / . 15 - R/I I I
ZONED • RA 1 \ �/ I II I I 1 I / I / . ,� / / / / " . , _ _ - .
I , \ 1 \ \ , r I LJ--�'- I , - / / 1 ^h 0 e u ' / I , / fob /
I 1 I \f \\ - \; \ I `\ \\ \1 _r-1- 1 1 I may- - !- \ \ \ \ \ \ \ / I 1 J / l I, f / / / /'/ / / / /. /� le '/ i/ / / / / / ; �• /, '\' w OD / - ;O;' / 1.1
•,' /, / ,a l v..Tn - T
R , I // %I \ \ \ \ I I ' I I \ -\ -A %� \ \ \ \ ` � \ ` _ / \/ I I I I I d % r 1 / / / / / / / / / / / / , i / / / / /. - LOT 3/ / / / .P - I� :1}{, ' • .. h 0 / / ( roru A10110 9 • ,'°0APP G 19 n
�4/ _\ rantvc oRAwa " N.l
/' ' i ` \ \ _ . • r l / / / / / i / / l - ' r / , .�1Ncr . _ I , Jb,:
i / i/ / 1 \ S+�\ \ ��\ ` �\,(_ ' // I /l /// I,// / /// /, / / / /� �.. / //' -�' ' /.�"' PLAN VIEW '1 I \ \ \ \ 2 \ / / I / / 1 • Z.3 4 25 FRON '"k�i
\ \ SE / i / / / _,
♦•� / � \ 1 \ \ \ \\ \ \ \ \ \ / $ / / / / I I / / , / / / r _ / / !, / , / / �' CI TERNA GAD)
•` �!\ 1 \ \ \ IN , I \ \ / / / / 1 / / / / � S ,• f '>� . / / �.Ni'_ ,r rw. .
/e �• i ," - _,� 11 1 \ 1 \ v \ \ \ \ \\ \ \ \ \ �- \ / / I/ I I \- / / / / / r , / �- / % / /• / / /� -N W .'� / r.
/ /i _ / I I \ \ � \ \ \ \ \ . \ \ �� / / / / / / I / I / / / / / / / / / /\ , • i .. /. ' , / / ; E T (C / /
/ � rj �\ \ \ \ -\ \ \ _ 0•T� 0 // . r� r ' l / I / / / / / / lool loll .' / I , i 1 ' T P I r u.
^JAI n �--�
/ , xe
A/ / ,�"� /� _/ -+ \\ \\ 1I ` '�\ � \ U ` \ ` �.�I.J / // // ♦ r \ 1 I r II 1 / / / / / / /' � - �• per.. r(
/ / W/ / i / I .- - - '� .- / \\ \ �' \ \ 1 I \ \ / / , , 1 , / / I f I I 1 , / / / / /' / / / / , / r 7G %� C1� A� (T F' I C A L S E A J / / rnru ttorN
� / I / , �(p SECTION A -A
�\./IvED RA //., _ _ Z/ /.1 ' /" , ow -- --- - -f 0T \ 1�\ \ \ \1 \ \ - \ /' / // a/ '/ / I I \ I Ill I I I I I / I/ / '/ / / / / / // / .S /O / / / 4fmlI�J J% 'y (IDF •-r
_ I
/�i' l / / / / - - - - - - \ \ \ \I 1 \ , 2 { \ / , ' ,� / / 1 E� ` \ 1 I I / / / , / / / / / � I / CTyP1CAt}. y I
/ / _ ` r / // / / _ - _ O t , 1 I I I - - ' - / /�" aD I QVli�ID,UMp)F T11/t/042� 31E�JS , 1 I / r / /' / / ,/ / DEy0*. /- \1 I r:
/ IOO .�EPTJ�'S'ETBACK / I I �` / c ST/,lfe i�' EPT�C /41\ID B/(LOIN /SET CK /" / / ,,? \ / / /
I // � , - - , - l / / � - 1- - -' r 1 / O / ' � � ° f�A1.�bltr lr OU trc C 11 ., y + I / � ks y � , / , � // I
i -- NN �/ /� / A , BU I U]J JJ b '- - �I I / , / .loe/ It \ I \ 1 1 I ' I I 7 / / / / O / i ,�! / / , / +fr ' \ / I / O+aco m osTt ,� w v.ct
/' \ \ // / / / . /� _ �s�` 'r - 1 1 / \11 ' / / ' %' / >r'`l \ \ \ \ I ' I 1 \ I ' I I I I I ; I I / / / / / / / lzp / LOT 2 , y , / SECTION 8-8
_ I ' / / ' -- ! I l ' 4��2 \\ / \ \ ` I 1 I I \ I 1 \ \ rl / / I Z. ?'AC J. 11 A // /
475_- . ,� I, / , /�' _ - ---� I ► '_ Gam' le A \ L lr I 16 1 , I \ ` , \ \ \ \ \ �� / I I / • /.3 ,� _ .. -'� / /
`� �- I / �� -�.`�! ' fiF //// /' _ - - -_ ��\ \\ \ `\ I \ \ 1 \\ \ _\,� �\' \ --,I IT I 1 . 1 I r �� / • ,;~. ,� /' /� LAND USE SUMMARY 1 1 \
�'`'�\\� \ ' 1 1�_ . , -� I / I �- f= 1. -_` ,\I G \\\\\ \ ;'\I • `A t 1 I \!\ \ \ \ \\ '% \ �r __\ \ \` \ \ \ \ \ I t. 1 . 1. .' � co /, - // \% y\ // /
\ \' I \ �. - __\ 0 \� 1 .- - �� �j\ \ `(RE U� 1 \ \\ \ \ \ � \ \ \ \ \ I 1 . I �' / F -
\ \ I 1 -7 / !/ / I 1 I <,�� - -` --__ % \ 1 � \ \ \�, \ 1� 1 , \ \ \ I I I / / / NUMBER 0 LOTS - 6
\\ / I I `//j r
/2 S�13ESET�A2K I I 1 / � - _- -- -� \ ` \\ � \ `\ \•► � 1 \ �-t-- %%, \'\ _\ "I \\ \ \\ \\ � \ i I I . . r .1 1 ' ti /' /
\ \ -! r / / , / ____...�., I I l '(/ - - - � � � \ \ \ \� \ \ _. \ \ \ s � \ \ ` 1 1 \ I , r I - - 1
\ \ \ ( \/ / / ' / I - _ \ \ \ \ \ \ ' \ \ \\ \ '\ \� ��� \ \ I ► / I I / , 11 / \ // / 'a 11 /
(O
\ \\ J/ / \ / / , ` L0�'' /�llk�A'c_ . �\ \ \, , \, \� � \\ �, \ \ \\ � , _ ► / ,/ / l / I I I '. • 1. �''
\ \ r / / / .2, /� �/ �` l /` \ I I y 1 "-. \ \ �\ � \ \1. --.\ / / /l // / // / / I I I E ISTIN FO �VDATIO1�/ I // TOTAL AREA IN PARCEL = 35.9 AC.
�l \ \\ 'l / / \ / // / / 3y AC - Z. / ,,/ /, , \ �, I I I I � , - `"I \ \ \, I `•-� / / / / I I / _ TO BE R MO D-' I. I --1 `11
\ \ \ / / / / i zl/
l / \tp �\ 1 I \ " \ \ \ \ I 1 I l l // / I _ I .RU �' N St/CTION\500-,` `\\ "Z/ / / / ////-_�/ / - 1 I `l __ _ \ \ SO .. `\-• ► I I l '/ I l - \ / 75' EXISTING GROSS RESIDENTIAL DENSITY = .!7 DU/rAC
\ 1 1 \ 0 / I I 1 / I / � / I l • I OF. A ti
\ . t \l I l / / / / / / // ` 1 I I \ Et. - � - \ \ \ - _ _ )l i t I 1 I , / / __ I / I ti / PUBLIC ROAD V SIGN
\\ \ - c r / , �/ / , � / / .. / I _ _ _ -1 \ \ \ - - I I I 1 1✓ r 7 / / f I , \ I -f • `& 00i ANTI- VORTEX DEVICE DE
\ \ a ( / / / / / /' Y- - � / ' /' .' .'" / \ I\ I I h `. \ \ \ /- - 1 ( I I t , 1 1 , / / / . 1 - V _ I \� le' •' ."w /�
\\ ~- I / / / / / # // I �- \� \ \ �_ - I I I I I I f\ I I / l I l ; e .11 ,/
` \ , / / / ,' - / ' / , - , ` ( - ` \ \ - - - - - - - - - I / 1 , 1 , j , , / , / l I . r REAR \ - - -= / , • - A ° A - I ° TOP ST.TTKR (w RCDUIRED)
\ \ I % \ / / / / /' / / / / , \ I \ \ \ _ / \ \ \ ,,�
/, r .f` / I / I 1 \ I j / / / �./ - / ' , ' ( To- ro.. Am= WELDED
\ I / y / O.I
\ `f I / / // - - - - ` / / / I ' ACCESS VASEI1�tE• 1 \ _ \ \ \ \ \ \ \ ' - - - - - - - - ' / / / I ( , 1 / I / / .-. �w le � , L i t o o PcNw�,A�R 70 CoAw„DA7,ON5.
\', I I / I \ / I , / / // LOT/2 00� - 11 -�TO CEMETi4RY1 - \ �\ \� �--____-- / / / I I I / � / / 1�
\/ - . / !) '.• . ,r = , I 0 1 0 for 1s-cACE colsAlcArtO
\ \`\ A I \ I / / / / / / /' �� A C / \ \ `� q
\ A \ \ \ - \ - / ��/ � ' - � ` ' , / ' / ' / II I I / • / / i 1 � W _ i ' ' / / - ' ' AW a IF ENDS OF
- 1 I :1 I COIMgjrAya S An& LEFT FULLY
/• IR1AL 0B I/tr sTEEi PLATE.
\ fl , I / l \ ,\ \ /b / � - - / / / I I l / / 'Ol / 1 B 1- i � / ' - dop/ PLAN VIEW I I ...- I ," THE ro. o
\ o II I 1 / 1 � / \ \ \ \ / / 1 / / /
\ v. f\ 1 �'t� 1 ' 25 ;SETBACK FRJOM EASEMENT(/ r(.� C/ \ \ �p \ ____0 " / . - - - 1-1 / // 1 I 6?r , ' TA <7 3- � � . ' 'I . --_"I I
� a_=MOAQ[ r" r*OU�
\ / \ CP - \ / \ \ \ I \ \ \ \ / / ' \ - - / / / / / / 1 / I O L'y ps . \ / / \O / / / . I >� I r• : SAL Kc Ow rA.wu�,t0 r,ou
.111
♦ �I-�;� I \' I\ �\ \\ I / / \ -.I \ \\\ \\-_---'/ / // /--"�� �i� // / / j"j`Oga / / I01,� O�\ / /r / /`� w SML PLATE.
TM 45 PARCEL 25C(I) \ ✓ \ / / \• ILO - Q \ / �l� ��� /, / /
r19 A I NOTES
ViRGINIA TELEPHONE ' ' - �-" i' /�S� / 1 /��` q �\ h E/j(11 ISTING 15' WL ESMT. ( DB 460 PG 628) TTUI I� OBENf
�- ` �`_ ' r I \ I \ \ ' ' ' / / / / / \ TOP a IORMLI W RQER.
_-Z�
{ \ / O / F I( p 1 \ fY MEZONED LI � re - -- i3 �--- - � /
\ 1 ' S Z.3 'w / J Q'w S 0 , \ . / "J , / i' �- 1 / / / m " \ I \ \ suppm M 7m WELDED
SV.•orr BARS AK
/ / / � .( / \ (/• one w•,) TO THE TOP OF THE RISER
N.
/ ' , 8dK \ �````\- 1 \ ` i \ `\ \ ' / / / i� \ �/ / P.
9pLTE0 TO TOP 'X R+SCR.
/ / '' ' tS \/Z/ -1 / 1 1 > \ \ / i i ,' Q/ /�J / i1 / Cn 2 l3\ F l ` p~..'"naru"R. OR AnEu+m e* STWS
I 10
�� i // , ,/ �' Z8/I//v u "-\ \ _ \ \_ / / / // / / i %� .. i T, t / / tas0(��i / . \ 1 1 ` {/ i RAu enelu
I
"� 0 \ \ SECTION A -A ISOMETRIC
EXISTING `
/ / / \ 'S� SZRUCTURE TO REMp Ep \� / /� / /' � y�6�I // // / / 49 "o -o �
30' ACCESS ESMT. i / - N \ ` �T
v;✓L
02t I .1 \ \ 12 / �� - r' // / / / i� / / <J �� / �0�� 2 0 PLAN YP t?�Y
( DB 251 a PG 451 ) / c- -'1 / - \ 1 .1 I / O ,A
I 50 ACCE� AND / / � / � �' o -'
\ // ?�\ �\ s / / ?G <^ 4 . THIS SUBDIVISION Ul�c..
TO BE ABANDONED WHEN II '��'�/ / 00� rn� A ' \ ,yl� �• 1 ` LIT LITY E WeNT/ // � y f
1 0-m / �Z D o t� �, I �1- %. , / / / / O �1 N . 00 YEAR FL000 PLAIN .
NEW 50' ACCESS ESMT IS fi' I �_ / y-P;� �,-p
Vc\^�
/ / / P
F EERING &
RECORpED r^� O / `� � \ - // / 1 // / / *. THIS SUBDIVISION IS TO BE SERVED - .
v -v-- cZnzs _
. - 1> 70Z7D0 rnrn / o � I , , - - _ � / �� // , / / < < BY A PRIVATE "�^4TIONS►
D ,. ` _
/
v - 0 D v rn 0- r / I 1; ,(-A
� /�6 \ / �- / / v0 I l N� fi. EACH LOT I S T(] HAVE A 25' FR T YARD SETBACK c: 75
n rn m r . 3! D \ / / / / �9 I / QN
�r N + � =n Q / / . / I FOR EXISTING PUBLIC ROADS), 25' SIDE YAF,D SETBACK
r LNi► "m 1 �r - �1yy ' / ��` ,/ / � I LINESS, REAR YARD SETBACK AS INDICATED 9Y DASHED
\ I
o r (it -�-- Z(5'R/ EDI�AT/ON I p I
- - 1 I 1 - \ 7 . CR I T I GAL SLOPE AREAS Of 25% OR GREATER ARE I ND I GATED
-- - - - - - _- - \ I Im \\ BY SHADING .
_ _ � \
I I 1 \
\ q\ \ \ �\
- -' I - ` \ B. ACCEPTABLE BU I LD i NG SITES ARE TtiQSE AREAS WITHIN T
DETAILS OF CORK UGA TED � METAL � -� � / HE
I I \ \ � SETBACK LINES WHICH DO NOT HAVE CRITICAL SLOPES.
/r + ////
_ ANTI -SEEP COLLAR - _ _ _ _ _ I `
\ ` �► \/'� _ 9. ALL LOTS ENTER ONTO PRIVATE ROAD.
STONE CONSTRUCTION ENTRANCE//'� \ \ _
oaAA� � � > aa,e BAoe � � FRONT 7 5 '-1 \ \ -
amm"im
� or � \ \ 10-PAVEMENT WIDTH IS 20'.
��� O . ( EXISTING PUBLIC ROAD )
(/r t r BLorto I•Itl1 ►at 1f wet Ar wTw 4h \ \ ``
AT e•.IBEtor BouB. + �.
%
�' 4 50' OVERALL SIGHT DJ STANC E - - 1 I I . A 30' DRAINAGE EASEMENT I S HEREBY DEDICATED Tp PRIVATE
.� • , 1 �• 7raw f ws A •D•1 -' - 1 ` _ '
.4EB T SLM ELEVAnoN \ � ., __ - - ` � - -' / 1 SUED I V I S I QN L STREAMS AND DRAINAGE COURSCS WITHIN TH I S
storTEe Note .etD �, son ao•r\BI. sa..}, \ \ \ ,
11 m 'J "' SECTION g-B '� "�" Ar WK _
on"'�T1or a w,eTD ,
,,,.1.« \ \ \ \ 12.THE LOCATION OF EXISTING UTILITIES ACROSS `� _ \ `s•-� OR ALONG THE
-1' \ s LINE OF THE PROPOSED WORK AkE NOT NECESSARILY SHOWN ON
ELEVATION OF tINASSEM9LED COLLAR \ THE PLANS \ _ _ \ ANS AND WHERE SHOWN ARE ONLY APPROXIMATELY GAR-
S. UNASSGWED COLLARS SHALL BE MARKED BY ur mm' ""` S�'DIMEN7' BASIN SCHEMATIC \ RECT . THE
NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING R °T i •HEMA TI C - ` ` CONTRACTOR SHALL ON HIS/HER OWN INITIATIVE
I. ALL MATERIALS TO RE N ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS , ` LOCATE ALL UNDERGROUN
CONSTRUCTION AND CONSTRUCTION WITH
AND BETWEEN THE PIPE AND CONNECTING BANG �j \ D LINES AND STRUCTURES AS NECESSARY.
SPECIFICATIONS. L �wT o '"\ T L ]`T T 7� �� ^N
SHALL BE CAALxEO WITH ASPHALT MASTIC AT 0 ooulucA•ovATc I 1O "`"'a'r~� _ L~ V O (-,J. BOON r
2. WHEN SPECIFIED ON THE PLANS, COATING OF TIME OF INSTALLATION. ""'�'��� D, +R I F%ROI1 l PLAT Jd 4 J F+ F S g
COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO 1 I \ U 9
-AM*00 . ."''
CONSTRUCTION AND CONSTRUCTION MATERIAL 1/2" DIAMETER RODS WITH STANDARD TANK 1'�• PLAN VIEW T I SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE. _
�ELJ. I CREST OF EMERGENCY 14. THIS PLAT UTILIZES ALL D EV ELU P ME NT R I U NTS
-IV _ I DESIGN NIGH WATER I SPILLWAY FOR This PROPERTY.
LiI (25-YR. STORM ELEV.) -
I i A .4gR0''!t " r.ra!;i�����rl
SECT,_ ! Ds MIN ifl.0' 15. BENCHMARK= ELEV 541P.3 RAILROAD SPIKE IM VA POWER
-----
-- -
-- POLE AR 1317E x 25,15 OF CORNER OF CNAItJ LINK
Egg r-------- s s i
Ill
MIN. �•o' ----------- ANTI- VORTEI DEVICE DESIGN FENCE 8M RTE t054 } MbVD 0 F 1929
y. w
I,yc"alt F° A ; .'. RISER CREST -" l w, I I .
e7 C.Y./AC. . •• "' . IY Ito. THIS SITE IS NOT LOCATED INI A JUR ISD ICT IOAIA L AREA
Ns1'1 /4•0 - I 1 z
w DRY w STORAGE DEWATERI NG A ° A FOR PUBLIC WATER O R
' SITE '.,.w�' as,,.ETc � . °
mv,,d,1�1 t- I
a �`� c! N SECTION 8-B \ Try DEVICE I I ° 0strltKe 6r �" S E Illl ER
l .:.. b I ° NM Btu 1 17. THERE WILL BE t110 OIJ-SITE ADD
I y p 3 SA CA . �1 w 6W7ETC Y STORAGE I I to aollRoontEowt. OR
BORROW/WASTE rl OFF -SITE
wop. ctr. R { a 1 EI ° n_" 64"TED AREA .
-- 1 A G' : h.ItF shorA�Cotr. LAND U SUMMARY Y F`• #-{, �}3wal
O I 1 METAL OR 1.1
USE S U M M 33 iii7 � � O I f.[iSU� I�U� w�OIIS W1r1Er IL-, � .
r �--- I I t s I I . "t eTA,RrTroI r rNps or - -
Pp
'c'. -
I �\
�• � � WOG.
ROSLYN
RIDGE\
d
.� �'
"O i° " -
\ TOWNW00 . 4'' �'*r FR ASOt,§ tw+
'A , .nary • ��
v.
GARDENGE
\ �o /R}, . - �• T
. CT._ `►r °r ° '
v. �4M
T
c•
m;FFICEES lhov. ct-. RAINTRE
\� \�BERKMA e?41
1 • arlott•w111•''►',D r(P•• }
,\ h �E o
�J t�.
JAM
tp
I \: � Fash1 n-Square 4, 0•
i '°L
a/ °4r
�r r`' 81 R s S. Y r'`
.. Av ,�
" wo0os �.,,, D
\ 4/ c.!%
O
Chorlott"v,t .
�, 0
o WYNRIDG +��. °`T
�tnyS�,Pq H.
0011FF shoppers o.14 , j°'tl
o•�
o CAMELIA GARDE] D• MIN
_a WESTFIELD
CLUB SOUIR
a A
Try �� IL
mrt"
,'
QUIRE HILL -
�� MIt,L A►TS.
♦ , 1 OVA 1�"'
r
scat. ■' IT I
OLD "'s ("
�� , 1.,., EI100I.
' �,` g
.Nh. ,,
\ \�
A &OR T. ,u I c ,
- "
a� A a i
vicl�IITY MAP
-ScA�E: I" = 2000'
NUMBER OF LOTS = 6
TOTAL AREA IN LOTS = 35.6 ACRES
TOTAL AREA IN ACCESS ESMT. = 1.7 ACRES
I
TOTAL AREA IN PARCEL = 37.3 ACRES
GROSS RESIDENTIAL DENSITY = .16 DU /AC ''
SEDIMENT CLEANOIJT POINT
(w WET " STORAGE REDUCED
TO 34 C.Y./ ACRE)
DESIGN ELEVATIONS WITH
EMERGENCY SPILLWAY
0�A1G mar
rrr.clt)
F%
PUN VIEW I Off" BATHN114CRTOP M rtlLtr
ATWWO
I_11
•
s CrLINnER ts_ QAGE CORPUGATEO ,
NETAI P,T•r O• 'A•RK'A'Tn r ry
N /t
STTEL PUTr.
r ,•„ NOTES
I_ THE ET mtm MUST RE
FIAYLT NkSTEHED TO TM
TOP Or rNE RISER.
W Imm w•) - I. SUPPORT BARS AK WELDED
To THE w a TME RTSER
OR A"ACHEO B'1 STRA►S
wlnw saTEO To Top or Rrsu
I
SECTION A -A I.. I ISOMETRIC I I -
- - --- 1 I ---- - --
MUNCAST'ER ENGINEERING &
COMPUTER APPLICATIONS
338 Rio Road
Charlottesville, Virginia 22901
...
S
6" AGGR. BASE, 21 / 21 A
1": If 1/41' : I' 1/4" : I • 1•,1' \
4• ' :/.
3 _I 9' a d' I -4' 1
5 0' R/ W
I
CAT I
TYPICAL ROAD SECTIONS
SEDIMENT BASIN SPECIFICATIONS
DRAINAGE AREA = 7.67oc ANTI-VOYTEXT 2l" PIA.
DESIGN VOLUME = 1596 cu yds 80 N16IN
REQUIRED VOLUME = `1027cu yds
RISER f 10 FEET OF 21" CMP FL.Irx IDLE TU5lt,ly. 11N
PIPE = 110' OF 15" CMP AT 14.54% PEWATERIIJ( OZI7FICE: 1'3"
LENGH OF BASIN = 1 70'
LENGTH OF BERM = 320'
EXCATATION REO'D =NO
BAFFLES REA-D = NO
ANTI -SEEP COLLARS=2 DIMENSIONS=71'
ELEVATIONS
TOP OF BERM 518 z.
TOP OF RISER = 515'
PIPE INV IN= 309'
PIPE INV OUT= 493'
LOW POINT = 505'
THE SIDES OF THE BASIN MUST BE NO GREATER THAN 2 -I
SCALE : I IT i 100 '
c. I. sS '
SHEET I OF I
RIPF
A'-' l4 .
r
DETA1 L A -A
N-r s
DETAILS OF CORRUGATED METAL
ANTI SEEP COLLAR
co" woo
OGMM 7a .[ lSW r.1.[ b M
.PIPE 1"rl•D4 n q am
O'iRTR,lelAl r6D�
T10 z /T IT r aaT>ED man ralt ,r wrt
wr avmvm BDUS.
-!. . ✓` 1r
.A� ' ' T uu
*=am sea
� commm m N•At
-�1°"°`° �" SECTION B-B D'o 0 a a„e'°
ELEVATION OF UNASSEMBLED COLLAR
- 3. UNASSOIiL.ED COLLARS SHALL OE MARKED BY
NOTES FOR Cat EARS: PAINTING OR TAOOING TO IOENTWY WATCHING
P 41 RS.
a. ALL MAT-LRL&LS 70 BE IN ACCORDANCE KITH 4. THE LAP BETNIEEN THE TWO HALF SECTIONS
CONSTRUCTION AND CCNSTRUCTICN MATERIAL AND 3ETWEEN THE PIPE AND CONNECrINO BAND
SPECIFICATIONS. SHALL BE CAULKED WrrN ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE 'LANS. COAT. NG OF TIDE OF INSTALiATK3N. .
COLLARS SHALL BE IN ACCORDANCE WITH C. FACH COLLAR SHALL BE FURNISHED WRH TWO
CONSTRUCTION AND CONSTRUCTION MATERIAL I /2' DIAMETER 400S WITH STANDARD TANK
SPECIFICATIONS. LLGS -OR CONNECTING COLLARS TO PIPE.
m
ALSEMARLE COUNTY
31
er
CHARLOTTESVILLE,, RIVANNA 8�,
JACK.JOUETT ;DlSTR1GfiS,,
46
SCALE IN FEET
1200 1800 t400
SECTION 45