HomeMy WebLinkAboutSUB199500026 Plan - Approved Private road request 1995-04-18Oo
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TM 45 PARCEL 30 ` t1 t I I I I / / / , / -'01 --` Z 81 S DEVELOPMENT CORP. ( t i 1 1 1 1 \ 1 I I I / i ,' �� j / -�� -� / �� TM 45 PARCEL 29
ZONED RAt Ii I' 1 1 1 11 , \ ,1 �WOODBURN LAND TRUST
!
ZONED RA
SS o ♦ I I I I I I I t , 1 1 I / / / / / 1 /
35 / REAR S4T EjACK / / 550
S \ \ \ \ \� ► '� \ \ �� I // /,' / I I I / // // r
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A \` t 1 It 1 1 \ \ !467 04--00
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2.20hMUNlR S EWAYS
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t / / / - - --- \\ \` \\ + t \ \ /� °oo �_,t::_: MINI UMpF TIWOJ6)
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I !1 I ! !
500 \� �\\\�� •Z/ / ,/ / /� �/ - `_, _�/ / '' I .� �1 EC( - ' �\ �\\ _ _ ___�, I 1 I ! 7 / / / 1 I EXISTING
�' / .,.\ I` I I _ \ • \� \ \ �' _ `- '`I I I I I I I I /I I 1 1 2 II
.00
.01
-I ACCESS SASE N�tE 1 ` `\ \ \ ^ V -�
\ / LOT/ 2 RY \ _- I � !\ 0
1 /� ! / / �' TM 45 PARCEL 29A
\ Q0 1 1 1 1 ► 25'ISETBACK FR M EASEMENT �(. '� I\ \� �' / �� �/ / I �•I 8a /� , BLANCHE STEPPE
\ I � I / \ \ D _ "� /i l0 / / ZONED RA
T M 45 PARCEL Z 5 C (I) �\ `fl1- 1� � � - �,--�` l �, � ! � ,� A , t � \ \\ � � \ � � � / / � /, � � - / , �� E / / � p O ?' -
VIRGINIA TELEPHONE - - .� \ 1 �• , I - ' O L\ /, ' / /
ZONED L I r?s ST),
o \ -� , \ ,
t !�7 4 o Z3 yv S 79 44 Wi S O& O \ �_ \ I 1 \ \ / / / - 5 / c>° c) / -O
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RV
�,''' �
� �B\B3B?/8'
� / / i�/ ' / / �� '� / / �/ , i 2�<•�13` yc�o�<525--�,ST,RUCURTO RMOED ��Sp � Z �
EXISTING eS'�
�
30 ACCESS ESMT_ oZ \ .�� \ \
/N , z_ I �� \ . \ I 50 ACC'E�S AND/ / / �cl\o�\\s // �< ��
( DB 25i PG 451) I / O so UTILITY E1 SEp4KNT , �N
ky
TO BE ABANDONED WHEN Z��
NEW 0' ACC SS ESMT I
RECORDED E S orrnu -o - o oZo _ _ - ,i /1
O0-11>°D7°/\\\ !
5� -r / O I
r - W \ N 1
rrn 215 %ice EDI6ATION
cr _ _
DETAILS OF CORR UGA TED ME TAL ,
ANTI -SEEP COLLAR
COLLAR wrH' FRONT 75' \
STONE CONSTRUCTION ENTRANCE,'
`�"M'� "`""11 USOF 940 ED "' TM` 0 (EXISTING PUBLIC ROAD) \�
PIPc .n„ rrRa1 n n Lsw \ _
(7 1/7 ` r sLDTTED HMO FDR Ir Mm 50' OVERALL SIGHT Ql STANC E - - - ' - \ \ - _
. Yt
4- S FILW •'' a mm N]lRTANX 3ER"
• + • . T r SiCi ELEVATION , A -
B,wo
WELD ewH SOCS / \
s
IK.Uf C MOILS COISTvaATED MCril
COIR.RIOLes Now�_' �.C. SECTION 9 - B S"¢T wC_m TD ,
c}TTON�
CENT" Of ISMO
ELEVATION OF UNASSEMBLED COLLAR ,,.,.A
:.lift SEDIMENT BASIN SCLrOMATIC �\ \
�T '
3. UNASSEMBLED COLlAR5 SHALL 8E MARKED BY , \ !^
NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING
PAIRS. T , ELEL7A TIONS
1. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS v1oT ., 1 "1 raeasvc uru,■,q Tv ,., %
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND co.'m AGrJtI ��u �� „•,
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT _ ;
2. WHEN SPECIFIED ON THE PLANS, COATING Of TIME OF INSTALLATION. '�'" OW CVD0 �'-UTM -"' OF EMEMERGENCY(�
COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE FURNISHED WITH TWO 1 ` a �N° E'er CREST PLAN VIEW CONSTRUCTION AND CONSTRUCTION MATERIAL K SPILLWAY 1/2' DIAMETER RODS WITH STANDARD TAN }
SPECIFICATIONS. LUGS FOR CONNECTING COLORS TO PIPE. r r► DESIGN HIGH WATER
,:.
(25-YR. STORM ELEV.)
r I MIN. 1.0'
FILTER cLmv 0.5'
4 ARROTf! �' SECTION A -A
� ••-r I MIN. 1.0'1----------------
........ RISER CREST
qz
Ivy cmek i
NI Arse '
A
ti
1
t` A
1
ROSLY N
RIDGE 1
1
TOWNW00
r e• y
QARDEN '� It, a.
T19 '
� C T -- C• r7 .
veP IF81RNAM
WOODS
WYNRIDGE
o CAMELIA GARDEIT
,art#
x^• i IT.
OLD cl�
VICIN!TY MAP
SITE 61 N
' 3 SACA .
/ S?wf.r
Woodbroo K
ho ,no so
Shoo,
LAND USE
NUMBER OF LOTS
SUMMARY
= 6
r"
A.
" �.••`
TOTAL AREA
IN LOTS = 35.6 ACRES
+*
F
R ASO?§
TOTAL AREA
IN ACCESS ESMT. = 1.7 ACRES
-• •
a VILLAGE
m.PFFICESTOTAL
1I BE MA0
Shoo. cr-. RAtNTTiE
AREA
IN PARCEL = 37.3 ACRES
"
^
�y
Crtotto+Tr111o4i4
4'EtEo
Fflsni n-sauon
GROSS RESI DENT IAL DENS I TY = 16 DU / AC
►
O
A.
Ch011Offyvit ! �,yo>�4
OvCors ShrrprIA
,.f� �•�` `T
WESTFIELD
o�
SQUIR
° MIN
/ i< CLUB
QUIRE MALL
i
+
141 Arts.
L�o
f
/ YL or�
%
46
SCALE 1" = 2000'
67 C.Y./ AC. DEWATERING
DRY " STORAGE DEVICE
:::::
67 C.Y./ AC.
WET " STORAGE ...
SEDIMENT CLEANOUT POINT
(' WET " STORAGE REDUCED
TO 34 C.Y./ ACRE)
DESIGN ELEVATIONS WITH
EMERGENCY SPILLWAY
ANTI-
VORTEX
DEVICE DESIGN
A
O
A
I
' b' O TOP S1K[/R rR ctir REGUMD)
13._x... _ AH= WELDED
I
- ----- -
-� I
TO TOP AND ORIENTED PER-
O O PENDICUTAR 10 CORRUGATIONS.
I!
0 I O 10P IS-" '6W'401D
METAL OR 1//F STEEL, PLATE. O PRESSURE RILILF Hour MAY
�'.•
K OMMITTEO. W ENDS Or
CORRUW110NS ARE LEFT fully
PLAN VIEW
OPEN WHEN 111E TOP TS
ATTACHED.
%r.rnr
t
CYL04DER IS--_BAoc CORRUGATED
ru w:YW
METAL IIPt Ar OR rASRICATTO FROM
N
STEEL PLATE.
NOTES:
S u«
1. THE CYLINDER MUST BE
FIRMLY FASTENED TO THE
TOP OF THE RISER.
to x Ir -0
�
MII 97E
V' W 1
7. SUPPORT BARS ARE WELDED
10 THE TOP Or THE RISER
OR ATTACHED I., STRAPS
Raor .YIM[TER
BOLTED 10 TOP Of RISER.
I
51
SECTION A -A !
!.,
ISOMETRIC
- P. D.S.
6" AGGR _ BASE, 21 / 21 A
1/4
3'
r
50' R/ W
CAT I
. i
MUNCASTER ENGWEERING &
COMPUTER APPLICATIONS r
' r
338 Rio Road
Charlottesville, Virginia 22901
TYPICAL ROAD SECTIONS
PRELIMINARY PLAT FOR : OF; 3i'(0144f •
RIVANNA RIDGE/WOODBURN RIDGE
CHARLOTTESVILLE MAGISTERIAL DISTRICT
ALBEMARtE COUNTY , VIRGINIA
TM 45 PARCEL 25 (D8 1067 ) PG 218
ZONED: RA , PROPOSED USE : RESIDENTIAL�I�
OWNER: MOBILE PARKS OF CHARLOTTESVILLF4 PO BOX 5548
CHARLOTTSVILLE , VA 22905
TOPOGRAPHY: FROM MAP PREPARED BY
PHOTO SCIENCE, INC.
GAITHERSBURG , MD
UPDATED BY:
DEWBERRY and DAVIS
FAIRFAX , VA 22031
DATE: 1 - 8 - 93 ���
EC,
REVISIONS: 4-14-93 ENTRANT:E LOCATION
4 -27-93 ENTRANCE LOCATION MAR 271995
4 -28-93 ENTRANCE LOCATION
12-23-93 ROAD ALIGNM NT Rn e
2-14-94 SETBACK AD T USTMENT g D •
2-29-94 DRAIN FIELD ADJUSTMENT
3-2'1 -g!5 SvrE QEvttiw comtAEW75
NOTE: THE DEVELOPER SHALL IZESEIZVE THE RIGHT TO INSTALL
AND MAINTAI KJ1 ALL EZ0510KI COI\1TiZOL• MEASUIZES FZEyUAQDLESS
OF TWE SALT= OF AIJi LOT.
NOTE: SOIL IM TPIS AREA CULLEN CLAY LOAM (2063)
NOTES
1. NO FURTHER.. SUBDIVISION WITHOUT PLANNING COMMISSION
AF.PROVAL .
. ONLY ONE DWELLING PER LOT.
3. HIS PROJECT LIES WITHIN THE WATERSHED OF THE
SOUTH FORK RIVANNA RIVER RESERVOIR.
4. THIS SUBDIVISION DOES NOT LIE WITHIN THE LIMITS OF THE
tack YEAR FLOOD PLAIN.
THIS SUBDIVISION IS TO BE SERVED BY A PRIVATE ROAD.
6. EACH LOT IS TO HAVE A 25' FRQNT YARD SETBACK (75'
FOR EXISTING PUBLIC ROADS), 25' SIDE YARD SETBACK:
AND 35' READ? YARD SETBACK AS INDICATED BY DASHED
LINES.
7. CRITICAL SLOPE AREAS OF 2.5% OR GREATER ARE INDICATED
BY SHADING.
8. ACCEPTABLE BUILDING SITES ARE THQSE AREAS WITHIN THE
SETBACK: LINES WHICH DO NOT HAVE CRITICAL SLOPES.
9. ALL LOTS ENTER ONTO PRIVATE ROAD.
10. PAVEMENT WIDTH IS 20' .
1 1 . A 30' DRA I NAGS EASEMENT I S HEREBY DIED I CATED TO P RI VATS
USE OVER ALL STREAMS AND DRAINAGE COURSES WITHIN THIS
SUBDIVISION.
12.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE
LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY COR-
RECT. THE CONTRACTOR SHALL ON HIS/HER OWN INITIATIVE
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
1- SOUIYI?,aRr' FROM' f='l A'17 >c3 4__ i4 F o S9_"
14. THIS PLAT UTILIZES ALL DEVELOPMENT RIbHTS
FOR Tu15 PROPERTY.
15. BEKJLH MARK : ELE V 541o.3 RAILROAD SPIKE I I\1 VA POWER
POLE AR 1317F -,:�: 25' S OF CORNER OF CHAN LINK
FENCE 0M RTE b54; MbVD OF 1929
11D. THIS SITE IS NOT LbCATED I K A JURISDICTIONAL AREA
FOR PUBLIC WATER OR SEWER
11. THERE WILL BE U8 0M-SITE AMD OR OFF -SITE
BCR9(3W/WASTE AREA.
SEDIMENT BASIN SPECIFICATIONS
DRAINAGE AREA = 7.67 oc ANTI-VOQTEXT 2-7" PIA.
DESIGN VOLUME = 1596 cu yds gu N,
REQUIRED VOLUME = 1027cu yds
RISERS 10 FEET OF 21" CMP FLEYIE3LE TUIi5lI)tj: 1-7
PIPE = 110' OF 15" CMP AT 14.540% pEWATE2I1J1 OiZIFICE: 15"
LENGH OF BASIN = 170'
LENGTH OF BERM = 320'
EXCATATION REQ'D =NO
BAFFLES REQ• D = NO
ANTI -SEEP COLLARS=2 DiMENSIONS=7.1'
ELEVATIONS
TOP OF BERM 518
TOP OF RISER = 515'
PIPE INV IN=509'
PIPE INV OUT= 493'
LOW POINT = 505'
THE SIDES OF THE BASIN MUST BE NO GREATER THAN 2: 1 SCALE: I " = 100 '
C.1. ' 5 '
SHEET I OF I
A.
�o
Ivy cr••t
NwY dr••
ROSLY N
RIDGE\
FLOOD PLAIN LIMIT ( FEMA)
01
SOUTH FORK RIVANNA RIVER RESERVOIR WS = 382
100
_ 100 YEAR FLOOD PLAIN ELEVATION = 391 ( FEMA) ,. / j �`
TM 45 PARCEL 10 / / ' / ���� -�, \ ��/' I ► ! i i I / % '� ;
FLORA MAY PATTERSON � / / , �� i /, - r t I �,�
ZONED: RA ~►
or
o t, -
moor 0.
sue/ /f l / I / ', I 1 1 I 1
�` 4 ��� mow
\ I fl i ,r/ 1 \,II , 11
Film%_
ool
LOT- - _ _ _ 1`"'� ,,'� - _ ` �` 450
of
I 1 ` IV 1010' 'E TI A�V D { // 5.A2 AC _ _� - _ -
BUILDIN STBACKI I _ _ - _ _ = 1 / / ► \ \ �'r-; ,
ftft
ftft-
� 1 /
TM 45 PARCEL I I DIr / �►` // / - - - - - _ LQ� �1 1 I I I 2d0 SPTI AMD Bt�IDDING� 1
/ t 1 _ 3 "-,- - = _ \ I I I SE�TBACK (FRO M\EDlGE\4�+
DEBRA PHILLIPS , \ { \\ I I r / •� / al -� _ , -__ `, I I l `-
s + yy,, 1 + I /3 1s 3 . - "�� ` �.�4 A I FLd DPL\AINY, \ + %,
ZONED RA + �\ ��.\ \ 1 \LWr C� / / I -' _ \ ` 1
1 + �j / 1 \ 1 p\ \ \ ,%
1 6,041AC
1 1 O, ``
ma's l 1 �•� { 1 1 I I ' / •J ---- _\ � 1 \
r
� �` \ �\ `� � \`a \ + 1 1 I 1 ! I 1
TM 45 PARCEL I I E �� \ \ \ , 1 I I I 1 I I I
G.J. GERKE
l / \r�� ' / �' \� \ ' I I 1 1 1 1 \ \ 1 , I I . / ,' / TM 45 PARCEL 29
ZONED: RA � ` \ \ \1 i I r / f � / I r � � � � , - - \ ` \ 1 i I + , � \ 1 � 1 + I .' C ,' /
�1 WOODBURN LAND TRUST
ZONED: RA
till I ` r I r i / / , r I I I r \ \ , , ` 151SId,E \ \\ \ ; /1 I I 1p0,9'EP71C ANp BUILDING SETBACK
TM 45 PARCEL I IF �` \ \`� I' i' I I r I r -�,,)S ` !� I I \ \� 1 1 1 \ �\ \\ \\ ` `3'
.. � 1 1 1 \ \
LESLIE FUNK \\�\ !I I' 1 1 i\t 1 1 �� 1 1' ' I ! I 1 1 I DD / \ 1 1 \ �L10�`I 9\
.,. 1 I 1 I � ` I 1 1 { \ \ i I I ` , �
ZONED RA Qs\� \ \ I �1 I �� 1 I 1 ( I I Z 1 I
\ \ , I 11 1 1 `I ' 1, 1 / I I q� 164 1► 1 I 1 1• i��'
\ \ \ , 1 1 {
\ `, \� `, 11 ' �\i► `� \ \ \ T: 1 c TYPiCAtiL \SE�BA�KSr
vV I E I 011 N 1 r '
C ( TY►P )1 I 12 5 S D E
2 h
\ \ \ \ 3.99 AC` rj,� CUSS AND
, , ��� \\ :� \ UTI�I j- I \ 14
{ I\ \ \ l 7 6%
0�1.3° E 1 1
1 \ \
\ `1 \ \ � . � \ \ \ - 1 1 I \ 2 \ N 67
TM 45 PARCEL HIS , \ { \ 1. `" `, �" 1
� � \� 1 1
MUNIR S. EWAYS \ ', +► \� �!• ` \� �� \`� 11 ; 1 I 1�1 ` \ �� �. // i 1 I I 1 I I 11 I I i , �i
ZONED RA \
APPRM, 130(9,TO
ROUTE 631 T OU(�H PROPOSED
W1`DE ?aCCE�S Eli EMt•NT
(R'}VANN4 0DGE �)RIV %,_ g50
- -'
h
TM 45 PARCEL 25
1-0
S MOBILE PARKS OF CHARLOTTESVILLE
..-
p ZONED : RA
4150
�h
�.� 4 RROV 10
yg9
9
` SITE
TOWNWOO ,I
Q� ROf N
c T —
G DE
A +a .�
Jb 47 IT so
a �
v:r 8f RNAM
v a WOODS
WYNRIOG
o CAMELIA GARDEN
' IT
OLO
VICINITY PAAP
N I LAND USE SUMMARY
I ' P. D.S.
I ".C.A. Moodbfoo R
snag cr:.`:9_-�
ltwcc:
F R AS01§ *�
•• a ` VILLAGE •�'
�FFICE$ •1s;>b.. c,, RAINTRE
BERKMA a��.
• ••rt�rta�its»i{o tr•.
1 i Fasn, n-s4uor• hF*�W
` •
or O +
O'♦
v
WESTFIELD
IIN CLUB souls:
QUIRE AFT$.
SCALE: 1'1 = 20001
NUMBER OF LOTS = 5
TOTAL AREA IN LOTS = 29.3 ACRES
TOTAL AREA IN ACCESS ESMT. = 0.5 ACRES
TOTAL AREA IN PARCEL = 29.8 ACRES
GROSS RESIDENTIAL DENSITY = . 17 DU / AC
MUNCASTER ENGINEERING &
COMPUTER APPLICATIONS
338 Rio Road
Charlottesville, Virginia 22901
6" AGGR. BASE, 21 / 21 A
1 /4" : 1' 1 /4" 1 ' I•:1' 4,.� \
3'
50' R/ W
CAT I
TYPICAL ROAD SECTIONS
PRELIMINARY PLAT FOR
RIVANNA RIDGE/WOODBURN RIDGE
CHARLOTTESVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY) VIRGINIA
TM 45 PARCEL 30 ( DB 587 PG 494 )
ZONED : -RA , PROPOSED USE : RESIDENTIAL
OWNER : Z & S DEVELOPMENT COMPANY
PO BOX 5548
CHARLOTTESVILLE, VA 22905
TOPOGRAPHY: FROM MAP PREPARED BY
PHOTO SCIENCE , INC.
GAITHERSBURG , MD
UPDATED BY
DEWBERRY & DAVIS
FAI RFFAX , VA 22031
DATE : 1 - 8 - 93
A
REVISIONS: 4-14-93 ROAD STATIONS
4-20-9;7 CUL-DE-SAC MOVEn
4-27-93 ROAD STATIONS CORRECTED
12-23 -93 ROAD ALIGNMENT
2- 14- 95 5ETESACK ADJUSTMENT
3- ZI -95 917E V UIEW COMMENTS
NOTES:
1. NOFURTHER SUBDIVISION WJ THOUT PLANNING COMMISSION
APPROVAL.
2. ONLY ONE DWELLING PER LOT.
3. THIS PROJECT LIES WITHIN THE WATERSHED OF THE
SOUTH FORK RIVANNA RIVER RESEkVOIR.
4. THE 100 Y 1=AR. FLOOD PLAIN ELEVATION IS 3.31 . ( FEMA)
5. THIS SUBDIVISION IS TO BE SERVED BY A PRIVATE ROAD.
6. EACH LOT IS TO HAVE A 25' FRONT YARD SETBACK (75'
FOR :•XISTING PUBLIC ROADS), 25' SIDE YARD SETBACK
AND 35' REAR YARD SETBACK AS INDICATED BY DASHED
LINES. LOTS I - 4 ARE SUBJECT TO ADDITIONAL SETBACKS
DUE TO THE RESERVOIR AND TRIBUTARY.
7. CRITICAL SLOPE AREAS OF 25% OR 13REATER ARE INDICATED
BY SHAD I NG .
e. ACCEPTABLE BUILDING SITES ARE THOSE AREAS WITHIN THE
SETBACK LINES WHICH DO NOT HAVE CRITICAL SLOPES.
9. ALL LOTS ENTER ONTO PRIVATE ROAD.
10. PAVEMENT WIDTH IS 20' .
I I . A 30' DRAINAGE EASEMENT IS HEREBY DEDICATED TO PRIVATE
USE OVER ALL STREAMS AND DRA I NA13E 1_ OURSES WITHIN Tfi I S
SUBDIVISION.
12.THE LOCATION JF EXISTING UTILITIES ACROSS OR ALONG THE
LINE OF THE PROPOSED WORK ARE NOT NE1=:ESSARILY SHOWN ON
THE FLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY COR-
RECT. THE CONTRACTOR SHALL ON HIS/HER, OWN INITIATIVE
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
13. BENCHMARK: ELEV. 546.3, RAILROAD SPIKE IN VA. POWER POLE AR13/71F
- 25' S. OF CORNER OF CHAIN LINK FENCE ON RTE. 659; NGVD OF 1929.
14. ALL LOTS HAVE AREAS FOR BUILDING IN EXCESS OF 30000 S0. FT.
15. LOTS 2113,4 AIVD S ARE SUBJECT TO PROFERR IQ ZMA-89- 23
11D. TIC IS SITE IS NOT LOCATED IM A JURISDIC710hlAL
AREA FOR PUBLIC SEWER OR WATER.
PAP-TS ()F LOTJ AQE ��_)��ECT 7n 4-_3u1Si-7,oN
AS �;IZOFFE.Q.EO IN ZMA- 89-25 QIVEe NE1614TS A,�-i)sOCIATc�
SCALE : I " = 100
C.I. = 5'
SHEET I OF I
�LSIGiJ HIGH WATER
(25-YR. STORM ELEV.) MIN. 2.f)
MIN. 3.0
0.5' MIN. 1.0'
67 C.Y./ AC. ...:.'. ``
" DRY ' STO?AGE
1 RISER CREST
67 C.Y./ AC.
SOUTH FORK RIVANNA RIVER RESERVOIR"WET ' STORAGEDEVtCERING
DEVICE
WS = 382
f _ - - -_ -
- .0
100 YEAR FLOOD PLAIN ELEVATION = 39 1 ( FEMA) - o- W _ + % SIMI_'NI- !�.IX-_-NOUT POItot
NT
DESIGN ELEVATIONS WITHOUT
-- - - --�- EMERGENCY SPILLWAY
(RISER PASSES 25-YR. EVENT) a
Ewow
de
:• - _ _ _ _ =" -- _ --- ___ ___ --__ _ -_--- _,_.` _> �'_�, SEDIMENT BASIN SPECIFICATIONS
r
O �/ / / / , / , , % , / /� / L lM 17, 'OF PRORQED •- ' - - - ,
A.
o BUI�L1•DING SITE or
ol
200' SEPTIC AND &UILaiNO/ /' .�' -�,/' -1 '�� __����`� \\\\ \•�` �rn
SETBACK FROM �EMA� 10� YEAR i ,' j /' r' �' - _ \
N.
FOOD PLAIN J��l7 Z�ESO'/kUI��FF %'/.- 1 T M 45 PARCEL 78
/ / / . Z
I T-4 Of !Od % ,ONTRO/L_ B UFOEER ,' // ,' / / , ' / t /
` / / ♦ / / / / / WRe &/dFFjiR - - -
♦ •�1 NORTH EIGHT COMPANY
/ , \`
/ / / /� � ��. / / / / �' / ,' ,/ , / ,�/ / , � ' / - � ' � . -, ' \ `.-� �\ ��\\ ZONED: RA
�
N ► .lam' / / / EXISrfING TREELINE - "m> \
oe
TM 45 PARCEL 30 , p, / / / / // / I , �� , � .
Z 81 S DEVELOPMENT CORP I I� / / / / /' ' / / ' /� , / ,'/ / , 410+ - \\ \ �� , I
ZONED: RA �� / / / / /♦ / �/00
104,
N OT 0r • A M 11d I MU NL ,p F I po L ) ' ♦ ,
SIB S M LV5T myposTty , / t-0T/ 6 / , / NO7'F� TOP OF, EM2YAN KME MUST. �`"
y�+ ICK�IaNV� V5 AC.' / , , / , BE Ac MIN. OF' lo/ I'M
lop
... Y /, y / / LOQT /'5
3.
le
Iz
Q/I / /Qj yl.i l ' , ST I NG r HODS /' •� '
N
1 TO EMAi 1
01).
ku /, // �' , / ' RIH�RAP TO_D4 TCH
/ ' (F 6ET. A -A) P.
/ j TM 45 P.412CEL 28 ,
T �► _ ID _ - ) ' t7 i ! r r
uw 1'TC.H' lv'I - r I 1 �? �r r TOWER 'AND TRUST '
ZONED:, RA '
DRAINAGE AREA = H,-75 AG
REQUIRED VOLUME = 34" Cj5
DESIGN VOLUME - 313 cu qdS
P I SEP : 40 FEET OFOF1 6
11 CMP
PIPE: 1(#' FEET OF 12" CMP AT 3•94�/r
LENGTH OF BASIN: 140E
LENGTH OF BERM: 3304'
EXCATATION REQUIRED: NO "
BAFFLES REQUIRED: NO
ANTI -SEEP I_ 0LLARS : DIMENSIONS : 4
ELEVATIONS:
TOP OF BERM: 5 1°1 +
TOP OF RISER:
PIPE INV IN:.51S'
PIPE INV OUT:SIO'
LOW POINT: SIO'
*x THE SIDES OF THE BASIN MUST BE NO GREATER THAN 2:1
FLEXIBLE TU51WLI DIA.=
A►\1T1- VOfZTEX: 2'7" PIA.
8" WE I4,HT.
INWATEIZINLI OE1710E- /5"
1 1
,' •'v/ / / / / ' / / �, , 1'''/=/4-�9 °j , , ' / �� _ - // /♦' U I �'�� L T I ��- STONE CONSTRICTION ENTRANCE
r4 / / , / - - R
_ Z.14 Ali I \ , / / Ta I" i,xts77m
p E / -
/ I , U T I L I T E S M T rL,a1 aLml r ,.,, laaTT iva
/
DIVIDE SIDF. :LLVATION
12/
LAN r
15
ti,,-• woo-
,, LOT 3AGOWZA-T-
/ T _ 25 FRON hftk ! '�
r.Ar►sa ttvrcc
TERNA LOA D) I .' IFAM
o xcusa Aim PLAN VIEW a
TM 45 PARCEL 25 55° , s ../ ;' ♦ / TE /1 RSA,' ( TYPICAL SET A
o / L IMITS ' / • 1 fLLTCR Qo
• � , / . , . SECTION A -A
MOBILE PARKS OF CHARLOTTESVILLE �� / r / / /' (TYPICAL). it -'-r
ZONED RA / '0i i/! / •5 y�
/ / a � , / / I
/ SECTION B-B
1 ►• , , , �{ / 4� LAND USE SUMMARY
\1 I l f. 1 /� / /♦ NUMBER OF LOTS = 6
r l E ISTIN FO DATIO�
J 1 11 TO BE( R MO D- --- / �- /� TOTAL AREA IN PARCEL = 35.9 AC.
QU C N S UCT ! ON I\/
A •� 75' EXISTING GROSS RESIDENTIAL DENSITY = . J 7 DU/AC
4RR ,,o h , I , 1 _�- ti / PUBLIC ROAD
°'' / ! r , ANTI- VORTEX DEVICE DESIGN
EXISTING 12 I !� REAR 1\� _r�� /o
---
/ •r_r--
O OTO► ST�TC " (w REOII�tED)
tS AM0.E 'WELDED
'LTO TOP me ORIENTED PER-
�1 r o 0 PENDICULAR TO CONIRMIATIOWNN
-
v ca
TM 45 PARCEL 27A ,q`��0�
ROBINETTE POINDEXTER
ZONED: RA
o E'XISTING 15' WL ESMT. ( DB 460 PG 628 )
5 j 0 1
0
0 TOP IS-*= COWN)GATED
METAL RbJET HOLES WWAY
I !ti • I
BE ommff ED. IF Eros or
CORRIIDATIOmS ARE LEFT FULLY
VIEW I ,..�
WHEPLAN
ACHED' THE TOP a
cru►IDER a _cAaE coanJBArED
PETAL PIPE 0W rA MwAT[O room
M
I/r
STEEL, PLATE_
r "`
-
NOTES:
1- THE CTIJUOER YUST K
FTRMLT FASTENED TO THE
TOP Or THE NUIL
VAOM
W+T (05 NEW WK)
2. SUPPORT BARS ARE MELDED
TO THE TOP OF THE RISER
OR ATTACM ITT STRAPS
BOLTED TO TOP Or RISER. i
1 SECTION A -A
D \i
1
+
I
I.J ISOMETRIC
r r r
i A
DETAIL A -A
m-r S
DETAILS OF CORK UCA TED METAL
ANTI -SEEP COLLAR
COb1W.ACOLL* WITH
Tx" VERTICAL OOLLAR TD BE or VAE WIC AS TNC
POPE om +04104 v I: usm
COHr.,xXA ~W-�.
+/T x Y starTEa Ho1Ja FOR 1 t IAII.
3/r %MdTM BOLTS.
4 . .;r
.o.c BDTH s1Da
SLAM Hass
AT r f-'` SECTION B-B
CDO Lie Of ai"
ELEVATION OF UNASSEMBLED COLLAR
3. UNASSMSLED COLLARS SHALL 9E MARKED BY
NOTES FOR COLLARS: PAINTING OR TAGGING TO IDENTIFY MATCHING
PAIRS.
T. ALL MATERIALS TO BE IN ACCORDANCE WITH 4. THE LAP BETWEEN THE TWO HALF SECTIONS
CONSTRUCTION AND CONSTRUCTION MATERIAL AND BETWEEN THE PIPE AND CONNECTING BAND
SPECIFICATIONS. SHALL BE CAULKED WITH ASPHALT MASTIC AT
2. WHEN SPECIFIED ON THE PLANS. =ATING OF TIME OF INSTALLATION.
COLLARS SHALL BE IN ACCORDANCE WITH S. EACH COLLAR SHALL BE - URNISHED WITH TWO
CONSTRUCTION AND CONSTRUCTION MATERIAL 1 /2• DIAMETER RODS WITH STANDARD TANK
SPECIFICATIONS. LUGS FOR CONNECTING COLLARS TO PIPE.
PRELIMINARY PLAT FOR
WOOD BU R N R I DG E /RIVANNA RIDGE
CHARLOTTESVILLE MAGISTERIAL DISTRICT
ALBEMARLE COUNTY , VIRGINIA
TM 45 PARCEL 29 ( DB 954 PG 121
ZONED RA , PROPOSED USE : RESIDENTIAL
OWNER WOODBURN LAND TRUST
CLI FTON MCCLURE , ROBERT CALLAHAN , TRUSTEE
415 4 th ST NE
CHARLOTESVILLE , VA
TOPOGRAPHY FROM MAP PREPARED BY
PHOTO SCIENCE. INC.
GAITHERSBURG, MD.
UPDATED BY :
DEWBERRY 8& DAVIS
FAIR FAX , VA 22031
DATE 1 - 8 - 93
REVISIONS 4-14-93 ROAD,ENTR)LOTS
4 -27-93 PROPOSED WL REMOVED
IO- Z5-93 PER COUNTY
ll- ZZ-93 PER COUNTY
3-2?-qb SITE ?,MVLEW CIOMMItNTS
NOTES
1. NO FURTHER SUBDIVISION WITHOUT PLANNING COMMISSION
APPROVAL.
2. ONLY ONE DWELLING PER LOT.
3. THIS PROJECT LIES WITHIN THE WATERSHED OF THE
SOUTH FORK RIVANNA RIVER RESERVOIR.
4. THE 100 YEAR FLOOD PL.H I N ELEVATION IS 391. ( FEMA )
5. THIS S1)BDIVISION IS TO BE SERVED BY A PRIVATE ROAD.
6. EACH LOT IS TO HAVE A 25' FRONT YARD SETBACK (75'
FOR EXISTING PUBLIC ROADS), 25' SIDE YARD SETBACK
AND 35' REAR YARD SETBACK AS INDICATED BY DASHED
LINES.
7. CRITICAL SLOPE AREAS OF =5% OR GREATER ARE INDICATED
BY SHADING.
S. ACCEPTABLE BUILDING SITES ARE THOSE AREAS WITHIN THE
SETBACK LINES WHICH DO NOT HAVE CRITICAL SLOPES.
9. ALL LOTS ENTER ONTO THE PRIVATE ROAD.
10. PAVEMENT WIDTH IS 20' .
1I.A 30' DRAINAGE EASEMENT IS HEREBY DEDICATED TO PRIVATE
USE OVER ALL STREAMS AND DRAINAGE COURSES WITHIN THIS
SUBDIVISION.
12.THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE
LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON
THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY COR-
RECT. THE CONTRACTOR SHALL ON HIS/HER OWN INITIATIVE
LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
13. THIS PLA7 UTILIZES ALL DEVELOPMENT RIGHTS FOR
THIS PROPERTY.
N. ALL LOTS HAVE BUILDING SITE AREAS /N EXCESS OF 30,000 SF-
15 THE FRONT BUILDING SETBACK LINE !S LOCATED AT THE POINT
INHERE MINIMUM LOT WIDTH lS EQUAL TO THE FRONTAGE REOUIREO
16. BENCHMARK ELEV 546 .3, RAILROAD SPIKE IN VA POWER POLE AR13/7F
x25' S.OF CORNER OF CHAIN LINK FENCE ON RTE 059 , NGVD OF 1929
17. IMPERVIOUS COVER - 6 L075 X C3000SF HOUSE + ZOQ XtO')DRIVEWAY,7- 30,000 5F
ROAD :(1700 X 18)+ 452r7" = 37, IOU 5F
= 67,000 SF ESTIMATED IMP. COVER
35. 9 AG X . OS x 43,560 _ 78, 190 SF MAXIMUM IMP. COVER
IR, THERE WILL- BE NO OM -SITE AND OR OFF -SITE BORROW/
WAS-TE AREA.
19. SOIL IKI AREA IS CULLEtj CLAY LOAM (20C3)
20. THE DEVELOF'ISZ SHALL RESE{ZVE THE V-161WT TO INSTALL AMP
MAIQTAIN ALL EIZOSION COUTIZOL )-1EASU1ZEg >ZEL-jUARDLESS OF
AlJY SALE OF A CAT
SCALE I " • 100'
C.1• a 'S
SHEET I OF I
COUNTY OF ALBEMARLE
$ -; RECEIVED
ps. APR 19 1995
�'IRGINSP
!�nnsnJ Dept.
MEMORANDUM
TO: Yolanda Hipski - Planner
FROM: Glenn E. Brooks - Civil Engineer II -- <,4
DATE: 18 April 1995
RE: Rivanna and Woodburn Ridge final plat
The comments of 5 April 1995 addressing the final plat submittals of 28 March 1995 have
been satisfactorily addressed in phone conversations with Tom Muncaster and Roger Ray
on 17 April 1995. Albemarle County Engineering recommends preliminary approval
subject to the condition listed below.
a. [Albemarle County Engineering Policy] Construction and/or bonding of the roads
in accordance with the approved final private road plans.
Please contact me at your earliest convenience if you have questions regarding these
comments or require additional information.
GEB/ctj
Copy: SUB-95-026