HomeMy WebLinkAboutSUB201500102 Plat - Revision 2015-09-14SITE DATA:
TAX MAP PARCEL: TM 61 -164 (DB 2476 PG 626; DB 2051 PG 3; DB 1880 PG 98 & 102; DB 4618 PG 737)
ZONING: R4. THIS SITE LIES WITHIN THE AIRPORT IMPACT AREA.
MAGISTERIAL DISTRICT: RIO
PROJECT AREA: 4.84 ACRES. (4.94 ACRES -0.10 ACRE TO BE CONVEYED TO ADJACENT PARCEL)
SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP.
2815 N AUGUSTA ST
SUITE C
STAUNTON, VA 24401
(540) 885 -0920
CONDUCTED ON FEBUARY, 13TH 2015
DATUM:
HORIZONTAL: BASED ON NAD83, VIRGINIA STATE GRID SOUTH
ZONE.
VERTICAL: BASED ON NAVD 88, ESTABLISHED THROUGH LEICA
SMARTNET
BUILDING SETBACKS: FRONT: 5 FT (MIN), 25FT (MAX)
SIDE: NONE, 10 FT BUILDING SEPARATION REQUIRED
REAR: 20 FT
PROPOSED USES: 20 SINGLE FAMILY UNITS
LOTS:
LOTS ALLOWED: 4.84 AC x 4 LOT /AC x 1.05(PRESERVED WOODS BONUS FACTOR) = 20.33 LOTS
LOTS PROVIDED: 20 LOTS
LOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT)
PRESERVED WOODS:
PRESERVED WOODS REQUIRED: 4.84 AC x 10% = 0.484 AC
PRESERVED WOODS PROVIDED: 0.605 AC
CLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS:
OPEN SPACE REQUIRED: 4.84 AC x 25% = 1.23 AC
OPEN SPACE PROVIDED: 1.33 AC
PARKING: ALL PARKING SHALL BE LOCATED OFF STREET IN DRIVEWAYS AND GARAGES.
PHASING: PROJECT SHALL BE BUILT IN ONE PHASE.
BUILDING SITES: PARCELS 1 -20 MAY NOT BE FURTHER DIVIDED. ONLY 1 DWELLING UNIT PER LOT SHALL
BE ALLOWED.
BURIAL SITES: NO CEMETERIES EXIST ON SITE.
WETLAND IMPACTS: NONE
UTILITIES: ACSA
STORMWATER: WATER QUALITY CREDITS WILL BE PURCHASED OFF SITE, WHILE FLOW ATTENUATION
WILL BE ACHIEVED THROUGH AN UNDERGROUND DETENTION SYSTEM..
DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED. THIS PARCEL IS NOT WITHIN A WATER
SUPPLY WATERSHED.
AGRICULTURAL /FOREST DISTRICT: NONE
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. NO STREAM
BUFFERS EXIST ON SITE.
BUILDING SITE NOTE: EACH PROPOSED LOT (OTHER THAN THE SPECIAL LOTS) CONTAINS A BUILDING
SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PARCEL AREA SUMMARY:
PUBLIC R /W: 40511 SF
PROPOSED LOTS: 116571 SF
OPEN SPACE: 53604 SF
TOTAL SITE AREA: 210686 SF (4.84 ACRES)
OPEN SPACE OWNERSHIP /MAINTANENCE: ALL PROPOSED OPEN SPACE AREAS ARE TO BE OWNED AND
MAINTAINED BY A HOME OWNERS ASSOCIATION.
TRAFFIC GENERATION
AVERAGE DAILY TRIPS FOR SINGLE FAMILY RESIDENTIAL (ITE 210) = 10 ADT
ROAD A: 200 ADT (20 SINGLE FAMILY RESIDENTIAL UNITS)
ROAD B: 110 ADT (11 SINGLE FAMILY RESIDENTIAL UNITS)
UIN J I Ktt I F'HKKIINU IJ INU I NtKIVII I I tU
ROAD CROSS SECTION
ROAD A AND ROAD B
DUNLORAY
PRELIMINARY PLAT
COUNTY OF ALBEMARLE, VIRGINIA
6/08/2015
RAINTREE t427
)OD BERKELEY *` Starbucks q�
J�
Rio
,nwealth
1427.
zg
BRANGHLANDS sat
r
i y9
bo
e.�
l ny �d to
fit' Geow, Rd
b31
65l
STONEHENGE
Charlottesville t 481
High School �� RID HEIGHTS
PROPOSED
SITE
RI VERRUN
Pert Park
■
VICINITY MAP
SCALE: 1" = 21000'
OWNER:
VALERIE M. SHEPHERD
26 CLIFTON TERRACE
WEEHAWKEN NJ, 07086
DEVELOPER:
MILESTONE PARTNERS
300 2ND ST NE
CHARLOTTESVILLE, VA 22902
CONTACT: L.J. LOPEZ
TELEPHONE: (434) 245 -5803
EMAIL: LLOPEZ @MILESTONEPARTNERS.CO
ENGINEER OF RECORD:
TIMMONS GROUP
919 2ND STREET, S.E.
CHARLOTTESVILLE, VA 22902
CONTACT: CRAIG KOTARSKI, PE
TELEPHONE: (434) 327 -1688
EMAIL: CRAIG.KOTARSKI @TIMMONS.COM
KEY WES
C
0
/
Site Data Summary
Total Rainfall = 43 inches
Site Land Cover Summary
WATER QUALITY SUMMARY
Print
Site Rv
A Soils
B Soils
C Soils
D Soils
Total
% of Total
Forest (acres)
0.00
0.80
0.00
0.00
0.80
16.19
Turf (acres)
0.00
2.40
0.00
0.00
2.40
48.58
Impervious (acres)
0.001
1.74
0.001
0.001
1.74
35.22
w
4.941
100.00
Site Rv
0.44
Post Development Treatment Volume (ft3)
7830
Post Development TP Load (lb /yr)
4.92
Post Development TN Load (lb /yr)
35.19
Total TP Load Reduction Required (lb /yr)
2.89
Total Runoff Volume Reduction (ft3)
0
Total TP Load Reduction Achieved (lb /yr)
0
Total TN Load Reduction Achieved (lb /yr)
0.00
Adjusted Post Development TP Load (Ib /yr)
4.92
Remaining Phosphorous Load Reduction (Lb /yr) Required
2.89
Sheet Index
Sheet Number
Sheet Title
C1.0
COVER
C1.1
EXISTING CONDITIONS
C1.2
LAYOUT AND UTILITIES
C1.3
GRADING AND DRAINAGE
C1.4
SIGHT DISTANCE PROFILES
TOTAL: 5 SHEETS
LEGEND
PRESERVED WOODS
OPEN SPACE
` PRESERVED WOODS AND OPP9 XHIBIT
11
��
I g 8"
PRESERV D WOODS \
4500 SF TO BE CONVEI(`
TO ADJACENT PARCEL_ _ -- _ - _ AREA 3: 0.,74 ACRE I
_ PRESERVED WOODS
aQ
I � -
i
74.
per,
PRESERVED WOODS
AREA 2: 0.241 ACRE
Vol
na ►'1 1
Apo
l \
4
N
64'
/�CAtE 60
5
Q CRA._w:G X17 J. _ TKOTARSKI >
Lic. No. 0402048507
y r
E
0
u
vi
N 0
O
ME
w N
W Q
<Um.N3:
ED 0'>�
cl� U
�
Q Uj +� M
d J p
w " L M,
> N
� � v
(D W U M
z � _ -
3: w
OQ
�
Uj w
oar
cn =U-)�
=U-a -,n
I- N Ln
rn M
N
M
w
U)
O
(D
O
F-
0
w
>
w
U
Q
z
O
>
O
•
•
•
0
�i
Z
0
z
O
a.
U
Ln
w
z
O_
U)
>
w
w
O
U
Z
O
U
Ln
Uu
O
0
O
DATE
06/08/15
DRAWN BY
1. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
o
^J
Ord
z
a
�'
W
J
J�oc
w
w
LLJ
co
Q
0
o
U
i
74.
per,
PRESERVED WOODS
AREA 2: 0.241 ACRE
Vol
na ►'1 1
Apo
l \
4
N
64'
/�CAtE 60
5
Q CRA._w:G X17 J. _ TKOTARSKI >
Lic. No. 0402048507
y r
E
0
u
vi
N 0
O
ME
w N
W Q
<Um.N3:
ED 0'>�
cl� U
�
Q Uj +� M
d J p
w " L M,
> N
� � v
(D W U M
z � _ -
3: w
OQ
�
Uj w
oar
cn =U-)�
=U-a -,n
I- N Ln
rn M
N
M
w
U)
O
(D
O
F-
0
w
>
w
U
Q
z
O
>
O
•
•
•
0
�i
Z
0
z
O
a.
U
Ln
w
z
O_
U)
>
w
w
O
U
Z
O
U
Ln
Uu
O
0
O
DATE
06/08/15
DRAWN BY
1. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
t
JOB NO.
36167
SHEET NO.
C1.0
0
U
>
0
y
3
0
0
Cn
n
Q
0
W
f
0
m
m
Q
0
0
3
�a
50
a�
o (D
�U)
z
00
22i
0�
MN
a o
O 3
Z N
o�
�Q
x
o�
�0
Q
o .3
n C
>
U N
x C:
0
�o
U U
� rn
0
�o
E-0
U @
o
m0
U
o C
N o
C.
@ U
-0 7
CO
U)
N � 0
co U
Q o
U) (D
W
^J
z
a
�'
W
J
J�oc
w
w
LLJ
co
Q
0
o
U
z
0
0
Q
O
J
t
JOB NO.
36167
SHEET NO.
C1.0
0
U
>
0
y
3
0
0
Cn
n
Q
0
W
f
0
m
m
Q
0
0
3
�a
50
a�
o (D
�U)
z
00
22i
0�
MN
a o
O 3
Z N
o�
�Q
x
o�
�0
Q
o .3
n C
>
U N
x C:
0
�o
U U
� rn
0
�o
E-0
U @
o
m0
U
o C
N o
C.
@ U
-0 7
CO
U)
N � 0
co U
Q o
U) (D
W
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
Cl
325.00'
132.28'
67.07'
23019'13"
S52° 18103 E
131.37'
/
/ I /
0 / ED
MHS i I / /
(" ATERALS FROM / /
\ g 'S 0' \®
2003 & 2009 SHEPHERD
\ \ I SD CURB INLET W /MHD
TOP = 459.80 RIDGE ROAD
,, IN CL= 451.94' (8 "PVC OUT)
Ay ti IN V. 1N= 448.93 18' RCP (SW) i / g [k V. \
INV. 1N= 449.00' 18" RCP (SE)
v v I INV. OUT = 448.90' 24" RCP N /
I
465 \ 1 �' p \ \ 18" CMP 18" RCP W/
V. 1N =4-6" 6� \ INV. 1N= 457.51'_ l = 456.82'
OUT = 463.64' S/-/ INV. 1N =458.1
CTD y y (DB rg0 , P�-
LA A��y \�� D�LpRq p G• 98
H. 3A Y - - - - -- - -- -- � �/ - - - \ TMP 62F -315
I / I
P�� I % 'Al
\ _ / / / /460/ EP �i _ / 18 "RCP W/ FED JEFFREY GWIN JENKINS &
Q - \ - - - -- " CMP_ = = �F� / INV. 1N= 451.90' KATHERINE CHEN JENKINS \
_ Q J
NON -EXCL US /VE EASEMENT I I � �� ' � . � � - � _ _ _ _ 1 � _ _ - � _ - _ - � DB. 4524, PG. 238
OF RIGHT -OF -WAY
FOR LOT 313 l \ 15 "HDPE - - - -
DB. 2476, PG. 626 l / \\ IN OUT = 470.34' = 1 ASPHAL T PA TH
V. _ - - - - - — \
- - -_— � – – – – – – \ I
TMP 62F -313 woo D- - _ _ - _ _ - \ ; - \ _ -M — _ _ `�, \ TMP 62F -314
WARREN M OR TIMBE (0 SALL > _� / 1 - - - - - _ - ' ``- �.
M VIRGINIA M. STALL /NGS � - \�` — — \ \ - - _ _ \ JAMES MURRAT &
` / _ _ LISA MURATT
l DB. 3873, PG. 382 - FEDAIPTRIAN \ / \ _ _ _ ' ` \ DB. 3039, PG. 608
DB. 3665, PG. 379 EASEMENZ
S44-05'52"E--1 \ \ _ ^��' DB_190>, PG. 94
28.80 I I - 14-,,SD INLET W1 GRATE I I
/ s710 TOP,476.57'(MEAN) JO �.�Ci __-- - - -- -- \ _ -�\�� _ / / I I I 0�/ II
`71VV`OLl7- 475.00' 15" HDPE 5`Z`� > .D�' \ \ CONC. S.TRQCTURE� /l l „ I 65 96' I \� \ \ I
\ APPROXIMATE LOCATION OF
\ ° - (C'OSSIBLE WELL 1S2R /- - \ \ ' S55 °35 28 E l I
N \ - `L - MANAGED STEEP SLOPES X465—
YARD INLET - ' '�EPTIC�IOUSING) -� _ \ \ \ \ - - _ _ _ o _ l l
\ LASTIC) ? _ - - - - - - ` 53528 "E 86.07'
8'x8'WOOD _ - - - - Q���1
/ W
S47°21'05E \
-4682
I �I
�RTCf6^ ` \\\ \ ��\ \ \ -- 469 -__
CHIMN�Y
56' 1 o, \ \ 470-
FOUNDATI N 1- - \ _ � `�
\ I I (REMNAaNTS) \\ - - - \ \ i BS N� \ _ \ -� �` \ ^ 182 1 j 6'
\ \ - v 471---- -
�P 16.0' -BRICK - STORY WOOD FRAME & \ ` �
1 N SCREEN
ti I \ _ - o - - \\ MA,`ONITE COTTAGE / \
/ \ \ � % � / o PORCH \
FUEL ANK \ \ \ ^472- - - - -_-
BS T. VENT w 26.0'
/ I I
P�`o
BRICKQ EPS 42.0' V ) \ \` _ - 473_
\ 1 W / O� CHIMNEY
\ I\ l - - -- -- - - -_ -// 2 TOR ODFRAME -&
J /SSTU CO HOUSE
Vl TIC &PARTIAL -- - - - - -�' ( \ - - - - -- 474--- - - - - -/ I I I 11 \\
BASEMENT
ROBERT H TMP 62F-E2 _ O J _ - - - - - - _ _ \ / —475
AUSER HOMES, INC.
DB. 2051, PG. 3 �1 X476- - - - Q , - - _ \ / TMP 61 -164 NIF
VALIERIE M. SHEPHERD &
CAREY F. RUBIN / \ i / / / / � I I � \ \
—475— — o� _ _ - _ NOTE: PROPERTY IS I \ -25B. 2476, PG. 626; DB. 2051, PG. 3;
- GEN€RAL L Y WOODED \ DB. 1880, PG. 102; DB. 1880, PG. 98;
TREES > 3S "-L CATED _ _ _ _
Q \ DB. 76, PG. 51; DB. 4618, PG. 737
\ / -
-- - - - - - -
-- - 474- P�- __ -� I \ 4.940 AC
SIGN: \ - - \J - ` \ \ ZONED: R4
DO NOT
I
ENTER'
-473-
2 _ Q, -- 472
-471- \ 470
I EX. EMERGENCY -470---
ACCESS EASEMENT
/ / ^ \ \ _ / J _ - - - - 469 -
S 9671, PG L \
DB. 2051, PG. 3 (correction) i \
\468-_
- - / UTILITYEASEMENT \\ 473-
-- _- - - - - -- -
- -- _ I,V - - - - -- - - - _ - - - - - - - _
-- - - - -- -_ - - --
/ / � � (FOR RIVANNdI .W/�TER &SEWER \
- - - - - -- - - -
/ AUT1�ORiTY & CITY OF \ \ / � 1
/ 4 \ �
_ � CHARLOTTESVILLEGAS \ � \ � 47
0 �Q1 °''-- -� -� __ - -- �w�- __ - - -�- - DB. 3563, PG. 682 & `�
- - - --
N44 2505W 60.50' _ - - s - - FROM VDOZ PRO 0631- 002 - �
° „W _
�0
-468- N44 25'05 69?31
I
\
CURBS
ASPyAL T P,q Ty - _ - - ^ ^ � \ —470\
EP
el
tiv
\\ \ - - 469 -
--------- 467_SD -INLE- E � STONE
� � I
EP - - - - - - ^^ STONE - -___; \� may\ \ COLUMNS ^ _ 4 _
� ^ �� v � � - � _ - _ - - 68
_- _ _ TOP = 463.10 v G
_ _ _ _ ��P INV. OUT = 460.26' 15" RCP ® //
SD CU INLET W/ MHD ' _ _ _ _ - _ _ _ R/o ` \� i / v �� 4s7- / BRICK EN
TOP = 467.46' —� - - - - _ _ _ _ _ _ /}� ` /� i `� - _ _ _ _ _ /�' ? - STRUCTURE / I
INV. UT= 462.81' 15 "RCP
f � /
Q F,q Roy Ty
O� SD CURB INLET W/ MHD _ O O6
TOP = 466.48' C,Q 37.0 ,.Q' �G
INV. 1N= 459.78' 15" RCP FF� p X728 �� GoQ�o �� ��
I I
INV. OUT = 459.76' 18" RCP
SD CURB INLET W /MHD ��C,o — —465—
TOP = 465.70, \ \ \ 11 t \ X00, - \- G
Q INV. 1N= 459.57' 15" RCP \ \ \ 111 v I \ I 1 X461-
INV. OUT = 459.57' 15" RCP �11
SCALE 1 " =30'
460--\ \ 0 30' 60'
11 - -4s4_ \ 9�y - SD INLET W /GRAT� //
�DI-7
L
0
0 CRAIG W J. KOTARSKI �>
Lic.I' o. 0402048501
G ��r
E
0
v
vi
N O
O O
EN
LLJ N a-1
W a
Q LL
0w O LL
> �
a W? M
W
(D W U M
c ww
oar
U _ (n N
= V c L`Q
N Ln
rn °'
a M
v
J
W
vi
O
O
0
Lu
w_
2
U
a
z
O
O
•
•
•
•
(A
Z
z
O
a
U
V)
w
0
Z
O
H
W
W
OO
Z
O
LO
W \�
~ O
a
� rn
0
DATE
06/08/15
DRAWN BY
1. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
1 30'
mm
t
30B NO.
36167
SHEET NO.
C1.1
U
C
O
N
0
w
m
m
N
0
a
n
T
C
m
N
0
co
0
Q
`o
0
3
�O
-0 Of
o(D
°Z
�o
22
0g
E o
0
c o
� N
C
ag
�
2
ZN
O
X
0
o
0
m
0
Q�
o .3
a
m c�
� Y
.N
�N
U
X O
O O
O U
w2
�N
(6 =
0
E
U N
-�
.-5
�6-0
�U
O
uo
0
co U
-0 2
cN
m
N O
� U
CL o
�E
Q
z
Z;
o
L
J
Q
�wz
m
O
L LJ
a
LL
O
0
(U�n
V
z
�0
tA
u O
H
Q
X
W
O
t
30B NO.
36167
SHEET NO.
C1.1
U
C
O
N
0
w
m
m
N
0
a
n
T
C
m
N
0
co
0
Q
`o
0
3
�O
-0 Of
o(D
°Z
�o
22
0g
E o
0
c o
� N
C
ag
�
2
ZN
O
X
0
o
0
m
0
Q�
o .3
a
m c�
� Y
.N
�N
U
X O
O O
O U
w2
�N
(6 =
0
E
U N
-�
.-5
�6-0
�U
O
uo
0
co U
-0 2
cN
m
N O
� U
CL o
�E
/
r /
I '
r �
o
r r ED
MHS // - !/I / / /
ACSA PROPOSED
4OLATERALS FROM / / / ED
'S / 0
p1
\ I SD CURB INLET W /MHD 2003 & 2009 SHEPHERDRIDGE ROAD �
�\ TOP = 459.80'
�so�
� � IN CL= 451.94 "FSVC OUT)
yeti INV. 1N= 448.93' 18" RCP (SW) V. i D A
INV. IN= 449.00' 18" RCP (SE)
\
INV. OUT = 448.90'24 "FCEP
465 \ 1 p \� \ D / \ \� \\ / 280' HT
V. 1N =44 ..6� \ //� j \�`\ 4 ANCE
I l OUT = 463.64' � �' \ " \ \�\ \
�' �\ \\ \ \ \ \
so, Ri RIDGE RD
,r �A 1,901 I'L_ \ ' TAPPING \` I
11 /l11 O�� I / % �' 9�y \\ \ (DU�ILORq G- 398 DISTANCE i _ ` `�LF�EVE� GG_2 - ,, .- - T EPTO- EXI�NOG \ TMP 62F -315 I D
1 / �� % 0 _ \ , )/ / —VALVE _ - - _ SPHALT 18" RCP W/ FE JEFFREY GWIN JENKINS &
/ � \`�7,\ TAPER CURB T,0460 rp
P I r per - C _ Mp _ ti -STOP INV. IN= 451.90' KATHERINE CHEN JENKINS \
EB ILTASPH _ _ _ ? - - � GN DB, 4524, PG. 238
270' SIGHT DIST. I \
- - _ _ _ C__ - - �� TO INTX. I 1 \
I- � 15 "HDPE ` - _ '_ _ VDOT STD CG -9B \
�- I j / INV. (OUT)= 470.34' _ _ \ASPHALT PATH _
-� - - - ALONG DRIVEWAY \ I I
__---- - - - - -_ - \\_ - _ - �,� (TYP) TMP62F- -314
11 TMP 62F -313 - - - - -
j/�^°� WARREN M. OR r VARIAN E W `\ \ \ - - �° JAMES MURRAT &
PROPOSED VIRGINIA M. STALLINGS VARIABLE WIDTH _ - ' - *£SA -E SEVENT v ` ��
LISA MURATT
/ M ACCESS PEDESTRIAN 10 \ \�� �\ \ �O°\ DB.
DB. 3873, PG. 382 3039, PG. 608
/ rr EASEMENT ACCESS EASEMENT \
cq DB. 3665, PG.379 p� _ - _ _ _ \ ` \ I I Lu
\ \ > —
S44 005'52' 'E - v ��' _ _ �`�? OPEN SPACE E \ I / I �
28.80' �1 �� `� m O \ ° I _ (�
_LSD INLET W /GRATE \ c9 1953 SF 1 I I I I / c� I O ►- Q-
Q
TOf�476.57'MEAN J,lv __ -_ __ • - � ��` __ I I /\ \ I Oho
„� ( ) � - - - \ SWM EASEMENT / / / I
*V`00T- 475.00 15 HDPE ` / 65, 96
/ I
BOUNDARY LINE _ � � _ _ - - \ - �V �� S55 °35 "28 1 vv I Q n
M 50C�SF TO B CONVEYED AT \s \ \ . ��� 1 LOT 20 \ \ \ - \ \ \ \ ; _ 86.07 465— i / / / 1 /l 1 I O
TO BE VACATED
____
� /
FUTURE DATE TO 7g YARD INLET r 6813 SF �j ; - - - = S55 °35'28 E
\ \
M- - -- - --
ADJACENT LANDOWNER' , S�6„ (PLA -STYC� , 0 \ \ \ ` C
- --
/ S47°21'05'E,
\ r I
42. _f \ ' 24' \ \ - - 68,-
/ CONSERVATION �1 \ `, °� \ \ \ -
\ \
EASEMENT - - - / �1 6' ° \ \ \ LOT 1 \ - -46
�1�9 SF 47 OWN SPA/
E D
/ OPEN SP CE A 20' REAR OPEN SPACE F `\ ` \ \ - CONSERVATION//
14841 F 52' SETBACK (T P) 1678 SF �c EAS�MENT / I I I I I I\
N \\ / \\ 1/2011 SF/
\
47>- �- - -
III
\(D
EET `4-
�` S LOT 2 LOT 18 LOT 19 NJ E SIGN 5071 SF I I
,y 1 LOT 14 rn LOT 15 LOT 16 LOT 17 4681 SF 4670 SF
I\ / TEMPOR 4666 SF + 4741 SF 4787 SF 4774 SF
ACCESS
\ - 1 z URNA OU, EASEMENT
12'BUILDING 5' FRONT
/ I �
\ w PARATION (TYP) SETBACK (TYP I J I FIRE _ -'j I I I 1 ®e
\ _ / 24' SDEMBL \ \ i I I /I II (D 1
\ I I
I 30'
- + . ( YP) + ��,� 8X8 TEE I I 1 v
TMP 62F -E2 LOT 3 I 1 I
W
-- ___�_ -- - - _ 5097 SF / / I >� _
ROBERT HAUSER HOMES, INC. � I O S ' - _ (�[� B STOP SIG I / / / / � U
DB. 2051, PG. 3 `476- - - - ' I / �I -'
24� R 12 W 9' PU C Rf�IW I I - / // / // I I
OOH- -
�$ GV;, /' I W WATERLINE W , /R300 r C -6 , I I / / / < a
REMOVABLE I BOA — - I / / // /I O D
BOLLARD SA + S VARIABLE WIDTH
(TYP.) - _ 5 < " = S ` - ' - - /ACSA EASEMENT
L Ii
E ER I - O
I (TYP ( VARIABLE WIDTH
\ 1
v LOT 4
I ( ( ( ACSA EASEMENT I 6086 SF \ /
I \ u-► r c+� 1 // I 40
I' 4977 SF LOT 9
z LOT 11
w CONSERV TION LOT 13 LOT 12 4906 SF + <
^` I EASEME T 4628 SF 4628 SF 4661 SF _ 120' SIGHT DIST. 11
1 Q 1/ 11-1 1 TO END OF ROAD
_470°
0
/20' DRAINAGE E ASEMENT
EASEMENT • LOT 5
- - - -- i 6460 SF�1a
I
-- -- - - -- - - --
\ ----- - -_ - -- OPEN SPACE B
-- - - - - - -- - - - - --
26477 SF \ LOT -473
- - - -
-I'v _- - - - - -- 6510 SF -
,
-
/
N44 - \ `
I - - 60.50' - _ _ ,
i
I r
N44 2505 , - ,\` _ - \
LOT 6
� - - - 468 - - - -- -- - - � _ - ,_ _ BLOW OFF 6693 SF /
cuR6 ASpygLTp = '� w\ v \ ASSEMBLY ; 470\
EP 7-1,4 7-1-1 b � � �- G� \ / \
xel I — — O — — — — — — \ \ �\ L%/� \ \ ✓ \ LOT 7 +
G PQ o�Q - /� \ \ 6803 SF
I
Cpl
I
+
EP -- - - - - -- -467 SDW�E E �� \ 1 / , \
CURB - - - - -- _ � +
TOP= 463.10 v G__
, , v
INV. OUT = 460.26' 15 "RCP
SD CU /NL ET W/ MHD -_ _ _ __ _ RHO
TOP = 467.46'
INV. UT= 462.81' 15 "RCP - - - - - -hO -I/ R01 _
� 1/
'��\\ MFgTpROw' °�y \'�S� -' J ' \ \� \ ',Q�6 ���p�- - - -- \ ,
r
o�Q SD CURB INLETW /MHD _ 00� 063 iQ� /� V
TOP = 466.48' vv CRF 100?
INV. 1N= 459.78' 15" RCP FkAk 7 ?8 G 0 P�PS
1 /
INV. OUT = 459.76' 18" RCP
SD CURB INLET W /MHD ��C,o - 465-
TOP = 465.70' 111 \ \ p0 - --------
Q INV. 1N= 459.57' 15" RCP v 1 __40—
INV. OUT = 459.57' 15" RCP \ ` -
vv 11 _ V t,J v
/ SCALE 1 -30
_464_ _ _ II �� v X460 SD INLET W /GRAT9 � ,_ / /' / 0 30' 60'
/
r
L-
�V v
r�
C.�
Q CRAIG J. KOTARSKI�
Lisa No. 0402048507
',
S Qr
0
N O
O O
c, EN
W N 4-1
W Q
LL�a 3:
-
u U.
w O > i\
Q W M
W
(D LN U M
< -1 N �
oQ4-;�
_ (n N
= U a Lr)
N Ln
rn °'
a M
v
J
W
vi
O
(D
O
H
D
w
w_
U
Q
z
O
O
•
•
•
•
CL
0
(A
Z
z
O
U
V)
w
Z
O
H
w
W
OO
Z
O
H
a
� rn
0
DATE
06/08/15
DRAWN BY
J. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
1 30'
^j
� z
J
u > Lu
LU
^�
_j �--�
J
H < J
I--I
m
W D
Q
LL
O D
z Q
tA0
O
Q O
O
z
0
JOB NO.
36167
SHEET NO.
C1.2
0
U
0
m
0
a
Q
T
0
co
co
7
4
0
c
76
co
U)
co
0-
`o
m
0
�O
-0 Of
o(D
°Z
O
22
0
c
E o
c o
� N
C
d O
D
°mow
(D
ZN
O
g x
H o
0
o
m
0
0
o .3
a c
>
Y
�N
X 0
5
w2
�N
(6 0
0 `o
E�
U �
cu
U -0
0 C
N o
0
co U
-0 i
cN
M�
N o
U
CL o
�E
i
Op
/ � ED L
CRAIG W J. KOTAMS �. No. 0402048507 i
MHS /
\ \ PROPOSED TOP = 460.87
ACSA EASEMENT
\ _ _ (4" LATERALS FROM
g 2003 & 2009 SHEPHERD'S / �0 ®�5� '��
\ I SD CURB INLET W/ MHD RIDGE ROAD IVAL �
TOP = 459.80' �� INV. CL= 451.94' "I.VC OUT) r
INV. 1N= 448.93' 18" RCP (SW) i � � \
INV. 1N= 449.00' 18" RCP (SE)
IN OUT = 448.90' 24" 60P
°
V.
465 \ \1 P \� \ /\`���\� / 280' HT E
I �` ANCE N E
V. IN= 4b;t6� \ - �/ Y\v\ u' N
OUT = 463.64' SNEP - - �Q \ �\� , iu Q
H c <
w o >
160 R/ GE R p P i �� /� `��\� I o w -
/ (DU�� 901, PC, - �\� 1 TAPPING TAPER C WTO Q _j � 0 z
ORq PH 98 280 SIGHT �L VE AND GG- ----TIE TO-EXISTING /18 „ \ TMP 62F -315 > o N 3A) �ISTANCE - � - - - - - -- VALVE > aPHALT RCP W/ FE JEFFREY GWIN JENKINS & a
/ TAPER CURB TQj60 EP , �- (D W U M
N Ay C
+` E B,U I LTA - _- _ �Q2 _ 8 f / DB. 4524, PG. 238 ^/ \ ~ ~ < U
IP Mp N -� INV. IN= 451.90' KATHERINE CHEN JENK /NS
� / ASPHALT _ - v a u- w
270' SIGHT DIST. o Q z
- - - - - - - -
-- TO INTX. 1 v� z �o
- 15 "HDPE � -� ------ � - - - - _ - _ M � v -a � O_
H N L1 (n
l� it INV.(OUT)= 470.34' VDOT STD CG -9B \
- - _ i - 4 - _ a \ _ ALONG DRIVEWAY \ N >
11 TMP 62F -313
I '
(TYP) 1 MP 62F -314 a' M Lu
WARREN M OR 1 JAMES MURRAT &
PROPOSED VARIABLE WIDTH \ LISA MURATT J
VARIABLE WI I w �
\ / ACCESS VIRGINIA DB3873, PG. 382 GS PEDESTRIAN _ ��0� -S.4 EASE ENT `J�r, \ ` DB. 3039, PG. 608 ~ W
/ \ EASEMENT DB. 3665, PG.379 ACCESS EASEMENT 465
` \ \ OPEN SPACE E \
I _ -LSD INLET W/ GRATE 6 1953 SF I II O
/ I / 46 � � / / O T0�476.57' ( MEAN ) SWIM EASEMENT z
i
%NV OUT- 475.00' 15" HDPE 466.50 ` - / / / / \ I cD
461 I / / I O
/ ` \ 466.83 LOT 20 / / / // \/ I
x4 65- U
\ 1
/500\SF TO B CONVEYED AT \ 6813 SF
_(FUTURE DATE TO YARD INLET - 66.7 = - _ - - -
FFE: 468.33 ,o r0 ' / / / I u
/ l
A JACEN LANDOWNER y \ `(PLASTIC \ / 1 �FE. 467.00 G '9 ` ` / / I n w_ w
463.50 `
4 - / / / U D
466.83 , p \ FFE: 4'/0.15 / 1 Q o
_/Z / 1
6.29 GFE: 468.842, , - / / 1 1 0
\ CONS NATION \ \ � 46 - 24 \ BFE:461.4NINGR.) / / - 11 can DATE
EASEMENT - LOT / / I >
I -- -- -- � 6 I\ >
\ I / 69 465 \ 5219 SF 468.65 T __ OVEN SPACE D / / / / / 'I \\ I =0 06108115
OPEN SP tF E A 8.5 - JQONSERVATION / I I I } DRAWN BY
OPEN SPACE F \ �i
14841 47 1678 SF 0 EASEMENT
/ 8 °�° / 467.5 12011 SF / II \ J. WILSON
FFE: 480.74 I FFE: 478.70 FFE: 477.43 4 \ \ / I \ DESIGNED BY
/ I FFE: 481.11 FFE: 481.04 FFE: 479.85 I ` \ 1 / r I I I
\ GFE: 479.41 GFE: 479.78 GFE: 479.71 GFE: 478.52 GFE: 477.37 GFE:476.10 467
BFE: 471.99 (INGR.) BFE: 472.29 (INGR.) BFE: 472.36 (INGR.) BFE: 471.10 BFE: 469.95 BFE: 468.68 LOT 2 I / I I \ • C. KOTARSKI
LOT 18 LOT 19 1 I I I
y LOT 14 LOT 15 LOT 16 / - LOT 17 4681 SF 4670 SF E: 4 3. �I // ► I I \ •
\ 4 F 4774 SF FFE: 473.51 / I I I \ CHECKED BY
y/ TEMPOR ACCESS 66 S 4741 SF 4787 SF / GFE: 472.18 1 47 .0 I
\ � zf I I \ • C. KOTARSKI
\ - zTURNA O EASEMENT �/ 477.07 475.80 I 8 BFE: 464.76 (INGR.) / �I I I
1 W /° 472.01 / I • SCALE
\ W479.11 479.48 479.41 478.22 I 7 70.44 , - I I II • „
w C o IRE N r l I 1= 30
\ \ /h 2 � S BL 50�
I
r 30' `n 479. 4 - 4
2- < 2 18' ea I I I II I v
(TYP) 8X8 TEE
TMP 62F -E2 - �\5 5 / 47 LOT 3 / III Ili LU
ROBERT HAUSER HOMES, INC. �� Q ��.w E: 7 .6 / / / I I U
�j S 47.9 FFE: 476.62 / / / / /I I p m
DB. 2051, PG. 3 D^ ��O � y Q � B � / / /
24 1-11 R 12 W 9 PUBLIC Rttl� 0 GFE: 475.29 I _ / / / I l l �
W W CG -6 47 1 BFE: 467.87 (INGR.) I I / / / _
WATERLINE R30 l / �' O
8" GV; W _ CL
BOA
47 .6Q
47 5' 0 79.08 S 47 C S VARIABLE WID �• / / / �I LL
% 47
SA EASEMENT
L
\\ Z '° �° � 47
1 � � 47.9 WAP R M ER 47.4 47 .33 47
I ( VARIABLE WIDTH 477 srj , 4l \ /l
\ \ I FFE: 480.52 ACSA EASEMENT z 6086 47 I _ I / FFE' 479F
7 .86
o r; GFE: 479.19 478.2 GF�:478.53
\� BFE: 471.77 LOT 10 -'
Z - CONSERV TION LOT 13 LOT 12 LOT 11 4977 SF 4906 SF w o BFFi'471.11 (INGR.)
ti EASEME T 4628 SF 4661 SF GFE: 479.95 Q 7 ,76
4628 SF SEE: 478.77 IGHT DI
GFE: 478.62
1 Q FFE: 481.04
w FFE: 480.96 BFE: 471.20 }' GFE: 477.E �J,J
( TO END FRO D _ I I I
�\ I GFE: 479.74 ( GFE: 479.63 -470--- I _ BFE: 471.02 \ / \ I I / Z
BFE: 472.29 BFE' 472.21 ( 77.80 ) / /// H Q
T. 80 / / / / I I _ z
3 479.88
Q /20' DRAINAGE EASEMENT
47
EASEMENT \ \ r LOT 5
FFE: 481. 51
► / I l 2
- ------------- GFE: 480.18 - - / W ~� m�
0
-------- - - - - Q 70 6460 SF
BFE: 472.76
OPEN SPACE B /_ / /// I I LL 0
- -
\` - - - - - -- ---- - - - -- - = -1_ 2647
s , / 7 SF LOT 8 0'� ,7 �c- \ /� /// / / I I / z
-- -- - - - - -- -
w , ,
� _i ' 6510 SF
_ _ - FFE: 480.87
f 1 i
G ' GFE: 479.54 / '� ^ /i � � I I / � / 0
BFE: 472.12 , N \ 47 .3 LOT 6 \ / // U H
-
I �
-468- LOT -_� ��� --
- - _ BLOW OFF 6693 SF
\ _
ASPygLTp `� � w\ -_ �� ASSEMBLY
EP 470�FE: 480.76
I ATy 0� �`� G
LOT 7 GFE 479.43
I 6803 SF BFE. 472.01
��G �2 FFE: 480.97
G \� �... � \ � \ BFE: 472.22 �
I
EP - - - - - - - - - - - - - - 467 -
TOP = 463.10'
47 1
45''P- INV. OUT = 460.26' 15" RCP /
SD CU INLET W /MHD - -___ l4/ X467-
TOP = 467 46' - - _ _ _ _ __ _� /40� \ \ \ I
INV. UT= 462.81' 15" RCP �\\ \ - - - r OTp�(�7O ��q - / / ;�,�/�� /6 ., ! / / ��h / - - - - - -'
O�Q SD CURB INLET W /MHD - F'900RO✓ 06j, THR/
TOP = 466.48' �cRF 00 /�Q' p��0�
INV. IN= 459.78' 15" RCP Fkp� 128 G ll ��
INV. OUT = 459.76' 18" RCP 78„ �Y) l \ / \ ' '
SD CURB INLET W /MHD ��C,o - _465-
TOP = 465.70' 111 \ 1 J� / / I Q'
�Q INV. IN= 459.57' 15" RCP 11 U I I 1 \ _ _ 1�,\ \
o INV. OUT = 459.57' 15" RCP b �11 \ / \ \ / SOB NO.
iSCALE 1 " =30' 36167
NOR
111 _ _46 _ - 460--\ / / 0 30' 60' SHEET NO.
4 _ _ A ��ti / v SD INLET W /GRAT� , / /
v /
�_DI-7 /.1 , ® ® / Cl . 3
L
0
ai
U
N
0
w
N
0
2-
Q
T
C
O
N
0
c
Im
toto
co
co
Q
`o
0
as
�O
-0 Of
o Ur
Z
�O
22
0
c
E o
0
� N
c
a o
D
°mow
zN
O
� a
g x
H o
0
o
0
0
Q�
o .3
a
>c
Y
N �
7 N
X c:
o .o
� U
w2
�N
(6 0
N o
0 `o
0
E
U CIO
o
-O
-OS
�
�-0
�-0
�U
o c
N o
ch . U
N
-L
MN
N �
U) o
U
Q O
O
490 490 480 480„
U
CRAIG W J. KOT.AMSKI �
Lic. No. 0402048501
NAL
E
0
v
vi
N �
o °
rn EW N
N a-1
W >
Q " U.
Q
L FT
�–
uw O >
QW ° z
J
Lu o o; O
(D W U M a
z �- U
�OLuQ cn
< N LL w
U _ U) N Z
N Ln
m N
. I N LU
M
v
HEIGHT OF OBJECT: L
W
0
vi
OO
O
= z
O u
H
D �
w
w
O
U D
Q o
Z
0
cn DATE
>
7 +20 8 +00 9 +00 10 +00 11 +00 11 +50 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 M 06108115
ROAD B SIGHT DISTANCE PROFILE ROAD A SIGHT DISTANCE PROFILE
} DRAWN BY
HORIZ SCALE: 1"=30' HORIZ SCALE: 1"=30'
VERT SCALE: 1 " =3 VERT SCALE: 1 " =3 J. WILSON
• DESIGNED BY
• C. KOTARSKI
• CHECKED BY
• C. KOTARSKI
• • SCALE
1" = 30'
r)
1..1_ LU
H
zQ�
> O
w�
�QW
J w U
Lu z
LL
J
1� O
H
tA ::,
O
z Q� 1--1
U
0 O
z
0
JOB NO.
36167
SHEET NO.
Cl A
485 485
HEIGHT OF OBJECT: 3. '
480 480
HEIGHT OF EYE: 3.5' N� p \SjNO F �
s \G1� -� O
475 475
EXISTING GRADE
470 470
PROPOSED GRADE
475
475
HEIG
T OF OBJECT: 3.5'
HEIGHT OF OBJECT:
3.5'
470
470
HEIGHT OF EYE: 3.5'
\N /GCE O
_
CEO ,s RHO
� —
SIGHT
28p �T DIS
s�
�
N/ NEpN
�
gLONG �TA�E
NC's
465
LI
�
465
460
460
EXISTING GRADE
—
PROPOSED GRADE
455
455
450
450
445
445
Q)
M
co
a�
465
465
3.5'
/
J
�
460
460
455
455
Cp
��
N
��
�Lj
ML�
M�
�O
475
475
HEIG
T OF OBJECT: 3.5'
HEIGHT OF OBJECT:
3.5'
470
470
HEIGHT OF EYE: 3.5'
\N /GCE O
_
CEO ,s RHO
� —
SIGHT
28p �T DIS
s�
�
N/ NEpN
�
gLONG �TA�E
NC's
465
LI
�
465
460
460
EXISTING GRADE
—
PROPOSED GRADE
455
455
450
450
445
445
Q)
M
co
a�