HomeMy WebLinkAboutSUB201500102 Plat - Submittal (First) Preliminary Plat 2015-06-10SITE 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
MAGISTERIAL DISTRICT: RIO
PROJECT AREA: 4.94 ACRES
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), 20FT (MAX)
SIDE: NONE, 10 FT BUILDING SEPARATION REQUIRED
REAR: 20 FT
PROPOSED USES: 20 SINGLE FAMILY UNITS
LOTS:
LOTS ALLOWED: 4.94 AC x 4 LOT /AC x 1.05(PRESERVED WOODS BONUS FACTOR) = 20.75 LOTS
LOTS PROVIDED: 20 LOTS
LOT SIZE: NO MINIMUM LOT SIZE (CLUSTER DEVELOPMENT)
PRESERVED WOODS:
PRESERVED WOODS REQUIRED: 4.94 AC x 10% =.494 AC
PRESERVED WOODS PROVIDED: 0.80 AC
CLUSTER DEVELOPMENT OPEN SPACE REQUIREMENTS:
OPEN SPACE REQUIRED: 4.94 AC x 25% = 1.24 AC
OPEN SPACE PROVIDED: 1.38 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
AGRICULTURAL /FOREST DISTRICT: NONE
THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. NO STREAM
BUFFERS EXIST ON SITE.
DUNLORAY
PRELIMINARY PLAT
COUNTY OF ALBEMARLE, VIRGINIA
PLANT MATERIAL SCHEDULE
QTY
BOTANICAL NAME COMMON NAME
MINIMUM INSTALLED SIZE
ROOT
CANOPY COVERAGE (SF)
TOTAL CANOPY (SF)
28
QUERCUS PALUSTRIS PIN OAK
2.5" CAL
B &B
419
11,732
16
FRAXINUS AMERICANA ROSE HILL WHITE ASH
2.5" CAL
B &B
253
4,048
LANDSCAPE REQUIRED: 4.94 ACRES - 1.38 ACRES (OPEN SPACE) = 3.56 ACRES X 10% = 15,507 SF
LANDSCAPE PROVIDED: 15,780 SF
TRAFFIC GENERATION
LAND USE
ITE CODE
AMOUNT
UNITS
WEEKDAY
AM PEAK HOUR
PM
PEAK HOUR*
0.00
IN
OUT
TOTAL
IN
OUT
TOTAL
0.00
2.40
0.00
0.00
2.40
48.58
Impervious (acres)
0.001
1.74
0.001
Residential
230
20
Lots
2
7
9
6
4
10
U
z
0
O
Q
ROAD CROSS SECTION
a�
)OD BERKELEY r Starbucks
nwealth
1417
xs
.fir ri
$RA NCHLANDS
6/08/2015
{AINTREE t427
4-
Rio
53i
ca �'
r �
D�
�4'ood Ln
b31
5�1
PROPOSI
SITE
RIVERRLIN
768 in
STONEHENGE
Charlottesville I a81
High School �p0- RIO HEIGHTS Pen
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
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
1.741
35.22
ww
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)
1 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
TOTAL: 4 SHEETS
PRESERVED WOODS AND ORE
LEGEND
PRESERVED WOODS
OPEN SPACE
Q�1
C N
wwoiiiiizAlml 121111116111111111
iVIVA
401
IA�lliil�e� p� rill ',,��H'��
�- NO i ;- X101► �Idl� ,.
W.
MEN
W, lArZEE01
2
_ _
^J
64-- \
I
z
-IIS_ -464- \
�00, \ \
�� 146q� \ /
I
/
Jo,
W
J
JLuLU
ww
c�
Q CIZATGW J. KOTARSKI
Lic, No. 0402048507
E
0
u
vi
N 0
C)
f
W N
E
W Q
Q LL N
0 U. ED0'5;
cl� U) -I
Q Uj +� M
d J p
W �,y L M'
> N
(D W U M
z1-- _Q-
3: 0 <
Of � W
C) 4 U-) cn =`�
�
= U C U�
N Ln
rn °i
M
W
U)
Of
O
U
O
0
W
>
W
U
Q
z
O
>
Of
O
•
•
•
•
CL
O
c�
U)
Z
z
O
d
U
W
z
O_
>
W
W
Q
0
DATE
06/08/15
DRAWN BY
1. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
AS NOTED
Q
^J
z
a
�'
W
J
JLuLU
ww
LU
Q
O
o
U
z
0
O
Q
oC
0
j
t
JOB NO.
36167
SHEET NO.
C1.0
0
c
2
0
0
m
2
U)
0
CnQ
Q
m
0
0
m
2
a
m
Q
c
0
0
:
�a
�O
a�
o (D
2U)
z
a' O
f 2
o g
�o
�0
�N
a o
O 3
Z N
O
2Q
2E X
o�
�0
Q�
o .3
Q0)
N5
�N
X C:
U U
M0
(Do
Ea
7 =
U @
0
Q)-0
�-0
m�
U
0 C
N o
@ U
-0 2 7
N
m�
N 0
m U
Q�
U�
W
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
C1
325.00'
132.28'
67.07'
23 019'13"
S52 °18'03 "E
131.37'
/
I '
MHS
TOP= 460.87' ,
(4 "LATERALS FROM
\ \ \ \ SD CURB INLET W /MHD 4i 2003 & 2009 SHEPHERD'S ��0 ®
TOP= 459.80' INV RIDGE =45 ROAD 4' (8 "PVC OUT) I
Ayes \ \ INV. 1N= 448.93' 18" RCP (SW) g
INV. 1N= 449.00' 18" RCP (SE) /
\ I INV.OUT= 448.90'24 "RCP CI, �
465 \ 1 " p \ 18" CMP 18" RCP W/ FES
III \ l V 1N= ..64� \ INV. 1N= 457.51' INV. 1N= 456.82'
OUT - 463.64' 18" CMP
/ \ INV. 1N= 458.15' -,<zz
EP
D'S RIDGE
I
TMP 62F -315
50' 190 R/1N \ - � / - - \ "RCP W /FES
D,B. 1, -PG. 98 — � �� - T 7 /NV. 1N= 451.90' JEFFREY GWIN JENKINS &
kDUNLORA PH. 3A) i460 EP CMP_ _ _ - - / / F� KATHERINE CHEN JENKINS \
NON - EXCLUSIVE EASEMENT I I , �� / - — _ _ 18 = - - _ - _ - / � / \
Q DB. 4524, PG. 238 � I
OF RIGHT -OF -WAY - �_ I \
FOR LOT 313 I
15 "HDPE _
DB. 2476, PG. 626 I / / \� °\\ \ INV. (OUT)= 470.34' - - - _ \- - - - - _ - - - _ -
1 ASPHALT PATH - _ _ _ _ _ _ _
11 TMP 62F -313 woo D- - _ _ - _ - _- - - - \ \ _ -cY; — _ \�, \ TMP 62F -314
WARREN M. OR TIMBER WALL _ / \ ` / \ _ _ _ _ - - _ - �- JAMES MURRA T &
�r VIRGINIA M. STALLINGS � - Q- �p— — _ - - Qo, I
(0.5' ` / \ \ � LISA MURATT I
trs DB. 3873, PG. 382 - \ PEDASTRIAN / \ - �. DB. 3039, PG. 608 I
v� DB. 3665, PG.379 p� EASEMEI\LI _ - -
S44 °05'52 "E - \ \
28.80' 11 - \ \ mss/ D.B -1901, PG. 94
INLET W/ GRATE l
s
9 ?> TOP,476.57' (MEAN) 5
�J-
\ \ 3g 75.00' 15" HDPE 5`Z` D�' \ \ \ \ CONC. STRUCTURE- - \ l l 65.96' \ \ \ \ 1
\ _ - - - - - - - - - - - - - - (POSSIBLE WELLY,2R /- \465— / / S55-35281 /l I
YARD INLET
\\ - - \ SRPT4CHOUS1f9G) \ =--- - - E 86.07
- 28
, - \ N�LASTIC) - - - - - - - - -
6 - - - -
// W �i ` - -\, 1 8'x8'WOOD
%� _ \ \ _� -_ — SFTEDVDlDD.
S47 °21'05 "E,
42.4 I
\ � F�\/\� � \\�5P \\ 0�`l - ' \ \ \ - ` eRtctF \ � \ \ \ \ � \ _ SS
EJ
\ \ o \\\ \ �� _469- - / \
\ I \ \ \�_ '^ \ \ \ ss ^ /> �\ ��\ \ X470—
CHIM Y ' 0
_ ti \ N I
\ \ \ - BsMT. -- - _ _ — J
FOUNDATI N - - \ - - -
REMNANTS 1 \ _ - - VENT- �" � \
--BRICK 2.1
16.0' 7 STORY WOOD FRAME & \ \ \ \ � 471 - - - --
I
I
n \
\ 1 \ ry SCREEN ` - /
I \ _ _ o - _ , \\ MA3`ONITE COTTAGE / / / II
PORCH \
FUEL ANK �\\ \ \ \\ - 472--- - - - -/
1 / , BS T. VENT o 26.0'
,
W BRICK EPS I \ ) \ \ _ _473_ - I
42.0'
ULL, \ \ 1 W - / ° CHIMNEY
-- _____ ,� / 2 TOFF ODFRAME -&
1 4 >> °�v'P'TU CO HOUSE
,W/ TlC &PARTIAL \ \/ / �n - - - - - -- 474- -- - - - - -/ I I I II \
BASEMENT
TMP 62F -E2 - - - - - - - - _ _ / —475—
ROBERT HAUSER HOMES, INC. TMP 61 -164
DB. 2051, PG. 3 1 — X476 - -- / - - - - -- l N/F
VALERIE M. SHEPHERD & I /
CAREY F. RUBIN
—475— — °� _ - / - - - NOTE: PROPERTY IS \ \ I �B. 2476, PG. 626; DB. 2051, PG. 3
1
N - \
/ / � - I / ' DB. 1880, PG. 102; DB. 1880, PG. 98;
\ / GEN 'RALLY WOODED TREES > 3S "-LQCATED \ _ -� _ _ _ \ \ DB. 76, PG. 51; DB. 4618, PG. 737
\ /M -- - - - - -- _ 474 -__ -,gip- 4.940AC
SIGN: \ - \JP ` I I ZONED: R4
DO NOT I W
ENTER' I
N - -473-
it \
-472-
\ w I EX. EMERG€NC-✓ -471- \ \ \ / I \ \ \ Okp
I ACCESS EASEMENT / / \ I _ —470 i d \ \
(TO BE VACATED) -469-
/ \ DB. 1901, PG. 94
5 \ / _D51,9,051, PG. 3 (c Section)
- - - - - - - - - -
- - -- - / \468_
- - - - - - _ — �' UTILITYEASEMENT \\ \\ _ -473 —_
(FOR RI VANNA WATER & SEWER N
-------- -- 6- - __ - - -_ -`_- -�/ _ - CHARL�ESVILLEGAS ) 4 \`\ \ \\ \
I /
O �F� o , „ G - N44 2505 W 69�J1 ` w- - = = , , , DB.
ROM VD_OZ PRO & 0631 -002- fA- \ \ \
N44 2505 W 60.50— o �
_-468
CURB _ - W� _ _ \ \ \ \ \ -4,71-
I _ - \ - \ /
EP ASPHgLTPATH 0 i G \\ / \ \ \ \ I I \\ \ —470\
0\��1 Q� 0\1 Q - �_ - - - -__ � � ��� !yam \ � \ \V�,�
cd
�O' \ \ \ � \ - - _ - - _ - -469-
I \G \ 2.5' x 2.5' \ �nj
\ \ \ \ \ STONE `
EP ------------------ 467_�DIN -E� E \\ \ _ \__\ .� I COLUMNS \
CURB TOP = 463.10' \ \ \ \ \ \ o ss
INV. OUT = 460.26' 15" RCP \ \ �\
SD CU INLET W/ MHD - - _ - _ _ __46 7 _ BRICK ENTRA I I/�
TOP = 467.46' � - - _ _ _ _ _- __ IW O R \ /\ /,J, �- - - _ _ _ �/ / STRUCTURFi� l /�
INV. UT= 462.81'15 "RCP ---- -- f.� -V�� D, Q \ \�\ -- — - -
'�
xxQ SD CURB INLET W /MHD \ \ \��� _ (MF��ORO�� GJ
° TOP= 466.48' �CRF 37 00 /�Q- O�GO
INV. 1N= 459.78' 15 "RCP \� \ \\ Fkp 128 �\ G
INV. OUT = 459.76' 18" RCP kwY� P
SD CURB INLET W/ MHD ��'�'C,o — —4
TOP = 465.70' \\ \ 111 d \ \ 0,
INV. IN= 459.57 15" RCP \\ U I I
INV. OUT = 459.57' 15" RCP SCALE 1 30'
r460 -� -464_ v \ s / , /
L_
O
Q CR rGW J. KarARSKI '
Lic.:t o. 0402048507
E
0
v
vi
N OC
O �
EW N
N },
u >
Q LL. Q
Lu O
Q LU +� M
-1 a c,0
W
('D W U M
z� - - -tit
X
� O w Q
< ui W
0 Q
_ (1) N
U _
F N Ln
G)
rn v
M
W
F_
0
(D
0
o'
0
W
w_
2
U
Q
z
O
M
O
•
•
•
•
(A
Z
z
O
a
U
V)
w
Z
O
Cn
w
w
a
D
DATE
06108/15
DRAWN BY
J. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
1, 30'
z
D
0
30B NO.
36167
SHEET NO.
C1, l
6
U
N
O
L
N
N
O
fl.
7
a
T
C
(6
O
a)
N
7
0
c
U)
cu
m
a
cm
0
0
as
�o
2
°Z
�o
0
c
E�
a)
c a)
� N
d O
D
C
Z N
O
� a
g x
w �
O
0
a�
2'§
a
>
�
Y
N co
7 N
U
X O
O O
O U
2
�N
(6 =
N O
0 `o
E�
m_
U N
-0
-�
�-5
�6-0
�U
O
N O
u
Co U
MN
U)�
N O
O O
CL o
U�
�E
Q
z
z
H�
>
W
J
0
Jwz
m
0
w
a
U
0
O
z
0
O
Q
�
X
w
0
J
z
D
0
30B NO.
36167
SHEET NO.
C1, l
6
U
N
O
L
N
N
O
fl.
7
a
T
C
(6
O
a)
N
7
0
c
U)
cu
m
a
cm
0
0
as
�o
2
°Z
�o
0
c
E�
a)
c a)
� N
d O
D
C
Z N
O
� a
g x
w �
O
0
a�
2'§
a
>
�
Y
N co
7 N
U
X O
O O
O U
2
�N
(6 =
N O
0 `o
E�
m_
U N
-0
-�
�-5
�6-0
�U
O
N O
u
Co U
MN
U)�
N O
O O
CL o
U�
�E
I '
MHS
TOP = 460.87' /
(4 "LATERALS FROM
\ \ \ \ SD CURB INLET W /MHD 4i 2003 & 2009 SHEPHERD'S ��0 \®
ysA� \�\ \ I \ TOP= 459.80' � RIIDG LROAD 4' (8 "PVC OUT) � I
A y \ INV. 1N= 448.93' 18" RCP (SW) D
INV. 1N= 449.00' 18" RCP (SE) /
\ \ I \ INV. OUT = 448.90'24 "RCP \
_ All,
465 \ \1 p 18" CMP 18" RCP W/ FES
I I \ INV. 1N= 457.51' INV. IN=
V. IN =4 a6
OUT = 463.64' \
\
I G \ 18" CMP
INV. 1N= 458.15'
EP
D'S RIDGE RD. \ -
/ _� 50' R/1N RCP W /FES \
DB' 98 / 7 INV. IN= 451.90' TMP 62F- -315
FDUNLORA PH. 3A) i460 EP -- 1 \ JEFFREY GWIN JENKINS &
NON - EXCLUSIVE EASEMENT \QP \ - — — 1_ - N1P KATHERINE CHEN JENKINS \
_ _ _ _ - - O DB. 4524, PG. 238 P I
OF RIGHT - -OF -WAY ` C 1
\
FOR LOT 313 I ---- -___ -- \
DB. 2476, PG. 626 - / � 15 " HDPE � \
J / 0\\ INV. (OUT)= 470.34'
__ _ __� _ - - -- \�\ TMP62F -314
TMP 62F -313 - - - _- _ - - - - -` I
JAMES MURRAT &
�l
PROPOSED WARREN M. OR
M VIRGINIA M. STALLINGS �Q- �p \�� Qo, LISA MURATT
ACCESS DB. 3873, PG. 382 _ FED
EASEMENT �' �. DB. 3039, PG. 608 I
v� DB. 3665, PG.379 EASEMENT _ -
S44 °05'52 "E - \ \ _ �' DB -1901, PG. 941
VARIABLE WIDTH I I I I I I
28.80 11 INLET W/ GRATE - - _ _ - •yam
s ?j Of�476.5T (MEAN) _ ry�i _ _ - - - - - - , \ . s - \ �� ACSA EASEMENT _ _ _ _ / I \00 \ I I
\ \
75. 00' 15" HDPE \ \ 11 l I 65.961
\ I
S55 °3528 E
-
LOT 20
YARD INLET _ - _ 86\. � ASTIC) 9305 SF S55 °35'28
CO _ \ \Q, UO ,�p _ \\ \ �
IlI I
A /
S47-21'05"E,
�Q' • � � \ \__ IJ
22 �\ \ \ \ \ \ -468 / / l I \ I�\
5 6 \ \ \ LOT 1 469— _
20' REAR
/ I
\ SETBACK (TYP)
11 I\ I
X471 - - - - -/
\4 - - - -'
LOT 18 LOT 19 \ •�.' + \\ \
1
LOT 14 LOT 15 LOT 16 LOT 4450 SF 6207 SF \ zi \ LOT 2
SF
\ 4746 SF 4825 SF 4965 SF I I I ` \ 4880 SF ' / ► I I I \\
\ 1
v 10' BUILDING 5' FRONT w w SETBACK (TYP)
y 1
I
3' T P) 12' FIRE HYDRANT • , III I
(TYP) ASSEMBLY
- - 20 ' Lt• • .. I - - - -474-
+ + +
TMP62F -E2 + bi-6
ROBERT HAUSER HOMES, INC. �� �S + 6 + - - - R B - - - I + ' I LOT 3
DB. 2051, PG. 3 1 = _ -- - - -- - _ _ R212' -- W - - - -- — = - -- 4934 SF
/ - - -- - - _ = _/R300 -_ C -6 _� 'l M. 5 HE,
+ __ I -I 1.
\ + + • - V - =C S 98- VAF�(ABLE WIDTH
- - /
\ / M S � SEM NT � _ � ��: • I � �CSA EASEME
I PIN OAK
(TYP) I \ I LOT
r 5521 SF
LOT 10 / LOT 9
LOT 13 LOT 11 �5064&F- - \ 5152 SF
4850 SF
4750 SF 4791 SF I ROSE HILL
11 WHITE ASH I �- ► I I / I / I
I\ w I EX. EME € C_y I _ _470_ I/ I (TYP)
\ I ACCESS E�4 EMENT I ( I
(TO BE VA I I
DB. 1901, GL94_ /_ I 20' S ORMWATER 70 I / ///
/ \
-D51 2,051, G. 3 (correct7on M INTENANCE
EASEMENT • .: _ -LOT 5,q1��
a _ -- f
6510 SF
----------- - - - - --
UTILITY EASEMENT � � � +
(FOR RIVANNA WATER &SE
- AUTJdORTTY & CITY OF -4 \ LOT 8 / \ \ / / 1 I t
---- - -
– - - -- — _ _
_ _ _ _ - - - , _ CHARLOTTESVILLEGAS) 6804 SF
__
0 �F� - W - DB. 3563, PG. 682 &
�0 O
—N44025'051,'''' W 60.50' - - � � ° -- - ROM VDOZ PROD. 0631- 002 -
-468- , N44 °25'05 "W 6_9�. J1 ` _ � -_ \ \ � � - � , ` \ _ - -
c _ I LOT 6
uR6
ASPHgLTPgTy / fr I - 470422 SF
G
EP
�0 LOT 7
IJ�0 �G'PQ G � \ \ 6606 SF
G S`?2�12 2000, \ \ -469/ r\h / / / / /�I Ik \ //
I
-467_ SDINLET
- - \
' _ 468 -
TOP _ 463.10'
1
c�
_P INV. OUT = 460.26' 15" RCP
SD CU INLET W /MHD
TOP = 467.46' .� _ __ R/ R
INV. UT= 462.81'15 "RCP ---- -- �O ? �'�Q _�_ \ /I c� �� 'h -- — - -
'/
xQ SD CURB INLET W /MHD \ \ _ (MF�OORO� GJ
TOP= 466.48' ��RF 37 00 /�Q- 01 0 / \
INV. 1N= 459.78' 15 "RCP \� \ \\ Fkp 72g �\ G P�
INV. OUT = 459.76' 18" RCP \ �8„ key) P 7
SD CURB INLET W/ MHD ��'�'C,o - -4
TOP = 465.70' 111 d \ \ x,00'
0�Q INV. IN= 459.57' 15" RCP II U I 1 1 \ /�6q- - - �'\ / ► 1 / /
INV. OUT = 459.57' 15" RCP 11 \ 4j \ SCALE 1 30'
\ \
-464_ _ - _ \\ T �Ty % \ \ \ r460 --\ SD INLET W/ GRAT9 � / /
s
L_
O
°`
U CRATGW J. KOTARSKI '
Lica No. 0402048507
;_
0
v
vi
N OC
c.:) E
W N
N },
F w >
Q LL. Q
�
O
Q Lu +� M
a - c'0 W
1,4
('D W U M
O w Q
W
0 Q 't-
_ (1) N
U c �
F_ N Ln
rn °i
M
W
F_
O
O
o!
0
W
W
U
Q
z
O
O
•
•
•
•
•
(A
Z
z
O
a
U
V)
W
Z
O
Cn
W
W
a
0
DATE
06108/15
DRAWN BY
J. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
1, 30'
� z
J
z >w
H� w i--i
J
J w 1_4
W
LLJ
Q
O D
z Q
0
0
Q O
Q
O
J
z
c)
30B NO.
36167
SHEET NO.
C1.2
0
U
N
O
N
O
cua
T
cu
`o
a)
N
7
a)
2
0
U)
a
cu
0
a
0
m
0
�o
o�
U)
�o
0 2i
c �
E o
a)
c o
� N
d O
U 3
zN
0
� a
g x
H o
w o
O
3
0
0
o .3
a
m c�
� Y
N �
7 N
U
X O
O O
O U
i
�N
(6 =
N o
0
E�
U N
_�
U
O C
(n
0) o
co U
cN
M�
N o
O U
CL o
U�
O
U S.� ���� 0402048507 KOTARSKI
MHS � I � � I �r
TOP = 460.87' , cr
(4 "LATERALS FROM
\ \ SD CURB INLET W M 4i 2003 & 2009 SHEPHERD'S 4�0 �® '0IAT.�
\ \ I / HD
TOP= 459.80 RIDGE ROAD '
� INV. CL= 451.94' (8 "PVC OUT)
INV. 1N= 448.93' 18" RCP (SW) tk
INV. 1N= 449.00' 18" RCP (SE) /
\ \ I \ INV.OUT= 448.90'24 "RCP E
o.
465 \ \1 p \ 18 "CMP 18" RCP W/ FES E
I I \ INV. 1N= 457.51' INV. IN= cn 2' / / / \ °�\ w N E
V. IN =4 a
OUT = 463.64' \ Q / /�/ �8,`�\ \ , F- u, Q
18 "CMP V \ �\ , ` c»
INV. 1N= 458.15' \\ Q ai
I /// II I -
�0
EP /// / ��
D'S RIDGE . \
J z O 50' RN RCP W/ FES a
U -
DB. 1901, gg / 1 7 /NV. 1N= 451.90' \ JEFFREY GWIN JENKINS & (D W U M
kDUNLORA PH. 3A) i460 EP CMP _ �" F� KATHERINE CHEN JENKINS z L x U
NON -EXCL USI VE EASEMENT
I I , ��' - -
I
_ _ _ _ - _ _ _ -
- - Q�
-_
DB. 4524, PG. 238 \^� I \
I \
Q O w <
w
w
OF RIGHT -OF -WAY
\ ' �� _
- _ -_ -_ — r
i'
o
FORLOT313
I 15 "HDPE - --
_ _ _=
-- - -- --
\
I
N
�x��
z
DB. 2476, PG. 626
/
\� lNV (OUT) -470 34
-
- \ ASPHA T PAT, _ ,_ — — °
\
J
oC
1-4
l0 w
_ - - - \ \ TMP 62F -314
'-'
-ll TMP 62F -313 woo a- - _ �, \ I O1 M cl�
TIMBER WALL _ - - _ �° JAMES MURRAT &
�^ WARREN M. OR � w
(0.5' � _ _ / - - - Q LISA MURATT Lu
° M � VIRGINIA M. STALLINGS \ / \ :•, + � DB. 3039, PG. 608 I
l DB. 3873, PG. 382 _ - P=k T l I
DB. 3665, PG.379 00 EASE
S44 °05'52 "E -
° . a
- ^�\ _1907, \ \ , I I I I II vi
DB
28.80 I I _ y4' SD INLET W /GRATE 5__
TOP,476.57' (MEAN) J� .�i _ _ - - - - 6, - - - / / I I I 0�� I o
\
� 5.96 \ \
� LE S55'35281
6 / I o
� N
\ _ - - - rn, x465- i l
YARD INLET - ' 6, 93 5 SF OUST ` = -_- °35'28,.E 86,0- , F� / / / / / 11
�9° LASTIC) - - - - • _ _ _ _ S55 /6 \1 i / /I I /l I o
S47 021'05 "E,
\ / z
• \ \ l I \ O
468
I 47 \ T1 \ >
- 47 72 - \ 47 5791 SF I 1
\ / - CONC. _ 473 O
\ FOUNDATI N I — — \
474
(REMNANTS)
Ln
\I" \ •
476 LOT 17 LOT 18 OT 19 \ + \ I I I •
y LOT 14 LOT 15 4450 SF 207 SF � L 1 / I I I I \ •
1 _ ` 47 4746 SF 4825 SF 4965 SF I 4567 SF \ 473 4880 SF / ► I II \\ •
-473-
\ I w I I I I
475
\ / Lu 476 1 • � — — i// °° I I III II
r II \
I
- - Lv L 474 -474-
TMP 62F -E2 +
ROBERT HAUSER HOMES, INC. • + • R B UNDERGROUND + I 49304 3 I Q
DB. 2051, PG. 3
Al STORAGE SYST M
R1E M. HE
+ • + ^EY
NOA
SIGN: A � � —
D: - l 47
ENTER'
P I I 1 I I LOT 4
N I
5521 SF M
LOT 10 LOT 9
LOT 1 LOT 11 x@64 SF - \ 5152 SF
3
LOT 12 I 4850 SF
50 SF 4791 SF
I
11 - 475
\ I ACC 5A ENT I - -470
- (TO BE
\ _ _ DB" 1901, GI_ �_ I 174473
Q \'_ _D512,051, 3 rem 472 �� • / / / / /�� / I I
- - - - -r °° ' 4747 'G' ' _ LOT 5141 --
Q _ --�46 _ \ 6510 SF
- - -- Q
' UTILITY EASEMENT � � �� .•. +, + ,. ; ' � � / /// � I I I � �
- - - -- - (FOR RI VAN/V61 1NA TER & SE -
-- _--- - - -= -- - -- _ AuudeR'%TY &CITY OF L
_ - -- --- - - - - -- ' _ -� _ _ - C4
° - - � - -- _ � W , _ _ _ - - - _ - ' DB. A� 63, PG. 682 & GAS) 6 04 F
N44 25'05 "W 60.50' - - N44 °25' " - - \ �- - - - °-- - - ROM VDOZ PROD. 0631- 002 -
I05 W
Q���1 CURB ASPHgL TPq Ty I -470--6422
I EP 0 °° c 47 11
0� I - °° °° �'\ ° \ /
(� \ \ \ 474
I
Jv0 pc\G P I �� \G v
I20 .00, ° \G
EP — ----------------- 467 -IN
_SDLE�
- - - \ \ 46
CURB o _ _ TOP = 463.10' . \ v \ 7 ° - 468 / \ \ DSO
INV. OUT = 460.26' 15" RCP \
SD CU INLET W /MHD �p = _ R/o \ -- - 467 X467_ ,�7 /
BRICK ENTRA /
TOP = 467.46 -9g/, STRUCTUREi /I
INV. UT= 462.81'15 "RCP ------ �0- �1/z_�Q \ / \c\ \� \ _,\ �c� -- — - -
j 7XI sT
xQ SD CURB INLET W /MHD _ (MFgooRo
TOP= 466.48' ��RF 37,00
INV. IN= 459.78' 15 "RCP F/T 72g N
INV. OUT = 459.76' 18" RCP
SD CURB INLET W/ MHD ��'�'C,o - _4
TOP = 465.70' d \ \ ¢�00, -
0re INV. 1N= 459.57' 15" RCP
INV. OUT = 459.57' 15" RCP SCALE 1 30'
x460 -
-464_ � sSD INLET W/ GRAT9 � i ,
L_
w
a
0
DATE
06/08/15
DRAWN BY
J. WILSON
DESIGNED BY
C. KOTARSKI
CHECKED BY
C. KOTARSKI
SCALE
1, 30'
30B NO.
36167
SHEET NO.
C1.3
6
ai
M
U
N
O
3
N
O
cua
Q
T
cu
0
a)
co
co
0
co
a
cu
m
Q
cm
0
m
0
-Do_
50
-�
o�
U)
�0
�2
0 2i
o
c �
� N
d O
D
�w
(D 3
zN
0
2 Q
g x
H o
w o
O
3
0
0
L
0)
>
Y
�N
U
X O
O O
O U
i
�N
(6 =
N o
0 `o
0
E�
U N
0
co
c�
�U
O
N o
co U
cN
M�
N o
O U
-25 CL o
U�
�
z
a
<
w
H�
Q
�wz
J
oC
1-4
H
J
Z
w
C2
W
J
Q
0
u-
O
0
era
z
z
O
L7
U
z
I..L
Q
O
J
z
30B NO.
36167
SHEET NO.
C1.3
6
ai
M
U
N
O
3
N
O
cua
Q
T
cu
0
a)
co
co
0
co
a
cu
m
Q
cm
0
m
0
-Do_
50
-�
o�
U)
�0
�2
0 2i
o
c �
� N
d O
D
�w
(D 3
zN
0
2 Q
g x
H o
w o
O
3
0
0
L
0)
>
Y
�N
U
X O
O O
O U
i
�N
(6 =
N o
0 `o
0
E�
U N
0
co
c�
�U
O
N o
co U
cN
M�
N o
O U
-25 CL o
U�