HomeMy WebLinkAboutWPO201600069 Plan - As-built 2023-04-11WPO Al\\[D VSMP AS BUILTS FOR
T__zF_f_E11
WHITEHALL
ALBEMARLE
VU-E
DISTRICT
CO U_ \[Ty
PROJECT SPONSOR
VIR (;Il\\TIA
SITE DATA
PROPERTY SIZE: 21.854 ACRES
SURVEY SOURCE: HAMRICK ENGINEERING, P.C., 540-248-7407
DATUM: NAVD 1988
BENCHMARK: NAIL IN BLUE RIDGE AVENUE, ELEVATION 698.02
IMPERVIOUS COVER BREAKDOWN: LAND USE:
BUILDINGS:
SIDEWALKS:
ASPHALT PARKING PAVING
CONCRETE POOL DECK:
TOTAL IMPERVIOUS AREA:
SQ. Fr.
69,297
28,290
84,855
4,446
186,888
ACRES
1.591
0.549
1.948
0.102
4.190
VUE REALTY PARTNERS, LLC
ATTN: MR. WILLIAM PARK
$2 AVON STREET SUITE 200
CHARLOTTESVILLE, VIRGINIA 22902
PHONE: 434-979-2900
PLAN SHEET
INDEX
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
OVERALL AS —BUILT BOUNDARY SURVEY
3
DETAIL AS —BUILT LAYOUT PLAN
4
AS —BUILT STORMWATER MANAGEMENT PLAN
(20 SCALE)
5
AS —BUILT STORMWATER MANAGEMENT PLAN
(20 SCALE)
6
AS —BUILT PUBLIC STORM SEWER PROFILE
7
AS —BUILT BMP PLAN
CROZET
DEVELOPMENT
STORMWATER MANAGEMENT FACILITIES CERTIFICATION SOLUTIONS, LLC
PURSUANT TO 9VAC25-870-55 I HEREBY CERTIFY THAT TO THE BEST OF MY ��� �'0
KNOWLEDGE AND BELIEF, THE STORMWATER MANAGEMENT FACILITIES SHOWN a
ON THESE RECORD DRAWINGS, HAVE BEEN CONSTRUCTED IN ACCORDANCE PROJECT LEGEND
WITH THE APPROVED PLANS AND SPECIFICATIONS.
4ORCHARD SYMBOLS ABBREVIATIONS
BRASIL W. HAMRICK, JR.1/ �5? PROPOSED WATER UNE CC CENTER TO CENTER
NAME SIGNATURE J�P�. {Y cc CURB &GUTTER
6 PROPOSED SEWER LINE CENTERLINE
19318 AUGUST 25, 2021 ,�. u
P Sw EXISTING WATER LINE CMP CORRUGATED METAL PIPE
CONC. CONCRETE
VIRGINIA LICENSE DATE JARMANS GAP ROAD
� EXISTING SEWER LINE DIP DUCTILE IRON PIPE
/ EXISTING CONTOURS A DELTA
"CERTIFY" MEANS TO STATE OR DECLARE A PROFESSIONAL OPINION BASED ON �ESMT EASEMENT
/ 43 SUFFICIENT AND APPROPRIATE ONSITE INSPECTIONS, MATERIAL TESTS, AS -BUILT PROPOSED CONTOURS ELEV. ELEVATION
G�0 � EXISTING SANITARY MANHOLE EX. EXISTING
SURVEY DATA, AND INFORMATION PROVIDED BY OTHER PROFESSIONAL AND @) PROPOSED SANITARY MANHOLE F.H. FIRE HYDRANT
THE CONTRACTOR, CONDUCTED DURING OR AFTER CONSTRUCTION. i-�- GR GROUND SHOT
—t-1— EXISTING DRAINAGE STRUCTURE
T� PROPOSED DRAINAGE STRUCTURE L LENGTINVERH
EXISTING STORM SEWER MH MANHOLE
VICINITY MAP PROPOSED STORM SEWER N/F NOW OR FORMERLY
-)E—X--- x ----- )F- FENCE LINE O.C. ON CENTER
SCALE: 1" = 2,000' R PROPERTY LINE
CQJ UTILITY POLE PVMT. PAVEMENT
GUY WIRE EP EDGE OF PAVEMENT
R RADIUS
OVERHEAD UTILITY LINE RCP REINFORCED CONCRETE PIPE APPROVED
----- a-T ---- UNDERGROUND TELEPHONE R.D. ROOF DRAIN by the Albemarle County
EXISTING POWER UNDERGROUND R/W RIGHT OF WAY CommuniWM WATER MAIN ty�1 veld ment Department
❑ TELEPHONE PEDESTAL SAN SANITARY F lee 4WP0201600069
SWM FOREST AND OPEN SPACE EASEMENT NOTE Z0 EXISTING GAS TBM TEMPORARY BENCH MARK
F/C FACE OF CURB
THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ 5LPROPOSED SEWER LATERAL T/C TOP OF CURB
IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A rys� PROPOSED WATER LATERAL T/P TOP OF PAVEMENT
NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM E N G I N E E R I N G, P . C.
r/s TOP OF SIDEWALK
AUTHORITY, SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND EXISTING FIRE HYDRANT r/G TOP OF GROUND
REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN Land Planning • Public Works *Environmental PROPOSED FIRE HYDRANT W/ WITH
DESIRED VEGETATIVE COMMUNITY (BUT NO MORE THAN FOUR TIMES A YEAR). Brash W. Hamrick Jr. P.E. __ EXISTING CURB &GUTTER C.O. SAN. SEW. CLEAN OUT
IPF IRON PIN FOUND
156 Laurel Hill Road PROPOSED CURB & GUTTER IPS IRON PIN SET
Route 612 East 540-248-7407 REVERSE CURB & GUTTER
Verona, VA 24482 bWheng - Verizon.net NOTE: NOT ALL LEGEND ITEMS MAY APPEAR IN THESE PLANS
PLOT 0WE.• 08/251121
✓OB No. 02-0206
SHEET 1 OF 7
��¢�11y1A
r�
p4;r z°
m
0 \�G
OD/ (� �0
00
G OG�GOG\P� ryry
Q 0 , cv.
GG�� ,�o^9h
I
lPF �516'47
-0 (0 I L8 7 _--'LLJ' J \ \ c� O_
\ a
00 /PS i \ ,'\r2o?• ,N \ TM55C-3-A
r.1 STANLEY MARTIN COMPANIES, LLC O
y�`. �'-"-.� D8.5226,P.309 p
APPROXIMATE LOCATION �.
sr 100-YEAR FLOOD ZONE AE�•�
0 / . \\ 03, F.I. R. M. 51003CO229D \
�chq'QO DATED FEBRUARY 4, 2005
IPF
Ld
Of
�00, i
\ \ (23) LL MIIS OF S _ i _ H
o 3 A /y \ . SS --- \ IPS=IRON P/N SET
ND o
2 2�, SWM FOREST AND OPEN O �3' Q
,S. SPACE EASEMENT E`� SS 41 •<� S4)'6' \ �`�.
SO• DB.4892,P.241 ?4S, 4'S9
�L -14.951 ACRES C` � . ' 0 0 ry ` -
/9,
7.5
1p
P• 2 'op. \O\`� �' i - \ \ .�.?6,v'� �.� TM56A1-1-26
Q� B<p x\ �� \4 STANLEY MARTIN COMPANIES, LLC
cr c \ �� _ _--_- \\ \ DB.5226,P.309
PV OBR''A �SAN/Tq_RY SE EA.SEM_ENT O TM56 \115 \\ �� \<\ S;lp \ �\ L U
lPS i �966� 21.854 ACRES `.\r4i�j•'\ \\?,9, `���
W
A O POST / / se\¢ \ DB.4856,P.582 p� \ ' \2r� �`�\ • z u
00
0.
Q �? \ /P� \ \ ` C''A� ` C ti m
o�cyq / 2 \ 04' 7. \ \ \ r-'A \ W \\ �% \ \��� TM56A 1- 1-30A
v Sip 6v 250• 2>, \ h \ N
v \ . Q 6 s STANLEY MART/N COMPANIES, LLC c x
\ ? \ cP. \ I-.F_ ( ) 20' ACSA W d
90 \ , N72' j 5 50 W 06S \ \ \ ` \ O l� O \ ` DB.5226, P.3O9 SANITARY SEWER 0. w N
AF FS S lPS o}y\\ \\ \\ I QZONN \\9. \ 3$52 I I DB.940,P.61SEMENT w « o
�cti FAT �O 7 ?OS \ UO N O t \\ \ n�
P�. o v 9 8 6 .2� 11 % \ (O o 551 i � I I DANGELA SHEAA c4 >
F IPFI I I h�oj 56 \ Sg• 0 I TM56A1-1-33
N . h m \ \ IPF 5� �� _ 08.2413, P.214
.09
cn I I > O 0.
5 A2 9 TM56A 1-5-A 5kto- - - - ✓EREA•f/AAFl �qNE 30'
TROY W
�+ I Q of / E 5 • \ STANLEY MARTIN COMPANIES, LLC k6• N - - - _ _ _ _ _ - - L
{0 p I 31 ° \` h3 2 \ DB.5226,P.309 5 ^ MS EAR ✓AMES L. AND DEL
CRIS ✓. SABER r
A_o l.c�G1g E 313 4, I►� OB5590,P.14742 LL\J
j m II (23) LIMITS OF \\, 30 21 „E k \` 3.50 S� 6 IPF OB.2194, P.658 TM56A 1-1-328 IPF
A �, SWM FOREST AND OPEN �2 ,p.0 $ 38� 3 /PF DR. 7222,P.394 3.25' M
SPACE EASEMENT \ ? 06 E ` 15 S56'35 33'E W
N I DB.4892,P.241
.5S
\ 125.64S56''293.63'
O 14.951 ACRES 5
kB E
5a S0.
0��g
o o
2FN
N3g 9� O
QI
. \ \ �2 0 ok • \ 13 IPF
Z I lP \ AF��� �Q 1� a6 `' \
�J Q
NSr2,/ss0,� 7
11 ST 884g. lPs \ M BUFFK
ANL� MgRTSC^3^ \ 1-100,OEACHRCREEK
I ��\ Q
Oe s2 6COMay 0 \ ! O
pRC 0gN/FS 4 R \ I I I I <� 0
hA�pp �� +
oR/VF I I (23) LIMITS OF
S0' j X. SWM FOREST AND OPEN `. ^ J
t \ SPACE EASEMENT m Q_
DB. 4892, P.241
14.951 ACRES o s`SN . Z
<
/PS �Z \'-` _ r23 sr• R (19) VAR/ABLE R.W.S.A. !�
y S J Tj WATER LINE V
EASEMENT
CURVE DATA pCT \ �BFq N�rj
C4- R=332.15' L=49'51'00" DB.3912,P.563
ARC=288.99' TAN= 154.36' o _ ' % \ • . x 9��F�S �� \ `F2 F1 L L6 IPF AND
` 67 1 •6 2 �r (20) VARIABLE CENTRAL
CHD=N 17'20 20 "W 279.96' 1 1 • ,� 17 L7 d TELEPHONE COMPANY
8L9 �% OF VIRGINI
EASEMENTA Q Z
lPS N7g err \ ti \\ \ \ TR \ L10 h DB.3938,P.166
%�o• \ ?s-� . (18) VARIABLE R.W.S.A. vj
\�>SANITARY SEWER EASEMEN�'. <r J /,
D .3912,P.555\ �r S56'44'12"W U
o tij F� \ x2 \ \ �\ � E 42. 08' W
TM56-7 3� ER \ R93,�l % U 6 y 1 W
STANLEY MARTIN COMPANIES, LLC Flo 0' \ \ p TE J
DB.5226,P.J09 01NIARP�3 ` // R (13) 20' A.C.S.A.
VOR
NI N0"'RO E A,E.ENT //\_= '`> - `Nol 1.06 (16) VAR ABLESANITARY
DBE9 EASEMENT
CQ
000 NO RIA6 EA510 Box A. C.S.A. 11L1
\ WATER LINE \ W
A i14TERP3852P 3 �IIO SEMENT \ \ EASEMENT m
NA OB' vARIS�Op 383A ROO \ \DB.3865,P.728 J
(17�� R�Tp63868P NS EAyJOTN \\ \\ Q pNQ I
G� jARMVAR191- \\ \ \\
\\\
0
CURVE DATA
C 1- R= 1 172.58' 0=3'50'06"
ARC=78.48' TAN=39.26' N N o W
LLJ
CHD=N79'09'05 "W 78.47' N "I O
C2- R= 1 172.58' A=2'00'17" 00 z p o
ARC=41.03' TAN=20.52' o
CHD=N78'14'10"W 41.03' 0 3 11 C N
C3-R= 1172.58' A= 1'4949"
I`' m
ARC=37.46' TAN= 18.73'
Z
CHD=N80'09'13"W 37.45' a O
Z J W W
W
O 0 Q =
In r] V)
SWM FACILITY EASEMENT
LINE
BEARING
DISTANCE
Fl
N
80'22'04"
E
37.45'
F2
S
50'>6'02"
E
43.99'
F3
N
39'43 58"
E
33.05'
F4
N
35'4629"
W
99.96'
F5
S
80'22'04"
W
27.14'
F6
S
09'37S6"
E
49.06'
F7
S
80'22'04"
W
20.00'
F8
N
71'S7'OS" E
31.86'
F9
N
06'30'52"
E
38.48'
F70
N
09'37S6"
W
34.76'
Fll
N
35'33'44"
W
84.00'
F12
S
5426'16"
W
34.21'
SWM FOREST AND OPEN
SPACE EASEMENT
NO.
LINE TABLE
L 1
S1 1'35 50'E 288.42'
L2
S18'02'S5'E
73.02'
L3
S9'40'02'E
41.03'
L4
S27'4634'E
161.98'
L5
S9'37'S6'E
28.81 '
L6
S53'OB'43'E
17.70'
L7
S28'36'S0'E
45.67'
L8
S1T55'31'E
11.53'
L9
S46'29'S9'E
33.38'
L 10
S26'31 '49'E
19.37'
L 1 1
S26'31 '49'E
23.43'
-A
N ' -
j 4 .
I I , do
II
g o
oo./' G h�EQ� 2 G� os.
p� got \kG ♦ / \
�0 G o GR \ \ \ \\\
op0 � ♦ ♦♦ \ \ \ \9 00
\ / \ \ \
co
TM56-7 P• / ./ / /P trOp�J�•l G ♦(F.j JF'� \ \L"/ �P��
STANLEY MARTIN COMPANIES, LLC �. Q , /
O
DB. 5226, P. 3O9 F G PJ (o �Q
IV
v 5T
^l� p2l 90
Jo\ oE G P�� \ PJ���E
O / / BJ\� ��R� 5 �I \ vJ6pfoJ�\G�(
/y G (23) LlM/TS OF STORM // ♦♦ . / o{pry h ♦ \ % / / / \ \ \ \' / / / ��
WATER MANAGEMENT , J /\ \ ♦ \ \ x. 0 / i
FACILITY EASEMENT
DB. 4892, P.241 Q\IV �
/ 1 u ��/ /l \ o ~
�Ao w m� o•� / / \dry / , Jv'^'
oD o�• C\ Cam,"
06
m0?.x \ \ ��CC \ \ \ , • \`/\\ \ � \ �♦♦- • h P 3l---
- 3W ■ r°=\�W Q2 (18) VAR/ABLE R.W.S.A. h ■ °v_ �Q QZ hi 3W
�\\- - Qi
SANITARY SEWER j TVLm
LA�
: 3
EASEMENT
APO � ' I R � o m^^2 o m�^?
loo ` F.+. =1
\ \ — �h I I I I , �Q" — �J ■ OJ
cc
��� \\'T` �` �- I i�l I I I I I I I I I �S� ■■ ■■ - 69. 19'
WALK
\` 1 I'�I -�b� i --I-rn---s` I -I
NI Tool I ;I --
� -------•---------•----- � ,WATER LINE ♦ 2 8" SANITARY SEWER • Q r�
\vO �jP'[/\ g 6" WATER LINE��� I I' m W
00� ` 1 1 1 .1 I' I I �I I I I I I I I; II '11 cSI I l IouI I I rn
Iv
lCONCRETE WALK 1
CONCRETE WALK 1� ♦ i
, ®
ME
\\\ \ I\ I r /• - ./fqf ■ ■ -I �s - - POOL DECK I (� ' ��.✓.
41
�' '- \�� \ ■ N ■ /l� SWIMMING POOL I J cd
141
^LLJvk
�nmh
\ \\ , �� \\\ N O I- _ g 0 ONE STORY I h p
cAZEeo
(16) VARIABL
A.C.S.A. \E \�t \ \ �� \\ ^ J ■ Q) C3000 HOUSE
- -
\ �a \ m rn
WATER LINE �; ■ ■ I AVENUE
EASEMEI T ; �\ N F - ■ ■ 71. 06'
CURVE DATA (13) 20' A.C.S.A�� \ \ \\ \ ■■ `� ■■ 3 ■ ■■ \
Cl- R= 1 172.58' 0=3'50'06" SANITARY SEWER \� ♦ A -
ARC=78.48' TAN=39.26' EASEMENT \• \\\ \ O DUMPsreR
CHD=N79'09'05'W 78.47' DB.979,P. 132 \ ' \— ' — —
\ \ ♦ \ ,.� RETAINING .WALL .
q wS33 56 54'W 95.65' I N
_________ ___ ______________________ `�'Q1�Ft1K___ — —
449.52
S5 2 W ------
42.0------�vir----••--
42.08' ( )POWER y/RGININYAEASEMENT ELECTRIC AND
N� \ BLUE R/D E AVENUE, ROUTE 1201 iD1_-- __
�� ------ ------ -----------------
--- ---_-- -_ -_ _-------_--
(20) VAR/ABLE CENTRAL
TELEPHONE COMPANY
OF VIRGINIA
EASEMENT
DB.3938, P. 166
AND I
(19) VARIABLE R.W.S.A. VIRGINIA) ELECTRIC AND
I WA TER E POWER(COMPANY EASEMENT
EASEMENT D DB.3912, P.563
♦t
EASEMENTS (TITLE COMMITMENT 01262-227313, SCHEDULE B. PART II):
(1-9) GENERAL NOTES OR NOT A MATTER OF SURVEY OR NOT PLOTTABLE
(10)
DB.379,P.413 COMMONWEALTH OF VIRGINIA, STRIP OR PARCEL OF LAND FOR IMPROVEMENTS OF ROUTE 691, ✓ARMANS
GAP
ROAD.
(11)
DB.828,P.131 RIVANNA WATER AND SEWER AUTHORITY, JO' SANITARY SEWER EASEMENT (PLOTTED)
z
(12)
DB.940,P.61 ALBEMARLE COUNTY SERVICE AUTHORITY, 20' SANITARY SEWER EASEMENT (PLOTTED)
H
(13)
DB.979,P. 132 ALBEMARLE COUNTY SERVICE AUTHORITY, 20' SANITARY SEWER EASEMENT (PLOTTED)
(14)
DB.3852,P.310 ALBEMARLE COUNTY SERVICE AUTHORITY, VARIABLE WIDTH WATER LINE EASEMENT (PLOTTED)
w
(15)
DB.3862,P.408 COMMONWEALTH OF VIRGINIA, PARCEL OF LAND FOR IMPROVEMENTS OF ROUTE 691, ✓ARMANS
GAP
E.
ROAD AND ROUTE 1201, BLUE RIDGE AVENUE.
q �o�
(16)
DB.3865,P.728 ALBEMARLE COUNTY SERVICE AUTHORITY, VARIABLE WIDTH WATER LINE EASEMENT (PLOTTED)
o��2s
(17)
DB.3868,P.383 COMMONWEALTH OF VIRGINIA, BOX CULVERT, WING WALL AND SLOPE EASEMENT (PLOTTED)
o
(18)
DB.3912,P.555 RIVANNA WATER AND SEWER AUTHORITY, VARIABLE WIDTH SANITARY SEWER EASEMENT (PLOTTED)
z
(19)
OB.3912,P.563 RIVANNA WATER AND SEWER AUTHORITY, VARIABLE WIDTH WATER LINE EASEMENT (PLOTTED)
W�
u_
(20)
DB.3938,P.166 CENTRAL TELEPHONE COMPANY OF VIRGINIA, VARIABLE WIDTH EASEMENT (PLOTTED)
(21)
DB.4650,P.576 PLAT ENTITLED "BOUNDARY LINE ADJUSTMENT PLAT, CROZET DEVELOPMENT SOLUTIONS, LLC PROPERTIES,
LLJ
737,
WHITEHALL DISTRICT, ALBEMARLE COUNTY, VIRGIN/A"
Q
ZG\
(22)
DB.4886,P.402 STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT (NOT PLOTTABLE)
♦
(23) OB.4892,P.241 DEED OF DEDICATION AND EASEMENT -PLAT SHOWING LIMITS OF SWM FACILITY EASEMENTS
AND
SWM FOREST AND OPEN SPACE EASEMENT
(24)
DB.4894,P. 190 'BOUNDARY LINE ADJUSTMENT PLAT, VUE REALTY PARTNERS, LLC PROPERTY, WHITEHALL
DISTRICT, ALBEMARLE COUNTY, VIRGIN/A"
---
----------
- — — —
S33'29'46 "W
160.52'
I Ir (72) 20' A.C.S.A.
SANITARY SEWER
II I EASEMENT
DB.940,P.61
�Nro I
I I I
N I Q: I I
I I I
�Irn I
I I
h
zt�)nN
i i
II
a
I
I
II V
I I
I W C9 N
ii oe�o
I I
I I
I
I II
I II
II
I
I
I
I
I
I
I it I
I
I it I
I
I
I
m I I
I iI
I
I II
m I I
I
III
I
II
W!oIN I I
II
II
Qgo�a
I
II
III
J I
� I
I
Ilj
I
I
I
I
I
III
III
I Iil
III
I Ii I
I I
I II I
_--- _--- ______
— — . ems%—
—
•
n
G
U
�
o
m
o06
0�
C�
W
a
►
W
U
WI
�
ox
W
a
�z>
LEGEND:
IPF=
IRON PIN FOUND
=
UTILITY POLE
=
FIRE HYDRANT
Z
• =
WATER VALVE
J
® =
WATER METER
LL
=
STORM CURB DROP INLET
0 =
STORM MANHOLE
Q
-=
SANTARY SEWER MANHOLE
m =
ELECTRIC TRANSFORMER
i
O
■ =
AIR CONDITION UNIT
HQ
}-
Q
Z
0
I--
U
m
W
F-
Q
Z
w
J
O
2
=
W
F-
m
Q
o
N
n
0
N
I
N
oN
\
o
O
o
o
o
Z
C
_
=
M
0
3
I
m
z
J
IL
O
Z
W
H
J
W
0]
U
W
O
Q
=
V)
0
(n
0 /
, „&
�/ y� s96;
75\ L.F. 4" ri
RD 02.00%
of
23 ; 0 0
¢4 O
S22g
s9499 s96Ig
~ -
It-
14
MATCH LINE SEE SHEETE
INV= INV=702.56f
MH /j// /r 699.50 I RD 0 2 00%
30 L.F. 8"-
RD ® 1.00%
I\J INV=701.gL
\
I
T
7
� L
I
= TOP= -
FT1
FTI O FTl 703.20
MH MATCH LINE SEE
3
SHEET C17
II
�� 701.93
II o
\
rl
\
8"S
J
O
J�O II
O J N TOP=-
qH
;
fV
O O0 703.20
C INV-
r
O
Z 701.93
A
co
co J
®T ®T
7
A
TOP=703.20
6
INV=701.93
10' 1 10y1
f30
0
26 L.F. 8"
NEW 30' ACSA WATER
RD 0 1.00%
& SEWER LINE EASEMENT
TOP=702.61
o
INV-700 41
41
TOP=702.62
INV=701.35
-TOP=703.14
IN/ V= 701.87
TOP=702.90
INV=701.05
38 J. . 8"
f
RD ®1.00%�
�
L_I
mJ
r_N00l
rrl
CACD
-P.
co
CDP=70.
TO
CD
INV=7DD.67Z00
L7
TOP=703.14
INV=701.87
INV=
A
F
n
A
0
0
TOP-703.INV=701.5
14 TOP-703.56
3
� TOP=701.23 40 L.F. 8" INV=701.35
,4 INV=699.96 RD 0 11.50% INV=702.56 TOP=703.14
INV=701.35
TOP=703.1 ° TOP=703.14 INV=
0 NV=701.35 NV=701.35 697 18
INV=
697.08 0
lel 4 / ST L4n 51 L.F. 4" RD 0 8. 7%
4j#1 10 L.F. 6"
iL
10
\ 18
/ NEW 20' ACSA SANITARY 20
/ , ♦ `041, 41
04
0 19
/ SEWER EASEMENT / 9 ♦ �, 8"W 8"W 8"W 8"W�,
/ / ♦ � `, MH � n � MH ,
/ / ♦ 6'W - 6"W NEW 30' ACSA WATER '
/ / ♦ �, & SEWER LINE EASEMENT ,
TOP=699.25 ♦ A - - - - �o ; ® _ 5
wv=ssss7 ♦ � � � �� I
/ TOP=699.25 ♦ � � , 1
INV= rn ym
695.60 -, Io �o am
I / v _ �o T MAIL INV=705.95-�
/ 75 L.F. 4" T INV= INV= 2�i L.F. ®1 KIOSK INV=705.95-�
RD ®3.83% 7 • 704.00 706.00 36L.F. 4" RD
30 L.F. 4 1
3% IC 11
N FSL
INV= POOL DECK
8"S INV=
704.53
/ MH \ 17 L.F. 4" INV= 703.00
1"WS o°
RD 02.88% 698.47 0 r
TOP=698.64 0 TOP=706.50
INV= 956 S.F. POOL INV=703.11
20�-
mN 687.82 INV=697.37 -
\\ c2 ID
TOP=688.60 ^f
INV=687.33
76 L.F. 4" RD oo TOP-606.90 z Z TOP=706.35 , N
\\\ \ ® VARIABLE SLOPE C� 17 L.F. ® N INV=705.63 1 INV=705.08 =
T \ \\ \ �? INV= INV= TOP=688.36 N 4" RD N
677.00 681.80 ?l l a -Tl -7l No _
® \ \ INV=685.16 \ = o (� O fT
\\ \ rn Tl ( 0 33 L.F. 4" RD T1 T m n j fT
\ J fTl fTl 1 nmn TOP=699.50 fTl _fTl O = r rn INV=705.95
\\\ �TOI==698.64 INV=696.14 _< F- 0 704.53 TA - a
\\ \ \ ? -p I r C C-�1 697.37 FT1° I Gi = > - J N
\\\ q \ %, o N� J� , N J J INV=705.90 ® W CD CD O� INV=705.95
\\ \ \\ \ ® 00 O CDU) or)O CD N N FSL C CD
CD O°
\ \ \ N c0 • J O o Ln Z Qp
\ C O 1"WS O Co
o O
\\ \ \ \ \ U1 O 'u O 26 L.F. 4" 00 00 Z ^y
CIO
\ ok � p Rp � ? INV=707.34
4
\ \\ \ \ TOP=606.90 _ _ -71
\ INV=705.63 o TI n
\ \ \ bmm FT1 CA O r
\\ \ \ , \ K� 687.82 o CO J FTl ° INV=703.77 A
\ TOP=60�y
INV=705.63.63 An = J U) o
\ \rn T TOP=698.64 22 L.F. 4" RD ®23.32% r J \\ \ yc^ u 8
\ , �F INV=696.67 INV= nm O O
\ \ \ 21 L.F. 4 ° 705.50
686.SORD ®6.29% INV= �� a 00 U) =
698.47 fT m
♦ \ INV= o Qo
\ , 696.87 J INV=704.00 m
\ \ \ \ \ It 0IV
2.00 INV=707.34 26(F 6"
\\ \ \ ° INV=707.34 INV=705.95
RD 0 5. 1% NV= °D o INV =70.13 %
706.00 � INV=704.13
\ \ \ F. 4" RD 0 2.00%
/-TOP=706.27
;\ INV=7D5.00 \\
Q\\ /\� , EXISTING POLE
,6p6 R0,0' TO BE RELOCATED
EXISTING
\ I e
\\\ \ 7� \\ �� - - - T
W12 EW12" EW12"
- - - - - - - - - - - - - - - - - ------------------------ ---- ------------
EXISTING POLE POLE
\\\\ \\ \ TO BE REMOVED - - - - - - - - - - - -
_ - - -
- -----I----- -
\\ - I
8"ES 8"ES -� 8"ES�- 8"ES
\\ 0
n ��! BLUE RIDGE AVENUE
rzi
mf
NCI mD
Mo
z �^
n
m
A
I
TOP=706.50
INV=705.00
EXISTING POLE TO BE RELOCATED
z
O
H
o_
Ir
U
Ld
w
C)
O
Z
W
Of
w
Q
Ck
m
W
L �L
CL
L
cr z
O Z
0 W
W
V
J Q
MQry� Z
rW Q
VJ
Q
Z
U_
°C
WvJ
0
>
�U
W
_j
I-'
W
J
QC
22
L
7
m
a
O
N
I
NO
N
ON
w
p
(U
\
O
O
--__ U-)Z
O
N
N
2
U
-
o
m
I
m
ca
z°
w
o
Z
H
J
w
W
mO
LJ
U
Q
:I_
a
N
cr)
k4
71
®71
-+ A
00
o
/
m �a
J �o� .4
m
,°w�
\ oN
\ Zv
=o
m ,.,
\ \ V M
N
_ \ C
/ ex�SnN\wp0 \
/ pUFFfR
\
\ \
O� 1g
�•F
"Id
0 \
yy� Ay
4>6 \
� d
60. 8g �� 01
6 a
d0 9
0j 10
4„RDF
o gOg\w. iC-i v/ V�
ya; r 0(l
�7
n
° TOP wr'o `aa'2 a,'�
9 q�r2 y
�i ♦♦a �w �4, �� Off\
A ,aa ii O ry / • ® 6
M"q 21
®•��` \\
I •�000 '0 O� = x
— �4• ®i�1 g� �S2
•096a, /yb OOl�i / T19 s9s 0 Pam® T
/ 2LOps 'r'O 6'.
sA96,
b
\ \ \
9�'
09 � `�O� c, ' sew
��� Aee
D 6 l'COL — ']'H'J \ �� sus ®...... o
S11 N n t l )\�i oiS Z �a s9ss
OOL 0010 '
I L L"9Z=1H013H
Z � \
/
°
f� ° \ g \ s9ly •
0
T°
/y%
I \ ♦ Rom°
AC9.0 9
<\ l
IQ
,69'9Z=1H013H g b ° V�y
11
N 9
O o
0 g . \ 4-0)(\
♦ / \
Ogg p / o�
6'Q %
yb\&Q tr
1NIVOSV3 3NI1
831VM VSOV ,OZ M3N / {y,0.� r.° °
t ' TO,0
00
o �� I�vs 8>
— — — � — — t9 Xy \. SAiiG\ 2
O 1S \\ r OQ
_ Pal
6cQ • 0,
"Y o�P°
�n ° y
e, \>>Cy
P ti
P°
6
sr
rag
% \\6' .gyp Aou �S.6go,'a0
'QZPO ®r ^fig
�(P
g
!11 s9�2 ® p
e, 'd°l c
® g1A
O°9 �
/ 0
s'0 6, s
PLOTTED 08/25/21
JOB No. BWH NO. 02-0206 DATE REV. No. DESCRIPTION �pLTH OF
THE VUE o�
SCALE 1" = 20'
WHITEHALL DISTRICT AS -BUILT STORMWATER L N GI N EER I N G, P.C. sw�ssa x. HMMCK Jr.
DATE MARCH ,o, 2021
Land Planning • Public Works -Environmental LICEN No. �
SS,oN�
ALBEMARLE COUNTY, VIRGINIA
MANAGEMENT PLAN Brasil W. Hamrick, Jr., F.E. 156 E.antel I3i8 Road
�yOl
SHEET NO. 5 OF 7 Route 612East �248-7407 Al, Verona, VA2d482 bwheugQvorfizom.met 08 2 /21
PRIVATE STORM SEWER VERIFIED IN PLACE
AND FUNCTIONAL
STORM SEWER WITHIN PUBLIC R-O-W OR
PUBLIC EASEMENT VERIFIED BY FIELD SURVEY
SEE PROFILE FOR AS -BUILT INFORMATION
STORM SEWER PIPES
STR PIPE RUN DESCRIPTION
FROM FT0O
9
8
127 LF. 15" ADS N-12 0 3.58%
8
7
59 L.F. 15" ADS N-12 0 1.02%
7
6
44 L.F. 15" ADS N-12 0 1.00%
12
6
45 L.F. 15" ADS N-12 0 2.33%
6
5
50 L.F. 15" ADS N-12 0 1.00%
11
10
60 L.F. 15" ADS N-12 0 1.00%
10
5
82 L.F. 15" ADS N-12 0 2.55%
5
4
68 L.F. 18" ADS N-12 0 1.00%
4
3
58 L.F. 18" ADS N-12 0 1.00%
3
2
42 L.F. 18" ADS N-12 0 1.00%
2
1
34 L.F. 18" ADS N-12 0 1.00%
23
22
107 L.F. 15" ADS N-12 0 0.57%
22
21
12 L.F. 15" ADS N-12 0 1.67%
21
20
58 L.F. 15" ADS N-12 0 5.84%
20
19
67 L.F. 15" ADS N-12 0 1.04%
31
19
71 L.F. 15" ADS N-12 0 9.96%
19
18
80 L.F. 15" ADS N-12 0 0.96%
30
18
70 L.F. 15" ADS N-12 0 8.41%
18
17
101 L.F. 15" ADS N-12 0 1.00%
33
32
36 L.F. 15" ADS N-12 0 0.50%
32
17
39 L.F. 15" ADS N-12 0 1.00%
17
16
59 L.F. 18" ADS N-12 0 1.00%
16
15
19 L.F. 18" ADS N-12 0 0.95%
15
14
38 L.F. 18" ADS N-12 0 1.74%
26
25
61 L.F. 15" ADS N-12 0 7.15%
25
24
101 L.F. 15" ADS N-12 0 2.38%
24
28
49 L.F. 15" ADS N-12 0 4.98%
27
28
79 L.F. 15" ADS N-12 0 3.04%
29
28
34 L.F. 15" ADS N-12 0 3.32%
28
14
37 L.F. 15" ADS N-12 0 5.00%
14
13
19 L.F. 24" ADS N-12 0 2.00%
38
1 37
103 LF. 15" ADS N-12 0 9.53%
37
36
186 LF. 15" ADS N-12 0 11.65%
36
35
137 L.F. 15" ADS N-12 0 5.65%
35
EX
31 L.F. 15" ADS N-12 0 1.97%
STORM SEWER STRUCTURES
STR
INVERTS
NO
TYPE
TOP
IN OUT
1
ES-2
N/A
682.00
N/A
2-694.00 4" RD
2
MH-1
684.99
682.34
696.90
3
CAMAL FOUNDARY
685.51
685.41
697.26
CB-74 CURB GRATE
4
687.97(4" RD)
686.09
695.96
686.19
8.5 87.38 ` FM ?10) 0)
686.87
694.94
D
6
"'.3414FM
FM
687.47
696.92
7
__59234
692.88
692.78
697.69
8
693.78(8" RD)
693.48
697.50
693.58
9
N/A
698.13
702.05
10
689.57(4" RD)
689.47
694.71
690.13
11
690.83 4" RD
690.83 8" RD
690.73
694.65
12
693.49 (4" RD)
693.39
697.31
13
ES-2
N/A
679.00
N/A
14
CAMAL FOUNDARY
694 fig
691.10
4 RD
FM 1
679.38
696.02
B-74 CURB GRATE
691.10
FM 28
15
MH-1
691.86
691.76
697.13
16
CAMAL FOUNDARY
695.70 (4" RD)
692.04
697.34
CB-74 CURB GRATE
692.14
17
692.83 FM 32
693.83 FM 18
692.73
699.70
696.94 6" RD
18
694.94 FM 19
694.94 FM 30
694.84
702.85
RD
es'ei (IF
s695.81
19
m
FM 20
695.71
704.41
20
696.61(4" RD)
696.51
704.34
696.61
21
701.60(4" RD)
700.00
705.52
701.60
22
701.90
701.80
705.82
23
702.61(4" RD)
702.51
706.43
24
695.87
695.49
701.51
25
700.00 %' RD)
698.27
706.04
698. 7
26
703.23 (4" RD)
703.13
707.05
27
MH-1
695.55 4" RD
695.55 8" RD
695.45
702.25
2B
CAMAL FOUNDARY
B-74 CURB GRATE
693.05 FM 27
692.95
696.97
693.05 FM 29
29
N/A
694.18
698.10
30
701.51 (4" RD)
700.83
705.33
31
MH-1
702.98 (8" RD)
702.88
707.10
32
CAMAL FOUNDARY
B-74 CURB GRATE
694.32
693.22
698.45
33
694.60 (4" RD)
694.50
697.06
34
NOT LJ!S;EE1)
35
MH-1
670.11 (4" RD)
669.01
675.50
670.11
36
DI-3B
L=10.0'
677.95
677.85
681.87
37
DI-3B
L=6.0'
700.78
699.61
707.44
38
DI-3B
L=8.0'
N/A
/
710.60
716.37
PRIVATE STORM SEWER VERIFIED IN PLACE
AND FUNCTIONAL
750
740
730
720
710
700
•:1
670
••9
650
STORM SEWER WITHIN PUBLIC R-O-W OR
PUBLIC EASEMENT VERIFIED BY FIELD SURVEY 640
SEE PROFILE FOR AS -BUILT INFORMATION
STR 37
STR 38
o
�
CEX
STR STR 35
STR 36
0
o
n r
n
16 �
III
Zp
06
0
O
0
Z Z
J
Z
pN
p0
OMO
mK
w
m=
tp0
o�m
0oorn
o
000
o
AS -BUILT IN
RMATION
+z
o�
n l
so
+Z
z s
o p
II
�o
SHOWN IN B
XES (TYP)
p
rn ^
v+i
it-o
-o
ZZ
it
��
Z_Z
ps
a�>
o�
Q>
K
V z
>�
N-
rnW
�poom
+IIS
ao
II
Il
zp
�
~O
Nzs
HO
o�¢>>
> V)
o�
>0_'
II-o
�>>
NZZ
09
OPF'
o3
z
0
PROPOSED
U
GRADE
0
5
0
z
0
°)0
0 Z
�O
±
15
o
eoww
z_
>
EXISTING
z
GRADE
`n
w -
W
® 565%rl
HYDRAULIC
GRADE LINE
I
HOPE
15"
�31
3
LF 15" HOPE 0
1.97%
0
z
N
0
0
U
w
J
Z
Sw0
a
°D 3
+_
�ro
w
N
w
o
v~i
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
STORM SEWER PROFILE STR 34 - STR 38
SCALE: HORIZONTAL: 1 "=50', VERTICAL: 1 "=10'
750
740
730
720
710
700
•o1
•:e
670
••1I
650
640
0
Z
W
Of
n
n
Q
Z
F_
U
Ir
>
I
LLJ
F-
r-
�U
W
�
w
a:
Q
w
m
J
Q
o
r-
0
N
I
N
NO
C4
N
W
O
00
0
o
o
w
0
2
0
U
co
Ld
Z
m
CC
0
<
p
Q
d
Z
O
Z
W
J
LJ
07
U
W
0
Q
2
1n
0
(f)
ANNUAL LEVEL SPREADER MAINTENANCE INSPECTION WILL INCLUDE THE FOLLOWING:
1. INSURE RUNOFF THROUGH THE LEVEL SPREADER IS NOT SHORT-CIRCUITING THE OVERFLOW CONTROL SECTION.
2. REMOVE ANY DEBRIS WITHIN THE LEVEL SPREADER AND DISPOSE OF ANY EXCESS LANDSCAPE WASTE OR YARD CLIPPINGS.
3. VERIFY NO SCOUR OR EROSION DAMAGE HAS OCCURRED WITHIN THE LEVEL SPREADER AND REPAIR AS NECESSARY.
4. VERIFY THE LEVEL SPREADER IS PERFORMING PROPERLY AND THAT FLOWS ARE NOT RE-CONSENTRATING ON THE
DOWN GRADIENT SIDE OF THE SPREADER.
5. REMOVE ANY INVASIVE SPECIES OR WEEDS AND LOOK FOR ANY TROUBLESOME PEST INFESTATION.
6. IF STANDING WATER EXISTS FILL ANY LOW SPOTS.
7. RE SEED OR RE PLANT ANY BARE AREAS AROUND THE LEVEL SPREADER.
00 —
ukfI7r4TIOl,I PL41TIVG LIG it 1,1_1GV
2
/ \ _
rx � \
CY
1YPE 1 y� -
Iv I1
11rr213697—
682FF2�F B• F�1DSG.
UI3TN0I666�_ 3 MA_INIENANC�—_697.-86
—TYPE 8�
NPE2
— —
/�7
/
EXISTINrp, 1 00-YEq 675
LIMIT _ _ /5 Z=7_�40
I I / / / � / �/ / /�� QQ'
OPEN AR 14
FOR N452 �LANTINGSI CONSISTING
1�� 14223 SF Sc
/
/+TISFYING 7� USED
/ 3,617�x? = 14,138M5�� O�REQUIREMENT `� OF SwM FP
66o �\M\j / /
3,452 SQUARE FEET OF
MITGARBOED�R€A REQUIRING
3,617 SQUARE FEET OF
DISTURBED AREA REQUIRING
MITIGATION
/p
I 1 \ I 1 I I \ I \��`/' REEK /
POWEL,LSC /
670
\ \\\\\ Xz
//
//// // STREAI9 PR07EC710N AREA 6UFFER�—
685 685
TOP OF FILL
687 ` \ 687 682
1+00 1+50 2+00
OUTFALL CHANNEL FROM STORM
STRUCTURE NO.1 THRU LEVEL SPREADER
SCALE: HORIZONTAL: 1"=30', VERTICAL: 1"=3'
MITIGATION PLANTING PLAN
PLANTING REQUIREMENT:
FOR EVERY 400 SQUARE -FOOT UNIT (20'x2O') OR FRACTION THEREOF, PLANT:
ONE (1) CANOPY TREE ® 1.5" - 2" CALIPER OR LARGE EVERGREEN ® 6'
TWO (2) UNDERSTORY THREES ® 0.75" - 1.5" CALIPER OR EVERGREEN ® 4'
OR ONE (1) UNDERSTORY TREE AND TWO (2) LARGE SHRUBS ® 3' - 4'
THREE (3) SMALL SHRUBS OR WOODY GROUND COVER ® 15" - 18"
PLANTING PROVIDED:
14,223/400 = 35.56 UNITS, USE 36 UNITS
36 UNITS X 1 CANOPY TREE = 36 CANOPY TREES
36 UNITS x 2 UNDERSTORY TREES = 72 UNDERSTORY TREES
36 UNITS x 3 SMALL SHRUBS = 108 SMALL SHRUBS
216 PLANTS
684 679
681 676
678 673
675 670
1. OWNER IS RESPONSIBLE FOR MAINTAINING SHRUBS & TREES AND REPLACING
ANY IN THE PROPER SEASON SHOULD THEY DIE.
2. IN THE FIRST YEAR OF ESTABLISHMENT PLANTS & TREES WILL BE WATERED
AS REQUIRED (ONE TIME PER WEEK WHEN LESS THAN 1" OF RAINFALL OCCURS)
3. TREES WILL BE PRUNED & MAINTAINED TO PROMOTE GOOD STRUCTURAL GROWTH.
4. TREES WILL NOT BE TOPPED.
5. BARE PATCHES IN GRASSED AREAS WILL BE RE -SEEDED IN PROPER SEASON TO ENSURE
A GOOD STAND OF TURF.
6. OWNER ASSUMES RESPONSIBILITY FOR CARE & MAINTENANCE OF LANDSCAPING AND
WILL HIRE A COMPETENT LANDSCAPE CONTRACTOR IF THEY ARE UNABLE TO DO SO.
EXISTING
oor
OUTFp��
GRADE
24' PIPE
/
TOP OF RIGID SPREADER
= 677.00
BOTTOM OF DISSIPATOR
STORAGE = 676.00
KEE
0
0
0p
PRO
GRADE
0
00
u
u
Z
1+00 1+50
OUTFALL CHANNEL FROM STORM
STRUCTURE NO.13 THRU LEVEL SPREADER
SCALE: HORIZONTAL: 1 =30 , VERTICAL: 1 "=3'
3:1 OR FLATTER
DISSIPATOR STORAGE SECTION MUST BE AT
DISSIPATOR
(NO VISIBLE STANDING SPREADER FILL TO TIE INTO LEAST 6' AEOVE
SECTION
wSIR EXISTING GRAM—II,E•i—
(PATER lS 7iT F€HAIW s MON I I THE TIMBER HEIR 6"
IO'
(WHERE FILL IS
rN rNxs sr-crnawl 51
ZO'
Sty �682
;REEOUIRED)
�¢ll
679
676
673
670
2+00
2-1 NI
%ilon
SECTION A
GROUND ELEVATION MUST BE
AT LEAST 2' BELOW THE
OUTFALL PIPE INTENT
D'XA' PRESSURE TREATED TIMBER INSTnI , 3F6-INCH GLLYAFIZFD
(INSTALLED LEVEL)
MOOT i3 STONE WHAPPED IN I STEEL STAPLES EVERY IP
GALVANIZED STEEL 1I2-INCH MESHII INCHES ALONG THE EDGES OF
19 GAUGE HARDWARE CLOTH--,\ THE HARDWARE CLOTH
I£' WDE
ACROSS TOP
MIXTURE OF CLASS N RIP RAP. YDOT 113
STONE AND YOST #21WO STONE BELOW FILTER ND. E EPDXY [DATED
GROUND ELEVATION AT WEIR OUTFALL `FAERX NENAR d' LONG i I' O.C.
SECTION B
HENRICO COUNTY
MINIMUM STANDARD 9.01
ENERGY DISSIPATOR — DESIGN A
PROVIDE FILL AS�
NECESSARY TO TIE
70P OfSPREADER
WEIGI R INTO
EXISTING GRADE
(see SECTION 0
SECTION C
0
TIE INTO EXISTING GRADE
AT 3 1 OR MA77ER
I
EXCAVATE FOR PHI
STDRIOG SECTION - LING SR
ANe eaTTDH YATl1 16" UABV Al
RIP RIP AM FILTER
Ct TH (ADAS7AV OAIF
Aao* WQROG:b E4EYAwAy
,AT 7M NEW AW
+' '• + +' r a .r + +•I� w SPREADER
ANY AREA DISTURBED BELOW w a m m WEIRSECTI(
.. .,. ,,. .THE HER SECTION MUST RE : - . 6•
.. . v STAOILIMID WITH SUP .. . v
LENGTH OF SPREADER --- /
DOWNSTREAM FROM STIR 13 = 84.30'DESIGN = 84'
DOWNSTREAM FROM STIR = 74.05': DESIGN = 74'
r ,1'
j�.
O�
� Z
�.
G
a
� w
w
Xo
no.
cam'
I
n
r
i
•
ti
� C
U�
a
w �G
CD
LI JLLJ
0 U
4r
Z
—
U m
LL��
Iwo
0
�
� xw�
�x>
Z
J �
m
c�
Q m
Z
U_
W
~
Q
z
W
F-
W
-J
fr
2
Q
MW
W
Q
(U
04 04
O
P_
\
ul
00
C
I
0
o
Z
0
N
CD
o
O
PJ
Fa
LIB
=
m
I
U
0
r
o
z
—1
O
IL
z
W
0]
O
J
U
In
Ld
Q
0
W
=
U)