HomeMy WebLinkAboutWPO201400059 Plan - As-built 2019-09-25IRON PIN FOUN
WOODBRIAR ASSOCIATES ASSOCIATION INC
D.B. 4487, PG 111 TMP
032GO-00-00-00100
SIG
WOODBRIAR ASSOCIATES
ASSOCIATION INC
D.B. 41 1 1, PG 477 TMP
032GO-08-00-000AO
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
450.50'
29.54'
29.53'
S 18'07'37" E
C2
456.50'
75.63'
75.54'
S 30*39'14" E
C3
46&50'
70.47'
70.40'
S 45'46'19" E
LINE
BEARING
DISTANCE
L1
S 15°38'38" E
47.08'
L2
S 24°40'04" E
50.37'
L3
S 35°24' 12" W
12.48'
L4
N 21°53'39" E
1.69'
TOP 426.4 IRON PIN F
IN27° 10'26" E 461.36' J - LATN038.161387/LONGW078.421880
= FILTERRA
=1NLET-_ D.I.
TOP 431.9 - LATN038 161399/LONGW078.421961 TOP 42 6. fib- D . 1.
30.0' SETBACK IN 419.36 TO
RETAINING WALL - OUT 419.46 IN
�wPLK
_
r LATNO38.161342/LONGW078.422434
FLTERRA D.I_
- - INLET- TOP 430.98
OUT 424.38 = D I LATNO38.161318/LONGWO78.42209
BOULDERVIEW ROAD 0 LATN
'
_ _ x� (47 PRIVATE RAW)
F \ - - - - - - - - _ _ _ _ _ _ _ - - - (3) NELLIE R STEVENS HOLLY D.1. TOP 430.51
L----� ---------- ___ -- _ -FOER IN 423.71
/�----------------��� OUT 423.61
------- WALK ----- -
------- \ 10.01' /WPL� --- TOP 431.4
����_ _ _ _-FILTERRA • • `-�
INLET TOP 426.84 \\
j IN 419.64
IN 419.04
OUT 416.04
� I
I I
1 \\\ N29°24'52"E ACC NDERGROUND
STO---- LP GAS TANK
II SIGN --_________--- STOP- 1y91P 420.87
/
SIGN I / °G� //� 415.37
PD' SETBACK i w w v s� / o�G // /OUT 412.27
� ,n o o ° F� / \6/ 3) LONDON PLANETREE
Z II P N N N N
N II �n U) vC ) / / \� i I I 11130.0' SETBACK
II (1) AMERICAN SWEETGU
X\ 0
N LATNO38.161100/LONGW078.422740 % \ \ •O
Cn N
..00 1 UNDERGROUND
v z I TANK AREA
OD CANOPY I CANOPY
EMI
I
� O LATN038.160984/LONGW078.42273!
177I
WOODBRIAR ASSOCIATES II
ASSOCIATION INC II
DTMP 3833,PG 247
BII
(3) AMERICAN SWEETGU
(3) NELLIE R STEVENS HOLLY
II
IRON PIN FOUN
,3 E
NEWMAN SURVEY G
Licensed Land Surveyor
Mt. Jackson, Virginia 22842
(540) 477-3730
(3) LONDON PLANETR
PRIVATE SWM DRAINAGE & ACCESS EASEMENT
R CORDED-ALBEMARLE COUNTY - DB4553/PG175
(3) LONDON PLANETREE
INV 410.4
INV 4
7"W q TOF
INV
II
J
�(20) WINTER JASMINES / (20) GLOSSY ABELIA --�
0. 0' SETBACK
N `
ro
M
CD LO
M N
f f f S 24°42'22" W 300.31
f - - V
15" HDPE PIPE
INV 419.42
\ \ TOP 436.98 C // / / LATNO38.161054/LONGWO78.422201
LEANOUT /\\ INV 433.88
TO �4.41
(2) YOSHINO CHERRY
DI-3B
II 4-
270�4'1
!
J
7la's. �
43 . r2
OUT 427.92
AERICAN SWEETGU
TOP 437.27 d� 1 8.31
INV 434.67
TOP 437.15 /406.51
INV 434.37
TOP 43 . 7
\ INV 434.67
�
/TOP 410.13
IN 405.43
2
OUT 405.23
"//
/
35 -2 / /
L3
IRON PIN FOUN /
E E �E �I
TOP 409.06 ' I. /TOP 409.98
OUT 405.06 D.I. /IN 405.08
OUT 403.48
STORM
GRATE / LATN038.160713/LONGW078.422390
CATV /
BOX /
/
GRAPHIC SCALE
/
i
20' 0 20' 40'
SCALE: 1 "=20'
SEMINOLE TRAIL U.S. ROUTE 29
AS -BUILT SURVEY OF A 1.944 ACRE TRACT
LOCATED IN THE RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA.
OWNER: ROUTE 29 BRIARWOOD, LLC
REFERENCE: DEED BOOK 4554 PAGE 732-735
LEGEND
-
CENTER LINE
- . - -
ELECTRIC/TELEPHONE
❑E
METER/ TRANSFORMER
�S
EXISTING UTILITY POLE
EXISTING LIGHT POLES
■
PEDESTAL
STORM STRUCTURES
®
SANITARY SEWER
-
EXISTING PROPERTY LINE
SETBACK LINE
EASEMENT LINE
EXISTING BUILDING
- - - - -
EXISTING ROAD
EXISTING PARKING
CURBING: CG-6 OR CG-7
HANDICAP PARKING
EXISTING FIRE HYDRANT
WATER VALVE
®
WATER METER
0
CONCRETE PAVING
PATIO
-��
/
LANDSCAPING AREA
LANDSCAPING TREE
-�
STOP SIGN
SIGN
AS -BUILT NOTES:
1. LOCATIONS OF FACILITIES ON THE GAS STATION PARCEL, INCLUDING TOPS AND INVERTS,
ARE SHOWN WITH GEO-COORDINATES.
2. NO EARTHEN STRUCTURES WERE CONSTRUCTED AS PART OF GAS STATION PARCEL.
3. THE LANDSCAPING OF THE GAS STATION PARCEL (PLANT TYPE AND LOCATION) IS
SHOWN. LANDSCAPING NOT SHOWN ON THIS DRAWING WAS TO BE PROVIDED BY
OTHERS.
4. INSTALLED TYPE AND SIZES OF STORM STRUCTURES, PIPES, ETC. AND INLET/END
TREATMENTS LOCATED ON THE GAS STATION PARCEL ARE IDENTIFIED.
5. DITCH LINES AND CHANNELS, INCLUDING TYPICAL SECTIONS AND LINING, CONSTRUCTED
ON THE GAS STATION PARCEL ARE SHOWN.
6. NO GUARDRAILS OR FENCES HAVE BEEN CONSTRUCTED ON THE GAS STATION PARCEL.
7. ACCESS ROADS WERE CONSTRUCTED BY OTHERS AND WERE NOT PART OF THE
CONSTRUCTION OF THE GAS STATION.
8. NO INSPECTION RECORDS OR PHOTOGRAPHS VERIFYING PROPER DIMENSIONS,
MATERIALS, INSTALLATION ARE AVAILABLE.
9. VIDEO INSPECTIONS OF PIPES WERE PROVIDED TO ALBEMARLE COUNTY ENGINEERING
INSPECTOR WEEK OF 8/14/2017.
10. NO SIGNIFICANT DEVIATIONS FROM SITE PLANS FOR THE GAS STATION PARCEL WERE
REQUIRED.
11. MANUFACTURER'S CERTIFICATION OF PROPER INSTALLATION OF PROPRIETARY BMP'S
WERE PROVIDED TO ALBEMARLE COUNTY ENGINEERING INSPECTOR WEEK OF
8/14/2017.
12. NO DAMS WERE CONSTRUCTED ON THE GAS STATION PARCEL.
13. RETAINING WALLS ON THE GAS STATION PARCEL WERE CONSTRUCTED BY OTHERS
PRIOR TO CONSTRUCTION ON THE GAS STATION PARCEL.
14. THE UNDERGROUND DETENTION SYSTEM HAS BEEN CONSTRUCTED AND INSTALLED IN
ACCORDANCE WITH DETAILS SHOWN ON APPROVED SITE PLANS PROVIDED BY COLLINS
ENGINEERING, JOB #122076, SHEET 4.
APPROVED
by the Albemarle County
Community
9 Development Department
Date
16WI _C_ 110111*M
Date: 2-28-19
Scale: AS NOTED
Designed by: EHB
Drawn by: RIJ
Checked by: EHB
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Drawing No.
of 2 Sheets
Job No. 2459
TRASH RACKS
ARE INSTALLED
r
i
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i e �y'
_ A
OVER FLOW WEIR CREST
ELEVATION :10-YEAR WSE
053.1" ORIFICE HYDRAULIC(
ay 0511
ORIFICE
J
'PA
ll
ORIFICES INSTALLED
AS SHOWN
EMERGENCY
OVERFLOW
SPILLWAY/WEIR I
ELEV.=427.5 427.5
ELEV.=426.o
426.0
420.01
ELEV.=420.00
NSTALL TRASH RACKSI---
)N ALL ORIFICES (TYP.) LREINFORCED z2 GA.
STEEL PLATE
INSTALLED
INSTALL ONE (1) 03" LOW -FLOW
ORIFICE AT LOIN POINT OF
SYSTEM, ELEV,= 420.00'
0120" WEIR PLATE DETAIL
SCALE: z"=5'
NEWVAN SURVEYING
Licensed Land Surveyor
Mt. Jackson, Virginia 22842
(540) 477-3730
9
0
ri
Ln
SWM FACILITY #1 DETAIL- scnLe 111=201
. . . . . . . . . . . . . . . . . . . . . . . . . s . . . . . .
.-
NOTES:
..
.-�!
1. TR
. Ay
S
. �.H.R:,A. f
CCiS � SHALL A,yam�L•L.B
E.. .!.-S,.Tf-A� L
rL•.E. D
..N -A.. _L �
.L ; ORIFICES, CES
. .._ .�
s.
d �•! fiI.I•r
�..'
�• .
A
INCLUDINGTHOSE LOCATED ALONG THE WEIR PLATES WITHIN
THE UNDERGROUND DETENTION SYSTEM, IN ACCORDANCE wltb
THE DETAIL SHOWN ON THESE PLANS —INSTALLED
2. HUGGERBAN S SHALL BE LATE AT AL JOINTS w1 MAX.MAC.
PIPE SPACINGS OF 24 SEE DETAIL ON THIS SH ET.INSTALLED
3. UNDERGROUND DETENTION SYSTEM PIPING SHALL �120
GONTEGH 12 GA. ALUMINIZED TYPE 2 CMPINSTALLED .
.�• _u
P.N.R. •rS
OQ
Y"EP
0R.fT.GY
5E
.- ER
I-I
IDIC-O
I��
TP
4. UNDERGROUND DETENTION SYSTEM PIPING SHALL BE LCTSH LL SwU
O
E �N.
- E
...-
I
T-
As
A�S.I-N. -
�.. .
.
&. .
..NSTALLEQ w� ADEQUATE STONE B CCFILL IN ACCORDANCE w! T EACCESS ]�TH . �
.-
•"
Mw
-�-�-wMANUFACTURERs SPECIFICATIONS. INSTALLED AS SPECIFIED SWM FACIL •Y....
5 ANY RETAINING WALLS CONSTRUCTED IN THE VICINITY OF HE J
UNDERGROUND DETENTION SYSTEM SHALL HAVE G=OGRIDS
PLACED ABOVE THE CMP DETENTION SYSTEM, OR OUTSIDE OF WN � . S BUT H 1•WITH •R�
RF
ffFD
THE LIMITS OF PIPE CONSTRUCTION. > PROPOSED VARIAB .
:-. . . . . . . WIDTHPRIMATE SWM,.
DRANA& ACCESS
EA5EMENT'.
. . . . . . . . . . . . . . . . . . . . .
a
Ix
....
. . . . . . . . . . . . . . . . .
., DETENTION
: . . . . . .. . . . . . . . . . . . �-A1`Y.......... ..'J.F••Ji .'_--
r . INSTALL 048 ACCESS 04$AC 5 RISERS FOR .....
RISER•FOR INSPECTION
. r�&CLEAN=OUT NEARIVSPECLEAN -4UT
AT 0 FLOW POINTS ON
.�-•0120 • INV�- .. . . INFLOW-POIN-T-:BOT SIDES OFWEIR PLATE . . . . . . . . . .
4200 . . . .-. . . . . . . . . . . . . . • . . . . . . . .
4200.r. ';
�.
r.•.�.''t•Ji; -
i;
•.....,.-�...._.�...� ..•._• .,,. �� 'L.
SE"E 'R PLAJ -DETAIL
O. THIS•SH ET
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Ll
PROPOSED RIPRAP AT FACILITY'S OUTFALL, SEE FINAL SPITE PLAN FOR
- DESIGN. MAINTENANCE & OWNERS IP OF THE PROPOSED SWM
-- `— FACILITY SHALL INCLUDE THE PIPE & IPRAP OYTFAL.YWITHIN VDOT
R/W & SHALL BE THE -RESPONSIBILITY OF TH� PRIVY TE OWNER.
MAI NTENANCE 'TO INCLU ❑E AN AN N UAL VISUAL CH ECK OF TH E RI PRAP,
TO ENSURE NO EROSION OCCURS Af4D-AN AI)EQUATE OUTFALL
IS MAINTAINED AS. -PROPOSED. OWNER TO PRO,IIiDE CORRECTIVE
MEASURES SHOULD IT BE NECESSARY, f1
N.•-rr � •r-r . f
AS —BUILT SURVEY OF A 1.944 ACRE TRACT
LOCATED IN THE RIO MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA.
OWNER: ROUTE 29 BRIARWOOD, LLC
REFERENCE: DEED BOOK 4554 PAGE 732-735
01A
= 428. 20
3
1 w
HIGH POINT OF UNDERGROUND
ETE TION SYSTEM, INV. 42o.38 41
UNDERGROUND DETENTION SYSTEM
_. 15 AT OUTFALL POINT, INV..r,_4,20.0')
I5HDPE OR CMP _
a@ 7.38%3.6%
INVERT OUT=416.00' 419.42
.b._ W ��_
/ M
j / f
I I
PROPOSED VARIABLE I .�
WIDTH PRIVATE SWM,
DRAINAGE &ACCESS
EASEMENT COINCIDES
w/PROPERTY LINE
,IPF .
DETAI FROM PACE 4 OF COLUNS
ENGINEERING- SITE FLAN, JOB #122076
APPROVED 2014-06-12-10094cl72
Date: 2-28-19
Scale: AS NOTED
Desi ned b EHB
9 Y
Drawn b RIJ
Y
Checked by: EHB
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Revision Dates
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Drawing No.
2
of 2 Sheets
Job No. 2459