HomeMy WebLinkAboutWPO201600068 Plan - As-built 2019-12-03NOTES:
1.) Source of Meridian: Virginia State Plane Grid North, NAD 83 South Zone based
upon plans provided by SEH..
2.) Vertical datum: NAVD 88 based upon: plans provided by SEH.
3.) Benchmarks: Benchmark "A" - Chiseled square on loading dock, Elevation=651.56
and Benchmark "B" - Chiseled square on concrete, Elevation=652.08
Draper Aden Associates provides benchmarks for the construction of the
improvements shown on these plans. All other existing elevations are for
reference to existing conditions only. Do not use spot elevations, finish floor
elevations, elevations on manholes, elevations on survey nails, survey hubs,
control points (horizontal points provided) or any other points for construction
other than the provided benchmarks. Failure to utilize and verify the provided
benchmarks could result in damages and additional cost that are the
contractor's responsibility.
DRAPER ADEN ASSOCIATES REVIEW
THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY:
NAME: DERECK PERRY
SURVEY PARTY CHIEF SIGNATURE 04/08/2019
NAME: DAVID JORDAN
PROJECT MANAGER SIGNATURE 04/08/2019
NAME: CHERYL STOCKTON
QUALITY REVIEWER
u
SIGNATURE
619.85
04/08/2019
624.76
/O O
O O 00
0 0 0 625.34
-0
0 4<
0 0/
0 0 0 0 0 0
/0 (-) 0 C� 0 (-) 0
0 0 0 0 0 0 0
0 0 0 0/
/0 0 0 0 0 0 0 0/
/0 0 0 0
62i J
0 0
{621.95
D 0 0 0 Q6 0 0 0
0 0 2n 0 SURGEBOX
0 Jl 0 Ti:F = 690.88
0 0 0 - 2 F;F
19 90 0 0 0 0
, /�, --, I --- / / 0 0 0 0/
O O O O
O O O 620.60 /
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LEGEND
x
6'
�0
Top of Bioretention Pond
1�A
Elevation Range: 619.84 -
619.97
x619.66
Top of Bioretention Ground Cover
Elevation Range: 619.35 -
619.75
x616.37
12" Thick Washed Sand Layer
Elevation Range: 616.34 -
616.38
Minimum 12" Thick Washed #57
Stone
x�
Base Elevation
Elevation Range: 610.84 -
611.84
x619.90
Seeded Filter
Elevation Range: 619.85 -
619.95
x625.34
Edge of Gravel
x624.47
Spot Elevation
616.36) o� � � � ` 620.69
/ + \ 6164/37 � � \ � �� � O O O
9 I
619.49 x x ` �s ' O 62OQX O O
Q80 O O O
616.36x � � � � �
O O O /x 623.39
s, STORM + ��o �� O O 5x O\
-O O O 96 620.19
619.36 x �,+ �, \,�0 O O O O
-616.38 x619.66 (� \
/ 18%� � +� �O O O O 621.52� O O
x 6191.3 -- \ / x
0
/ 622 0 0 0 0
616 X 0
Ox 62616.36
623.90� 0 �, -0O O O 40
INV.=614.\ \\ 19.74 �O O O O O O O
- x 619.37 6 p � � � �
\� kc O O O O O
�O O O O - O
\ O O x � " g21.03
\-D 0 0 7 0 0 (Z-\
O(:X�, � O �621.00
0 620.65
\ \ STORM O �
\ -_-CLEAN OU T
\k619.71T?-
620.10 )�'620.00
619/49 �, / INV.=614.50
APPROVED
by the Albemarle County
Community Development Department
Date 12/3/19
File WP0201600068
��tiTH OF
I
CHERYL A. STOCKTON y
Lie. No. 2425
04/08/2019
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DESIGNED BY:
DRAWN BY:
DAJ
CHECKED BY:
CAS
SCALE:
1"=2'
DATE:
04/08/2019
PROJECT NUMBER:
C12124C-05S1
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