HomeMy WebLinkAboutWPO201800059 Correspondence 2021-02-11 (4)1
VSMP DRAWING INDEX
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GENERAL
T1.01 COVER SHEET
E CIVIL
C3.11 OVERALL GRADING AND DRAINAGE AS —BUILT PLAN
C3.12—C3.15 GRADING AND DRAINAGE AS —BUILT PLAN
C4.05—C4.08 STORM SEWER PROFILES
C6.01 SWIM NARRATIVE
C6.06 DRAINAGE AREA MAPS
C6.07 STORM SEWER CALCULATIONS
C6.08 DETENTION POND CALCULATIONS
PROJECT ZONING DATA
D TAX MAP/PARCEL ID: 75-63; 59D2-1-15
ALBEMARLE COUNTY ZONING CLASSIFICATION: R1 RESIDENTIAL; HIGHWAY COMMERCIAL
ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SAMUEL MILLER DISTRICT
FEMA FLOOD INSURANCE RATE MAP: ZONE X; NOT WITHIN A FEMA DEFINED
100 YEAR FLOOD PLAN
PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF
CHARLOTTESVILLE WATER SUPPLY WATERSHED
ZONING OVERLAY DISTRICTS — AIRPORT IMPACT AREA AND STEEP SLOPES — MANAGED
SPECIAL USE PERMIT: SP201700032 — SEE SHEET C0.03
CODES
VIRGINIA UNIFORM STATEWIDE BUILDING CODE — 2015
DEPARTMENT OF ENVIRONMENTAL QUALITY
VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK — 1992
NATIONAL ELECTRICAL CODE — 2011
ANSI A117.1 — 2009
LOCATION MAP
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ITC
CONTACTS
OWNER:
University of Virginia Foundation
OWNER'S REPRESENTATIVE:
Nat Perkins
Real Estate Project Manager
Golf Course Drive
PH. (434) 982-5304
nperkins®uvafoundation.com
SCALE: NTS
ENGINEER:
Dewberry Engineers Inc.
Devin Keeler, P.E.
4805 Lake Brook Drive
Glen Allen, Virginia 23060
PH. 804.205.3321
Mobile. 804.205.7104
dkeeler@dewberry.com
SUBMITTAL
SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
❑ APPROVAL ❑ REVISION
❑ BIDDING • RECORD
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Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.29
UNIVERSITY OF VIRGINIA FOUNDATION
Fax: 804 290 7928 57
www.dewberry.com
TENNIS FACILITY AND PARKING LOT
EXPANSION
ALBEMARLE COUNTY, VIRGINIA
AS -BUILT FOR VSMP PLAN (WP0201800059)
VICINITY MAP
SCALE: 1 " = 250'
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REVISIONS
12/11/211 ACO IRECORD DOCUMENTS
No. DATE I BY I Description
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2/11/21 ACO RECORD DOCUMENTS
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REVISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
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HORIZONTAL SCALE
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REVISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
DRAWN BY
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APPROVED BY
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CHECKED BY
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TITLE
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DEI PROJECT NO: 50100451
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2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
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VERTICAL SCALE
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HORIZONTAL SCALE
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REVISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
DRAWN BY
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VERTICAL SCALE
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HORIZONTAL SCALE
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REVISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
DRAWN BY
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2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
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2/11/2021
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SCALE
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REVISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
DRAWN BY
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TITLE
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DEI PROJECT NO: 50100451
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2/11/2021
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2/11/21 ACO RECORD DOCUMENTS
No. DATE I BY I Description
DRAWN BY
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APPROVED BY
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RISER CREST
ELEV = 36-58-'
536.4
:r
L TRASH RAC
OVERHANG BY 1.0'
60" DIAMET
'-*'
/ CONCRETE RISER
1 STORY MAINTENANCE
XN:3s06✓ 81�8 I I �� BUILDING
\\ E:1 4�104
1 \ ��STM
_-TOP=539.5S
\ 11=5226.57 `
10=526 53 /
\ -� I E I I / / / / EX. VAR.&BLE WIDTH E
/ MANAGEMEN
D.B. 05197 PG.
00000
1000,
EX. VARIABLE V91DTH STORMWMTER /
MANAGEMENT_VASEMEr.,pe D.B. 05197 7G. 9,V7-0685
0000,
41
0001/
�Qj '000,
DETENTION BASIN: SECTION A -A
550
550
545
545
30" DUAL
TOP
OF SWM-1
WALL HDPE
EXISTING GRADE
540
\
TOP WIDTH = 5.0'
ELEVATIONS \ 540
\
-YR WSE
= 53643 .55'
\
-YR WSE
= 5363-3-' .45'
535
535
530
PROPOSED GRADE
THICK-0.05% SLOPE-=
-
530
CLAN
LINER
DEBRIS RAC
(TYR
I
-
'
525
525
524
524
0+00
0+50
1+00
1+50
2+00
2+50
DETENTION BASIN
OUTLET STRUCTURE
DRAINAGE
TOP OF
DESIGN
DESIGN
FREEBOARD
WATER TABLE
TOP OF
SWM
AREA
DAM
10-YR
WSE
100-YR
WSE
100-YR
WSE
PRE-TREATMENT
ELEV.
STRUCTURE
STRUCTURE
METHOD
TYPE
(AC)
(FT)
(FT)
(FT)
(FT)
(FT)
(FT)
r_1
7.24
539.00
FOREBAY
N/A
SWM-1
556.56
557.19
53�68-
T>-
POST -CONDITIONS DISCHARGES:
1 YEAR = 0.51 0.53 CFS
2 YEAR = 2-6-2 2.73 CFS
10 YEAR = 29.02 29.62 CFS
100 YEAR = 64..62 64.98 CFS
537.11 537.59 1.4
536.42
HOPE TRASH RACK
HDPE TRASH RACK
1.5" ORIFICE
INV. _ 531-5B
531.51 '
OUT
36" RCP
`•;
.'• • • : ;k• ` ' `,. �.
'
'i :.
INV OUT = 527.46
:',..
' , .. '; ..• , 3'
•;
527.49
STORMWATER
VIEW)
MANAGEMENT BASIN RISER (SIDE MANAGEMENT BASIN RISER (SIDE
NOT TO SCALE
wig
" RCP RISER
1.5" ORIFICE
STORMWATER MANAGEMENT BASIN RISER (PLAN VIEW)
NOT TO SCALE
8'
H TOP OF DAM SETTLED HEIGHT
1 3 EMBANKMENT FILL SHALL CONSIST OF
MATERIAL CLASSIFYING CL, OR ML PER
ASTM D-2487. EMBANKMENT AND FILL
POND SHALL BE PLACED AND COMPACTED AS
PER THE SPECIFICATIONS.
PROPOSED GROUND
EXISTING GROUND
EMBANKMENT CUTOFF TRENCH SHALL 2' MIN. BELOW EXISTING GRADE OR
CONSIST OF MATERIAL CLASSIFYING CL, BELOW PIPE, WHICHEVER IS DEEPER.
OR ML PER ASTM D-2487.
EMBANKMENT SUBGRADE AND FILL THE TRENCH MUST EXTEND AT LEAST 1
SHALL BE PLACED AND COMPACTED FOOT INTO A STABLE, IMPERVIOUS LAYER
AS PER THE SPECIFICATIONS. OF SOIL AND HAVE A MINIMUM DEPTH
OF 2 FEET.
CROSS-SECTION B-B
NOT TO SCALE
STORMWATER BASIN EMBANKMENT SECTION
ZI011:65
1. FILTER FABRIC SHALL BE MIRAFI 140N OR APPROVED EQUAL.
2. FOREBAY WALL SHALL CONSIST OF MATERIAL CLASSIFYING CH MH CL,
OR ML PER ASTM D-2487. FILL SHALL BE PLACED AND CWPkfED
AS PER SPECIFICATIONS
NOT TO SCALE
SEDIMENT FOREBAY BERM SECTION
Dewberry Engineers Inc.
4805 Lake Brook Drive, Suite 200
Glen Allen, VA 23060
Phone: 804.290.7957
Fax: 804.290.7928
www.dewberry.mm
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LE04.
Lic. No. 46506
O,
2/11/21'4i~
KEY PLAN
RECORD DRAWING
2/11/2021
THESE DRAWINGS REFLECT WORK
AS RECORDED BY OTHERS AT THE
TIME OF CONSTRUCTION.
SCALE
0' 4' 8'
VERTICAL SCALE
1"=4'
0' 20' 40'
HORIZONTAL SCALE
1"=20'
VISIONS
2/11/21 ACO RECORD DOCUMENTS
No. DATE BY I Description
DRAWN BY
ACO
APPROVED BY
DMK
CHECKED BY
MNM
TITLE
I BERM) DETENTION POND
BERM
539.00' CALCULATIONS
DEI PROJECT NO: 50100451
SHEET NO.
C6m08