Drawing CJ171.pdf
PDF 1 MB Posted
- Attached to
- Y1LZ--Women’s Health Clinic Parking Access
- Solicitation number
- 36C24622B0001
About this file
This document package includes construction drawings and specifications for a Women's Health Clinic Parking Access project at a Department of Veterans Affairs medical center. The solicitation seeks bids for site work including grading, drainage, utilities and paving to provide additional parking adjacent to the women's health clinic. An industry site visit will be held on November 15, 2021 at 10:00am eastern time at building 500 on the medical center campus to review project details. Bids are due based on the solicitation number and requirements specified in the drawings and statement of work. The construction drawings provide design details for stormwater management features including bioretention cells and underdrains.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24622B0001 0005.pdf | ||
| 36C24622B0001 0004.pdf | ||
| 36C24622B0001 0003.docx | DOCX document | |
| Site Visit Sign-in Sheet.pdf | ||
| 36C24622B0001_1.docx | DOCX document |
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Text version
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Project Number
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Project Title
Location
Issue Date Checked Drawn
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21 4 5 6 7 8 9 10
652-20
AUGUST 27, 2021 Dwg. of 33
Office of Construction and Facilities Management
U.S. Department of Veterans AffairsRevisions: Date:
Drawing Title
Building Number
VA FORM 08 - 6231
321 4 5 6 7 8 9 10
RICHMOND VAMC
WOMEN'S HEALTH
PARKING ACCESS
ARCHITECT/ ENGINEER OF RECORD: CONSULTANTS:
ECS
(804) 353-6333
MABBETT &
ASSOCIATES, INC.
(781) 275-6050
MILLER-REMICK
(856) 429-4000
OCMI
(202) 299-0530
Design Phase
ISSUED FOR
CONSTRUCTION
Stamp
118Gordon 4501 Daly Drive
Chantilly, VA 20151 Phone: 703-263-1900 www.gordon.us.com
PROGRAMMING AND PLANNING
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
SURVEY AND MAPPING
SECURITY CONSULTING RICHMOND, VA
KR CD
BIORETENTION DETAILS
CJ171
1.25 2.52.5 0 86425 1010 0
SCALE: 1" = 10'
SCALE: 1" = 2.5'
1.25 1.25 2.52.5 0
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1.25 2.52.5 0
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ADDENDUM 1 12/13/21
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LEGEND
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SYMBOL DESCRIPTIONDESCRIPTION
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BORING #
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GEOTECHNICAL BORING LOCATION
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UNDERDRAIN
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STORMWATER MANAGEMENT FACILITY SIGN
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TOP OF FACILITY
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OBSERVATION WELL/CLEANOUT (SEE DETAIL ON THIS SHEET)
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AutoCAD SHX Text IMPERMEABLE LINER ALONG VERTICAL SIDE OF THE BIORETENTION FACILITY ADJACENT TO START OF 2% SLOPE
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5:1 SIDE SLOPE
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12" DOME TOPPED OVERFLOW BASIN (SEE DETAILS ON SHEET 22)
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UNDISTURBED SUBGRADE
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6" SUMP INSERT (SEE DETAIL ON SHEET 22
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L. BOTTOM OF FACILITY
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J. TOP OF #8 STONE
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H. TOP OF MULCH
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I. TOP OF MEDIA
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G. TOP OF PONDING
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F. TOP OF FACILITY
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K. TOP OF #57 STONE
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2% SLOPE
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6" UNDERDRAIN
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5:1 SIDE SLOPE
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6" UNDERDRAIN @ 0.5% SLOPE
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GEOTEXTILE FABRIC ALONG VERTICAL SIDE OF THE BIORETENTION FACILITY
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B. MULCH DEPTH
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GEOTEXTILE FABRIC ALONG VERTICAL SIDE OF THE BIORETENTION FACILITY
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10" TO 15" REDUCER
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CURB SHOWN FOR SCHEMATIC PURPOSES ONLY. SEE SHEET 10 FOR CURB DETAIL.
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SIDE SLOPE VARIES
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GEOTEXTILE FABRIC ALONG BOTTOM AND SIDES OF GRAVEL FLOW SPREADER.
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3" DROP FROM CURB CUT TO CONCRETE SPLASH PAD
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6" SCREW CAP AT PONDING ELEVATION
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USE TEE TO CONNECT UNDERDRAIN TO STANDPIPE
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B. MULCH DEPTH
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FLOW
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L. BOTTOM OF FACILITY
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J. TOP OF #8 STONE
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H. TOP OF MULCH
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I. TOP OF MEDIA
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G. TOP OF PONDING
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K. TOP OF #57 STONE
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6" PVC NON-PERFORATED STANDPIPE
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6" PVC PERFORATED UNDERDRAIN
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SEE TYPICAL CROSS SECTION WITH CURB CUT FOR PROFILE DETAILS.
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SEE TYPICAL CROSS SECTION WITH CURB CUT FOR PROFILE DETAILS.
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@ 0.5% SLOPE0.5% SLOPE
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@ 0.5% SLOPE0.5% SLOPE
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@ 0.5% SLOPE0.5% SLOPE
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@ 0.5% SLOPE0.5% SLOPE
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@ 0.5% SLOPE0.5% SLOPE
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CURB CUT 1
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CURB CUT 2
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CURB CUT 3
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STRUCTURE INVERT TABLE
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STRUCTURE #
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INVERT ELEVATION
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DETAIL
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AutoCAD SHX Text 190.77
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AutoCAD SHX Text 190.97
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AutoCAD SHX Text 191.05
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AutoCAD SHX Text Lic. No. 59936
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KELSEY L. RYAN
AutoCAD SHX Text G:\PROJECT\SBU\ENGIN\3493\0101\PLANS\CD\PLANS\652-20-118_CJ170.DWG 12/13/2021 10:12 AM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 12/13/2021 10:12 AM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD8812/13/2021 10:12 AM HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88
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BIORETENTION SECTION A - A'
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BIORETENTION DETAILS
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TYPICAL SECTION WITH CURB CUT
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HORIZONTAL SCALE: 1" = 2.5' VERTICAL SCALE: 1" = 2.5' VERTICAL SCALE: 1" = 2.5'
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OBERVATION WELL/CLEANOUT DETAIL
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HORIZONTAL SCALE: 1" = 2.5' VERTICAL SCALE: 1" = 2.5' VERTICAL SCALE: 1" = 2.5'
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BIORETENTION DIMENSIONING PLAN
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SCALE: 1" = 10'
AutoCAD SHX Text NOTE: SEE ADDITIONAL SUBMITTAL, CONSTRUCTION, AS-BUILT, AND MAINTENANCE NOTES ON SHEET 24.24..
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NOTE: FOR BIORETENTION MATERIAL SPECIFICATIONS SEE SHEET 24.24..
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NOTE: SEE SHEET 21 21 FOR CORRESPONDING BIORETENTION ELEVATION
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