Atch 25 - Civil_C-401 and C-404 Safety Railing.pdf
PDF 2 MB Posted
- Solicitation number
- 36C26026R0080
About this file
This document is an Enlarged Site and Grading Plan for a federal construction project. The project is titled "Jonathan M. Wainwright Memorial VA MC - Demolish and Regrade Connecting Corridor" located in Walla Walla, Washington, and is being managed by the U.S. Department of Veterans Affairs. The project number is 687-24-101, and the plans were issued on 04/28/2026. The architect/engineer of record is JD Engineering, PC (Professional Engineer Jordan D. Vandermeer, No. 44593), located in Hamilton, Montana. The project manager is Connor Henderson with the Facilities Management Service (FMS) at the VA.
The construction scope includes concrete sidewalk installation to be ABA compliant with cross slopes not exceeding 2%, concrete curb and gutter installation, staircase construction, 8-foot tall PVC fencing to match existing conditions, trench drain installation with two 3-inch PVC conduits for EV charger routing (approximately 30 linear feet of conduit), and installation of a 42-inch tall double-row safety railing around an existing generator. The railing shall be surface-mounted painted galvanized steel with a minimum diameter of 1¾ inches, extending a minimum of 5 feet on each side. Additional requirements include ABA ramp construction, thickened edge concrete with handrail per specifications, concrete pavement construction per Specification 32 05 23, and subgrade scarification and compaction with 4-inch compacted aggregate base per specifications. The contractor is responsible for confirming trench drain location, providing color samples for railing approval, and ensuring all work meets ABA accessibility standards.
View the file
Other files
Show all 35
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EL:896.30
EL:896.19
EL:896.11
EL:896.20
EL:895.22
EL:895.16
EL:895.58
EL:895.63
EL:895.75
EL:895.69
EL:897.20
EL:897.29
EL:897.20EL:897.10
EL:896.19
EL:896.10
EL:896.15
EL:896.25
EL:895.25
EL:895.10
EL:895.97
EL:895.94
EL:895.85
EL:896.07
EL:895.99
EL:896.07
EL:897.06
EL:895.51
EL:895.49
0 10 20
1 INCH = 10 FEET
ENLARGED - SITE & GRADING PLAN
C-401
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
U. S. Department of Veterans Affairs
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Sean Fitzpatrick
JONATHAN M.WAINWRIGHT
MEMORIAL VA MC - DEMOLISH AND
REGRADE CONNECTING CORRIDOR
Walla Walla, Washington
687-24-101
N/A Project Manager
04/28/2026Revisions: Date:
Connor Henderson General Engineer Facilities Management Service (FMS) Phone: (509) 759-2923 Email: Connor.Henderson@va.gov
JVSF
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/28/2026
M
ATC
H
LIN
E: SEE SH
EET C
-402
KEYED NOTES
1. CONCRETE SIDEWALK, SEE DETAIL B3/C-501.
2. CURB & GUTTER, SEE DETAIL B8/C-501.
3. STAIRCASE, SEE ARCHITECTURAL PLANS.
4. 8' TALL PVC FENCING TO MATCH EXISING, SEE IMAGE F8
THIS SHEET.
5. TRENCH DRAIN & TWO (2) 3" PVC CONDUIT, SEE DETAIL
D3/C-501 AND GENERAL NOTES THIS SHEET.
6. SAFETY RAILING, SEE GENERAL NOTES THIS SHEET.
GENERAL NOTE:
1. CONTRACTOR SHALL GRADE SIDEWALK TO BE ABA
COMPLIANT WITH CROSS SLOPES NOT EXCEEDING 2%.
2. CONTRACTOR SHALL GRADE THE SIDEWALKS CROSS
SLOPES ACCORDING TO GRADE ARROWS.
3. CONTRACTOR SHALL CONFIRM LOCATION OF TRENCH
DRAIN PRIOR TO INSTALLATION.
3.1. CONTRACTOR SHALL PROVIDE ADEQUATE CONDUIT
TO ROUTE EV CHARGER CORDS TO CHARGING
STATION.
3.2. CONTRACTOR SHALL ASSUME 30LF OF CONDUIT.
4. CONTRACTOR SHALL INSTALL 42" TALL SAFETY RAILING
AROUND THE EXISTING GENERATOR.
4.1. RAILING SHALL BE SURFACE MOUNTED WITH
CONCRETE ANCHORS PER MANUFACTURERS
RECOMMENDATION..
4.2. RAILING SHALL BE DOUBLE ROW.
4.3. RAILING SHALL BE PAINTED GALVANIZED STEEL.
4.3.1. CONTRACTOR SHALL PROVIDE COLOR SAMPLES
FOR APPROVAL.
4.4. RAILING SHALL BE A MINIMUM DIAMETER OF 1 34".
4.5. RAILING SHALL BE EXTEND A MINIMUM OF 5' ON EACH
SIDE.
CONCRETE SIDEWALK
CONCRETE CURB & GUTTER
* SEE EXISTING CONDITIONS PLAN FOR EXISTING LEGEND & SYMBOLS
2 LEGEND AND SYMBOLS
* SEE EXISTING CONDITIONS PLAN FOR EXISTING LEGEND & SYMBOLS
SCALE: NTS
IMAGE 1F8
R=20.00'
6.00'
6.00'
6.00'
6.00'
GRADE ARROWS
TRANSITION SIDEWALK
GRADE DIRECTION OVER
10' BEYOND BUILDING B74.
EL: MATCH EX EL: MATCH EX
EL: XXX.XX SIDEWALK ELEVATION
EL: MATCH EX
EL: MATCH EX
PVC FENCING
APPROXIMATE EV
CHARGING STATION
LOCATION. CONTRACTOR
TO VERIFY.
5.00'
MIN.
SAFETY RAILING
Amendment 001 08/12/20261
AutoCAD SHX Text H
AutoCAD SHX Text H
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
10" PVC
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text H
AutoCAD SHX Text
BUILDING 74
AutoCAD SHX Text
STAIRWELL
AutoCAD SHX Text
BUILDING 68
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
EX. RETAINING WALL WITH RAILING
AutoCAD SHX Text
PATIO
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
PORCH
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text 2.0
AutoCAD SHX Text 2.0
AutoCAD SHX Text 3.3
AutoCAD SHX Text 1.1/2.5
AutoCAD SHX Text 2.7
AutoCAD SHX Text 3.9
AutoCAD SHX Text 2.4
AutoCAD SHX Text 1.8
AutoCAD SHX Text 3.2
AutoCAD SHX Text 3.4
AutoCAD SHX Text 2.0
AutoCAD SHX Text 2.1
AutoCAD SHX Text 4.0
AutoCAD SHX Text 1.8
AutoCAD SHX Text 1.5
AutoCAD SHX Text 2.8
AutoCAD SHX Text 3.4
AutoCAD SHX Text 1.9
AutoCAD SHX Text 3.1
AutoCAD SHX Text 2.7
AutoCAD SHX Text 2.2
AutoCAD SHX Text 2.7
AutoCAD SHX Text 0.9/2.6
AutoCAD SHX Text 1.7
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.0/2.8
AutoCAD SHX Text 2.8
AutoCAD SHX Text 3.1
AutoCAD SHX Text 1.4
AutoCAD SHX Text 4.5
EL:904.45
EL:904.53
EL:904.63 EL:906.10
EL:906.00
EL:907.78
EL:907.68
EL:909.80
EL:909.90
EL:909.80
EL:908.12
EL:908.15
EL:MATCH EX.EL:MATCH EX.
EL:909.90
EL:909.80 EL:909.80
30.00'
THICKENED EDGE
WITH HANDRAIL
EL:908.82
EL:908.82
0 10 20
1 INCH = 10 FEET
ENLARGED - SITE & GRADING PLAN
C-404
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
BID DOCUMENTS
N/A
U. S. Department of Veterans Affairs
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
56 Louis Prima Drive, Suite B, Covington, LA 70433 504.684.4408; Sean Fitzpatrick
JONATHAN M.WAINWRIGHT
MEMORIAL VA MC - DEMOLISH AND
REGRADE CONNECTING CORRIDOR
Walla Walla, Washington
687-24-101
N/A Project Manager
04/28/2026Revisions: Date:
Connor Henderson General Engineer Facilities Management Service (FMS) Phone: (509) 759-2923 Email: Connor.Henderson@va.gov
JVSF
JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980
No. 44593
PROFESSIONAL
REGISTERED
JORDAN D. VANDERMEE
RENG INE ER
04/28/2026
M
ATC
H
LIN
E: SEE SH
EET C
-403
KEYED NOTES
CONCRETE SIDEWALK
CONCRETE CURB & GUTTER
* SEE EXISTING CONDITIONS PLAN FOR EXISTING LEGEND & SYMBOLS
LEGEND AND SYMBOLS
* SEE EXISTING CONDITIONS PLAN FOR EXISTING LEGEND & SYMBOLS
1. CONCRETE SIDEWALK, SEE DETAIL B3/C-501.
2. CURB & GUTTER, SEE DETAIL B8/C-501.
3. ABA RAMP, SEE DETAIL F3/C-501.
6.00'
6.00'
2 3
GRADE ARROWS
907'
EL: XXX.XX SIDEWALK ELEVATION
Amendment 001 08/12/20261
1/4" RADIUS AT
EDGES
HANDRAIL PER
DETAIL D4/A-501
5" MIN.
SCALE: NTS
THICKENED EDGEE8
#4 REBAR @ 12" O.C. EACH WAY,
CENTERED ON SLAB. REBAR
SHALL BE SUPPORTED ON
REINFORCEMENT BAR CHAIRS
WHEN INSTALLED.
12" SCARIFY AND COMPACT
SUBGRADE PER
SPECIFICATIONS
4" COMPACTED
AGGREGATE BASE
PER SPECIFICATIONS
GENERAL NOTES:
1. SEE SPECIFICATION 32 05 23 FOR ALL CONCRETE
PAVEMENT CONSTRUCTION REQUIREMENTS
2. SHOULD FILL BE REQUIRED, THE CONTRACTOR MAY
USE GENERAL FILL OR STRUCTURAL FILL TO MEET
THE DESIRED ELEVATIONS PER SPECIFICATION 31
20 00.
6" MIN. BELOW
EXISTING GRADE
6" MIN.
VARIES
FROM 12"
TO 30"
4" COMPACTED
AGGREGATE BASE
PER SPECIFICATIONS
4" MIN.
EACH SIDE
EXISTING GRADE
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text
4" DIP
AutoCAD SHX Text
6" VCP
AutoCAD SHX Text
BUILDING 78
AutoCAD SHX Text
BUILDING 77
AutoCAD SHX Text
BUILDING T-2
AutoCAD SHX Text
BUILDING T-1
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
ROSE BUSH BEDS
AutoCAD SHX Text
L.S. AREA
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text
RETAINING WALL
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
BITUMINOUS PAVEMENT
AutoCAD SHX Text 4.6
AutoCAD SHX Text 2.3
AutoCAD SHX Text 1.4
AutoCAD SHX Text 2.6
AutoCAD SHX Text 2.4
AutoCAD SHX Text
ELECTRIC SUSPENDED UNDER WALKWAY
AutoCAD SHX Text 1.9
AutoCAD SHX Text 2.6
AutoCAD SHX Text 2.1
AutoCAD SHX Text 1.9
AutoCAD SHX Text 2.5
AutoCAD SHX Text 2.9
AutoCAD SHX Text 2.8
AutoCAD SHX Text 1.6
AutoCAD SHX Text 2.0
AutoCAD SHX Text 2.7
AutoCAD SHX Text 2.0
AutoCAD SHX Text 1.7
AutoCAD SHX Text 3.1
AutoCAD SHX Text 1.2
AutoCAD SHX Text 1.6
AutoCAD SHX Text 1.5
AutoCAD SHX Text 1.1
AutoCAD SHX Text 1.2
AutoCAD SHX Text 5.0
AutoCAD SHX Text 4.5
AutoCAD SHX Text 2.6
AutoCAD SHX Text 2.6
AutoCAD SHX Text 2.2
AutoCAD SHX Text 2.4
AutoCAD SHX Text 0.6
AutoCAD SHX Text 2.7
AutoCAD SHX Text 1.5
AutoCAD SHX Text 2.2
AutoCAD SHX Text 1.1
AutoCAD SHX Text 3.5
AutoCAD SHX Text 3.2
| Sheets and Views |
| C-401 ENLARGED - SITE & GRADING PLAN |
| C-404 ENLARGED - SITE & GRADING PLAN |
File details come from the government source that posted it. Updated .