36C25621R0136 Drawings 5-10.pdf
PDF 12 MB Posted
- Attached to
- Z1DA--520-19-117 Repair Water Supply
- Solicitation number
- 36C25621R0136
About this file
This document provides details on a federal solicitation notice for repair work on a water supply system. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16 is seeking proposals for Project No. 520-19-117 to repair the water supply at the Gulf Coast Veterans Health Care System facility in Biloxi, Mississippi. The project is set aside 100% for Service-Disabled Veteran-Owned Small Businesses and has an anticipated construction cost range of $2-5 million. The solicitation number is 36C25621R0136 and interested vendors can download the request for proposals from beta.SAM.gov. Proposals are due on September 6, 2021 with contract award planned within 30 days thereafter. The contract performance period is 365 days from notice to proceed. The NAICS code for this opportunity is 238220 and the small business size standard is $16.5 million.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Pre-Award RFI Register 520-19-117 31 Aug 21.docx | DOCX document | |
| 36C25621R0136 0004.docx | DOCX document | |
| 36C25621R0136 0003.docx | DOCX document | |
| VHA Directive 1193 COVID 2019 Vaccination August 13 2021.pdf | ||
| 36C25621R0136 0002.docx | DOCX document | |
| S04 Site Visit Sign-In Sheet - Proj 520-19-117.pdf | ||
| 36C25621R0136 0001.docx | DOCX document | |
| 36C25621R0136 EXHIBIT E.docx | DOCX document | |
| 36C25621R0136 EXHIBIT D.docx | DOCX document | |
| 36C25621R0136 Drawings 1-4.pdf | ||
| 36C25621R0136 WD MS20210050 04022021 Mod 2.pdf | ||
| 36C25621R0136 EXHIBIT A.docx | DOCX document | |
| 36C25621R0136 EXHIBIT C.docx | DOCX document | |
| 36C25621R0136 RFP.docx | DOCX document | |
| 36C25621R0136 Specifications 01.pdf | ||
| 36C25621R0136 J_A.pdf | ||
| 36C25621R0136 EXHIBIT F.docx | DOCX document | |
| 36C25621R0136 EXHIBIT B.docx | DOCX document | |
| 36C25621R0136 Drawings 11-18.pdf | ||
| 36C25621R0136 SOW .docx | DOCX document | |
| 36C25621R0136 ICRA.pdf |
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Text version
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SEWER MANHOLE
TOP = 19.42'
INV 8" (N) = XX.XX'
INV 8" (S) = XX.XX'
SCO
SCO
SCO
SCO
SCO
S
SEWER MANHOLE
TOP = 22.25'
INV 4"CLAY (NE) = 19.97'
INV 4"CLAY (S) = 19.94'
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LIFT STATION
TOP = 21.76'
S
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LIFT STATION
TOP = 19.32'
INV 2"PVC FM INFLUENT (W) = 16.72'
INV 8"PVC (N) = 16.13'
INV 8"PVC (E) = 15.02'
INV 8"PVC (W) = 13.75'
S
S
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LIFT STATION
VALVE BOX
LIFT STATION
TOP = 19.94'
INV 4"PVC (S) = 17.12'
INV 4"PVC FM (NW) = 16.96'
INV 4"PVC (W) = 16.88'
INV 4"PVC (E) = 16.40'
INV 6"PVC (N) = 15.92'
INV BOTTOM = 11.74'
FM
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SEWER MANHOLE
TOP = 22.49'
INV 8"PVC (N) = 18.16'
INV 8"PVC (E) = 17.77'
S
SEWER MANHOLE
TOP = 22.56'
INV 8"PVC (SW) = 15.86'
INV 8"PVC (S) = 15.86'
INV 8"PVC (N) = 15.78'
INV 8"PVC (NW) = 15.71'
SEWER MANHOLE
TOP = 22.75'
INV 6"PVC (SE) = 18.87'
INV 8"PVC (SW) = 15.08'
INV 8"PVC (NE) = 14.78'
SEWER MANHOLE
TOP = 21.96'
INV 8"PVC (NE) = 15.56'
INV 8"PVC (SW) = 15.18'
INV 8"PVC (SE) = 15.16'
SEWER MANHOLE
TOP = 20.68'
INV 6"D.I. (W) = 17.73'
INV 6"D.I. (SW) = 17.58'
INV 6"D.I. (NE) = 17.38'
SEWER MANHOLE
TOP = 21.29'
INV 6"PVC (SE) = 18.24'
INV 6"PVC (SW) = 18.19'
INV 6"PVC (NE) = 18.04'
SEWER MANHOLE
TOP = 21.60'
INV 8"PVC (SW) = 15.65'
INV 8"PVC (NW) = 14.87'
INV 8"PVC (SE) = 14.85'
LIFT STATION
TOP = 22.70'
INV = 15.59'
INV 8"PVC (N) = 17.93'
2" W/ 2-TURN OFF'
S
S
S
SCO
GREASE TRAP
TOP = 21.85'
INV = 12.65'
SCO
SEWER MANHOLE
"CONCRETE POURED OVER"
TOP = 22.96'
INV X"XXX (NE) = X'
INV X"XXX (SE) = X'
6" STL. PIPE
SCO
SEWER MANHOLE
TOP = 17.43'
INV 12"STEEL (NE) = 7.42'
INV 12"PVC (SE) = 7.35'
INV 12"PVC (SW) = 7.39'
INV 12"PVC (SW) = 10.21
SEWER MANHOLE
TOP = 21.31'
INV 8"PVC (SW) = 13.30'
INV 8"PVC (E) = 13.26'
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SEWER MANHOLE
TOP = 22.00'
(ABANDONED)
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SEWER MANHOLE
TOP = 21.07'
INV 2"D.I. (S) = 19.26'
INV 4"D.I. (S) = 17.41'
INV 10"D.I. (NW) = 17.35'
(APPEARS ABANDONED)
SCO
OIL/WATER C.O.
SEWER MANHOLE
TOP = 22.77'
(ABANDONED)
SCO
SCO
SCO
SCO
SCO
SEWER MANHOLE
TOP = 20.73'
INV 12"PVC (NE) = 7.79'
INV 8"PVC (SE) = 7.76'
INV 12"PVC (SW) = 7.66'
SEWER MANHOLE
TOP = 19.30'
INV 8"PVC (SW) = 12.08'
INV 12"PVC (NW) = 9.35'
INV 12"STEEL (NE) = 9.20'
INV 12"PVC (SE) = 9.05'
SEWER MANHOLE
TOP = 22.95'
INV 8"PVC (W) = 12.20'
INV 8"PVC (NE) = 12.07'
SEWER MANHOLE
TOP = 22.58'
INV 6"IRON (NE) = 18.16'
INV 6"IRON (W) = 12.33'
INV 6"IRON (SW) = 12.16'
INV 12"CLAY (SE) = 12.03'
SEWER MANHOLE
TOP = 23.02'
INV 6"PVC (N) = 18.53'
INV 12"PVC (NE) = 9.68'
INV 12"PVC (NW) = 9.63'
SEWER MANHOLE
TOP = 22.95'
INV 8"IRON (NE) = 18.25'
INV 4"IRON (NW) = 13.55'
INV 6"IRON (SE) = 13.51'
SEWER MANHOLE
TOP = 22.92'
INV 4"IRON (W) = 14.42'
INV 4"IRON (SE) = 14.37'
SEWER MANHOLE
TOP = 23.56'
INV 6"PVC (NW) = 13.91'
INV 4"CAST (SW) = 13.84'
INV 6"CAST (NE) = 13.86'
SEWER MANHOLE
TOP = 18.17'
INV 8"PVC (NE) = 14.15'
INV OUT = XX.XX'
SEWER MANHOLE
TOP = 23.54'
INV 18"PVC (SE) = 12.65'
INV 18"PVC (NE) = 12.17'
INV 18"PVC (SW) = 11.98'
SEWER MANHOLE
TOP = 21.22'
INV 18"C.I. (E) = 13.67'
INV 18"PVC (NW) = 13.65'
SEWER MANHOLE
TOP = 18.77'
INV IN = XX.XX'
INV IN = XX.XX'
INV IN = XX.XX'
INV 12"PVC (E) = 14.52'
INV 12"PVC (SW) = 14.64'
SEWER MANHOLE
TOP = 23.60'
INV 10"PVC (NE) = 16.20'
INV 10"PVC (NW) = 16.10'
SEWER MANHOLE
TOP = 23.35'
INV 8"PVC (SE) = 17.07'
INV 10"PVC (SW) = 17.05'
SEWER MANHOLE
TOP = 20.51'
INV 8"PVC (NW) = 16.73'
INV 8"D.I. (SW) = 16.66'
INV 8"PVC (NE) = 16.59'
OIL/WATER C.O.
SCO
SEWER MANHOLE
TOP = 18.95'
INV 8"C.I. (E) = 16.25'
INV 12"PVC (W) = 16.04'
SEWER MANHOLE
TOP = 21.04'
INV 4"PVC (N) = 17.20'
INV 8"C.I. (N) = 16.04'
INV 12"C.I. (S) = 15.79'
SEWER MANHOLE
TOP = 21.46'
INV 12"C.I. (NW) = 15.32'
INV 12"C.I. (SW) = 15.31'
SEWER MANHOLE
TOP = 19.95'
INV 8"C.I. (NW) = 15.80'
INV 12"C.I. (SE) = 15.77'
SEWER MANHOLE
TOP = 22.85'
INV 10"C.I. (NW) = 18.73'
INV 10"C.I. (NE) = 18.53'
INV 10"PVC (SE) = 18.25'
SEWER MANHOLE
TOP = 22.52'
INV 10"PVC (NW) = 17.70'
INV 10"PVC (N) = 17.61'
INV 10"PVC (S) = 17.48'
SEWER MANHOLE
("STORM" LID)
TOP = 20.97'
INV 8"PVC (NE) = 12.94'
INV 8"PVC (SW) = 12.88'
INV 8"PVC (NW) = 12.67'
SEWER MANHOLE
TOP = 20.23'
INV 4"PVC (SW) = 18.42'
INV 2"PVC (S) = 18.28'
INV 8"PVC (NE) = 13.32'
INV 8"PVC (SW) = 13.08'
SEWER MANHOLE
TOP = 20.31'
INV 4"PVC (SE) = 18.52'
INV 8"PVC (NW) = 16.26'
INV 6"PVC (NE) = 15.33'
INV 4"PVC (NE) = 13.60'
INV 8"PVC (SW) = 13.41'
SEWER MANHOLE
TOP = 21.93'
INV 12"PVC (S) = 15.82'
INV 12"PVC (NW) = 15.75'
INV 15"PVC (W) = 14.29'
INV 15"PVC (NE) = 14.23'
T-104
TOP = 23.80'
GREASE TRAP
(T-103)
TOP = 21.82'
SEWER MANHOLE
TOP = 23.42'
INV 12"PVC (NE) = 10.55'
INV 12"PVC (SW) = 10.39'
SEWER MANHOLE
TOP = 23.53'
INV 12"PVC (NW) = 12.33'
INV 12"PVC (SW) = 11.23'
INV 12"PVC (E) = 11.17'
SEWER MANHOLE
TOP = 23.11'
INV 6"D.I. (SW) = 18.99'
INV 12"PVC (NW) = 16.99'
INV 12"PVC DROP (NW) = 13.02'
INV 12"PVC (SE) = 12.92'
SEWER MANHOLE
TOP = 22.88'
INV 12"PVC (NE) = 11.76'
INV 12"PVC (W) = 11.75'
S
S
S
SEWER MANHOLE
TOP = 23.73'
INV 8"PVC (NE) = 17.73'
INV 8"PVC (SW) = 17.73'
SEWER MANHOLE
TOP = 22.53'
INV 4"PVC (SW) = 20.63'
INV 12PVC (SE) = 8.93'
INV 12PVC (NW) = 7.53'
INV 12PVC (NE) = 7.33'
SEWER MANHOLE
TOP = 22.63'
INV 12"PVC (SW) = 7.43'
INV 12"PVC (NE) = 7.03'
SEWER MANHOLE
"UNLABELED" LID
TOP = 20.58'
INV 3"PVC (E) = 18.48'
INV 4"PVC (SE) = 17.08'
INV 8"PVC (SW) = 17.08'
SEWER MANHOLE
TOP = 23.65'
INV 8"PVC (N) = 12.95'
INV 12"PVC (SW) = 12.95'
SEWER MANHOLE
TOP = 23.62'
INV 12"PVC (SW) = 12.25'
INV 12"PVC (NE) = 11.92'
INV 12"PVC (NW) = 12.02'
SEWER MANHOLE
TOP = 21.95'
INV 6"PVC (S) = 17.75'
INV 12"PVC (SE) = 11.45'
INV 12"PVC (SW) = 11.45'
3-1/2" SEWER PIPE
(BLDG TO GROUND)
SEWER LIFT STATION
TOP = 23.72'
INV 6" FM (W) = 20.92'
INV 6"PVC (E) = 11.12'
BOTTOM INV = 10.09'
SV
SV
SV
FM-V
UNKNOWN MANHOLE
w/ "SEWER" LID
UNKNOWN MANHOLE
w/ "SEWER" LID
SEWER FORCE
MAIN VALVE
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E85
1" = 100 US Feet
0 100 200
VAMC BILOXI, MS
SANITARY SEWER
S
S
SANITARY SEWER
GRAVITY MAIN
FM
FM
SANITARY SEWER
FORCE MAIN
SANITARY SEWER LEGEND
OIL / WATER SEPARATOR
CLEANOUT
SEWER VALVE
SEWER CLEANOUT
SEWER MANHOLE
SCO
SEWER LIFT STATION
SEWER PUMP STATION
SV
OIL/WATER C.O.
DITCH
SIGN
TREE
FENCE LINE
TOPOGRAPHIC LEGEND
PARK BENCH
PICNIC TABLE
FIRE EXTINGUISHER
MONITORING WELL
BOLLARD
TRASH RECEPTACLE
FLAG POLE
BUILDING SCHEDULE
1 MAIN HOSPITAL
2 EXTENDED CARE BUILDING
3 OUTPATIENT CLINIC
5 SLEEP LAB
6 DIRECTORS QUARTERS
7 DUPLEX STAFF QUARTERS
8 DUPLEX FMS/R.E. OFFICE
9 WAREHOUSE
10 ENGINEERING OFFICE
12 GATEHOUSE
14 BLIND REHAB
15 COMMUNITY LIVING CENTER
16 ENGINEERING SHOPS
17 RECREATION HALL AND POLICE
18 CREDIT UNION
19 MENTAL HEALTH
21 KITCHEN AND CANTEEN DINING
25 MENTAL HEALTH BUILDING
26 WAREHOUSE
27 MECH. SHOP & COVERED CANOPY
28 PARKING GARAGE
32 MECHANIC SHOP
44 P. M. SHOP
45 PAINT AND LOCK SHOP
50 PLUMB./YARD SHOP & ENG STORAGE
51 FMS ADMIN OFFICE
52 MAS/AM&M WAREHOUSE
53 ADMINISTRATION BUILDING
56 BAIT HOUSE
57 CANTEEN RETAIL
86 SIGN SHOP & ENG. STORAGE
88 ENGINEERING STORAGE
T-102
(TEMP) ADMIN OFFICES
T-104
(TEMP) SUDP & PTSD CLINIC
T-105
(TEMP) SUDP & PTSD CLINIC
29 PHYSICAL THERAPY & REHABILITATION
30 MAIN CLINIC BUILDING
31 LAUNDRY
FX
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S
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING
SANITARY SEWER
EXISTING
02/21/2020
AutoCAD SHX Text
8" SANITARY FORCE MAIN
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(PVC - NEW 2016)
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8" SANITARY FORCE MAIN
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VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
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AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
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S
M
O
K
E
S
H
A
C
K
2" PVC
2" PVC
C O
V E
R E
D
S
I D
E W
A L K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
COVERED SIDEWALK
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
G
E N
E R
A T
O
R C
O
M
P O
U N
D
A
A
A
A
HB
WV
W
W
PIV-11
W
WV
WV
WV
PIV-6
W
W
W
W
W
PIV-20
PIV-19
W
FDC
W
W
W
WV
W
B
P
B
P
B
P
B
P
B
P
B
P
B
P
WV
WV
B
P
W
W
W
W
B
P
W
W
W
W
B
P
8''W 8''W
W
W
W
8''W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8''W
W
W
W
''W
''W
''W
''W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8''W
8''W
8''W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
W
W
B
P
WV
W
B
P
FS
W
W
W
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
HB
W
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W
W
W
8''W 8''W
W
''W
W
12''W
12''W
8''W
W
G
T
I
R
R
I
R
R
B
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E85
W
W
B
P
B
P
BP
B
P
F
S
W
''W
''W
W
W
B
P
B
P
W
BP BP
B
P
W
W
W
W
W
W
W
B
P
W
W
B
P
W
A
B
C
D
D1
D2
E
F
G
G1
G2
H
I
J
K
L
8''W
W
W
W
W
W
W
W
W
W
W
W
A2
A1
1" = 100 US Feet
0 100 200
VAMC BILOXI, MS
WATER DISTRIBUTION
BUILDING SCHEDULE
1 MAIN HOSPITAL
2 EXTENDED CARE BUILDING
3 OUTPATIENT CLINIC
5 SLEEP LAB
6 DIRECTORS QUARTERS
7 DUPLEX STAFF QUARTERS
8 DUPLEX FMS/R.E. OFFICE
9 WAREHOUSE
10 ENGINEERING OFFICE
12 GATEHOUSE
14 BLIND REHAB
15 COMMUNITY LIVING CENTER
16 ENGINEERING SHOPS
17 RECREATION HALL AND POLICE
18 CREDIT UNION
19 MENTAL HEALTH
21 KITCHEN AND CANTEEN DINING
25 MENTAL HEALTH BUILDING
26 WAREHOUSE
27 MECH. SHOP & COVERED CANOPY
28 PARKING GARAGE
32 MECHANIC SHOP
44 P. M. SHOP
45 PAINT AND LOCK SHOP
50 PLUMB./YARD SHOP & ENG STORAGE
51 FMS ADMIN OFFICE
52 MAS/AM&M WAREHOUSE
53 ADMINISTRATION BUILDING
56 BAIT HOUSE
57 CANTEEN RETAIL
86 SIGN SHOP & ENG. STORAGE
88 ENGINEERING STORAGE
T-102
(TEMP) ADMIN OFFICES
T-104
(TEMP) SUDP & PTSD CLINIC
T-105
(TEMP) SUDP & PTSD CLINIC
29 PHYSICAL THERAPY & REHABILITATION
30 MAIN CLINIC BUILDING
31 LAUNDRY
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING WATER DISTRIBUTION
MAIN REPLACEMENT PLAN
LEGEND:
REPLACE 8" WATER LINE
ABANDON WATER LINE
8''W 8''W 8''W
2''W 2''W
2''W
SUGGESTED PHASING FOR MAIN LINE INSTALLATION
A - B REMOVE OLD PIPE & PLACE NEW IN SAME LOCATION (REQ TEMPORARY SERVICE) (998 LF 8" PVC)
A1 - A2 OPEN CUT (NEW PIPE) (773 LF 8" PVC)
A2 - B OPEN CUT (NEW PIPE) (576 LF 8" PVC)
B - C DIR. BORE - ABANDON OLD PIPE (224 LF 8"HPDE)
C - D REMOVE OLD PIPE & PLACE NEW IN SAME LOCATION (LAUNDROMAT SERVICE) (66 LF 8" PVC)
I - J OPEN CUT (NEW PIPE) (245 LF 8" PVC)
J - K DIR. BORE (NEW PIPE) (354 LF 8" HDPE)
H - L DIR. BORE & PLACE NEW UNDER BLDG 3. (514 LF 8" PVC)
D - E DIR. BORE (CHILLED WATER CONFLICT) (692 LF 8" HDPE)
D - D1 REMOVE OLD PIPE & PLACE NEW IN SAME LOCATION (363 LF 8" PVC)
D1 - D2 REMOVE OLD PIPE & PLACE NEW IN SAME LOCATION (598 LF 8" PVC)
E - F DIR. BORE (CHILLED WATER CONFLICT) (471 LF 8" HDPE)
F - G DIR. BORE (270 LF 8" HDPE)
G - H REMOVE OLD PIPE & PLACE NEW IN SAME LOCATION (216 LF 8" PVC)
G - G1 DIR. BORE (305 LF 8" HDPE)
PHASE 1
PHASE 3
PHASE 4
PHASE 2
02/21/2020
NOTE:
1. CONTRACTOR MAY PROPOSE CHANGES TO SUGGESTED PHASING SHOWN
ABOVE. CHANGES MUST BE MADE IN WRITING WITH APPROVAL FROM COR AND
ENGINEER.
2. NEW LINES TO BE BORED SHALL BE PLACED AS CLOSE TO EXISTING PIPE AS
POSSIBLE. CONTRACTOR MAY PROPOSE NEW ALIGNMENT FOR PIPE TO BE
BORED BASE UPON FIELD CONDITIONS. ANY CHANGE IN ALIGNMENT SHALL BE
APPROVED BY COR AND ENGINEER.
3. MINIMUM COVER OVER NEW LINES IS 3' - 6".
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Engineer
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Building Number
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text Dwg.
AutoCAD SHX Text Of
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Office of Facilities
AutoCAD SHX Text Department of
AutoCAD SHX Text Veterans Affairs
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
F
B
IC
Y C
L E
R
A C
K S
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
S T O
P
M
W
F
X
F X
M
W
F
X
T102
T
T
C
H
I
L
L
E
R
P
L
A
N
T
MW
TEST-CP
TEST-CP
TEST-CP
MW
? VALVE ?
MW
? VALVE ?
FX
S
M
O
K
E
S
H
A
C
K
M
R
I
U
N
I T
MW
MW
VALVE??
C O
V E
R E
D
P A
V
IL
IO
N
S
M
O
K
E
S
H
A
C
K
2" PVC
2" PVC
C O
V E
R E
D
S
I D
E W
A L K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
COVERED SIDEWALK
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
C
O
V
E
R
D
E
W
A
L
K
G
E N
E R
A T
O
R C
O
M
P O
U N
D
A
A
A
A
E85
1" = 100 US Feet
0 100 200
VAMC BILOXI, MS
WATER DISTRIBUTION
BUILDING SCHEDULE
1 MAIN HOSPITAL
2 EXTENDED CARE BUILDING
3 OUTPATIENT CLINIC
5 SLEEP LAB
6 DIRECTORS QUARTERS
7 DUPLEX STAFF QUARTERS
8 DUPLEX FMS/R.E. OFFICE
9 WAREHOUSE
10 ENGINEERING OFFICE
12 GATEHOUSE
14 BLIND REHAB
15 COMMUNITY LIVING CENTER
16 ENGINEERING SHOPS
17 RECREATION HALL AND POLICE
18 CREDIT UNION
19 MENTAL HEALTH
21 KITCHEN AND CANTEEN DINING
25 MENTAL HEALTH BUILDING
26 WAREHOUSE
27 MECH. SHOP & COVERED CANOPY
28 PARKING GARAGE
32 MECHANIC SHOP
44 P. M. SHOP
45 PAINT AND LOCK SHOP
50 PLUMB./YARD SHOP & ENG STORAGE
51 FMS ADMIN OFFICE
52 MAS/AM&M WAREHOUSE
53 ADMINISTRATION BUILDING
56 BAIT HOUSE
57 CANTEEN RETAIL
86 SIGN SHOP & ENG. STORAGE
88 ENGINEERING STORAGE
T-102
(TEMP) ADMIN OFFICES
T-104
(TEMP) SUDP & PTSD CLINIC
T-105
(TEMP) SUDP & PTSD CLINIC
29 PHYSICAL THERAPY & REHABILITATION
30 MAIN CLINIC BUILDING
31 LAUNDRY
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING WATER DISTRIBUTION
KEY MAP
02/21/2020
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Engineer
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Building Number
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text Dwg.
AutoCAD SHX Text Of
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Office of Facilities
AutoCAD SHX Text Department of
AutoCAD SHX Text Veterans Affairs
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
F
B
IC
Y C
L E
R
A C
K S
F
X
T
G
V
G
V
G
V
GV-28
GV-10
G
V
GV-8
HB
PIV-5
WV-20
WV-019
WV-84
PIV-2
PIV-3
PIV-22
WV-87
WV-93
FH-42
FH-36
FH-34
FH-35
FH-41
FH-2
FH-6
FH-3
WV-21
W
W
W
WV
W
W
W
W
W
B
P
WV
WV-92
WV-91
W
2''W
W
W
W
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
W
W
W
W
W
W
W
W
W
W
WV-85
WV-86
WV-18
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV-90
WV-88
WV-89
W
W
W
W
W
W
WV
W
W
W
W
W
W
W
W
W
W
W
W
W
HB
HB
HB
HB
HB
W
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
W
W
W
W
W
W
W
W
8''W
W
''W
''W
''W
W
W
W
W
W
W
W
W
W
WV-22
WV-23
WV-24
WV-25
WV-26
WV-27
WV-28
WV-29
WV-30
WV-31
WV-32
WV-33
WV-34
W
W
W
W
W
W
W
W
W
W
W
W
8''W
E85
W
W
W
W
W
REPLACE
PIV
REPLACE
FH
REPLACE
FH
REPLACE
PIV
BP
REPLACE 8" WATER LINE
WITH 8" PVC WATER LINE
REQ'D 8" GATE VALVE
8''W 8''W
8''W 8''W
W
W
W
W
W
REQ'D 8" GATE VALVE
REQ'D NEW 8" PVC WATER LINE
TIE IN NEW 8" PVC PIPE TO EXISTING 8" WATER LINE
BP
W
REQ'D BP FOR TRAILERS TO BE CONNECTED
TO EXISTING 8" WATER.
1" = 30 US Feet
0 30 60
VAMC BILOXI, MS
WATER DISTRIBUTION
NOTES:
BACKFLOW PREVENTERS ARE REQUIRED AT BUILDINGS 9, 10, 49, AND
52. SEE SCHEDULE ON SHEET 15 FOR TYPE AND SIZE INFORMATION.
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING WATER DISTRIBUTION
MAP 1:
PROPOSED WORK
LEGEND:
REPLACE 8" WATER LINE
ABANDON WATER LINE
EXISTING WATER LINE
NEW WATER LINE
8''W
2''W
2''W
8''W
02/21/2020
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Engineer
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Building Number
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text Dwg.
AutoCAD SHX Text Of
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Office of Facilities
AutoCAD SHX Text Department of
AutoCAD SHX Text Veterans Affairs
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text
MATCHLINE: SEE SHEET 9
AutoCAD SHX Text
SEE INSET 1
ON SHEET 10
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
C.O.
S T O
P
T102
T
T
G
V
VENT
VENT
G
V
GV-19
WV
WV-014
PIV-4
W
W
W
W
W
WV-16
WV-015
WV-017
WV-13
WV-73
WV-09
PIV
WV-07
WV-06
WV-05
W
PIV-9
PIV-8
PIV-7
WV-09
WV-11
WV-12
WV-10
PIV-10
WV-02
WV-01
WV-007
WV-08
WV
PIV-6
W
W
W
W
FH-5
FH-7
FH-8
FH-9
FH-10
FH-11
FH-12
FH-13
FH-14
W
W
W
W
W
B
P
B
P
B
P
B
P
B
P
WV
W
W
W
W
W
W
W
WV-72
W W W W
W
W
W
W
W
W
W
8''W 8''W 8''W
W
8''W
8''W
W
W
W
W
W
W
W
W
W
WV-04
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WATER
TANK
HB
HB
8''W 8''W
W
W
W
W
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
W
W
W
W
8''W
8''W
''W
''W
''W
''W
''W
W
W
W
W
W
W
W
W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
W
8''W
8''W
8''W
8''W
W
W
I
R
R
I
R
R
W
W
W
W
W
W
W
REMOVE
PIV
REPLACE 8" WATER LINE WITH
8" PVC WATER LINE
REPLACE
FH
REPLACE
FH
REPLACE 8"
WATER LINE
REQ'D BP FOR TRAILERS TO BE
CONNECTED TO SYSTEM AT PIV-6.
B
P
W
W
W
W
W
EXTEND 2" PVC WATER MAIN
TO NEW HOSE BIB AT
GENERATOR COMPOUND.
LOCATION TO BE
DETERMINED BY OWNER.
REQ'D 8" GATE VALVES (2)
REQ'D 6" GATE VALVE
REQ'D 8" GATE VALVE
INSTALL CHLORINE MONITOR ON BUILDING
35. SEE SHEET 17 FOR DETAILS.
REPLACE 6" WATER LINE
WITH 8" PVC WATER LINE
W
W
W
W
W
W
W
W
W
W
W
W
W
REQ'D 8" GATE VALVE
REQ'D NEW 8"
PVC WATER LINE
M
W
F
X
F
X
M
W
G
E N
E R
A T
O
R C
O
M
P O
U N
D
A
A
A
A
HB
W
W
EXTEND 2" PVC WATER MAIN
TO NEW HOSE BIB AT
GENERATOR COMPOUND.
LOCATION TO BE
DETERMINED BY OWNER.
W
W
1" = 30 US Feet
0 30 60
VAMC BILOXI, MS
WATER DISTRIBUTION
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING WATER DISTRIBUTION
MAP 2:
PROPOSED WORK
NOTES:
BACKFLOW PREVENTERS ARE REQUIRED AT TRAILER AREA NEAR
BUILDING 26. SEE SCHEDULE ON SHEET 15 FOR TYPE AND SIZE
INFORMATION.
LEGEND:
REPLACE 8" WATER LINE
ABANDON WATER LINE
EXISTING WATER LINE
NEW WATER LINE
8''W
2''W
2''W
8''W
02/21/2020
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Engineer
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Building Number
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text Dwg.
AutoCAD SHX Text Of
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Office of Facilities
AutoCAD SHX Text Department of
AutoCAD SHX Text Veterans Affairs
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text
MATCHLINE: SEE SHEET 8
AutoCAD SHX Text
MATCHLINE: SEE SHEET 10
AutoCAD SHX Text
INSET 2
AutoCAD SHX Text
SEE INSET 2 ABOVE
AutoCAD SHX Text
SEE INSET 1
ON SHEET 10
? VALVE ?
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VENT
VENT
GV-27
GV-24
GV-22
GV-23
GV-53
GV-52
GV-26
GV-29
WV-73
WV-09
PIV-11
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FH-17
WV
1 1/2"
WV
FH-16
FH-18
FH-8
FDC
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P
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P
WV-72
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8''W 8''W 8''W
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8''W
8''W
8''W
WV-74
HB
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HB
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B
P
REPLACE
FH
REMOVE
FH
REPLACE
FH
REPLACE 8" WATER LINE
WITH 8" PVC WATER LINE
REPLACE 8"
WATER LINE
REQ'D
BF FOR
TRAILERS
REPLACE 6" WATER LINE
WITH 8" PVC WATER LINE
REQ'D 8" GATE VALVES (2)
REQ'D 8" GATE VALVE
REPLACE 8" GATE VALVES (3)
REPLACE 6" WATER LINE
WITH 8" PVC WATER LINE
REPLACE PIV
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A T
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P O
U N
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GV-3
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EXTEND 2" PVC WATER MAIN
TO NEW HOSE BIB AT
GENERATOR COMPOUND.
LOCATION TO BE
DETERMINED BY OWNER.
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REQ'D NEW 8" PVC WATER LINE
1" = 30 US Feet
0 30 60
VAMC BILOXI, MS
WATER DISTRIBUTION
1011 N CAUSEWAY BLVD., SUITE 19
MANDEVILLE, LA 70471
PHONE: 985.624.5001
EMAIL: info@pi-aec.com
PRINCIPAL ENGINEERING WATER DISTRIBUTION
MAP 3:
PROPOSED WORK
NOTES:
BACKFLOW PREVENTERS ARE REQUIRED AT BUILDING 5. SEE
SCHEDULE ON SHEET 15 FOR TYPE AND SIZE INFORMATION.
LEGEND:
REPLACE 8" WATER LINE
ABANDON WATER LINE
EXISTING WATER LINE
NEW WATER LINE
8''W
2''W
2''W
8''W
02/21/2020
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Service Engineer
AutoCAD SHX Text Approved: Service Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Building Number
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Project No.
AutoCAD SHX Text Dwg.
AutoCAD SHX Text Of
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text Office of Facilities
AutoCAD SHX Text Department of
AutoCAD SHX Text Veterans Affairs
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VA FORM 08-6231, DEC 1989
AutoCAD SHX Text one-eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one-quarter inch = one foot
AutoCAD SHX Text three-eighths inch = one foot
AutoCAD SHX Text one-half inch = one foot
AutoCAD SHX Text three-quarters inch = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text one and one-half inches = one foot
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text
MATCHLINE: SEE SHEET 9
AutoCAD SHX Text
MATCHLINE: SEE SHEET 11
AutoCAD SHX Text
INSET 1
A1 - B
| Sheets and Views |
| 1916-MS-Titlesheet-COVER (1) |
| 1168-17-EX-Existing Utilities-Overall Water (2) |
| 1168-17-EX-Existing Utilities-Overall Chiller Water (3) |
| 1168-17-EX-Existing Utilities-Overall Storm Sewer (4) |
| 1168-17-EX-Existing Utilities-Overall Sanitary Sewer (5) |
| 1916-PL-Plan-Overall Map (6) |
| 1916-PL-Plan-Key Map (7) |
| 1916-PL-Plan-Map 1 (8) |
| 1916-PL-Plan-Map 2 (9) |
| 1916-PL-Plan-Map 3 (10) |
| 1916-PL-Plan-Map 4 (11) |
| 1916-PL-Plan-Map 5 (12) |
| 1916-PL-Plan-Map 6 (13) |
| 1916-PL-Plan-Map 7 (14) |
| 1916-PL-Plan-Details (15) |
| 1916-PL-Plan-Details (16) |
| 1916-PL-Plan-Details (17) |
| 1916-PL-Plan-Details (18) |
File details come from the government source that posted it. Updated .