2024-08-29 544-329 BID DRAWING REVISIONS.pdf
PDF 4 MB Posted
- Solicitation number
- 36C77624R0028
About this file
This document appears to be a set of bid drawings and revisions related to the federal contract opportunity for Solicitation 36C77624R0028 to construct an Eye Clinic Center at the William Jennings Bryan Dorn VA Medical Center in Columbia, SC.
The bid drawings provide detailed specifications for the sanitary sewer system, including the proposed layout, materials, and connection points. Key details include the planned 8" and 6" PVC sanitary sewer lines, manholes, and tie-ins to the existing system. The drawings also show the required coordination with Dominion Energy for the underground transmission power lines crossing the project area. Additionally, the drawings include details for utility materials and installation requirements, such as a reduced pressure principle assembly for the water service.
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Text version
60" Out (C) = inaccessible
Bottom = 218.07'
Rim = 233.63'
Throat = 232.76'
18" Out = 228.95'
Rim = 227.06'
8" In = 221.36'
8" Out = 221.26'
Asphalt Parking
Gravel Parking
S 30°06'13" W
586.62' Total
1/2" Rebar-F
1/2" Rebar-Disturbed
@ 5.75' & 0.20' Left of PL Oak Stump
Rad = 358.32' Arc = 115.11'
Ch: S 21°07'11" W 114.62'
Abandoned UG Electric
Rim = 226.00'
Throat = 224.96'
60" In = 216.60'
18" In = 219.50'
UGT
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UGEUGE
UGE
UGE
UGE
UGE
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UGE
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OHT
OHT
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OHE
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25' Approx SCE&G R/W
As per Owens Hardison, SCE&G does not have an easement for this gas main.
Gas Engineering and Construction - South Carolina Electric and Gas
609 Old Taylor Road - Cayce, South Carolina - 29033
VA
N
10+00
11+00
12+00 13+00 14+00 15+00
+6
2.
MODIFIED STORMWATER BASIN
FOR BEHAVIORAL HEALTH
PROJECT (BY OTHERS)
S
S S
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
8" PVC 8" PVC
6" P
VC
SSMH-2 SSMH-4
SSMH-5
BYRON ROAD
25' OFFSET FROM DOMINION ENERGY
OVERHEAD TRANSMISSION POWER LINES
(APPROX. UTILITY EASEMENT LOCATION)
UTILITY EASEMENT FOR
DOMINION ENERGY
UNDERGROUND TRANSMISSION
POWER LINES (APPROX. UTILITY
EASEMENT LOCATION)
S
50 LF OF 18" STEEL CASING (0.25"
THICKNESS) TO BE INSTALLED BY
JACK AND BORE.
SSSSSSSS
8" DIP
SSMH-3
DOMINION ENERGY 10' X 10' MANHOLE
DOMINION ENERGY DUCT BANK
(6) 6" CONDUITS
ENCASED IN CONCRETE
TO FUTURE SUBSTATION
8" DIP
EXIST. SSMH-1
10+00
7.
10+50
9.
11+00
1.
11+50
4.
12+00
2.
12+50
2.
13+00
3.
13+50
3.
14+00
4.
14+50
5.
6.
15+00
5.
8.
15+50
6.
7.
243 LF OF 8" PVC @ 1.00%
SS
M
H -2
ST
A
+7
1.
R
IM
.7
8"
IN
(S
W ) I
E
2.
8" O
U T
(N E)
IE
.5
SS
M
H -4
ST
A
+0
2.
R
IM
.1
8"
IN
(S
W ) I
E
0.
8" O
U T
(N E)
IE
.9
SS
M
H -5
ST
A
+4
4.
R
IM
.8
6"
IN
(N
W ) I
E
4.
8" O
U T
(N E)
IE
.2
42 LF OF
8" PVC @ 7.40%
18 LF OF
6" PVC @ 1.00%
EXISTING GRADE
PROPOSED GRADE
EXISTING DOMINION ENERGY
6" PLASTIC GAS MAIN
(DEPTH TO BE VERIFIED)
SS
M H
-3
ST
A
+5 9.
R
IM
.8
8"
IN
(S W
) I E
7.
8"
IN
(S
W ) I
E
3.
8" O
U T
(N E)
IE
.1
MIN. 105" OF COVER AT UNDERGROUND
TRANSMISSION POWER LINE CROSSING
50 LF OF 18" STEEL CASING (0.25" THICKNESS)
TO BE INSTALLED BY JACK AND BORE
OUTSIDE DROP
88 LF OF
8" DIP @ 0.60%
* UE * UE
*NOTE: UTILITY DEPTH TO
BE VERIFIED IN THE FIELD
24" ASP SD
12" MIN. SEPARATION
DOMINION ENERGY DUCT BANK CROSSING
SANITARY SEWER HAS 4.65' OF COVER
171 LF OF 8" DIP @ 0.60%
EX
IS
T.
S
SM
H
-1
ST
A
+0 0.
R
IM
.0
8"
IN
(S W
) I E
1.
8"
IN
(S
) I E
1.
8"
O U
T (E
) I E
1.
26 55
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FINAL CONSTRUCTION
DOCUMENTS
FULLY SPRINKLERED
Office of Construction and Facilities Management
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 A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultants:
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CU104
SANITARY SEWER MAIN EXTENSION
PLAN AND PROFILECharlotte Engineers, LLP
5838 Monroe Road Charlotte, NC 28212
(704) 531-3000 Michael Eaves
HDR, INC
440 South Church Street, Suite 1200 Charlotte, NC 28202
(704) 338-6805 Robert Bittel
CONSTRUCT
EYE CLINIC CENTER
WJBD VAMC - COLUMBIA, SC 29209
544-329
DTB FSL
1 INCH = 20 FT.
( IN FEET )
GRAPHIC SCALE
020 20 40 8010
VERTICAL
HORIZONTAL
KEY NOTES
CORE, DRILL, AND CONNECT TO EXISTING
MANHOLE.
BUILDING SANITARY SEWER SERVICE. SEE
PLUMBING PLAN FOR CONTINUATION.
LOW CLEARANCE TO OVERHEAD TRANSMISSION
POWER LINES. CONTRACTOR SHALL COORDINATE
CONSTRUCTION OF SANITARY SEWER MAIN
WITHIN THE UTILITY EASEMENT WITH DOMINION
ENERGY.
COORDINATE CONSTRUCTION AROUND DOMINION
ENERGY INFRASTRUCTURE (INCLUDING BUT NOT
LIMITED TO RELOCATING OR REPLACING GUY
WIRES).
SANITARY SEWER MANHOLE COVER SHOULD BE
FLUSH WITH THE FINAL GRADE OF THE
BEHAVIORAL HEALTH PROJECT. FIELD ADJUST AS
NEEDED.
SEE SHEET CG102 FOR PROPOSED STORM SEWER
INFORMATION.
APPROXIMATE LOCATION OF DUCT BANK TO BE
CONSTRUCTED BY DOMINION ENERGY.
CONTRACTOR TO COORDINATE CROSSING WITH
DOMINION ENERGY AT TIME OF CONSTRUCTION.
CONTACT: JUSTIN SHEALY (803) 673-6831
( IN FEET )
GRAPHIC SCALE
1 INCH = 4 FT.
04 4 8 162
S
SS
W
LEGEND
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER MAIN
EXISTING WATER MAIN
EXISTING UTILITY POLE
EXISTING UTILITY POLE
GUY WIRE ANCHOR
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND
TELECOMMUNICATIONS LINE
EXISTING GAS MAIN
PROPOSED SANITARY SEWER MANHOLE
DETAIL 1/CU504
PROPOSED SANITARY SEWER MAIN
DETAIL 3/CU503
PROPOSED WATER MAIN
DETAIL 2/CU501
05/12/2022
ADDENDUM 1 - SANITARY SEWER RELOCATION AND METER BOX DETAIL 8/29/2024
8/29/2024
VALVE BOX PROTECTOR RING DETAIL
NOT TO SCALE
FIRE METER BOX
NOT TO SCALE
2TOP SLAB - HATCH REINFORCEMENT DETAIL
NOT TO SCALE
REDUCED PRESSURE PRINCIPLE ASSEMBLY
SHUT-OFF VALVE #1
SEE NOTE #2
SHUT-OFF VALVE #2
SEE NOTE #2
OBSTRUCT VALVE
COVER MUST NOT
6" MIN.
TEST COCK #1
RESTRAINED JOINT
SEE NOTE #3
SUPPORTS
SEE NOTE #4
SLOPE GROUND
AWAY FROM
COVER
LOWEST POINT OR
RELIEF VALVE OUTLET
SLEEVE REQUIRED
(TYP.)
CONCRETE FOOTINGS AS
SUPPORT, PAD AND
REQUIRED
RESTRAINED JOINT
SEE NOTE #3 CONCRETE PAD
MIN. 4" THICK
REQUIRED
SLEEVE REQUIRED
(TYP.)
12" MIN.
30" MAX.
SEE NOTE #4
SUPPORTS
FLOW
DUCTILE IRON PIPE OR
RELIEF VALVE
OUTLET
ON EACH END OF ASSEMBLY.
TUBING FOR MIN. OF 5'
TYPE K OR L COPPER
SEE NOTE #3
CHECK VALVE #1
CHECK VALVE #2
BEING FULLY
OPENED
HINGED ACCESS OR
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORT(S)
NOTES:
1. BACKFLOW PREVENTION DEVICES ARE REQUIRED FOR ALL WATER
SERVICE CONNECTIONS. DOUBLE CHECK VALVE AND REDUCED
PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES MUST
BE SELECTED FROM THE SCDHEC APPROVED LIST. ALSO, EACH
ASSEMBLY MUST BE TESTED BY A CERTIFIED TESTER UPON
INSTALLATION, ONCE ANNUALLY THEREAFTER, AND AFTER ANY
REPAIRS.
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS &
Y) HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED
ON APPROVED LIST AS FIRE APPROVED. IF SERVING FIRE
SPRINKLERS, TAMPER SWITCHES ARE REQUIRED.
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CITY OF
COLUMBIA WATER STANDARDS SPECIFICATION. ALL JOINTS SHALL
BE RESTRAINED WITH MEGALUG RESTRAINTS OR APPROVED
EQUAL.
4. SUPPORT OF ASSEMBLY SHALL NOT BLOCK RELIEF VALVE ON
DRAIN PORT.
5. HEATED INSULATED ENCLOSURE ARE REQUIRED FOR FIRE LINE
SERVICES. NO INSULATION SHALL BE WRAPPED AROUND BPA.
6. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED
BACKFLOW PREVENTER.
REDUCED PRESSURE PRINCIPLE
NOT TO SCALE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
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 A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultants:
FINAL CONSTRUCTION
DOCUMENTS
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CU502
SITE UTILITY DETAILS
Charlotte Engineers, LLP 5838 Monroe Road Charlotte, NC 28212
(704) 531-3000 Michael Eaves
HDR, INC
440 South Church Street, Suite 1200 Charlotte, NC 28202
(704) 338-6805 Robert Bittel
CONSTRUCT
EYE CLINIC CENTER
WJBD VAMC - COLUMBIA, SC 29209
544-329
DTB FSL05/12/2022
8/29/2024ADDENDUM 1 - SANITARY SEWER RELOCATION AND METER BOX DETAIL
8/29/2024
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