EP001S.pdf
PDF 701 KB Posted
- Attached to
- Z1DA--Upgrade Emergency Power 138 610-16-104
- Solicitation number
- 36C25020B0081
About this file
This notice provides details for a federal construction contract opportunity for the Department of Veterans Affairs to upgrade emergency power in Building 138 at the Northern Indiana HealthCare System VA Medical Center in Marion, Indiana. The solicitation number is 36C25020B0081 and will be issued as a 100% set-aside for Service-Disabled Veteran-Owned Small Businesses. Eligible offerors must be registered and verified in the VIP and SAM databases. The construction work includes upgrading emergency power with a project magnitude between $5-10 million. The NAICS code is 238210 and business size standard is $16.5 million. Offerors must visit the site and the 15% minimum SDVOSB work requirement applies. The bid due date will be approximately 30 days after August 14th when the solicitation is posted to SAM.gov. Bonds will be required and the period of performance cannot exceed 600 calendar days.
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Text version
12 155
F
G ra y R o a d Steel
Drive
Chapman Avenue
PRIMARY FEED FROM ALL LOOP
SWITCHES TO TANSFORMERS
PRIMARY DISTRIBUTION LOOP TO
BUILDINGS; 174,172, 127, 124, 17, 16, 155.
(1301)
(3003)
(3004)
(3G01)
(DIESEL FUEL)
: PRIMARY DISTRIBUTION LOOP TO
ALL OTHER BUILDINGS ON STATION.
#XX
Indiana Avenue
B la ck R o ad
LS
N
54 153
T504
T516
53144
51 52
75 55
F
F
C o tt a g e
G ra y
Water Street
Black Road
Black Road
Water Street
M cM a h o n
A v e n u e
Water Street
Railroad Avenue
M e c h a n ic s A v e n u e
River Road
Material
Compound
Vehicle
Compound
LS
LS
EMERGENCY FEEDER FOR ATS- LSDP
1 3000 LB. CONCRETE - MUST DYE CONCRETE RED.
2 5" I.D. DUCTS
3 MIN 3" SPACING BETWEEN CONDUITS (TYPICAL).
4 RED WARNING TAPE 1' ABOVE CONCRETE ENCASEMENT.
DETAIL NOTES
ENCASEMENT (TYPICAL)
12"
MIN 3"
2'-6" COVER
2'-0"
1'-0"
TOP VIEW
SECTION "A-A"
POWER
SECTION "B-B"
S L O
P E
S
LO
P E
SLOPE
305x305mm (12"x12") SUMP
FINISHED GRADE
GROUND ROD
PER SECTION
26 05 26.
A
A
B
B
PULLING IRON
CONC.
ENVELOPE
GROUND
ROD
SLEEVE
PULLING
IRON
CABLE STANCHION PER
SECTION 26 05 41.
305mm (12") SUMP
SUMP FRAME &
COVER
GRADE RINGS AS REQ'D TO MATCH
CIVIL FINISHED GRADE ELEVATION.
CABLE STANCHION
0.764 CUBIC METERS (1
CUBIC YARD) 19mm (3/4")
GRAVEL SUMP
GENERAL NOTE:
1. INCLUDE ALUMINUM LADDER (NOT
SHOWN FOR CLARITY)
V A
R
IE
S
(5'-0")
1930mm
(6'-4")
(8")
1524mm 203mm
(8 m m
(6 m m m m
(1
M
IN
m m
(8
1524mm
(5'-0") m m
(8 m m
(7
965mm965mm
(3'-2")
1930mm
(6'-4")
(3'-2")
(5
(3
(9 m m m m m m
(3")
76mm
(8
(8 m m
(9
(8 m m m m m m
(3 m m
915mm
(3'-0")
EP001S
4 EP001S
M A R
IA
N V
A P
R O
P E R
TY
C H A M
B E R S P
A R K A
P A R
TM
E N
TS
V E
TE
R A N H
O U S
IN
G
LP
EP401
EP401
P: 937-224-0861 www.heapy.com
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
CONSTRUCTION
DOCUMENTS
Services
Engineering and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Marion VA Marion, IN
#610-16-104
PROJECT NO. 2018-05034
CONSTRUCTION DOCUMENTS
02/12/2020
FULLY SPRINKLERED
UPGRADE EMERGENCY
POWER IN BUILDING 138
DRAWING OF 65
C U s e rs \c h e ls
\D o c u m e n ts
\F F
E M a ri o n
M
E P
B u ild in g
(2 c h e ls e y .g a lli o n .r v t
/2
/2
:4
:4
P
M
EP001S
POWER - SITE PLAN
MSG NES
SITE
PLAN NOTES
1. NEW MANHOLE M40A. REFER TO SINGLE LINE DIAGRAM.
2. NEW MANHOLE M1A. REFER TO SINGLE LINE DIAGRAM.
3. NEW MEDIUM VOLTAGE SWITCHGEAR AND GENERATION BUILDING.
4. NEW HANDHOLE.
5. 4-4" CONCRETE ENCASED DUCTBANK. REFER TO SINGLE LINE FOR
CONDUCTORS. NEW FEEDERS #1 AND #2.
6. NEW PRIMARY SERVICE DUCTBANK. COORDINATE WITH AEP. REFER TO
DUCTBANK DETAIL 4.
7. NEW PRIMARY SERVICE MANHOLE. COORDINATE WITH AEP. REFER TO
MANHOLE DETAIL 5.
8. EXISTING CAPACITOR BANK TO BE REMOVED.
9. EXISTING UTILITY POLE.
10. NOTE OMITTED.
11. 4-5" CONCRETE ENCASED DUCTBANK. REFER TO SINGLE LINE FOR
CONDUCTORS. NEW FEEDERS #3 AND #4.
12. PROVIDE 1" PVC CONDUIT TO MV SWITCHGEAR FOR DATA. PROVIDE DATA
CONNECTION FROM DATA ROOM IN BUILDING.
13. REMOVE MV SWITCHGEAR, AND WALK-IN ENCLOSURE/PAD. REFER TO
DEMOLITION PLAN.
14. NEW PRIMARY METERING CONCRETE ENCLOSURE. PROVIDE CONCRETE
ENCLOSURE AND ENCLOSURE PAD. REFER TO SPECIFICATION 26 13 13 FOR
UTILITY DETAIL OF ENCLOSURE AND PAD. PROVIDE BOLLARD AT EACH
CORNER. COORDINATE LOCATION AND INSTALLATION WITH AEP.
15. NEW PREFERRED SERVICE FEEDER.
16. NEW ALTERNATE SERVICE FEEDER.
17. EXISTING UTILITY TERMINAL POLE.
18. NEW UTILITY TERMINAL POLE.
19. PROPERTY LINE.
20. EXISTING UTILITY & RIGHT OF WAY EASEMENT.
21. REMOVE EXISTING WIRING FROM EXISTING DUCTBANK CONDUIT.
22. FEED FOR GENERATOR EQUIPMENT. SEE ENLARGED BUILDING 76 PLAN FOR
MORE INFORMATION.
23. PAD SWITCH A.
24. TEMPORARY FEEDER TO EXISTING PRIMARY SWITCHGEAR. REFER TO
PHASING PLAN.
25. EXISTING MANHOLE M1.
26. EXISTING MANHOLE M40.
27. NEW MANHOLE.
SCALE: 1" = 100'-0"
1 - BLDG 175 & 138
SCALE: 1" = 100'-0"
3 - LEGEND
SCALE: NONE
PRIMARY ELECTRICAL DUCTBANK
SCALE: NONE
PRIMARY ELECTRICAL MANHOLE
SCALE: 1" = 100'-0"
2 - XFMR EASEMENT & CONDUIT ROUTING
Revisions: Date:
95% REVIEW 12/17/2019
4 - ADDENDUM 10 03/24/2021
5- ADDENDUM 12 04/22/2021
| Sheets |
| EP001S - POWER - SITE PLAN |
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