SOW ATTACHMENT G SITE UTILITIES.pdf
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- 36C77624R0107_1
About this file
This document is the Statement of Work (SOW) Attachment G - Site Utilities for the federal contract opportunity to Establish Radiation Oncology Program Design Build at the Southeast Louisiana Veterans Health Care System in New Orleans, LA.
The SOW Attachment G provides detailed requirements and specifications for the site utilities, including water supply, sanitary sewer, natural gas, electrical, and communications/IT infrastructure. It outlines the scope of work, technical requirements, and performance standards for the design and installation of these site utility systems as part of the overall construction project. The document covers system capacities, connection points, testing and inspections, and coordination with local utility providers. It also includes provisions for temporary utilities during construction and final as-built documentation.
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ATTACHMENT G - SITE UTILTIES
629-335 Establish Radiology Oncology Program at SLVHCS
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A
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CANAL STREET
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UTILITY
DERGINGY
UTILITY
CEP BUILDING 2ND FLOOR
2N120 - GENERATORS
2N122 - ESGR
2N134 - MSES; MNSA
2N123 - FP - 1; FP - 2NORTH
RESERACH
3 ATS'S
SP101 / EUSSO8
EUSSO8F1A / F6B
E8 / E12
F5A / F3B E5 / E9
BLDG. 7
N
USS07 / UPS07/ 3N126A
3N126 / EUSSO7
CEP
9 ATS'S
2 12 1 5 5
TRANSITIONAL LIVING
4 ATS'S
F1A / F6B E7 / E11
BLDG.6
M
USS06 / 4M101A
4M105 / EUSSO6
USS04 / 3A32D
3A320A / EUSSO4
BLDG.5
L
GARAGES
(VISITOR'S)
F2A / F7B E7 / E11
BLDG.4
K
.GARAGES
(STAFF)
OUTPATIENT
5 ATS'S
F6A / F1B E5 / E9
BLDG.3
J
BLDG.3
H
USS03 / 8J105
EUSSO3 / 8J103
D & T SOUTH
9 ATS'S
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COURTYARD
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5G202
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F
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5E202A
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5B122
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4 ATS'S
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USS09 / 3Q106
FP3 - 3Q105A
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F2A / F7B E8 / E12
RM. BQ101A= NORMAL POWER
RM. BQ101B= EMERGENCY POWER
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13.2
13.2 KV CAMPUS ELECTRICAL DISTRIBUTION
629-335 Establish Radiation Oncology Program at SLVHCS
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Department of Veterans Affairs
NEW ORLEANS, LOUISIANA
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
REVISIONS: DATE
PROJECT NUMBER BUILDING NUMBER
DATE
LOCATION
CHECKED DRAWN
PROJECT TITLE
DOCUMENT SET PACKAGE
DRAWING NUMBERAPPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
B
A
D
C
E
VA FORM 08-6231
O N E
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IN
C H O N E
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TE
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IN
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IN
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IN
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ES
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IN
C H F O R
TY
F
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T (1
0'
6"
6"
0'
0'
123456
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C
E
F
O N E
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EE
N
TH
IN
C H O N E
FO
O T
O N E
AN
D O N E H
AL
F
IN
C H
ES
O N E
FO
O T
6"
FIRST FLOOR CAMPUS PLAN
SCALE: 1" = 40'-0"
VHANOLCazalL Text Box
CU101
CU102
CU103
CU104
1 CU105
CU106
CU107
CU108
CU109
CU110
CU111
CU112
CU113
CU114
CU115
CU116
CU117
CU118
BYPASS
UNKOWN ROUTE
10" DRAIN
" D
RA
IN
30" DRAIN
12" DRAIN12" DRAIN12" DRAIN12" DRAIN
12" DRAIN
8"
DR
AI
N
18" DRAIN
24" DRAIN
" D
RA
IN
" D
RA
IN
12" DRAIN
" D
RA
IN
" D
RA
IN
10" DRAIN 10" DRAIN
" D
RA
IN
12" DRAIN
8"
DR
AI
N
18" DRAIN
18" DRAIN
" D
RA
IN
" D
RA
IN
30" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
10" DRAIN10" DRAIN
10" DRAIN
18" DRAIN
15" DRAIN
30" DRAIN
30" DRAIN
30" DRAIN
12" DRAIN
18" DRAIN
18" DRAIN
12" DRAIN 12" DRAIN
" D
RA
IN
18" DRAIN
8" D
RA
IN
10" DRAIN10" DRAIN
18" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
15" DRAIN
10" DRAIN
" D
RA
IN
12" DRAIN
15" DRAIN
10" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
" D
RA
IN
30" DRAIN
10" DRAIN
" D
RA
IN
" D
RA
IN
30" DRAIN
" D
RA
IN
30" DRAIN
" D
RA
IN
10" DRAIN
30" DRAIN
18" DRAIN
18" DRAIN
18" DRAIN
15" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
12" DRAIN12" DRAIN 12" DRAIN12" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
10" DRAIN10" DRAIN10" DRAIN
18" DRAIN
" D
RA
IN
15" DRAIN
" D
RA
IN
" D
RA
IN
12" DRAIN
12" DRAIN15" DRAIN15" DRAIN15" DRAIN15" DRAIN15" DRAIN15" DRAIN15" DRAIN15" DRAIN
" D
RA
IN
" D
RA
IN
10" DRAIN10" DRAIN10" DRAIN10" DRAIN10" DRAIN10" DRAIN10" DRAIN
10" DRAIN10" DRAIN10" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN10" DRAIN
" D
RA
IN
12" DRAIN
10" DRAIN
" D
RA
IN
15" DRAIN
12" DRAIN12" DRAIN12" DRAIN12" DRAIN
10" DRAIN
6" DRAIN
10" DRAIN
12" DRAIN
12" DRAIN
10" DRAIN
30" DRAIN
4" SAN
4" SAN
4" S
AN
15" SAN
8" SAN
8"
SA
N
8" SAN
6"
SA
N
6" SAN
6" S
AN
8" SAN
8" SAN8" SAN
6" SAN
8" SAN
8" SAN
8" SAN
8" SAN4" SAN
8" S
AN
8" S
AN
8" SAN
8" S
AN
6" SAN
6" SAN
10" DCW
6" DCW
4" DCW
10" DCW
6" FP
6"
FP
6" FP
6" FP
6" D
CW
6" DCW
6" DCW
6" D
CW
6" DCW
6" DCW
" D
CW
10" DCW
10" DCW
10" DCW
10" DCW
6" D
CW
6" DCW
10"
DCW
" D
CW
6" DCW
6" DCW
" D
CW
" D
CW
" D
CW
10" DCW
" D
CW
10" DCW
10" DCW
10" DCW
10" DCW
10" DCW
4" D
CW
10" DCW
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CW
" D
CW
10" DCW
8" SAN
8" S
AN
8" SAN
12" SAN
" S
AN
6" SAN
8" SAN12" SAN
12" SAN
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AN
12" SAN
8" SAN
8" SAN
8" S
AN
" S
AN
" S
AN
10" SAN
" S
AN
8" SAN
8" SAN
8" SAN
6" SAN
6" NG
30" DRAIN
4"
DR
AI
N
4" DRAIN
4" DRAIN 4" DRAIN
6" DRAIN 6" DRAIN 6" DRAIN
4" DRAIN4" DRAIN4" DRAIN10" DRAIN
10" DRAIN
4" DRAIN
6" D
RA
IN
4" DRAIN
6" D
RA
IN
12" DRAIN 12" DRAIN 12" DRAIN 12" DRAIN
4" DRAIN
6" D
RA
IN
4" DRAIN
4" DRAIN 4" DRAIN4" DRAIN
4" DRAIN
4" DRAIN4" DRAIN
4" NG
4" N
G
12" DRAIN
15" DRAIN
6" P roc es s W ate r
6" Process Water
6" P roc es s W ate r
6" Process Water
10" DCW
" D
CW
" D
CW
" D
CW
10" DCW
" D
CW
" D
CW
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CW
6" DCW
10" DCW
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CW
" D
CW
" D
CW
" D
CW
10" DCW
10" DCW
10" DCW
10" DCW
10" DCW
10" DCW
6" D
CW
6" DCW
" D
CW
8" SAN
4" SAN
6" SAN
6" S
AN
6" S
AN
6" SAN
10" DRAIN
6" SAN
10" SAN
12" SAN
" S
AN
12" SAN
6" S
AN
8" SAN8" SAN
12" SAN
6" S
AN
6" SAN
8" S
AN
8"
S
AN
4" SAN
10" DRAIN
10" DRAIN
4" DRAIN 4" DRAIN
4" DRAIN
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RA
IN
12" DRAIN
10" DRAIN
10" DRAIN
30" DRAIN 30" DRAIN
4" DRAIN
30" DRAIN
4" DRAIN
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RA
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" D
RA
IN
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10" DRAIN
4" DRAIN
12" DRAIN
8" D
RA
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4"
DR
AI
N
15" DRAIN
15" DRAIN
15" DRAIN
10" DCW
10" DRAIN
12" DRAIN
12" DRAIN
30" DRAIN
10" DRAIN
" D
RA
IN
12" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN
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RA
IN
" D
RA
IN
" D
RA
IN
12" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
24" DRAIN
" D
RA
IN
" D
RA
IN
" D
RA
IN
15" DRAIN15" DRAIN12" DRAIN
10" DRAIN
10" DRAIN
10" DRAIN10" DRAIN
" D
RA
IN
10" DRAIN12
" D
RA
IN
" D
RA
IN
NPCW TO IRRIGATION
PROPER
TY LINE
PROPERTY LINE
EXISTING PUMP
STATION
01 02 03
04 05 06
07 08 09
10 11 12
13 14 15
16 17 18
CANAL ST.
TULANE AVE.
S.
R
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H
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VETERANS' COURTYARD
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D&T INTERIOR GARDEN
D&T COURTYARD
TL MAIN
ARRIVAL COURT
TL COURTYARD CONCOURSE
COURTYARD
OUTPATIENT COURTYARD
EDUCATION
COURTYARD
SERVICE YARD
BANKS ST. CORRIDOR
MAIN ARRIVAL COURT
CLEVELAND AVE
D&T INTERIOR GARDEN
PAN AM 09
D&T 02 INPATIENT 01
OUTPATIENT 03STAFF
GARAGE 04
PATIENT
GARAGE 05
TL 06
RESEARCH 08
CEP 07
GARAGE MISLOCATION LOW - SEE DRAWING NOTE
PLAN
NORTH
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
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
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CU100
OVERALL SITE UTILITY PLAN CFM Deficiency - Facility Site Survey and Drawing Update
NEW ORLEANS VA MEDICAL CENTER
629-20-104
NOT FOR CONSTRUCTION
AS BUILT RECORD DRAWINGS
RECORD DRAWING
Revisions: Date:
1" = 60'-0"1 OVERALL SITE UTILITY PLAN
RFI:01275 - 12" pipe to be used in lieu of 15".
-6.17
1.66%
-6.24
-5.08
RFI:01308 -
Pipe Elevation Changes
THE ELECTRICAL DUCTBANK ON THIS PAGE HAS
BEEN MODIFIED. PLEASE REFER TO THE
COORDINATED SITE ELECTRICAL DRAWING FOR
DETAILS.
SEE RFI 4099.1: MOVE DRAIN
LINE AND STRUCTURE NORTH
TO LINE UP WITH DRAIN LINE
COMING OUT OF D&T
X X
X X
X X
X X
X
X
XXXXXXXX
X X
X X
X X
X X X X X X X X
X X
X
X X X X X X
A = 25
B = 17
C = 7
BUS = 9
9' typ
12' typ
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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
Consultant:
5190 Canal Boulevard, Suite 201 New Orleans, LA 70124 (504)835-8013
LACHIN
Architects, apc
Architecture . Planning . Project Management
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Michael G. LachinRevisions: Date:
SITE PLAN Construct Surface Level Parking Lot
2400 Canal Street, New Orleans, LA 70119
629-18-107
Stradford Goins
December 5, 2018
SCHEMATIC SUBMISSION
PF BB
A001
SITE PLAN
SCALE: 1/16" = 1'-0"
A001
STRUCTURAL / CIVIL ENGINEER
H2B, INC.
1225 N. LOOP WEST, SUITE 800
HOUSTON, TX 77008
(713) 864-2900
EXTEND PAVING INTO
RETENTION AREA
EXTEND PARKING TO
PROVIDE MINIMUM AISLE
FOR BUS PARKING
EXISTING PAVING TO REMAIN
LIMITS OF
EXISTING
PAVING EXISTING RETENTION
AREA
EXISTING RETENTION
AREA
OPTION 3 Total Paving 28,783 sq.ft.
Existing Paving 10,795 sq.ft New Paving 17,988 sq.ft New Sidewalks 2,647 sq.ft.
Bus Parking 9 Car Parking 49
January 20, 2020
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text W vhanolfaulkg Rectangle vhanolfaulkg Sticky Note Add 5 parallel parking spaces
VHANOLPACIEM
Text Box Blast resistant sanitary storage tank structure
VHANOLPACIEM
Line
VHANOLPACIEM
Typewritten Text 18'
VHANOLPACIEM
Callout Structurally reinforced at dock
VHANOLPACIEM
Line
VHANOLPACIEM
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PROJECT TITLE PROJECT NUMBER
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DRAWING NUMBERAPPROVED: PROJECT DIRECTOR
DRAWING TITLEARCHITECT/ENGINEERS:CONSULTANTS:
REVISIONS: DATE
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6"
SITE AREA
NEW ORLEANS, LOUISIANA
1" = 60'-0"
L020
SITE PLAN AREAS
JW NGFebruary 29, 2012
CONSTRUCTION DOCUMENTS 1
629-HS2-401SLVHCS REPLACEMENT MEDICAL
CENTER PROJECT
SCHRENK & PETERSON CONSULTING ENGINEERS / CIVIL
KORDA/NEMETH ENGINEERING / STRUCTURAL
BR+A CONSULTING ENGINEERS / MECH, ELECT, PLUMBING, LOW VOLTAGE
ARCHITECTURAL ENGINEERING / PLUMBING
SCALES ASSOCIATES / FIRE PROTECTION
COMMUNICATIONS DESIGN GROUP / LOW VOLTAGE
DESMAN ASSOCIATES / PARKING
CODE CONSULTANTS, INC. / CODE CONSULTANT
THE SEXTANT GROUP / AV & ACOUSTICAL
HAMMER DESIGN ASSOCIATES / FOOD SERVICE
PYBURN & ODOM / ABATEMENT
TATA & HOWARD / TANK CONSULTANT
Department of Veterans Affairs
OFFICE OF
CONSTRUCTION
AND FACILITIES
MANAGEMENT
WP_08
FULLY SPRINKLERED
I.S.C. GROUP, INC. / IRRIGATION
DAN EUSER WATER ARCHITECTURE, INC. / WATER FEATURE
22 Bulletin 106 11/26/13
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CENTRAL ENERGY PLANT
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| ATTACHMENT G SITE UTILITIES |
| Blank Page |
| 1 13.2KV CAMPUS ELECTRICAL DISTRIBUTION DIAGRAM - Level 1-Model |
| 1.1 LS101 Overall First Floor G - Site |
| Sheets and Views |
| OVERALL FIRST FLOOR-LS101 |
| 2 CU100 Overall Site Utility Plan |
| Sheets: CU100 - OVERALL SITE UTILITY PLAN |
| 3 CU107 Overall Utility Plan |
| 4 E.STE.N ELECTRICAL SITE LAYOUT |
| 5 E.STE.S ELECTRICAL SITE LAYOUT |
| A001 Site Plan - Surface Parking Offset distances.pdf |
| Sheets and Views |
| Option 3 |
File details come from the government source that posted it. Updated .