VISN 2 St Albans -Queens- Data Center - Civil SIte Plan.pdf

PDF 888 KB Posted Oct 30, 2026

Attached to: Y1DA--VISN 2 EHRM Industry Day
Solicitation number: 36C77627Q0002
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Oct 30, 2026

This is a construction site plan drawing (C-300) for EHRM Infrastructure Upgrades at St. Albans VA Medical Center in Queens, New York. The drawing, dated August 7, 2026, and marked as 100% Construction Documents, depicts a new data center facility positioned between Buildings 89 and 91, with associated site work including new concrete walks, ramps, curbs, and bollard installations.

The plan identifies specific construction requirements including new concrete walkways to be flush with the data center concrete stoop, new curb ramps, concrete steps, and bollard installations (9-inch diameter M30 P1 rated bollards at 4-foot spacing, 36 inches above grade and 48 inches below grade with 30-inch diameter concrete piers, painted yellow). The contractor is responsible for storm water pollution prevention plan compliance, site utilities verification through proper locating services, temporary site fencing, traffic control, excavation safety per OSHA standards, air quality permits, and restoration of all disturbed areas. The drawing includes detailed elevation data (ranging from approximately 22.69 to 38.39), references to existing storm drains and window wells, and notes cross-references to additional construction documents (C-500 and C-520). All utility work must comply with VA and local requirements, and the contractor must coordinate shop drawings for approval before commencing work.

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LEGEND

GRAPHIC SCALE

0 10' 20' 30'

NORTH

1 NEW CONCRETE WALK

SCALE: 1" = 10'-0"

BW29.22

BW29.57

BW32.54

BW33.39

BW34.72

BW34.53

BW34.08

BW34.50

BW34.68

BW34.31

BW33.91

BW33.28

BW33.52

BW33.41

BW33.50

BW35.44

BW33.68

BW34.39

BW34.72

BW34.90

BW35.21

BW34.95

BW35.09

BW35.29

BW35.31

BW35.27

BW35.24

BW35.25

BW35.22

BW35.31

BW33.34

BW33.35

BW33.38

BW34.11

BW34.22

BW34.07

BW34.04

TW35.00

TW34.95

TW34.92

TW34.54

TW34.49

TW34.55

TW35.08

TW35.10

TW35.11

TW35.04

TW35.06

TW35.04

TW35.06

TW34.42

TW35.75

TW38.39

TW38.15

TW38.14

TW35.01

TW34.99

TW35.03

TW35.01

TW35.41

TW35.39

TW35.44

TW35.67

TW35.65

TW35.66

TW35.71

TW35.79

TW35.71

TW35.75

TW35.79

CONCRETE WALK

PAVEMENT

CONCRETE RAMP

C O

N C

E R

WINDOW WELL

ELEV TO BOTTOM: 27.1

WINDOW WELL

ELEV TO BOTTOM: 27.0

WINDOW WELL

ELEV TO BOTTOM: 27.1

WINDOW WELL

ELEV TO BOTTOM: 27.1

WINDOW WELL

ELEV TO BOTTOM: 27.1

2'x2'GRATE (EX)

ELEV:25.32

(A)INV:22.69

(B)INV:22.64

ENCLOSED

STAIRS

UTILITY BOX

ON CONC.

PAD

A.C. UNIT

ON CONC.

PAD

GRATE

ELEV:33.71

INV:26.88

WINDOW WELL

ELEV TO BOTTOM: 27.1

WINDOW WELL

ELEV TO BOTTOM: 27.1

GRATE

ELEV:33.18

CONCRETE W

ALK

MULTI-STORY

BRICK & CONC.

BUILDING

ONE STORY

BRICK & CONC.

BUILDING

SILL33.48

SILL 34.76

SILL37.87

SILL37.81

SILL23.77

SILL 34.83

BW25.59

BW25.72

BW34.23

BW34.24

TW37.89

N:190850E:

MANHOLE

(FIRE)

A.C. UNIT

ON CONC.

PAD

CONCRETE

PAD

CONCRETE WALL

N:190850E:

N:191050E:

GRATE

ELEV:23.18

NEW DATA CENTER

MULTI-STORY

BRICK & CONC.

BUILDING

MULTI-STORY

BRICK & CONC.

BUILDING

BUILDING 89

BUILDING 91

29'-6''

15'-0''

10'-0''

11" 11"

11''

11" 11"

5' -4

"4' -0

9'-0"

9' -0

10'-0''

11''

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

PhaseDrawing Title

Approved: Project Director

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com

630A4-22-710

08/07/2026

100% CONSTRUCTION

DOCUMENTS

St. Albans VA Medical Center - EHRM Infrastructure Upgrades

179-00 Linden Boulevard Queens, NY 11424-14-68

KEYED NOTES

CONCRETE

C-300

NEW SITE PLAN

DATA CENTER

NJA

1. ALL INFORMATION SHOWN TO THE BEST OF

KNOWN ACCURACY BASED ON TOPOGRAPHIC,

GROUND-PENETRATING RADAR AND VISUAL

ONSITE SURVEYS IN ADDITION TO ASBUILT

INFORMATION.

2. CONTRACTOR SHALL PROVIDE AND MAINTAIN A

STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) COMPLIANT WITH VA AND EPA

REQUIREMENTS. PLAN TO BE UPDATED AND

MAINTAINED ONSITE FOR INSPECTIONS.

3. CONTRACTOR SHALL MAINTAIN AND PROTECT

STORM DRAINAGE AT ALL TIMES.

4. CONTRACTOR SHALL KEEP SITE CLEAN AND FREE

OF TRASH OR OTHER DEBRIS. TRASH OR DEBRIS

TO BE PLACED AND SECURED IN COVERED BINS

OR DUMPSTER.

5. CONTRACTOR SHALL VERIFY ALL SITE UTILITIES

AND FEATURES IN THE FIELD PRIOR TO

EXCAVATION, AFTER CALLING FOR UTILITY

LOCATING SERVICES.

6. IF ANY DIFFERING SITE CONDITIONS ARE

ENCOUNTERED, CONTACT COR PRIOR TO

PERFORMING ANY WORK.

7. ALL UTILITY WORK TO COMPLY WITH VA AND

LOCAL UTILITY, CITY, OR STATE REQUIREMENTS.

8. CONTRACTOR SHALL PROVIDE TEMPORARY SITE

FENCING.

9. ALL EXCAVATIONS SHALL COMPLY WITH OSHA OR

MORE STRINGENT REQUIREMENTS, IF ANY. A

COMPETENT PERSON MUST INSPECT ALL

EXCAVATIONS EACH DAY PRIOR TO PERSONNEL

ENTRY.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

AIR QUALITY OR OTHER REQUIRED PERMITS.

11. CONTRACTOR SHALL SET ALL UTILITY VAULTS,

MANHOLES, BOXES, AND INLETS FLUSH WITH NEW

PAVING.

12. CONTRACTOR SHALL PROVIDE FOR APPROVAL,

SHOP DRAWINGS OF NEW SIDEWALK AND CURBS

WHERE INDICATED TO BE COORDINATED WITH

COR. BEFORE STARTING WORK.

13. CONTRACTOR SHALL PROVIDE AND MAINTAIN

TEMPORARY TRAFFIC CONTROL FOR PEDESTRIAN

AND VEHICLE TRAFFIC THROUGHOUT

CONSTRUCTION.

14. CONTRACTOR SHALL RESTORE ALL AREAS

AFFECTED BY CONSTRUCTION ACTIVITIES TO

THEIR ORIGINAL CONDITION OR BETTER AFTER

COMPLETION OF WORK.

GENERAL NOTES

1. EXISTING CONCRETE WALK.

2. NEW CONCRETE WALK. REF.1/C-500

3. NEW CONCRETE WALK TO BE FLUSH WITH THE

NEW DATA CENTER CONCRETE STOOP.

4. NEW CURB RAMP REF. 2/C-500

5. CONTRACTOR SHALL BE RESPONSIBLE FOR

RESTORING ALL DISTURBED AREAS TO THEIR

ORIGINAL CONDITION UPON COMPLETION OF

CONSTRUCTION.

6. SAW CUT THE EXISTING CONCRETE WALK TO

MATCH THE NEW CONCRETE WALK

7. NEW CONCRETE WALK STEPS. REF.3/C-500

8. PROVIDE 9 INCHES DIAMETER BOLLARDS - M30 P1

RATED. DISTANCE OF 4 FEET BETWEEN THE

OUTSIDE EDGE OF EACH BOLLARD, 36" ABOVE

GRADE AND 48" BELOW GRADE WITH A CONCRETE

PIER 30" DIAMETER. BOLLARDS PAINTED YELLOW

REF.1/C-520

9. REMOVABLE BOLLARDS - M30 P1 RATED

BOLLARD

EX-SD EXISTING STORM DRAIN

STORM GRATE

7August 2026

File details come from the government source that posted it. Updated Oct 30, 2026.