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

GENERAL NOTES

WINDOW WELL

ELEV TO BOTTOM: 27.1

N:191050

1.

TW35.01
BW34.90
E:1048150

E:1048150

CONCRETE WALL

A

TW34.99
BW34.72

TW35.04
BW33.50
TW35.01
BW33.68

CONCRETE WALL

BUILDING 91

3.

TW35.03
BW34.39

WINDOW WELL

ELEV TO BOTTOM: 27.1

4.
BW35.21
TW35.44

BW33.28

TW35.39
BW34.95

TW34.42
BW33.91

TW35.06

WINDOW WELL

ELEV TO BOTTOM: 27.1

TW35.41
BW35.29

BW33.52
TW35.04
TW35.06

SILL37.87

TE
E
R
NC
O
C

TW38.39
BW34.08
BW34.04
TW35.08

WINDOW WELL

ELEV TO BOTTOM: 27.1

MP
A
R

6.

BW35.44
TW35.71
TW35.75
BW34.31

CONCRETE

PAD

TW35.66
BW35.31

BW35.27
BW35.24
TW35.79

TW35.65
BW35.27

9'-0''

TW38.14
BW34.68

TW35.10
BW34.22

TW38.15
BW34.50

8.
9.

WINDOW WELL

ELEV TO BOTTOM: 27.1

TW35.79
BW35.31

TW35.75
BW35.25

TW35.08
BW34.07

7.

WINDOW WELL

TW35.67 ELEV TO BOTTOM: 27.0

B
TW35.11
BW34.11

5.

MULTI-STORY

BRICK & CONC.

BUILDING

TW35.39
BW35.09

BW33.41

MULTI-STORY

BRICK & CONC.

BUILDING

2.

N:191050

10.

TW35.71
BW35.22

11.

12.

WINDOW WELL

ELEV TO BOTTOM: 27.1

SILL37.81

13.

SILL33.48

BW33.34
TW34.54

TW34.55

BW33.38

TE
RE
NC

CO

BW33.35
TW34.49

NEW DATA CENTER

4'-0"

A

B

C

KEYED NOTES

5'-4"

K

AL

C

14.

W

GRATE

ELEV:33.18

9'-0"

ALL INFORMATION SHOWN TO THE BEST OF

KNOWN ACCURACY BASED ON TOPOGRAPHIC,

GROUND-PENETRATING RADAR AND VISUAL

ONSITE SURVEYS IN ADDITION TO ASBUILT

INFORMATION.

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.

CONTRACTOR SHALL MAINTAIN AND PROTECT

STORM DRAINAGE AT ALL TIMES.

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.

CONTRACTOR SHALL VERIFY ALL SITE UTILITIES

AND FEATURES IN THE FIELD PRIOR TO

EXCAVATION, AFTER CALLING FOR UTILITY

LOCATING SERVICES.

IF ANY DIFFERING SITE CONDITIONS ARE

ENCOUNTERED, CONTACT COR PRIOR TO

PERFORMING ANY WORK.

ALL UTILITY WORK TO COMPLY WITH VA AND

LOCAL UTILITY, CITY, OR STATE REQUIREMENTS.

CONTRACTOR SHALL PROVIDE TEMPORARY SITE

FENCING.

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.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

AIR QUALITY OR OTHER REQUIRED PERMITS.
CONTRACTOR SHALL SET ALL UTILITY VAULTS,

MANHOLES, BOXES, AND INLETS FLUSH WITH NEW

PAVING.
CONTRACTOR SHALL PROVIDE FOR APPROVAL,

SHOP DRAWINGS OF NEW SIDEWALK AND CURBS