Revised Drawings - Conceptual Design

NOTES:

CHAIN LINK FENCE

394.9

394.4

396.7

400.8

398.9

398.6

398.3

400.1

397.3

WOODED

404.3

402.5

400.4

402.5

404.6

LIMITS OF WORK

AREA = 3,500 SF (0.07 AC)

405.7

403.8
404.5

T-Q
L

405.6

B

EOP

407.6

406.61

Tr=403.5

METAL PLATFORM

410.19
410.66

ASPHALT

BP
BP

409.62

D-Q

410.28
FH

EO
P

410.70

412.06

QL
B

E-Q
L

B

OU

GRASS

HYD

T-QLB

P

EO

W

W

W

R
E
T

B W

QL

412.18

W-

GRASS

412.04

W

G-QLC (STEAM)

410.66

DMH
RIM=410.45
Tr=402.3

WG
LC

12"

W-Q

D-Q

WG

WG

"R

GRASS

CP

RIM=410.33

W

411.88

CB

P

EO

TE
RE

NC LK

CO DEWA

SI

C
QL
D-

ASPHALT

PARKING LOT

412.16

W

LC

410.60

412.16

412.23

412.16

411.22

)

(STEAM

410.44

412.14

W

412.14

G-QLD

411.19
CB
RIM=410.18

EOP

'STOP'

SIGN

410.55

CONCRETE

SIDEWALK

412.07

EOP

411.9

410.61

CP

410.19

GRASS

)
E
AT

411.69
411.88

BOLLARD

LC
"R

410.61

411.88

GRASS

411.15

411.44

411.93

411.9

PIV

O

L
A
V

412.08

WOOD FENCE

STEPS

411.54

411.1

411.94

TRASH

COMPACTOR

W

409.85

BOLLARD

411.3

411.80

411.3

W

W

IV
R
(P

411.83

CONCRETE

412.08

W-QLC

WV

GRASS

RET-WALL

CONCRETE

RAMP

W-QLC

ASPHALT

RET-WALL

411.24 411.15

408.52

B

L
E-Q

C

410.35

DMH
RIM=409.51

410.4

411.1

411.32

LB

W

" PV

RIM=409.71
CB

411.21

E-QLB

LD

P
EO

LP

LC 6

409.09

SIGN

S-Q

BOLLARD

411.26

P

HANDRAIL

H
SM

409.5

410.6

410.71

T

H
TM

(RE

410.30

CPAD

411.25

RD
CO

411.7

B
-QL

E-

409.16

TRAN

E-QLB

TOC=413.21

GC

CONTRACTOR MUST OBTAIN APPROVAL FROM THE VAMC AND COR

PRIOR TO ANY DISRUPTION IN DAILY ACTIVITIES, UTILITIES, OR

CIRCULATION PATTERNS.

T

)

L
E-Q

TOC=411.19

W

409.8

7.

D

P

B

E-QLB

S-Q

T-Q

EO

TOC=413.39

CONCRETE

RAMP

HANDRAIL

THERMAL VENT

GRATE

FCONN

T
TMH

SAWCUT

LINE

HANDRAIL

INLET

EX
APPROX. LOC.

UNDER INTERNAL STAIRS

(TO BE ABANDONED)

410.6

CONTRACTOR TO COORDINATE WITH VAMC AND COR ON

MAINTAINING PARKING, DELIVERIES, AND ACCESS TO BUILDING 25

DURING CONTRUCTION.

N: 2954998.11
E: 336987.76

ELEV: 411.72

SPIKE

E EMH

GRASS

EO

GRASS

6.

P

BP

408.69

409.1

STEPS

ADA ACCESS AND EMERGENCY ACCESS TO BE MAINTAINED

THROUGHOUT CONSTRUCTION.

EO

411.4

BP

HANDRAIL

TOC=413.37

410.9

A
CP

407.05

SILL=413.39

RDR

N

407.65

BASEMENT

STEPS

SILL=413.43 CONC

LOADING

DOCK

410.93

5.

LB

BP

409.80

407.17

410.9

CONTRACTOR TO PROVIDE A CONSTRUCTION PHASING,
PEDESTRIAN CIRCULATION, AND TRAFFIC CONTROL PLAN.

H
EME

E-QLB

E-QLD

RDR

SILL=413.46

BP

409.5

406.24

FIRST FLOOR

FF=413.44

LB

E-Q

TRA

410.2

ASPHALT

406.10

BUILDING #25

2 STORY

BRICK/MASONRY

RDR

N

408.53

)

(STEAM

SILL=406.17

BASEMENT

FF=401.90

"V.A. POLICE"

G-QLD

405.62
405.53
RDR
405.67

ROOF OVERHANG

ROOF OVERHANG

411.0

BP

RDR (CAPPED)

E-Q

AD

E-QLB

GRASS

S-

409.6 SMH
RIM=410.09

404.76

WINDOW

A/C UNIT

409.5

409.7

P
12"
QLC

TRA

SAWCUT

LINE

404.87

VC

408.3

405.27

CONCRETE

4.

410.2

CP

CPAD

TOC=404.04

STEPS

403.3

CONTRACTOR SHALL REFER TO THE GEOTECHNICAL