666-17-104_03_Existing_Part2.pdf

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

S

SSWR MH-21

RIM = 3892.64

SSWR MH-23

RIM = 3879.71

INV IN SW= 3864.66

INV OUT NW= 3864.61

INV IN S= 3864.71

SSWR MH-26A

RIM = 3887.45

INV IN NW= 3882.25

INV OUT SE= 3882.25

SSWR MH

RIM = 3887.64

+/- 2ft to Top of Sludge

SSWR MH

RIM = 3887.64

+/- 2ft to Top of Sludge

S

SSWR

MH-22

SA

N

S

SSWR

MH-24 S

SSWR

MH-24A

SAN

SAN

SAN

SAN

SAN

SAN

SAN

ABANDONED SSWR

CO-1

SAN

SAN

S

SSWR

MH-20

GA

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

STM MH-2

STM MH-8

ST

STM MH-10

ST

STM MH-9

ST

STM MH-11

ST

ST

ST

ST

ST

STM MH-12

ST

ST

ST

STM MH-13

STM MH-13A

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

W WMH

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CWS

CW

S

CW

S

CW

S

CW

S

CWS

CWR

CW

R

CW

R

CW

R

CW

R

CWR

W WMH

P

W

P

W

CWR

CWR

CWR

CWS

CWR

CWR

CWR

CWR

CWS

CWS

CWS

CWS

E

E

E

E

E

E

E

E E

E

E

E E

E

E

E

E

E

E

E

E

TRANS. TF-8B

TRANS. TF-7B

E

E

E

E

E

E E

E

TRANS. TF-6

E

E E

EE

E

E

E E

E

E I

R

I

R

IR

I

R

IR

IR

IR

IR

IR

IR

IR

IR

IR

F O

F O

F

O

F

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F

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F

O

F

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F

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F

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F

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F

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F

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F

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F

O

F O

F O

FO

FO

FO

FO

FO

FO

F

O

F

O

F

O

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

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M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

SH

SH

E

E

E E

E

E

E

E E

E

E

E

E

E

O2 O2

O2 O2

SAN

SAN

SH

SH

SH

SHSHSH

SH

SH

SH

SH

SH

SH

SH

I R

I R

I R

I R

I R

I R

I R

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SH

SH

SH SH

SH SH

SH

SH

SH

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R

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CWS

CWS

CWR

CWR

GAS

GAS

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

N

G

(T.B.R.)

X

X X

X

X X

X

X X

X

X

X X

X X

X

S

S

S

S

IRRIG.

BOXES

AIR FORCE LANE

PARKING

LOT 4

SIGN

NO WEAPONS

SIGN

ENTER ONLY

SIGNONE WAY

SIGN

ONE WAY

CYCLE PARK.

SIGNS

CYCLE

PARK.

SIGN

RESERVED

PARK. ADA

SIGN

ADA

PARK.

SIGN

IRRIG.

BOXES

IRRIG.

BOXES

BLDG

BLDG

BLDG

BLDG

87 LP-78

8"

DECD.

8"

DECD.

E

EMH

24"

CONF.

LP

LP

TRANS. TF-61

EB

SM-2-5

(2) BOLLARDS

W/ RAILING

6"

DECD.

NAVY LANE

IRRIG. BOX

36"

CONF.

LP

AIR FORCE LANE

AI

R

FO

RC

E

LA

NE

LP-80

BLDG

IRRIG. BOX

SH

NEWS

BOX

24"

CONF.

PLCC CURB W/ CONC.GUTTER

PLCC CURB W/ CONC.GUTTER

ST

BLDG

UST

LIDS

EB

SM-2-6

ST

E

GV

TRANS. SM-1-6

TRANS. SM-1-5

LP-82

LID

LID

LID

IRRIG.

BOX

STEPS

CONC. WALL

RAMP

CONC. WALL

DOCK

LP-83

EB

EB

SM-2-7

(2) BOLLARDS

DOCK

DS

DS

CO

18"

DECD.

18"

DECD.

24"

CONF.

LP-84

EB

SM-1-7

21"

DECD.

E

EMH

C

CMH

TRANS. TF-7A

TRANS. TF-8A

23.1' [7m]

PARKING LOT 4

(107 PARKING SPACES)

PARKING LOT 7

(61 PARKING SPACES +

1 MOTORCYCLE SPACE)

PARKING LOT 17

(6 PARKING SPACES)

PARKING LOT 16

(15 PARKING SPACES)

LP-57

LP-56

30" DECD.

12"

DECD.

36" DECD.

12"

DECD.

12"

CONF.

10"

DECD.

18"

CONF.

30" CONF.

24" CONF.

UST

LIDS

X

X

X X

METAL

PLATE

ST

CHAINLINK

FENCE

CORE

SAMPLE 6

CORE

SAMPLE 15

CORE

SAMPLE 16

CORE

SAMPLE 17

DS

DS

SH LP-79

STEEL

LID

IRRIG.

BOX

C.P.TEST

SH

(4) BOLLARDS

IRRIG.

BOX

12"

DECD.

LP-81

CO

W

S

D

S D

S D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

8" S

DR

3"

12" PVC

12" PVC

12" PVC

" P

VC

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

INLET 47

TG: 3876.07

INV OUT: 3873.89

INLET 48

TG: 3877.57

INV IN:3873.87

INV OUT: 3873.87

INLET 49

TG: 3877.85

INV IN:3873.65

INV OUT: 3873.65

INLET 42

TG: 3886.57

INV OUT: 3885.62

ENDWALL #22

INV: 3878.59

ENDWALL #23

INV: 3872.64

INLET 43

TG: 3885.56

INV OUT: 3885.46

INLET 34A

TG: 3891.87

INV OUT: 3888.93

D

TWS

TWS

IRRIG.

BOX

DS

CAP PIN

ELEV. 3885.10

(T.B.R.)

(T.B.R.)

PL

CC

C

UR

B W

/ C

ON

C.

GU

TT

ER

(T .B

.R

SWCT

PARKING

LOT 20

PLCC CURB W/ CONC.GUTTER

(T.B.R.)

CONC. WALL

15" RCP

" R

CP

" R

CP

S

D

S

D

S D

S

D

S

D

D

D

D

D

S

D

S

D

S

D

RISER

RISER

INLET 34

RISER

DMH

D D

(T.B.R.) (T.B.R.)

(T.B.R.)

(T.B.R.)

CS

(T.B.R.)

(T.B.R.) 1

BLDG 8

SIGN

DIRECTORY

SIGN

GOV. & EMERG.

VEH. ONLY

SIGN

BLDG 61

SIGN

NO PARKING

SIGN

NO PARKING

SIGN

NO PARKING

SIGN

4HR OUTPATIENT

AND VISITOR

PARKING ONLY

SIGN

NO PARKING

SIGN

DIRECTION

SIGN

SPEED LIM. 10

SIGN

NO PARKING

BTWN SIGNS

SIGN

BLDG 7

SIGN

NO PARK.

SIGN

BLDG 8

SIGN

CYCLE

PARKING

SIGN

DIRECTORY

SIGN

ONE WAY,

NO WEAPONS SIGNS

BLDG 61

SIGN

POST

REMOVE CONC

CURB & GUTTER

(APPROX 268 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 749 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 154 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 232 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 326 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 52 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 154 LF)

REMOVE CONC

GUTTER

(APPROX 20 SF)

MILL & OVERLAY (APPROX 9,104 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 223 LF)

120 LF

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 36,433 SF)

REMOVE CONC CURB

(APPROX 292 LF)

REMOVE CONC CURB

(APPROX 162 LF)

REMOVE CONC CURB

(APPROX 143 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 629 LF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

TO PCC PVMT

(APPROX 1,020 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

TO PCC PVMT

(APPROX 1,118 SF)

REMOVE CONC

VALLEY GUTTER

(APPROX 81 LF)

MILL & OVERLAY (APPROX 23,059 SF)

REMOVE CONC SW

(APPROX 132 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 29,805 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 265 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 478 LF)

REMOVE CONC SW

(APPROX 33 SF)

INLET

TG: 3886.78

BENCHMARK #8

36"

DECD.

HEATED

CONC SW

(T.B.R.)

(T.B.R.)

SWCT

REMOVE PCC PAVEMENT

REMOVE CONC SW

(APPROX 118 SF)

REMOVE CONC SW & WALL

(APPROX 45 SF)

INDEPENDENCE LANE

REMOVE CONC SW

(APPROX 135 SF)

REMOVE CONC SW

(APPROX 52 SF)

REMOVE CONC SW

(APPROX 27 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 521 LF)

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

O N

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F

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D

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I N

W O

H

U N

D R

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T

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

W

Y

O M

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

O N

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

W

Y

O M

I

N

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C

H R

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan 'K'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

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CS113

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS116 CS116

AutoCAD SHX Text

SEE SHEET CS114 CS114

AutoCAD SHX Text

SEE SHEET CS114 CS114

AutoCAD SHX Text

SEE SHEET CS109 CS109

AutoCAD SHX Text

SEE SHEET CS116 CS116

AutoCAD SHX Text

SEE SHEET CS112 CS112

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

61 38 60 385

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SSWR MH-23

RIM = 3879.71

INV IN SW= 3864.66

INV OUT NW= 3864.61

INV IN S= 3864.71

SA

N

SA

N

SA

N

SA

N

SA

N

S

S

SSWR

MH-42

SSWR

MH-43A

GA

S

GA

S

GA

S

GA

S

GA

S

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STM MH-2

STM MH-3

STM MH-1

ST

F

O

F

O

F

O

F

O

F

O

F

O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C

O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

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AR

MY

LA

NE

ARMY LANE

C CMH

E

EMH

6" LID

EB

SM-3-5

IRRIG.

BOXES

18" LID

M

MH

BLDG

LP-16B

BLDG

AIR FORCE LANE

E.O.P.

E.

O.

P.

M

M

MH

STEPS

E CMH EMH

EB

SM-3-3

STEPS

STEPS

BLDG

BLDG

EB

C

DOCK

LP-17

E.

O.

P.

E.

O.

P.

STEPS

ST

BLDG

PL

CC

C

UR

B W

/ C

ON

C.

GU

TT

ER

DIRECTION

SIGN

IRRIG.

BOXES

IRRIG.

BOXES

E

CMH

EMH

C

LP

LP-80

PLCC CURB W/ CONC.GUTTER

ST

BLDG

M

MH

M

MH

EB

EB

23.2' [7.1m]

PARKING LOT 18

(7 PARKING SPACES)

1 MOTORCYCLE SPACE)

PARKING LOT 17

(6 PARKING SPACES)

S

ST

CORE

SAMPLE 12

BLDG

IRRIG.

BOX

3 EB

IRRIG.

BOX

C.P.TEST

TELE

BOX

SH

(4) BOLLARDS

X

X X

X X

X X

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6" PVC

4" 2"

12"

12"

" H

DP

E

15" HDPE

6" TERRACOTTA

6"

DI

P

DMH 30

RIM: 3870.09

INV IN: 3863.09

INV OUT: 3862.99

DMH 31

RIM: 3865.43

INV IN: 3861.68

INV OUT: 3861.63

INLET 45

TG: 3867.66

INV OUT: 3866.16

INLET 46

TG: 3867.55

INV OUT: 3865.95

DMH 32

RIM: 3866.27

INV IN(N): 3857.72

INV IN: 3862.97

INV IN: 3860.07

INV OUT: 3857.72

INLET 47

TG: 3876.07

INV OUT: 3873.89

INLET 48

TG: 3877.57

INV IN:3873.87

INV OUT: 3873.87

INLET 49

TG: 3877.85

INV IN:3873.65

INV OUT: 3873.65

ENDWALL #23

INV: 3872.64

INLET 51

TG: 3870.91

INV OUT: 3869.21

INLET 54

TG: 3862.20

INV OUT(CAPPED): 3858.20

DMH 38

RIM: 3859.18

INV IN: 3848.53

INV OUT: 3848.53

D

D

D

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(T.B.R.)

(T .B

.R

(T .B

.R

PLCC CURB W/ CONC.GUTTER

(T.B.R.)

.4'

[5.

3m

PARKING LOT 5

(4 PARKING SPACES)

E.O.P.

15" RCP

" R

CP

" R

CP

DMH 35

RIM: 3863.36

INV IN: 3855.76

INV OUT: 3855.76

S

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INLET

D SD

(INLET) DMH 34

RIM: 3862.86

INV IN: 3856.71

INV OUT: 3856.71

S

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S

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DMH 33

INLET 53

6" C

I 8"

C I

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INLET

8" PVC

INLET 52

TG: 3870.45

INV IN:3868.75 (6")

INV IN:3868.15 (2")

INV OUT:3867.90 S

D

S

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DMH 36

DMH 37

STEPS

DUMPSTER

DUMPSTERX EQUIPMENT

DUMPSTER

CS

CS

(T.B.R.) (T.B.R.)

(T.B.R.)

(T.B.R.)

12" (T.B.R.)

STREET

NAME

SIGN

DIRECTION

SIGN

BLDG 37

SIGN

STOP

SIGNNO WEAPONS

SIGN

PARKING

LOT 7

SIGN

YIELD

SIGN

DO NOT

ENTER SIGN

SW

CTSW

CT

CHAINLINK

FENCE

LF27 LF

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 31,638 SF)

PCC PVMT TO BE REMOVED

& RECONSTRUCTED TO AC PVMT

(APPROX 1,240 SF)

REMOVE CONC

VALLEY GUTTER

(APPROX 27 LF)

REMOVE PCC PVMT

(APPROX 225 SF)

MILL & OVERLAY (APPROX 23,059 SF)

(T .B

.R

DOOR STEP

(T .B

.R

STEPS

REMOVE CONC

CURB & GUTTER

(APPROX 168 LF)

PCC PVMT TO BE REMOVED

& RECONSTRUCTED TO AC PVMT

(APPROX 585 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 486 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 85 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 62 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 58 LF)

STEPS

STEPS

GRAVEL

6 4

(T.B.R.)

REMOVE CONC

CURB & GUTTER

(APPROX 256 LF)

SWCT

REMOVE PCC PAVEMENT

(APPROX 314 SF)

SSWR

MH-41

RIM:3863.25

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i o nal E n g i n e e r

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T architects + engineers acela architects + engineers, pc

2633 Moravian Ave.

Allentown, PA 18103 office: 610.365.4023 website: www.acela-ae.com email: info@acela-ae.com

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

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AutoCAD SHX Text Existing Features & Demolition Plan 'L'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

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CS114

AutoCAD SHX Text

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AutoCAD SHX Text E

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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CONSULTANTS:

AutoCAD SHX Text

SEE SHEET CS113 CS113

AutoCAD SHX Text

SEE SHEET CS117 CS117

AutoCAD SHX Text

SEE SHEET CS113 CS113

SEE SHEET CS110 CS110

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IRRIG.

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SH

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3894 38

3895 38953896

DIRECTION SIGN

STREET

NAME SIGN

BLDG

PARKING LOT 1

(37 PARKING SPACES)

PARKING LOT 22

(34 PARKING SPACES)

PARKING LOT 15

(20 PARKING SPACES)

LP-44

FREEDOM LANE

CORE

SAMPLE 9

SAMPLE 19

LP-65A

LP-64

LP-65B

LP-66

20"

DECD.

16"

CONF.

LP

24"

CONF.

12"

CONF.

24" CONF.

18" CONF.

18" CONF.

16" CONF.

20" CONF.30"

CONF.

20"

CONF.LP

LP

MARINE CORPS LANE

(3) BOLLARDS

IRRIG.

BOX

LP

LP

(4) BOLLARDSIRRIG.

BOX

DECD.

30"

DECD.

30"

DECD.

24"

DECD.

24"

DECD.

24"

DECD.

24"

DECD.

24"

DECD.

24"

DECD.

30"

DECD.

36"

DECD.

30"

DECD.

30"

DECD.

30"

DECD.

42"

DECD.

36"

DECD.

36"

DECD.

12" DECD.

24"

DECD.

24" CONF.

30" DECD.

36"

DECD.

24"

DECD.

4"

DECD.

24"

DECD.

18"

DECD.

4"

DECD.

12"

CONF.

18"

CONF.

18"

CONF.

48"

DECD.

18"

CONF.

36"

DECD.

24" CONF.

18" CONF.

12" CONF.

18" CONF.

24" CONF.

PLCC CURB W/ CONC.GUTTER

LP-2

IRRIG.

VALVES

LP-1

14"

CONF.

9"

CONF.

30"

DECD.

30"

DECD.

24"

DECD.

EB

42"

DECD.

FREEDOM LANE

PLCC CURB W/ CONC.GUTTERPLCC CURB W/ CONC.GUTTER

FREEDOM LANE

48"

DECD.

EB

LP-42

LP-41

4" DECD.

LP

BASE

IRRIG.

SH

IV

EB

IRRIG. BOX

S

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D

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D

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D

S

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D

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S

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D

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21"

PVC

12" PVC

21" PVC

18"

HDPE

18" HDPE

DMH 83

RIM: 3897.40

INV IN: 3883.80

INV OUT: 3883.80

INLET 38

TG: 3895.26

INV IN: 3891.66

INV OUT: 3891.81

INLET 37

TG: 3895.97

INV OUT: 3892.67

INLET 33

TG: 3895.21

INV IN: 3885.11

INV OUT: 3884.71

INLET 32

TG: 3895.17

INV IN: 3885.47

INV OUT: 3885.37

DMH 80

(NOT SURVEYED)

INV IN(W): -9.35

INV IN(E): -10.1

INV OUT: - 9.9

INLET 30

TG: 3892.91

INV OUT: 3891.11

INLET 91

TG: 3891.83

INV OUT: 3888.83

D

TWS

D

18" HDPE

12"

S

D

S

D

S D

S D

LP

(T.B.R.)

(T.B.R.)(T.B.R.)

(T.B.R.)

(T.B.R.)

SWCT

21.1' [6.4m]

(T.B.R.)

(T.B.R.)

SWCT

PLCC CURB W/ CONC.GUTTER

(T.B.R.)

S

D

S

D

S

D

S

D

S

D

S

D

D

D

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RISER

RISER

.8'

[7m

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

SW

CT

(T.B.R.)

(T.B.R.)

(T.B.R.)

SPEED LIMIT 20

SIGN

PARKING

LOT 1

SIGN

YIELD

SIGN

VISITOR

PARKING

SIGN

VISITOR

PARKING

SIGN

HANDICAPPED

PARKING SIGN

YIELD

(3)VISITOR PARKING SIGN

HANDICAPPED PARKING

SIGN

NO WEAPONS SIGN

STOP

SIGN

DIRECTORY

SIGN

PATIENT & VIS.

PARKING ONLY

SIGN

PT OP SPEECH

PARKING

SIGN

HANDICAPPED

PARKING

SIGN

SW

CT

REMOVE CONC

CURB & GUTTER

(APPROX 113 LF)

CURB & GUTTER

REMOVE CONC

CURB & GUTTER

(APPROX 3278 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 3278 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 3278 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 91 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 205 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 207 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 215 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 221 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 535 LF)

AC PVMT TO BE REMOVED

& RESTORED TO A STABILIZED

VEGETATED CONDITION

(APPROX 2,285 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 1,896 SF)

LF

59 LF

9 L F

15 LF

MILL & OVERLAY

(APPROX 15,760 SF)

REMOVE CONC SW

(APPROX 20 SF)

REMOVE CONC

VALLEY GUTTER

(APPROX 24 LF)

REMOVE CONC SW

(APPROX 256 SF)

REMOVE CONC

VALLEY GUTTER

(APPROX 22 LF)

PARKING LOT 9

(6 PARKING SPACES)

REMOVE CONC

CURB & GUTTER

(APPROX 53 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 287 LF)

REMOVE CONC SW

(APPROX 156 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 87,529 SF)

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan 'M'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS115

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

SEE SHEET CS118 CS118

AutoCAD SHX Text

SEE SHEET CS116 CS116

AutoCAD SHX Text

SEE SHEET CS116 CS116

SEE SHEET CS112 CS112

88 38

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SSWR

MH

SSWR

MH

SSWR MH

RIM = 3891.61

INV IN SW=3886.76

INV OUT NE=3886.71

S

SSWR

MH-27

SAN

SAN

SA

N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

GAS GAS GAS GAS GAS

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STM MH-11CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CWS

CW

S

CWR

CW

R

CWS

CW

S

CW

S

CWR

CW

R

CW

R

E E

TRANS. TF-6

E

E E

EE

E

E

TRANS. SM-2-4

TRANS. SM-2-3

E

E

E

E

E

E

E

E

E

E

E E

E E

E

I R

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F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

F O

FO

FO

FO

FO

FO

FO

F

O

F

O

F

O

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C

O

M

M

C O

M M

C O

M M

C

O

M

M

C

O

M

M

C

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M

IR

IR

IR

IR

IR

IR

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IR

IR

IR

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IR

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IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

IRRIG.

BOX

SH

SH

E

E E

E E

E E

E

E

E

E

E E

E E

E E

E E

E

E E

E

E

E

SH

SH

SH

SH

SH

SH

SH

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SH

SH

SH

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IR

IR

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IR

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SH

SH

SH

SH

SH

SH

SH

SH

SH

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IR

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IR

IR

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IR

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IR

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I

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I

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I

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I R

I R

I

R

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X

X X

X X

X X

X

X X

X

S

ADA

PARK.

SIGN

PED. CROSS.

SIGN

IRRIG.

BOXES

IRRIG.

BOXES

ST

IRRIG. BOX

EB

EB

GRAVEL RD

(APPROX 4,200 SF)

NAVY LANE24" CONF.

X X

X X

X X

X X

X X

X X

X

BLDG

LP-75

12" CONF.

30" DECD.

4" DECID.

EB

EB

BLDG

BLDG

BLDG

PLCC CURB W/ CONC.GUTTER

E.O.P.

E.

O.

P.

PL

CC

C

UR

B W

/ C

ON

C.

GU

TT

ER

NA

VY

LA

NE

PL

CC

C

UR

B

CONC.

WALL

CHAINLINK

FENCE

EB

SM-1-3

IRRIG.

BOX

TRANS.

TF-4

TRANS.

TF-5B

GATE

C

CMH

LP-76

LP-78

8"

DECD.

8"

DECD.

8"

DECD.

8"

DECD.

8"

DECD.

LP-77

IRRIG.

BOX

S

S

IRRIG.

BOX

IRRIG.

BOX

PL

CC

C

UR

B

E

EMH

C CMH EB

SM-1-4

(3) BOLLARDS

W/ RAILING

24"

CONF.

LP

LP

TRANS. TF-61

EB

SM-2-5

(2) BOLLARDS

W/ RAILING

6"

DECD.

NAVY LANE

IRRIG. BOX

PLCC CURB W/ CONC.GUTTER

.6'

[4.

4m

15.5' [4.7m]

26.5' [8.1m]

15.4' [4.7m]

23.7' [7.2m]

PARKING LOT 15

(20 PARKING SPACES)

CHAINLINK

FENCE

CORE

SAMPLE 18

CORE

SAMPLE 19

LP-66

LP

20"

DECD.

2"

DECD.

2"

DECD.

18"

DECD.

20"

DECD.

14"

DECD.

12"

DECD.

LP

16"

CONF.

LP

18"

CONF.

12"

CONF.24"

CONF.

12"

CONF.

24" CONF.

18" CONF.

16" CONF.

20" CONF.30"

CONF.

30"

CONF.

24"

CONF.

24"

CONF.20"

CONF.LP

LP

LP

(4) BOLLARDSIRRIG.

BOX

IRRIG. BOX

IRRIG. BOX

IRRIG. BOX

EB

IRRIG. BOX

SH LP-79

STEEL

LID

CO

IRRIG.

BOX

S

D

8"

CMP

" H

DP

E

HEADWALL

INV:3883.67

INLET 30

TG: 3892.91

INV OUT: 3891.11

INLET 31

TG: 3892.75

INV IN: 3890.85

INV OUT: 3890.75

INLET 62C

TG: 3887.02

INLET 62B

TG: 3887.08

TWS

TWS

EB

EB

S

D

S D

S D

S D

S

D

D

DMH 81

(NOT SURVEYED)

INV IN(N): -4.7'

INV IN(S): -4.6'

INV IN(E): -4.7'

INV OUT: -6.0'

S

D

S D

S D

S D

6"

6"

(T.B.R.)

(T .B

.R

(T.B.R.)

PLCC CURB W/ CONC.GUTTER

(T.B.R.)

(T .B

.R

S

D

S

D

S

D

S

D

D

D

RISER

RISER

DMH D

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.

B.R

(3)VISITOR PARKING SIGN

HANDICAPPED PARKING

SIGN

VISITOR

PARKING

SIGN

HC

PARKING

SIGN

NO WEAPONS SIGN

CROSSWALK

SIGN

BLDG 4

SIGN

BLDG 5

SIGN

BLDG 6

SIGN

GOV. & EMERG.

VEH. ONLY

SIGN

DIRECTORY

SIGN

ONE WAY,

NO WEAPONS SIGNS

BLDG 61

SIGN

PED CROSSING

SIGN

BUILDING

87 SIGN

DIRECTORY

SIGN

(T .B

.R

PLCC CURB W

/ CONC.GUTTER

(T.B.R.)

(T .B

.R

REMOVE CONC

CURB & GUTTER

REMOVE CONC

CURB & GUTTER

(APPROX 205 LF) REMOVE CONC CURB

(APPROX 250 LF)

REMOVE CONC CURB

(APPROX 92 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 749 LF)

REMOVE CONC

REMOVE CONC

CURB & GUTTER

(APPROX 264 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 749 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 130 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 46 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 749 LF)

PCC PVMT TO BE REMOVED &

RECONSTRUCTED WITH AC PVMT

(APPROX 1,003 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 32,406 SF)

REMOVE CONC SW

(APPROX 20 SF)

REMOVE CONC SW

(APPROX 223 SF)

REMOVE CONC SW

REMOVE CONC

VALLEY GUTTER

(APPROX 350 LF)

REMOVE CONC

VALLEY GUTTER

(APPROX 18 LF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 8,116 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 15,039 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 15,039 SF)

REMOVE CONC SW

(APPROX 50 SF)

AREA OF

LAWN REMOVAL

(APPROX 165 SF)

REMOVE CONC SW

(APPROX 20 SF)

REMOVE CONC SW

(APPROX 33 SF)

(T.B.R.)

REMOVE POLE W/LIGHT

(DISCONNECT AND REMOVE

LIVE POWER CONNECTION)

AREA OF

LAWN REMOVAL

(APPROX 489 SF)

(T.B.R.)

SWCT

REMOVE CONC

CURB & GUTTER

(APPROX 104 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 287 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 302 LF)

CS 18IN

DIA CONC

REMOVE CONC SW

(APPROX 28 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 521 LF)

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i g i n e e r

W

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i g i n e e r

W

Y

O M

I N

G

C

H R

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T

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P

H

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A

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F

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan 'N'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS116

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

SEE SHEET CS119 CS119

AutoCAD SHX Text

SEE SHEET CS117 CS117

AutoCAD SHX Text

SEE SHEET CS119 CS119

AutoCAD SHX Text

SEE SHEET CS115 CS115

AutoCAD SHX Text

SEE SHEET CS115 CS115

SEE SHEET CS113 CS113

3862 38

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SSWR MH-43

RIM = 3867.72

INV IN NW=3860.82

INV OUT SW=3860.72

S

S

SSWR

MH-27

SAN

SAN

SAN

SAN

S

SSWR

MH-43B

GA

S

GA

S

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GAS

ST

ST

ST

ST

ST

ST

ST

ST

ST

STSTM MH-4

I

R

I R

I R

F

O

F

O

F

O

FO

F O

F O

F O

C

O

M

M

C O

M M

C O

M M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C

O

M

M

C O

M M

C O

M M

C O

M M

C O

M

M

C O

M

M

C O

M

M

C O

M

M

C

O

M

M

C O

M M

E

E

E E

E E

E E

E E

I R

I R

I R

I R

I R

I R

I R

IR

I R

IR

IR

I R

I R

I

R

IR

IR

I R

I R

IR

I R

I R

I R

I R

I R

I R

I R

IRRIG.

BOX

E E

E

E

E

E

E

SH

SH

I

R

I

R

I R

I R

I R

I R

I R

I R

I R

I R

I R

C

O

M

M

GAS

GAS

GAS

GAS

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GA

S

GAS

GAS

GAS

GAS

E

E

E

E

R

L

X X

X X

X X

X X

X X

X X

X

X X

X X

X

AR

MY

LA

NE

BLDG

BLDG

CONC. WALL

C CMH

E

EMH EB

SM-3-2

(4) BOLLARDS

M

MH

S

LP-17

GRAVEL AREA

(APPROX 15,697 SF)

E.

O.

P.

E.O.P.

STEPS

STEPS

ST

BLDG

S

PL

CC

C

UR

B W

/ C

ON

C.

GU

TT

ER

LP-18

EB

DIRECTION

SIGN

IRRIG.

BOXES

IRRIG.

BOXES

IRRIG. BOX

EB

EB

LP

PLCC CURB W/ CONC.GUTTER

M

MH

M

MH

EB

EB

23.1' [7m]

CORE

SAMPLE 11

CORE

SAMPLE 12

X X

X X

X X

X X

X

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

6"

6" DIP

6" DIP

12"

6"

HEADWALL

INV: 3876.52

INV: 3876.48

HEADWALL

INV:3883.67

INLET 59

TG: 3871.04

INV OUT: 3869.84

INLET 58

TG: 3870.99

INV IN: 3868.59

INV OUT: 3868.32

INLET 60

TG: 3871.18

INV OUT: 3870.08

INLET 61

TG: 3871.06

INV OUT: 3868.66

DMH 40

RIM: 3871.77

INV IN(W): 3868.44

INV IN(NW): 3869.24

INV IN(N): 3868.22

INV OUT: 3868.19

ENDWALL #31

INV: 3858.04

INLET 56

TG: 3870.93

INV OUT: 3869.43

D

D

C CMH

ENDWALL #30

INV(W): 3862.46

INV(N): 3860.79

S

D

6"

(T .B

.R

(T.B.R.)

(T.B.R.)

PARKING LOT 5

(4 PARKING SPACES)

INLET 56A

TG:3870.23

INV OUT: 3869.06

DMH 35

RIM: 3863.36

INV IN: 3855.76

INV OUT: 3855.76

6" CI

6" CI

S

D

S

D

S

D

S

D

S

D

S

D

INLET

6"

D SD

(INLET) DMH 34

RIM: 3862.86

INV IN: 3856.71

INV OUT: 3856.71

S

D

DUMPSTER

TANK

DOCK

(14) BOLLARDS

DUMPSTER

EQ

UI

PM

EN

T

DIRECTION

SIGN

23.2' [7.1m]

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

BLDG 32

SIGN

CHAINLINK

FENCE

REMOVE CONC SW

(APPROX 63 SF)

REMOVE CONC SW

(APPROX 80 SF)

MILL & OVERLAY

(APPROX 1,448 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 31,638 SF)

REMOVE PCC PVMT

(APPROX 197 SF)

(T .B

.R

PCC PVMT TO BE

REMOVED &

RECONSTRUCTED

(APPROX 88 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 450 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 158 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 61 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 525 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 140 LF)

AREA OF

LAWN REMOVAL

(APPROX 3,869 SF)

AREA OF

LAWN REMOVAL

(APPROX 1,250 SF)

BLDG

LIVE OVERHEAD

STEPS

STEPS

STEPS

STEPS

REMOVE POLE W/LIGHT

(DISCONNECT AND REMOVE

LIVE POWER CONNECTION)

ENDWALL

INV: 3875.40

ENDWALL

INV: 3876.66

SSWR MH-28

RIM:3883.37

CO-2

LID:3883.56 1

AREA OF

LAWN REMOVAL

(APPROX 489 SF)

(T.B.R.)

REMOVE CONC

CURB & GUTTER

(APPROX 256 LF)

SWCT

REMOVE CONC

CURB & GUTTER

(APPROX 119 LF)

PIPE END

8" PVC

INV: 3881.04

REMOVE CONC

WALL & RAILING

(APPROX 45 LF)

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

O N

E

I N

I R

E

T

O N

E

I N

E

H

U N

D R

E

T

O N

E

I N

O

H

U N

D R

E

T

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i g i n e e r

W

Y

O M

I N

G

C

H R

I

S

T

O

P

H

E R

A

R Y

O N

E

I N

O

H

U N

D R

F

E

T

O N

E

I N

I R

E

T

O N

E

I N

E

H

U N

D R

E

T

O N

E

I N

O

H

U N

D R

E

T

CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

Date

P r o f e s s i g i n e e r

W

Y

O M

I N

G

C

H R

I

S

T

O

P

H

E R

A

R Y

O N

E

I N

O

H

U N

D R

F

E

T

KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan 'O'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Resurface Roads And Parking Lots

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CS117

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

SEE SHEET CS120 CS120

AutoCAD SHX Text

SEE SHEET CS116 CS116

SEE SHEET CS114 CS114

SAN

SAN

SAN

SAN

SSWR

MH-36

SAN

SAN

SAN

SAN

SAN

SAN

SSWR

MH-37

RIM:3895.02

SSWR

MH-38

ST

ST

ST STM

MH-7

F

O

F

O

CW

R

CW

R

CW

R

CW

S

CW

S

CW

S

CW

R

CWR

CWR

CWR

CWR

CWR

CWR

CWR

CWR

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWS

CWSC

WR

TRANS. TF-2

E

E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

C

O

M

M

C

O

M

M

C O

M M

I R

I R

IR

I

R

IR IR

IR

IR

I R

I R

I R

I R

I

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I

R

I

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I

R

I R

I

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I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

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I

R

I

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I R

IR

IR

IR

IR

I R

I R

I R

I R

IR

IR

I R

I

R

I R

I R

I R

IR

IR

I R

I R

I

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I R

I R

I

R

I

R

I

R

I R

I R

I

R

IRRIG.

BOX

IRRIG.

BOX

SH

SH

E

E E

EE

E

E

E E E

E

E

SH

I

R

I

R

I

R

I

R

I

R

I

R

I

R

I

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I

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I

R

I

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I

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I

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I

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I

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I

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I

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I R

I R

I

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I

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F

O

F

O

SAN

SAN

E

E

E

E

E

E

E

E

M

3894 38

3895 3895

38853884

12"

CONF.

(T.B.R.)

STREET

NAME SIGN

BLDG

BLDG

PARKING LOT 15

(20 PARKING SPACES)

S

S

S

ST

18" CONF.

16" CONF.

20" CONF.

20"

CONF.

24" CONF.

30"

CONF.

20"

CONF.LP

DECD.

24"

DECD.

18"

DECD.

12"

CONF.

18"

CONF.

18"

CONF.

48"

DECD.

18"

CONF.

36"

DECD.

IRRIG.

BOXES

30"

DECD.

30"

DECD.

30"

DECD.

42"

DECD.

FREEDOM LANE

12"

CONF.

48"

DECD.

EB

LP-42

LP-41

LP-40

4" DECD.

GRAVEL

AREA

W

36"

DECD.

18"

DECD.

24"

DECD.

12"

DECD.

24"

DECD.

12"

CONF.

30"

DECD.

18"

DECD.

18"

CONF.

36"

CONF.

(10) BOLLARDS

24"

DECD.

18"

CONF.

SH

FFE

3894.60

IRRIG.

DS

TRANS.

DS

IRRIG.

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

3" D

IP

8"

TE

RR

AC

OT

TA

8"

TE

RR

AC

OT

TA

12" PVC

" C

MP RIM: 3891.45

TG: 3890.70

INV OUT: 3888.35

INV IN: 3887.51

INV OUT: 3887.65

ENDWALL #5

INV: 3883.79

ENDWALL

INV: 3884.25

INLET 38

TG: 3895.26

INV IN: 3891.66

INV OUT: 3891.81

ENDWALL #6

INV OUT: 3886.11

ENDWALL #9

INV. 3883.00

INV. 3882.37

INV. 3881.68

INV. 3880.94

INV. 3878.97

ENDWALL #7

INV OUT: 3887.70

LP

(T.B.R.)(T.B.R.)

(T.B.R.)

(T.B.R.)

24" CONF.

(T.B.R.)

(T.B.R.)

SWCT

PARKING LOT 8

S

D

S

D

ENDWALL

(T.B.R.)

12"

CONF.

(T.B.R.)

(T.B.R.)

PARKING

LOT 1

SIGN

YIELD

SIGN

SIGN

VISITOR

PARKING

SIGN

YIELD

SIGN

NO PARKING

SIGN

BLDG 2

SIGN

AUTHORIZED

VEH. ONLY

SIGN

BLDG 1

SIGN

SW

CT

(T.B.R.)

CURB & GUTTER

(APPROX 138 LF)REMOVE CONC

CURB & GUTTER

(APPROX 125 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 3278 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 215 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 221 LF)

LF

59 LF

60 LF

REMOVE CONC SW

(APPROX 178 SF)REMOVE CONC SW & DWS

(APPROX 137 SF)

SWCT

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 5,136 SF)

AREA OF

LAWN REMOVAL

(APPROX 391 SF)

AREA OF

LAWN REMOVAL

(APPROX 1,267 SF)

AREA OF

LAWN REMOVAL

(APPROX 3,400 SF)

PCC PVMT TO BE REMOVED

& RECONSTRUCTED WITH

AC PVMNT (APPROX 139 SF)

PCC PVMT TO BE REMOVED

& RECONSTRUCTED WITH

AC PVMNT (APPROX 747 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 10 LF)

REMOVE CONC

VALLEY GUTTER

(APPROX 22 LF)

REMOVE CONC SW

(APPROX 57 SF)

REMOVE CONC

CURB & GUTTER

(APPROX 317 LF)

REMOVE CONC

CURB & GUTTER

(APPROX 188 LF)

PCC PVMT TO BE REMOVED

& RECONSTRUCTED WITH

AC PVMNT (APPROX 105 SF)

AC PVMT TO BE REMOVED

& RECONSTRUCTED

(APPROX 87,529 SF)

DO NOT

ENTER

SIGN

ONE WAY

SIGN2

(13 PARKING SPACES)

(T.B.R.)

WATER

TOWER

BENCHMARK #9

CAP PIN

NOT SURVEYED

ELEV. 3892.05

(T.B.R.)

HEATED

CONC

PVMNT

REMOVE CONC SW

(APPROX 150 SF)

SWCT

W

V

U

TS

RQP

ONM

LKJ

HGF

DCB

I

E

A

X

FORT RD (T-337)

W. 17ST ST.

HI TECH DR.

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

EXISTING PAVEMENT TO BE MILLED

CONIFEROUS TREE TO BE REMOVED

DECIDUOUS TREE TO BE REMOVED

1 VALVES, MANHOLE LIDS & INLET TOPS

TO BE ADJUSTED TO GRADE

2 REMOVE & REPLACE/RELOCATE SIGNS

AS NECESSARY FOR CONSTRUCTION

EXISTING GRAVEL TO BE REMOVED

EXISTING LAWN AREA TO BE REMOVED

FOR COMPLETE SITE LEGEND

SEE SHEET GI004

SAWCUT PAVEMENTSWCT

PROTECT HEATED CONCRETE DURING

REMOVAL OF ADJACENT FEATURES.3

SHALLOW STEAM LINE WITH ROAD USED

AS LID. USE CAUTION DURING DEMO.4

REMOVE WHEEL STOPS & RETURN

UNDAMAGED MATERIALS TO VA.5

AREA TO REMAIN PROTECTED &

UNDISTURBED DURING CONSTRUCTION.6

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

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CALL 811 OR 1-800-849-2476

SITE SERIAL: 2019290075

17277

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KEY MAP

1"=1500'

SCALE: 1"=30'

60'30'0'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text Existing Features & Demolition Plan 'P'

AutoCAD SHX Text

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AutoCAD SHX Text Resurface Roads And Parking Lots

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AutoCAD SHX Text

CS118

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text Christopher W. Geary

AutoCAD SHX Text

PE# 17277

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SHERIDAN VAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 6/14/2020

AutoCAD SHX Text Geary

AutoCAD SHX Text Peters

AutoCAD SHX Text Sheridan VA Medical Center

AutoCAD SHX Text Sheridan, WY

AutoCAD SHX Text

AutoCAD SHX Text 666-17-104

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text architects + engineers

AutoCAD SHX Text acela architects + engineers, pc

AutoCAD SHX Text 2633 Moravian Ave.

AutoCAD SHX Text Allentown, PA 18103

AutoCAD SHX Text office: 610.365.4023610.365.4023

AutoCAD SHX Text website: www.acela-ae.comwww.acela-ae.com

AutoCAD SHX Text email: info@acela-ae.cominfo@acela-ae.com

AutoCAD SHX Text

SEE SHEET CS115 CS115

SEE SHEET CS119 CS119

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SSWR MH-33

RIM = 3890.84

INV IN SE=3878.0

INV OUT NW=3877.9

SSWR

MH-39

SSWR

MH-36

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