36C24119R0104-0005012.pdf

C

E

GV

GV

WV

WV

S

SMH

SMH23

SMH70

SMH30

SMH9

SMH8

SMH7

CO

NC

SW

X X

X X

X X

X

S

S

S

S

E

WV

WV

WV

W V

W V

WV

D

D D

D

D

S

S

D

WV

ST

ST

D

D

DMH038

INV010

CB096

CB010

CB097

CB009

DMH029

DMH002

DMH

CB012

CB011

WV

WV

BACK HILL ROAD

CO

COSTORMWATER BASIN

OUTLET CONTROL

STRUCTURE

(TOP OF CONC.

AVG. ELEV.=338.20)

24" H

DPE

(SECONDARY

OUTLET)

RIPRAP INLET

STORMWATER

CHANNEL

STORMWATER

CHANNEL

24" HDPE

(PRIMARY OUTLET)

INV.=335.00

DMH

DMH

INV

INV

PUMP HOUSEGENERATOR

PROPANE TANK

SMOKE STACK

RIPRAP

CB

PA

VE

D

SW

AL

E

INV

ERODED CHANNEL

TO BE REPAIRED

CB225

TG:335.6

OCS-3

RIM:404.5

REPLACE INLET GRATE

WITH MH CONVERSION LID

OCS-3

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:404.5

S

D

S

D

S

D

SDSD

SDSD

S

D

S

D

S

D

WQU-14

VORTSENTRY HS36

WATER QUALITY UNIT

TG:381.5

DMH71

RIM:367.7

DMH72

RIM:364.2

DMH70

RIM:355.2

S

D

DMH72A

RIM:357.7

FES-ED-2

INV. 335.00

RIP RAP

APRON

FES-ED-3

INV. 335.00

CULTEC R V8HD 3 ROWS @ 39.17' LF

EMBEDDED IN 18.0'X41.17'X3.67 STONE

4" PVC

UNDERDRAIN

ALL EXISTING UNDERDRAIN

SHALL BE CONNECTED TO AND

DISCHARGE TO PROPOSED

STORMWATER STRUCTURES

(TO BE COORDINATED

DURING CONSTRUCTION)

ADJUST TOP OF OCS

APPROX. 0.3± TO

ELEV.=338.50

ST

OR

M

RU

N (P

IP

E

/ S

TR

UC

TU

RE

S)

(B Y

OT

HE

RS

2.8

3.4

6.0

9.2

2.2

5.7

9.9

4.7

9.5

4.4

9.1

3.9

8.9

3.3

6.5

0.2

5.5

1.9

7.5

2.9

2.00%

6.30%

9.5 0%

6.30%

.00

11.

69%

5.00%

PVI STA: 0+60.00

PVI ELEV: 323.61

K: 6.98

LVC: 30.00

BV

CS

: 0 +4

5.0

BV

CE

: 3

.31

EV

CS

: 0 +7

5.0

EV

CE

: 3

.56

PVI STA: 2+50.00

PVI ELEV: 335.58

K: 31.25

LVC: 100.00

BV

CS

: 2 +0

0.0

BV

CE

: 3

.43

EV

CS

: 3 +0

0.0

EV

CE

: 3

.33

PVI STA: 7+50.00

PVI ELEV: 379.88

K: 13.16

LVC: 75.00

BV

CS

: 7 +1

2.5

BV

CE

: 3

.52

EV

CS

: 7 +8

7.5

EV

CE

: 3

.38

PVI STA: 6+50.00

PVI ELEV: 373.58

K: 23.44

LVC: 75.00

BV

CS

: 6 +1

2.5

BV

CE

: 3

.02

EV

CS

: 6 +8

7.5

EV

CE

: 3

.94

GRADE BREAK STA = 9+45.00

ELEV = 403.02

GRADE BREAK STA = 9+57.08

ELEV = 403.62

GRADE BREAK STA = 8+52.91

ELEV = 392.26

PROPOSED

GRADE

EXISTING

GRADE

21' of 12" RCP S=0.005

C B0

RI

M:

4.4

ST

A:

2+

.87

IN

V.

IN

:32

8.9 2(

E)

IN

V.

O

UT

:32

8.8

10' of 12" HDPE S=0.005

C B2

TG

:33 5.6

ST

A:

2+

.82

IN

V.

O

UT

:32

9.0

C B0

RI

M:

3.7

ST

A:

2+

.82

IN

V.

IN

:32

8.7 1(

NE

-0+50 0+00

3.4

6.1

1+00

9.2

2.4

2+00

5.9

0.3

3+00

5.0

9.8

4+00

4.5

9.3

5+00

4.0

8.8

6+00

3.2

6.7

7+00

0.4

5.8

8+00

1.8

7.7

9+00

3.2

10+00

' of

" P

VC S=0.0

D

MH

RI

M:

5.3

ST

A:

8+

.54

IN

V.

IN

:39 0.6

2(

NW

IN

V.

IN

:39 3.4

2(

NE

IN

V.

O

UT

:39

0.5

REPLACE INLET GRATE WITH

MANHOLE CONVERSION LID

BACK HILL ROAD PROFILE

HORIZONTAL SCALE: 1'=30" Know what's below.

before you dig.Call

R

Feet

0 50 100

FEET

0 5 10

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

Feet

0 30 60

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE: 1" = 5'

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Location

AutoCAD SHX Text Checked

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

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AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

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 Roadway Profile Plan 'A'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS151

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW SCALE: 1"=30'

AutoCAD SHX Text

AutoCAD SHX Text

BI

TU

M

PA

VI

NG

C

E

E

S

S

S S

S

S

S

WV

WV

WV

GV

D

D

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D

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H5

SM

H7

SM

H4

SM

H4

SM

H4

SM

H5

SM

H4

SM

H2

SM

H5

SM

H5

SM

H5

SM

H5

C

C

C

S

S

S81°26'37"W 712.34'

BI

TU

M

PA

VI

NG

RE

MO

VE

W

AT

ER

LI

NE

(A

PP

RO

X

LF

W

AT

ER

A

CC

ES

S

MA

NH

OL

E

(T O

BE

R

EM

OV

ED

BI

TU

M

PA

VI

NG

GR

AV

EL

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

S

S

S

1'X 2'

M

IN

LE

T

T/ G:

3.8

IN

V

IN

:40 1.5

IN

V.

O

UT

: 4

.32

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

E

E

E

WV

W V

D

D

D

E

E

D

W V

D E

S

D

D

WV

WV WV

WV

WV

WV

WV

W

E

D

W

ST

D

ST

ST

W V

WV

W V

#9

CA

NO

PY

CA

NO

PY

WV

CB

DM

H0

CB

CB

CB

DM

H0

DM

H0

DM

H0

DM

H0

CB IN

V0

CB

CB

CB

DM

H0

DM

H0

CB

CB

DM

H0

CB

CB

CB

DM

H0

CB

CB

CB

CB

CB

3CB

DM

H0

CB

CB

CB

CB

CB

DM

H0

DM

H0

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

#3

#9 A

#2

#7

#7 A

#6

OUTER LOOP ROAD

OU

TE

R

LO

OP

R

OA

D

IN

NE

R

LO

OP

R

OA

D

ST

EM

ER

GE

NC

Y

CA

CH

E

BU

ILD

IN

G

OV

ER

HE

AD

DO

OR

CB

PA

VE

D

SW

AL

E

PA

VE

D

SW

AL

E

TR

AN

SF

OR

ME

R

PA

D

TR

AN

SF

OR

ME

R

PA

D

RA

IN

GA

RD

EN

MI

LL

O

VE

RL

AY

(A

PP

RO

X.

3, 5 S F)

SD

OCS-4

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:402.4

CB226

TG:403.6

CB229

TG:405.5

CB227

TG:404.8

CB228

TG:405.1

SD

RE

MO

VE

E

XI

ST

IN

G

IN

LE

T

AN

D

PI

PE

RE

MO

VE

E

XI

ST

IN

G

IN

LE

T

AN

D

PI

PE

SU

BS

UR

FA

CE

B

AS

IN

CU

LT

EC

0H D

.0'

X1 E

MB

ED

DE

D

IN

5.9 2'

X1 7.0

' X 3.

' S

TO

NE

BO

TT

OM

O

F

ST

ON

E=

5.0

" H

DP

E

IN

V

IN

=4

.50

" H

DP

E

OU

T

IN

V=

5.5

WQU-7

VORTSENTRY HS36

WATER QUALITY UNIT

TG:412.5

OCS-5

OUTLET CONTROL STRC

INTERNAL RISER PIPE W/ CORED ORIFICE

RIM:410.5

RE

MO

VE

E

XI

ST

IN

G

IN

LE

TS

A

ND

P

IP

ES

WQU-6

VORTSENTRY HS36

WATER QUALITY UNIT

TG:404.3

WQU-5

VORTSENTRY HS36

WATER QUALITY UNIT

TG:405.0

4" P

VC

UN

DE

RD

RA

IN

4" P

VC

1.01%

2.00% -0.69%

-3.00%

2.00%

2.00%

3.50%

-1.75% 2.50% 0.50%

GR

AD

E

BR

EA

K

ST

A

0+

.45

EL

EV

.03

PVI STA: 0+93.80

PVI ELEV: 403.87

K: 50.64

LVC: 50.00

BV

CS

: 0 +6

8.8

BV

CE

: 4

.62

EV

CS

: 1 +1

8.8

EV

CE

: 4

.37

PVI STA: 4+80.00

PVI ELEV: 399.81

K: 10.00

LVC: 50.00

BV

CS

: 4 +5

5.0

BV

CE

: 4

.56

EV

CS

: 5 +0

5.0

EV

CE

: 4

.31LOW PT. STA: 4+85.00

LOW PT ELEV: 400.11

PVI STA: 5+50.00

PVI ELEV: 401.21

K: 33.33

LVC: 50.00

BV

CS

: 5 +2

5.0

BV

CE

: 4

.71

EV

CS

: 5 +7

5.0

EV

CE

: 4

.08

PVI STA: 8+20.00

PVI ELEV: 404.73

K: 5.88

LVC: 25.00

LOW PT. STA: 8+17.79

LOW PT ELEV: 404.86

BV

CS

: 8 +0

7.5

BV

CE

: 4

.95

EV

CS

: 8 +3

2.5

EV

CE

: 4

.04

PVI STA: 1+75.00

PVI ELEV: 405.49

K: 18.64

LVC: 50.00

BV

CS

: 1 +5

0.0

BV

CE

: 4

.99

EV

CS

: 2 +0

0.0

EV

CE

: 4

.32HIGH PT. STA: 1+87.20

HIGH PT ELEV: 405.36

PVI STA: 3+25.00

PVI ELEV: 404.46

K: 43.23

LVC: 100.00

BV

CS

: 2 +7

5.0

BV

CE

: 4

.80

EV

CS

: 3 +7

5.0

EV

CE

: 4

.96

PVI STA: 7+40.00

PVI ELEV: 406.13

K: 13.35

LVC: 50.00

BV

CS

: 7 +1

5.0

BV

CE

: 4

.63

EV

CS

: 7 +6

5.0

EV

CE

: 4

.69HIGH PT. STA: 7+41.64

HIGH PT ELEV: 405.90

PVI STA: 6+25.00

PVI ELEV: 403.84

K: 33.24

LVC: 50.00

BV

CS

: 6 +0

0.0

BV

CE

: 4

.96

EV

CS

: 6 +5

0.0

EV

CE

: 4

.33

PVI STA: 8+50.00

PVI ELEV: 405.48

K: 12.50

LVC: 25.00

BV

CS

: 8 +3

7.5

BV

CE

: 4

.17

EV

CS

: 8 +6

2.5

EV

CE

: 4

.54

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

C B2

TG

:40 3.6

ST

A:

6+

.96

IN

V.

O

UT

:39

9.6

20' of

12" HDPE

S=0.049

D

MH

RI

M:

3.7

ST

A:

6+

.51

IN

V.

IN

:39 8.6

4(

NW

IN

V.

IN

:39 8.0

4(

SW

IN

V.

O

UT

:39

7.8

C B2

TG

:40 5.5

ST

A:

6+

.43

IN

V.

O

UT

:40

1.5

15' of

12" HDPE

S=0.172

D

MH

RI

M:

5.1

ST

A:

7+

.31

IN

V.

IN

:39 8.9

7(

NW

IN

V.

IN

:39 7.1

3(

SW

IN

V.

O

UT

:39

6.9

D

MH

RI

M:

5.3

ST

A:

7+

.16

IN

V.

IN

:39 6.2

2( W

IN

V.

IN

:40 0.5

7(

SE

IN

V.

IN

:40 0.4

2(

NE

IN

V.

IN

:39 9.1

9( N)

IN

V.

O

UT

:39 5.9

22' of

12" HDPE

S=0.012

C B2

TG

:40 4.8

ST

A:

8+

.03

IN

V.

O

UT

:40

0.8

C B2

TG

:40 5.1

ST

A:

8+

.02

IN

V.

IN

:40 0.5

0( N)

IN

V.

IN

:39

5.7 0(

W

IN

V.

O

UT

:39 5.7

82' of 18" RCP S=0.009

81' of 18" RCP S=0.009

2.8

3.4

3.8

4.9

5.3

5.0

4.6

3.7

2.2

0.9

0.5

1.2

3.0

4.4

5.1

5.8

5.1

5.3

5.5

5.8

-0+50 0+00

3.4

4.0

1+00

4.9

5.3

2+00

4.9

4.5

3+00

3.6

2.2

4+00

0.7

0.2

5+00

1.3

2.9

6+00

4.3

5.3

7+00

5.8

5.0

8+00

5.4

5.7

9+00

5.9

12" HDPE

STA: 3+01.34

INV: 398.77

(PIPE FROM WQU-6 TO BASIN-2)

OC

S-

OU

TL

ET

C

ON

TR

OL

S

TR

C

IN

TE

RN

AL

R

IS

ER

P

IP

E W

CO

RE

D

OR

IF

IC

E

RI

M:

4.5

ST

A:

1+

.19

IN

V.

IN

:39 8.9

0(

SE

IN

V.

O

UT

:39

8.9

13' of

12" HDPE

S=0.046

SUBSURFACE

BASIN - 1

5' of

12" HDPE

S=0.000

SUBSURFACE

BASIN - 2

24' of

12" HDPE

S=0.027

OC

S-

OU

TL

ET

C

ON

TR

OL

S

TR

C

IN

TE

RN

AL

R

IS

ER

P

IP

E W

CO

RE

D

OR

IF

IC

E

RI

M:

2.4

ST

A:

3+

.73

IN

V.

IN

:39 7.9

0(

NW

IN

V.

O

UT

:39

7.9

111' of 18" RCP S=0.010

26' of 18" RCP S=0.009

10" PVC

STA: 0+68.44

INV: 400.85

SUBSURFACE

BASIN - 4

W

QU

-8

VO

RT

SE

NT

RY

H S3

W

AT

ER

Q

UA

LIT

Y

UN

IT

TG

:40

4.9

ST

A:

9+

.55

IN

V.

O

UT

:40 0.7

OC

S-

OU

TL

ET

C

ON

TR

OL

S

TR

C

IN

TE

RN

AL

R

IS

ER

P

IP

E W

CO

RE

D

OR

IF

IC

E

12" HDPE

STA: 1+67.68

INV: 399.72

(PIPE FROM WQU-5 TO BASIN-1)

OUTER LOOP ROAD PROFILE

HORIZONTAL SCALE: 1'=30"

VERTICAL SCALE: 1'=3"

Know what's below.

before you dig.Call

R

Feet 0 30 60

FEET

Feet 0 30 60

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

SCO

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text Street Lights see Elec, drawingl #034, 4-3"& 1-3 ductbank(typ)

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

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EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text E

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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 Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

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AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text U

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AutoCAD SHX Text R

AutoCAD SHX Text O

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AutoCAD SHX Text O

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AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Roadway Profile Plan 'B'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS152

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW SCALE: 1"=30'

AutoCAD SHX Text

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RIM:405.5

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WATER QUALITY UNIT

TG:404.94"

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VC

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1.31%

0.50%

2.50%

1.75%

GR

AD

E

BR

EA

K

ST

A

+8 5.0

EL

EV

.35

PVI STA: 10+00.00

PVI ELEV: 406.23

K: 25.00

LVC: 50.00

BV

CS

: 9 +7

5.0

BV

CE

: 4

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EV

CS

: 1 0+

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EV

CE

: 4

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PVI STA: 16+40.00

PVI ELEV: 408.93

K: 21.49

LVC: 50.00

BV

CS

: 1 6+

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CE

: 4

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CS

: 1 6+

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CE

: 4

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LOW PT ELEV: 409.00PVI STA: 12+00.00

PVI ELEV: 410.37

K: 24.08

LVC: 50.00

BV

CS

: 1 1+

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CE

: 4

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CS

: 1 2+

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CE

: 4

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HIGH PT ELEV: 410.30

PROPOSED

GRADE

PROPOSED

GRADE

EXISTING

GRADE

C B1

RI

M:

8.7

ST

A:

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IN

V.

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5.8

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8.7

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0.3

9.9

9.7

9.7

9.5

9.4

9.2

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6.3

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7.4

8.6

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9.7

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9.5

9.3

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V.

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UT

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2.4

35' of

12" HDPE

S=0.100

GRADE BREAK STA = 17+55.07

ELEV = 411.18

GRADE BREAK STA = 17+98.13

ELEV = 411.76

12" RCP

STA: 12+89.98

INV: 406.44

OUTER LOOP ROAD PROFILE

HORIZONTAL SCALE: 1'=30"

VERTICAL SCALE: 1'=3"

Know what's below.

before you dig.Call

R

0 3

FEET

Feet 0 30 60

Feet 0 30 60

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

AutoCAD SHX Text

DMH19

AutoCAD SHX Text

DMH18

AutoCAD SHX Text

CB49

AutoCAD SHX Text

CB48

AutoCAD SHX Text

EBOX

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text D

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AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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 Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text S

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

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AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

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 Roadway Profile Plan 'C'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS153

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW SCALE: 1"=30'

AutoCAD SHX Text

S

W V

S

ST

SMH4

SMH25

SMH26

SMH34

C

C

ST

ST

ST

SM

H

AB

AN

DO

NE

D

WV

D

S

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WV WVW

V

E

E

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#19 #18

#17

ST

ST

ST

INV00

CB08

CB08

INV00

DMH

CB08

CB07

#21

FRONT HILL ROAD

CONCRETE

SIDEWALK

CONCRETE

CURB

FRONT HILL ROAD

DY/4"

WATER LINE

GAS LINE

STO

RMWATE

R BASIN

EMERGENCY

SPILLWAY

ELEV=339.70

STO

RMWATE

R

DIVERSION

CHANNEL

RIPRAP IN

LE

T

SANITA

RY M

H

ELE

V: 3

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PEDESTR

IAN

CROSSING

CB219

TG:360.9

SD

CB215

TG:353.1

DMH57

RIM:366.2

SD

SD

DMH58

RIM:354.7

SD

SD

CB217

TG:357.0

SD

CB216

TG:349.6

SD

DMH74

SD

SD

SD

SD

SD

SD

SD

SD

DMH60

RIM:358.6

DMH61

RIM:351.5

DMH62

RIM:343.9

SD

SD

DMH58A

RIM:361.9

SD

RIP RAP

APRON

FES-ED-1

INV. 335.00

(PIPE / STRUCTURES)

STORM RUN

(PIPE / STRUCTURES)

(BY OTHERS)

6.9

8.8

0.5

2.0

2.0

2.0

3.6

5.3

7.1

8.3

8.9

4.7

7.0

7.2

7.2

8.4

2.1

9.2

4.6

3.66%

-0.75%

3.60%

7.00%

2.00%

5.98%

5.00%

GR

AD

E

BR

EA

K

ST

A

0+

.00

EL

EV

.90

PVI STA: 2+50.00

PVI ELEV: 341.64

K: 11.49

LVC: 50.00

BV

CS

: 2 +2

5.0

BV

CE

: 3

.83

EV

CS

: 2 +7

5.0

EV

CE

: 3

.54

LOW PT. STA: 2+33.62

LOW PT ELEV: 341.80

PVI STA: 4+24.04

PVI ELEV: 347.91

K: 10.50

LVC: 25.00

BV

CS

: 4 +1

1.5

BV

CE

: 3

.46

EV

CS

: 4 +3

6.5

EV

CE

: 3

.66

PVI STA: 7+24.87

PVI ELEV: 363.46

K: 25.05

LVC: 50.00

BV

CS

: 6 +9

9.8

BV

CE

: 3

.21

EV

CS

: 7 +4

9.8

EV

CE

: 3

.21

PVI STA: 1+50.00

PVI ELEV: 342.39

K: 11.34

LVC: 50.00

BV

CS

: 1 +2

5.0

BV

CE

: 3

.48

EV

CS

: 1 +7

5.0

EV

CE

: 3

.20

HIGH PT. STA: 1+66.50

HIGH PT ELEV: 342.23

PVI STA: 8+77.04

PVI ELEV: 374.11

K: 10.00

LVC: 50.00

BV

CS

: 8 +5

2.0

BV

CE

: 3

.36

EV

CS

: 9 +0

2.0

EV

CE

: 3

.61

PVI STA: 4+75.00

PVI ELEV: 350.96

K: 25.46

LVC: 25.00

BV

CS

: 4 +6

2.5

BV

CE

: 3

.21

EV

CS

: 4 +8

7.5

EV

CE

: 3

.59

PROPOSED

GRADE

EXISTING

GRADE

GRADE BREAK STA = 9+17.04

ELEV = 374.91

PROPOSED

GRADE

EXISTING

GRADE

-0+50

6.9

0+00

8.7

0.5

1+00

2.1

2.0

2+00

1.9

3.4

3+00

5.2

7.0

4+00

9.4

2.2

5+00

4.7

7.2

6+00

9.7

2.2

7+00

5.2

8.7

8+00

2.2

4.5

9+0010+00

10" PVC

STA: 8+23.82

INV: 363.36

C B0

RI

M:

4.8

ST

A:

+6 6.6

IN

V.

O

UT

:36

9.4

PARKING LOT B - UPPER DRIVE PROFILE

HORIZONTAL SCALE: 1'=30'

VERTICAL SCALE: 1"=3'

Know what's below.

before you dig.Call

R

Feet 0 30 60

0 3

FEET

Feet 0 30 60

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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 Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

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 Roadway Profile Plan 'D'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS154

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW SCALE: 1"=30'

AutoCAD SHX Text

BITUM PAVING

ST

SMH4

SMH26

SMH34

C

ST

ST

ST

N8 1°

'18

"E

SURVEY M

ARKER

(BOUNDARY SURVEY

PROVIDED, S

URVEY

MARKERS NOT V

ERIFI

ED)

WV

D

S

D

W V

D

E

S

STO

P SIGN

#19 #18

#17

ST

ST

CB11

CB11

INV01

DMH02

CB11

INV00

INV00

CB08

INV00

DMH

DMH02

8CB11

STO

RMWATE

R

BASIN

FRONT HILL ROAD

CONC. S

W

GRANITE

CURB

EMERGENCY

SPILLWAY

ELEV=339.70

RIPRAP IN

LE

T

DRAINAGE M

H

ELE

V: 3

.41

SANITA

RY M

H

ELE

V: 3

.60

CULV

ERT

ST

OC

K

PI

LE

S low po int

SNOW

STO

RAGE

AREA

CB218

TG:349.2 DMH56

RIM:349.4

SD

SD

SD

SD

CB219

TG:360.9

SD

SD

SD

SD

CB215

TG:353.1

DMH54

RIM:341.3

CB214

TG:346.4

CB213

TG:341.4

FES4

S D

S D

DMH57

RIM:366.2

FES6

INV. 353.00

SD

SD

DMH58

RIM:354.7

FES5

INV. 333.00

SD

SD

CB210

TG:332.5

CB209

TG:332.0

SD

DMH55

RIM:346.2

CB217

TG:357.0

SD

CB216

TG:349.6

CB212 - NO SUMP

TG:341.1

SD

SD

SD

SD CB211

TG:339.5SD

SD

SD

SD

DMH74

RIM:347.3

SD

DMH73

RIM:348.7

DMH58A

RIM:361.9

S D

S D

S D

FES4-A

INV. 332.50

APRON (T

YP.)

RIP RAP

APRON (T

YP.)

RIP RAP

APRON

HW4A INV.33

5.0

-2.00%

3.11%

4.15%

5.90%

8.00%

GR

AD

E

BR

EA

K

ST

A

+0 3.0

EL

EV

.85

GR

AD

E

BR

EA

K

ST

A

+0 5.6

EL

EV

.64

GR

AD

E

BR

EA

K

ST

A

+7 2.7

EL

EV

.71

GR

AD

E

BR

EA

K

ST

A

+7 4.2

EL

EV

.69

GR

AD

E

BR

EA

K

ST

A

+1 7.9

EL

EV

.19

19+5020+0021+0022+00

2.6

4.2

23+00

5.8

7.3

24+00

8.9

0.4

25+00

2.4

4.5

26+00

6.6

8.7

27+00

0.7

3.3

28+00

6.2

9.7

29+00

3.7

7.7

30+0030+50

3.2

3.7

3.9

3.6

2.9

3.4

3.8

4.9

4.6

5.0

5.8

7.4

9.3

1.4

4.6

9.0

3.1

6.7

0.5

4.2

8.1

PROPOSED

GRADE

EXISTING

GRADE

12" HDPE

STA: 28+90.58

INV: 355.74

C B2

TG

:36 0.9

ST

A:

+1

6.7

IN

V.

O

UT

:35 3.9

D

MH

TG

:34 9.4

ST

A:

+1

3.4

IN

V.

IN

:34

4.4 0(

N)

IN

V.

IN

:34 4.4

0(

NE

IN

V.

O

UT

:34

3.9

185' of 18" HDPE S=0.048

51' of 12" HDPE S=0.010

C B2

TG

:33 9.5

ST

A:

+7

4.3

IN

V.

O

UT

:33 5.8

12" HDPE

STA: 24+60.34

INV: 334.70

12" HDPE

STA: 23+63.68

INV: 333.66

12" HDPE

STA: 23+67.18

INV: 333.67

C B2

TG

:33 2.0

ST

A:

+3

4.8

IN

V.

O

UT

:32 8.0

201' of 12" HDPE S=0.047

D

MH

TG

:34 1.3

ST

A:

+2

5.4

IN

V.

IN

:33

5.3 0(

E)

IN

V.

IN

:33 5.3

0(

SE

IN

V.

IN

:33 5.3

0( S)

IN

V.

O

UT

:33 5.2

PARKING LOT B - LOWER DRIVE PROFILE

HORIZONTAL SCALE: 1'=30'

VERTICAL SCALE: 1"=3'

Know what's below.

before you dig.Call

R

Feet 0 30 60

0 3

FEET

Feet 0 30 60

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text E

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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 Office of Construction and Facilities Management

AutoCAD SHX Text

DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text U

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

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 Roadway Profile Plan 'E'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS155

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLAN VIEW SCALE: 1"=30'

AutoCAD SHX Text

ST

SMH25

SMH26

C

ST

ST

D

S

W V

E

E

#19 #18

INV00

DMH

FRONT HILL ROAD

ST

OC

K

PI

LE

S

SNOW

STO

RAGE

AREA

CB218

TG:349.2 DMH56

RIM:349.4

SD

SD

SD

SD

CB219

TG:360.9

SD

SD

SD

SD

CB215

TG:353.1

DMH54

RIM:341.3

CB214

TG:346.4

S D

DMH57

RIM:366.2

FES6

INV. 353.00

SD

SD

DMH58

RIM:354.7

SD

SD

SD

DMH55

RIM:346.2

CB217

TG:357.0

SD

CB216

TG:349.6

CB212 - NO SUMP

TG:341.1

SD

SD

SD

SD CB211

TG:339.5SD

SD

SD

DMH74

RIM:347.3

SD

DMH73

RIM:348.7

DMH58A

RIM:361.9

S D

S D

RIP RAP

APRON (T

YP.)

HW4A INV.33

5.0

PARKING LOT B - CONNECTOR DRIVE 2 PROFILE

HORIZONTAL SCALE: 1'=30'

VERTICAL SCALE: 1"=3'

7.2

7.1

2.00%

7.59%

2.00%

GRADE BREAK STA = 30+94.52

ELEV = 371.57

GRADE BREAK STA = 30+82.52

ELEV = 371.33

GRADE BREAK STA = 30+12.00

ELEV = 365.98

GRADE BREAK STA = 30+00.00

ELEV = 365.74

EXISTING

GRADE

PROPOSED

GRADE

29+50

5.7

30+00

8.8

31+0031+50

PARKING LOT B - CONNECTOR DRIVE 1 PROFILE

HORIZONTAL SCALE: 1'=30"

VERTICAL SCALE: 1'=3"

8.7

4.0

9.8

7.0

-2.00%

-8.00%

-2.00%

GR

AD

E

BR

EA

K

ST

A

+0 0.0

EL

EV

.00

GR

AD

E

BR

EA

K

ST

A

+5 4.0

EL

EV

.12

GR

AD

E

BR

EA

K

ST

A

+7 8.0

EL

EV

.64

9+50

8.6

10+00

3.9

9.8

11+00

7.0

12+00

PROPOSED

GRADE

EXISTING

GRADE

C B2

TG

:35 3.1

ST

A:

+2

8.6

IN

V.

O

UT

:34 5.9

21' of

12" HDPE

S=0.100

C B2

NO

S

UM

P

TG

:34

1.1

ST

A:

+5 1.9

IN

V.

IN

:33 7.1

0(

SE

IN

V.

O

UT

:33

7.1

47' of

12" HDPE

S=0.038

PARKING LOT B - MIDDLE DRIVE PROFILE

HORIZONTAL SCALE: 1'=30"

VERTICAL SCALE: 1'=3"

0.8

2.9

5.2

7.3

9.8

2.00%

2.52%

-2.00%

GR

AD

E

BR

EA

K

ST

A

+0 0.0

EL

EV

.24

GR

AD

E

BR

EA

K

ST

A

+3 0.0

EL

EV

.95

GR

AD

E

BR

EA

K

ST

A

+4 2.0

EL

EV

.71

39+50

0.7

40+00

2.8

5.2

41+00

7.3

9.8

42+00 42+50

PROPOSED

GRADE

EXISTING

GRADE

70' of

18" HDPE

S=0.034

Know what's below.

before you dig.Call

R

Feet 0 30 60

0 3

FEET

Feet 0 30 60

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text

100' CITY OF NORTHAMPTON

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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 Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Roadway Profile Plan 'F'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS156

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PLAN VIEW SCALE: 1"=30'

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DM

H0

DM

H0

UN

DE

RG

RO

UN

D

EL

EC

SN

OW

ST

OR

AG

E

AR

EA

SN

OW

ST

OR

AG

E

AR

EA

S

D

S D

S

D

S

D

S

D

S

D

S

D

CB205

TG:325.0CB206

TG:324.3

DMH51

RIM:323.4

DMH50

RIM:322.5

CB204

TG:322.5

CB202

TG:322.5

WQU-2

CDS 2020-5

WATER QUALITY UNIT

RIM:321.8 WQU-1

CDS 2015-4

WATER QUALITY UNIT

RIM:320.5

CB201

TG:321.7 CB200

TG:321.7

FES51

INV. 316.00

FES50

INV. 316.00

CU

RB

CU

T

Parking Lot A - Main Road PROFILE

HORIZONTAL SCALE: 1'=30"

VERTICAL SCALE: 1'=3"

-2.00%

-3.46%

1.00% -1.00%-1.00%

1.00% -3.48%

-1.00%

1.00%

1.99%

1.00%

GR

AD

E

BR

EA

K

ST

A

0+

.55

EL

EV

.61

GR

AD

E

BR

EA

K

ST

A

3+

.46

EL

EV

.24

GR

AD

E

BR

EA

K

ST

A

4+

.46

EL

EV

.24

0 GR

AD

E

BR

EA

K

ST

A

6+

.55

EL

EV

.69

GR

AD

E

BR

EA

K

ST

A

7+

.34

EL

EV

.85

GR

AD

E

BR

EA

K

ST

A

9+

.25

EL

EV

.70

PVI STA: 2+00.00

PVI ELEV: 323.29

K: 20.26

LVC: 50.00

BV

CS

: 1 +7

5.0

BV

CE

: 3

.16

EV

CS

: 2 +2

5.0

EV

CE

: 3

.04

PVI STA: 0+69.50

PVI ELEV: 327.81

K: 34.22

LVC: 50.00

BV

CS

: 0 +4

4.5

BV

CE

: 3

.31

EV

CS

: 0 +9

4.5

EV

CE

: 3

.94

PVI STA: 9+09.84

PVI ELEV: 326.67

K: 11.17

LVC: 50.00

BV

CS

: 8 +8

4.8

BV

CE

: 3

.42

EV

CS

: 9 +3

4.8

EV

CE

: 3

.80HIGH PT. STA: 8+96.01

HIGH PT ELEV: 326.48GR

AD

E

BR

EA

K

ST

A

0+

.55

EL

EV

.61

GR

AD

E

BR

EA

K

ST

A

4+

.46

EL

EV

.24

GR

AD

E

BR

EA

K

ST

A

3+

.46

EL

EV

.24

GR

AD

E

BR

EA

K

ST

A

9+

.25

EL

EV

.70

GR

AD

E

BR

EA

K

ST

A

7+

.34

EL

EV

.85

GR

AD

E

BR

EA

K

ST

A

6+

.55

EL

EV

.69

PROPOSED

GRADE

EXISTING

GRADE

GRADE BREAK STA = 6+81.64

ELEV = 325.32

GRADE BREAK STA = 5+32.95

ELEV = 322.98

GRADE BREAK STA = 3+81.96

ELEV = 323.00

8.1

7.7

6.0

4.0

0.9

0.7

0.2

1.1

1.8

0.9

9.3

9.0

0.4

3.5

6.4

8.4

9.2

9.1

8.0

6.6

-0+50 0+00

8.2

6.7

1+00

5.0

3.4

2+00

2.7

2.2

3+00

2.6

2.8

4+00

2.3

2.6

5+00

3.3

4.3

6+00

5.0

5.1

7+00

5.0

5.5

8+00

6.0

6.4

9+00

5.2

10+00 10+50

C B2

TG

:32 1.7

ST

A:

3+

.47

IN

V.

O

UT

:31

7.7

12" HDPE

STA: 2+96.72

INV: 317.44

D

MH

RI

M:

2.5

ST

A:

4+

.71

IN

V.

IN

:31

7.6 0(

NE

IN

V.

IN

:31

7.6 0(

NE

IN

V.

O

UT

:31 7.5

C B2

TG

:32 1.7

ST

A:

4+

.44

IN

V.

O

UT

:31

7.7

C B2

TG

:32 4.3

ST

A:

7+

.29

IN

V.

O

UT

:32

0.3

C B2

TG

:32 5.0

ST

A:

8+

.29

IN

V.

O

UT

:32

1.0

PARKING LOT A - MIDDLE ROAD PROFILE

HORIZONTAL SCALE: 1'=30'

VERTICAL SCALE: 1"=3'

1.01% -1.01%

-1.21%

-2.00%

-4.45%

1.60% 2.00%

GR

AD

E

BR

EA

K

ST

A

+0 0.0

EL

EV

.77

GR

AD

E

BR

EA

K

ST

A

+0 8.6

EL

EV

.03

GR

AD

E

BR

EA

K

ST

A

+6 1.6

EL

EV

.03

GR

AD

E

BR

EA

K

ST

A

+3 3.1

EL

EV

.22

PROPOSED

GRADE

EXISTING

GRADE

GRADE BREAK STA = 11+85.13

ELEV = 323.80

GRADE BREAK STA = 10+53.13

ELEV = 323.70

GRADE BREAK STA = 10+12.00

ELEV = 325.53

4.6

4.8

5.4

5.8

5.4

4.6

2.3

9+50

5.7

10+00

3.8

3.1

11+00

3.4

3.6

12+00

3.1

3.6

13+0014+00

D

MH

RI

M:

3.4

ST

A:

+2 3.7

IN

V.

IN

:31 8.9

0( N)

IN

V.

IN

:31

8.9 0(

E)

IN

V.

O

UT

:31

8.4

C B2

TG

:32 2.5

ST

A:

+6

1.6

IN

V.

O

UT

:31 8.5

C B2

TG

:32 2.5

ST

A:

+0

8.6

IN

V.

O

UT

:31 8.5

0 3

FEET

Feet

0 30 60

0 3

FEET

Feet

0 30 60

Know what's below.

before you dig.Call

R

NOT ALL UTILITIES ARE SHOWN ON PROFILES OR ABLE

TO BE FIELD LOCATED DURING SURVEY. THEREFORE,

ALL UNDERGROUND UTILITIES SHALL BE FIELD

VERIFIED BY THE CONTRACTOR AT TIME OF

CONSTRUCTION. ANY CONFLICTS SHALL BE BROUGHT

TO THE ATTENTION OF THE DESIGN ENGINEER AND

CONTRACTING OFFICER'S REPRESENTATIVE.

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

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EBOX

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WV

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

AutoCAD SHX Text

MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Roadway Profile Plan 'G'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS157

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PLAN VIEW SCALE: 1"=30'

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