36C24119R0104-0005009.pdf

11 MB Posted

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631-17-002 Exterior Site Improvements
Solicitation number
36C24119R0104
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36C24119R0104 0005 631-17-002_06-Grading Plans 1 of 2.pdf

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MA# 53668

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AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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WETLANDS

(REGULATED)

WETLANDS

(REGULATED)

HAYDENVILLE ROAD (MA-9)

EAST FLORENCE STREET

UNDERGROUND ELEC.

RELOCATED

TREELINE

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[R 9.1 m]

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STORAGE

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WATER MAIN

(APPROX. 145 LF)

RELOCATED

FIRE HYDRANT

REMOVE / ABANDON PORTION OF

ELECTRIC WITHIN BUILDING DEMO AREA

(AS NECESSARY)

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DMH50

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WATER QUALITY UNIT

RIM:321.8

CB201

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FES50

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HEALING GARDEN

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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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(REGULATED)

WETLANDS

(REGULATED)

CB117

DMH026

CB111

INV016

DMH027

CB116

INV006INV007

CB084

CB081

INV008

DMH

CB080

CB079

INV009

DMH016

DMH59A

LIGHT POLE

BIT

UM PA

VIN

G

UNDERGROUND ELEC.

CONC. SW

GRANITE CURB

CONCRETE SIDEWALK

CONCRETE CURB

FR

ONT H

ILL

ROAD

TRANSFORMER

PADS

CONCRETE PAD AND

STEAM MANHOLE

TRANSFORMER

PAD

DY/4"

WATE

R LI

NE GAS LI

NE WATER QUALITY

STRUCTURE

(STORMCEPTOR)

STORMWATER

CHANNEL

CULVERT

WETLANDS

(REGULATED)

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

STOCK PILES

PEDESTRIAN

CROSSING

SNOW

STORAGE

AREA

ADJUST MH RIM

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

RELOCATED

WATER MAIN

(APPROX. 145 LF)

RELOCATED

FIRE HYDRANT

REPAIR BROKEN STEAM

PIPE (AS NECESSARY)

FILL HOLE TO BRING TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

lowpoint

REPAIR BROKEN STEAM

PIPE (AS NECESSARY)

FILL HOLE TO BRING TO GRADE

TRANSFORMER PAD

TO BE PROTECTED

DURING CONSTRUCTION

STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

CB205

TG:325.0

CB206

TG:324.3

CB218

TG:349.2

DMH56

RIM:349.4

S

D

S

D

S

D

S

D

FES3

INV. 334.00

CB219

TG:360.9

S

D

S

D

S

D

S

D

CB215

TG:353.1

DMH54

RIM:341.3

CB214

TG:346.4

CB213

TG:341.4

OCS-2

TG:336.0

FES4

INV. 332.50

S

D

S

D

DMH57

RIM:366.2

FES6

INV. 353.00

S

D

S

D

DMH58

RIM:354.7

FES5

INV. 333.00

S

D

S

D

CB210

TG:332.5

WQU-3

CDS 1515-3

WATER QUALITY UNIT

RIM:332.4

S

D

S

D

S

D

CB209

TG:332.0

30'

LEVEL SPREADER

[9.1m]

LE

VE

L S

PR

EA

DE

R [9

.1m

BIORETENTION BASIN 'B'

BOTTOM ELEV.=334.00

BERM ELEV. =337.00

S

D

DMH55

RIM:346.2

CB217

TG:357.0

S

D

CB216

TG:349.6

CB212 - NO SUMP

TG:341.1

S

D

S

D

S

D

S

D

CB211

TG:339.5

S

D

LS 2

30' LONG LEVEL SPREADER

(INCLUDING OUTFALL STILLING BASIN)

INV=326.0

FABRIC UNDERLAY CAP ELEV=327.0

LS 3

30' LONG LEVEL SPREADER

INCLUDING OUTFALL STILLING BASIN

INV=327.0

(REFER TO DETAIL)

20' LONG 10' WIDE

EMERGENCY OVERFLOW

ELEV.=336.5

6" PERFORATED PVC PIPE

UNDERDRAIN ELEV.=331.50

BOTTOM OF STONE BED ELEV.=331.00

CB220

TG:334.6

S

D

S

D

S

D

S

D

DMH74

RIM:347.3

S

D

DMH73

RIM:348.7

S

D

S

D

S

D

WQU-9

VORTSENTRY HS36

WATER QUALITY UNIT

TG:377.5

DMH60

RIM:358.6

S

D

S

D

S

D

SD

SD

SD

S

D

S

D

DMH59

RIM:382.2

WQU-11

VORTSENTRY HS36

WATER QUALITY UNIT

RIM:400.0

WQU-4

CDS 2020-5

WATER QUALITY UNIT

RIM:341.0

DMH58A

RIM:361.9

S

D

S

D

S

DFES4-A

INV. 332.50

RIP RAP

APRON (TYP.)

RIP RAP

APRON (TYP.)

RIP RAP

APRON (TYP.)

REFER TO DETAIL SHEETS FOR

ADDITIONAL INFORMATION FOR

THE LEVEL SPREADER, BERM,

OUTLET CONTROL STRUCTURE,

FLARED END SECTIONS, RIPRAP,

EMERGENCY SPILLWAY, BASIN SECTION

& CONSTRUCTION GUIDELINES

HW4A

INV.335.00

CONSTRUCT LEVEL SPREADER

AT LEVEL GRADE TO ENSURE

EVEN DISTRIBUTION OF

STORMWATER DISCHARGE

(ADJUST GRADE AS NECESSARY)

CONSTRUCT LEVEL SPREADER

AT LEVEL GRADE TO ENSURE

EVEN DISTRIBUTION OF

STORMWATER DISCHARGE

(ADJUST GRADE AS NECESSARY)

ST

ORM

RU

N

(PI

PE

/ S

TR

UC

TU

RE

S)

(BY

O

TH

ER

S)

V

E

T

E

R

A

N

S

W

A

Y

A B C

D E F

G H I

J K

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

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

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AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text W

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GAS

AutoCAD SHX Text

MET

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EBOX

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EBOX

AutoCAD SHX Text E

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AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

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 H

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WV

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WV

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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

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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

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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

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AutoCAD SHX Text U

AutoCAD SHX Text S

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AutoCAD SHX Text T

AutoCAD SHX Text S

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AutoCAD SHX Text R

AutoCAD SHX Text O

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AutoCAD SHX Text E

AutoCAD SHX Text S

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AutoCAD SHX Text O

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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 Grading & Utility 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

CS136

AutoCAD SHX Text

CONC SW CO

NC

SW

CONC SW

CONC SW

CO

NC

SW

CONC SW

CONC SW

CO

NC

RE

TE

CONC SW

BITUM PAVING

BITUM PAVING

BITUM PAVING

BITUM PAVING

BIT

UM

PA

VIN

G

BITUM PAVING

C

E

E C

E E

E

C

S

S

W V

W V

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VENT

S

WV

WV

S

WV

W V

MH

PIPE

VENT

W V

S

WV

W V

S

ST

MH

ST

BURIED

(GRAVEL)

MANHOLEEXHAUST

SMH

S

SMH64

E

SMH62

SMH63

SMH19

SMH39

SMH35

SMH

SMH38

SMH37

SMH18

SMH15

SMH16

SMH17

SMH25

C

ST

E

E

S

E

D D

S

S

E

WV

E

S S

S

S

S

S

E

WV

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E

S S

S

S

W V

E

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

E

X

CB080

CB079

INV009

DMH016

DMH59A

CB067

CB066

INV003

CB063

CB064

W

A

E

A

C

#22

LIGHT POLE

LIGHT POLE

LIGHT POLE

TRANSFORMER

PAD

S

HEADWALL 6" TERRACOTTA PIPE

CONCRETE SIDEWALK

CONCRETE CURB

WATER QUALITY

STRUCTURE

(STORMCEPTOR)

FRONT HILL ROAD

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

ADJUST MH RIM

ELEV. TO GRADE

(AS NECESSARY)

STORM PIPE CONSTRUCTION

SHALL BE COORDINATED

WITH VAMC & ENGINEER

S

D

S

D

WQU-11

VORTSENTRY HS36

WATER QUALITY UNIT

RIM:400.0

STORM RUN

(PIPE / STRUCTURES)

(BY OTHERS)

V

E

T

E

R

A

N

S

W

A

Y

A B C

D E F

G H I

J K

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

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 Y

AutoCAD SHX Text D

AutoCAD SHX Text H

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 Y

AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

WV

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

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

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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

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AutoCAD SHX Text H

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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 Grading & Utility 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

CS137

AutoCAD SHX Text

BIT

UM PA

VIN

G

GV

GV

D

D

E

LIGHT POLE

LIGHT POLE

LIGHT POLE

CONC. W

AL

K

WETLANDS

(REGULATED)

WETLANDS

DMH018

INV010

DMH

NO WEAPONS

SIGN

FRONT HILL ROAD

BOLLARD

NORTH MAIN STREET

(MA-9)

CB

CB

INV

INV

INV

RELOCATED

TREELINE

R42' [R12.8m]

R312'

R42' [R12.8m]

R108'

R96'

[R29.3m]

R25' [R7.6m]

R100

[R 30.

5m

R56' [R17.1m]

R100' [R30.5m]

R3 0'

[R 9.1 m]

R20' [R6.1m]

R74'

[R22.

4m

RELOCATED

WATER MAIN

(APPROX. 145 LF)

S

D

S

D

SD

S

D

S

D

S

D

S

D

S

D

S D

CB205

TG:325.0

CB206

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

OCS-1

TG:317.2

CB208

TG:316.7

CB207

TG:316.75

FES51

INV. 316.00

FES50

INV. 316.00

30'

LEVEL SPREADER

[9.1m]

HEALING GARDEN

BIORETENTION BASIN 'A'

BOTTOM ELEV.= 316.00

BERM ELEV. = 318.00

8" NON-PERFORATED PVC PIPE

20' LONG 10' WIDE

EMERGENCY OVERFLOW

ELEV.=317.5

6" PERFORATED PVC PIPE

UNDERDRAIN ELEV.=313.50

BOTTOM OF STONE BED ELEV.=313.00

LS 1

30' LONG LEVEL SPREADER

(INCLUDING OUTFALL STILLING BASIN)

INV IN=310.0

(REFER TO DETAIL)

RIP RAP

APRON (TYP.)

REFER TO DETAIL SHEETS FOR

ADDITIONAL INFORMATION FOR

THE LEVEL SPREADER, BERM,

OUTLET CONTROL STRUCTURE,

FLARED END SECTIONS, RIPRAP,

EMERGENCY SPILLWAY, BASIN SECTION

& CONSTRUCTION GUIDELINES

CURB

CUT

STONE BED & PERFORATED PIPE

SHALL EXTEND UNDER THE RAISED

PAVER PATIO AREA

RIP RAP

APRON (TYP.)

CONSTRUCT LEVEL SPREADER

AT LEVEL GRADE TO ENSURE

EVEN DISTRIBUTION OF

STORMWATER DISCHARGE

(ADJUST GRADE AS NECESSARY)

V

E

T

E

R

A

N

S

W

A

Y

A B C

D E F

G H I

J K

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

TBOX

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100.23'

AutoCAD SHX Text 100.23'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100'

AutoCAD SHX Text

WV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

WV

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

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

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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

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

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AutoCAD SHX Text Grading & Utility Plan 'D'

AutoCAD SHX Text

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS138

AutoCAD SHX Text

CONC SW

CONC SW

CONC SW

CONC SW

CONC SW

CONC SW

CONC SW

CONC SW

LANDSCAPE TIMBER WALL

CONC.

CO

NC

RE

TE

COVERED CONC SW

C

E

C

C

GV

WV

WV

GV

S

X X

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W V

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GV

GV

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SMH21

SMH

SMH22

SMH27SMH28

SMH29

SMH30

SMH9

SMH8

SMH7

SMH6

SMH5

SMH4

SMH3

SMH45 SMH SMH4

SMH34

ST

WOODS

LAWN

LAWN

GRAVEL BASIN ACCESS

S

BILCO DOOR GRAVEL ACCESS

CONC SW

CONC

CONC

D

D

E E

E

E

S

CB072

T/G: 399.15

INV IN:393.66

INV. OUT: 397.80

DMH015

RIM: 398.58

INV IN:392.40

INV. OUT: 391.83

X

X

X

X

X

X X

S

S

S

S

S

E

WV

WV

WV

WV

WV

D

D

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D

WV

W V

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VS

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EW

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DWV

D

S

D

D

E

D D

D S

ST

ST

D

S

W V W

V W

V

WV

W V

S

E

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

(TYP.)

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

D

ST

ST

ST

CONC. W

AL

K

WETLANDS

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

DMH026

CB111

CB112

INV016

DMH027

INV006INV007

CB084

INV009

DMH016

DMH59A

CB076

CB095

CB074

CB075

DMH014 CB073

CB068

INV004

CB070

CB069

INV005

DMH019

CB006

CB007

DMH001

CB

INV010

CB096

CB010

CB097

DMH

CB009

CB114

DMH029

DMH002

DMH

DMH028

CB113

CB012

CB011

#12

A

#14

BIT

UM PA

VIN

G

STORMWATER

BASIN

WV

BACK HILL ROAD

FRONT HILL ROAD

OUTER LOOP ROAD

D

CO

CO

CONC. SW

GRANITE CURB

DY/4

WATE

R LI

NE GAS

LI

NE

STORMWATER BASIN

EMERGENCY

SPILLWAY

ELEV=339.70

STORMWATER

CHANNEL

STORMWATER

CHANNEL

STORMWATER

CHANNEL

STORMWATER

CHANNEL

STORMWATER

DIVERSION

CHANNEL

STORMWATER

RIPRAP CHANNEL

OUTLET CONTROL

STRUCTURE

(TOP OF CONC.

AVG. ELEV.=338.20)

24" HDPE

(SECONDARY

OUTLET)

WATER QUALITY

STRUCTURE

(STORMCEPTOR)

WATER QUALITY

STRUCTURE

(STORMCEPTOR)

SEDIMENT

FOREBAY

STORMWATER

CHANNEL

RIPRAP INLET

STORMWATER

DIVERSION

CHANNEL

STORMWATER

CHANNEL

STORMWATER

CHANNEL

24" HDPE

(PRIMARY OUTLET)

INV.=335.00

DMH

RIPRAP INLET

STORMWATER

CHANNEL

DMH

DMH

INV

INV

CB

CB

INV

INV

#29

PUMP HOUSE

GENERATOR

SMOKE STACK

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

RIPRAP

TRANSFORMER

PAD

INV

INV

CB

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

UTILITY POLE

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH

RIM ELEV.

TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

CONVERT STRUCTURE TOP

FROM GRATE TO MANHOLE RIM

(ADJUST TO GRADE)

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEVATION TO

FINISHED GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST VALVE

ELEV. TO GRADE

ADJUST MH

RIM ELEV.

TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

(CLEAN CATCH BASIN) ADJUST INLET GRATE

ELEV. TO GRADE

(CLEAN CATCH BASIN)

ADJUST MH RIM

ELEV. TO GRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST VALVE

ELEV. TO GRADE

FIRE HYDRANT TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

ADJUST INLET GRATE

ELEV, TOGRADE

ADJUST MH RIM

ELEV. TO GRADE

ADJUST INLET GRATE

ELEV. TO GRADE

REPLACE WITH SAME SIZE

HDPE PIPE IF EXISTING PIPE IS

DAMAGED / DETERIORATED

RELOCATED

WATER MAIN

(APPROX. 145 LF)

REMOVE INLET &

ASSOCIATED PIPE

(AS NECESSARY)

RELOCATE ELECTRIC BOX

(IF IN CONFLICT WITH PAVING)

DEPTH OF STEAM PIPE UNKNOWN.

REMOVE & RELOCATE ANY

PORTION OF THE EXISTING

STEAM PIPE THAT DOES NOT

MAINTAIN A MINIMUM COVER

ERODED CHANNEL

TO BE REPAIRED

ERODED CHANNEL

TO BE REPAIRED

PROTECT EXISTING

TRANSFORMER PADS

DURING CONSTRUCTION

RELOCATE EXISTING

UTILITIES AS NECESSARY

TO INSTALL STORM PIPE

AND FINISHED GRADES

CB205

TG:325.0

CB206

TG:324.3

CB225

TG:335.6

REPLACE INLET GRATE

WITH MH CONVERSION LID

S

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D

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D

S

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S

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WQU-9

VORTSENTRY HS36

WATER QUALITY UNIT

TG:377.5

DMH60

RIM:358.6

DMH61

RIM:351.5

DMH62

RIM:343.9

S

D

S

D

S

D

SD

SD

SD

S

D

S

D

DMH59

RIM:382.2

WQU-10

VORTSENTRY HS36

WATER QUALITY UNIT

TG:394.7

WQU-11

VORTSENTRY HS36

WATER QUALITY UNIT

RIM:400.0

S

D

S

D

SD

SD

S D

SD

SD

S D

REMOVE EXISTING

INLETS AND PIPES

CB221

TG:391.6

CB222 (DOUBLE GRATE)

TG:387.5

DMH64

RIM:390.2

WQU-12

CDS 3025-6

WATER QUALITY UNIT

RIM:388.0

DMH65

RIM:376.1

DMH66

RIM:357.9

DMH67

RIM:347.9

S

D

S

D

S

D

S D

S D

S

D

S

D

S

D

S

D

S

D

S

D

S

D

WQU-13

VORTSENTRY HS36

WATER QUALITY UNIT

TG:385.2

DMH63

RIM:394.0

WQU-14

VORTSENTRY HS36

WATER QUALITY UNIT

TG:381.5

DMH71

RIM:367.7

DMH72

RIM:364.2

DMH70

RIM:355.2 DMH69

RIM:370.4

DMH68

RIM:387.6

CB223

TG:392.5

S

D

DMH72A

RIM:357.7

RIP RAP

APRON

FES-ED-1

INV. 335.00

FES-ED-2

INV. 335.00

RIP RAP

APRON

FES-ED-3

INV. 335.00

CURB

CUT

ALL EXISTING UNDERDRAIN

SHALL BE CONNECTED TO AND

DISCHARGE TO PROPOSED

STORMWATER STRUCTURES

(TO BE COORDINATED

DURING CONSTRUCTION)

CONNECT EXISTING

STORM PIPE TO

PROPOSED STORM

STRUCTURE

ADJUST TOP OF OCS

APPROX. 0.3± TO

ELEV.=338.50

STORM RUN

(PIPE / STRUCTURES)

(BY OTHERS)

(TO BE REPAIRED)

V

E

T

E

R

A

N

S

W

A

Y

A B C

D E F

G H I

J K

STORMWATER BASIN INFILTRATION SURFACE

MAJOR CONTOUR (5')

SD

MAJOR CONTOUR (1')

STORM SEWER PIPE

STORM SEWER STRUCTURES

SUBSURFACE STONE BED

SITE SYMBOL - IMPROVEMENTS

WATER LINE

WATER VALVE

HYDRANT, FIRE

SANITARY SEWER LINE

UTILITY, SANITARY MANHOLE

Know what's below.

before you dig.Call

R

Feet

0 30 60

KEY MAP

1"=1,000'

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SHED

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GAS

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EBOX

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EBOX

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EBOX

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TBOX

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EBOX

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EBOX

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100' CITY OF NORTHAMPTON

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100' CITY OF NORTHAMPTON

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WV

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12" RCP

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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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

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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

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

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AutoCAD SHX Text Grading & Utility 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

CS139

AutoCAD SHX Text

06_Grading_Plan-CS134 Overall Grading Plan
Sheets and Views
CS134 Overall Grading Plan
06_Grading_Plan-CS135 Grading & Utility Plan 'A'
Sheets and Views
06_Grading_Plan-CS135 Grading & Utility Plan 'A'
06_Grading_Plan-CS136 Grading & Utility Plan 'B'
Sheets and Views
06_Grading_Plan-CS136 Grading & Utility Plan 'B'
06_Grading_Plan-CS137 Grading & Utility Plan 'C'
Sheets and Views
06_Grading_Plan-CS137 Grading & Utility Plan 'C'
06_Grading_Plan-CS138 Grading & Utility Plan 'D'
Sheets and Views
06_Grading_Plan-CS138 Grading & Utility Plan 'D'
06_Grading_Plan-CS139 Grading & Utility Plan 'E'
Sheets and Views
06_Grading_Plan-CS139 Grading & Utility Plan 'E'

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