36C24119R0104-0005006.pdf

PDF Posted Sep 5, 2019

Attached to: 631-17-002 Exterior Site Improvements
Solicitation number: 36C24119R0104
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

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36C24119R0104 0005 631-17-002_03-Layout Plans.pdf

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RIGHT-OF-WAYEASEMENT

NORTHAMPTONDEPARTMENTOFPUBLICWORKSLAYOUTNO.3697

MHD

D D

N61°18'30"E 1481.06' N81°49'18"E 690.00'

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

S2°39'17"W 439.47'

S81°26'37"W712.34'

S81°55'46"W475.92'

∆=9°26'01" R=3355.65' T=276.88' L=552.50'

CHD.=S29°14'41"E

551.88'

S24°33'13"E 176.52'

N47°49'54"W 108.74'

N4 7°

'58

0.5 0'

∆=15°07'37" R=1489.36' T=197.76' L=393.21'

CHD.=N46°08'43"W

392.07'

N53°42'32"W 89.43'

N53 °42

'32 "W

4.9

N53°42'32"W 67.08'

N52 °4

3'3 2"W

5.8

∆=40°33'56" R=767.22' T=283.54' L=543.19'

CHD.=N30°42'05"W

531.91'

N10°24'57"W 49.45'

#17

CANOPY

#30

#9A

#26 #8 #8A

#7A

#6 A

#69

#60

#4A

#12

#28

#12A

#11

#25

#1 W

-A

#1 E

-A

#1C

#23

#22

#21

#14

#13

#T11

#16 #15

#45

#47

#13S

#65

HAYDENVILLE ROAD (MA-9)

NORTH MAIN STREET

(MA-9)

NORTH MAIN STREET (MA-9)

#29

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

A B C

D E F

G H I

J K

L Know what's below.

before you dig.Call

ADDITIONAL SPACES WITHIN EXISTING PARKING AREAS:

EAST OF BUILDING 4 - 31 ADDITIONAL SPACES

BETWEEN BUILDINGS 6 & 8 - 4 ADDITIONAL SPACES

EAST OF BUILDING 8 - 16 ADDITIONAL SPACES

EAST OF BUILDING 26 - 7 ADDITIONAL SPACES (7 ADA)

NEAR BUILDINGS 9A & 30 - 4 ADDITIONAL SPACES

NEAR BUILDING 7 - 31 ADDITIONAL SPACES

NEAR BUILDING 11 - 26 ADDITIONAL SPACES

NEAR BUILDINGS 12 & 28 - 17 ADDITIONAL SPACES

NORTH OF BUILDING 2 - 4 ADDITIONAL SPACES (4 MOTORCYCLE)

TOTAL ADDITIONAL SPACES = 140

ADDITIONAL SPACES SHOWN AS NEW PARKING LOTS:

WEST OF MASSDOT PARKING (PARKING LOT A) - 171 SPACES

WEST OF BUILDING 20 (PARKING LOT B) - 174 SPACES

TOTAL ALTERNATIVE SPACES = 345

TOTAL ADDITIONAL SPACES = 485 SPACES

PARKING SUMMARY

Feet 0 150 300

AutoCAD SHX Text

SHED

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GAS

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GAS

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MET

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GAS

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MET

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GORDON H. MANSFIELD VETERANS VILLAGE

AutoCAD SHX Text

RESIDENT BUILDINGS

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VAMC

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Checked

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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

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text A

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

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 D

AutoCAD SHX Text

AutoCAD SHX Text Overall Layout Plan

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS114

AutoCAD SHX Text

RIGHT-OF-WAY EASEMENT

NORTHAMPTON DEPARTMENT OF

PUBLIC WORKS LAYOUT NO. 3697

∆=40°33'56" R=767.22' T=283.54' L=543.19'

CHD.=N30°42'05"W

531.91'

N10°24'57"W 49.45'

WETLANDS

(REGULATED)

WETLANDS

(REGULATED)

HAYDENVILLE ROAD (MA-9)

EAST FLORENCE STREET

6+00

3.1

29 SPACES

25 SPACES25 SPACES

30 SPACESPARKING LOT 'A'

TOTAL SPACES = 171

30 SPACES

32 SPACES

18' [5.5m]

24' [7.3m]

18' [5.5m]

24' [7.3m]

18' [5.5m]

6' [1.8m]

INSTALL CONC. CURB

(TOTAL FOR PARKING

LOT = 2,675 LF)

LESS A.G. CURB OF

215 LF

INSTALL DEPRESSED

CONC. CURB (25 LF)

WITH 5' CURB TAPERS

ON EACH END

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,514 SF)

[2.7m]

9' [2.7m]

24' [7.3m]

PROPOSED

PARKING LOT 'A'

R27'[R8.2m]

R2 7'

[R 8.2 m]RELOCATED

TREELINE

5' CURB

TAPER

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'A1')

R42' [R12.8m] R100' [R30.5m]

R3 0'

[R 9.1 m]

W/4" (TYP)

R25' [R7.6m]

R3'[R.9m]

[R .9m

12' [3.7m]

BITUM

PAVING

[R .9m

INSTALL ANGLED

GRANITE CURB

(APPROX. 165 LF)

HEALING

GARDEN

SNOW

STORAGE

AREA

SNOW

STORAGE

AREA

INSTALL CURB RAMP

W/ TACTILE

WARNING STRIP

BEGIN ANGLED

GRANITE CURB

END ANGLED

GRANITE CURB

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text 100'

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

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AutoCAD SHX Text Layout Plan 'A'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS115

AutoCAD SHX Text

CONC SW

BITUM PAVING

BIT

VIN

N61°18'30"E 1481.06'

N81°49'18"E

SURVEY MARKER

(BOUNDARY SURVEY

PROVIDED, SURVEY

MARKERS NOT VERIFIED)

LIGHT POLE

(TYP.)

LIGHT POLE

STOP SIGN

WETLANDS

(REGULATED)

WETLANDS

(REGULATED)

LIGHT POLE

BIT

UM PA

VIN

CONC. SW

GRANITE CURB

CONCRETE SIDEWALK

CONCRETE CURB

ONT H

ILL

ROAD

DY/4

WATE

R LI

NE GAS LI

WETLANDS

(REGULATED)

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

ISOLATED VEGETATED WETLAND

NON-JURISDICTIONAL UNDER MA

WETLANDS PROTECTION ACT

STOCK PILES

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 10,658 SF)

PAVEMENT

REPAIR AREA 'K'

W/4" (TYP)

FULL DEPTH PAVEMENT

(TOTAL FOR PARKING LOT =

APPROX. 73,744 SF)

R75'

R50' [R15.2m]

24'[7.3m]

W/4" (TYP)

29 SPACES

25 SPACES

L S

CES

= 1

SAWCUT

(APPROX. 82 LF)

6' [1.8m]

6'[1.8m]

6' [1.8m]

6' [1.

18' [5.5m] 24'[7.3m]

18'[5.5m]

9' [2.

7m ] 18'[5.5m]

24'[7.3m] 18' [5.5m]

9' [2.

[3.

18'[5.5m] 24'[7.3m]

18'[5.5m]

9' [2.

R62' [R18.9m]

MATCH CONC. W/

EDGE OF PAVEMENT

24' [7.3m]

RELOCATED

LIGHT POLE

& ELEC BOX

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,514 SF)

W/4" (TYP)

24' [7.3m]

INSTALL 6' WIDE CONC. SW

(APPROX. 2,659 SF)

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,823 SF)

MATCH NEW CONC.

TO EXISTING CONC.

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,354 SF)

INSTALL 6' WIDE

CONC. SW

(APPROX. 1,373 SF)

INSTALL CONC. CURB

(TOTAL FOR PARKING

LOT = 3,494 LF)

LIMIT OF

PAVING

SAWCUT

(APPROX. 56 LF)

LIMIT OF PAVING

SAWCUT

(APPROX. 60 LF)

LIMIT OF PAVING

MATCH NEW

CURB WITH

EXISTING CURB

5' CURB

TAPER

MATCH NEW

CURB WITH

EXISTING CURB

RELOCATED

LIGHT POLE

PAVEMENT

REPAIR

AREA 'K'

NEW

PAVEMENT

T 'B'

[R 8.2 m]

PROPOSED

PARKING LOT 'B'

6' WIDE PEDESTRIAN

CROSSING (W/6")

R100' [R30.5m]

R150' [R45.7m]

21'[6.3m]

6'[1.8m]

INSTALL

GUIDERAIL

(200 LF)

RELOCATED

TREELINE

RELOCATED

TREELINE

RELOCATED

TREELINE

24'[7.3m]

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B2')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B1')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B3')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B5')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B4')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B6')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'B7')

RELOCATED

UTILITY POLE

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

EDGE OF

PAVEMENT

INSTALL

GUIDERAIL

(143 LF)

5' CURB

TAPER

5' CURB

TAPER

MATCH NEW CONC.

TO EXISTING CONC.

R3'[R.9m]

R24' [R7.4m]

R3' [R.9m]

R15' [R4.6m]

12'[3.7m]

6' WIDE

PEDESTRIAN

CROSSING

(W/6")

12'[3.7m]

R5' [R1.5m] R5'

[R1.5m]

R3' [R.9m

R2 0'

[R 6.1 m]

R15'

[R4.6m]

R15' [R4.6m] 12'

[3.7m]

R25' [R7.6m]

R15' [R4.6m]

R15' [R4.6m]BIT

VIN

BIT

VIN

MATCH NEW CURB

WITH EXISTING CURB

MATCH NEW CURB

WITH EXISTING CURB

R25'

[R7.6m]

12' [3.7m]

BIT

VIN

BITUM

PAVING

R300' [R91.4m]

BITUM

PAVING

R8' [R2.4m]

[R 2.4 m]

R8' [R2.4m]

INSTALL ANGLED

GRANITE CURB

(APPROX. 138 LF)

INSTALL

GUIDERAIL

(60 LF)

25 SPACES23 SPACES

18'[5.5m] 24'[7.3m]

18'[5.5m]

R200' [R61m]

R100'

[R30.5m]

R3' [R.9m]

9' [2.7m]

W/4" 45° @

5' C-C (TYP)

12'[3.7m]

6' [1.8m]

12'[3.7m]

W/6" (TYP)

PEDESTRIAN

CROSSING

SNOW

STORAGE

AREA

RELOCATED

TREELINE

RELOCATED

TREELINE

W/24"

W /24"

ERADICATE DY/4"

BETWEEN STOP BARS

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

GAS

AutoCAD SHX Text

MET

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Layout Plan 'B'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS116

AutoCAD SHX Text

CONC SW CO

CONC SW

BITUM PAVING

BIT

VIN

BITUM PAVING

N81°49'18"E 690.00'

S60°10'42"E 670.00'

SURVEY MARKER

(BOUNDARY SURVEY

PROVIDED, SURVEY

MARKERS NOT VERIFIED)

LIGHT POLE

ONEWAY SIGN

YIELD/ DO NOT

ENTER SIGN

LIGHT POLE

STOP SIGN

LIGHT POLE

#22

LIGHT POLE

BOLLARDS (2)

BOLLARDS (3)

BOLLARDS (2)

BOLLARDS (7)

CONCRETE SIDEWALK

CONCRETE CURB

BOLLARDS (4)

FRONT HILL ROAD

FULL DEPTH

PAVEMENT RECONSTRUCTION

(APPROX. 929 SF)

MATCH CONC. WITH

EDGE OF PAVEMENT

R62' [R18.9m]

MATCH CONC. W/

EDGE OF PAVEMENT

24' [7.3m]

SAWCUT

(APPROX. 56 LF)

LIMIT OF PAVING

SAWCUT

(APPROX. 60 LF)

LIMIT OF PAVING

MATCH NEW

CURB WITH

EXISTING CURB

MATCH CONC. WITH

EDGE OF PAVEMENT

24'[7.3m]

INSTALL 4' WIDE

CONC. SW

(APPROX. 436 SF)

INSTALL 4' WIDE

CONC. SW

(APPROX. 146 SF)

FULL DEPTH PAVEMENT

WIDENING (APPROX. 245 SF)

REMOVE /

REPLACE

CONC.

(MATCH

WITH

EDGE OF

PAVEMENT)

EDGE OF

PAVEMENT

5' CURB

TAPER

5' CURB

TAPER

MATCH NEW CONC.

TO EXISTING CONC.

R15' [R4.6m] 12'

[3.7m]

R25' [R7.6m]

R15' [R4.6m]

12' [3.7m]

W/24"

W /24"

ERADICATE DY/4"

BETWEEN STOP BARS

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

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AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Layout Plan 'C'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS117

AutoCAD SHX Text

PUBLIC WORKS LAYOUT NO. 3697

BIT

UM PA

VIN

N52 °4

3'3 2"W

5.8

LIGHT POLE

CONC. W

WETLANDS

(REGULATED)

WETLANDS

NO WEAPONS

SIGN

FRONT HILL ROAD

BOLLARD

NORTH MAIN STREET

(MA-9)

1+00

2+00

9+95.25

FULL DEPTH PAVEMENT

(TOTAL FOR PARKING LOT =

APPROX. 59,115 SF)

29 SPACES

25 SPACES25 SPACES

30 SPACESPARKING LOT 'A'

TOTAL SPACES = 171

30 SPACES

32 SPACES

18' [5.5m]

24' [7.3m]

18' [5.5m]

24' [7.3m]

18' [5.5m]

24' [7.3m]

18' [5.5m]

6' [1.8m]

INSTALL CONC. CURB

(TOTAL FOR PARKING

LOT = 2,675 LF)

LESS A.G. CURB OF

215 LF

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,514 SF)

INSTALL 6' WIDE

CONC. SW

(APPROX. 1,812 SF)

W/4" (TYP)

9' [2.7m]

24' [7.3m]

24'

INSTALL 6' WIDE

CONC. SW

(APPROX. 3,774 SF)

TOTAL SPACES = 37

PROPOSED

PARKING LOT 'A'

R2 7'

[R 8.2 m]

R27' [R8.2m]

R100' [R30.5m]

9' [2.6m]

W/6" (TYP)

6' [1.8m]

RELOCATED

TREELINE

INSTALL 6' WIDE

CONC. SW

ADA ACCESSIBLE

(APPROX. 6,893 SF)

INSTALL STONE

PAVER PATIO

(APPROX. 1,232 SF)

INSTALL STONE

PAVER PATIO

(APPROX. 1,257 SF)

INSTALL SEAT WALL

(APPROX. 80 LF)

5' CURB

TAPER

5' CURB

TAPER

INSTALL

WHEEL

STOPS (6)

FLUSH

CURB

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'A1')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'A2')

R42' [R12.8m]

R312'

R42' [R12.8m]

R108'

R96'

[R29.3m]

R25' [R7.6m]

R100

[R 30.

R56' [R17.1m]

R100' [R30.5m]

R3 0'

[R 9.1 m]

W/4" (TYP)

[R.9m]

[R .9m

12' [3.7m]

[R .9m

R15' [R4.6m]

12' [3.7m]

BITUM

PAVING

BITUM

PAVING

BITUM

PAVING

[R .9m

HEALING

GARDEN

W/4" 45° @

5' C-C (TYP)

INSTALL CURB RAMP

W/ TACTILE

WARNING STRIP

INSTALL CURB RAMP

W/ TACTILE

WARNING STRIP

INSTALL SEAT WALL

(APPROX. 105 LF)

R20' [R6.1m]

R74'

[R22.

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text 100'

AutoCAD SHX Text 100.23'

AutoCAD SHX Text 100'

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 O

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

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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 H

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AutoCAD SHX Text S

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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 Layout Plan 'D'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS118

AutoCAD SHX Text

CONC SW

LANDSCAPE TIMBER WALL

CONC.

BITUM PAVING

BIT

VIN

BIT

UM PA

VIN

BITUM PAVING

COVERED CONC SW

X X

WOODS

BITUM PAVING

LAWN

GRAVEL BASIN ACCESS

BILCO DOOR GRAVEL ACCESS

CONC SW

CONC

E E

X X

STOP SIGN

VA WELCOME

SIGN

LIGHT POLE

(TYP.)

LIGHT POLE

STOP SIGN

CONC. W

WETLANDS

LIGHT POLE

#12

#14

BIT

UM PA

VIN

NO WEAPONS

BACK HILL ROAD

FRONT HILL ROAD

OUTER LOOP ROAD

BOLLARDS (2)

BOLLARD

BOLLARDS (2)

BOLLARDS (6)

BOLLARDS (4)

BOLLARDS (4)BOLLARDS (3)

BOLLARD

BOLLARDS (2)

CONC. SW

GRANITE CURB

DY/4

WATE

R LI

NE GAS

#29

PUMP HOUSE

GENERATOR

SMOKE STACK

LIGHT POLE

0+00 1+00

9+95.25

0+00

1+00

2+00

3+00

4+00

5+00

W/4" (TYP)

W/4" 45° @

5' C-C (TYP)

PAVEMENT

REPAIR AREA 'H'

PAVEMENT

REPAIR AREA 'H'

PAVEMENT

REPAIR AREA 'H'

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 13,854 SF)

FULL DEPTH PAVEMENT

(APPROX. 1,295 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 10,658 SF)

PAVEMENT

REPAIR AREA 'K'

(APPROX. 10,658 SF)

LIMIT OF REPAVING

TOTAL SPACES = 100

NEW SPACES = 26

TOTAL SPACES = 83

NEW SPACES = 17

INSTALL / REPLACE

CONC. CURB (300 LF)

INSTALL / REPLACE

CONC. CURB (205 LF)

INSTALL / REPLACE

CONC. CURB (238 LF)

INSTALL / REPLACE

CONC. CURB (548 LF)

INSTALL / REPLACE

CONC. CURB (324 LF)

LIMIT OF REPAVING

SAWCUT

(APPROX. 47 LF)

SAWCUT

(APPROX. 62 LF)

CONVERT ASPHALT TO LAWN

(APPROX. 930 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 32,350 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 13,527 SF)

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 1,340 SF)

FULL DEPTH

PAVEMENT

(APPROX. 1,411 SF)

FULL DEPTH

PAVEMENT WIDENING

(APPROX. 946 SF)

FULL DEPTH

PAVEMENT

(APPROX. 7,122 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 22,346 SF)

19' [5.8m]

22' [6.7m]

19' [5.8m]

14' [4.3m]

19' [5.8m]

10' [3.2m]

9'[2.7m]

14' [4.3m]

19' [5.8m]

RELOCATED

BOLLARDS (5)

FULL DEPTH PAVEMENT

(TOTAL FOR PARKING LOT =

APPROX. 59,115 SF)

29 SPACES

25 SPACES

18' [5.5m]

24' [7.3m]

18' [5.5m]

6' [1.8m]

49' [15m]

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

MATCH CONC. W/

EDGE OF PAVEMENT

MATCH CONC. WITH

EDGE OF PAVEMENT

BOLLARD

(RELOCATED)

INSTALL CONC. CURB

(APPRPOX. 294 LF)

INSTALL GUIDERAIL

(APPROX. 165 LF)

INSTALL 6' WIDE

CONC. SW

(APPROX. 284 SF)

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 1,410 SF)

INSTALL 4' WIDE

CONC. SW

(1,293 SF)

INSTALL 5' WIDE

CONC. SW

(APPROX. 128 SF)

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 210 SF)

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 199 SF)

INSTALL CURB RAMP

W/ TACTILE

WARNING STRIP

MATCH PAVEMENT

W/ EDGE OF CONC. SAWCUT

(APPROX. 70 LF)

LIMIT OF

REPAVING

SAWCUT

PAVEMENT TO

DEPTH OF 2"

SAWCUT

(APPROX. 70 LF)

LIMIT OF REPAVING

SAWCUT PAVEMENT TO DEPTH OF 2"

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 3,142 SF)

5' CURB

TAPER

5' CURB

TAPER

SAWCUT

(APPROX. 88 LF)

LIMIT OF PAVING

INSTALL 6' WIDE

CONC. SW

(APPROX. 2,514 SF)

W/4" (TYP)

9' [2.7m]

24' [7.3m]

24'

18' [5.5m]

24' [7.3m]

18' [5.5m]

9' [2.7m]

SAWCUT

(APPROX. 51 LF)

FULL DEPTH

PAVEMENT

(APPROX. 698 SF)

FULL DEPTH

PAVEMENT

(APPROX. 440 SF)

CONVERT

ASPHALT TO LAWN

(APPROX. 192 SF)

BOLLARDS (2)

5' C-C

(RELOCATED)

INSTALL 6' WIDE

CONC. SW

(APPROX. 3,774 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 31,349 SF)FULL DEPTH

RECONSTRUCTION

OF EXISTING

PAVEMENT

(APPROX. 11,107 SF)

PAVEMENT

REPAIR

AREA 'F'

PAVEMENT

REPAIR

AREA 'G'

CONVERT ASPHALT

TO LAWN (APPROX. 770 SF)

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'D3')

INSTALL 6' WIDE

CONC. SW

(APPROX. 255 SF)

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'D2')

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'D1')

INSTALL 6' WIDE

CONC. SW

(APPROX. 162 SF)

INSTALL CONC.

STAIRS WITH

HANDRAILS

(SEE DETAIL)

TIE NEW CURB

TO EXISTING CURB

TIE NEW CURB

TO EXISTING CURB

TOTAL SPACES = 37

NEW SPACES = 0

RELOCATED

LIGHT POLE

& ELEC BOX

SAWCUT

(APPROX. 16 LF)

PROPOSED

PARKING LOT 'A'

R27' [R8.2m]

R100' [R30.5m]

9' [2.6m]

W/6" (TYP)

6' [1.8m]

RELOCATED

TREELINE

INSTALL CONC. CURB

(APPROX. 496 LF)

CONVERT ASPHALT TO LAWN

(APPROX. 137 SF)

W/4" (TYP)

19' [5.8m]

22'[6.7m] 22'[6.7m]

19' [5.8m]

14' [4.3m]

19' [5.8m]

14' [4.3m]

19' [5.8m]

10' [3.2m]

9' [2.

W/4" 45° @

5' C-C (TYP)

CONVERT ASPHALT TO LAWN

(APPROX. 92 SF)

RELOCATED

UTILITY POLE

RELOCATED

LIGHT POLE

& ELEC BOX

12' [3.7m]

R15' [R4.6m]

12' [3.7m]

6' WIDE PEDESTRIAN

CROSSING (W/6")

BITUM

PAVING

14'[4.3m]

R15' [R4.6m]

R3' [R.9m]

R10'

[R3m

10'[3m]

19' [5.8m]

14' [4.3m]

22'[6.7m] 22'[6.7m]

9' [2.

10' [3.2m]

60°'

R29' [R8.8m]

12'[3.7m]

5' CURB

TAPER

5' CURB

TAPER

5' CURB TAPER

R12' [R3.7m]

R30'

[R9.1m]

R18'

[R5.5m]

R2' [R.6m

]R5'[R1.5m]

R5'

[R1.5m]R5

[R1 .5m

5' CURB

TAPER

5' CURB

TAPER

12' [3.7m]

5' CURB

TAPER

SAWCUT & INSTALL

TO NEAREST JOINT

(APPROX. 10 LF)

[7.

[3.

10' [3m]

22' [6.7m]

R5' [R1.5m]

R3' [R.9m]

R15'[R4.6m] R15' [R4.6m]

R3'[R.9m]R1 5'

[R 4.6 m]

R15'[R4.6m]

R25' [R7.6m]

R3' [R.9m

R15'

[R4.6m]

R5'[R1.5m]

14' [4.3m]

24' [7.3m]

R5'[R1.5m]

[R .9m

R15'

[R4.6m]

R15' [R4.6m]

CONVERT

ASPHALT TO LAWN

(APPROX. 225 SF)

R15' [R4.6m]

12'[3.7m]24'[7.3m]

R8' [R2.4m]

[R 2.4 m]

2' SAWCUT AT CURB

FOR INSTALLATION

9' [2.7m]

REPLACE PAINT

CROSSING (W/1'X15.6')

CONVERT

ASPHALT TO LAWN

(APPROX. 571 SF)

5' CURB

TAPERDEPRESSED

CURB (10 LF)

SAWCUT

(APPROX. 61 LF)

TIE PROP. CONC. SW

TO EXIST. CONC. SW

REPAIR/REPLACE

EXIST. CONC. SW

AS NECESSARY

5' CURBTIE PROP. CONC. SWREPLACE CROSSWALK

PAINT AS NECESARY

5' CURB

TAPER

INSTALL CONC. CURB

(APPRPOX. 420 LF)

5' CURB

TAPER

5' CURB

TAPER

DEPRESSED

CURB (5 LF)

RELOCATED

LIGHT POLE

& ELEC BOX

W/4" 45° @

5' C-C (TYP)

R29'

[R8.8m]

CONVERT TO LAWN

(APPROX. 8,787 SF)

UTILITY TRENCH &

PAVEMENT RESTORATION

RELOCATED

TREELINE

RELOCATED

TREELINE

RELOCATED

TREELINE

INSTALL

CONC. PAD

(78 SF)

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

SHED

AutoCAD SHX Text

GAS

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 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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 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 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 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 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 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 Layout Plan 'E'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS119

AutoCAD SHX Text

COVERED CONC SW

CONC SW

RET WALL

COVERED CONC SW

CONC SW

D C

C S

BRICK SW

CONC SW

LANDSCAPE TIMBER WALL

CONC SW

CONC.

CONC

BRICK SW

BIT

VIN

BITUM PAVING

COVERED CONC SW

X X

S17°40'42"E 1260.00'

CONC SW

CONC

CONC SW

CONC

COVERED CONC SW

SURVEY MARKER

(BOUNDARY SURVEY

PROVIDED, SURVEY

MARKERS NOT VERIFIED)

FF 321.86

FF 321.83

X X

STOP SIGN

#60

#12

#11

#25

OUTER LOOP ROAD

INNER LOOP ROAD

OUTER LOOP ROAD

BOLLARDS (2)

BOLLARDS (4)

BOLLARDS (2)

BOLLARDS (7)

BOLLARDS (4)

17+99.21

LIMIT OF REPAVING

SAWCUT

(APPROX. 40 LF)

MILL & OVERLAY

(APPROX. 4,850 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 20,092 SF)

FULL DEPTH PAVEMENT

PARKING EXPANSION &

ROADWAY WIDENING

(APPROX. 7,792 SF)W/4" (TYP)

TOTAL SPACES = 45

NEW SPACES = 31

SAWCUT

(APPROX. 72 LF)

4 SPACES (MOTORCYCLE)

FULL DEPTH PAVEMENT

PARKING EXPANSION

(APPROX. 485 SF)

REPAIR ANY DAMAGE TO

ADJACENT CONC. SW, ASPHALT

AND/OR LAWN IF NECESSARY

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 13,527 SF)

FULL DEPTH

PAVEMENT

(APPROX. 7,122 SF)

24' [7.3m]

RELOCATED

BOLLARDS (5)

FULL DEPTH PAVEMENT

ROADWAY WIDENING

(APPROX. 617 SF)

FULL DEPTH PAVEMENT

ROADWAY WIDENING

(APPROX. 151 SF)

EDGE OF

PAVEMENT

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

MATCH CONC. WITH

EDGE OF PAVEMENT

FULL DEPTH

PAVEMENT RECONSTRUCTION

(APPROX. 929 SF)

MATCH CONC. WITH

EDGE OF PAVEMENT

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

RELOCATED

LIGHT POLE

& ELEC BOX

MATCH CONC. W/

EDGE OF PAVEMENT

MATCH CONC. WITH

EDGE OF PAVEMENT

MATCH CONC. WITH

EDGE OF PAVEMENT

SAWCUT

(APPROX. 70 LF)

LIMIT OF

REPAVING

SAWCUT

PAVEMENT TO

DEPTH OF 2"

SAWCUT

(APPROX. 70 LF)

LIMIT OF REPAVING

SAWCUT PAVEMENT TO DEPTH OF 2"

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 3,142 SF)

FULL DEPTH

PAVEMENT

(APPROX. 698 SF)

FULL DEPTH

PAVEMENT

(APPROX. 440 SF)

CONVERT

ASPHALT TO LAWN

(APPROX. 192 SF)

8' [2.4m]

5' [1.5m]

18' [5.5m]

9' [2.7m]

FULL DEPTH PAVEMENT

ROADWAY WIDENING

(APPROX. 470 SF)

W/4" (T

YP)

18' [5.5m]

9' [2.7m]

PAVEMENT

REPAIR AREA 'A'

RELOCATED

CHAINLINK FENCE

(APPROX. 100 LF)

PAVEMENT

REPAIR

PAVEMENT

REPAIR

INSTALL CONC.

STAIRS WITH

HANDRAILS

(NEW STAIRS 'D1')

INSTALL 6' WIDE

CONC. SW

(APPROX. 162 SF)

19' [5.8m]

W/4" 45° @

5' C-C (TYP)

INSTALL 4' WIDE

CONC. SW

(APPROX. 436 SF)

INSTALL 4' WIDE

CONC. SW

(APPROX. 146 SF)

REMOVE /

REPLACE

CONC.

(MATCH

WITH

EDGE OF

PAVEMENT)

R3' [R.9m

R15' [R4.6m]

CONVERT

ASPHALT TO LAWN

(APPROX. 225 SF)

R3' [R.9m]

12' [3.7m]

SAWCUT

(APPROX. 141 LF)

SAWCUT

(APPROX. 110 LF)

[R .9m

R15' [R4.6m]

SAWCUT

(APPROX. 72 LF)

INSTALL CONC. PAD

(APPROX. 36 SF)

R2' [R.6m

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text

SHED

AutoCAD SHX Text

GAS

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 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 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 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 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 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 Layout Plan 'F'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS120

AutoCAD SHX Text

CONC. WALK

CONC. W

ALK

SIGN

BITUM PAVING

MHD

N53 °42

'32 "W

4.9

N53°42'32"W 67.08'

SURVEY MARKER

(BOUNDARY SURVEY

PROVIDED, SURVEY

MARKERS NOT VERIFIED)

WETLANDS

NO WEAPONS

SIGN

FRONT HILL ROAD

NORTH MAIN STREET

(MA-9)

NORTH MAIN STREET

(MA-9)

BM CONC. MON

N: 2954044.47 E: 335266.14

ELEV: 288.74

MILL & OVERLAY

(APPROX. 4,000 SF)

PAVEMENT

REPAIR AREA 'J'

LIMIT OF MILL & OVERLAY

TOTAL SPACES = 37

SAWCUT

(APPROX. 27 LF)

A B C

D E F

G H I

J K

MILL & OVERLAY

SITE SYMBOL - IMPROVEMENTS

FULL DEPTH PAVEMENT - RESTORATION OF EXISTING

FULL DEPTH PAVEMENT - PAVING AREA

CONCRETE WALKWAY - REPAIR / REPLACEMENT

CONCRETE / GRANITE CURB

EDGE OF PAVEMENT

PAVEMENT MARKING / STRIPING

GUARDRAIL

CONCRETE WALKWAY - WITH NEW STAIRS

DETECTABLE WARNING SURFACE

SIGN

LIGHT POLE

BOLLARD

SAWCUT LINE

Know what's below.

before you dig.Call

Feet

0 30 60

KEY MAP

1"=1,000'

AutoCAD SHX Text 100'

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 three inches = one foot

AutoCAD SHX Text 6"

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 6"

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 three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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 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

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 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 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 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 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 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 Layout Plan 'G'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS121

AutoCAD SHX Text

BITUM PAVING

CONC PAD

BILCO DOOR GRAVEL ACCESS

CONC PAD

FUEL PUMP

CONC

PAD

STOP SIGN

EXIT SIGN

BUILDING SIGN

LOT "O" SIGN

ONEWAY SIGN

WETLANDS #12

#28

NO WEAPONS

OUTER LOOP ROAD

BOLLARDS (3)

BOLLARDS (2)

BOLLARD

BOLLARDS (2)

BOLLARDS (4)

BOLLARDS (2)

NORTH MAIN STREET

(MA-9)

#29

PUMP HOUSE

PROPANE TANK

SMOKE STACK

TO REMAIN

TO BE REMOVED

AND REPLACED

4+00

5+00

6+00

7+00

8+00 9+00 9+57.08

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 30,632 SF)

W/4" (TYP)

PAVEMENT

REPAIR AREA 'D'

PAVEMENT

REPAIR AREA 'H'

PAVEMENT

REPAIR AREA 'H'

PAVEMENT

REPAIR AREA 'H'

PAVEMENT

REPAIR AREA 'H'

MILL & OVERLAY

(APPROX. 4,000 SF)

PAVEMENT

REPAIR AREA 'J'

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 13,854 SF)

FULL DEPTH PAVEMENT

(APPROX. 1,295 SF)

INSTALL / REPLACE

CONC. CURB (238 LF)

END

CONC. CURB

INSTALL / REPLACE

CONC. CURB (548 LF)

INSTALL DEP.

CONC. CURB (43 LF)

INSTALL CONC. CURB

(APPROX. 245 LF)

LIMIT OF REPAVING

LIMIT OF MILL & OVERLAY

LIMIT OF REPAVING

SAWCUT

(APPROX. 16 LF)

SAWCUT

(APPROX. 22 LF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 32,350 SF)

FULL DEPTH

RECONSTRUCTION OF

EXISTING PAVEMENT

(APPROX. 13,527 SF)

FULL DEPTH PAVEMENT

ROAD WIDENING

(APPROX. 1,340 SF)

MATCH CONC. WITH

EDGE OF PAVEMENT

MATCH CONC. WITH

EDGE OF PAVEMENT

18' [5.5m]

INSTALL / REPLACE

CONC. CURB (138 LF)

BOLLARD

(RE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 17, 2019.