36C24119R0104-0005021.pdf

8 MB Posted

Attached to
631-17-002 Exterior Site Improvements
Solicitation number
36C24119R0104
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36C24119R0104 0005 631-17-002_16-Concrete Repair Plans.pdf

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CONC SW

BITUM PAVING

BITUM PAVING

ONEWAY SIGN

YIELD/ DO NOT

ENTER SIGN

TH

TH

CONC STORMWATER

CHANNEL

STAIRS

FLAGPOLE

#1

#1C

#1W-A

#1

REMOVE BITUM SW (APPROX 155 SF)

INSTALL 4' WIDE CONC SW (APPROX 145 SF)

(MATCH GRADE)

REMOVE & INSTALL

4' WIDE CONC SW.

MAINTAIN EXISTING

JOINT LOCATIONS

(MATCH GRADE)

(APPROX 95 SF)

INSTALL NEW EXPANSION JOINT AT ROAD

PER DETAIL (MATCH GRADE)

LIMIT OF SW REPLACEMENT

REPAIR ANY DAMAGE TO CONC STORM CHANNEL.

INSTALL EXPANSION JOINT ALONG BUILDING AND

LIMIT OF REPAIR (MATCH GRADE)

REPAIR SURFACE CRACKING PER

LEVEL 1 CONCRETE CAP REPAIR

DETAIL (INCLUDE OVERLAY FINISH)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONC WALL

TH-29 (WALKWAY NORTH OF BLDG 1)

TH-30 (FLAGPOLE)

TH-28 (WALKWAY NORTH OF BLDG 1)

TH

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED & STABILIZED

AROUND DISTURBED AREA AS NECESSARY

LIGHT POLE

N

M

A

I

S

T

V

E

T

E

R

A

W

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

Know what's below.

before you dig.Call

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Feet

0 10 20

KEY MAP

1"=500'

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

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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 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

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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

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

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Concrete Repair 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

CS205

AutoCAD SHX Text

AutoCAD SHX Text

S S

S

S

S

S S

S

S

YIELD/ DO NOT

ENTER SIGN

TH

CONC STORMWATER

CHANNEL

STAIRS

CONC STORMWATER

CHANNEL

STAIRS

RAISED CONC LANDING

STAIRS

#1

#1

#1E-A

CONC PATIO

REMOVE CONC PAD

(APPROX 40 SF)

INSTALL CONC PAD

(APPROX 25 SF)

REMOVE BITUM SW (APPROX 380 SF)

INSTALL 4' WIDE CONC SW (APPROX 410 SF)

(MATCH GRADE)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

TH-37 (WALKWAY NORTH OF BUILDING 1)

TH

INSTALL NEW EXPANSION JOINT

AT ROAD (MATCH GRADE)

LIMIT OF SW REPLACEMENT

REPAIR ANY DAMAGE TO CONC STORM CHANNEL.

INSTALL EXPANSION JOINT ALONG BUILDING AND

LIMIT OF REPAIR (MATCH GRADE)

TH-38 (CONCRETE PAD AT STAIRS EAST SIDE BUILDING 1)

SANITARY MANHOLE

SANITARY MANHOLE

BOLLARDS

LIGHT POLE

BOLLARDS

SANITARY MANHOLE

LIGHT POLE

REMOVE & INSTALL 5' WIDE

CONC SW (APPROX 50 SF)

CONC WALL

CONC WALL

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

REMOVE ANY CONC /

ASPHALT DEBRIS.

AREA TO BE TOPSOILED,

SEEDED & STABILIZED

AROUND DISTURBED

AREA AS NECESSARY

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

INSTALL NEW EXPANSION JOINT

AT ASPHALT (MATCH GRADE)

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

Know what's below.

before you dig.Call

R

Feet

0 10 20

KEY MAP

1"=500'

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

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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

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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

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

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AutoCAD SHX Text T

AutoCAD SHX Text H

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AutoCAD SHX Text M

AutoCAD SHX Text A

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AutoCAD SHX Text C

AutoCAD SHX Text H

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AutoCAD SHX Text S

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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

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AutoCAD SHX Text Concrete Repair 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

CS206

AutoCAD SHX Text

CO

NC

RE

TE

BIT

UM

PA

VIN

G

BITUM PAVING

BITUM PAVING

WOODS

BOLLARDS (2)

BOLLARDS (7)

TH

TH

TH

LOADING DOCK

CONC STORMWATER

CHANNEL

CONC STORMWATER

CHANNEL

CONC STORMWATER

CHANNEL

BITUM SW

PERIMETER FENCE

FOR TANK STORAGE

#11

FENCE POST

GRASS EMBANKMENT

CONC WALL

CONC WALL

REMOVE & INSTALL

4' WIDE CONC SW.

MAINTAIN EXISTING

JOINT LOCATIONS

(MATCH GRADE)

(APPROX 95 SF)

REMOVE BITUM SW (APPROX 400 SF)

REMOVE 5' WIDE CONC SW (APPROX 615 SF)

INSTALL 5' WIDE CONC SW (APPROX 1,015 SF)

INSTALL JOINTS PER CONC SW DETAIL

(MATCH GRADE)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

REMOVE BITUM BANK (APPROX 130 SF)

ADD TOPSOIL, SEED & STABILIZE

REPAIR STAIRS & REFURBISH

LANDING PER REPAIR DETAIL

REMOVE AND INSTALL 5' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(MATCH GRADE) (APPROX 435 SF)

INSTALL EXPANSION JOINT

AT ROAD (MATCH GRADE)

REMOVE & INSTALL FLUSH CONC PAD

(APPROX. 90 SF)

REMOVE & INSTALL 11' WIDE CONC RAMP

(APPROX 205 SF)

LIMIT OF CONC REPLACEMENT.

INSTALL NEW EXPANSION JOINT AT ROAD

& EXISTING PAD (MATCH GRADE)

LIMIT OF CONC SW REPLACEMENT

REMOVAL TO BEGIN AND END AT EXISTING

JOINTS. INSTALL NEW EXPANSION JOINT AT

NEW JOINTS (MATCH GRADE) (TYP.)

TH-27 (CONC. PAD & RAMP)

TH-26 (WALKWAY NORTH OF BLDG 11)

TH-25 (WALKWAY WEST OF BLDG 11)

INSTALL EXPANSION JOINT

AT ROAD (MATCH GRADE)

INSTALL EXPANSION JOINT

AT ROAD (MATCH GRADE)

FIRE MAIN

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

BITUM EMBANKMENT

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

BOLLARDS (4)

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

CONC SW

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

LIMIT OF CONC SW REPLACEMENT

REMOVAL TO BEGIN AND END AT EXISTING

JOINTS. INSTALL NEW EXPANSION JOINT AT

NEW JOINTS (MATCH GRADE) (TYP.)

TH

Know what's below.

before you dig.Call

R

Feet

0 10 20

KEY MAP

1"=500'

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FENCE

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

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

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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 Concrete Repair 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

CS207

AutoCAD SHX Text

CONC SW

BITUM PAVING

E

WV

WV

WV

S

SMH64

TH

LOADING DOCK

BRICK PILLARS

BRICK PILLARS

#63

#1

#11

STAIRS

RAMP

STAIRS

RAMP

TH

36 WATER VALVES (2)

BOLLARDS (2)

FIRE DEPT CONNECTIONS (2)

BRICK KNEE WALL

BRICK WALL BRICK WALL

REMOVE AND INSTALL CONC LOADING AREA.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 385 SF)

REPAIR CONC STAIRS & STAIR

SURFACE WHERE NECESSARY

PER REPAIR DETAIL

REMOVE AND INSTALL CONC

LOADING AREA. MAINTAIN

EXISTING JOINT LOCATIONS

(APPROX 1,750 SF) (MATCH GRADE)

REPAIR ANY DAMAGE TO CONC SW THAT

MAY OCCUR DURING DEMOLITION OF

BUILDING 63

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

LIMIT OF CONC SW REPLACEMENT

REMOVAL TO BEGIN AND END AT EXISTING

JOINTS. INSTALL NEW EXPANSION JOINT AT

NEW JOINTS (MATCH GRADE) (TYP.)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

LIMIT OF CONC SW REPLACEMENT

REMOVAL TO BEGIN AND END

AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT

AT JOINTS, ALONG BUILDING, BRICK

PILLARS & KNEE WALL (MATCH GRADE)

LIMIT OF CONC SW REPLACEMENT REMOVAL

TO BEGIN AND END AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT AT NEW

JOINTS, BUILDINGS, STAIRS, CONC

STRUCTURES , PILLARS, BOLLARDS & ROAD

(MATCH GRADE)

TH-35 (LOADING AREA SOUTH SIDE BLDG 1)

TH-36 (AMBULANCE LOADING AREA SOUTH SIDE BLDG 1)

CATCH BASIN GRATE

STORM MANHOLE

STORM MANHOLE

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

STAIRS

AMBULANCE LOADING RAMP

(SLOPE ± 6%)

PILLARS (2)

RAILING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

PILLARS (2)

REMOVE AND INSTALL 8' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 158 SF)

LIMIT OF CONC SW REPLACEMENT REMOVAL

TO BEGIN AND END AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT AT NEW

JOINTS, BUILDINGS, STAIRS, CONC

STRUCTURES , PILLARS, BOLLARDS & ROAD

(MATCH GRADE)

REPAIR SURROUNDING SURFACE

CRACKING PER CONCRETE CAP

LEVEL 2 REPAIR DETAIL,

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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 B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

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 Concrete Repair 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

CS208

AutoCAD SHX Text

RET WALL

D

D

TH

CONC STORMWATER

CHANNEL

RAISED CONC LANDING

STAIRS

STAIRS

RAISED CONC WALK

#1

CONC PATIO

#25

STAIRS

STAIRS

STAIRS

RA

IS

ED

C

ON

C

W

AL

K

AMBULANCE LOADING RAMP

(SLOPE ± 6%)

PILLARS (2)

RAILING

GRANITE CURB

KNEE WALL

KNEE WALL

GRANITE CURB

CONC WALL

CONCRETE WALL

REMOVE & INSTALL 4' WIDE

CONC PAD (APPROX 16 SF)

REPAIR ASPHALT AS

NECESSARY (MATCH GRADE)

REMOVE CONC PAD

(APPROX 40 SF)

INSTALL CONC PAD

(APPROX 25 SF)

REMOVE AND INSTALL 8' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 80 SF)

INSTALL EXPANSION JOINT

AT STAIRS

REPAIR ANY DAMAGE TO CONC

STORM CHANNEL AS NECESSARY

REPAIR PER DETAIL

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

REMOVE BITUM SW (APPROX 380 SF)

INSTALL 4' WIDE CONC SW (APPROX 410 SF)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

REPAIR SURROUNDING SURFACE

CRACKING PER CONCRETE CAP

LEVEL 2 REPAIR DETAIL,

AS NECESSARY

(APPROX 24 SF)

REMOVE & INSTALL CONC

LOADING AREA (APPROX 477 SF)

INSTALL NEW EXPANSION JOINT

AT JOINTS, ROAD, & ALONG

BUILDING (MATCH GRADE)

PILLARS (2)

REMOVE AND INSTALL 8' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 158 SF)

TH

TH-39 (CONC LOADING AREA EAST SIDE BLDG 1)

TH-40 (CONC PAD NORTH SIDE BLDG 25)

TH

TH

TH

TH-61 (COVERED WALKWAY NORTH BLDG 2)

INSTALL DEPRESSED CURB

AT LOADING ENTRANCE

(APPROX 115 LF)

TH-39 (DEPRESSED CURB AT LOADING ENTRANCE)

INLET GRATE

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AS NECESSARY

RAISED CONC

LOADING DOCK

LIMIT OF CONC SW REPLACEMENT REMOVAL

TO BEGIN AND END AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT AT NEW

JOINTS, BUILDINGS, STAIRS, CONC

STRUCTURES , PILLARS, BOLLARDS & ROAD

(MATCH GRADE)

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

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AutoCAD SHX Text Drawing Title

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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

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text A

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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

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AutoCAD SHX Text Concrete Repair 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

CS209

AutoCAD SHX Text

BRICK SW

LANDSCAPE TIMBER WALL

CONC

BRICK SW

X

X

X

X

COVERED CONC SW

OUTER LOOP ROAD

TH

TH

TH

TH

#11

#12A

GRASS EMBANKMENT

CONC STORMWATER

CHANNEL

CONC WALL

REMOVE & INSTALL

4' WIDE CONC SW

(APPROX 30 SF)

REPAIR STAIRS

PER NOSING

REPAIR DETAIL

REMOVE AND INSTALL 4' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 290 SF)

LIMIT OF CONC SW REPLACEMENT

REMOVAL TO BEGIN AND END AT EXISTING

JOINTS. INSTALL NEW EXPANSION JOINT AT

JOINTS, BUILDING & STAIRS (MATCH GRADE)

REMOVE AND INSTALL 5' WIDE CONC

SW. MAINTAIN EXISTING JOINT

LOCATIONS (APPROX 383 SF)

TH-25 (WALKWAY WEST OF BLDG 11)

TH-23 (WALKWAY SOUTH OF BLDG 11)

TH-66 (WALKWAY WEST OF BLDG 3)

INSTALL EXPANSION JOINT

AT ROAD (MATCH GRADE)

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

INSTALL

EXPANSION JOINT

AT ROAD.

REPAIR DAMAGE

TO ASPHALT AS

NECESSARY

(MATCH GRADE)

REMOVE 5' WIDE CONC SW

(APPROX 615 SF)

INSTALL 5' WIDE CONC SW

(APPROX 1,015 SF)

MAINTAIN EXISTING JOINT

LOCATIONS

(MATCH GRADE)

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

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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

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

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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 Concrete Repair Plan 'F'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS210

AutoCAD SHX Text

COVERED CONC SW

CONC SW

CO

VE

RE

D C

ON

C S

W

CONC SW

CONC SW

CONC SW

CONC SW

BITUM PAVING

COVERED CONC SW

S

E

D

D

S

S

S

LIGHT POLE

LIGHT POLE

LIGHT POLE

D

STOP SIGN

INNER LOOP ROAD

TH

TH

TH

TH

TH

TH

TH

#11

#3

#60

CONC STORMWATER CHANNEL

CONC STORMWATER

CHANNEL

STAIRS

CONC WALL

WATER VALVE

BOLLARD

BOLLARD

LIGHT

WATER VALVE

(ABOVE GROUND)

LIGHT

CONC WALL

DRAIN

LIMIT OF CONC SW

REPLACEMENT

REMOVE AND INSTALL 8'

WIDE CONC SW.

MAINTAIN EXISTING JOINT

LOCATIONS (MATCH GRADE)

(APPROX 146 SF)

REMOVE AND INSTALL 4' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 290 SF)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

LIMIT OF CONC SW

REPLACEMENT

REMOVE & INSTALL 5' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(MATCH GRADE) (APPROX 483 SF)

REMOVE & INSTALL 2' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 24 SF)

REMOVE & INSTALL CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(MATCH GRADE) (APPROX 25 SF)

REPAIR DAMAGE TO

SONOTUBES

(IF NECESSARY)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

REPAIR SURFACE CRACKING

PER LEVEL 1 CONCRETE CAP

REPAIR DETAIL

(INCLUDE OVERLAY FINISH)

(APPROX 52 SF)

REPAIR SURFACE CRACKING PER LEVEL 1

CONCRETE CAP REPAIR DETAIL

(INCLUDE OVERLAY FINISH)

REPAIR PER DETAIL

(MATCH GRADE)

REPAIR PER DETAIL

(MATCH GRADE)

REPAIR ANY MAJOR

CRACKING AND/OR

SPALLING PER LEVEL 2

REPAIR DETAIL

(APPROX 20 SF)

LIMIT OF CONC SW

REPLACEMENT

GRANITE CURB SHALL

BE GROUND SMOOTH

AT SIDEWALK EDGE

LIMIT OF CONC SW

REPLACEMENT

REMOVE AND INSTALL CONC SW.

INSTALL NEW EXPANSION JOINT

AT JOINTS & ROAD (MATCH GRADE)

(APPROX 30 SF)

LIMIT OF CONC SW REPLACEMENT REMOVAL

TO BEGIN AND END AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT AT NEW

JOINTS & CURB (MATCH GRADE)

REPAIR PER DETAIL

(MATCH GRADE)

REMOVE AND INSTALL 5' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 932 SF)

REMOVE AND INSTALL 5' WIDE CONC

SW, MAINTAINING EXISTING JOINT

LOCATIONS (APPROX 383 SF)

LIMIT OF CONC SW REPLACEMENT REMOVAL

TO BEGIN AND END AT EXISTING JOINTS.

INSTALL NEW EXPANSION JOINT AT NEW

JOINTS, BUILDINGS & ROAD (MATCH GRADE)

INSTALL EXPANSION JOINT

AT NEW JOINTS & BUILDING

(MATCH GRADE)

REMOVE AND INSTALL 4' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 290 SF)

TH-66 (WALKWAY WEST OF BLDG 3)

TH-21 (COVERED WALKWAY BLDG 3)

TH-18 (COVERED WALKWAY EAST OF BLDG 3)

TH-63 (WALKWAY AROUND BLDG 60)

GRANITE CURB

BOLLARD

CONC WALL

INLET GRATE

SANITARY

MANHOLE

INLET

SANITARY

MANHOLE

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

INSTALL

EXPANSION JOINT

AT ROAD.

REPAIR DAMAGE

TO ASPHALT AS

NECESSARY

(MATCH GRADE)

INLET GRATE

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

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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 B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

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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

AutoCAD SHX Text M

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Concrete Repair Plan 'G'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS211

AutoCAD SHX Text

COVERED CONC SW

CONC SW

CONC

SS

TH

TH

TH

#2

#4A

#25

RAMP

REMOVE AND INSTALL 2' WIDE CONC SW PAD, MAINTAINING

EXISTING JOINT LOCATIONS (APPROX 144 SF)

REPAIR SURROUNDING PER CONCRETE CAP LEVEL 1

REPAIR DETAIL, AS NECESSARY

REPAIR RAMP PER DETAIL

(APPROX 280 SF) (MATCH GRADE)

REMOVE AND INSTALL

4' WIDE CONC SW.

MAINTAIN EXISTING JOINT

LOCATIONS (APPROX 40 SF)

REMOVE AND INSTALL 4' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 280 SF)

REMOVE AND INSTALL 8' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 80 SF)

CONTRACTOR SHALL NOT BLOCK ACCESS TO BOTH

ENTRY POINTS AT THE SAME TIME

REMOVE AND INSTALL CONC SW

INSTALL EXPANSION JOINT AT BUILDING

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 40 SF)

INSTALL EXPANSION JOINT

ALONG EDGE OF PAVE.

REPAIR ANY DAMAGE TO

ASPHALT

SMOKING HUT

TH-43 (WALKWAY SOUTH BLDG 2)

TH-42 ( WALKWAY NORTH SIDE BLDG 2)

TH-41 (RAMP SOUTH SIDE BLDG 25)

LIMIT OF CONC REPLACEMENT

REMOVAL TO BEGIN AND END AT EXISTING

JOINTS. INSTALL NEW EXPANSION JOINT AT

JOINTS & ROAD (MATCH GRADE)

INSTALL EXPANSION JOINT

ALONG NEW EDGE OF PAVE

REMOVE ANY CONC / ASPHALT DEBRIS

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

REMOVE ANY CONC / ASPHALT DEBRIS.

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

REMOVE ANY CONC / ASPHALT DEBRIS

AREA TO BE TOPSOILED, SEEDED &

STABILIZED AROUND DISTURBED AREA

AS NECESSARY

INSTALL 6' WIDE

CONC SW

(APPROX 72 SF)

V

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T

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A

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C D E

F G H

I J K

L M N

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Q R

Know what's below.

before you dig.Call

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KEY MAP

1"=500'

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 B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

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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

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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

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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

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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

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AutoCAD SHX Text D

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Concrete Repair Plan 'H'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS212

AutoCAD SHX Text

CONC.

BITUM PAVING

BITUM PAVING

BITUM PAVING

COVERED CONC SW

X X

X X

X X

X X

X X

BITUM PAVING

CONC

CONC

COVERED CONC SW

S

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S

TH

TH

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#5

#12

#12A

GUARD

RAIL

REMOVE AND INSTALL 8' WIDE

CONC SW. MAINTAIN EXISTING

JOINT LOCATIONS

(APPROX 96 SF)

REMOVE AND

INSTALL 4' WIDE

CONC SW.

MAINTAIN EXISTING

JOINT LOCATIONS

(APPROX 250 SF)

REMOVE & INSTALL CONC PAD

AT LOADING AREA. MAINTAIN

EXISTING JOINT LOCATIONS (MATCH

GRADE) (APPROX 91 SF)

REMOVE AND INSTALL 8' WIDE

CONC SW. MAINTAIN EXISTING

JOINT LOCATIONS (APPROX 120 SF)

REPAIR CONC STAIRS PER

NOSING REPAIR DETAIL

REMOVE AND INSTALL 5' WIDE CONC SW.

MAINTAIN EXISTING JOINT LOCATIONS

(APPROX 731 SF)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

INSTALL

EXPANSION JOINT

AT ROAD.

REPAIR DAMAGE

TO ASPHALT AS

NECESSARY

(MATCH GRADE)

CONTRACTOR SHALL COORDINATE

WITH VAMC TO SCHEDULE WORK TO

ENSURE ACCESS TO BUILDING

LIMIT OF CONC SW REPLACEMENT REMOVAL TO

BEGIN AND END AT EXISTING JOINTS. INSTALL

NEW EXPANSION JOINT AT NEW JOINTS,

BUILDINGS, STAIRS, CONC STRUCTURES &

ROAD (MATCH GRADE)

REMOVE AND INSTALL

8' WIDE CONC SW.

MAINTAIN EXISTING

JOINT LOCATIONS

(APPROX 64 SF)

REMOVE & INSTALL CONC STAIRS

WITH CONC LANDING & RAILING

(REFER TO DETAIL)

REMOVE AND INSTALL 8' WIDE CONC

SW. MAINTAIN EXISTING JOINT

LOCATIONS (APPROX 384 SF)

LIMIT OF CONC SW REPLACEMENT

TH-67 (WALKWAY BLDG 12)

TH-15 (WALKWAY NORTH OF BLDG 5)

TH-68 (COVERED WALKWAY BLDG 12)

REMOVE AND INSTALL 8' WIDE

CONC SW. MAINTAIN EXISTING

JOINT LOCATIONS (APPROX 96 SF)

LOADING

DOCK

REPAIR STAIRS PER NOSING

REPAIR DETAIL.

REPAIR SURROUNDING CRACKS

PER LEVEL 1 CONCRETE CAP

REPAIR DETAIL

REMOVE AND INSTALL CONC SW.

MAINTAIN EXISTING JOINT

LOCATIONS (APPROX 16 SF)

STAIRS

REPAIR STAIRS PER

NOSING REPAIR DETAIL

REPAIR FACE OF CONC.

(AS NECESSARY)

REPAIR FACE OF CONC

(AS NECESSARY)

BOLLARD

BOLLARD

STAIRS

V

E

T

E

R

A

Y

A B

C D E

F G H

I J K

L M N

O P

Q R

Know what's below.

before you dig.Call

R

Feet

0 10 20

KEY MAP

1"=500'

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 B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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

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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 Concrete Repair Plan 'I'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

AutoCAD SHX Text

CS213

AutoCAD SHX Text

16_Concrete_Repair_Plan-01-CS205 Concrete Repair Plan 'A'
Sheets and Views
16_Concrete_Repair_Plan-01-CS205 Concrete Repair Plan 'A'
16_Concrete_Repair_Plan-01-CS206 Concrete Repair Plan 'B'
Sheets and Views
16_Concrete_Repair_Plan-01-CS206 Concrete Repair Plan 'B'
16_Concrete_Repair_Plan-01-CS207 Concrete Repair Plan 'C'
Sheets and Views
16_Concrete_Repair_Plan-01-CS207 Concrete Repair Plan 'C'
16_Concrete_Repair_Plan-01-CS208 Concrete Repair Plan 'D'
Sheets and Views
16_Concrete_Repair_Plan-01-CS208 Concrete Repair Plan 'D'
16_Concrete_Repair_Plan-01-CS209 Concrete Repair Plan 'E'
Sheets and Views
16_Concrete_Repair_Plan-01-CS209 Concrete Repair Plan 'E'
16_Concrete_Repair_Plan-01-CS210 Concrete Repair Plan 'F'
Sheets and Views
16_Concrete_Repair_Plan-01-CS210 Concrete Repair Plan 'F'
16_Concrete_Repair_Plan-01-CS211 Concrete Repair Plan 'G'
Sheets and Views
16_Concrete_Repair_Plan-01-CS211 Concrete Repair Plan 'G'
16_Concrete_Repair_Plan-01-CS212 Concrete Repair Plan 'H'
Sheets and Views
16_Concrete_Repair_Plan-01-CS212 Concrete Repair Plan 'H'
16_Concrete_Repair_Plan-01-CS213 Concrete Repair Plan 'I'
Sheets and Views
16_Concrete_Repair_Plan-01-CS213 Concrete Repair Plan 'I'

File details come from the government source that posted it.