36C24119R0104-0005024.pdf

#9

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#9A

#26

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#69

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#60

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#28

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S60°10'42"E 670.00'

S17°40'42"E 1260.00'

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REPAIR

LOCATIONS

STAIR REPAIR NOTES:

1. ANY MATERIAL SPECIFIED AS PART OF THE STAIR REPLACEMENT

SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT

MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED

AS AN APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER

AND/OR CONTRACTING OFFICER REPRESENTATIVE.

2. THE CONSTRUCTION OF THE STAIR REPAIR SHALL FOLLOW THE

REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN THE

CONTRACT DOCUMENTS.

3. STAIR REPAIRS SHALL BE PER THE DETAILS SHOWN ON THIS SHEET.

4. ALL DEBRIS SHALL BE REMOVED FROM THE SITE. ANY AREA

RECEIVING REPAIR MUST BE CLEAN, SOUND AND FREE OF

CONTAMINANTS. ALL LOOSE AND DETERIORATED CONCRETE SHALL

BE REMOVED.

5. ANY DAMAGED STAIR SHALL BE REPAIRED PER THE CONCRETE STAIR

REPAIR DETAIL.

6. ANY DAMAGE TO THE STAIR RISERS SHALL BE REPAIRED PER THE

PLAN DIRECTIVES, INCLUDING PARGING CONCRETE VOIDS TO RETURN

THE ORIGINAL SURFACE AND APPLYING SIKAGARD 550W PER THE

DETAIL AND SPECIFICATION.

7. ANY DAMAGE TO THE STAIR TREAD SHALL BE REPAIRED PER THE

PLAN DIRECTIVES, INCLUDING SAW-CUTTING SQUARELY AT

APPROPRIATE LOCATIONS ALONG DAMAGED SLATE TREAD CORNER.

PARGE CONCRETE IN ANY VOIDS THAT OCCUR AT EXPOSED TREAD

BASE CONSTRUCTION. MORTAR OR EPOXY NEW SLATE TREAD PIECE

TO MATCH EXISTING.

8. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

STAIR & WALKWAY REPAIR NOTES:

1. ANY MATERIAL SPECIFIED AS PART OF THE STAIR & WALKWAY REPAIR

SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT

MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED

AS AN APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER

AND/OR CONTRACTING OFFICER REPRESENTATIVE.

2. THE CONSTRUCTION OF THE STAIR & WALKWAY REPAIR SHALL

FOLLOW THE REQUIREMENTS OF THE MATERIAL SPECIFICATION

INCLUDED IN THE CONTRACT DOCUMENTS.

3. STAIR & WALKWAY REPAIRS SHALL BE PER THE DETAILS SHOWN ON

THIS SHEET.

4. DAMAGED STAIRS SHALL BE REPAIRED PER THE CONCRETE STAIR

REPAIR DETAIL. RUSTED STEEL NOSINGS (AND/OR REMAINS OF) SHALL

BE COMPLETELY REMOVED FROM ANY STAIR RECEIVING REPAIR.

5. ANY DAMAGE TO THE WALKWAY, SIDE WALLS & BOTTOM LANDING

SHALL BE REPAIRED PER THE SIKAQUICK 1000 OVERLAY DETAIL AND

SPECIFICATION. AFTER REPAIR THE ENTIRE WALKWAY, SIDE WALLS &

BOTTOM LANDING SHALL BE TREATED PER THE SIKAQUICK 1000

OVERLAY DETAIL AND SPECIFICATION.

6. AFTER THE REPAIRS ARE COMPLETED, THE STAIRS SHALL BE

TREATED PER THE SIKAGARD FLEXCOAT SYSTEM WATERPROOF

DETAIL AND SPECIFICATION.

7. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

PARGE CONCRETE IN VOIDS &

RETURN TO ORIGINAL SURFACE LEVEL

SAW-CUT SQUARELY AT APPROXIMATE LOCATION

ALONG DAMAGED SLATE TREAD CORNER. PARGE

CONCRETE IN ANY VOIDS THAT OCCUR AT EXPOSED

TREAD BASE CONSTRUCTION. MORTAR OR EPOXY

NEW SLATE TREAD PIECE TO MATCH EXISTING.

REMOVE LOOSE CONCRETE

MATERIAL. TREAT VERTICAL SIDE

WALLS & STAIR RISERS

LOCATION 'N' - BLDG 11 (EAST STAIR)

(STAIR & TREAD REPAIR)

NTS

N

REMOVE RUSTING STEEL NOSINGS

(AND/OR REMAINS OF) COMPLETELY

FROM TOP TWO NOSINGS. FORM &

REPAIR TOP TWO NOSINGS PER STAIR

NOSING REPAIR DETAIL.

FILL SPALLED AREAS & COAT ENTIRE WALKWAY

SURFACE AND SIDES WITH SIKAQUICK 1000

OVERLAY PER DETAIL & SPECIFICATION

LOCATION 'K' - BLDG 4 (NORTH STAIR)

(STAIR, TREAD, WALKWAY & LANDING REPAIR)

NTS

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AutoCAD SHX Text Date

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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:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Concrete Repair Details Sheet 'G'

AutoCAD SHX Text

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS229

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CONCRETE STAIR REPAIR

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NTS

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NEW #2 REINFORCING RODS TO BE SET 6" DEEP INTO EXISTING CONCRETE

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EXISTING CONCRETE STAIRS

AutoCAD SHX Text FILL CAVITY w/EPOXY PRIOR TO INSERTING ROD

AutoCAD SHX Text PREPARE, REBUILD AND/OR REFORM WITH NEW PORTLAND CEMENT REPAIR MORTAR TO ORIGINAL PROFILE

AutoCAD SHX Text PROVIDE 1" CAVITY INTO EXISTING CONCRETE TO ACCEPT NEW #2 REINFORCING RODS @ 6" O.C.

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34" CONTINUOUS TOOLED CHAMFER

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CANOPY

CANOPY

#9A

#26

#8

A

A

#69

#5

#60

A

#4

#12

#28

A

#11

#1

#25

W

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#22

#14

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S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

A

B

CD

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KEY MAP

NTS

REPAIR

LOCATION

BLDG. #60

M

STAIR ALTERATIONS: REMOVAL OF POTENTIAL TRIPPING HAZARDS

ALTERATION AT REAR AND MIDDLE STAIR @ SOUTHWEST SIDE OF BLDG. #60

EXISTING BUILDING FOOTPRINT

EXISTING CONCRETE STAIR WALL

TO REMAIN

SAW CUT AND REMOVE EXISTING

CONC. WALKWAY TO EXTENTS

SHOWN

EXISTING STAIR RAILING

TO REMAIN

T.O. EXIST. FIRST TREAD

ELEV.= +/- 100.208

EXISTING METAL EXTERIOR DOOR

TO REMAIN

EXISTING METAL EXTERIOR

DOOR TO REMAIN

EXISTING CONC. WALKWAY TO

REMAIN

SAW CUT AND REMOVE EXISTING

POURED CONC. WALKWAY TO EXTENTS

SHOWN

EXISTING POURED

CONC. RAIN GULLY

EXISTING STAIR RAILING

TO REMAIN

EXISTING CONCRETE STAIR WALL

TO REMAIN

T.O. CONC. WALK

ELEV.= +/- 100.0

(ASSUMED)

T.O. CONC. WALK

ELEV.= +/- 100.0

(ASSUMED)

T.O. EXIST. FIRST TREAD

ELEV.= +/- 100.75

T.O. EXIST. SECOND TREAD

ELEV.= +/- 100.08

T.O. EXIST. SECOND TREAD

ELEV.= +/- 99.583

EXISTING BUILDING FOOTPRINT

EXISTING CONCRETE STAIR WALL

TO REMAIN

EXISTING STAIR RAILING TO REMAIN

EXISTING METAL EXTERIOR DOOR

TO REMAIN

EXISTING METAL EXTERIOR DOOR TO REMAIN

EXISTING CONC. WALKWAY

(TO BE REPLACED PER

CONCRETE REPAIR PLANS)

EXISTING POURED

CONC. RAIN GULLY EXISTING STAIR RAILING

TO REMAIN

EXISTING CONCRETE STAIR WALL TO REMAIN

STAIR 3

STAIR 2

STAIR 3

STAIR 2

FEATHER UP NEW

CONC. WALKWAY

TO MEET

EXISTING TREAD

LEVEL

FEATHER UP NEW

CONC. WALKWAY TO

MEET EXISTING TREAD

LEVEL

NEW CONC. EXPANSION

JOINT AT SAW CUT

NEW CONC. EXPANSION

JOINT AT SAW CUT

T.O. CONC. WALK

ELEV.= +/- 100.0

(ASSUMED)

T.O. NEW FIRST TREAD

ELEV.= +/- 100.08

5'-0"

5'-0"

SAW CUT AND REMOVE EXISTING

CONC. WALKWAY TO EXTENTS

SHOWN

T.O. CONC. LANDING

ELEV.= +/- 100.2

T.O. EXIST. FIRST TREAD

ELEV.= +/- 100.2

FEATHER UP NEW

CONC. WALKWAY

TO MEET

EXISTING TREAD

LEVEL

NEW CONC. EXPANSION

JOINT AT SAW CUT

T.O. CONC. WALK

ELEV.= +/- 100.08

(ASSUMED) GRIND SMOOTH NEWLY EXPOSED

CONC. TO CREATE NEW LEVEL

TOP LANDING

SAW CUT AND REMOVE EXISTING

RAISED CONCRETE TREAD AS

REQUIRED TO CREATE A FLUSH

SURFACE WITH SECOND TREAD

DEMO PLAN

1 SCALE: 1/4" = 1'-0"

BLDG. #60

ALTERATION PLAN

2 SCALE: 1/4" = 1'-0"

CONC. EXPANSION

JOINT

EXISTING CONC.

FLATWORK

6" COMPACTED

GRAVEL BASE

2" 2"

BROOM FINISH TO

EXTENTS SHOWN (TYP.)

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NEW CONC. FLATWORK TO

MATCH EXISTING

DETAIL @ EXPANSION JOINT

SCALE: 1" = 1'-0"

WALKWAY & STAIR REPAIR NOTES:

1. ANY MATERIAL SPECIFIED AS PART OF THE WALKWAY & STAIR REPAIR

SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT

MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED

AS AN APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER

AND/OR CONTRACTING OFFICER REPRESENTATIVE.

2. WALKWAY & STAIR REPAIRS SHALL BE PER THE DETAILS SHOWN ON

THIS SHEET AND SPECIFICATIONS INCLUDED IN THE CONTRACT

DOCUMENTS.

3. STAIR 2 REPAIR: SAW-CUT THE TOP RISER AND REMOVE TREAD.

GRIND DOWN EXPOSED CONCRETE UNDER REMOVED TOP STEP TO

MATCH EXISTING STAIR FINISH. CUT OUT EXISTING CONCRETE

SIDEWALK AND REPLACE WITH PROPOSED CONCRETE SIDEWALK

THAT MATCHES THE ELEVATION OF THE NEW TOP RISER.

4. STAIR 3 REPAIR: CUT OUT EXISTING CONCRETE SIDEWALK AND

REPLACE WITH PROPOSED CONCRETE SIDEWALK THAT MATCHES THE

ELEVATION OF THE TOP RISER.

5. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

EXISTING CONC. WALKWAY

(TO BE REPLACED PER

CONCRETE REPAIR PLANS)

FEATHER UP NEW CONC.

WALKWAY TO MEET EXISTING

TREAD LEVEL

REPLACE EXISTING CONC. SW

WITH NEW CONC. SW

SAW CUT AND REMOVE EXISTING

RAISED CONCRETE TREAD AS

REQUIRED TO CREATE A FLUSH

SURFACE WITH SECOND TREAD.

GRIND SMOOTH NEWLY EXPOSED

CONC. TO CREATE NEW LEVEL

TOP LANDING.

REPLACE EXISTING CONC. SW

WITH NEW CONC. SW

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AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

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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

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AutoCAD SHX Text

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS230

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NTS

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LOCATION 'M' - BLDG. #60 REAR STAIR (2)

LOCATION 'M' - BLDG. #60 MIDDLE STAIR (3)

CANOPY

CANOPY

WETLANDS

(AS DELINEATED BY ECSI)

#9A

#26

#8

A

A

#69

#5

#60

A

#4

#12

#28

A

#11

#1

#25

W

A

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C

#22

#14

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S

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

A

B

CD

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G

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M

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KEY MAP

NTS

REPAIR

LOCATION

M

STAIR ALTERATIONS: REMOVAL OF POTENTIAL TRIPPING HAZARDS

ALTERATIONS AT STAIR @ SOUTH END OF BUILDING #60

DEMO PLAN

1 SCALE: 1/4" = 1'-0"

ALTERATION PLAN

2 SCALE: 1/4" = 1'-0"

CONC. EXPANSION

JOINT

EXISTING CONC.

FLATWORK

6" COMPACTED

GRAVEL BASE

2" 2"

BROOM FINISH TO

EXTENTS SHOWN (TYP.)

MA

TC

H

EX

IS

TI

NG

NEW CONC. FLATWORK TO

MATCH EXISTING

DETAIL @ EXPANSION JOINT

SCALE: 1" = 1'-0"

SAW CUT AND REMOVE

EXISTING RAISED

CONCRETE TREADS AS

REQUIRED TO CREATE A

FLUSH SURFACE WITH

LANDING

EXISTING BUILDING

FOOTPRINT

EXISTING CONCRETE STAIR WALL

TO REMAIN

EXISTING STRUCTURAL ROOF POSTS

TO REMAIN

T.O. EXIST. LANDING

ELEV.= +/- 98.75

SAW CUT AND REMOVE EXISTING

CONC. WALKWAY TO EXTENTS

SHOWN

EXISTING STAIR RAILING

TO REMAIN

EXISTING CONC. WALKWAY

TO REMAIN

T.O. EXIST. FIRST TREAD

ELEV.= +/- 100.0

(ASSUMED)

T.O. EXIST. SECOND TREAD

ELEV.= +/- 99.375

T.O. CONC. WALK

ELEV.= +/- 98.875

EXISTING BUILDING

FOOTPRINT

EXISTING CONCRETE STAIR WALL

TO REMAIN

EXISTING STRUCTURAL ROOF POSTS

TO REMAIN

EXISTING STAIR RAILING

TO REMAIN

EXISTING CONC WALKWAY

TO REMAIN

FEATHER UP NEW CONC. WALKWAY

TO MEET EXISTING LANDING LEVEL

NEW CONC. EXPANSION

JOINT AT SAW CUT

5'-0"

T.O. CONC. WALK

ELEV.= +/- 98.875

NEW CONC. EXPANSION JOINT

DN

GRIND SMOOTH NEWLY

EXPOSED CONC. TO

CREATE NEW LEVEL

TOP LANDING

DN

REMOVE PORTION OF

EXISTING STEEL ANGLE

EDGE ALONG TREAD TO

BE REMOVED

EXISTING STEEL

ANGLE EDGE

T.O. EXIST. LANDING

ELEV.= +/- 98.75

T.O. NEW CONC.

ELEV.= +/- 98.75

BLDG. #60

BLDG. #60

WALKWAY & STAIR REPAIR NOTES:

1. ANY MATERIAL SPECIFIED AS PART OF THE WALKWAY & STAIR REPAIR

SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT

MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED

AS AN APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER

AND/OR CONTRACTING OFFICER REPRESENTATIVE.

2. WALKWAY & STAIR REPAIRS SHALL BE PER THE DETAILS SHOWN ON

THIS SHEET AND SPECIFICATIONS INCLUDED IN THE CONTRACT

DOCUMENTS.

3. STAIR 1 REPAIR: SAW-CUT THE TOP RISER AND REMOVE TREAD.

GRIND DOWN EXPOSED CONCRETE UNDER REMOVED TOP STEP TO

MATCH EXISTING STAIR FINISH. CUT OUT EXISTING CONCRETE

SIDEWALK AND REPLACE WITH PROPOSED CONCRETE SIDEWALK

THAT MATCHES THE ELEVATION OF THE NEW TOP RISER.

4. REPAIR ANY DAMAGE TO BUILDING FACADE, TO MATCH EXISTING

BUILDING FACADE.

5. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

SAW CUT AND REMOVE EXISTING RAISED

CONCRETE TREADS AS REQUIRED TO

CREATE A FLUSH SURFACE WITH

LANDING. GRIND SMOOTH NEWLY

EXPOSED CONC. TO CREATE NEW LEVEL

TOP LANDING.

REMOVE PORTION OF

EXISTING STEEL ANGLE

EDGE ALONG TREAD TO

BE REMOVED

SAW CUT AND REMOVE EXISTING

CONC. WALKWAY TO EXTENTS

SHOWN

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Concrete Repair Details Sheet 'I'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS231

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NTS

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LOCATION 'M' - BLDG. #60 SOUTH END STAIR (1)

LOCATION 'M' - BLDG. #60 SOUTH END STAIR (1)

CANOPY

CANOPY

#9A

#26

#8

A

A

#69

#5

#60

A

#4

#12

#28

A

#11

#1

#25

W

A

E

A

C

#22

#14

T

S

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

A

B

CD

E

F

G

H

I

J

K

L

M

N

O

P

KEY MAP

NTS

REPAIR

LOCATION

I

STAIR ALTERATIONS: REMOVAL OF POTENTIAL TRIPPING HAZARDS

ALTERATIONS AT NORTH STAIR @ REAR OF BLDG #1

ALTERATION PLAN

2 SCALE: 1/4" = 1'-0"

SAW CUT AND REMOVE

EXISTING CONC. TO

START OF BIT. CONC.

SAW CUT AND REMOVE

EXISTING DOWN TO LEVEL

OF NEXT LOWER TREAD

(APPROX. ELEV. = +/-99.75)

EXISTING BUILDING

FOOTPRINT

EXISTING CONCRETE STAIR WALL

TO REMAIN

EXISTING STRUCTURAL ROOF POSTS

TO REMAIN

EXISTING METAL EXTERIOR DOOR

SAW CUT AND REMOVE

EXISTING BIT. CONC. TO

EXTENTS SHOWN

T.O. NEW FIRST TREAD

ELEV.= +/- 99.75

T.O. PAVEMENT

ELEV.= +/- 99.0

T.O. EXIST. STAIR

ELEV.= +/- 100.0

(ASSUMED)

EXISTING BUILDING

FOOTPRINT TO

REMAIN

EXISTING CONCRETE STAIR WALL

TO REMAIN

EXISTING STRUCTURAL ROOF POSTS

TO REMAIN

EXISTING METAL EXTERIOR DOOR

TO REMAIN

EXISTING BITUMINOUS SIDEWALK

TO BE REPLACED WITH CONCRETE SIDEWALK

MATCH WALKWAY ELEVATION TO ELEVATION

OF NEW TOP STEP TREAD

EXISTING

CONC. RAIN

GULLY

T.O. NEW FIRST TREAD

ELEV.= +/- 99.75

5'-0"

DN

DN

GRIND SMOOTH

NEWLY EXPOSED

CONC. TO CREATE

NEW LEVEL TOP

LANDING

DEMO PLAN

1 SCALE: 1/4" = 1'-0"

WALKWAY & STAIR REPAIR NOTES:

1. ANY MATERIAL SPECIFIED AS PART OF THE WALKWAY & STAIR REPAIR

SHALL BE CONSIDERED THE "BASIS OF DESIGN". A SIMILAR PRODUCT

MEETING THE SPECIFICATION REQUIREMENTS CAN BE SUBSTITUTED

AS AN APPROVED EQUAL, GIVEN THE PERMISSION OF THE ENGINEER

AND/OR CONTRACTING OFFICER REPRESENTATIVE.

2. WALKWAY & STAIR REPAIRS SHALL BE PER THE DETAILS SHOWN ON

THIS SHEET AND SPECIFICATIONS INCLUDED IN THE CONTRACT

DOCUMENTS.

3. STAIR REPAIR: SAW-CUT THE TOP RISER AND REMOVE TREAD. GRIND

DOWN EXPOSED CONCRETE UNDER REMOVED TOP STEP TO MATCH

EXISTING STAIR FINISH. CUT OUT EXISTING CONCRETE SIDEWALK AND

REPLACE WITH PROPOSED CONCRETE SIDEWALK THAT MATCHES THE

ELEVATION OF THE NEW TOP RISER.

4. REMOVE PORTION OF EXISTING CONC. RAIN GULLY TO PROVIDE ROOM

FOR PROPOSED CONC. SIDEWALK. PROVIDE POSITIVE SLOPE ON

PROPOSED CONC. SIDEWALK TO ALLOW BUILDING DRAINAGE TO

CONTINUE TO FLOW INTO EXISTING CONC. RAIN GULLY. REPAIR ANY

PORTION OF EXISTING CONC. RAIN GULLY THAT IS DAMAGED DURING

CONSTRUCTION. PROVIDE EXPANSION JOINT BETWEEN NEW CONC.

SIDEWALK AND EXISTING CONC. RAIN GULLY.

5. REPAIR ANY DAMAGE TO BUILDING FACADE, TO MATCH EXISTING

BUILDING FACADE.

6. LEAVE FINISHED WORK AND WORK AREA IN A NEAT, CLEAN CONDITION

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

SAW CUT AND REMOVE

EXISTING BIT. CONC. TO

EXTENTS SHOWN

SAW CUT AND REMOVE

EXISTING DOWN TO LEVEL

OF NEXT LOWER TREAD.

GRIND SMOOTH NEWLY

EXPOSED CONC. TO

CREATE NEW LEVEL TOP

LANDING.

EXISTING BITUMINOUS SIDEWALK

TO BE REPLACED WITH CONCRETE SIDEWALK

MATCH WALKWAY ELEVATION TO ELEVATION

OF NEW TOP STEP TREAD

SAW CUT AND REMOVE

PORTION OF EXISTING

CONC. RAIN GULLY TO

ALLOW TO PROPOSED

CONC. SIDEWALK

SAW CUT AND REMOVE

EXISTING DOWN TO LEVEL

OF NEXT LOWER TREAD.

GRIND SMOOTH NEWLY

EXPOSED CONC. TO

CREATE NEW LEVEL TOP

LANDING.

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VA FORM 08-6231

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DANIEL J. WITCZAK, P.E.

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MA# 53668

AutoCAD SHX Text 9/27/2018

AutoCAD SHX Text Witczak

AutoCAD SHX Text Peters

AutoCAD SHX Text VA Medical Center Northampton

AutoCAD SHX Text Leeds, MA

AutoCAD SHX Text

AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text

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AutoCAD SHX Text 100% Review Plans

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CS232

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NTS

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LOCATION 'I' - BLDG. #60 REAR NORTH STAIR

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LOCATION 'I' - BLDG. #60 REAR NORTH STAIR

LOCATION 'I' - BLDG. #60 REAR NORTH STAIR

PROPOSED PARKING LOT STAIRS

TYPICAL REINF. CONCRETE

STAIR LONGITUDINAL SECTION

2 SCALE: 1/2" = 1'-0"

2'- 0"

HIGH VISIBILITY

NOSING EDGE

#5 BENT BAR

@ 12"oc.

(2) #5 BARS CONT.

6" CONC. SIDEWALK

CONST. w/ W.W.F.

6" COMPACTED GRAVEL BASE

COMPACTED EARTH

1/2" PRE-FORMED JT. FILLER

1'- 5"

1'-0"

1'- 5"

1'-0"

W6"x6" / W2.9xW2.9 W.W.F.

TYP. 6" CONC.

SIDEWALK CONST. w/ W.W.F.

#3 BARS - HORIZ.

@ STAIR NOSING.

(TYP.)

1'-6"L #3 BAR AT EACH

SIDE & MID-PT.

(TYP. @ LANDING

CONNECTION)

1 1/2" DIA. ALUMINUM PIPE

RAILINGS

(TYP. EA. SIDE)

3'- 0"

3'- 0"

(6) #5's CONT.

@TOP/MID/BOT. OF

FOUNDATION WALL

#5 VERT. W/ HOOK @ 3

LOCATIONS

(3) #5's CONT. @

FOOTING

#5's @ 2'-0"o.c.

1'- 0"

1" 1'-0"

4'- 0"

1'- 0"

2'- 0"

6"x6"xW1.4xW1.4 REINFORCING @

MID-DEPTH ON CHAIRS (TYP. ALL

HAUNCHES) SEE DETAIL 4/A1.1

(2) #5 BARS CONT.

(TYP. ALL HAUNCHES)

SEE DETAIL 4/A1.1

(3) #5's CONT.

3'- 0"

1'- 0"

2'-0"

1'-0"

ST

AI

R

RI

SE

(R

EF

ER

T O

# O F

RI

SE

RS

IN

S

TA

IR

C

HA

RT

TYP.6" REINF. CONC. SIDEWALK SLAB

DN 1/2

1'-

TYP. 6" REINF. CONC.

SIDEWALK SLAB

ST

AI

R

RU

N (R

EF

ER

T O

# O F

RI

SE

RS

IN

S

TA

IR

C

HA

RT

1 1/2"

ST

D.

B

OT

. L

AN

DI

NG

ST

D.

T

OP

LA

ND

IN

G

6'-0"

TYP. 1 1/2" DIA.

ALUMINUM PIPE

RAILINGS (TYP. EA. SIDE)

5'-6"

(CLEAR)

COMPACTED

GRAVEL &

EARTH AS

REQD.

CONT. #3 BAR AT STAIR

NOSING. - TYP.

#5 VERTICAL BAR

w/ HOOK @ 2'-0" O.C.

(2) #5's HORIZ.

CONT. - TYP.

EA. SIDE

FIN. T.O. TOP LANDING

FIN. GRADE @ SECTION

3'- 0"

(G

UA

RD

RA

IL

HG

T.

'6'-0"

(LANDING WIDTH)

10"

#5 HORIZ. CONT. -

TYP. EA. SIDE

2'- 8"

(M

IN

TYPICAL STAIR PLAN LAYOUT

1 SCALE: 1/4" = 1'-0"

TYP. REINF. CONCRETE

STAIR LATERAL SECTION

SCALE: 1/2" = 1'-0"

PROPOSED PARKING LOT STAIRS

STAIR

NUMBER STAIR LOCATION STAIR

WIDTH (FT)

STAIR RISE

(FT)

STAIR

TREAD

WIDTH (FT)

BOTTOM

ELEV. TOP ELEV. TOTAL

HEIGHT (FT.)

NUMBER OF

STAIR

RISERS

A1 PARKING LOT 'A' 6.00 0.58 1.00 320.44 322.18 1.74 3

A2 PARKING LOT 'A' 6.00 0.58 1.00 320.54 322.28 1.74 3

B1 PARKING LOT 'B' 6.00 0.58 1.00 348.47 350.79 2.32 4

B2 PARKING LOT 'B' 6.00 0.58 1.00 350.89 353.21 2.32 4

B3 PARKING LOT 'B' 6.00 0.58 1.00 347.68 349.42 1.74 3

B4 PARKING LOT 'B' 6.00 0.58 1.00 352.00 354.90 2.90 5

B5 PARKING LOT 'B' 6.00 0.58 1.00 351.89 354.79 2.90 5

B6 PARKING LOT 'B' 6.00 0.58 1.00 355.77 359.83 4.06 7

B7 PARKING LOT 'B' 6.00 0.58 1.00 359.93 363.41 3.48 6

C1 PARKING LOT 'C' 6.00 0.58 1.00 408.78 412.26 3.48 6

C2 PARKING LOT 'C' 6.00 0.58 1.00 408.58 412.06 3.48 6

C3 PARKING LOT 'C' 6.00 0.58 1.00 410.79 413.69 2.90 5

C4 PARKING LOT 'C' 6.00 0.58 1.00 408.37 410.69 2.32 4

D1 WEST OF BLDG 11 6.00 0.58 1.00 398.44 401.34 2.90 5

D2 WEST OF BLDG 12 6.00 0.58 1.00 389.83 392.73 2.90 5

D3 WEST OF BLDG 12 6.00 0.58 1.00 388.12 392.18 4.06 7

HIGH VISIBILITY / REPLACEABLE ALUM.

NOSING EDGE IN REQD. CONCRETE

RECESS - ('SUPERGRIT' SAFETY TREAD

NOSING BY WOOSTER PRODUCTS INC.

MODEL WP-RN2-SG OR EQUAL)

INSERT COLOR = SAFETY YELLOW

PROVIDE RECESS & CORE HOLES AS

REQUIRED FOR HIGH VISIBILITY NOSING

EDGE INSERT PROVIDED. INSTALL PER

MANUFACTURER DIRECTIVES.

PROVIDE 3/4" DIA. X 1"± DEEP CORE

HOLES IN CONCRETE STAIRS AS REQD.

FOR HIGH VISIBILITY NOSING EDGE.

FILL CORE WITH EPOXY (COORDINATE

WITH SPECIFIC REQUIREMENTS OF

NOSING EDGE PRODUCT PROVIDED)

HIGH VISIBILITY NOSING EDGE

4 SCALE: 1/2" = 1'-0"

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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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

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AutoCAD SHX Text 631-17-002

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

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AutoCAD SHX Text Concrete Repair Details Sheet 'K'

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AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS233

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NTS

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