36C24119R0104-0005023.pdf

PDF 17 MB 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_18-Concrete Repair Details 1 of 2.pdf

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LIGHT POLE

ONEWAY SIGN

YIELD/ DO NOT

ENTER SIGN

STOP SIGN

EXIT SIGN

BUILDING SIGN

LOT "O" SIGN

ONEWAY SIGN

STOP SIGN

VA WELCOME

SIGN

LOT "G" SIGN

LOT "P" SIGN

LIGHT POLE

LIGHT POLE LIGHT POLE

LIGHT POLE

LIGHT POLELIGHT POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT POLESTOP SIGN

STOP SIGN

BITUM

PAVING

REMOVE CONC SW

(APPROX 200 SF)

REMOVE CONC SW

(APPROX 563 SF)

REMOVE CONC SW

(APPROX 264 SF)

REMOVE BITUMINUS CURB

(APPROX 125 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

CANOPY

WETLANDS

(AS DELINEATED BY ECSI)

STOP SIGN

LIGHT POLE

LIGHT

POLE

LIGHT POLE

#9A

#26

#7A

#69

#60

#12

#42

#28

#11

#63

#25

#22

#14

LIGHT POLE

BUILDING 63

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 27

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 34

TO BE DEMOLISHED

BUILDING 42

TO BE DEMOLISHED

BUILDING T8

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T13

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T15

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T7

(KWAN SET HUT)

TO BE DEMOLISHED

GRAV

DRIVE

BIT

UM PA

VIN

GRAVEL AREA

(TO BE REMOVED)

STORMWATER BASIN

STORMWATER

BASIN

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

CONC SW

COVERED CONC SW

CONC SW

RET WALL

COVERED CONC SW

CONC SW

CONC SW CO

CONC SW

D C

CONC SW

BRICK SW

CONC SW

LANDSCAPE TIMBER WALL

CONC SW

CONC.

CONC

BRICK SW

CONC SW

BITUM PAVING

BIT

VIN

BITUM PAVING

COVERED CON SW

KEY MAP

NTS

REPAIR

LOCATIONS

STAIR & LANDING REPAIRS

NTS

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. NON-WALKING VERTICAL SURFACES SHALL BE REFURBISHED PER THE

SIKAGARD 550W DETAIL AND SPECIFICATION.

7. WALKING VERTICAL SURFACES (I.E. STAIR RISERS) SHALL BE

REPAIRED AND REFURBISHED PER THE SIKAGARD VOH DETAIL AND

SPECIFICATION.

8. AFTER THE REPAIRS ARE COMPLETED, THE STAIR TREADS AND

RISERS, AS WELL AS THE LANDINGS SHALL BE TREATED PER THE

SIKAGARD FLEXCOAT SYSTEM WATERPROOF DETAIL AND

SPECIFICATION.

9. REPAIR DAMAGED AND EXPOSED BUILDING FACADE AS NECESSARY

TO MATCH EXISTING FACADE.

10. ANY VEGETATED AREA ADJACENT TO WORK AREA THAT IS DISTURBED

SHALL BE TOPSOILED, SEEDED AND STABILIZED IMMEDIATELY.

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

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

RECONSTRUCT DAMAGED

CONCRETE STAIR

TREAT STAIRS & LANDING

WITH WATERPROOFING

REPAIR ANY DAMAGED STAIR PER STAIR REPAIR DETAIL

REPAIR ANY CRACKING PER LEVEL 1 CONCRETE CAP REPAIR

REPAIR ANY DAMAGED STAIR PER STAIR REPAIR DETAIL

REPAIR ANY CRACKING PER LEVEL 1 CONCRETE CAP REPAIR

REPAIR STAIR PER

STAIR REPAIR DETAIL

TREAT STAIRS & LANDING

WITH WATERPROOFING

REPAIR STAIR PER

STAIR REPAIR DETAIL

TREAT STAIRS & LANDING

WITH WATERPROOFING

REPAIR STAIR PER

STAIR REPAIR DETAIL

REMOVE RUSTING NOSING STRIPS &

REPAIR STAIRS PER STAIR REPAIR DETAILTREAT STAIRS & LANDING

WITH WATERPROOFING

TREAT VERTICAL FACE

OF STAIRS & LANDING

REPAIR STAIR PER

STAIR REPAIR DETAIL

REPAIR LANDING EDGE PER

STAIR REPAIR DETAIL

REPAIR CRACKING PER LEVEL 1

CONCRETE CAP REPAIR

TREAT STAIRS & LANDING

WITH WATERPROOFING

TREAT VERTICAL FACE

OF STAIRS & LANDING

TREAT VERTICAL FACE

OF STAIRS & LANDING

REPAIR STAIR PER

STAIR REPAIR DETAIL

TREAT STAIR & LANDING

WITH WATERPROOFING

REPAIR CRACKING PER LEVEL 1

CONCRETE CAP REPAIR

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VAMC

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SHED

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VENT

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PIPE

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VENT

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MANHOLE

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EXHAUST

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AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

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AutoCAD SHX Text Project Number

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

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DANIEL J. WITCZAK, P.E.

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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

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text DANIEL J WITCZAK CIVIL No. 53668

AutoCAD SHX Text C

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AutoCAD SHX Text A

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AutoCAD SHX Text Concrete Repair Details Sheet 'A'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

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CS223

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LOCATION 'A' - BLDG #11 (SOUTH STAIR)

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LOCATION 'D' - BLDG #12 (EAST STAIR)

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LOCATION 'H' - BLDG #26 (EAST STAIR)

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LOCATION 'L' - BLDG #6 (NORTH STAIR)

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LOCATION 'O' - BLDG #12 (WEST STAIR)

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LOCATION 'P' - BLDG #5 (WEST STAIR)

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CONCRETE STAIR REPAIR

AutoCAD SHX Text

NTS

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

34" CONTINUOUS TOOLED CHAMFER

AutoCAD SHX Text

CANOPY

#9A

#26

#69

#60

#12

#28

#11

#25

#22

#14

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

LOCATION 'C' - BLDG 5 (NORTH STAIR)

(REMOVAL / REPLACE WITH SIMILAR CODE-COMPLIANT STAIRS AND HANDRAIL)

KEY MAP

NTS

REPAIR

LOCATION

NTS

1 1/2" DIA. ALUMINUM

PIPE RAILINGS (TYP.)

#3 BARS - HORIZ.

@ STAIR NOSING.

(TYP.)

HIGH VISIBILITY

NOSING EDGE

NEW 6" CONC.

SIDEWALK CONST. w/ W.W.F. (Ref. 3/A1.0)

#4 BARS - HORIZ.

@ 12"o.c. (TYP.)

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

#5 BENT BAR

@ 12"oc.

COMPACTED GRAVEL

(6" min.) AND EARTH

AS REQUIRED

2'-8"L #3 BENT BAR AT EACH

SIDE & MID-PT. (TYP. @

LANDING CONNECTION)

FIN. FLR.

ELEV.=323.7'

4'-8 1/2"

(LANDING)

14'-8" (16 T @ 11")

9'-

7 R

3'- 6"

1'- 0"

3'- 0"

4'- 0"

3'- 0"

L H

6" COMPACTED

GRAVEL BASE

COMPACTED EARTH

1'- 5"

1'-0"

CONT. #5 BARS EA.

SIDE @ MID. & BOT.

(3) #5 BARS CONT.

EXIST. BLDG.

(V.I.F. EXACT CONS.)

1/2" PRE-FORMED JT.

FILLER

SECURE LANDING TO

EXIST. BLDG. FACE w/ DOWELS or CONT. 4x STL.

ANGLE & TAP-CON

FASTNERS (V.I.F. EXACT

CONS.)

REINF. CONCRETE STAIR LONGITUDINAL SECTION

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

FIN. GRADE

ELEV.=313.8'

[4470mm]

[30 5m m]

[10 mm

[91 4m m]

[305mm]

[91 4m m]

[43 2m m]

[12 mm

#5 VERT. BAR w/

HOOK @ 2'-0" O.C.

KEYWAY

1'- 0"

[30 5m m]

11"

7" (M

[279mm]

LINE OF FOUNDATION

SIDEWALL (BEYOND)

SHEAR KEY

MAX.

C CL L

3/4" INTERMEDIATE

ALUM. BALUSTERS @

4"O.C. MAX. (TYP.)

(1'-0")

[305MM]

AL;UM. HANDRAIL

BRACKETS FROM

GUARDRAIL SUPPORTS

TO UNDERSIDE OF

HANDRAILS AS REQ'D.

(TYP)

BLDG. #5

REMOVE PORTION OF CONCRETE

SIDEWALK IN IT'S ENTIRETY

8'-11"±

'-7

1/ 2"

REMOVE EXIST. CONC.

STAIRS, LANDING & MTL.

RAILINGS IN THEIR

ENTIRETY

BLDG. #5

4'- 8 1

/2" (L

'-8

6 T

FIN. FLR.

ELEV.=323.7'

FIN. GRADE

ELEV.=313.8'

4'-8"

NEW 6" REINF. CONC.

SIDEWALK SLAB (NOTE

EXTENT OF HATCHING)

5'-1"

4'- 0"

6'- 1 1

/2" 6'-

1 1 /2"

CONC. CONTROL JOINT.

(TYP. AS SHOWN)

Ref. 3/A1.1

2'- 0 1

/2"

1'- 0"

EXIST. CONC. SIDEWALK

TO BE RECONSTRUCTED

1 1/2" DIA. ALUMINUM PIPE

RAILINGS (TYP.)

ALIGN

(TYP.)

DEMO PLAN

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

NEW STAIR PLAN

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

TOOLED JOINT

6" CONC. SIDEWALK

WWF 6x6xW1.4xW1.4

REINFORCING @

MID-DEPTH ON CHAIRS

6" COMPACTED

GRAVEL BASE

NOTES:

1. FOR JOINT SPACING REFER TO CONCRETE SIDEWALK JOINT SPACING DETAIL.

2. WHEN REPAIRING/REPLACING PORTIONS OF SIDEWALK, MATCH JOINT LOCATION & SPACING WITH EXISTING JOINTS.

2" 2"

6" CONC. SIDEWALK

6"x6"xW1.4xW1.4 REINFORCING @ MID-DEPTH ON CHAIRS

CONT. # 5'S (TYP. AS SHOWN)

6" COMPACTED GRAVEL BASE

SLOPE

6" 1'-

6"6"

BROOM FINISH TO

EXTENTS SHOWN (TYP.)

DETAIL @ SIDEWALK

SCALE: 1" = 1'-0"3

DETAIL @ SIDEWALK & PAVEMENT

SCALE: 1" = 1'-0"4

GRADE

R= 1/2"

FIN. FLR.

ELEV.=323.7'

REINF. CONCRETE STAIR LATERAL SECTION

SCALE: 1/2" = 1'-0"6

STAIR REPLACEMENT 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 REPLACEMENT SHALL FOLLOW

THE REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN

THE PROJECT MANUAL.

3. EXISTING STAIRS AND HANDRAILS ARE TO BE REMOVED IN THEIR

ENTIRETY. 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.

4. ANY DAMAGE TO THE BUILDING FACADE SHALL BE REPAIRED TO

MATCH THE EXISTING FACADE. ANY PORTION OF THE BUILDING

FACADE REMAINING EXPOSED THAT WASN'T PREVIOUSLY EXPOSED

SHALL BE REPAIRED TO MATCH THE ADJACENT EXISTING FACADE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE

BUILDING CAUSED DURING CONSTRUCTION.

6. REPLACEMENT STAIRS AND HANDRAIL SHALL BE PER THE DETAILS

SHOWN ON THIS SHEET.

7. THE EXISTING STAIRS PROVIDE PENETRATIONS FOR EXISTING

BUILDING UTILITIES (I.E. VENT, DRAIN). THE PROPOSED STAIRS SHALL

PROVIDE PENETRATIONS FOR THE SAME EXISTING UTILITIES.

8. ANY VEGETATED AREA ADJACENT TO WORK AREA THAT IS DISTURBED

SHALL BE TOPSOILED, SEEDED AND STABILIZED IMMEDIATELY.

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

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

EXISTING UTILITY (I.E. VENT, DRAIN) PENETRATIONS

SHALL BE PROVIDED AS PART OF NEW STAIR CONSTRUCTION

3'-8"

(MIN.)

GUARDRAIL ENDS AT POST

BEYOND BUILDING FACE

PROVIDE POSTS w/ HANDRAIL

BRACKETS AS REQD. BEYOND

GUARDRAIL ENDING (ALT.:

EXTENDED BRACKETS FROM

BLDG. FACE)

COMPACTED GRAVEL AS

REQUIRED

CONT. #3 BAR AT STAIR

NOSING. - TYP.

#5 VERT. BARS @

2'-0"o.c. (TYP. EA. SIDE)

(2) CONT. #5 HORIZ.

BARS EA. SIDE @ 2'-0"o.c.

- TYP.

COMPACTED GRAVEL AS

REQUIRED (12" DEEP

MIN.)

(2) CONT. #5 HORIZ. BARS

EA. SIDE @ BOT. OF

WALLS - TYP.

CONT. #5 BARS @

TOP EDGE OF WALLS

ALUM. HANDRAIL

BRACKET

3/4" INTERMEDIATE

ALUM. BALUSTERS @

4"o.c. MAX. (TYP.)

1 1/2" ALUM. GUARDRAIL

ASSEMBLY

FIN. GRADE

@ SECTION

ELEV.=314.5'

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

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

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PIPE

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VENT

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VENT

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MANHOLE

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EXHAUST

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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 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 Concrete Repair Details Sheet 'B'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS224

AutoCAD SHX Text

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text 42"

AutoCAD SHX Text 1 1/4"

1 1/4"

CANOPY

#9A

#26

#69

#60

#12

#28

#11

#25

#22

#14

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

KEY MAP

NTS

REPAIR

LOCATION

4'-

. S

'-1 0 1

/2"

. S

S) 5'-

. S

REMOVE EXIST. CONC. STAIRS &

MTL. RAILINGS IN THEIR ENTIRETY

REMOVE EXIST. CONC. SIDEWALK CONST. IN IT'S ENTIRETY

REMOVE EXIST. CONC. SIDEWALK

CONST. IN IT'S ENTIRETY

EXIST. PAVEMENT LINE (ADJUST AS

NECESSARY FOR NEW STAIRS)

EXIST. PAVEMENT LINE (ADJUST AS

NECESSARY FOR NEW STAIRS)

EXIST. LANDSCAPE AREA

(COOR. w/ CIVIL PLANS)

3'-6 1/2"±

APPROXIMATE AREA OF REQUIRED

REMOVAL OF EXIST. PAVEMENT, LAWN, &

EARTH AS NEEDED FOR NEW STAIR CONST. /

REESTABLISH GRADE & PLANTINGS AFTER

NEW WORK IS COMPLETED (TYP.)

4'-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. FLR.

ELEV.=230.7'

FIN. GRADE

@ SECTION

ELEV.=228.0'

3'- 0"

5'-0"

(LANDING WIDTH)

10"

#5 HORIZ. CONT. - TYP.

EA. SIDE

NEW 6" REINF. CONC.

SIDEWALK SLAB (NOTE

EXTENT OF HATCHING)

7'-

1/ 2"

(7 T

1/ 2"

8'-

5 1 /2"

FIN. GRADE

ELEV.=230.7'

FIN. GRADE

ELEV.=226.5'

1'-

(TYP.)

NEW 6" REINF. CONC. SIDEWALK

SLAB (NOTE EXTENT OF

HATCHING)

1 1/2" DIA. ALUMINUM PIPE

RAILINGS (TYP. EA. SIDE)

EXIST. BIT. CONC.

PAVEMENT TO BE

RECONSTRUCTED

5'-0"

CONC. CONTROL JOINT (TYP. AS SHOWN)

CONC. CONTROL JOINT. (TYP. AS SHOWN)

DEMO PLAN

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

FIN. GRADE

ELEV.=230.7'

2'- 0"

8'-6"

(LANDING)

7'-10 1/2" (7 T @ 13 1/2")

8'-6"

(LANDING)

HIGH VISIBILITY

NOSING EDGE

#5 BENT BAR

@ 12"oc.

(2) #5 BARS CONT.

NEW 6" CONC.

SIDEWALK CONST. w/ W.W.F. (Ref. 3/A1.0)

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.

TOOLED JOINT

NEW 6" CONC. SIDEWALK

CONST. w/ W.W.F. (Ref.

3/A1.0)

EXISTING BITUMINOUS

CONCRETE PAVING

EXISTING BITUMINOUS

CONCRETE PAVING

#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"

(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'-1 1/2"

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

LINE OF SIDEWALL

(BEYOND)

(3) #5's CONT. 3'- 0"

1'- 0"

4'- 2"

(8 R

1/4

2'-0"

1'-0"

NEW STAIR PLAN

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

REINF. CONCRETE STAIR LONGITUDINAL SECTION

SCALE: 1/2" = 1'-0"3

FIN. GRADE

ELEV.=226.5'

REINF. CONCRETE STAIR LATERAL SECTION

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

PROPOSED CURB

STAIR REPLACEMENT 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 REPLACEMENT SHALL FOLLOW

THE REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN

THE PROJECT MANUAL.

3. EXISTING STAIRS AND HANDRAILS ARE TO BE REMOVED IN THEIR

ENTIRETY. 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.

4. REPLACEMENT STAIRS AND HANDRAIL SHALL BE PER THE DETAILS

SHOWN ON THIS SHEET.

5. ANY VEGETATED AREA ADJACENT TO WORK AREA THAT IS DISTURBED

SHALL BE TOPSOILED, SEEDED AND STABILIZED IMMEDIATELY.

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

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

LOCATION 'E' - BLDG 14 (PARKING LOT STAIR)

(REMOVAL / REPLACE WITH SIMILAR CODE-COMPLIANT STAIRS AND HANDRAIL)

NTS

6 1 /4"

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

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

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VAMC

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SHED

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GAS

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PIPE

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VENT

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PIPE

AutoCAD SHX Text

VENT

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MANHOLE

AutoCAD SHX Text

EXHAUST

AutoCAD SHX Text

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 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

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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 Concrete Repair Details Sheet 'C'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS225

AutoCAD SHX Text

CANOPY

WETLANDS

(AS DELINEATED BY ECSI)

#9A

#26

#69

#60

#12

#28

#11

#25

W A

E A

#22

#14

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

RET WALL

KEY MAP

NTS

REPAIR

LOCATION

BLDG. #8

#8A

BLDG. #8

#8A

10'-1 1/2"

(9 T @ 13 1/2")

5'-0"

(LANDING)

22'-6 1/2"

(V.I.F. DIM. TO BLDG. FACE)

5'-0 1/4"

(V.I.F. DIM.

TO MATCH EX.

BLDG. BUMP-OUT)

37'-5 3/4"

(V.I.F. DIM. TO ROAD PAVEMENT)

5'-6 3/8"

(V.I.F.)

6'-2 3/4"

(V.I.F. DIM.

BETW

EEN BLDG. FACES)

1'-11"FIN. GRADE

ELEV.=94.8'

(ASSUMED)

FIN. FLR.

ELEV.=100.0'

(ASSUMED)

1 1/2" DIA. ALUM.

GUARDRAIL &

HANDRAIL

ASSEMBLY

(TYP.)

NEW 6" REINF. CONC.

SIDEWALK SLAB (NOTE

EXTENT OF HATCHING)

CONC. CONTROL JOINT.

(TYP. AS SHOWN) Ref. 3/A1.1

EXIST. BIT.

CONC.

PAVEMENT

TO BE

RECONSTRUCTED

REMOVE EXIST. CONC. SIDEWALK and/or

VEGETATION IN THEIR ENTIRETY ASIDE

OF EXIST. RAMP TO LINE INDICATED /

PREP FOR NEW SIDEWALK CONST.

NEW 6" REINF. CONC. SIDEWALK

SLAB (NOTE EXTENT OF

HATCHING)

REMOVE EXIST. CONC.

SIDEWALK CONST. IN

IT'S ENTIRETY

EXIST. RAMP DN

REMOVE EXIST. CONC.

RAMP & MTL. RAILINGS IN

THEIR ENTIRETY

RAMP REMOVAL - STAIR REPLACEMENT (BLDG 8)

(REMOVAL / REPLACE WITH CODE-COMPLIANT STAIRS AND HANDRAIL)

NEW STAIR PLAN

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

DEMO PLAN

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

1 1/2" DIA. ALUMINUM

PIPE RAILINGS (TYP.)

HIGH VISIBILITY

NOSING EDGE

NEW 6" CONC.

SIDEWALK CONST. w/ W.W.F. (Ref. 3/A1.0)

2'-8"L #3 BENT BAR @ EACH

SIDE & MID-PT. (TYP. @

LANDING CONNECTION)

FIN. GRADE

ELEV.=94.8'

(ASSUMED)

6" COMPACTED GRAVEL BASE

on COMPACTED EARTH

(3) #5 BARS CONT.

EXIST. BLDG.

(V.I.F. EXACT CONS.)

1/2" PRE-FORMED JT. FILLER

SECURE LANDING TO EXIST.

BLDG. FACE w/ DOWELS or CONT. 4x STL. ANGLE &

TAP-CON FASTNERS (V.I.F.

EXACT CONS.)

1'-0"

FIN. FLR.

ELEV.=100.0'

(ASSUMED)

3'- 6"

1'- 0"

5'-0"

(LANDING)

10'-1 1/2" (9 T @ 13 1/2")

'-1

1 1 /2"

(1 0 R

1/4

3'- 0"

5'- 4 1

/4"

#3 BARS - HORIZ.

@ STAIR NOSING. (TYP.)

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

COMPACTED GRAVEL (6" min.)

AND EARTH AS REQUIRED

1'- 5"

1'-1 1/2"

1"6 1 /4"

(SIM.)

REINF. CONCRETE STAIR - LONGITUDINAL SECTION

STAIR REPLACEMENT 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 REPLACEMENT SHALL FOLLOW

THE REQUIREMENTS OF THE MATERIAL SPECIFICATION INCLUDED IN

THE PROJECT MANUAL.

3. EXISTING RAMP AND HANDRAILS ARE TO BE REMOVED IN THEIR

ENTIRETY. 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.

4. REPLACEMENT STAIRS AND HANDRAIL SHALL BE PER THE DETAILS

SHOWN ON THIS SHEET.

5. ALL DIMENSIONS OF CONCRETE SIDEWALK BETWEEN BUILDINGS 8

AND 8A SHALL BE FIELD VERIFIED.

6. REPAIR DAMAGED AND EXPOSED BUILDING FACADE AS NECESSARY

TO MATCH EXISTING FACADE.

7. ANY VEGETATED AREA ADJACENT TO WORK AREA THAT IS DISTURBED

SHALL BE TOPSOILED, SEEDED AND STABILIZED IMMEDIATELY.

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

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

1'-0"

1 1/2" DIA. ALUM.

HANDRAIL w/ BRACKETS

TO BLDG. FACE AS REQ'D.

1'-0"4"

MAX.

CL CL

4" INTERMEDIATE

ALUM. BALUSTERS @

4" o.c. MAX. (TYP.)

3'- 0"

L H

#4 BARS - HORIZ.

@ 12"o.c. (TYP.)

#5 BENT BAR

@ 12"oc.

CONT. #5 BARS EA. SIDE @ MID.

& BOT.

(3) #5 CONT.

#5 @ 24" O.C.

KEYWAY

#5 VERT. BAR w/ HOOK @ 2'-0" o.c.

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"

AutoCAD SHX Text S

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AutoCAD SHX Text

VAMC

AutoCAD SHX Text

SHED

AutoCAD SHX Text

GAS

AutoCAD SHX Text

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 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 T

AutoCAD SHX Text E

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AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Concrete Repair Details Sheet 'D'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS226

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text A1.1

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

YIELD/ DO NOT

ENTER SIGN

STOP SIGN

EXIT SIGN

BUILDING SIGN

LOT "O" SIGN

ONEWAY SIGN

STOP SIGN

VA WELCOME

SIGN

LOT "G" SIGN

LOT "P" SIGN

LIGHT POLE

LIGHT POLE LIGHT POLE

LIGHT POLE

LIGHT POLELIGHT POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT POLESTOP SIGN

STOP SIGN

BITUM

PAVING

REMOVE CONC SW

(APPROX 200 SF)

REMOVE CONC SW

(APPROX 563 SF)

REMOVE CONC SW

(APPROX 264 SF)

REMOVE BITUMINUS CURB

(APPROX 125 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

CANOPY

WETLANDS

(AS DELINEATED BY ECSI)

STOP SIGN

LIGHT POLE

LIGHT

POLE

LIGHT POLE

#9A

#26

#7A

#69

#60

#12

#42

#28

#11

#63

#25

#22

#14

LIGHT POLE

BUILDING 63

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 27

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 34

TO BE DEMOLISHED

BUILDING 42

TO BE DEMOLISHED

BUILDING T8

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T13

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T15

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T7

(KWAN SET HUT)

TO BE DEMOLISHED

GRAV

DRIVE

BIT

UM PA

VIN

GRAVEL AREA

(TO BE REMOVED)

STORMWATER BASIN

STORMWATER

BASIN

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

CONC SW

COVERED CONC SW

CONC SW

RET WALL

COVERED CONC SW

CONC SW

CONC SW CO

CONC SW

D C

CONC SW

BRICK SW

CONC SW

LANDSCAPE TIMBER WALL

CONC SW

CONC.

CONC

BRICK SW

CONC SW

BITUM PAVING

BIT

VIN

BITUM PAVING

COVERED CON SW

KEY MAP

NTS

REPAIR

LOCATION

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

PROJECT MANUAL.

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 LANDINGS SHALL BE REPAIRED PER THE

SIKAQUICK 1000 OVERLAY DETAIL AND SPECIFICATION.

7. NON-WALKING VERTICAL SURFACES SHALL BE REFURBISHED PER THE

SIKAGARD 550W DETAIL AND SPECIFICATION.

8. WALKING VERTICAL SURFACES (I.E. STAIR RISERS) SHALL BE

REPAIRED AND REFURBISHED PER THE SIKAGARD VOH DETAIL AND

SPECIFICATION.

9. AFTER THE REPAIRS ARE COMPLETED, THE STAIR TREADS AND

RISERS, AS WELL AS THE LANDINGS SHALL BE TREATED PER THE

SIKAGARD FLEXCOAT SYSTEM WATERPROOF DETAIL AND

SPECIFICATION.

10. REPAIR DAMAGED AND EXPOSED BUILDING FACADE AS NECESSARY

TO MATCH EXISTING FACADE.

11. ANY VEGETATED AREA ADJACENT TO WORK AREA THAT IS DISTURBED

SHALL BE TOPSOILED, SEEDED AND STABILIZED IMMEDIATELY.

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

WITHOUT EVIDENCE OF SPILLOVERS ONTO ADJACENT AREAS.

VERTICAL FACE OF STAIRS & LANDING

TO BE REFURBISHED

SURFACE OF LANDING

TO BE REPAIRED

SURFACE OF LANDING

TO BE REPAIRED

TREAT WALKING SURFACE

OF STAIRS & LANDINGS

WITH WATERPROOFING

REPAIR CONCRETE STAIRS

AS NECESSARY

VERTICAL FACE OF STAIRS & LANDING

TO BE REFURBISHED

SURFACE OF LANDING

TO BE REPAIRED

VERTICAL FACE OF STAIRS & LANDING

TO BE REFURBISHEDREPAIR CONCRETE STAIRS

AS NECESSARY

SURFACE OF LANDING

TO BE REPAIRED

(AS NECESSARY)

LOCATION 'B' - BLDG 11 (NORTH STAIR)

(STAIR & LANDING REPAIR / REFURBISHMENT)

NTS

AutoCAD SHX Text S

AutoCAD SHX Text

FF 321.86

AutoCAD SHX Text

FF 321.83

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

VAMC

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SHED

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GAS

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PIPE

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VENT

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PIPE

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VENT

AutoCAD SHX Text

MANHOLE

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EXHAUST

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GAS

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MET

AutoCAD SHX Text Y

AutoCAD SHX Text D

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

GAS

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MET

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AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text

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 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

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AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

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AutoCAD SHX Text I

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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 Concrete Repair Details Sheet 'E'

AutoCAD SHX Text

AutoCAD SHX Text Exterior Site Improvements

AutoCAD SHX Text 100% Review Plans

AutoCAD SHX Text

CS227

AutoCAD SHX Text

LOCATION 'B' - BLDG #11 (NORTH SIDE STAIR)

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

34" CONTINUOUS TOOLED CHAMFER

AutoCAD SHX Text

CONCRETE STAIR REPAIR

AutoCAD SHX Text

NTS

AutoCAD SHX Text

YIELD/ DO NOT

ENTER SIGN

STOP SIGN

EXIT SIGN

BUILDING SIGN

LOT "O" SIGN

ONEWAY SIGN

STOP SIGN

VA WELCOME

SIGN

LOT "G" SIGN

LOT "P" SIGN

LIGHT POLE

LIGHT POLE LIGHT POLE

LIGHT POLE

LIGHT POLELIGHT POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT POLESTOP SIGN

STOP SIGN

BITUM

PAVING

REMOVE CONC SW

(APPROX 200 SF)

REMOVE CONC SW

(APPROX 563 SF)

REMOVE CONC SW

(APPROX 264 SF)

REMOVE BITUMINUS CURB

(APPROX 125 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

REMOVE BITUMINUS CURB

(APPROX 193 LF)

CANOPY

WETLANDS

(AS DELINEATED BY ECSI)

STOP SIGN

LIGHT POLE

LIGHT

POLE

LIGHT POLE

#9A

#26

#7A

#69

#60

#12

#42

#28

#11

#63

#25

#22

#14

LIGHT POLE

BUILDING 63

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 27

(GREENHOUSE)

TO BE DEMOLISHED

BUILDING 34

TO BE DEMOLISHED

BUILDING 42

TO BE DEMOLISHED

BUILDING T8

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T13

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T15

(KWAN SET HUT)

TO BE DEMOLISHED

BUILDING T7

(KWAN SET HUT)

TO BE DEMOLISHED

GRAV

DRIVE

BIT

UM PA

VIN

GRAVEL AREA

(TO BE REMOVED)

STORMWATER BASIN

STORMWATER

BASIN

TRANSFORMER

PAD

S60°10'42"E 670.00'

S17°40'42"E 1260.00'

CONC SW

COVE…

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