5- Albany Civil - stamped.pdf

CI001

CIVIL LEGEND, ABBREVIATIONS, AND GENERAL

NOTES

GENERAL NOTES:ABBREVIATIONS

AC AIR CONDITIONING UNITS

BC BOTTOM CURB

BIT BITUMINOUS

BOW BOTTOM OF WALKWAY

COR CONTRACTING OFFICER'S REPRESENTATIVE

CB CATCH BASIN

CC CONCRETE CURB

CI CAST IRON

CJ CONTROL JOINT

CO CLEAN OUT

CONC CONCRETE

CMP CORRUGATED METAL PIPE

CPP CONCRETE PRESSURE PIPE

D.I.A. DIAMETER

DMH DRAIN MANHOLE

ELEV ELEVATION

EJ EXPANSION JOINT

EOP EDGE OF PAVEMENT

E.W. EACH WAY

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

H.P. HIGH POINT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING EQUIPMENT

I.D. INSIDE DIAMETER

INV. PIPE INVERT

L LENGTH

LSA LANDSCAPED AREA

MEAS. MEASURED

MH MANHOLE

MIN MINIMUM

N/F NOW OR FORMALLY

O.C. ON CENTER

PIV POST INDICATOR VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

R RADIUS

(R) RECORD INFORMATION

REC. PER RECORD MAPPING

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RFI REQUEST FOR INFORMATION

S PIPE SLOPE

SMH SEWER MANHOLE

S.S. STAINLESS STEEL

TC TOP CURB

T.G. TOP GRATE ELEVATION

TYP. TYPICAL

VA VETERANS AFFAIRS

VGC VERTICAL GRANITE CURB

VIF VERIFY IN FIELD

WWF WELDED WIRE FABRIC

W/ WITH

YD YARD DRAIN

Ø DIAMETER

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

CONSTRUCTION AND REPORT DISCREPANCIES VIA THE REQUEST FOR INFORMATION (RFI)

PROCESS. THE CONTRACTOR SHALL PROCEED WITH THE WORK ONLY AFTER THE

DISCREPANCIES HAVE BEEN RESOLVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR).

2. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY DETAIL AND CONDITION.

CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLETE THE PROJECT BASED ON

ALL THE INFORMATION PROVIDED AND INFORMATION OBTAINED DURING A THOROUGH SITE

VISIT PRIOR TO SUBMISSION OF BID.

3. CARE SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SYSTEMS AND SURFACES

TO REMAIN. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE

REPAIRED OR REPLACED AS APPROVED BY THE COR AT NO ADDITIONAL COST TO THE VA.

4. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS AS REQUIRED TO CONTROL DUST AND NOT

DISRUPT BASE OPERATIONS.

5. THE CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION AND FINISHES THAT ARE TO

REMAIN.

6. THE CONTRACTOR SHALL PROVIDE BARRICADES AT ALL WORK AREAS TO PREVENT

UNAUTHORIZED PERSONNEL FROM ENTERING AREAS OF WORK.

7. ALL DIMENSIONS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.

8. THE CONTRACTOR SHALL COORDINATE THE TIMING AND SEQUENCE OF THE WORK WITH THE

COR.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL

DEMOLITION MATERIALS, UNLESS NOTED OTHERWISE.

10. COORDINATE CLEANING OF THE WORK AREA WITH ALL APPLICABLE CITY, STATE, AND FEDERAL

REGULATIONS.

11. EXECUTE WORK IN A CAREFUL AND ORDERLY MANNER WITH LEAST POSSIBLE DISTURBANCE TO

THE PUBLIC AND OTHER OCCUPANTS OF THE FACILITY.

12. "PROVIDE" MEANS FURNISH AND INSTALL.

13. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

14. THE CONTRACTOR AND ALL TRADES SHALL NOTE REQUIREMENTS OF GENERAL NOTES HERE AS

WELL AS NOTES ON ALL OTHER SHEETS.

15. REFER TO ALL CONSTRUCTION DOCUMENTS FOR REQUIREMENTS WHICH MAY AFFECT THE

WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS (UNLESS NOTED

OTHERWISE) AND WORKMANSHIP IN ACCORDANCE WITH FEDERAL, STATE, CITY, AND LOCAL

BUILDING CODES AND THEIR REQUIREMENTS. ANY DISCREPANCIES OR INCONSISTENCIES

BETWEEN THE CODE AND THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE

ATTENTION OF THE COR PRIOR TO PROCEEDING WITH ANY ASSOCIATED WORK.

17. WHERE DRAWINGS DO NOT ADDRESS INSTALLATION METHODOLOGY, THE CONTRACTOR SHALL

BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURER'S SPECIFICATIONS,

AND INDUSTRY STANDARDS.

18. UTILITY INTERRUPTIONS SHALL BE SCHEDULED 14-WORKING DAYS BEFORE DATE OF

INTERRUPTION. COORDINATE WITH COR.

19. CONTRACTOR SHALL NOT OPERATE GAS OR DIESEL EQUIPMENT WITHIN 75 FEET OF BUILDING

AIR INTAKES.

20. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO VA REQUIREMENTS AND

ABSENT OF VA REQUIREMENTS STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION

STANDARD HIGHWAY SPECIFICATIONS.

21. CONTRACTOR SHALL PERFORM A SUBSURFACE UTILITY LOCATION SURVEY. RESULTS SHALL BE

PROVIDED TO VA COR.

22. CONTRACTORS SCOPE OF WORK INCLUDES DEMOLITION OF SELECT SITE FEATURES AS

INDICATED ON THE DRAWINGS, EXCAVATION FOR AND INSTALLATION OF ELECTRICAL DUCT

BANK, EXCAVATION FOR AND INSTALLATION OF ELECTRICAL VAULTS, INSTALLATION OF DRAIN

PIPING, SOIL BACKFILL AND COMPACTION, PAVEMENT AND CURB RESTORATION, LAWN

RESTORATION.

23. CONTRACTOR SHALL DE-WATER AS NEEDED IN ACCORDANCE WITH LOCAL AND STATE

REQUIREMENTS. CONTRACTOR SHALL SECURE ALL NECESSARY PERMIT APPROVALS PRIOR TO

DE-WATERING.

PROPOSED

LIMIT OF DEMOLITION (APPROXIMATE)

KEYED NOTE, "X" INDICATES NUMBER

CATCH BASIN

DRAIN PIPE

DRAIN MANHOLE

CONTOUR

SPOT ELEVATION

8.6

INDEX CONTOUR

INTERMEDIATE CONTOUR

CHAINK LINK FENCE

SIGNS

LIGHT POLE

SANITARY MANHOLE

ELECTRIC MANHOLE

LEGEND

EXISTINGDESCRIPTION

UNDERGROUND WATER

UNDERGROUND STORMWATER

UNDERGROUND ELECTRIC

UNDERGROUND SANITARY SEWER SA

COMPOST SOCK

FLOW DIRECTION

W

ST

UGE

OVERHEAD POWER OHE

D

ELECTRIC HANDHOLE

GATE VALVE

FIRE HYDRANT

POST INDICATOR VALVE

ROOF DRAIN

UNDERGROUND GAS G

ALUMINUM FENCE

SANITARY AND STORMWATER COMBINED

SURVEY AND UTILITY NOTES

1. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS

KNOWN AND OFTEN MUST BE ESTIMATED. UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS

ARE NOT COVERED BY THIS SURVEY.

2. PROJECTION TO NEW YORK STATE PLANE GRID COORDINATES: NAD 1983 (2011) NY WESTERN ZONE, COORDINATES DERIVED THROUGH KINEMATIC GPS OBSERVATIONS TIED TO THE NYS CORS

NETWORK.

3. ELEVATIONS WHERE SHOWN ARE REFERENCED TO NAVD88 DERIVED THROUGH KINEMATIC GPS

OBSERVATIONS TIED TO THE NYS CORS NETWORK.

BENCHMARK, SIGN, BOLLARD

PIN, PIPE, SET PIN

CENTERLINE OF PAVEMENT

CENTERLINE OF RIGHT-OF-WAY

TREE LINE, DECIDUOUS TREE,

CONIFEROUS TREE

EASEMENT LINE

RIGHT-OF-WAY LINE

ADJOINER BOUNDARY LINE

SUBJECT BOUNDARY LINE

SA/ST

CLEAN-OUT CO

GV

E

WSPIGOT

ELECTRIC METER

POWERPOLE

GUY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

TRANSFORMER

ELECTRIC HAND HOLE E

H

U G

E

U G

E

U G

E

U G

E

U

G

E

U

G

E

GATE

CONC. WALK

GRAVEL

GRAVEL

GRAVEL

23.0'

73.5'

14.7'

8.5'

33.4'

41.0'

MYRTLE AVE

CONC. RETAINING WALL

60"

5"

5"

5"

10"

G

G

G

G

G

G

C C

D

ELECTRIC HAND

HOLE

ELECTRIC

HAND HOLE

ELECTRIC

HAND HOLE

GV

LIGHT POLE

LIGHT

POLE

LIGHT POLE

CONDUITS

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

POWER GATE

MOTOR

POWER GATE

MOTOR

CONDUIT

CONDUITS (2)

NO PARKING

NO PARKING

ONE WAY

NO PARKING

DRUG FREE

SCHOOL ZONE

BIKE IN LANE

S

W

U

U

BELL ATLANTIC 45_S

NG 44

CONC. WALK

ELEC.

STRC.

ELEC.

STRC.

ELEC.

STRC.

CONDITIONER

ELEC.

STRC.

SWITCHGEAR

ALUMINUM FENCE

CHAINLINK FENCE

C H

A I N

L I N

K

F

E N

C E

ASPHALT

ASPHALT

CONC.

VENT

M

E

T

A

L

D

E

C

K

P

O

R

C

H

C

O

N

C

W

L

K

ELEC.

STRC.

CHAINLINK FENCE

ON WALL

E

X

I

S

T

I

N

B

I

L

D

I

EXISTING BUILDING 3

EXISTING BUILDING 54

LOADING DOCK

O V

E R

H A

N G

CONC.

STEPS

C O

N C

R

E T

A I N

I N

G

W

A L L

ASPHALT

GRANITE CURB

ASPHALT

M

E

T

F

N

C

E

O

N

L

L

CONC.

CHAINLINK FENCE

F.F.E. = 178.66

F.F.E. = 177.48

F.F.E. = 190.63

C

O

N

L

K

CONC.

CONC.

S

S

S

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 34

15kV

OPEN UTILITY YARD

WALL

W A

L L

EXISTING EMH-3

EXISTING EMH-1

E E

E E

U G

E

U G

E

RETAINING WALL

FOOTING

RETAINING WALL

FOOTING

LIMIT OF WORK

S E

E

N

O T

E

SOIL STOCKPILE (TYP)

T

T

T

T

LIMIT OF WORK

CD101

EXISTING CONDITIONS /

DEMOLITION PLAN

SCALE: 1" = 10'

0 20 30 40

1. REFER TO SHEET CI001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. SAWCUT (WET METHOD) AND REMOVE PAVEMENT, CONCRETE, AND EXCAVATE SOIL TO THE LIMITS

SHOWN OR NEEDED TO COMPLETE THE WORK.

3. SUPPORT AND PROTECT IN PLACE THE EXISTING RETAINING WALLS.

4. SUPPORT AND PROTECT IN PLACE EXISTING WATER MAIN.

5. SURPLUS AND UNSUITABLE SOIL SHALL BE REMOVED AND LAWFULLY DISPOSED IN ACCORDANCE

WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.

6. SOIL TO BE REUSED MAY BE STOCKPILED ONSITE AT A LOCATION AGREED TO BY THE COR. SOIL THAT

IS TO BE RE-USED MAY BE STORED ONSITE AND COVERED WITH SECURED TARPAULINS TO PREVENT

EROSION.

7. THE CONTRACTOR SHALL STAGE ALL MATERIALS AND STOCKPILES WITHIN THE FENCED FOOTPRINT

OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES WITHIN THE

STAGING AREA AT ALL TIMES.

8. IF THE TOTAL DISTURBED AREA IS ≥ 5,000 SQ. FT. THE CONTRACTOR SHALL PREPARE A SWPPP AND

HAVE IT APPROVED BY THE CITY OF ALBANY PRIOR TO BEGINNING WORK.

9. THE EMS LOADING DOCK AT BUILDING 3 IS ACTIVE. THE CONTRACTOR SHALL COORDINATE DRIVEWAY

SHUTDOWNS WITH THE VA COR AND PLAN WORK ACCORDINGLY TO MINIMIZE DOWNTIME. THE

CONTRACTOR SHALL PROVIDE METAL PLATES SUITABLE TO SUPPORT TRUCKS TO BRIDGE THE

EXCAVATION AS NEEDED.

10. EXISTING NATURAL GAS PIPELINE IS APPROXIMATELY 32 INCHES DEEP.

11. A TEMPORARY FENCE HAS TO BE PLACED WHEN A PORTION OF THE FENCE IS REMOVED OVER NIGHT.

1. REMOVE AND DISPOSE PAVEMENT.

2. REMOVE AND DISPOSE CONCRETE.

3. REMOVE AND DISPOSE FENCE AFTER NEW SECTIONS OF FENCE ARE IN AND SECURED.

4. REMOVE GRAVEL AND STOCKPILE FOR REINSTALLATION.

5. REMOVE AND DISPOSE CONCRETE SIDEWALK.

6. REMOVE FENCE AND STOCKPILE FOR REINSTALLATION. SEE NOTE 11.

7. REMOVE AND DISPOSE LAWN.

8. FURNISH AND INSTALL EROSION CONTROL DEVICE. (DETAIL C2 AND F1, CK102)

9. FURNISH AND INSTALL INLET PROTECTION. (DETAIL B5, CK101)

KEY NOTES

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

GATE

CONC. WALK

GRAVEL

GRAVEL

GRAVEL

23.0'

73.5'

14.7'

8.5'

33.4'

41.0'

MYRTLE AVE

CONC. RETAINING WALL

60"

5"

5"

5"

10"

ELECTRIC HAND

HOLE

ELECTRIC

HAND HOLE

ELECTRIC

HAND HOLE

E

E

E E

LIGHT POLE

LIGHT

POLE

LIGHT POLE

CONDUITS

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

POWER GATE

MOTOR

POWER GATE

MOTOR

CONDUIT

NO PARKING

NO PARKING

ONE WAY

NO PARKING

DRUG FREE

SCHOOL ZONE

BIKE IN LANE

S

W

U

U

BELL ATLANTIC 45_S

NG 44

CONC. WALK

ELEC.

STRC.

ELEC.

STRC.

ELEC.

STRC.

E

E E

E

E

CONDITIONER

ELEC.

STRC.

SWITCHGEAR

ALUMINUM FENCE

CHAINLINK FENCE

ASPHALT

ASPHALT

CONC.

M

E

T

C

K

P

O

R

C

H

C

O

N

L

K

ELEC.

STRC.

CHAINLINK FENCE

ON WALL

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 3

EXISTING BUILDING 54

LOADING DOCK

O V

E R

H A

N G

CONC.

STEPS

C O

N C

R

E T

A I N

I N

G

W

A L L

ASPHALT

GRANITE CURB

ASPHALT

M

E

T

N

C

E

N

L

L

CONC.

CHAINLINK FENCE

F.F.E. = 178.66

F.F.E. = 177.48

F.F.E. = 190.63

C

O

N

L

K

CONC.

CONC.

S

S

S

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 34

OPEN UTILITY YARD

WALL

W A

L L

EXISTING EMH-3

EXISTING EMH-1

RETAINING WALL

FOOTING

RETAINING WALL

FOOTING

E

E

E

H

H

19.8

0G

A

T

E

PROPOSED

CONCRETE

PAD

G

A

T

E

G

A

T

E

CLEAR SPACE

C L

E A

R

S

P A

C E

CLEAR SPACE

19.8

10.0

G

A

T

E

G

A

T

E

22.2

4.0

4.0

PROPOSED

PROPANE TANKS

REFER TO NOTE 2

1.4

34.2

10.4

EXISTING

CONCRETE

PAD

CS101

SITE PLAN

SCALE: 1" = 10'

0 20 30 40

1. REFER TO SHEET CI001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION

3. DISTURBED GRAVEL AND LAWN AREAS SHALL BE REPLACED IN KIND.

1. FURNISH AND INSTALL EQUIPMENT PAD. (DETAIL F6, CK101)

2. FURNISH AND INSTALL 8 FEET HIGH FENCE AND GATES. (DETAILS C8 & F8, CK102 )

3. FURNISH AND INSTALL CONCRETE SIDEWALK. (DETAIL C9, CK101)

4. FURNISH AND INSTALL TOPSOIL AND GRASS SEED. (DETAIL D6, CK101)

5. FURNISH AND INSTALL GRAVEL. (B1, CK101)

6. REINSTALL FENCE.

7. FURNISH AND INSTALL CONCRETE PAD. (DETAIL C9, CK101)

KEY NOTES

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390

CONC. WALK

GRAVEL

GRAVEL

GRAVEL

23.0'

73.5'

14.7'

8.5'

33.4'

41.0'

MYRTLE AVE

CONC. RETAINING WALL

60"

5"

5"

5"

10"

ELECTRIC HAND

HOLE

ELECTRIC

HAND HOLE

ELECTRIC

HAND HOLE

E

E

E E

LIGHT POLE

LIGHT

POLE

LIGHT POLE

CONDUITS

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

POWER GATE

MOTOR

POWER GATE

MOTOR

CONDUIT

NO PARKING

NO PARKING

ONE WAY

NO PARKING

DRUG FREE

SCHOOL ZONE

BIKE IN LANE

S

W

U

U

BELL ATLANTIC 45_S

NG 44

CONC. WALK

ELEC.

STRC.

ELEC.

STRC.

ELEC.

STRC.

E

E E

E

E

CONDITIONER

ELEC.

STRC.

SWITCHGEAR

ALUMINUM FENCE

CHAINLINK FENCE

ASPHALT

ASPHALT

CONC.

M

E

T

C

K

P

O

R

C

H

C

O

N

L

K

ELEC.

STRC.

CHAINLINK FENCE

ON WALL

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 3

EXISTING BUILDING 54

LOADING DOCK

O V

E R

H A

N G

CONC.

STEPS

C O

N C

R

E T

A I N

I N

G

W

A L L

ASPHALT

GRANITE CURB

ASPHALT

M

E

T

N

C

E

N

L

L

CONC.

CHAINLINK FENCE

F.F.E. = 178.66

F.F.E. = 177.48

F.F.E. = 190.63

C

O

N

L

K

CONC.

CONC.

S

S

S

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 34

OPEN UTILITY YARD

WALL

W A

L L

EXISTING EMH-3

EXISTING EMH-1

RETAINING WALL

FOOTING

RETAINING WALL

FOOTING

E

E

E

H

H

178.9

178.9

179.1

179.1

SEE NOTE 2

EMH-A RIM=178.9

SEE NOTE 2

SEE NOTE 2

178.5

178.5

178.4

178.4

S

T

SEE NOTE 2

LIMIT OF

PAVING

SEE NOTE 2

EMH-B RIM=186.6

183.5

183.6

183.4

183.5

SEE NOTE 2

EHH RIM=179.9

LIMIT OF

PAVING

SEE NOTE 2

SEE NOTE 2

EXISTING CATCH BASIN

RIM=176.81

CG101

GRADING PLAN

SCALE: 1" = 10'

0 20 30 40

1. REFER TO SHEET CI001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. MATCH EXISTING GRADE UNLESS NOTED OTHERWISE.

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390

H

E

O H

E

O H

E

CONC. WALK

GRAVEL

GRAVEL

GRAVEL

23.0'

73.5'

14.7'

8.5'

33.4'

41.0'

WOOD BOARD FENCE

MYRTLE AVE

CONC. RETAINING WALL

60"

5"

5"

5"

10"

C C

D

E

E

E E

CONDUITS

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

POWER GATE

MOTOR

POWER GATE

MOTOR

CONDUIT

NO PARKING

NO PARKING

ONE WAY

NO PARKING

BIKE IN LANE

S

W

U

U

CONC. WALK

ELEC.

STRC.

ELEC.

STRC.

ELEC.

STRC.

E

E E

E

E E

CONDITIONER

ELEC.

STRC.

SWITCHGEAR

ALUMINUM FENCE

CHAINLINK FENCE

ASPHALT

ASPHALT

CONC.

P

O

R

C

H

C

O

N

L

K

ELEC.

STRC.

CHAINLINK FENCE

ON WALL

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 3

EXISTING BUILDING 54

LOADING DOCK

O V

E R

H A

N G

CONC.

STEPS

C O

N C

R

E T

A I N

I N

G

W

A L L

ASPHALT

GRANITE CURB

ASPHALT

M

E

T

N

C

E

N

L

L

CONC.

ELEC. STRC.

CHAINLINK FENCE

F.F.E. = 188.84

F.F.E. = 178.66

F.F.E. = 177.48

F.F.E. = 190.63

C

O

N

L

K

CONC.

CONC.

S

S

S

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 34

OPEN UTILITY YARD

WALL

W A

L L

RETAINING WALL

FOOTING

RETAINING WALL

FOOTING

E

E

E

H

H

CP101

PAVING PLAN

SCALE: 1" = 10'

0 20 30 40

1. REFER TO SHEET CI001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

1. FURNISH AND INSTALL PAVEMENT PATCH. (DETAIL B7, CK101)

2. FURNISH AND INSTALL CONCRETE PATCH. (DETAIL D1, CK101)

KEY NOTES

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390

S

T S

A S

T S

A S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

T

S

A

S

T

S

A

S

T

S

A

S

T

S

A

S

T

S

A

S

T

S

A

S

T

S

A

S

T

S T

ST ST ST ST

ST ST

S

A

S

A

S

A

S

A

S

T

S

A

S

T

S

A

S

A

S

A

S

A

S

T

S

A

S

T

S

A

S

T

U G

E

U G

E

U

G

E

U

G

E

UGE

UGE

U G

E

U

G

E

U G

E

U

G

E

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

UGE UGE UGE

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

UGE

UGE

U G

E

U

G

E

U

G

E

U G

E

U

G

E

U G

E

U

G

E

U

G

E

U G

E

U

G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U

G

E

U G

E

UGE UGE

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U

G

E

U G

E

U

G

E

UGE U

G

E

U G

E

U

G

E

U G

E

UGE

UGE

UGE

UGE

U G

E

U G

E U

G E

U

G

E

U

G

E

U

G

E

UGE

U

G E

U

G

E

U

G

E

U G

E

GATE

O H

E

O H

E

O H

E

CONC. WALK

GRAVEL

GRAVEL

GRAVEL

23.0'

73.5'

14.7'

8.5'

33.4'

41.0'

MYRTLE AVE

CONC. RETAINING WALL

60"

5"

5"

5"

10"

G

G

G

G

G

G

W

W W

W

W

W

W

W W W

W

W

W

W

W

W

W

W W

W W

W

W

W W

W

W

W

W

W W

W

W

C C

D

ELECTRIC HAND

HOLE

ELECTRIC

HAND HOLE

ELECTRIC

HAND HOLE

E

E

E E

GV

HYD.

LIGHT POLE

LIGHT

POLE

LIGHT POLE

CONDUITS

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

6" PVC STUB

POWER GATE

MOTOR

POWER GATE

MOTOR

CONDUIT

NO PARKING

NO PARKING

ONE WAY

NO PARKING

DRUG FREE

SCHOOL ZONE

BIKE IN LANE

S

W

U

U

BELL ATLANTIC 45_S

NG 44

CONC. WALK

ELEC.

STRC.

ELEC.

STRC.

ELEC.

STRC.

E

E E

E

E

CONDITIONER

ELEC.

STRC.

SWITCHGEAR

ALUMINUM FENCE

CHAINLINK FENCE

ASPHALT

ASPHALT

CONC.

VENT

M

E

T

C

K

P

O

R

C

H

C

O

N

L

K

ELEC.

STRC.

CHAINLINK FENCE

ON WALL

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 3

EXISTING BUILDING 54

LOADING DOCK

O V

E R

H A

N G

CONC.

STEPS

C O

N C

R

E T

A I N

I N

G

W

A L L

ASPHALT

GRANITE CURB

ASPHALT

M

E

T

N

C

E

N

L

L

CONC.

CHAINLINK FENCE

F.F.E. = 178.66

F.F.E. = 177.48

F.F.E. = 190.63

DI

RIM = 176.81

NW INV. 8" CPP = 173.54

S INV. 8" CPP = 173.57

DMH

RIM = 173.46

NW INV. 8" CPP = 170.08

W INV. 6" PVC = 171.95

W INV. 12" STL = 165.85

SE INV. 18" RCP = 165.58

SMH

RIM = 175.07

W INV. 18" VCP (REC.) = 164.95

BOTTOM = 154.99

C

O

N

L

K

DI

RIM = 173.59

FILLED W/ WATER

BOTTOM = 167.70

SMH

RIM = 174.29

W INV. 12" STL = 166.76

W INV. 12" STL = 166.37

W INV. 4" STL = 164.83

CONC.

CONC.

U

G

E

U

G

E

S

S

S

SMH

RIM = 186.66

N INV. 18" RCP = 165.01

E INV. 18" VCP (REC.) = 164.96

SSW INV. 15" VCP (REC.) = 165.11

SW INV. = 12" STL = 174.68

SMH

RIM = 186.33

NE INV. 15" VCP (REC.) = 176.35

SE INV. 15" STL (REC.) = 176.48

SW INV. 6" PVC = 176.91

E

X

I

S

T

I

I

L

D

I

EXISTING BUILDING 34

15kV

K

V

U G

E U

G E

U G

E U

G E

U G

E

U G

E

K

V

OPEN UTILITY YARD

WALL

W A

L L

S T

DMH

RIM = 182.56

SE INV. PVC = 177.76

DI

RIM = 181.45

NW INV. 8" PVC = 176.34

SE INV. 8" PVC = 176.27

SUMP = 175.85

EXISTING EMH-3

EXISTING EMH-1

RETAINING WALL

FOOTING

RETAINING WALL

FOOTING

DUCTBANK INV.

ELEV.=183.5±

I

P

V

L

L=57.6 S=0.01

6 IN

CH PVC SCH 40

DRAIN PIPE INV.

ELEV=166.0

DRAIN PIPE INV.

ELEV=165.2

PROVIDE REBAR REINFORCEMENT IN DUCTBANK

DO NOT DISTURB WATER LINE

150' RADIUS FROM

FIRE HYDRANT

E D

E

D

D

D

D

D

D

E

E

E

E

2+80

0+00

1+00

2+00

E

H

H

E E

G

G co co

DRAIN PIPE INV.

ELEV=165.4

DRAIN PIPE INV.

ELEV=166.6

DUCTBANK INV.

ELEV.=167.7±

DUCTBANK INV.

ELEV.=174.3±

SEE NOTE 2 FOR

ELECTRICAL

EQUIPMENT

LOCATIONS

PROPOSED

PROPANE

TANKS

SEE NOTE 11

DUCTBANK INV.

ELEV.=179.0±

SEE NOTE 2

PROPOSED PROPANE PIPE

LINE SEE NOTE 11

DUCTBANK INV.

ELEV.=169.6±

DUCTBANK INV.

ELEV.=166.6±

DUCTBANK INV.

ELEV.=183.5±

CU101

UTILITY PLAN

SCALE: 1" = 10'

0 20 30 40

1. FURNISH AND INSTALL ELECTRICAL DUCTBANK. (DETAIL C3, CK101)

2. FURNISH AND INSTALL ELECTRICAL VAULT. (DETAIL F1, CK101)

3. FURNISH AND INSTALL 6 INCH PVC SCH 40 DRAIN PIPE. (DETAIL D4, CK101)

4. FURNISH AND INSTALL ELECTRIC HAND HOLE. REFER TO NOTE 2.

5. FURNISH AND INSTALL CLEAN OUT AND TRAP. (DETAIL D4 & F4, CK102)

KEY NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

N

1. REFER TO SHEET CI101 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

3. RESTORE DISTURBED LAWN AREAS WITH TOPSOIL AND GRASS SEED.

4. SOIL THAT IS TO BE RE-USED MAY BE TEMPORARILY STORED ONSITE AND COVERED WITH SECURED

TARPAULINS TO PREVENT EROSION.

5. SURPLUS SOIL SHALL BE HAULED OFFSITE AND DISPOSED IN ACCORDANCE WITH LOCAL, STATE, AND

FEDERAL REQUIREMENTS.

6. EROSION CONTROL MAY BE REMOVED ONCE A MOWABLE STAND OF GRASS HAS GROWN AND

PAVEMENT HAS BEEN INSTALLED.

7. THE CONTRACTOR SHALL DISCHARGE NO WASTE OR SURPLUS CONCRETE ONTO THE VA PROPERTY

DUE TO THE WASHING OF CONCRETE CONTAINERS. THE CONTRACTOR SHALL UTILIZE THE METHODS

PROVIDED BY THE EPA TO CONTAIN CONCRETE WASHOUT FOR PROPER DISPOSAL OR REUSE. THE

CONTRACTOR SHALL ENSURE THE COLLECTED CONCRETE WASHOUT IS REMOVED AND

SURRENDERED TO A STATE OF NEW YORK OR CITY OF ALBANY APPROVED WASTE CONCRETE

COLLECTION SITE.

8. THE CONTRACTOR SHALL STAGE ALL MATERIALS AND STOCKPILES WITHIN THE LIMITS OF THE

PROJECT. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES WITHIN THE

STAGING AREA AT ALL TIMES.

9. THE CONTRACTOR SHALL COLLECT ALL DEBRIS WITHIN THE AREA DEFINED AS THE CONSTRUCTION

SITE AT THE END OF EACH SHIFT. DEBRIS SHALL BE COLLECTED AND STORED IN ENCLOSED

CONTAINERS AND REMOVED WITHOUT DISTURBING THE VA MEDICAL CENTER GROUNDS OR

AESTHETICS. THE WASTE CONTAINER SHALL BE CONTAINED WITHIN THE CONFINES OF THE

CONSTRUCTION SITE.

10. REFER TO CJ101 FOR UTILITY PROFILE.

11. REFER TO MECHANICAL PLANS FOR PROPANE TANKS AND PIPE LINES.

NOTES

E

N C

R E

T E

P A

D

E M

H

A

R

M

E M

H

B

R

D

U

C

T

B

A

N

K

DUCTBANK

DUCTBANK

INV.=169.6±

DUCTBANK

INV.=167.7±

DUCTBANK

INV.=183.5±

D

U

C

T

B

A

N

K

DUCTBANK

INV.=183.5±

DRAIN PIPE

INV.=166.0±

DRAIN PIPE

INV.=165.2

DRAIN PIPE

INV.=165.4

S

C H

P

V C

D R

A

IN

L

.6

S

.0

DRAIN PIPE

INV.=166.6±

EXISTING

SIDEWALKS

PAD EL=179.1'

PAD EL= 178.9'

P

R

O

P

O

S

R

A

D

E

P

R

O

P

O

S

E

D

G

R

A

D

E

D

U

C

T

B

A

N

K

DUCTBANK

INV.=179.0±

DUCTBANK

INV.=174.3±

M

I

N

I

M

E

A

R

A

N

S

C H

P

V C

D R

A

IN

L

.3

S

.0

E L

E C

T R

I C

H A

L

E

I N

F O

O

U N

D

E L

E C

T R

I C

D U

N

K

I N

F O

O

U N

D

P R

O P

A N

E

N

A T

U R

A L

G A

S

S

E R

V I C

E

CLEAN OUT

CLEAN OUT

TRAP

TRAP

CJ101

UTILITY PROFILE

SCALE: 1" = 10'

0 20 30 40

1. REFER TO SHEET CI101 FOR CIVIL LEGEND, ABBREVIATIONS,

AND GENERAL NOTES.

2. UTILITY DEPTHS SHOWN ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY PRIOR TO BEGINNING WORK.

3. RETAINING WALL FOOTING DEPTHS SHOWN ARE

APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO

BEGINNING WORK. IF FOOTING IS DEEPER THAN EXPECTED

CONTRACTOR CAN LOWER THE PROPOSED INVERT AT THE

EXISTING MANHOLES PER VA COR APPROVAL.

4. REFER TO ELECTRICAL DRAWINGS FOR RELOCATING

EXISTING UNDERGROUND ELECTRIC.

5 REFER TO NYDOT SECTION 204 FOR FLOWABLE FILL.

NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390

V: 1" = 2'

NTS

M I N

M I N

SEE PAVEMENT PATCH

DETAIL B7

3000 PSI CONCRETE

U N

L E

S S

N O

T E

D

O T

H E

R W

I S

E

Q

U I R

E D

PLASTIC CONDUIT SPACER (TYP)

PIPE CONDUIT (TYP)

REFER TO ELECTRICAL

DRAWINGS AND

SPECIFICATIONS.

NOTES:

1. PAVEMENT TO BE BITUMINOUS CONCRETE LAID IN 2 COURSES.

2. 2" MINIMUM OF NYSDOT SPECIFICATION 402 9.5 TOP COURSE OR MATCH EXISTING

PAVEMENT DEPTH IF GREATER.

3. 2" MINIMUM OF NYSDOT SPECIFICATION 402 BINDER COURSE OR MATCH EXISTING

PAVEMENT DEPTH IF GREATER.

4. 12'' GRAVEL BORROW SUBBASE COURSE. NYSDOT TYPE 2 COMPACTED TO 95% OF THE

MODIFIED PROCTOR TEST RESULTS.

5. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARILY PAVED OR STEEL PLATED AT

THE END OF EACH WORKING DAY.

6. BACKFILL MATERIAL TO BE PLACED IN 0.67" MAX. LIFTS AT 95% MODIFIED PROCTOR

COMPACTION.

SAW-CUT EXISTING PAVEMENT, APPLY TACK COAT,

INFRARED JOINTS AFTER PLACING PAVEMENT

DISTANCE AS REQUIRED

2.

3.

4.

NTS

CATCHBASIN

GRATE

POLYPROPYLENE

BOOT

CATCHBASIN

FRAME

OPTIONAL

OVERFLOW

DUMP STRAPS

EXPANSION RESTRAINT

" NYLON ROPE 2"

FLAT WASHERS)

DUMP STRAPS

SILT SACK

CATCHBASIN GRATE

BAG DETAIL

CROSS

SECTION

INLET PROTECTION NOTES:

1. INSPECT AT MINIMUM WEEKLY OR AFTER RAIN EVENT.

2. MAINTAIN AS NECESSARY.

3. REPLACE SILT SACKS ONCE THE BAG IS FILLED HALF WAY WITH DEBRIS.

4. DO NOT EMPTY SILT SACK CONTENTS INTO CATCH BASIN.

NTS

NTS

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

2% MAX

'' R. (TYP.)

EXPANSION JOINT WITH

'' BITUMINOUS JOINT FILLER

CONTROL JOINT

WIDE AND DEEP

TOOLED

3/

CONDUIT DUCT BANK

36" Ø OPENING

FOR MANHOLE

COVER AND FRAME

11'-0"

6'-0"

NOTES:

1. FRAME AND COVER SHALL BE CAST IRON BY BOSTON FOUNDRY OR EQUAL BY LEBARON OR

NEENAH. COVER SHALL BE CAST WITH 1 1/2" HIGH LETTERS IDENTIFYING THE SERVICE (PRIMARY, SECONDARY ELECTRIC OR TELEPHONE). ADJUST FRAME AND COVER TO MATCH FINISHED GRADE AND

SLOPE.

2. DESIGN LOAD SHALL ACCOMMODATE UP TO AASHTO HS20-44.

3. CONCRETE ENCASED DUCT SHALL BE TIED INTO THE VAULT WALL WITH REBAR TO MINIMIZE

DIFFERENTIAL SETTLEMENT. REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION.

4. COMPACT NYSDOT TYPE 2 SUBBASE TO 95% OF THE MODIFIED PROCTOR TEST RESULTS.

5. STEPS ARE COPOLYMER POLYPROPYLENE PLASTIC W/ #4 BAR IN CENTER.

ELECTRIC

SECTION

PULLING IRONS

CABLE RACKS. REFER TO ELECTRICAL DRAWINGS.

G

G

G

G

G

GROUND. REFER TO ELECTRICAL DRAWINGS.

MIN

12"

12"

MIN

PLAN VIEW

12" DIA X 4" DEEP

SUMP (TYPICAL OF 2)

6" SUBBASE

CONDUIT DUCTBANK

(REFER TO DUCT SECTION FOR

ACTUAL CONDUIT REQUIREMENTS)

PROVIDE OPENING FOR DRAIN PIPE.

SIZE AND LOCATION AS NEEDED.

DEPTH/SEGMENTS

AS REQUIRED

FINISHED GRADE

6'-0"

6"

12"

13"

STEPS

NOTES:

1. PAVEMENT TO BE A MINIMUM 7'' OF PORTLAND CEMENT CONCRETE WITH A MINIMUM 8''

OF AGGREGATE BASE COURSE. THE THICKNESS OF THE AGGREGATE BASE COURSE

MAY NEED TO BE INCREASED IF POOR SUBGRADE AND WEATHER CONDITIONS ARE

ENCOUNTERED DURING CONSTRUCTION.

2. REMOVE 8 " OF EXISTING SUBBASE AND REPLACE WITH NEW NYSDOT TYPE 2 SUBBASE

AND COMPACT TO 95% OF THE MODIFIED PROCTOR TEST RESULTS.

3. CONCRETE PAVEMENT SHALL MEET THE MINIMUM REQUIREMENTS OF NYDOT

SPECIFICATION 502.

4. USE S.S. SUPPORT CHAIRS FOR REBAR.

9"

TYP

9"

TYP

MIN. PATCH WIDTH 4'-0"

1 1/4" STAINLESS STEEL BAR - 18" LONG

SPACING - 18" O.C.

FULL-DEPTH SAW CUT

NEW PORTLAND CEMENT

CONCRETE PAVEMENT

NTS

NOTES:

1. USE W2.9 x W2.9 WWF AT MID-SPAN SUPPORTED BY PLASTIC CHAIRS.

2. EXPANSION JOINT SPACING: MATCH EXISTING.

3. CONTROL JOINT SPACING: MATCH EXISTING.

NTS

NTS

(ADD REBAR)

IN AREAS WHERE

VEHICLE LOADS ARE

EXPECTED.

#4 REBAR 12" O.C. E.W.

SAW-CUT

EXIST PAVE. SAW-CUT

EXIST PAVE.

I N

C H

N

I M

U M

S

T

E

SEE NOTE 1

NOTES:

1. COMPACT SOIL BACKFILL TO 95% OF THE MODIFIED PROCTOR TEST RESULTS.

2. CRUSHED STONE WELL GRADED MAX SIZE 3 INCHES COMPACTED TO 95% OF THE

MODIFIED PROCTOR TEST RESULTS.

2'-7" ±

MIN.

UNDISTURBED EARTH

T

Y P

NTS

NTS

32.67'

A

A

B

B

TOP VIEW

SECTION A-A

#4 REBAR 12" O.C.

E.W. @ MID SPAN

SECTION B-B

5,000 PSI CONCRETE

INTERUPT REBAR AT OPENINGS (TYP)

EXISTING CONCRETE

EXISTING CONCRETE

#4 REBAR AT 12" O.C.

E.W. AT MID-SPAN

NYSDOT TYPE 2 SUBBASE

COMPACTED TO 95% OF THE

MODIFIED PROCTOR TEST

RESULTS

YELLOW WARNING TAPE

SEE NOTE 1

SEE NOTE 2

SUB-GRADE

NOTES:

1. COMPACT SUB-GRADE TO 95% MODIFIED PROCTOR.

2. COMPACT NYSDOT TYPE 2 SUBBASE TO 95% MODIFIED PROCTOR.

3. SLOPE PAD AS SHOWN ON GRADING PLAN.

4. CONTRACTOR TO COORDINATE ELECTRICAL EQUIPMENT PENETRATION SIZE AND LOCATION WITH MANUFACTURER

RECOMMENDATIONS. REFER TO PENETRATION DETAILS.

FINISHED GRADE

FINISHED GRADE

FINISHED GRADE

NTS

NOTES:

1. INSTALL 6" OF TOPSOIL AND COMPACT TO 4" MAXIMUM.

2. GRASS SEED SHALL BE IN ACCORDANCE WITH NYDOT SPEC 713-04 AND INCLUDE MULCH.

N O

TOPSOIL

COMPACTED SOIL BACKFILL

COMPACTED FILL

0.5' NYSDOT TYPE 2 SUB-BASE

COMPACTED TO 95% OF THE

MODIFIED PROCTOR TEST RESULTS.

NYDOT SPECIFICATION 501

CLASS D CONCRETE

PAD REINFORCEMENT (SEE DETAIL)

PENETRATION

REINFORCEMENT

#4 REBAR AT MID-SPAN,

0.25 FROM EDGE OF

PENETRATION

PAD REINFORCEMENT (SEE DETAIL)

PENETRATION

REINFORCEMENT

#4 REBAR AT MID-SPAN,

0.25 FROM EDGE OF

PENETRATION

0.25

LAWN

FILL, SEE

NOTE 1

B E

D D

I N

G

P L A

C

I N

F

T S

Q

U I R

E D

P I P

E

O D

PIPE O.D.1.0' MIN. 1.0' MIN.

B E

D D

I N

G

TOPSOIL

B E

D D

I N

G

TYPICAL ROUND PENETRATION

TYPICAL SQUARE PENETRATION

0'-3"

MIN

0'-3"

MIN

0'-3"

MIN

0'-3"MIN

ELASTOMERIC SEAL ELEMENT

BOLT

PRESSURE PLATE

WALL AT EXISTING

AND PROPOSED

STRUCTURES

CENTURY LINE

ANCHOR COLLAR/HOLLOW

WATER STOP/CONTINUOUS

MOLDED

NOTES:

1. FILL: MATERIAL IN COMPLIANCE WITH ASTM D2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, SM, SC, AND

ML, OR ANY COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 75 MM (3 INCHES) IN ANY

DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. PURSUANT TO

ARCHAEOLOGICAL RESOURCES PROTECTION ACT OF 1979, AS AMENDED (16 U.S.C. 470AA-MM) AND 36 CFR PART 7

-PROTECTION OF ARCHEOLOGICAL RESOURCES, ALL FILL MATERIAL MUST COME FROM SOURCES WHICH HAVE BEEN

ASSESSED FOR POTENTIAL ARCHEOLOGICAL RESOURCES. DOCUMENTATION MUST BE PROVIDED THAT ASSURES VA

THAT THE EXTRACTION AND UTILIZATION OF THE FILL MATERIAL WILL NOT ADVERSELY IMPACT KNOWN

ARCHAEOLOGICAL OR TRIBALLY ASSOCIATED SITES. MATERIAL APPROVED FROM ON SITE OR OFF-SITE SOURCES

HAVING A MINIMUM DRY DENSITY OF 1760 KG/M3 (110 PCF), A MAXIMUM PLASTICITY INDEX OF 15, AND A MAXIMUM

LIQUID LIMIT OF 40.

2. BEDDING IS NYSDOT TYPE 2 AND COMPACT TO 95% OF THE MODIFIED PROCTOR TEST RESULTS.

SEE NOTE 2

APPLY TACK COATAPPLY TACK COAT

NOTES:

1. PROVIDE WARNING TAPE 18 INCHES MINIMUM ABOVE DUCT BANK.

FULL-DEPTH SAW CUT

1.0 1.0

CK101

CIVIL DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390

SUBBASE

6" DWV SCH40 PVC TRAP

6" DWV SCH40 PVC PIPE

CLEAN OUT

FINISHED GRADE

ELECTRIC VAULT

6" DWV SCH40 PVC PIPE

TO STORM SYSTEM

NTS

12" INSPECTION PORT

6" DWV SCH40 PVC PIPE

FINISHED GRADE

12" HINGED COVER AND FRAME

6" DWV PVC CLEAN-OUT

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM

D2321

SEE DETAIL C2 FOR

COMPOST SOCK FOR

SEDIMENT CONROL

SEE DETAIL C2 FOR

COMPOST SOCK FOR

SEDIMENT CONROL

STAKE

STAKE

SEE DETAIL C2 FOR COMPOST

SOCK FOR SEDIMENT CONROL

CK102

CIVIL DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

RBB PEHRevisions: Date:

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

105 Central Street Stoneham, MA 02180 P: 781-275-6050

248 Copeland Street Quincy, MA 02169 P: 617-481-6390