Civil-20153.pdf

C-001

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

STAMP

GENERAL NOTES:

PROPOSED

LIMIT OF DEMOLITION

KEYED NOTE, "X" INDICATES NUMBER

CATCH BASIN

STORMWATER PIPE

STORMWATER MANHOLE (DRAINAGE BASIN)

CONTOUR

SPOT ELEVATION 172.7

INDEX CONTOUR

INTERMEDIATE CONTOUR

FENCE

SIGNS

LIGHT POLE

TREE LINE AND SINGLE TREE

SANITARY MANHOLE

ELECTRIC MANHOLE

LEGEND

EXISTINGDESCRIPTION ABBREVIATIONS

AC AIR CONDITIONING UNITS

BC BOTTOM CURB

BIT BITUMINOUS

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

DMH DRAIN MANHOLE

ELEV ELEVATION

EJ EXPANSION JOINT

EOP EDGE OF PAVEMENT

FFE FINISHED FLOOR ELEVATION

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

I.D. INSIDE DIAMETER

INV PIPE INVERT

L LENGTH

LSA LANDSCAPED AREA

MIN MINIMUM

O.C. ON CENTER

PIV POST INDICATOR VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

(R) RECORD INFORMATION

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RFI REQUEST FOR INFORMATION

S PIPE SLOPE

SMH SEWER MANHOLE

TC TOP CURB

TYP TYPICAL

VA VETERANS AFFAIRS

VGC VERTICAL GRANITE CURB

VIF VERIFY IN FIELD

WWF WELDED WIRE FABRIC

W/ WITH

Ø DIAMETER

1. ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL STATE, NATIONAL AND OTHER

CODES AND ORDINANCES WHICH APPLY TO THIS PROJECT.

2. 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).

3. 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.

4. 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.

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

DISRUPT BASE OPERATIONS.

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

REMAIN.

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

FROM ENTERING AREAS OF WORK.

8. ALL DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED OTHERWISE.

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

COR.

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

DEMOLITION MATERIALS, UNLESS NOTED OTHERWISE.

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

REGULATIONS.

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

THE PUBLIC AND OTHER OCCUPANTS OF THE FACILITY.

13. "PROVIDE" MEANS FURNISH AND INSTALL:

14. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

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

WELL AS NOTES ON ALL OTHER SHEETS.

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

WORK.

17. 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.

18. 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.

19. ALL MATERIALS TO BE ASBESTOS-FREE AND UREA FORMALDEHYDE-FREE.

20. UTILITY INTERRUPTIONS SHALL BE SCHEDULED 10-DAYS BEFORE DATE OF INTERRUPTION.

COORDINATE WITH COR.

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

AIR INTAKES.

22. ALL UNDERGROUND UTILITY INFORMATION SHOWN HEREON LABELED (R) ARE FROM RECORD

DOCUMENTS. FIELD VERIFY UTILITIES AS NEEDED PRIOR TO BEGINNING WORK.

23. THIS PLAN WAS PREPARED FROM AN ACTUAL ON THE GROUND FIELD SURVEY CONDUCTED BY

WSP IN JULY OF 2021 AND MABBETT IN MARCH 2022.

24. THE COORDINATES SHOWN HEREON IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983.

MASSACHUSETTS STATE PLANE MAINLAND COORDINATE SYSTEM AND ESTABLISHED UTILIZING

RTK GPS SURVEY TECHNIQUES REFERENCING THE MACORS GPS NETWORK.

25. VERTICAL DATUM REFERENCES THE NAVD88 AND WAS ESTABLISHED ON SITE UTILIZING RTK

GPS SURVEY TECHNIQUES REFERENCING THE MACORS GPS NETWORK.

UNDERGROUND WATER

UNDERGROUND STEAM

UNDERGROUND TELCOM

UNDERGROUND ELECTRIC

UNDERGROUND SANITARY SEWER S

COMPOST SOCK

FLOW DIRECTION

W

ST

TC

E

OVERHEAD POWER

OH

D

.7

D

ELECTRIC HANDHOLE

GATE VALVE

FIRE HYDRANT

POST INDICATOR VALVE

ROOF DRAIN

AutoCAD SHX Text

CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

WOMENS' CLINIC DESIGN

AutoCAD SHX Text 518-21-103

AutoCAD SHX Text 09-30-2022

AutoCAD SHX Text

200 SPRINGS ROAD, BEDFORD, MA 01730

AutoCAD SHX Text

BEDFORD VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text

RBB

AutoCAD SHX Text

EG

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

XX

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text

GV

NTS

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2.

'' BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. FORMED EXPANSION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A

" RADIUS.

4. CONTROL JOINTS SHALL BE

" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF

ADJACENT CURB.

5. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

6.

" DEEP CONTROL JOINTS (TYP.) SPACED AT 5' OR EQUAL TO SIDEWALK WIDTH.

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

T

Y P

NTS

MATERIALS:

1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE ASTM A-366 COLD ROLLED CARBON STEEL. THE

SQUARE TUBES SHALL BE WELDED DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL. THE POSTS

SHALL BE EXTERNALLY SCARRED TO AGREE WITH STD. CORNER RADII OF

" TO

2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING DESIGNATION G-90.

3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.

4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM PLATED TO CONFORM TO ASTM A-165.

5. ALL CONCRETE SHALL BE TYPE B.

NOTES:

1. FOUNDATION WILL BE CONSTRUCTED WITH 1

"x1

" STARTER SIGN POST. STARTER SIGN POST SHALL BE REMOVED AFTER

CONCRETE HAS SET AND EXPOSED SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE.

2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.

3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.

4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE.

5. BOLT WITH NUT AND LOCK WASHER TO BE

" x 3" GALVANIZED.

6. REFER TO SITE PLAN FOR POST LOCATION.

4" R.

TYP.

12" SQUARE

8" SQUARE

OR ROUND

NTS

NOTES:

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

2. 1'' OF MASSDOT TYPE I-1 BITUMINOUS CONCRETE SURFACE COURSE.

3. 2'' OF MASSDOT TYPE I-1 BITUMINOUS CONCRETE BASE COURSE.

4. 18'' OF MASSDOT GRAVEL BASE COURSE TYPE M1.03.0 TYPE B.

4" MIN. FOR

12''-24'' BASINS

NTS

TO STORM SYSTEM

NTS

NTS

LAWN

FILL

B E

D D

I N

G

P L A

C E

D

I N

I N

C H

L I F

T S

A S

R

Q

U I R

E D

P I P

E

O D

6'' 6''

NOTES:

1. EXPOSED FACES SHALL BE SMOOTH.

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

NTS

PLAN

SECTION

WATER FLOW

AREA TO BE PROTECTEDWORK AREA

12''

MIN.

NOTES:

1. FILTER MEDIA MAY BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

L/W=AS SHOWN

NTS

9' MIN.

9' MIN.

5'

8' MIN.

8' MIN.

5'5'

NTS

REGULAR SPACES

ACCESSIBLE SPACES

M

I N

M

A X

T

Y P

SAW-CUT EXISTING PAVEMENT, APPLY TACK COAT,

INFRARED JOINTS AFTER PLACING PAVEMENT

DISTANCE AS REQUIRED

12" INSPECTION PORT

6" DWV SCH40 PVC PIPE

FINISHED GRADE

12" HINGED COVER AND FRAME

6" DWV PVC CLEAN-OUT

2% MAX

18''

MIN.

0.25' (TYP.)

WORK AREA

2.

3.

4.

NOTES:

1. 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.

18''

MIN.

B E

D D

I N

G

NOTES:

1. PAINT COLOR SHALL BE WHITE.

2. ACCESSIBILITY SYMBOL SHALL BE WHITE WITH BLUE BACKGROUND.

SEE PAVEMENT

SECTION

6'' REVEAL

VERTICAL CURB (NOTE 1)

FINISHED

GRADE

'' X 2

PERFORATED

POST

'' X 1

STARTER

PERFORATED

POST

2'' X 2''

PERFORATED

POST

4'' PAINTED DIAGONAL LINES

ACCESSIBILITY SIGNS

ACCESSIBILITY SYMBOL4'' PAINTED PARKING

STALL LINES

COMPOST SOCKS (8'')

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

'' X 1

'' WOODEN STAKES PLACED 10' O.C.

COMPOST SOCKS (8'')

AREA TO BE PROTECTED

W 2.9 X W 2.9 WWF AT MID-DEPTH

0.5' MIN. (TYPE B CONCRETE MIX)

0.5' GRADE B SUB-BASE

3'' REVEAL MAX.

(TYP.)

'' R. (TYP.)

EXPANSION JOINT WITH

'' BITUMINOUS JOINT FILLER

CONTROL JOINT

WIDE AND DEEP

SAWCUT OR TOOLED

TYPE B CONCRETE

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

0.5' GRADE B

SUB-BASE

3/

FINISHED GRADE

TREATMENT VARIES

(SEE SITE PLAN)

NTS

10" (TYP.)

4'-0"

NOTE:

1. ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED.

GATE SHALL BE COMPLETED WITH BALL AND SOCKET HINGES OR APPROVED

EQUAL.

6" (TYP.)

10'-0"

TYP. GATE (HINGE SIDE) POST FOOTING

TYP. LINE POST FOOTING

'' TRUSS ROD

AT ALL CORNERS,

INTERSECTIONS

TYP. CORNER POST FOOTING

TERMINAL POST 2

O.D. GALV. PIPE

10'-0"

9 GA. TIE WIRE

TOP & BOTTOM

GATE POST

" O.D. GALV. PIPE

FORK LATCH WITH

LOCKING CAPABILITY

GATE 1

" O.D.

GALV. PIPE WELDED

FRAME

TYPE B CONCRETE

TOP RAIL

" O.D.

GALV. PIPE

9 GA. TIE WIRE

24" O.C.

POST BAND

14" O.C.

DRAW BAR

" x

GATE HINGE

7 GA. BOTTOM

TENSION WIRE

POST CAP

RAIL END

FINISH GRADE

2"x2"x9 GA. FABRIC

KNUCKLED

TOP & BOTTOM

TYPE B CONCRETE

TOPSOIL

10"

TYPE B CONCRETE

B E

D D

I N

G

SOLID GRATE

PEDESTRIAN RATED

MIN 12" BASIN

DRAIN PIPE

DRAIN PIPE

TREATMENT VARIES.

SEE SITE PLANS.

LINE POST 1

" O.D.

GALV. PIPE

NTS

12 '' THICK MIN.

DRAINAGE AGGREGATE

FINISHED GRADE

FILL

GRANULAR LEVELING PAD

MIN. 6'' THICK

MODULAR

CONCRETE UNITS

CAP UNIT ADHERES

TO TOP UNIT

CONCRETE SIDEWALK

SEE DETAIL B1

LAWN

NTS

NOTE:

1. SIGNS SHALL BE 60'' MINIMUM ABOVE THE GROUND SURFACE MEASURED TO THE

BOTTOM OF THE SIGN [2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS:

502.6].

TOPSOIL

NTS

NOTE:

1. SERVICE BOX SHALL ACCOMMODATE UP TO 3'' SERVICES.

2. SERVICE BOX TO BE INSTALLED IN SUCH A MANNER AS TO ENSURE IT

WILL BE FREE FROM OBSTRUCTIONS AND DEBRIS AND THAT NOT

MATERIAL WILL INTERFERE WITH VALVE OPERATIONS.

PLUG TYPE COVER WITH

BRASS PENTAGON PLUG

WITH ROPE THREAD

FINISH GRADE

BACKFILL WITH EXCAVATED

MATERIAL (IF SUITABLE) FREE FROM

LARGE ROCKS WITHIN 24'' VALVE

BOX

1'' ADJUSTABLE SERVICE BOX

(SHALL BE ADJUSTABLE 12'' EITHER

DIRECTION OF TARGET LENGTH)

'' STANLESS STEEL ROD (TO BE

24'' LONG)

HEAVY DUCTILE IRON YOKE

BRASS COTTER PIN, INSTALL IN A

MANNER AS NOT TO INTERFERE

WITH SERVICE ROD AND VALVE

OPERATION

REINFORCED ARCH AND PIPE

RING

UNDISTURBED SOIL

1'' MINUS CRUSHED STONE VALVE

BEDDING MATERIAL WITHIN 12''

A.Y. MCDONALD, LOW LEAD MODEL

6100-22 BALL VALVE CURB STOP (OR

APPROVED EQUIVALENT) COMPRESSION

INLET AND OUTLET

B

Y

D

E P

T H

U

N L E

O

T H

E R

W I S

E

A

P P

R O

V E

D

C501

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

STAMP

AutoCAD SHX Text B1

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text C4

AutoCAD SHX Text

SIGN POST DETAIL SQUARE TUBE FOUNDATION

AutoCAD SHX Text

VERTICAL GRANITE CURB

AutoCAD SHX Text F1

AutoCAD SHX Text D1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PAVEMENT SECTION

AutoCAD SHX Text E4

AutoCAD SHX Text

DRAIN BASIN

AutoCAD SHX Text E1

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text F3

AutoCAD SHX Text

PIPE TRENCH

AutoCAD SHX Text B9

AutoCAD SHX Text

COMPOST SOCKS FOR SEDIMENT CONTROL

AutoCAD SHX Text C7

AutoCAD SHX Text

EQUIPMENT PAD

AutoCAD SHX Text

PAINT MARKINGS

AutoCAD SHX Text B7

AutoCAD SHX Text F7

AutoCAD SHX Text

CHAIN LINK FENCE AND GATE

AutoCAD SHX Text D7

AutoCAD SHX Text

MODULAR BLOCK RETAINING WALL

AutoCAD SHX Text D9

AutoCAD SHX Text

ACCESSIBLE SIGN

AutoCAD SHX Text F9

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

CIVIL SITE DETAILS

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

WOMENS' CLINIC DESIGN

AutoCAD SHX Text 518-21-103

AutoCAD SHX Text 09-30-2022

AutoCAD SHX Text

200 SPRINGS ROAD, BEDFORD, MA 01730

AutoCAD SHX Text

BEDFORD VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text

RBB

EG

"RESERVED PARKING FOR A9899"

"RESERVED PARKING FOR A9898"

C

O

N

C

R

E

T

E

C

H

I

L

L

E

R

P

A

D

A

V

E

N

U

P

R

I N

G

A

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

STAMP

SHEET NOTES:

1. REFER TO SHEET C001 FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DEMOLITION PLANS.

3. REMOVE AND DISPOSE OF PAVEMENT TO THE LIMITS REQUIRED FOR THE INSTALLATION OF NEW

WORK.

4. ALL PAVEMENT SHALL BE SAWCUT TO ALLOW THE BACKFILL TO BE COMPACTED AND PAVEMENT

PATCHED AS PER THE SPECIFICATIONS AND SITE DETAILS.

5. REMOVE AND DISPOSE OF ROOF DRAIN TO THE LIMITS REQUIRED FOR NEW WORK.

6. REMOVE AND DISPOSE OF CONCRETE SIDEWALKS TO THE LIMITS REQUIRED FOR NEW WORK.

7. PROTECT TREES IN THE VICINITY OF THE LIMITS OF WORK UNLESS NOTED OTHERWISE.

8. PROTECT EXISTING UTILITIES IN PLACE. IF CONFLICT SUBMIT RFI TO VA COR TO DETERMINE AN

ALTERNATE SOLUTION.

CD101

Feet

1:120

20100

5SCALE: 1" = 10'

KEY NOTES:

1. REMOVE AND DISPOSE STAIRWAY, DECKS, AND PORTION OF SIDEWALK. SEE NOTE 2.

2. REMOVE AND DISPOSE OR STOCKPILE SOIL FOR FUTURE RE-USE.

3. REMOVE AND DISPOSE OF PAVEMENT.

4. REMOVE AND DISPOSE OF DRAIN PIPE.

5. REMOVE AND DISPOSE CONCRETE CURB.

6. REMOVE AND STOCKPILE VERTICAL GRANITE CURB FOR FUTURE RE-USE.

7. REMOVE SIGN AND STOCKPILE FOR RE-USE.

8. REMOVE GROUND MOUNTED HVAC EQUIPMENT. RETURN TO OWNER. SEE NOTE 2.

9. REMOVE AND DISPOSE OF CONCRETE PAD AND FENCE.

10. REMOVE AND DISPOSE OF TREE.

11. REMOVE AND DISPOSE OF TRANSFORMER AND CONCRETE PAD. SEE NOTE 2.

12. REMOVE AND DISPOSE OF EXISTING WATER LINE.

AutoCAD SHX Text

2 STORY DECK

AutoCAD SHX Text

2 STORY DECK

AutoCAD SHX Text

BUILDING 12 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

VGC

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CC

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

BIT. PARKING

AutoCAD SHX Text

TRANSFORMER PAD

AutoCAD SHX Text

LSA

AutoCAD SHX Text

LSA

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

DECK

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

CB RIM=169.43 DEPTH=167.58 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=169.58 DEPTH=167.13 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=168.42 DEPTH=163.82 INV=166.67

AutoCAD SHX Text

10"RCP

AutoCAD SHX Text 6''

AutoCAD SHX Text

SMH RIM=169.41 INV1=160.86 INV2=162.21 INV3=160.76 NO OTHER PIPES VISIBLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6''

AutoCAD SHX Text 2''

AutoCAD SHX Text 8''

AutoCAD SHX Text 8''

AutoCAD SHX Text

PIV

AutoCAD SHX Text

GV

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

RD

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

THRESHOLD EL=165

AutoCAD SHX Text

SLAB EL=164.5

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

THRESHOLD EL=165

AutoCAD SHX Text

SLAB EL=164.5

AutoCAD SHX Text

FFE EL=164.99

AutoCAD SHX Text

FFE EL=174.92

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text 169.6

AutoCAD SHX Text

BUILDING 13 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

WOMENS' CLINIC DESIGN

AutoCAD SHX Text 518-21-103

AutoCAD SHX Text 09-30-2022

AutoCAD SHX Text

200 SPRINGS ROAD, BEDFORD, MA 01730

AutoCAD SHX Text

BEDFORD VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text

RBB

AutoCAD SHX Text

EG

CIVIL DEMOLITION PLAN

x

163.4

18.0

25' STANDOFF DISTANCE

165.3 x

A

V

E

N

P

R

I N

A

D

L

E

V

A

T

O

R

A

D

D

I

T

I

O

N

S

TC=164.3

BC=163.8

TC=164.2

BC=163.7

TC=164.0

BC=163.5

MATCH EXISTING ELEVATION,

VIF

"RESERVED PARKING FOR A9899"

TC/BC=MATCH EXISTING

ELEVATION, VIF

9.0

6.6

5'

TC=165.0

BC=164.5

TC=165.0

BC=164.5

E

L

S

E

L

S

9.0TYP.

.0

TY

P.

TC=164.8

BC=163.5

"RESERVED PARKING

FOR A9898"

MI

N

10'MIN

D co co

D

N

U

P

P

F

W

U

P

R

E

T

S

U

P

R

E

T co co

D

D

TW=167.5

X

6'

4'

6'

SE

E N

OT

E 2

SE

E N

OT

E 2

.4

13.4

27.0

.913

.0

.9

18.2

23.0

8.0

5.6

CS101

Feet

1:120

20100

5SCALE: 1" = 10'

SHEET NOTES:

1. REFER TO SHEET C001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS.

3. REFER TO MECHANICAL AND ELECTRICAL PLANS. CONFIRM PAD SIZE WITH APPROVED

EQUIPMENT MANUFACTURER REQUIREMENTS.

4. REFER TO LANDSCAPE PLANS.

5. REFER TO PLUMBING DRAWINGS FOR CONTINUATION TO BUILDING.

6. REFER TO FIRE PROTECTION DRAWINGS FOR CONTINUATION TO BUILDING AND P.I.V. DETAIL.

KEY NOTES:

1. FURNISH AND INSTALL PORTLAND CEMENT CONCRETE SIDEWALK (DETAIL B1).

2. FURNISH AND INSTALL PORTLAND CEMENT CONCRETE RAMP SYSTEM. SEE NOTE 2.

3. FURNISH AND INSTALL LANDING AND STAIRS. SEE NOTE 2.

4. FURNISH AND INSTALL BITUMINOUS CONCRETE PAVEMENT (DETAIL D1).

5. FURNISH AND INSTALL PAVEMENT PAINT MARKINGS (DETAIL B7).

6. FURNISH AND INSTALL DRAIN BASIN (DETAIL E4).

7. FURNISH AND INSTALL CLEAN OUT (DETAIL E1).

8. FURNISH AND INSTALL 6'' PVC OR MATCH EXISTING DRAIN PIPE (DETAIL F4).

9. FURNISH AND INSTALL ACCESSIBLE PARKING SIGN (DETAIL C4 AND D9).

10. RE-INSTALL SIGN (DETAIL C4).

11. RE-INSTALL AND/OR PROVIDE VGC AS NEEDED (DETAIL F1).

12. FURNISH AND INSTALL EQUIPMENT PAD. SEE NOTE 3 (DETAIL C7).

13. FURNISH AND INSTALL TOPSOIL AND GRASS SEED AS NEEDED OVER DISTURBED AREAS. SEE

NOTE 4.

14. FURNISH AND INSTALL FENCE AND GATE (DETAIL F7).

15. FURNISH AND INSTALL MODULAR BLOCK RETAINING WALL. (DETAIL D7).

16. RE-CONNECT RAIN LEADER TO DRAIN.

17. FURNISH AND INSTALL 3'' COPPER DOMESTIC WATER PIPE AND CURB STOP. SEE NOTE 5 (DETAIL F9).

18. FURNISH AND INSTALL 4'' DUCTILE IRON MECHANICAL JOINT FIRE PROTECTION PIPE AND POST

INDICATOR VALVE (P.I.V.). SEE NOTE 6.

19. FURNISH AND INSTALL STAINLESS STEEL LIVE TAP WITH VALVE.

20. FURNISH AND INSTALL GRAVEL CONDENSATE DRIP CATCH (1'W X 1'L X 1'D). COORDINATE

LOCATION WITH MECHANICAL PLANS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

STAMP

CONCRETE PAD.

SEE NOTE 2.

MATCH EXISTING

MATCH EXISTING

CURB STOP

P.I.V.

AutoCAD SHX Text

BUILDING 12 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

LSA

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

CB RIM=169.43 DEPTH=167.58 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=169.58 DEPTH=167.13 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=168.42 DEPTH=163.82 INV=166.67

AutoCAD SHX Text

10"RCP

AutoCAD SHX Text 6''

AutoCAD SHX Text

SMH RIM=169.41 INV1=160.86 INV2=162.21 INV3=160.76 NO OTHER PIPES VISIBLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6''

AutoCAD SHX Text 2''

AutoCAD SHX Text 8''

AutoCAD SHX Text 8''

AutoCAD SHX Text

PIV

AutoCAD SHX Text

GV

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

RD

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

FFE EL=164.99

AutoCAD SHX Text

FFE EL=174.92

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text 169.6

AutoCAD SHX Text

BUILDING 13 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CIVIL SITE PLAN

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

WOMENS' CLINIC DESIGN

AutoCAD SHX Text 518-21-103

AutoCAD SHX Text 09-30-2022

AutoCAD SHX Text

200 SPRINGS ROAD, BEDFORD, MA 01730

AutoCAD SHX Text

BEDFORD VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text

RBB

EG

A

V

E

N

P

R

I N

A

D

CONTRACTOR

STAGING

AREA

SOIL

STOCKPILE

SOIL

STOCKPILE

INSTALL THIS PORTION AFTER PAVEMENT

HAS BEEN REMOVED.

D

D co co

D

N

U

P

P

F

W

U

P

R

E

T

S

U

P

R

E

T co co

D

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

STAMP

CS102

Feet

1:120

20100

5SCALE: 1" = 10'

SHEET NOTES:

1. REFER TO SHEET C001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO ARCHITECTURAL, LANDSCAPING, STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS.

3. SOIL MAY BE STORED ONSITE FOR FUTURE RE-USE OR HAULED OFFSITE. IF STORED ONSITE, SOIL

STOCKPILES SHALL BE COVERED WITH TARPAULINS. THE TARPAULINS SHALL BE SECURED TO

PREVENT EROSION.

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

KEY NOTES:

1. FURNISH AND INSTALL EROSION CONTROL (DETAIL B9).

AutoCAD SHX Text

BUILDING 12 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

EOP

AutoCAD SHX Text

CC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

LSA

AutoCAD SHX Text

EOS

AutoCAD SHX Text

EOS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODED

AutoCAD SHX Text

CB RIM=169.43 DEPTH=167.58 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=169.58 DEPTH=167.13 NPV-FILLED WITH WATER

AutoCAD SHX Text

CB RIM=168.42 DEPTH=163.82 INV=166.67

AutoCAD SHX Text

10"RCP

AutoCAD SHX Text 6''

AutoCAD SHX Text

SMH RIM=169.41 INV1=160.86 INV2=162.21 INV3=160.76 NO OTHER PIPES VISIBLE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6''

AutoCAD SHX Text 2''

AutoCAD SHX Text 8''

AutoCAD SHX Text 8''

AutoCAD SHX Text

PIV

AutoCAD SHX Text

GV

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

BIT

AutoCAD SHX Text

THRESHOLD EL=165

AutoCAD SHX Text

SLAB EL=164.5

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

30" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

24" OAK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

THRESHOLD EL=165

AutoCAD SHX Text

SLAB EL=164.5

AutoCAD SHX Text

FFE EL=164.99

AutoCAD SHX Text

FFE EL=174.92

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text 169.6

AutoCAD SHX Text

BUILDING 13 2.5 STORY BRICK BUILDING

AutoCAD SHX Text

VGC

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

AutoCAD SHX Text

BID DOCUMENTS FOR CONSTRUCTION

AutoCAD SHX Text

WOMENS' CLINIC DESIGN

AutoCAD SHX Text 518-21-103

AutoCAD SHX Text 09-30-2022

AutoCAD SHX Text

200 SPRINGS ROAD, BEDFORD, MA 01730

AutoCAD SHX Text

BEDFORD VA MEDICAL CENTER

AutoCAD SHX Text

AutoCAD SHX Text

RBB

AutoCAD SHX Text

EG

CIVIL EROSION CONTROL AND STAGING PLAN