S02 Leeds Sanitary Sewer bid set plans 2 of 2.pdf

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C h i s e l e d q u a r e

C r o s s a l k

L i g h t

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H o e

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PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

WATER MAIN (TYP.)

PROTECT EXISTING

WATER MAIN (TYP.)

PROTECT EXISTING

DRAINAGE (TYP.)

PROTECT EXISTING HYDRANT (TYP.)

PROTECT EXISTING

ELECTRIC MH (TYP.)

PERFORM ASPHALT

CURB REPAIR

PERFORM

ASPHALT CURB

REPAIR

PERFORM

ASPHALT CURB

REPAIR (TYP.)

PERFORM ASPHALT CURB

REPAIR

PROTECT DRAIN

REPLACE PAVEMENT MARKINGS

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PS-302

PS-301

PS

-3

PS

-3

VA PT#61

REPLACE WITH PRECAST SEWER MANHOLE, FRAME &

COVER.

SMH52

REMODEL SMH, PARGE

PRECAST JOINTS.

REMOVE & SET FRAME &

COVER. PROTECT 10" PVC

INVERTS

REPLACE 10" VC SEWER

WITH 10" DI SEWER

SMH # 62

REPLACE WITH PRECAST

SEWER MANHOLE, FRAME &

COVER

REPLACE 10" VC SEWER

WITH 10" DI SEWER

REPLACE SERVICE WITH

6" DI SEWER. PROTECT

UTILITIES.

PT#60

REPLACE WITH PRECAST SEWER MANHOLE,

FRAME & COVER.

REPLACE 8" VC SEWER

WITH 8" DI SEWER

REPLACE 8" VC SEWER

WITH 8" DI SEWER

INSTALL STAKED STRAW

WATTLES (SCB-4) (TYP.)

INSTALL INLET

SEDIMENT TRAP (TYP.)

PERFORM PAVEMENT, CURB &

SIDEWALK REPAIR. PERFORM

PAVEMENT MARKINGS AS

REQUIRED

PERFORM PAVEMENT REPAIR

REPLACE EXISTING SEWER LINE

WITH 10" PVC SEWER

REMODEL SMH #58

REMOVE AND REPLACE BOLLARD (TYP.)

PROFILE PS-506.2

PROFILE PS-501.2

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Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

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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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

SOUTHWEST SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-301

SAM MAL/AZM

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A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

100% CONSTRUCTION DOCUMENTS

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PROTECT EXISTING HYDRANT (TYP.)

PROTECT EXISTING

ELECTRIC MH (TYP.)

PERFORM

ASPHALT CURB

REPAIR

PERFORM ASPHALT CURB

REPAIR

PROTECT DRAIN

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

REPLACE PAVEMENT MARKINGS

PERFORM REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS (TYP.)

PS-302

PS-301

PS-303

PS-302

PS

-3

PS

-3

PS

-3

PS

-3

7+09.61

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SMH #74

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE SERVICE WITH

6" DI SEWER. PROTECT

UTILITIES.

PT#73

REPLACE WITH PRECAST SEWER MANHOLE, FRAME

& COVER.

REPLACE VC SEWER

WITH 10" PVC SEWER

REPLACE VC SEWER

WITH 10" PVC SEWER

REPLACE VC SEWER WITH

10" PVC SEWER

PT#72

REPLACE WITH PRECAST SEWER MANHOLE, FRAME

& COVER.

PT#60

REPLACE WITH PRECAST SEWER MANHOLE,

FRAME & COVER.

SMH #75

REMODEL EXISTING PRECAST SEWER

MANHOLE FOR BLDG #28 SEWER

PROTECT OTHER EXISTING INVERTS

BLDG #28 SEWER REALIGNMENT WITH 6" DI

SEWER

SMH #82

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

RIM = 389.5'

INV. IN = 383.0'

INV. OUT = 382.9'

BLDG #5 SEWER REALIGNMENT WITH 10" PVC

SEWER

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE 8" VC SEWER

WITH 8" DI SEWER

REPLACE 8" VC SEWER

WITH 8" PVC SEWER

REPLACE 4" VC SEWER

WITH 6" DI SEWER

PT#59

REPLACE WITH PRECAST SEWER MANHOLE,

FRAME & COVER.

PERFORM TREE CLEARING - 14' SWATH

-LOAM & SEED ALL DISTURBED AREAS

INSTALL INLET

SEDIMENT TRAP (TYP.)

SCB-4

REPLACE 4" CI SEWER WITH

6" DI SEWER.

PROTECT UTILITIES.

REPLACE CURB.

1+00

2+29.72

3+56.77

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

BLDG #28 SEWER REALIGNMENT WITH 6" PVC

SEWER

D

D

D

PROVIDE TRENCHLESS

TECHNOLOGY 8" RCP DRAINLINE -

CURED IN PLACE

SMH #81

REMODEL EXISTING PRECAST SEWER

MANHOLE FOR BLDG #28 SEWER

PROTECT OTHER EXISTING INVERTS

SMH #87

PROVIDE PRECAST CONCRETE SEWER

MANHOLE WITH FRAME AND COVER

RIM = 311.6'

INV. IN = 302.16'

INV. OUT = 302.06'

PROPOSED REMODEL SMH #63

REMOVE AND REPLACE

CONCRETE PAD

REMOVE AND REPLACE BOLLARD (TYP.)

PERFORM ASPHALT REPAIR

BETWEEN BLDGS T11, 13,14

PROFILE PS-501.1

PROFILE PS-501.1

PROFILE PS-506.3

PROFILE PS-500

PROFILE PS-500

PROFILE PS-504.1

PROFILE PS-504.1

PROFILE PS-504.2

PROFILE PS-504.2

PROFILE PS-504.3

PROFILE PS-504.3

PROFILE PS-504.4

SMH #67

REMODEL EXISTING PRECAST

SEWER MANHOLE -

PROTECT/ MATCH EXISTING INVERTS

BLDG T7 TO BE DEMOLISHED

BY OTHERS 2021

BLDG 42 TO BE DEMOLISHED

BY OTHERS 2021

BLDG T15 TO BE DEMOLISHED

BY OTHERS 2021

BLDG T13 TO BE DEMOLISHED

BY OTHERS 2021

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REPLACE VC SEWER

WITH 6" PVC SEWER

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REPLACE 12" SEWER

VA SMH71

REMODEL EXISTING

PRECAST SEWER MANHOLE

PROTECT 10" PVC INVERTS

VA SMH80

REMODEL EXISTING PRECAST

SEWER MANHOLE

PROTECT 10" PVC INVERTS -

COORDINATE RIGHT OF ENTRY /

TEMPORARY EASEMENT WITH

CITY

INSTALL SCB-4

PROVIDE FLOWABLE FILL/ CONCRETE

ENCASEMENT 10' BEYOND CROSSING

PROFILE PS-506.3

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Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

SOUTH SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-302

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

SEE INSET ABOVE

FOR CONTINUATION

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

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S

S

S

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S

S

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

REPLACE PAVEMENT MARKINGS

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PS-303

PS-302

PS

-3

PS

-3

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

SMH #30

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

MATCH AND PROTECT EXISTING

INVERTS

BLDG #5 SEWER REALIGNMENT WITH 10" PVC

SEWER

REPLACE VC SEWER

WITH 6" PVC SEWER

PT#29

PR0POSED REMODEL EXISTING PRECAST

SEWER MANHOLE FOR BLDG #7 SEWER

PROTECT OTHER EXISTING INVERTS

REPLACE VC SEWER

WITH 10" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #28

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 6" PVC SEWER

SMH201

REPLACE WITH PRECAST SEWER MANHOLE,

FRAME & COVER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE VC SEWER WITH

6" PVC SEWER

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE VC SEWER WITH 8"

PVC SEWER

SMH #23

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

SMH #22

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 6" PVC SEWER

SMH #17

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

SMH #27

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

REPLACE WITH PRECAST SEWER

REPLACE WITH PRECAST SEWER

VA SMH200

REPLACE WITH PRECAST SEWER MANHOLE,

FRAME & COVER

REPLACE VC SEWER

WITH 10" PVC SEWER

REPLACE VC SEWER

WITH 10" PVC SEWER

PROVIDE SEWER CLEANOUT

PROVIDE SEWER CLEANOUT

REPAIR CONCRETE

WALK

0+67.20

0+51.70

0+68.28

0+61.68

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

0+66.06

PROFILE PS-504.3

PROFILE PS-504.4

PROFILE PS-504.4

PROFILE PS-503.3

PROFILE PS-503.3

PROFILE PS-504.6

PROFILE PS-504.5

PROFILE PS-504.5

PROFILE PS-505.1

PROFILE PS-505.1

PROFILE PS-505.2

PROFILE PS-505.2

PROFILE PS-505.3

PROFILE PS-505.4

S

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S

PERFORM SIDEWALK REPAIR

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

SOUTHEAST SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-303

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

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W

W

W

W

W

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W

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W

W

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A

W

W

W

W

W

W

W

W

UPDATE AS OF

JUN 2020

K. Orzolek

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

S

S

S

S

S

S

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S

S

S

S

S

S

S

S

S

S

S

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

PERFORM ASPHALT

CURB REPAIR

REPLACE PAVEMENT MARKINGS

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PROTECT ADA RAMP

AND BLDG - TYP.

PS-304

PS-305

PS

-3

PS

-3

3+61.33

SMH# 12

BURIED- EXG TO REMAIN.

ADJUST, REMOVE & RESET

FRAME & COVER BY VA

SMH #8

GREASE OBSERVED IN MANHOLE.

INVESTIGATE UPSTREAM. REPLACE WITH

PRECAST SEWER MANHOLE, FRAME &

COVER

SMH #5 REMODEL

SMH #47

REMOVE AND REPLACE

COULD NOT LOCATE.

POSSIBLY WITHIN LIMIT OF

CONSTRUCTION FENCE

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #13

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

SMH #11

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 6" PVC SEWER

SMH #83

PROVIDE PRECAST CONCRETE

SMH WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 396.5'

6" PVC INV. IN = 394.0'

6" PVC INV. OUT = 393.9'

REPLACE VC SEWER WITH 6" PVC SEWER

SMH 4 REMODEL

REPLACE VC SEWER

WITH 6" DI SEWER

REPLACE VC SEWER

WITH 6" DI SEWER

REPLACE VC SEWER

WITH 6" DI SEWER

SMH #1

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #2

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VCP 8" SEWER

WITH 8" PVC SEWER

SMH #44

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #40

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #41

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #42

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #84

PROVIDE PRECAST CONCRETE

SMH WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 395.56'

6" PVC INV. IN = 392.84'

6" PVC INV. OUT = 392.74'

REPLACE WITH PRECAST SEWER MANHOLE,

TIE INTO EXISTING BLDG SEWER

CONFIRM INV. ELEVATION

6" PVC @ 2%

6" DI @ 1%

6" PVC

APPROXIMATE FILL

OVER SEWER SERVICE

PROVIDE CLEANOUT

PROVIDE TRENCHLESS

TECHNOLOGY UNDER COVERED

WALK (MANHOLE 41 TO MANHOLE

40) - CURED IN PLACE

INSTALL SCB-4

REPAIR CONCRETE

WALK

0+62.02

0+60.19

0+96.03

3+00

3+11.61

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

PROVIDE FLOWABLE FILL/ CONCRETE

ENCASEMENT 10' BEYOND CROSSING

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

REPLACE VC SEWER

WITH 6" PVC SEWER

PROVIDE TRENCHLESS

TECHNOLOGY 8" VC (MANHOLE 40

TO MANHOLE 37) - CURED IN

PLACE

SMH 45 REMODEL

PROVIDE SMH #88 PRECAST CONCRETE

SMH WITH FRAME AND COVER

RIM = 403.15'

PROVIDE TRENCHLESS

TECHNOLOGY 8" (MANHOLE 88 TO

MANHOLE 44) - CURED IN PLACE

1+12.42

REPLACE VC SEWER WITH 6" PVC SEWER

REPLACE VC SEWER WITH 6" PVC SEWER

PROFILE PS-504.3

PROFILE PS-505.4

PROFILE PS-505.5

PROFILE PS-502.2

PROFILE PS-502.2

PROFILE PS-505.6

PROFILE PS-505.6

PROFILE PS-506.1

PROFILE PS-502.1

PROFILE PS-506.1

PROFILE PS-506.1

PROFILE PS-503.1

DISASSEMBLE AND REASSEMBLE

COVERED WALK AS REQUIRED TO

PERFORM WORK

DISASSEMBLE AND REASSEMBLE

COVERED WALK AS REQUIRED TO

PERFORM WORK

AREA UNDER CONSTRUCTION 2021

PERFORM SIDEWALK REPAIR

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

NORTHEAST SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-304

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

S

S

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S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

REPLACE PAVEMENT MARKINGS

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

PERFORM ASPHALT

CURB REPAIR

PROTECT CAR PORT

PS-305

PS-306

PS-304

PS-305

PS

-3

PS

-3

PS

-3

PS

-3

8+14.11

SMH #47

REMOVE AND REPLACE

COULD NOT LOCATE.

POSSIBLY WITHIN LIMIT OF

CONSTRUCTION FENCE

BUILDING 23 DEMOLISHED

NOVEMBER 2020

BUILDING 21 DEMOLISHED

NOVEMBER 2020

BUILDINGS 17,18,19 DEMOLISHED

NOVEMBER 2020

SEWER REPORTEDLY REPLACED

WITH PVC SEWER

PARKING LOTS UNDER CONSTRUCTION

NOVEMBER 2020

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE VCP 8" SEWER

WITH 8" PVC SEWER

SMH #37

PR0POSED REMODEL

EXISTING PRECAST SEWER

MANHOLE FOR SEWER

REPLACEMENT

SMH #48

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 10" PVC SEWER

REPLACE VC SEWER WITH 8" PVC

SEWER - CONNECT TO EXISTING WITH

SOLID COUPLING

SMH #49

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 10" PVC SEWER

SMH #50

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 10" PVC SEWER

PERFORM ASPHALT

CURB REPAIR

SMH #86

PROVIDE PRECAST CONCRETE SEWER

MANHOLE WITH FRAME AND COVER

RIM = 351.25'

10" PVC INV. IN = 344.07'

10" PVC INV. OUT = 343.97'

REPLACE VC SEWER

WITH 10" PVC SEWER

SMH #85

PROVIDE PRECAST CONCRETE SEWER

MANHOLE WITH FRAME AND COVER

RIM = 384.6'

6" PVC STUB = 377.2'

10" PVC INV. IN = 376.8'

10" PVC INV. OUT = 376.7'

INSTALL SCB-4

INSTALL SCB-4

INSTALL SCB-4

PROVIDE SEWER

CLEANOUT

10" PVC SEWER

INSTALL SCB-4

INSTALL INLET SEDIMENT TRAP

PROVIDE SMH #88 PRECAST CONCRETE

SMH WITH FRAME AND COVER

RIM = 403.15'

INV. IN = 394.06'

INV. OUT = 393.82'

PROVIDE TRENCHLESS

TECHNOLOGY 8" (MANHOLE 88 TO

MANHOLE 44) - CURED IN PLACE

SMH #89

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

RIM = 379.8'

INV. IN = 372.00'

INV. OUT = 371.90'

REPLACE VC SEWER

WITH 10" PVC SEWER

PROFILE PS-504.3

PROFILE PS-502.1

PROFILE PS-506.1

PROFILE PS-501.2

PROFILE PS-503.1

PROFILE PS-503.5

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

NORTH SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-305

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

S

S

S

S

S

S

S

S

S

S

S

S

S

S

G

G

G

G

G

G

G

G

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

PERFORM ASPHALT

CURB REPAIR

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PS-305

PS-306

PS

-3

PS

-3

SMH #51

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 10" PVC SEWER

PERFORM SIDEWALK REPAIR

INSTALL SCB-4

INSTALL INLET SEDIMENT TRAP

W

W

PROFILE PS-501.2

D

E

T

E

N

T

I

O

N

P

N

D

D E T E N

T I O

N

P O

N D

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

NEW WORK PLAN

NORTHWEST SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-306

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

E

E

E

E

E

E

E

E

S

S

WV

WV

S

W

V WV

MH WV

S

S

S

S

S

ST

W V

W V

ST

MH

WV

WV

WV

W V

WV

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

D

D

D

D

D

D

D

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

E

E

E

E

E

E

E

E E

E

E

E

D

D

D

S

E

D

S

S

S

S

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

W

A

E

A

A

UPDATE AS OF

JUN 2020

K. Orzolek

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W

W

W

W

W

W

W

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

PERFORM PAVEMENT

REPAIR (TYP.)

PROTECT EXISTING

UTILITIES (TYP.)

PERFORM ASPHALT

CURB REPAIR

REPLACE PAVEMENT MARKINGS

REPAIR ALL

VEGETATED AREAS TO

EXISTING CONDITIONS

PROTECT ADA RAMP

AND BLDG - TYP.

PS-304

PS-305

PS

-3

PS

-3

3+61.33

SMH# 12

BURIED- EXG TO REMAIN.

ADJUST, REMOVE & RESET

FRAME & COVER BY VA

SMH #8

GREASE OBSERVED IN MANHOLE.

INVESTIGATE UPSTREAM. REPLACE WITH

PRECAST SEWER MANHOLE, FRAME &

COVER

SMH #5 REMODEL

SMH #47

REMOVE AND REPLACE

COULD NOT LOCATE.

POSSIBLY WITHIN LIMIT OF

CONSTRUCTION FENCE

BUILDING 23 DEMOLISHED

NOVEMBER 2020

REPLACE VC SEWER

WITH 6" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #13

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

SMH #11

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 6" PVC SEWER

SMH #83

PROVIDE PRECAST CONCRETE

SMH WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 396.5'

6" PVC INV. IN = 394.0'

6" PVC INV. OUT = 393.9'

REPLACE VC SEWER WITH 6" PVC SEWER

SMH 4 REMODEL

REPLACE VC SEWER

WITH 6" DI SEWER

REPLACE VC SEWER

WITH 6" DI SEWER

REPLACE VC SEWER

WITH 6" DI SEWER

SMH #1

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #2

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VCP 8" SEWER

WITH 8" PVC SEWER

SMH #44

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #40

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #41

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

SMH #42

REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

REPLACE VC SEWER

WITH 8" PVC SEWER

REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #84

PROVIDE PRECAST CONCRETE

SMH WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 395.56'

6" PVC INV. IN = 392.84'

6" PVC INV. OUT = 392.74'

REPLACE WITH PRECAST SEWER MANHOLE,

TIE INTO EXISTING BLDG SEWER

CONFIRM INV. ELEVATION

6" PVC @ 2%

6" DI @ 1%

6" PVC

APPROXIMATE FILL

OVER SEWER SERVICE

PROVIDE CLEANOUT

PROVIDE TRENCHLESS

TECHNOLOGY UNDER COVERED

WALK (MANHOLE 41 TO MANHOLE

40) - CURED IN PLACE

INSTALL SCB-4

REPAIR CONCRETE

WALK

0+62.02

0+60.19

0+96.03

3+00

3+11.61

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

PROVIDE FLOWABLE FILL/ CONCRETE

ENCASEMENT 10' BEYOND CROSSING

PROVIDE FLOWABLE

FILL/ CONCRETE

ENCASEMENT 10'

BEYOND CROSSING

REPLACE VC SEWER

WITH 6" PVC SEWER

PROVIDE TRENCHLESS

TECHNOLOGY 8" VC (MANHOLE 40

TO MANHOLE 37) - CURED IN

PLACE

SMH 45 REMODEL

PROVIDE SMH #88 PRECAST CONCRETE

SMH WITH FRAME AND COVER

RIM = 403.15'

INV. IN = 394.06'

INV. OUT = 393.82'

PROVIDE TRENCHLESS

TECHNOLOGY 8" (MANHOLE 88 TO

MANHOLE 44) - CURED IN PLACE

1+12.42

REPLACE VC SEWER WITH 6" PVC SEWER

REPLACE VC SEWER WITH 6" PVC SEWER

PROFILE PS-504.3

PROFILE PS-505.4

PROFILE PS-505.5

PROFILE PS-502.2

PROFILE PS-502.2

PROFILE PS-505.6

PROFILE PS-505.6

PROFILE PS-506.1

PROFILE PS-502.1

PROFILE PS-506.1

PROFILE PS-506.1

PROFILE PS-503.1

DISASSEMBLE AND REASSEMBLE

COVERED WALK AS REQUIRED TO

PERFORM WORK

DISASSEMBLE AND REASSEMBLE

COVERED WALK AS REQUIRED TO

PERFORM WORK

AREA UNDER CONSTRUCTION 2021

395'

395'

PERFORM SIDEWALK REPAIR

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

GRADING PLAN

NORTHEAST SITE SEGMENT

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-404

SAM MAL/AZM

T

T

W

A

E

A

T

A

T

T

A

A

A

T

A

S

C

A

O x y

631-21-003

0 16 32

GRAPHIC SCALE

( IN FEET )

1 inch = 32 ft.

Alignment - (2)

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+09.61

V

C

E

W

R

W

W

PT#74

REMOVE & REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER

PT#73

REMOVE & REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER.

REMOVE & REPLACE VC

SEWER WITH 10" PVC SEWER

REMOVE & REPLACE VC

SEWER WITH 10" PVC SEWER

REMOVE & REPLACE VC

SEWER WITH 10" PVC SEWER

PT#72 "SLAB-TOP"

REMOVE & REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER.

REMODEL SEWER

MANHOLE

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-500

SAM MAL/AZM

631-21-003

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+45.60

D

I

S

E

W

D

I

S E W

E

D

I

W

E

R

S

I

W

VA PT#61

#61 REMOVE AND REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER.

REMOVE & REPLACE 10"

VC SEWER WITH 10" DI

SEWER

VA PT# 62

REMOVE & REPLACE WITH

PRECAST SEWER MANHOLE,

FRAME & COVER

REMOVE & REPLACE 8" VC

SEWER WITH 10" DI SEWER

PT#60

REMOVE & REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER.

REMOVE & REPLACE 8" VC

SEWER WITH 8" DI SEWER

SMH #59

REMOVE & REPLACE WITH PRECAST SEWER

MANHOLE, FRAME & COVER.

REMOVE & REPLACE 8" VC

SEWER WITH 8" DI SEWER

REMOVE & REPLACE 8" VC

SEWER WITH 8" DI SEWER

MATCH EXISTING INVERT

(TYP.)

REMODEL SMH 63 MATCH

EXISTING INVERT

REMOVE & REPLACE 4" CI

SERVICE WITH 6" DI

SEWER

REMOVE & REPLACE

SERVICE WITH 6" DI

SEWER

PROVIDE SMH

#87

RIM = 311.68'

INV. IN = 302.16'

INV. OUT= 302.06'

Alignment - (3)

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+50

9+00

9+50

10+00

10+50

11+00

11+08.25

W

W

W

W

SMH52

REMODEL SMH, PARGE

PRECAST JOINTS.

REMOVE & SET FRAME & COVER.

PROTECT 10" PVC INVERTS

REMOVE & REPLACE VC SEWER WITH 8"

PVC SEWER - CONNECT TO EXISTING WITH

SOLID COUPLING AND CLEANOUT

SMH #49

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

SMH #50

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

SMH #51

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

SMH #86

PROVIDE PRECAST CONCRETE SEWER

MANHOLE WITH FRAME AND COVER

RIM =351.25'

10" PVC INV. IN = 344.07'

10" PVC INV. OUT = 343.97'

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

PROVIDE SEWER CLEANOUT

PROTECT GAS MAIN- CONTRACTOR

SHALL PROVIDE PROTECTION PLAN

FOR REVIEW AND APPROVAL - TYP.

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-501

SAM MAL/AZM

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

6+50

7+00

7+50

8+00

8+14.11

SMH #85

PROVIDE PRECAST CONCRETE SEWER

MANHOLE WITH FRAME AND COVER

RIM = 384.6'

6" PVC STUB = 377.2'

10" PVC INV. IN = 376.8'

10" PVC INV. OUT = 376.7'

W

W

W

W

SMH #47

REMOVE AND REPLACE

COULD NOT LOCATE.

POSSIBLY WITHIN LIMIT OF

CONSTRUCTION FENCE

REMOVE & REPLACE VC

SEWER WITH 6" PVC

SEWER

SMH #1

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

SMH #2

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

"SLAB-TOP" SMH #48

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

C

S

E

W

E

R

SMH #89

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

W

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

Alignment - (22)

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+21.97

SMH #83 "SLAB-TOP"

PROVIDE PRECAST CONCRETE SMH

WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 396.5'

6" PVC INV. IN = 394.0'

6" PVC INV. OUT = 393.9'

TIE INTO EXISTING BLDG SEWER

CONFIRM INV. ELEVATION

P

W

E

R

" D

U C T

IL

E

IR

O N

S E W

E R

PROPOSED GRADE

6" PVC @2%

6" DI @ 1%

PROVIDE YARD DRAIN - PIPE TO

EXISTING DISCHARGE

YD RIM = 394.0'

8" CPP INV. OUT = 390.0'

PROVIDE

CLEANOUT

P

W

E

R

6" PVC @1.9%

SMH #84 "SLAB-TOP"

PROVIDE PRECAST CONCRETE SMH

WITH FRAME AND COVER

REALIGN BLDG #25 SEWER TO

ELIMINATE SEWER UNDER BLDG #1

RIM = 395.56'

6" PVC INV. IN = 392.84'

6" PVC INV. OUT = 392.74'

SMH #45

REMODEL

6" PVC INV. IN = 388.5

6" PVC INV. OUT = 388.4

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-502

SAM MAL/AZM

Alignment - (6)

SMH #37

PR0POSED REMODEL EXISTING

PRECAST SEWER MANHOLE

FOR SEWER REPLACEMENT

SMH #40

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

SMH #41

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

"SLAB-TOP" SMH #42

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER

PROVIDE CURED IN PLACE

PIPE LINING

REMOVE & REPLACE VC

SEWER WITH 8" PVC @

2% MIN. SEWER

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+45.57

W

PROVIDE CURED IN PLACE

PIPE LINING

PROTECT GAS MAIN- CONTRACTOR

SHALL PROVIDE PROTECTION PLAN

FOR REVIEW AND APPROVAL - TYP.

0+00

0+50

1+00

1+12.42

REMOVE & REPLACE VC

SEWER WITH 6" PVC

SEWER @ 2% MIN.

SMH #4 REMODEL

PROVIDE

CLEANOUT

0+00

0+50

0+66.06

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER @ 2% MIN.

SMH #27

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

PROVIDE

CLEANOUT

VA SMH71

REMODEL EXISTING PRECAST

SEWER MANHOLE PROTECT 10"

PVC INVERTS

VA SMH80

REMODEL EXISTING PRECAST

SEWER MANHOLE

PROTECT 10" PVC INVERTS

REMOVE & REPLACE (54LF) 12"

SEWER @ 2% MIN. - VERIFY LINE HAS

NOT BEEN RECENTLY REPLACED

PROVIDE FLOWABLE FILL/ CONCRETE

ENCASEMENT 10' BEYOND CROSSING

0+00

0+50

0+78.53

Alignment - (26)

0+00

0+38.54

SMH #89

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

RIM = 379.8'

INV. IN = 372.00'

INV. OUT = 371.90'

PROVIDE

CLEANOUT

REMOVE AND REPLACE BLDG 22 SEWER

SERVICE W/ 6" PVC SEWER @ 2% MIN.

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-503

SAM MAL/AZM

631-21-003

PER VA SITE DEVELOPMENT DESIGN MANUAL, CHAPTER 5.2.8 & 5.2.9: WHERE SEWER

DOES NOT MEET THE VERTICAL CLEARANCE OF 18" BELOW THE WATER MAIN, OR THE

10' HORIZONTAL SEPARATION BETWEEN POTABLE WATER MAIN AND SANITARY

SEWER, ADDITIONAL PROTECTION IS REQUIRED. THE 10' REQUIRED HORIZONTAL

SEPARATION REQUIRED MAY BE REDUCED TO 6' IF LOCAL CONDITIONS PREVENT A

10',CLEARANCE ,WATER MAIN INVERT IS A MINIMUM OF 18" ABOVE THE CROWN OF

THE SEWER, AND THE WATER MAIN IS IN A TRENCH SEPARATED BY UNDISTURBED

SOIL. ADDITIONAL PROTECTION SHALL CONSIST OF BOTH SYSTEMS TO BE

CONSTRUCTED OF DUCTILE IRON MECHANICAL JOINT AND TO EXTEND 10' BEYOND

THE CROSSING ON EACH SIDE. IF 10' HORIZONTAL SEPARATION IS MET, CONCRETE

ENCASEMENT SHALL BE PERMITTED AS THE REQUIRED ADDITIONAL PROTECTION.

Alignment - (7)

0+00

0+50

1+00

1+50

2+00

2+22.24

FLS PT#75

REMODEL EXISTING PRECAST SEWER

MANHOLE FOR BLDG #28 SEWER

PROTECT OTHER EXISTING INVERTS

BLDG #28 SEWER

REALIGN WITH 6" DI

SEWER

PT#74

REMOVE & REPLACE SEWER

MANHOLE, FRAME & COVER

SMH 81

REMODEL EXISTING PRECAST SEWER

MANHOLE FOR BLDG #28 SEWER

PROTECT OTHER EXISTING INVERTS

P

W

BLDG #28 SEWER

REALIGN WITH 6" PVC

SEWER

P

R

O

V

I

D

I

S

E

W

PROVIDE

MECHANICAL

COUPLER

0+00

0+50

1+00

1+50

2+00

2+37.32

PT#29

PR0POSED REMODEL EXISTING PRECAST

SEWER MANHOLE FOR BLDG #7 SEWER

PROTECT OTHER EXISTING INVERTS

VA SMH200

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

SMH201

REMOVE &REPLACE SEWER

MANHOLE, FRAME & COVER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

SMH #28

REMOVE & REPLACE SEWER

MANHOLE, FRAME & COVER

W

E

W

W

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

REMOVE & REPLACE VC

SEWER WITH 10" PVC

SEWER

Alignment - (8)

0+00

0+50

1+00

1+50

2+00

2+29.72

PROVIDE

CLEANOUT

SMH #82

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

RIM = 389.5'

INV. IN = 383.0'

INV. OUT = 382.9'

REPLACE VC

SEWER WITH 6"

PVC SEWER

P

W

PROVIDE FLOWABLE FILL/

CONCRETE ENCASEMENT

10' BEYOND CROSSING

Alignment - (9)

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

3+56.77

385.9

385.90

SMH #30

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

MATCH AND PROTECT EXISTING INVERTS

SMH #82

PROVIDE PRECAST SEWER MANHOLE

MATCH AND PROTECT EXISTING INVERTS

BLDG #5 SEWER REPLACE WITH 10"

PVC SEWER

PROVIDE

CLEANOUT

REMOVE & REPLACE VC

SEWER WITH 6" PVC

P

W

W

PROVIDE FLOWABLE FILL/

CONCRETE ENCASEMENT

10' BEYOND CROSSING

0+00

0+50

0+67.20

PROVIDE CLEANOUT

SMH #23

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER

REMODEL SMH 23

TO ACCOMMODATE

SEWER REPLACEMENT

W

0+00

0+50

0+51.70

SMH #23

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

PROVIDE CLEANOUT

REMODEL SMH 23

W

E

REMOVE & REPLACE VC

SEWER WITH 8" PVC

SEWER

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-504

SAM MAL/AZM

0+00

0+50

0+68.28

PROVIDE CLEANOUT

PROVIDE CLEANOUTS

SMH #22

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 6" PVC SEWER

REMODEL SMH 22

P

W

REPLACE VC SEWER WITH

6" PVC SEWER

Alignment - (14)

0+00

0+50

0+61.68

PROVIDE CLEANOUT

PROVIDE CLEANOUT

SMH #22

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 6" PVC SEWER

REMODEL SMH 22

P

W

REMOVE & REPLACE VC SEWER

WITH 6" PVC SEWER

SMH #17

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

PROVIDE

CLEANOUT

REMOVE & REPLACE VC

SEWER WITH 8" PVC

P

W

Alignment - (16)

0+00

0+50

0+62.02

PROVIDE

CLEANOUT

REMOVE & REPLACE VC SEWER

WITH 8" PVC SEWER

SMH #13 "SLAB-TOP"

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

REPAIR

CONCRETE

WALK

P

W

Alignment - (17)

0+00

0+50

0+60.19

PROVIDE

CLEANOUT

SMH #11

REMODEL EXISTING PRECAST

SEWER MANHOLE FOR

REPLACEMENT 8" PVC SEWER

P

W

E

PROVIDE FLOWABLE FILL/

CONCRETE ENCASEMENT

10' BEYOND CROSSING

REMOVE & REPLACE VC SEWER

WITH 8" PVC SEWER

0+00

0+50

0+96.03

SMH 5

REMODEL SMH TO INCLUDE

BLDG#25 SEWER

INV. IN = 392.0'

"SLAB-TOP" SMH #8

GREASE OBSERVED IN MANHOLE. INVESTIGATE

UPSTREAM. REMOVE & DISPOSE SEWER

MANHOLE, FRAME & COVER

P V C

S E W

E

PROVIDE FLOWABLE FILL/

CONCRETE ENCASEMENT

10' BEYOND CROSSING

REMOVE & REPLACE VC SEWER

WITH 6" PVC SEWER

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-505

SAM MAL/AZM

Alignment - (19)

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+11.61

PROVIDE SMH #88 PRECAST

CONCRETE SMH WITH

FRAME AND COVER

RIM = 403.15'

INV. IN = 394.06'

INV. OUT = 393.82'

SMH #2

REMOVE & REPLACE WITH PRECAST

SEWER MANHOLE, FRAME & COVER

SMH #44

REMOVE & REPLACE SEWER

MANHOLE, FRAME & COVER

REMOVE & REPLACE VCP

8" SEWER WITH 8" PVC

SEWER

PROVIDE TRENCHLESS

TECHNOLOGY 10" VC (MANHOLE TO

MANHOLE) - CURED IN PLACE

W

W

L

I

N

I

N

G

0+00

0+50

0+62.30

PROVIDE CLEANOUT

REMOVE & REPLACE 4" CI SEWER

WITH 6" PVC SEWER.

PROTECT UTILITIES.

REPLACE CURB. 2% MIN.

SMH # 62

REMOVE & REPLACE WITH

PRECAST SEWER MANHOLE,

FRAME & COVER

Alignment - (21)

0+00

0+48.01

REMOVE & REPLACE SERVICE WITH

6" PVC SEWER. PROTECT UTILITIES.

2% MIN. SLOPE

PROVIDE SMH 87

RIM = 311.6'

INV. IN = 302.16'

INV. OUT = 302.06'

PROVIDE CLEANOUT

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

Project Director

Revisions: Date:

SITE SEWER UTILITIES

PROFILES

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-506

SAM MAL/AZM

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

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

421 N. MAIN STREET

LEEDS, MA 01053

631-21-003

Project Director

Revisions: Date:

SITE SEWER UTILITIES PLAN

DETAILS

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-600

SAM MAL/AZM

4'-0" MAX.

1'-0" MAX.1'-0" MAX.

12" [305mm] ABC OR THICKNESS OF EXISTING GRANULAR BASE

COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS

GREATER.

PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD

DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH".

FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT

EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT

WHICHEVER IS GREATER.

BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR

LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH

PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

TRENCH WIDTHS

GREATER THAN 4'-0"

[1219mm]

TRENCH

BACKFILL

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDES

TACK COAT (TYP.)

EXISTING ASPHALT

CONCRETE

PAVEMENT

PATCH WIDTH IN

ACCORDANCE WITH

AGENCY

REQUIREMENTS

GRANULAR

MATERIAL OR PCC

SEE DETAIL

SCALE:

SCALE:

SCALE:

SCALE:

SANITARY SEWER MANHOLE

NTS

PS-600

CONCRETE POST BARRICADES

NTS

PS-600

CONCRETE CURB AND TERMINAL SECTION

NTS

PS-600

TYPE 2 UTILITY TRENCH PATCH

NTS

PS-600

TYPE 1 UTILITY TRENCH PATCH

PS-600

PROVIDED BY DEPARTMENT

OF VETERANS AFFIARS -

ACELA ENGINEERING CO

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE

UTILITY PIPE.

2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 11.

3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.

4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES.

5. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 31 20 11 & 32 12 16.

6. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.

7. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE SPECIFIED.

8. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE SPECIFIED.

PROVIDED BY DEPARTMENT OF

VETERANS AFFIARS - ACELA

ENGINEERING CO

SCALE:

CONCRETE SIDEWALK

NTS

PS-600

SCALE:NTS

SCALE:

CONCRETE SIDEWALK JOINT SPACING

NTS

PS-600

AND EDGE TOOLING TO MATCH

EXISTING ADJACENT SIDEWALKS

NOTE: ENTIRE SIDEWALK PANEL BETWEEN CONTROL JOINTS AND

EXPANSION JOINTS SHALL BE REMOVED AND REPLACED. TRENCH REPAIR

WIDTH REPLACEMENTS THROUGH SIDEWALKS SHALL NOT BE PERMITTED.

ON A FOUNDATION

MassDOT

MATERIAL APPROVED BY ENGINEER.

OR VA STANDARDS.

EJ GROUP, No 1040

(1040Z FRAME , 1070A COVER)

TYPICAL SMH W PRECAST REINFORCED CONCRETE MONOLITHIC BASE

(ALTERNATE FOR DOGHOUSE APPLICATIONS- NOT TYPICAL W/ PRECAST BASE)

(ALTERNATE FOR DOGHOUSE APPLICATIONS-

NOT TYPICAL W/ PRECAST BASE)

RISER SIZE AND PIPE TO BE

GROUT 90DEG BEND INTO

INVERT.

HILTI STAINLESS STEEL

STRAPPING. BOLT DIRECTLY

INTO SIDE OF SMH. THREE

FEET O.C. TYP.

SAME AS INLET SEWER.

INLET TEE WYE W/ RUBBER

BOOT INLET AS PER SPECS.

SMH STEPS TO BE OPPOSITE

SIDE OF SMH AS DROP.

ADD OAK

BLOCKING

AS NECESSARY

DROP SEWER SECTION -

SEE STANDARD MANHOLE

DETAIL FOR SMH CONST.

Project Number

Drawing Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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E

F

A

B

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21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

421 N. MAIN STREET

LEEDS, MA 01053

631-21-003

Project Director

Revisions: Date:

SITE SEWER UTILITIES PLAN

DETAILS

Foresight Land Services, inc.

1496 West Housatonic Street - Pittsfield, MA 01201

Tel: (413) 499-1560 Fax: (413) 499-3307 www.foresightland.com

FORESIGHT

LAND SERVICES PLANNING

SURVEYING

ENGINEERING

100% CONSTRUCTION

DOCUMENTS

VA CENTRAL WESTERN

MASSACHUSETTS HEALTHCARE

SYSTEM

UPGRADE SANITARY SEWER

PHASE 2

6/15/2021

PS-601

SAM MAL/AZM

IMPERVIOUS TRENCH DAM DETAIL

C

PIPE O.D. +2'

PIPE O.D.

6"±

P I P E

O

D

.5

S

L O

P E

UNDISTURBED

NATIVE SOIL

PIPE CENTERLINE

BENTONITE/SOIL MIX

OR "RIPLEY'S DAM"

CRUSHED STONE

BLEEDER TO

DAYLIGHT

12" 12"

12"

12"

12"

12"

12" 12"

PIPE

O.D.

S

T

O

N

T

D

A

Y

L

I

G

H

T

BENTONITE/SOIL MIX

OR "RIPLEY'S DAM"

WRAP STONE IN

NON-WOVEN

FILTER FABRIC

A

A'

SECTION A-A'

SEE TRENCH

CROSS SECTION

F

I

N

I

H

G

A

D

E

P I P E

.5

S

L O

P E

L

4" MIN.

H

"W"

C

O.D.

PIPE

"A"

O.D.

PIPE "B"

ISOMETRIC

CROSS SECTION

C

CONCRETE HAUNCH

CLASS B

CEMENT CONCRETE

4 #4 REBAR

NOTES:

MINIMUM LENGTH ("L") OF HAUNCH SHALL BE O.D. OF PIPE "B" PLUS 10 FEET (10.0') IN EACH EACH DIRECTION ALONG LATERAL.

MINIMUM WIDTH ("W") SHALL BE O.D. OF PIPE "A" PLUS 10 FEET (10.0') IN EACH EACH DIRECTION ALONG LATERAL.

CONCRETE

HAUNCH

PIPE "B"

PIPE "A"

3-4 FT

TYPICAL STRAW WATTLE SIZES

9"x10' 12"X10' 12"X10'

9"X15' 12"x20'

9"x25'

SPACING BASED

ON SLOPE GRADIENT

CROSS SECTION

<6:1

50'

5:1 - 4:1

25'

4:1 - 2:1

20'

2:1 - 1:1

10'

> 1:1

5'

SCB-4

NOTE: SEDIMENT CONTROL DEVICES

SHALL BE CONSTRUCTED DOWNHILL

OF DISTURBED AREAS AND

UPSTREAM OF WATERCOURSES

AND/OR WETLANDS. TRAPPED

SEDIMENTS SHALL BE REMOVED

FROM THE SEDIMENT CONTROL

DEVICE DURING THE CONSTRUCTION

PERIOD BEFORE THEY BECOME 50%

FULL TO PREVENT SEDIMENT FROM

BEING TRANSPORTED DOWNHILL.

DISPOSE OF SEDIMENTS IN ON-SITE

UPLAND DISPOSAL AREAS, PROPERLY

GRADED, SEEDED AND MULCHED.

REV#

TYPICAL STRAW WATTLE INSTALLATION

STAKE PERPENDICULAR

TO SLOPE FACE

WEDGE OF COMPACTED

STRAW MULCH

OR WOOD CHIPS

REMOVE ACCUMULATED

SEDIMENTS AS NEEDED

AND PER NOTE BELOW

STRAW

WATTLE

BUTT TIGHTLY

TOGETHER

WEDGE LOOSE STRAW

ANGLE STAKE

WHERE WATTLES ABUT

SANITARY CLEANOUT

6"

FOR PIPE SIZE

AND MATERIAL

FLOW

12"

6" 6"

WYE

45° BEND

ADJUSTABLE HEAD

REFER TO PLAN

HEAVY DUTY COVER

4" MIN. CONCRETE

THREADED CLEAN OUT PLUG

ENCASE IN CONCRETE

FINISHED GRADE

ENCASEMENT

WITH LETTER

"S" CAST-IN

DRAINAGE STRUCTURE

NOT TO SCALE

INLET SEDIMENT TRAP - "SILT SACK"

32708B

11-3-08

REV 0

CATCH BASIN FRAME

AND GRATE

INSTALL "SILTSACK" OR

EQUAL PER MFR'S

REQ'TS.

NOTES:

CLEAN OR REPLACE "SILTSACK" AFTER EVERY STORM

EVENT, OR BEFORE IT REACHES THE HALFWAY MARK.

UPON FINAL STABILIZATION OF THE SITE, REMOVE

AND DISPOSE OF ALL SILT AND DEBRIS FROM SILT

SACK AND FROM CATCH BASIN SUMP.

8 9 11 12

D

STONE DISCHARGE APRON

X

L a

PREPARED SUBGRADE

GEOTEXTILE (PER SPECS)

CRUSHED STONE BEDDING

LEVEL

FLARED END

SECTION

PLAN

END

AT

ROCK

LARGE

6"

12"

La = 5' MIN.

(SEE PLAN)

END

FLARED

ANGULAR STONES

4" TO 12" THICK

(AT LEAST 25% THICKER THAN 10")

TOE PLATE

SIDESLOPES @

MAX. 1:1 (TYP)

PIPE

PIPE

M

I N

S E E

P L A N

PREPARED SUBGRADE

GRAVEL BASE PER ROAD DETAIL

PROCESSED GRAVEL

BINDER OR BASE COURSE

CURB

PAVED WIDTH

6"

3"

6"

6"

HOT MIX ASPHALT CURB

TYPE TO MATCH EXISTING - SET

ON BINDER COURSE & KEY IN

WITH TOP COURSE PAVING

TOP COURSE

HMA PAVING

COMPACTED

GRAVEL TO

BACK UP CURB

HOT MIX ASPHALT CURB

36027D

12/19/18

REV #0

NOTE:

REFER TO MassDOT STANDARD SPECIFICATIONS

TACK COAT BINDER

UNDER CURB

NOTE: TRENCH DAM AS REQUIRED BY VA CONTRACTING OFFICER

IN LEDGE

BEDDING OR

GROUNDWATER

BORROW OR GRANULAR

PIPE BEDDING

TYPE 2 BEDDING (SPECIAL)

TYPE 1 BEDDING (NORMAL)

1/4 - 3/4"

WELL-GRADED

(ANGULAR,

CRUSHED STONE

PROCTOR

85% STD.

BORROW

ORDINARY SAND

ROCK

PIPE O.D.

CENTERLINE PIPE

C

C

CENTERLINE PIPE

WELL COMPACTED

PLACED AND

BACKFILL, CAREFULLY

M1.04.1 SAND

PIPE O.D.

EARTH

M2.01.4

CROSS COUNTRY

PAVEMENT

SELECT

BACKFILL, VIBR.

COMPACTED IN

MAX 9" LIFTS

PIPE COVER

(SEE BEDDING

DETAIL)

PIPE O.D.

PIPE BEDDING

(SEE DETAILS)

PIPE O.D. + 2'

SUITABLE NATIVE

BACKFILL PLACED

IN MAX 12" LIFTS

MACHINE

PIPE CENTERLINE

C

MOUND FOR

SETTLEMENT

LOAM & SEED

UNDISTURBED

NATIVE SOIL

TRENCH CROSS SECTION

BEYOND 10' FROM

PAVED AREA

OR WITHIN 10'

OF PAVED AREA

GRANULAR

COMPACTED

GRAVEL BASE &

PAVEMENT PER

DETAILS

M1.02.0