Attachment 8 818PC2032-MNC_BD_PLANS_Part5.pdf

PDF 17 MB Posted

Attached to
Y1PC--Massachusetts National Cemetery Phase 4 Expansion
Solicitation number
36C10F20R0042
Issued by

About this file

Written by GovTribe AI ·

This solicitation is for the Massachusetts National Cemetery Phase 4 Expansion project in Bourne, MA. The Department of Veterans Affairs Office of Construction and Facilities Management will develop approximately 20 acres of land including around 12,000 new gravesites for caskets and cremated remains. The project number is 818-032. Offerors will be evaluated using a tiered method.

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Other files

File Type Posted
Pre-Proposal Inquiry (PPI) Form-- VA Responses dated 7-30-20.pdf PDF
36C10F20R0042 0005.pdf PDF
Cost Proposal Breakdown Revised 7-30-20.pdf PDF
Geotechnical Engineering Report MNC BOURNE MA dated July 12 2019.pdf PDF
Pre-Proposal Inquiry (PPI) Form--VA Responses dated 7-29-20.pdf PDF
36C10F20R0042 0004.pdf PDF
36C10F20R0042 0003.pdf PDF
Pre-Proposal Inquiry (PPI) Form--VA Responses dated 7-27-20 Amendment 0003.pdf PDF
36C10F20R0042 0002.pdf PDF
Pre-Proposal Inquiry (PPI) Form--VA Responses dated 7-27-2020.pdf PDF
MASSACHUSETTS NATIONAL CEMETERY ITINERARY.pdf PDF
36C10F20R0042 0001.pdf PDF
Attachment 7 818PC2032-MNC_BD_PLANS_Part4.pdf PDF
Attachment 1 Wage Determination MA20200008 03-13-2020.pdf PDF
Attachment 4 818PC2032-MNC_BD_PLANS_Part1.pdf PDF
Attachment 13 Cost Proposal Breakdown.pdf PDF
Attachment 2 818PC2032-MNC_BD_SPEC_VOL1.pdf PDF
Attachment 5 818PC2032-MNC_BD_PLANS_Part2.pdf PDF
Attachment 3 818PC2032-MNC_BD_SPEC_VOL2.pdf PDF
Attachment 12 Pre-Proposal Inquiry (PPI) Form.pdf PDF
36C10F20R0042.docx DOCX document
Attachment 6 818PC2032-MNC_BD_PLANS_Part3.pdf PDF
Attachment 11 Contractor Safety and Environmental Record Evaluation Form.pdf PDF
Attachment 9 818PC2032-MNC_BD_PLANS_Part6.pdf PDF
Attachment 10 Past Performance Questionnaire.pdf PDF
Show all 25

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Issue Date Checked Drawn

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Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI111

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

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3/13/2020

IRRIGATION LAYOUT

1" =

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MATCHLINE SEE SHEET LI110

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mailto:dsalvador@aquaengr.com AutoCAD SHX Text

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

AutoCAD SHX Text N

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Project Title

Location

Issue Date Checked Drawn

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Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI1A1

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

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1" =

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AutoCAD SHX Text

EX. WETLAND

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

15" HDPE

15" HDPE

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Issue Date Checked Drawn

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Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI1A2

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

I r r i g atio n

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3/13/2020

IRRIGATION LAYOUT

1" =

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M A

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H L I N

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S

E

A

MATCHLINE SEE SHEET LI1A3

KEY MAP

(NOT TO SCALE)

A1

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SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

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Project Title

Location

Issue Date Checked Drawn

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Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI1A3

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

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3/13/2020

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MATCHLINE SEE SHEET LI1A2

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(NOT TO SCALE)

A1

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A3 mailto:dsalvador@aquaengr.com AutoCAD SHX Text

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

10"

10"

CAP EXISTING 8-INCH PIPE.

6"

CONNECT NEW PVC MAINLINE PIPE TO EXISTING

10-INCH HDPE PIPE USING ROMEC ADAPTOR.

INSTALL NEW ELECTROFUSION WELD HDPE EL

AND ADAPTOR AT LOCATION INDICATED.

EXCAVATE AND EXPOSE EXISTING 10-INCH HDPE PIPE IN ROAD AT

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CAP.

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CONNECT NEW HDPE

MAINLINE PIPE TO FLANGED

STUB OUT FROM NEW WELL

AT APPROXIMATE LOCATION

INDICATED. STUB OUT

PROVIDED BY OTHERS.

3"

EW5

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

B

C

A

D

B

E

F

C

D

E

F

A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI112

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

I r r i g atio n

D e s i g n e r

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INV.=134.50

INV.=134.06

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Project Number

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Project Title

Location

Issue Date Checked Drawn

B

C

A

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B

E

F

C

D

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A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI201

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

I r r i g atio n

D e s i g n e r

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3/13/2020

FIRE HYDRANT REMOVAL /

REPLACEMENT PLAN

3'

5' MINIMUM

2'

1" =

80' 0' 40' 80' 160'

80'

HYDRANT CUT AND CAP

DETAIL

N.T.S.

HYDRANT TANK FILL VALVE REPLACEMENT

DETAIL

N.T.S.

24"

36"

HYDRANT NOTES

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AutoCAD SHX Text 8"(Irrigation from Pump and LI-1)

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4"OI

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mailto:dsalvador@aquaengr.com AutoCAD SHX Text

REMOVE HYDRANT, PIPE, FITTINGS, AND THRUST BLOCK WITHIN BOUNDARY

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EDGE OF ROAD

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6 INCH DIA. PIPE

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MECHANICAL JOINT

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GATE VALVE

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THRUST BLOCK

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WATER MAIN

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SWIVEL TEE

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VALVE BOX

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ROMAC ALPHA EC

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RESTRAINED CAP

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CUT PIPE AND INSTALL

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EXISTING

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LEAVE IN PLACE

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AND THRUST BLOCK

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THRUST BLOCK

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SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

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EDGE OF ROAD

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6 INCH DIA. PIPE

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MECHANICAL JOINT

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GATE VALVE

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THRUST BLOCK

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WATER MAIN

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SWIVEL TEE

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VALVE BOX

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ROMAC ALPHA FC

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FLANGED COUPLING

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CUT PIPE AND INSTALL

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ADAPTER

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TRANSITION FLANGE

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6-INCH X 2-INCH

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EXISTING

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LEAVE IN PLACE

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2 INCH DIA. PIPE

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2-INCH DUCTILE IRON PIPE, ASPHALTIC COATING

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DUCTILE IRON EL

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RESTRAINED GASKETED BELL INLET

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DUCTILE IRON ANGLE VALVE

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THREADED OUTLET WITH CAMLOCK ADAPTOR (SIZE 2-INCH)

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(FLANGE X IPT)

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JOINT RESTRAINT

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THRUST BLOCK

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8-INCH CONCRETE BOLLARD (1 OF 4)

VERIFY SHUT-OFF VALVE IS CLOSED. REMOVE EXISTING HYDRANT PER DETAIL, CAP AS SHOWN IN DETAIL. CONVERT EXISTING HYDRANT TO TANK FILL VALVE REFER TO CIVIL PLANS FOR LOCATION

NORTHERN RED OAK

CHINESE ELM

ORNAMENTAL - REDBUD SPECIES.

STERLING SILVER LINDEN

RED SUNSET MAPLE

AZALEA

RHODODENDRON

'OTTO LUYKEN LAUREL

ORNAMENTAL - MAGNOLIA

BLUE ATLAS CEDAR

SKYLINE HONEYLOCUST

WHITE PINE

XX

TURF

'GRAND SLAM' PERENNIAL RYE - 30%

'STELLAR' PERENNIAL RYE - 25%

'NAVIGATOR' CREEPING RED FESCUE - 25%

'VOLT' KENTUCKY BLUEGRASS - 20%

TYPICAL FOR ALL BURIAL SECTIONS

SCARLET SENTINEL MAPLE

COLUMBARIUM H

1,500 COLUMBARIUM/

MEMORIAL WALLS

SECTION 61

2,580 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

SECTION 62

2,800 IN-GROUND CREMAIN

SECTIONS

(WITHIN 4'X4' PLOTS)

SECTION 65

3,200 IN-GROUND CREMAIN

SECTIONS

(WITHIN 4'X4' PLOTS)

SECTION 64

290 TRADITIONAL FULL CASKET PLOTS

(WITHIN 4'X10' PLOTS)

SECTION 63

1,420 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

SECTION 61

2,580 DOUBLE-DEPTH

PRE-PLACED CRYPTS

(WITHIN 3'X8' PLOTS)

SECTION 62

2,800 IN-GROUND CREMAIN

SECTIONS

(WITHIN 4'X4' PLOTS)

SECTION 65

3,200 IN-GROUND CREMAIN

SECTIONS

(WITHIN 4'X4' PLOTS)

M

A

Y

F

L

O

W

Y

B

O

U

R

I

V

E

E

X

T

E

N

S

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O

N

B

O

U

R

I V

E

E

X

T

E

N

S

I O

N

M A

Y F

L O

W E

R

W

A Y

M

A

Y

F

L

O

W

Y

M

A Y

F L O

W

E R

W

A Y

U

N

S

T

I

T

U

T

I

E

N

U

E

U S

S

C

O N

S T

I T

U T

I O

N

A

V E

N U

E

CONNECT TO

EX. CURB

B

O

U

R

I V

E

E

X

T

E

N

S

I O

N

M

E

M

O

R

I

R

C

L

E

B

E

N

N

I

N

G

T

U

L

E

V

A

R

D

V

E

T

E

R

A

Y

P

A

T

R

I

N

E

M

E

M

O

R

I

R

C

L

E

M c

K

E

N

A

D

M

A

Y

F

L O

W

Y

M

A

I N

T E

N

A

N

A

D

SECTION 64

300 PRE-PLACED OVERSIZED CRYPTS

(WITHIN 4'X10' PLOTS)

M

A

I

N

T

E

N

A

N

A

D

U

N

S

T

I

T

U

T

I

E

N

U

E

C

O

N

N

E

E

N

U

E

S

T

A

G

H

W

U o

EX. RIP RAP

B

U

N

K

E

R

H

I

L

L

C

I

R

C

L

E

E X

S

T O

R M

E

O

R

M

P

L

Y

M

O

U

T

H

L

A

N

E

L A

N E

C O

N C

O R

D

C

IR

C L E

L

E

X

I

N

G

T

O

N

W

A

Y

VETER

AN

S

V

E

T

E

R

A

N

S

W

A

Y

C

I

R

C

L

E

W

A

M

PA

N

O

A

G

B

O

U

L

E

V

A

R

D

B

E

N

N

I

N

G

T

O

N

P

A

T

R

I

O

T

L

A

N

E

M

E

M

O

R

I

A

L

C

I

R

C

L

E

B

O

U

R

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E

D

R

I V

E

T

E

R

C S

E

W

E

R

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T

E

R

M c

K

E

N

N

A

R

O

A

D

15" HDPE

15" HDPE

15" HDPE

18" HDPE

15" HDPE

15" HDPE

15" HDPE

15" HDPE

INV.=134.50INV.=134.50

INV.=134.50

INV.=134.06

15" HDPE

P

E

15" HDPE

15" HDPE

H

D

P

E

P

E

24" HDPE

15" HDPE

15" HDPE

P

E

15" HDPE

H

D

P

E

H

D

P

E

C O

CO

INV.=134.25

INV.=127.00

CO11

CO7

CO8

CO4

CO3

CO1

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

18" HDPE

P

E

P

E

P

E

P

E

P

E

H

D

P

E

P

E

P

E

P

E

P

E

15" HDPE

P

E

H

D P

E

H

D

P

E

24" HDPE

P

E

P

E

P

E

P

E

P

E

15" HDPE

P

E

P

E

15" HDPE

P

E

P

E

15" HDPE

P

E

6" H

D

P

E

P

E

6" HDPE

P

E

6" H

DPE

30" HDPE

H

D

P

E

P

E

P

E

15" H

D

P E

P

E

15" HDPE

15" HDPE

P

E

15" H

DPE

15" HDPE

P

E

15" H

D

P E

P

E

P

E

P

E

18" HDPE

P

E

P

E

P

E

15" H

DPE

P

E

P

E

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H

D P

E

20 scale

E

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E

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S

S S

R

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

B

C

A

D

B

E

F

C

D

E

F

A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI202

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

I r r i g atio n

D e s i g n e r

I

R

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I

G

A

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N

A S

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O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

3/13/2020

IRRIGATION CONTROLLER

ALTERNATIVES

1" =

300' 0' 150' 300' 600'

300'

EXISTING CONTROLLER LEGEND

S

R

E

KEY MAP

(NOT TO SCALE)

A1

A2

A3

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EX. WETLAND

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EX. COLUMBARIUMS

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EX. COLUMBARIUMS

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50' BUFFER

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100' BUFFER

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50' BUFFER

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100' BUFFER

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50' BUFFER

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100' BUFFER

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EU/CU

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UGE

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XW

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1" WATER

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XW

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1" COPPER

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4" (POTABLE WATER)

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8" IRRIGATION MAIN (NOT POTABLE)

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SD

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WD2"

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WD3"

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WD3"

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CONNERY AVENUE

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TRANSFORMER

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EU

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FIBER OPTIC CABLE (FROM BASE)

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COPPER TELEPHONE FIRE

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EO

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GV

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RISER

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GAS VAULTS

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GV

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GV

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RISER

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GV

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EO

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CU

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EO

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mailto:dsalvador@aquaengr.com AutoCAD SHX Text

SCALE MUST MEASURE 1 INCH OR DRAWING IS NOT TO SCALE.

AutoCAD SHX Text EXISTING TORO SENTINEL CONTROLLER (18 TOTAL) EXISTING SOLAR CONTROLLER (3 TOTAL) EXISTING SOLAR CONTROLLER REPEATER ALL EXISTING CONTROLLERS ARE 48 STATION

AutoCAD SHX Text ADD ALTERNATE 6: UPGRADE EXISTING TORO SENTINEL SATELLITE CONTROLLERS WITH V3 UPGRADE EXISTING TORO SENTINEL SATELLITE CONTROLLERS WITH V3 SENTINEL CONTROL MODULE. ADD ALTERNATE 7: PROVIDE 120 VAC POWER TO EXISTING SOLAR CONTROLLERS AND PROVIDE 120 VAC POWER TO EXISTING SOLAR CONTROLLERS AND PROVIDE 120 VAC POWER TO EXISTING SOLAR CONTROLLER REPEATER

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI501

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

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IRRIGATION DETAILS

AIR/VACUUM RELIEF VALVE

ASSEMBLY

N.T.S.

ISOLATION GATE VALVE

ASSEMBLY

N.T.S.

QUICK COUPLER VALVE ASSEMBLY

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

ASSEMBLY

N.T.S.

Q mailto:dsalvador@aquaengr.com AutoCAD SHX Text

2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

2-INCH GALVANIZED STEEL NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

2-INCH STAINLESS STEEL BALL VALVE

AutoCAD SHX Text

AIR-VACUUM RELIEF VALVE (SIZE 2-INCH)

AutoCAD SHX Text

FINISH GRADE

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JUMBO VALVE BOX WITH BLACK LID

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FILTER FABRIC

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DUCTILE IRON SERVICE TEE

AutoCAD SHX Text NOTES: 1. INSTALL VALVE BOX SO THERE IS A CLEARANCE OF 2" BETWEEN THE BOTTOM OF THE VALVE BOX AND THE MAINLINE PIPE. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. LABEL VALVE BOX COVER PER SPECIFICATIONS. 4. SEE SPECIFICATIONS FOR PIPE DEPTH.

AutoCAD SHX Text

BRICK (1 OF 4)

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PVC MAINLINE PIPE

AutoCAD SHX Text

JOINT RESTRAINT

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10-INCH ROUND VALVE BOX

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FINISH GRADE

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3-INCH MINIMUM DEPTH OF

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3/4-INCH WASHED GRAVEL

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RESILIENT WEDGE GATE VALVE

AutoCAD SHX Text

PVC MAINLINE

AutoCAD SHX Text

CONFORMING TO AWWA C-509

AutoCAD SHX Text

STANDARDS

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3 MIL. PLASTIC WRAP

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WITH TAPED ENDS

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OR EQUAL (LENGTH AS REQUIRED)

AutoCAD SHX Text

ADVANCED DRAINAGE SYSTEMS

AutoCAD SHX Text

6-INCH CORREGATED PIPE:

AutoCAD SHX Text

BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. RESILIENT WEDGE GATE VALVE MAY HAVE EITHER MECHANICAL JOINT OR PUSH-ON GASKETED ENDS. THE OPERATOR IS A WRENCH NUT. 3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 4. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

W/BALCK LID

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JOINT RESTRAINT

AutoCAD SHX Text NOTES: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPEIN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

PVC MAINLINE PIPE

AutoCAD SHX Text MIPT x MIPT TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text

1-INCH PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH

AutoCAD SHX Text

PVC SCH 40 COUPLING

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PVC SCH 80 NIPPLE (2-INCH)

AutoCAD SHX Text

BRICK (1 OF 4)

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FILTER FABRIC

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GRAVEL TO TOP OF ANCHOR

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HARCO QUICK COUPLER ANCHOR

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STANDARD VALVE BOX WITH BLACK LID

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FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text

JOINT RESTRAINT

AutoCAD SHX Text FOR MANIFOLDS: 1. SPACE VALVES A UNIFORM DISTANCE APART. 2. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST. 3. NO MORE THAN 4 REMOTE CONTROL VALVES MAY BE ON THE SAME ISOLATION MANIFOLD. 4. VALVES ON A SINGLE MANIFOLD SHOWN GRAPHICALLY ON DRAWINGS. 5. USE SWIVEL EL TO MINIMIZE THE AMOUNT OF FITTINGS FOR CHANGES OF DIRECTION.

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

PVC MAINLINE PIPEMAINLINE PIPE

AutoCAD SHX Text

REMOTE CONTROL VALVE ASSEMBLY

AutoCAD SHX Text

STANDARD VALVE BOX WITH BLACK LID

AutoCAD SHX Text

SCH 80 SOLVENT SOLVENT WELD TEE

AutoCAD SHX Text

ISOLATION ANGLE VALVE ON SERVICE TEE

AutoCAD SHX Text

SCH 40 PVC

AutoCAD SHX Text NOTES: 1. USE VALVE BOX EXTENSION AS NECESSARY TO ACHIEVE MINIMUM DIMENSIONS ABOVE ASSEMBLY. 2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND . INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC TO PIPE AND TAPE TO SECURE FABRIC TO PIPE AND VALVE BOX. 3. TRANSITION TO PROPER LATERAL PIPE BURIAL DEPTH USING 45° ELBOW FITTINGS DOWNSTREAM OF REMOTECONTROL VALVE ASSEMBLY. 4. DO NOT CUT OUT ENDS OF VALVE BOX UNNECESSARILY. 5. POSITION VALVE BOX OVER VALVE TO ALLOW ACCESS TO SOLENOID AND PROPER OPERATION OF BALL VALVE. DO NOT PLACE VALVE BOX DIRECTLY ON LATERAL PIPE. 6. COIL 3-FEET OF WIRE FOR EACH DECODER FOR SERVICE PURPOSES. 7. BRAND VALVE BOX LID PER SPECIFICATIONS. 8. INSTALL PRESSURE REGULATOR ON ALL REMOTE CONTROL VALVES. SET PRESSURE MODULE TO INDICATED PRESSURE ON LEGEND PER MANUFACTURER'S RECOMMENDATIONS.

AutoCAD SHX Text

REMOTE CONTROL VALVE

AutoCAD SHX Text

STANDARD VALVE BOX WITH EXTENSIONS AND BLACK LID

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL

AutoCAD SHX Text

PVC SCH 40 MALE ADAPTER

AutoCAD SHX Text

PVC SCH 80 CLOSE NIPPLE

AutoCAD SHX Text

PVC MAINLINE

AutoCAD SHX Text DUCTILE IRON GASKETED LATERAL SWIVEL TEE WITH 2-INCH OUTLET SHOWN FOR SINGLE VALVE.

AutoCAD SHX Text

JOINT RESTRAINT

AutoCAD SHX Text

2.5-INCH REDUCER COUPLING SLIP X MIPT

AutoCAD SHX Text

PVC LATERAL PIPE TRANSITION TO 18" OF COVER

AutoCAD SHX Text

BRICK (1 OF 4)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

PVC SCH 80 UNION

AutoCAD SHX Text

2.5-INCH SCH 40 PVC FROM ANGLE VALVE

AutoCAD SHX Text

BRICK (1 OF 4)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text

2.5-INCH PVC SCH 40 PIPE TO REMOTE CONTROL VALVE RCV MANIFOLD

AutoCAD SHX Text

10-INCH ROUND VALVE BOX WITH VALVE BOX EXTENSIONS AND BLACK LID

AutoCAD SHX Text

SCH 80 EL HIDDEN

AutoCAD SHX Text

SPARE WIRE (1 OF 4)

AutoCAD SHX Text

30-INCH LENGTH OF COILED WIRE

AutoCAD SHX Text

WIRE CONNECTION, TYP.

AutoCAD SHX Text

CHRISTY ID TAG

LEEMCO LV212/218 2-INCH DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT (MATCH EXISTING ISOLATION VALVE)

Project Title

Location

Issue Date Checked Drawn

B

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A

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B

E

F

C

D

E

F

A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI502

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

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IRRIGATION DETAILS

POP-UP ROTOR SPRINKLER

ASSEMBLY

N.T.S.

POP-UP SPRAY SPRINKLER

ASSEMBLY

N.T.S.

SPRINKLER PLACEMENT

DETAIL

N.T.S.

IRRIGATION

AISLE BOUNDARY 4-FEET

8"

4'

POP-UP ROTOR SPRINKLER IRRIGATION AISLE

ASSEMBLY

N.T.S.

PRE-PLACED CRYPTS

IN-GROUND CREMAINS

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text

POP-UP ROTOR SPRINKLER

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OFLATERAL PIPE IN ORDER TO ABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION OF SWING JOINT.

AutoCAD SHX Text 1-INCH UNITIZED TRIPLE TOP SWING JOINT 12-INCH LAY LENGTH MIPT INLET x MIPT OUTLET; 18-INCH LAY LENGTH IF IN CRYPT SECTIONS

AutoCAD SHX Text

POP-UP SPRAY SPRINKLER

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

AutoCAD SHX Text 1/2-INCH SWING JOINT 12-INCH LAY LENGTH MIPT x MIPT

AutoCAD SHX Text

PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE INORDER TO ABSORB DOWNWARD IMPACT. 2. DO NOT INSTALL MP ROTATOR SPRINKLER HEADS WITHIN 8-FEET OF TREE TRUNKS.

AutoCAD SHX Text

PVC SCH 40 ELL

AutoCAD SHX Text

FINISH GRADE/TOP OF MULCH

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

AutoCAD SHX Text

PVC SCH. 40 SOLVENT WELD SERVICE TEE

AutoCAD SHX Text

PREFABRICATED SWING JOINT

AutoCAD SHX Text

6-INCH NIPPLE

AutoCAD SHX Text

GRID MONUMENT

AutoCAD SHX Text NOTES: 1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH LOCATION IN THE CORRECT LOCATION WITHIN AISLES. 2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE OF OF AISLE.

AutoCAD SHX Text NOTE: 1. INSTALL LATERAL PIPE BETWEEN THE PRE-PLACED CRYPTS IN WATER AISLES, 12-INCHES BELOW THE TOP OF PRE-PLACED CRYPT LID.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

WATER AISLE

AutoCAD SHX Text

LATERAL PIPE

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

TOP OF LID

AutoCAD SHX Text

TOP OF LID

AutoCAD SHX Text

CRYPT

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text

6-INCH NIPPLE

AutoCAD SHX Text

PREFABRICATED SWING JOINT

AutoCAD SHX Text

LARGE TURF SPRINKLER CENTERED BETWEEN HEADSTONES

AutoCAD SHX Text

PVC SCH. 40 SOLVENT WELD TEE

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text

GRID MONUMENT

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text

HEADSTONE LOCATION

AutoCAD SHX Text

HEADSTONE LOCATION (NOT USED)

AutoCAD SHX Text

HEADSTONE LOCATION (NOT USED)

AutoCAD SHX Text 1-INCH TRIPLE TOP PRE-FABRICATED SWING JOINT 18-INCH LAY LENGTH MIPT x MIPT

AutoCAD SHX Text

PVC SCH 40 STREET EL

AutoCAD SHX Text

PVC LATERAL PIPE

AutoCAD SHX Text NOTES: 1. INSTALL SWING JOINT LAY ARM BETWEEN 30° AND 45° OF LATERAL PIPE TOABSORB DOWNWARD IMPACT. IF SWING JOINT CAN NOT BE INSTALLED AT SPECIFIED ANGLE, CONSULT RESIDENT ENGINEER PRIOR TO INSTALLATION.

AutoCAD SHX Text

PVC SCH 40 TEE OR EL

AutoCAD SHX Text

POP-UP ROTOR SPRINKLER

FINISH GRADE /TOP OF MULCH

Project Title

Location

Issue Date Checked Drawn

B

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F

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D

E

F

A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI503

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

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IRRIGATION DETAILS

IRRIGATION CONTROLLER

ASSEMBLY

N.T.S.

CONTROLLER GROUNDING

DETAIL

N.T.S.

PLAN VIEW

A. IRRIGATION CONTROLLER ASSEMBLY

B. UL LISTED 5/8" X 10' COPPER-CLAD GROUNDING

ROD

C. UL LISTED 4" X 8' COPPER GROUNDING PLATE

D. POLYMER 9" ROUND VALVE BOX WITH BLACK LID

E. CADWELD CONNECTION: PAIGE ELECTRIC

F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

G. BRICK (1 OF 4)

H. #6 AWG INSULATED SOLID COPPER WIRE. NO

SHARP BENDS.

I. SPHERE OF INFLUENCE

J. EARTH CONTACT MATERIAL, POWERSET© OR

POWERFILL© DEPENDING ON SOIL CONDITIONS

K. FINISH GRADE

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10'

11'

I

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30" MINIMUM

12"

SECTION VIEW

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1. CONNECT ALL #6 AWG WIRES INSIDE THE

CONTROLLER. CONNECT ONE WIRE TO

THE CONTROLLER GROUND LUG AND

USE A #4 SPLIT BOLT TO CONNECT ALL

WIRES TOGETHER.

2. EARTH CONTACT MATERIAL MUST

COMPLETELY COVER THE WELD JOINT

ON THE GROUND PLATE.

K

FLOWER WATER STATION CONNECTION

ASSEMBLY

N.T.S.

UNDISTURBED SOIL

THRUST BLOCK

WIRE

X

Y

JOINT RESTRAINT

DETAIL

N.T.S.

THRUST BLOCK

ASSEMBLY

N.T.S.

A

Pipe Fitting with Joint Restraint

11.25° BEND (IPS)

(PJ x PJ)

TEE w/ REDUCER IN

BRANCH & RUN (IPS)

(PJ x PJ x PJ)

45° BEND (IPS)

(PJ x PJ)

22.5° BEND (IPS)

(PJ x PJ)

TEE (IPS)

(PJ x PJ x PJ)

90° BEND (IPS)

(PJ x PJ)

REDUCER (IPS)

(PJ x PJ)

PIPE BELL

MANUAL DRAIN VALVE

ASSEMBLY

N.T.S.

mailto:dsalvador@aquaengr.com AutoCAD SHX Text 2"

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text

36" X 36" CONCRETE PAD

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6" MIN.

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FINISHED GRADE

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2-INCH CONDUIT WITH 115V POWER

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CONDUCTORS PER LOCAL &

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NATIONAL ELECTRICAL CODES

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AND ENCLOSURE

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4" MIN.

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IRRIGATION CONTROLLER

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2-INCH CONDUIT AND SWEEP EL

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FOR CONTROL WIRES

AutoCAD SHX Text NOTES: 1. IN ACCORDANCE WITH AMERICAN SOCIETY OF IRRIGATION CONSULTANTS GUIDELINE 100-2002 "FOR EARTH GROUNDING ELECTRONICS EQUIPMENT IN IRRIGATION SYSTEMS", SECTION 12 PARAGRAPH 1: "ELECTRONIC EQUIPMENT AND WIRES/CABLES SHALL BE INSTALLED OUTSIDE OF THE SPHERE OF INFLUENCE OF THE GROUNDING GRID. THIS IS NECESSARY TO AVOID RE-INJECTING THE DISCHARGED LIGHTNING ENERGY INTO THE EQUIPMENT AND THE UNDERGROUND WIRES AND CABLES." 2. SEAL OPENING IN TOP OF CONDUITS WITH EXPANDING FOAM AFTER WIRE INSTALLATION.

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2-INCH CONDUIT FOR GROUNDING

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GRAVEL

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MAINLINE PIPE

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6-INCH CORRUGATED PIPE: ADVANCED

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REQUIRED)

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FINISH GRADE

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SERVICE TEE

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SCH 40 PVC REDUCING MALE ADAPTER (1 OF 2)

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STANDARD VALVE BOX WITH BLACK LID

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DRAINAGE SYSTEMS OR EQUAL (LENGTH AS

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3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED

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3/4-INCH THREADED CURB STOP VALVE

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SCH 40 PVC 1-INCH

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MALE ADAPTER

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1-INCH CL 200 PVC PIPE

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BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

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FILTER FABRIC

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ADJUSTABLE PRESSURE REGULATOR

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PVC SCH. 80 NIPPLE

AutoCAD SHX Text 3/4" x 3/8" COPPER

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MALE ADAPTOR TO PEX

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(LENGTH AS REQUIRED)

AutoCAD SHX Text NOTES: 1. CENTER STATION BETWEEN ROTARY SPRINKLERS. 2. BRAND VALVE BOX LID PER SPECIFICATIONS.

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3/8-INCH PEX TUBE FROM HYDRANT

AutoCAD SHX Text 2%%%

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PVC SCH 80 CLOSE NIPPLE

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PVC SCH 80 UNION

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REFER TO LANDSCAPE DETAILS FOR ADDITIONAL INFORMATION ON HYDRANT INSTALLATION

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RESTRAINED LENGTH OF PIPE REQUIRED

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SIZE

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FITTING

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BEND(LF)

AutoCAD SHX Text 11 1/4%%d

AutoCAD SHX Text 45%%d BEND

AutoCAD SHX Text 22 1/2%%d

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BEND(LF)

AutoCAD SHX Text 90%%d BEND

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(LF)

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TEE

AutoCAD SHX Text 3"

AutoCAD SHX Text 1.4

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(LF)

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(LF)

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LIGHTLY CONSOLIDATED TO CENTERLINE OF PIPE).

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5. TEE RUN LENGTH IS ASSUMED TO BE 10 FEET.

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1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S

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4. JOINT RESTRAINT LENGTH ASSUMES A TYPE 2 TRENCH (BACKFILL

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3. JOINT RESTRAINT LENGTH ASSUMES MAXIMUM OPERATING

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SOIL.

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2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS.

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NOTES:

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INSTALLATION SPECIFICATIONS.

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PRESSURE OF 100 PSI AND 2 FOOT DEPTH OF COVER IN A SANDY

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(LF)

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DEAD END

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1.7

AutoCAD SHX Text 2.4

AutoCAD SHX Text 3.0

AutoCAD SHX Text 6.0

AutoCAD SHX Text 4.8

AutoCAD SHX Text 3.4

AutoCAD SHX Text 2.8

AutoCAD SHX Text 5.9

AutoCAD SHX Text 7.1

AutoCAD SHX Text

AutoCAD SHX Text 12.6

AutoCAD SHX Text 30.3

AutoCAD SHX Text 24.1

AutoCAD SHX Text 17.1

AutoCAD SHX Text 14.3

AutoCAD SHX Text 17.4

AutoCAD SHX Text 53.8

AutoCAD SHX Text 46.1

AutoCAD SHX Text 42.6

AutoCAD SHX Text 29.9

AutoCAD SHX Text 24.8

AutoCAD SHX Text 35.0

AutoCAD SHX Text 22.5

AutoCAD SHX Text THRUST BLOCK SURFACE AREA (SF) AGAINST UNDISTURBED SOIL (X x Y)= (SF)

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SIZE

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FITTING

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BEND(SF)

AutoCAD SHX Text 11 1/4%%d

AutoCAD SHX Text 45%%d BEND

AutoCAD SHX Text 22 1/2%%d

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BEND(SF)

AutoCAD SHX Text 90%%d BEND

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DEAD END(SF)

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TEE OR

AutoCAD SHX Text 2"

AutoCAD SHX Text 0.14

AutoCAD SHX Text 0.27

AutoCAD SHX Text 0.51

AutoCAD SHX Text 0.92

AutoCAD SHX Text 0.66

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(SF)

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(SF)

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5. INSTALL THRUST BLOCK WITH A MINIMUM THICKNESS FROM THE PIPE TO

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THE UNDISTURBED SOIL OF TWO TIMES THE DIAMETER OF THE PIPE.

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BEARING CAPACITY OF 1000 LBS/FT .

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6. THRUST BLOCK SIZING ASSUMES A MAXIMUM OPERATING PRESSURE OF

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120 PSI, A MAXIMUM VELOCITY OF 5 FEET PER SECOND, AND A SOIL

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1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S

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DIMENSIONS OF THE THRUST BLOCK ARE APPROXIMATELY EQUAL.

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3. USE NO. 4 REBAR WITH MASTIC COATING WHERE PIPE MUST BE

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4. INSTALL THRUST BLOCK SO THE HORIZONTAL (X) AND VERTICAL (Y)

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2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS.

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NOTES:

AutoCAD SHX Text

INSTALLATION SPECIFICATIONS.

AutoCAD SHX Text

ANCHORED TO THRUST BLOCK.

AutoCAD SHX Text 4"

AutoCAD SHX Text 0.48

AutoCAD SHX Text 0.93

AutoCAD SHX Text 1.82

AutoCAD SHX Text 3.32

AutoCAD SHX Text 2.36

AutoCAD SHX Text 3"

AutoCAD SHX Text 0.30

AutoCAD SHX Text 0.57

AutoCAD SHX Text 1.11

AutoCAD SHX Text 2.02

AutoCAD SHX Text 1.44

AutoCAD SHX Text

INSTALL 4X4X4 SOLVENT WELD TEE

AutoCAD SHX Text

INSTALL REPAIR COUPLING

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INSTALL 4-INCH SOVENT WELD SCH 40 MITERED DRAIN GRATE, 4CMD-GN

ISOLATION GATE VALVE

Project Title

Location

Issue Date Checked Drawn

B

C

A

D

B

E

F

C

D

E

F

A

Gordon

1 4 5 6 7 8 9 10

BARNSTABLE COUNTY, MASSACHUSETTS

818PC2032

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 225

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

VA FORM 08 - 6231

5 6 7 8 9 10

4501 Daly Drive, Suite 200

Chantilly, VA 20151

Phone: 703-263-1900 www.gordon.us.com

MASSACHUSETTS NATIONAL

CEMETERY

PHASE IV DEVELOPMENT

RWB CCT

LI504

MARCH 13, 2020

BID DOCUMENTS SUBMISSION

BID

DOCUMENTS

C e r t i f i e d

I r r i g atio n

D e s i g n e r

I

R

R

I

G

A

T

I

O

N

A S

S

O

C

I

A

T

I

O

N

CID

J

O

H

N

D

LE

O

N

A

R

D

3/13/2020

IRRIGATION DETAILS

8-FEET

EW5 WELL PUMP

ASSEMBLY

N.T.S.

8-FEET

4-FEET

30"

WELL #3 PUMP

ASSEMBLY

N.T.S.

WELL PUMP CONTROL AND COMMUNICATION NOTES

WELL PUMP CONTROL AND COMMUNICATION NOTES

mailto:dsalvador@aquaengr.com AutoCAD SHX Text

6-INCH SCH 40 STEEL RISER PIPE

AutoCAD SHX Text

CHECK VALVE IF NOT INTEGRAL TO THE

AutoCAD SHX Text

POWER CABLE AND 4-INCH CONDUIT TAP TO PUMP CONTROL PANEL

AutoCAD SHX Text

18-INCH WELL SCREEN AND CASING BY OTHERS

AutoCAD SHX Text

PUMP POWER CABLE

AutoCAD SHX Text

6-INCH DROP PIPE SCH 40 STEEL PIPE

AutoCAD SHX Text

100 HP SUBMERSIBLE PUMP WITH 8-INCH MOTOR: 100PSI AT 850 GPM, 480/3/60

AutoCAD SHX Text

TRANSITION TO 10-INCH PVC PIPE BY IRRIGATION CONTRACTOR

AutoCAD SHX Text

WATER LEVEL PROBES

AutoCAD SHX Text

8-INCH STEEL PIPE WITH VICTAULIC OR FLANGED FITTINGS

AutoCAD SHX Text

BOTTOM OF PUMP 135-FT BGS BOTTOM OF WELL ELEVATION: 186-FT BGS

AutoCAD SHX Text

8-INCH STEEL PIPE

AutoCAD SHX Text

8' X 4' PRECAST CONCRETE VAULT BY IRRIGATION CONTRACTOR

AutoCAD SHX Text

BILCO TYPE JD HATCH 8' X 4' BY IRRIGATION CONTRACTOR

AutoCAD SHX Text

BLIND FLANGE

AutoCAD SHX Text

PRESSURE READING WIRES AND 2-INCH CONDUIT TAP TO PUMP CONTROL PANEL

AutoCAD SHX Text

1-INCH THREADED OLET

AutoCAD SHX Text

PRESSURE TRANSDUCER

AutoCAD SHX Text

MAG METER

AutoCAD SHX Text

FIBER CONNECTION BY…

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File details come from the government source that posted it. Updated .