S02_Attachment-3_Drawing Plans 832CM3032_Irrigation_Vol I Part2.pdf

PDF 12 MB Posted Jul 28, 2020

Attached to: Y1PZ--Renovate Irrigation system and Roads Renovations at Biloxi National Cemetery. Irrigation Sys Project Number: 832CM3032 - Roads Renovations Project Number: 832IC3033
Solicitation number: 36C78620B0022
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to renovate the irrigation system and roads at Biloxi National Cemetery. The solicitation will be issued on July 9, 2020 for the replacement of irrigation components and installation of new irrigation and roads infrastructure at the cemetery. The work includes replacing mainlines, control valves, lateral lines and sprinkler heads for the irrigation system, as well as reconstructing and paving roads and installing curbs. The project has a performance period of 360 calendar days from the notice to proceed. The solicitation is set aside exclusively for verified Service-Disabled Veteran-Owned Small Businesses. Offers are due by the date specified in the solicitation to be posted on July 9th. The point of contact listed can provide any additional details.

View the file

Other files

File	Type	Posted
S06_Amendment-0002_Attachment-1_ SECTION L_IFB_Virtual Bid Opening Instructions.pdf	PDF	Aug 20, 2020
36C78620B0022 0002.docx	DOCX document	Aug 20, 2020
36C78620B0022 0001.docx	DOCX document	Jul 28, 2020
S02_Attachment-9_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jul 28, 2020
S02_Attachment-1_SOW_832CM3032 Irr and 832IC3033 Roads.pdf	PDF	Jul 28, 2020
36C78620B0022- Solicitation.docx	DOCX document	Jul 28, 2020
S02_Attachment-5_Drawing Plans 832IC3033_Roads_Vol II Part2.pdf	PDF	Jul 28, 2020
S02_Attachment-7_Specifications_832IC3033_Roads_Vol II.pdf	PDF	Jul 28, 2020
S02_Attachment-6_Specifications_832CM3032_Irrigation_Vol I.pdf	PDF	Jul 28, 2020
S02_Attachment-4_Drawing Plans 832IC3033_Roads_Vol II Part1.pdf	PDF	Jul 28, 2020
S02_Attachment-8_WD_Building_Harrison Co_MS20200050_3-13-20.pdf	PDF	Jul 28, 2020
S02_Attachment-2_Drawing Plans 832CM3032_Irrigation_Vol I Part1.pdf	PDF	Jul 28, 2020

Show all 12

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SEC

17A

SEC

18A

SEC

19A

SEC

20A

SEC

SEC 61

SEC

13A

SEC

13A

SEC

ASPHALT ROADWAY

SEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

IRRIGATION DEMOLITION

PLAN

D-104

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text D

AutoCAD SHX Text

IRRIGATION DEMOLITION GENERAL NOTES

AutoCAD SHX Text A. ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE ALL EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE EXISTING SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE SUB-SURFACE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE IRRIGATION MAINLINE AND LATERAL PIPING WITHIN CEMETERY SHALL BE ABANDONED IN PLACE, UNLESS REMOVAL IS NECESSARY TO INSTALL MAINLINE OR LATERAL PIPING FOR THE NEW SYSTEM. B. ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION ANY AND ALL EXISTING AT GRADE LEVEL, ABOVE GRADE LEVEL AND BELOW GRADE LEVEL IRRIGATION EQUIPMENT (RISERS, FITTINGS, SPRINKLERS, VALVE BOXES, ETC.) SHALL BE REMOVED, UNLESS INDICATED , UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL SALVAGE AND RETURN TO THE GOVERNMENT ALL SPRINKLER HEADS AND . CONTRACTOR SHALL SALVAGE AND RETURN TO THE GOVERNMENT ALL SPRINKLER HEADS AND RISERS/SWING JOINTS. C. EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION EXISTING IRRIGATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION EQUIPMENT SHOWN WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION WITHIN PROJECT AREA IS BASED ON BEST AS-BUILT INFORMATION AVAILABLE. CONTRACTOR SHALL VERIFY ACCURACY IN FIELD PRIOR TO PROCEEDING WITH DEMOLITION OPERATIONS. D. CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. E. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITY LINES PRIOR TO CONSTRUCTION AND TRENCHING. F. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING STRUCTURES, TREES, AND PAVEMENT TO REMAIN AND ITEMS TO BE SALVAGED. ANY DAMAGE TO ITEMS TO REMAIN OR TO BE SALVAGED RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. SEE TREE PROTECTION NOTES. G. ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. H. PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY PRIOR TO DEMOLITION OPERATIONS, THE CONTRACTOR SHALL DOCUMENT ALL EXISTING CONDITIONS DIRECTLY ADJACENT TO THE PROJECT AREA AND THE CONDITION OF ANY EXISTING ITEMS TO REMAIN WITHIN THE PROJECT AREA. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE OWNER BEFORE PROCEEDING WITH ANY WORK.

AutoCAD SHX Text AREAS OF RECENT CONSTRUCTION - SEE IRRIGATION DEMOLITION KEYED NOTE 1. EXISTING IRRIGATION MAINLINE TO BE ABANDONED IN PLACE - SEE IRRIGATION DEMOLITION GENERAL NOTE A. EXISTING IRRIGATION MAINLINE TO REMAIN - SEE IRRIGATION DEMOLITION KEYED NOTES 9 AND 10. - SEE IRRIGATION DEMOLITION KEYED NOTES 9 AND 10. EXTENTS OF SURVEYED HEADSTONES. EXISTING REMOTE CONTROL VALVE TO BE REMOVED - SEE IRRIGATION DEMOLITION GENERAL NOTE B. EXISTING IRRIGATION HEAD TO BE REMOVED - SEE IRRIGATION DEMOLITION GENERAL NOTE B. EXISTING TREE TO REMAIN - SEE TREE PROTECTION NOTES. EXISTING HEDGE TO REMAIN. EXISTING FLOWER WATER STATION TO BE REMOVED - SEE IRRIGATION DEMOLITION KEYED NOTES 6 AND 7. EXISTING SECTION MARKER TO REMAIN, TYP. EXISTING CONCRETE BENCH PAD/TRASH RECEPTACLE PAD TO REMAIN, TYP. EXISTING CONTROLLER TO BE REMOVED. EXISTING FIRE HYDRANT TO REMAIN. EXISTING IRRIGATION ISOLATION VALVE TO BE REMOVED - SEE IRRIGATION DEMOLITION GENERAL NOTE B. EXISTING IRRIGATION ISOLATION VALVE WITHIN AREA OF RECENT CONSTRUCTION TO REMAIN - SEE IRRIGATION DEMOLITION KEYED NOTE 1. EXISTING IRRIGATION REMOTE CONTROL VALVE WITHIN AREA OF RECENT CONSTRUCTION TO REMAIN - SEE IRRIGATION DEMOLITION KEYED NOTE 1. EXISTING IRRIGATION QUICK COUPLER VALVE WITHIN AREA OF RECENT CONSTRUCTION TO REMAIN - SEE IRRIGATION DEMOLITION KEYED NOTE 1. EXISTING IRRIGATION HEAD AND LATERAL LINE WITHIN AREA OF RECENT CONSTRUCTION TO REMAIN - SEE IRRIGATION DEMOLITION KEYED NOTE 1.

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text

IRRIGATION DEMOLITION KEYED NOTES

AutoCAD SHX Text

1. AREAS OF RECENT CONSTRUCTION. REMOVE EXISTING MAINLINE WITHIN NEW CONSTRUCTION AREAS AREAS OF RECENT CONSTRUCTION. REMOVE EXISTING MAINLINE WITHIN NEW CONSTRUCTION AREAS UNLESS OTHERWISE NOTED. PROTECT EXISTING VALVES, LATERALS, AND HEADS UNLESS OTHERWISE NOTED. VALVES TO REMAIN SHALL BE CONNECTED TO NEW MAINLINE - REFERENCE IRRIGATION PLANS, SHEETS LI101, LI102, LI105 AND LI106. EXISTING LINE ROUTING AND VALVE LOCATIONS ARE BASED ON DESIGN DRAWINGS AND WILL NEED TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. PUMP HOUSE AND POINT OF CONNECTION FOR WELL SUPPLY TO IRRIGATION SYSTEM. PUMP HOUSE AND POINT OF CONNECTION FOR WELL SUPPLY TO IRRIGATION SYSTEM. 3. EXISTING CONTROLLER #1 LOCATED AT PUMP HOUSE TO BE REMOVED. EXISTING CONTROLLER #1 LOCATED AT PUMP HOUSE TO BE REMOVED. 4. EXISTING CONTROLLER #2 LOCATED AT ADMINISTRATION BUILDING TO BE REMOVED. EXISTING CONTROLLER #2 LOCATED AT ADMINISTRATION BUILDING TO BE REMOVED. 5. FUTURE GRAVESITES. FUTURE GRAVESITES. 6. EXISTING FLOWER WATER STATION WITH RECEPTACLES SUITABLE FOR REUSE. REMOVE AND DISPOSE OF EXISTING FLOWER WATER STATION WITH RECEPTACLES SUITABLE FOR REUSE. REMOVE AND DISPOSE OF CONCRETE SLAB, VALVE BOX ASSEMBLY, HYDRANT, AND FLORAL REGULATIONS SIGN. SALVAGE EXISTING TRASH RECEPTACLE, AND FLOWER VASE RECEPTACLE FOR REINSTALLATION IN NEW LOCATIONS (REFERENCE IRRIGATION PLANS). 7. EXISTING FLOWER WATER STATION WITH RECEPTACLES NOT SUITABLE FOR REUSE. REMOVE AND EXISTING FLOWER WATER STATION WITH RECEPTACLES NOT SUITABLE FOR REUSE. REMOVE AND DISPOSE OF CONCRETE SLAB, TRASH RECEPTACLE, AND FLOWER VASE RECEPTACLE. 8. REMOVE EXISTING HEAD AND ANY ASSOCIATED LATERAL PIPING, SEE ALSO IRRIGATION DEMOLITION REMOVE EXISTING HEAD AND ANY ASSOCIATED LATERAL PIPING, SEE ALSO IRRIGATION DEMOLITION GENERAL NOTE B. 9. CUT EXISTING MAINLINE THIS LOCATION - PROTECT FROM DAMAGE UNTIL NEW MAINLINE CAN BE CUT EXISTING MAINLINE THIS LOCATION - PROTECT FROM DAMAGE UNTIL NEW MAINLINE CAN BE INSTALLED AND CONNECTED - REFERENCE SHEET LI105. 10. CUT AND CAP EXISTING MAINLINE AT THIS LOCATION. CUT AND CAP EXISTING MAINLINE AT THIS LOCATION. 11. CONCRETE BENCH PAD/TRASH RECEPTACLE PAD TO REMAIN. CONCRETE BENCH PAD/TRASH RECEPTACLE PAD TO REMAIN. 12. EXISTING FLOWER WATER STATION AT COLUMBARIUM. REMOVE AND DISPOSE OF CONCRETE SLAB, EXISTING FLOWER WATER STATION AT COLUMBARIUM. REMOVE AND DISPOSE OF CONCRETE SLAB, VALVE BOX ASSEMBLY, AND HYDRANT. SALVAGE EXISTING TRASH RECEPTACLE AND FLOWER VASE RECEPTACLE FOR REINSTALLATION (REFERENCE IRRIGATION PLANS). 13. REMOVE AND DISPOSE OF EXISTING FLORAL REGULATIONS SIGN AT COLUMBARIUM. REMOVE AND DISPOSE OF EXISTING FLORAL REGULATIONS SIGN AT COLUMBARIUM. 14. EXISTING TREE TO BE REMOVED AND DISPOSED OF. GRIND STUMP TO 18" BELOW FINISHED GRADE. EXISTING TREE TO BE REMOVED AND DISPOSED OF. GRIND STUMP TO 18" BELOW FINISHED GRADE. GRIND STUMP TO 18" BELOW FINISHED GRADE. STUMP TO 18" BELOW FINISHED GRADE. FILL VOID WITH CLEAN FILL AND COMPACT TO 80% COMPACTION. VOID WITH CLEAN FILL AND COMPACT TO 80% COMPACTION. AND COMPACT TO 80% COMPACTION. COMPACT TO 80% COMPACTION.

AutoCAD SHX Text

TREE PROTECTION NOTES

AutoCAD SHX Text

1. CONTRACTOR SHALL ESTABLISH A ROOT PROTECTION ZONE CONTRACTOR SHALL ESTABLISH A ROOT PROTECTION ZONE AROUND EACH EXISTING TREE TO REMAIN. THE ROOT PROTECTION ZONE SHALL BE AN AREA DEFINED BY A RADIUS EXTENDING OUTWARD FROM THE TRUNK OF THE TREE A DISTANCE OF ONE LINEAR FEET FOR EACH INCH DIAMETER OF THE TREE. THE TREE DIAMETER SHALL BE MEASURED AT BREAST HEIGHT (4.5' ABOVE FINISH GRADE). EXAMPLE: A 10 INCH DIAMETER TREE WILL HAVE A 10 FOOT RADIUS ROOT PROTECTION ZONE. 2. CONTRACTOR SHALL INSTALL FENCING AT THE PERIMETER CONTRACTOR SHALL INSTALL FENCING AT THE PERIMETER OF ROOT PROTECTION ZONES. NO WORK SHALL BEGIN WHERE TREE PROTECTION FENCING HAS NOT BEEN COMPLETED AND APPROVED. TREE PROTECTION FENCING SHALL BE INSTALLED, MAINTAINED AND REPAIRED BY THE CONTRACTOR DURING CONSTRUCTION. THE FENCING SHALL BE A MINIMUM OF 4' HEIGHT. 3. CONTRACTOR SHALL NOT STORE OR DRIVE EQUIPMENT, CONTRACTOR SHALL NOT STORE OR DRIVE EQUIPMENT, VEHICLES OR MATERIALS WITHIN THE ROOT PROTECTION ZONE. 4. CONTRACTOR SHALL PROTECT EXISTING ROOTS FROM CONTRACTOR SHALL PROTECT EXISTING ROOTS FROM DAMAGE WHEN WORKING WITHIN THE ROOT PROTECTION ZONE. THE CONTRACTOR SHALL LIMIT DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES WITHIN THE ROOT PROTECTION ZONE TO THE MINIMUM DISTURBANCE REQUIRED TO COMPLETE CONSTRUCTION. 5. CONTRACTOR SHALL NOT ALLOW CONCRETE TRUCKS TO CONTRACTOR SHALL NOT ALLOW CONCRETE TRUCKS TO CLEAN CHUTES OR DUMP EXCESS CONCRETE OR ANY OTHER CEMENTITIOUS PRODUCTS IN ANY PORTION OF THE SITE. CONTRACTOR SHALL CLEAN THE WASTE OF OTHER CEMENTITIOUS MATERIALS FROM THE SURFACE AND THEY SHALL NOT BE TURNED UNDER DURING FINAL GRADING. 6. CONTRACTOR SHALL NOT TRENCH WITHIN THE DRIPLINE OF CONTRACTOR SHALL NOT TRENCH WITHIN THE DRIPLINE OF EXISTING TREES. AT LOCATIONS WHERE IS IT NECESSARY TO INSTALL LINES OR WIRE WITHIN THE DRIPLINE OF EXISTING TREES, THE UTILITY SHALL BE INSTALLED BY BORING UNDER TREE ROOTS.

AutoCAD SHX Text

SCALE: 1"=30'-0"

AutoCAD SHX Text

IRRIGATION DEMOLITION PLAN

AutoCAD SHX Text F1

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

MATCHLINE B

AutoCAD SHX Text

MATCHLINE B

AutoCAD SHX Text

MATCHLINE A

AutoCAD SHX Text

MATCHLINE A

AutoCAD SHX Text

MATCHLINE C

AutoCAD SHX Text

MATCHLINE C

SEC

60SEC

SEC

53SEC

SEC

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

T R

ASPHALT ROADW

SEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

IRRIGATION DEMOLITION

PLAN

D-105

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text

TYP

AutoCAD SHX Text C2

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

IRRIGATION DEMOLITION GENERAL NOTES

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text

IRRIGATION DEMOLITION KEYED NOTES

AutoCAD SHX Text

TREE PROTECTION NOTES

AutoCAD SHX Text

SCALE: 1"=30'-0"

AutoCAD SHX Text

IRRIGATION DEMOLITION PLAN

AutoCAD SHX Text E1

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

MATCHLINE C

AutoCAD SHX Text

MATCHLINE C

AutoCAD SHX Text

MATCHLINE A

22 22

SEC

17A

SEC

18A

SEC

19A

SEC

20A

SEC

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

ASPHALT ROADWAY

SEC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

IRRIGATION DEMOLITION

PLAN

D-106

AutoCAD SHX Text

TYP

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text

IRRIGATION DEMOLITION GENERAL NOTES

AutoCAD SHX Text

HATCH AND SYMBOL LEGEND

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text

IRRIGATION DEMOLITION KEYED NOTES

AutoCAD SHX Text

TREE PROTECTION NOTES

AutoCAD SHX Text

SCALE: 1"=30'-0"

AutoCAD SHX Text

IRRIGATION DEMOLITION PLAN

AutoCAD SHX Text E1

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

MATCHLINE C

AutoCAD SHX Text

MATCHLINE C

AutoCAD SHX Text

MATCHLINE A

NOT A PART OF THIS SURVEY

LIM

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

CONSTRUCTION AREA

NOT A PART OF THIS SURVEY

ASPHALT ROADWAY

LIM

ASPHALT ROADWAY

T R

ASPHALT ROADWAY

T R

ASPHALT ROADW

ASPHALT ROADWAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

IRRIGATION PLAN

N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

N. 330,400.00'

N. 330,600.00'

N. 330,800.00'

N. 331,000.00'

N. 331,200.00'

N. 331,400.00'

N. 331,600.00'

N. 331,800.00'

N. 332,000.00'

8,4

.00

8,6

.00

8,8

.00

9,0

.00

9,2

.00

9,4

.00

9,6

.00

9,8

.00

0,0

.00

8,4

.00

8,6

.00

8,8

.00

9,0

.00

9,2

.00

9,4

.00

9,6

.00

9,8

.00

0,0

.00

E A

MATCHLINE C

MATCHLINE B

MATCHLINE C

MATCHLINE B

SEE DWG. LI101 SEE DWG. LI102

SEE DWG. LI103 SEE DWG. LI104

SEE DWG. LI105 SEE DWG. LI106

LI001

AutoCAD SHX Text B

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM DOWNSTREAM OF THE EXISTING WELL AND PUMP WILL BE REPLACED IN ITS ENTIRETY INCLUDING, BUT NOT LIMITED TO MAINLINE, REMOTE CONTROL VALVES, LATERAL LINES, AND HEADS. ALL EXISTING IRRIGATION SYSTEM COMPONENTS WILL BE REMOVED OR ABANDONED IN PLACE AS INDICATED ON THE DEMOLITION PLAN (SEE SHEET D-001). THE PUMP WILL BE MODIFIED WITH A NEW VARIABLE FREQUENCY DRIVE TO PROVIDE FOR CONSISTENT OPERATING PRESSURE ACROSS A WIDE RANGE OF FLOWS. THE NEW SYSTEM WILL BE CONTROLLED BY A NEW 2-WIRE SMART CONTROLLER LOCATED AT THE EXISTING PUMP HOUSE. THE SYSTEM WILL INCLUDE THE FOLLOWING FEATURES: NORMALLY OPEN MASTER VALVES AND FLOW SENSORS CONFIGURED WITH A BYPASS TO ACCOMMODATE LOW AND HIGH FLOW OPERATION. FLOW SENSORS WILL BE PROGRAMMED TO LEARN FLOW AND RESPOND TO A HIGH FLOW OR UNSCHEDULED FLOW CONDITION BY CLOSING THE MASTER VALVE AND SHUTTING DOWN THE SYSTEM IN THE EVENT OF A LINE BREAK OR STUCK VALVE. A NEW 8” LOOPED MAINLINE WITH DUCTILE IRON FITTINGS AND ISOLATION VALVES AT LOOPED MAINLINE WITH DUCTILE IRON FITTINGS AND ISOLATION VALVES AT SUITABLE LOCATIONS TO ALLOW FOR ISOLATION OF THE SYSTEM FOR MAINTENANCE PURPOSES. 2-WIRE DECODER CABLE WILL BE INSTALLED IN CONDUIT AND WILL FOLLOW THE NEW MAINLINE PATH. NEW REMOTE CONTROL ZONE VALVE ASSEMBLIES WITH PRESSURE REGULATION FOR EFFICIENT APPLICATION OF IRRIGATION WATER AND FEATURING ISOLATION VALVES AND UNIONS IN LARGE VALVE BOXES FOR EASE OF MAINTENANCE. LATERAL ZONES WILL BE COMPRISED OF A COMBINATION OF LARGE RADIUS ROTORS AND SHORT RADIUS SPRAY HEADS TO PROVIDE FOR FULL HEAD TO HEAD (PLUS 10%) COVERAGE IN ALL TURF GRASS AREAS. ROTORS WILL INCLUDE STAINLESS STEEL RISERS FOR ADDED DURABILITY AND SPRAY SPRINKLERS WILL INCLUDE PRESSURE REGULATING BODIES FOR EFFICIENT APPLICATION OF IRRIGATION WATER. ALL HEADS WILL INCLUDE INLINE CHECK VALVES IN THE RISERS TO PREVENT LOW-HEAD DRAINAGE. PLANTING BEDS WILL BE IRRIGATED WITH FIXED FLOW, PRESSURE COMPENSATING BUBBLERS. QUICK COUPLERS TO BE SERVICED BY THE NEW MAINLINE AND LOCATED IN APPROPRIATE LOCATIONS THROUGHOUT THE CEMETERY. FLOWER WATER STATIONS TO BE SERVICED BY THE NEW MAINLINE AND LOCATED IN APPROPRIATE LOCATIONS THROUGHOUT THE CEMETERY. SEE SHEETS LI101 THROUGH LI106 FOR DETAILED IRRIGATION SYSTEM IMPROVEMENTS SHOWN AT A LARGER SCALE (REFERENCE MATCHLINES THIS SHEET).

AutoCAD SHX Text

IRRIGATION SYSTEM DESIGN NARRATIVE

AutoCAD SHX Text

8" IRRIGATION MAIN LINE, CLASS 200, O-RING AND GASKET PVC, DEPTH OF BURY 30".

AutoCAD SHX Text MANUAL ISOLATION VALVE ASSEMBLY, RESILIENT WEDGE, IRON BODY GATE VALVE WITH 2" OPERATING NUT, SAME SIZE AS LINE. INSTALL PER DETAIL D1/LI501, SEE SPECIFICATIONS.

AutoCAD SHX Text C

AutoCAD SHX Text

IRRIGATION LEGEND

AutoCAD SHX Text WALL-MOUNTED 2-WIRE, DECODER CONTROLLER PER DETAIL F8/LI503. INSTALL CONTROLLER IN PUMP HOUSE WITH SURGE PROTECTION. PROVIDE GROUNDING PER MANUFACTURER'S SPECIFICATIONS AND DETAIL F1/LI503. CONTRACTOR SHALL TEST GROUNDING AND PROVIDE RESULTS IN WRITING TO OWNER. SEE SPECIFICATIONS.

AutoCAD SHX Text

EXISTING IRRIGATION MAIN LINE TO REMAIN. SEE KEYED NOTE 3/LI101.

AutoCAD SHX Text FLOWER WATER STATION INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, HYDRANT, AND FLORAL REGULATIONS SIGN. INSTALL PER DETAILS D8/LI501, F8/LI501, AND D7/LI504.

AutoCAD SHX Text FLOWER WATER STATION AT COLUMBARIUM INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, AND HYDRANT. INSTALL PER DETAILS D8/LI501 AND F8/LI501, SIM. (MATCH DIMENSIONS OF EXISTING CONCRETE PAD, DO NOT INCLUDE FLORAL MATCH DIMENSIONS OF EXISTING CONCRETE PAD, DO NOT INCLUDE FLORAL REGULATIONS SIGN).

AutoCAD SHX Text

FLOWER WATER STATION SERVICE LINE, 1" SCH. 40 SOLVENT WELD PVC.

AutoCAD SHX Text

SCALE: 1"=30'-0"

AutoCAD SHX Text

IRRIGATION PLAN

AutoCAD SHX Text F1

AutoCAD SHX Text

AutoCAD SHX Text 100'

200'

SEC

CC SEC

SEC

BBSEC

SEC

LIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

BILOXI NATIONAL CEMETERY

VOLUME I

IRRIGATION REPLACEMENT

BILOXI, MS

832CM3032

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 30

BJV BJV/JKS1102 MOUNTAIN ROAD NW, SUITE 201, ALBUQUERQUE, NM 87102

505.268.2266; BRIAN VERARDO

BID DOCUMENTS

05/19/2020

BID DOCUMENTS

126 TERRA BELLA BLVD, SUITE B, COVINGTON, LA 70433

504.378.7384; RICH ENDRISS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

IRRIGATION PLAN

LI101

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

START

AutoCAD SHX Text V-127

AutoCAD SHX Text 3"

AutoCAD SHX Text

135-GPM

AutoCAD SHX Text V-128

AutoCAD SHX Text 3"

AutoCAD SHX Text

162-GPM

AutoCAD SHX Text V-129

AutoCAD SHX Text 3"

AutoCAD SHX Text

162-GPM

AutoCAD SHX Text V-133

AutoCAD SHX Text 3"

AutoCAD SHX Text

122.4-GPM

AutoCAD SHX Text V-137

AutoCAD SHX Text 3"

AutoCAD SHX Text

172-GPM

AutoCAD SHX Text V-132

AutoCAD SHX Text 3"

AutoCAD SHX Text

135-GPM

AutoCAD SHX Text V-131

AutoCAD SHX Text 3"

AutoCAD SHX Text

107.1-GPM

AutoCAD SHX Text V-130

AutoCAD SHX Text 3"

AutoCAD SHX Text

122.4-GPM

AutoCAD SHX Text V-135

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

54-GPM

AutoCAD SHX Text V-134

AutoCAD SHX Text 3"

AutoCAD SHX Text

108-GPM

AutoCAD SHX Text V-136

AutoCAD SHX Text 3"

AutoCAD SHX Text

189-GPM

AutoCAD SHX Text V-138

AutoCAD SHX Text 2"

AutoCAD SHX Text

74.04-GPM

AutoCAD SHX Text V-139

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

56.4-GPM

AutoCAD SHX Text V-140

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

47.22-GPM

AutoCAD SHX Text V-141

AutoCAD SHX Text 3"

AutoCAD SHX Text

137.6-GPM

AutoCAD SHX Text V-142

AutoCAD SHX Text 3"

AutoCAD SHX Text

154.8-GPM

AutoCAD SHX Text V-143

AutoCAD SHX Text 3"

AutoCAD SHX Text

172-GPM

AutoCAD SHX Text V-118

AutoCAD SHX Text 3"

AutoCAD SHX Text

122.4-GPM

AutoCAD SHX Text V-119

AutoCAD SHX Text 2"

AutoCAD SHX Text

91.8-GPM

AutoCAD SHX Text V-120

AutoCAD SHX Text 1.5"

AutoCAD SHX Text

32.9-GPM

AutoCAD SHX Text 1 "14"

AutoCAD SHX Text

AIR-VACUUM RELIEF VALVE ASSEMBLY. INSTALL PER DETAIL D4/LI501.

AutoCAD SHX Text POP-UP ROTARY SPRINKLER ASSEMBLIES, 5" POP-UP WITH STAINLESS STEEL RISER AND NOZZLES AS FOLLOWS (INSTALL PER DETAIL C3/LI502):

AutoCAD SHX Text

QUICK COUPLING VALVE ASSEMBLY, SIZE: 1". INSTALL PER DETAIL F3/LI502.

AutoCAD SHX Text PRESSURE COMPENSATING BUBBLER ASSEMBLIES, SEE SPECIFICATIONS. INSTALL AS FOLLOWS:

AutoCAD SHX Text IRRIGATION MAIN LINE, CLASS 200 O-RING AND GASKET PVC, SIZE 8". DEPTH OF BURY 30". ALL JOINTS AT CHANGES IN DIRECTION SHALL HAVE DUCTILE IRON FITTINGS AS INDICATED IN THE SPECIFICATIONS. ALL JOINTS IN STRAIGHT RUNS OF PIPE IMMEDIATELY UPSTREAM OR DOWNSTREAM OF A CHANGE IN DIRECTION SHALL BE RESTRAINED WITH PIPE RESTRAINTS PER DETAIL B8/LI503. ALL OTHER JOINTS IN STRAIGHT RUNS OF PIPE SHALL BE AS INDICATED IN THE SPECIFICATIONS.

AutoCAD SHX Text LATERAL PIPING, CLASS 200 O-RING AND GASKET PVC, SIZE AS SHOWN ON PLAN. SIZES 2-1/2" AND SMALLER SHALL BE SCH. 40 SOLVENT WELD PVC, 24" DEPTH OF BURY. PIPE CONVEYING LESS THAN 5-GPM SHALL BE 3/4". ALL JOINTS AT CHANGES IN DIRECTION ON SIZES 3" AND LARGER SHALL HAVE DUCTILE IRON FITTINGS AS INDICATED IN SPECIFICATIONS. ALL JOINTS IN STRAIGHT RUNS OF PIPE IMMEDIATELY UPSTREAM OR DOWNSTREAM OF A CHANGE IN DIRECTION SHALL BE RESTRAINED PER DETAIL B8/LI503. ALL OTHER JOINTS IN STRAIGHT RUNS OF PIPE LARGER THAN 3" SHALL BE AS INDICATED IN THE SPECIFICATIONS.

AutoCAD SHX Text

SELF-RESTRAINED DUCTILE IRON CAP, SIZE PER LINE SIZE.

AutoCAD SHX Text MANUAL ISOLATION VALVE ASSEMBLY, RESILIENT WEDGE, IRON BODY GATE VALVE WITH 2" OPERATING NUT, SAME SIZE AS LINE. INSTALL PER DETAIL D1/LI501, SEE SPECIFICATIONS.

AutoCAD SHX Text C

AutoCAD SHX Text DUAL MASTER VALVE AND FLOW SENSOR ASSEMBLY: 6" NORMALLY OPEN MASTER VALVE WITH 3" FLOW SENSOR AND 3" NORMALLY OPEN MASTER VALVE WITH 2" FLOW SENSOR - SEE DETAIL D8/LI503.

AutoCAD SHX Text

MODEL NO. GPM PSIGPM PSIPSI

AutoCAD SHX Text 1401 .25 30 REFERENCE DETAIL C5/LI502.25 30 REFERENCE DETAIL C5/LI50230 REFERENCE DETAIL C5/LI502REFERENCE DETAIL C5/LI502

AutoCAD SHX Text MAIN LINE AND LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, REFER TO GENERAL NOTE A.

AutoCAD SHX Text IRRIGATION DECODER CABLE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, REFER TO GENERAL NOTE A.

AutoCAD SHX Text

MODEL NO. RADIUS GPM PSI PRRADIUS GPM PSI PRGPM PSI PRPSI PRPR

AutoCAD SHX Text 04 Q 39' 4.7 70 1.20 39' 4.7 70 1.20 4.7 70 1.20 70 1.20 1.20 04 H 39' 4.7 70 0.60 39' 4.7 70 0.60 4.7 70 0.60 70 0.60 0.60 04 TQ 39' 4.7 70 0.45 39' 4.7 70 0.45 4.7 70 0.45 70 0.45 0.45 04 F 39' 4.7 70 0.30 39' 4.7 70 0.30 4.7 70 0.30 70 0.30 0.30 12 Q 59' 15.3 70 1.46 59' 15.3 70 1.46 15.3 70 1.46 70 1.46 1.46 12 H 59' 15.3 70 0.73 59' 15.3 70 0.73 15.3 70 0.73 70 0.73 0.73 12 F 59' 15.3 70 0.37 59' 15.3 70 0.37 15.3 70 0.37 70 0.37 0.37 16 Q 67' 17.2 70 1.48 67' 17.2 70 1.48 17.2 70 1.48 70 1.48 1.48 16 H 67' 17.2 70 0.74 67' 17.2 70 0.74 17.2 70 0.74 70 0.74 0.74 16 F 67' 17.2 70 0.37 67' 17.2 70 0.37 17.2 70 0.37 70 0.37 0.37 24 Q 75' 27.0 70 1.84 75' 27.0 70 1.84 27.0 70 1.84 70 1.84 1.84 24 H 75' 27.0 70 0.92 75' 27.0 70 0.92 27.0 70 0.92 70 0.92 0.92 24 F 75' 27.0 70 0.4675' 27.0 70 0.4627.0 70 0.4670 0.460.46

AutoCAD SHX Text

IRRIGATION LEGEND

AutoCAD SHX Text VARIABLE ARC SPRAY HEAD ASSEMBLIES, 6" POP-UP WITH PRESSURE REGULATING SPRAY BODY AND NOZZLES AS FOLLOWS (INSTALL PER DETAIL C3/LI502):

AutoCAD SHX Text

MODEL NO. RADIUS GPM PSI PRRADIUS GPM PSI PRGPM PSI PRPSI PRPR

AutoCAD SHX Text 12 Q 12' 0.59 30 1.58 12' 0.59 30 1.58 0.59 30 1.58 30 1.58 1.58 12 H 12' 1.18 30 1.58 12' 1.18 30 1.58 12' 1.18 30 1.58 1.18 30 1.58 30 1.58 1.58 12 F 12' 2.37 30 1.58 12' 2.37 30 1.58 2.37 30 1.58 30 1.58 1.58 15 Q 15' 0.93 30 1.58 15' 0.93 30 1.58 0.93 30 1.58 30 1.58 1.58 15 H 15' 1.85 30 1.58 15' 1.85 30 1.58 1.85 30 1.58 30 1.58 1.58 15 F 15' 3.70 30 1.5815' 3.70 30 1.583.70 30 1.5830 1.581.58

AutoCAD SHX Text 2" AND SMALLER REMOTE CONTROL VALVE ASSEMBLY, PLASTIC BODY 24-VOLT VALVE WITH TWO-WIRE DECODER AND PRESSURE REGULATING DEVICE. SIZE INDICATED ON PLANS. INSTALL PER DETAIL F1/LI501, SEE SPECIFICATIONS.

AutoCAD SHX Text 3" REMOTE CONTROL VALVE ASSEMBLY, BRASS BODY 24-VOLT VALVE WITH TWO-WIRE DECODER AND PRESSURE REGULATING DEVICE. INSTALL PER DETAIL F1/LI501, SEE SPECIFICATIONS.

AutoCAD SHX Text FLOWER WATER STATION INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, HYDRANT, AND FLORAL REGULATIONS SIGN. INSTALL PER DETAILS D8/LI501, F8/LI501, AND F1/LI502.

AutoCAD SHX Text

EXISTING REMOTE CONTROL VALVES TO BE CONNECTED TO NEW MAIN LINE.

AutoCAD SHX Text

EXTENTS OF SURVEYED HEADSTONES.

AutoCAD SHX Text 1402 1.0 (2@0.5 GPM PER TREE) 30 REFERENCE DETAIL C5/LI5021.0 (2@0.5 GPM PER TREE) 30 REFERENCE DETAIL C5/LI50230 REFERENCE DETAIL C5/LI502REFERENCE DETAIL C5/LI502

AutoCAD SHX Text

EXISTING IRRIGATION MAIN LINE TO REMAIN, SEE KEYED NOTE 3.

AutoCAD SHX Text FLOWER WATER STATION SERVICE LINE, 1" SCH. 40 SOLVENT WELD PVC. DEPTH OF BURY, 24". TRANSITION FROM 8" MAIN TO 1" LINE USING DUCTILE IRON SERVICE TEE OR TAPPED CAP AS NEEDED.

AutoCAD SHX Text

EXISTING QUICK COUPLER VALVE TO BE CONNECTED TO NEW MAIN LINE.

AutoCAD SHX Text

EXISTING SPRINKLER HEAD AND LATERAL LINE TO REMAIN.

AutoCAD SHX Text

VALVE ID KEY

AutoCAD SHX Text

VALVE ID NUMBER

AutoCAD SHX Text V-1

AutoCAD SHX Text 1"

AutoCAD SHX Text

25.5-GPM

AutoCAD SHX Text

VALVE SIZE

AutoCAD SHX Text

VALVE GALLONS PER MINUTE

AutoCAD SHX Text

NEW VALVES

AutoCAD SHX Text

VALVE ID NUMBER

AutoCAD SHX Text V-1

AutoCAD SHX Text 1"

AutoCAD SHX Text

25.5-GPM

AutoCAD SHX Text

VALVE SIZE (IF KNOWN)

AutoCAD SHX Text

VALVE GALLONS PER MINUTE (IF KNOWN)

AutoCAD SHX Text

EXISTING VALVES

AutoCAD SHX Text A. ALL MAIN LINE AND WIRE SLEEVES ARE TO BE INSTALLED BY DIRECTIONAL BORING. ALL MAIN LINE AND WIRE SLEEVES ARE TO BE INSTALLED BY DIRECTIONAL BORING. B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS. C. FOR PVC IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 FOR PVC IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM. D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. THE LOCATION OF CONTROLLERS, VALVES, , VALVES, VALVES, ETC. SHALL BE APPROVED BY THE COR IN THE FIELD.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 28, 2020.