36C78618B0374-0002004.pdf

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IRRIGATION NOTES AND LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e a t h

U.S. Department of Veterans Affairs

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E

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h t h i n c o f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

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ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.01

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o n

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IRRIGATION SYSTEM DESIGN APPROACH

GENERAL NOTES

DEMOLITION FLAG NOTES

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LEGEND

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AutoCAD SHX Text

BITUMINOUS DRIVE

AutoCAD SHX Text THE EXISTING IRRIGATION SYSTEM WILL BE MODIFIED TO PROVIDE NEW MAINLINE ROUTING AND AUTOMATED IRRIGATION FOR THE CEMETERY EXPANSION. NEW MAINLINE PIPE, LATERAL PIPE AND SPRINKLERS WILL BE INSTALLED TO IRRIGATE THE NEW AREAS. NEW EQUIPMENT WILL MATCH THE EXISTING. THE POINTS-OF-CONNECTION ARE THE EXISTING IRRIGATION MAINLINE PIPE. A NEW TWO-WIRE CONTROLLER WILL BE INSTALLED UNDER THIS CONTRACT TO CONTROL ALL NEW ZONES SOUTH OF MARINE CORPS DRIVE. SPARE STATIONS FROM EXISTING CONTROLLER LOCATED AT THE MAINTENANCE BUILDING WILL BE USED FOR THE NEW ZONES NORTH OF MARINE CORPS DRIVE. ALL NEW IRRIGATION EQUIPMENT MUST MATCH EXISTING EQUIPMENT. VALVE-IN-HEAD ROTOR SPRINKLERS WILL NOT BE USED FOR THIS EXPANSION. MAINLINE WILL BE HDPE WITH FUSION WELDED JOINTS. LARGE RADIUS ROTORS WILL BE USED FOR BURIAL AREAS. BLOCK STYLE SPRINKLERS WITH ROTOR HEADS OR SPRAYS ON LATERAL PIPE OPERATED BY A REMOTE CONTROL VALVE WILL BE USED FOR TURF AND BUBBLER ZONES. ISOLATION GATE VALVES PERMIT THE ISOLATION OF SECTIONS OF THE SYSTEM FOR REPAIRS OR MAINTENANCE. IRRIGATION WATER WILL BE PROVIDED TO FLOWER WATER STATION LOCATIONS AND AREA PRESSURE REGULATED. QUICK COUPLING VALVES HAVE BEEN PROVIDED FOR INCIDENTAL WATERING NEEDS. THE IRRIGATION BOOSTER PUMP STATION WILL BE REPLACED TO PROVIDE THE DESIGN PRESSURE AND FLOW. SPRINKLERS AND VALVES REMOVED WILL NOT BE REUSED BUT WILL BE SALVAGED AND TURNED OVER TO THE RE/COR.

AutoCAD SHX Text

1. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 80 PSI. CONTRACTOR TO VERIFY NEW PUMP OPERATION AND PRESSURE AT POINT-OF-CONNECTION, REPORT ANY DISCREPANCIES TO COR PRIOR TO CONSTRUCTION. 2. READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION. CONFIRM EXACT LIMITS OF IRRIGATED AREA AND ALL EXISTING AND FUTURE HARDSCAPE AND BURIAL AREAS PRIOR TO CONSTRUCTION. 3. COORDINATE UTILITY LOCATES (CALL BEFORE YOU DIG) OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND CONDITIONS BEFORE EXCAVATING. 4. DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, OR IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND, NOTES, OR SPECIFICATIONS ARE DISCOVERED. BRING ALL SUCH OBSTRUCTIONS OR DISCREPANCIES TO THE ATTENTION OF THE COR. 5. THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED: A. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR CLARITY. B. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING MATERIALS, ARCHITECTURAL FEATURES, STORM DRAINS, AND SIGNS. C. INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER POSSIBLE. 6. SELECT NOZZLES FOR ROTARY SPRINKLERS WHICH PROVIDE COMPLETE AND ADEQUATE COVERAGE IF SITE CONDITIONS ARE NOT AS SHOWN. CAREFULLY ADJUST THE RADIUS OF THROW AND ARC OF EACH ROTARY SPRINKLER TO PROVIDE THE BEST PERFORMANCE AND MINIMIZE OVERSPRAY. 7. WITH REGARD TO PIPE SIZING, THE FOLLOWING SHOULD BE NOTED: IF A SECTION OF UNSIZED PIPE IS LOCATED BETWEEN TWO IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE DEFAULT PIPE SIZE NOTED IN THE LEGEND. 8. PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE PROJECT: A. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. TWO OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVE. B. TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, TWO OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS, ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS. C. FIVE OF EACH TYPE OF SPRINKLER. (5 EACH ROTOR, 5 POP-UP WITH NOZZLES) FIVE OF EACH TYPE OF SPRINKLER. (5 EACH ROTOR, 5 POP-UP WITH NOZZLES) D. TWO QUICK COUPLING KEYS FOR MANUAL QUICK COUPLING VALVES. TWO QUICK COUPLING KEYS FOR MANUAL QUICK COUPLING VALVES. E. ONE PRESSURE ADJUSTMENT GAUGES WITH SCHRADER VALVE ONE PRESSURE ADJUSTMENT GAUGES WITH SCHRADER VALVE CONNECTION. 9. CONTRACTOR IS RESPONSIBLE FOR FINAL VALVE BOX AND SPRINKLER ELEVATION IN RELATION TO THE SURROUNDING FINAL GRADE. INSTALL VALVE BOXES IN SOD AREAS WITH THE THE LID TOP 1-1/2 INCHES ABOVE SURROUNDING FINAL GRADE IN SODDED AREAS. 10. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING IRRIGATION EQUIPMENT. ANY EXISTING IRRIGATION EQUIPMENT INCLUDING VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTORS EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE CONSTRUCTION AREA AND MARK EXISTING PIPE AND EQUIPMENT LOCATIONS USING MARKING SPRAY PAINT FOR PIPE AND WIRE STAKE FLAGS FOR VALVE BOXES WITH THE COR. 11. DO NOT INSTALL ANY ROTOR SPRINKLERS WITHIN 8-FEET OF TREE TRUNKS.

AutoCAD SHX Text EXCAVATE AND EXPOSE EXISTING LATERAL PIPE AT APPROXIMATE LOCATION INDICATED. CUT LATERAL PIPE AND CAP USING A PVC SCH 40 SOLVENT WELD CAP. BACKFILL HOLES AND COMPACT TO MATCH EXISTING CONDITIONS. MARK LOCATION WITH 6-INCH ROUND VALVE BOX. EXCAVATE AND EXPOSE EXISTING SPRINKLER ASSEMBLIES AT APPROXIMATE LOCATION SHOWN. REMOVE SPRINKLER ASSEMBLY AND TURN OVER TO COR. IF SPRINKLER IS WITHIN THE SPRINKLER DEMOLITION BOUNDARY, PIPE IS TO BE ABANDONED IN PLACE. BACKFILL HOLES AND COMPACT TO EXISTING CONDITIONS. VERIFY OPERATION OF ALL REMOTE CONTROL VALVES AND SPRINKLERS IN THIS AREA PRIOR TO DEMOLITION OR CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING SPRINKLERS, REMOTE CONTROL VALVE ASSEMBLIES, AND VALVE BOXES WITHIN DEMOLITION BOUNDARY INDICATED. REMOVE ASSEMBLIES AND TURN OVER TO COR. CAP PVC RISER ON SUPPLY SIDE OF REMOTE CONTROL VALVE WITH PVC SCH 40 CAP. ABANDON LATERAL PIPE IN PLACE. VERIFY WHICH IRRIGATION CONTROLLER OPERATES THE REMOTE CONTROL VALVES AND PROTECT WIRING FOR FUTURE USE. REPAIR ANY EXISTING IRRIGATION SYSTEM COMPONENT DAMAGED BY THE NEW CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING HDPE MAINLINE PIPE AT APPROXIMATE LOCATION SHOWN. ABANDON EXISTING UNUSED MAINLINE IN PLACE. REMOVE UNUSED CONTROL WIRE. REMOVE EXISTING BOOSTER PUMP STATION FROM THE INLET UNDERGROUND FLANGE TO THE OUTLET UNDERGROUND FLANGE. TURN COMPONENTS OVER TO CEMETERY STAFF. REMOVE EXISTING CONCRETE PAD AND DISPOSE OF OF SITE, KEEP INLET AND OUTLET COVERED AND FREE OF SOIL INTRUSION DURING CONSTRUCTION. EXCAVATE AND EXPOSE EXISTING 2.5-INCH HDPE SUBMAINLINE PIPE. CUT PIPE AND CAP USING ELECTROFUSION WELD CAP. BACKFILL HOLE TO MATCH EXISTING CONDITIONS AND REPAIR SOD.

AutoCAD SHX Text EXCAVATE AND EXPOSE THE EXISTING HDPE MAINLINE PIPE AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING ELECTROFUSION REPAIR COUPLINGS. INSTALL JOINT RESTRAINTS, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. PRIOR TO CONSTRUCTION PROVIDE COR WITH SHOP DRAWING OF POINT OF CONNECTION. USE EXISTING TWO WIRE PATH FOR SOLENOID CONNECTION. CONNECT TO EXISTING CAPPED LATERAL AT APPROXIMATE LOCATION INDICATED. USE SOLVENT WELD PVC SCH 40 FITTINGS. INSTALL NEW SPRINKLERS AS SHOWN. BACKFILL AND COMPACT TO MATCH EXISTING CONDITIONS. EXCAVATE AND EXPOSE THE EXISTING MAINLINE PIPE STUB-OUT AT THE APPROXIMATE LOCATION SHOWN. CONNECT TO THE EXISTING MAINLINE PIPE USING ELECTROFUSION TEE AND REPAIR COUPLINGS. INSTALL NEW REMOTE CONTROL VALVES, BACKFILL HOLES, AND COMPACT TO MATCH EXISTING CONDITIONS. IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE OF THE PLANTING AREA FOR CLARITY ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPED AREA AND NOT IN GRAVE SITES OR HARDSCAPE. INSTALL NEW IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION IDENTIFIED ON PLANS. COORDINATE THE EXACT PLACEMENT OF THE CONTROLLER WITH THE COR ON SITE PRIOR TO CONSTRUCTION. COORDINATE 120 VAC POWER TO CONTROLLER. AIR VACUUM RELIEF VALVE ASSEMBLY LOCATION SHOWN IS APPROXIMATE. VERIFY THE LOCATION OF THE HIGHEST ELEVATION ON THE MAINLINE AND INSTALL THE AIR VACUUM RELIEF VALVE ASSEMBLY AT THE HIGH POINT IN THIS AREA. INSTALL TWO WIRE GROUNDING AND SURGE PROTECTION AT LOCATIONS INDICATED. ROUTE 1-INCH CL PVC WITH SOLVENT WELD FITTINGS FROM IRRIGATION MAINLINE TO FLOWER WATER STATION LOCATION SHOWN. REFER TO CIVIL DRAWINGS FOR CONNECTION TO FLOWER WATER STATION. INSTALL NEW 2-INCH REMOTE CONTROL VALVE ASSEMBLY INDICATED, STUB OUT 24-INCHES OF 3-INCH PVC LATERAL PIPE AND CAP FOR FUTURE IRRIGATION.

AutoCAD SHX Text MAINLINE PIPE *TYPE: HDPE *SIZE: PER PLANS COMMUNICATION CABLE *TYPE: PVC CL 200 SLEEVING *TYPE: PVC CL 200 PVC CL 200 LATERAL PIPE TO SPRINKLERS *TYPE: CL 200 PVC CL 200 PVC *SIZE: 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS 3/4-INCH UNLESS OTHERWISE INDICATED BUBBLER LATERALS *SIZE: 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS 1-INCH UNLESS OTHERWISE INDICATED FOR SPRINKLER LATERALS POINT-OF-CONNECTION (P.O.C.) ISOLATION GATE VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS *SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE REMOTE CONTROL VALVE ASSEMBLY *MODEL: HUNTER ICV-FS-DC HUNTER ICV-FS-DC *SIZE AS SHOWN QUICK COUPLING VALVE ASSEMBLY *MODEL: RAIN BIRD 44NP AIR VACUUM RELIEF VALVE ASSEMBLY *MODEL: REFER TO SPECIFICATIONS TWO WIRE PATH GROUNDING AND SURGE PROTECTION TWO WIRE PATH DECODER CABLE FUSE DEVICE

AutoCAD SHX Text BUBBLER ON POP-UP SPRAY SPRINKLER HUNTER PRS-40: PRESSURE: 40 PSI FLOW: 0.5 GPM RADIUS: 5-FEET FLOW: 0.5 GPM RADIUS: 5-FEET RADIUS: 5-FEET *NOTE: INSTALL ONE BUBBLER PER TREE/SHRUB ON 12-INCH POP-UP HEIGHT. LOCATE INSTALL ONE BUBBLER PER TREE/SHRUB ON 12-INCH POP-UP HEIGHT. LOCATE BUBBLER ON DOWNHILL SIDE OF TREE AND 6-INCHES FROM ROOT BALL. POP-UP ROTOR SPRINKLER HUNTER I-25-06-SS @ 60 PSI *NUMBER WITHIN IS NOZZLE NOZZLE FLOW(GPM) RADIUS(FEET) FLOW(GPM) RADIUS(FEET) RADIUS(FEET) 4 4.7 42 4.7 42 42 5 5.3 45 45 POP-UP ROTOR SPRINKLER: HUNTER I-20-06-SS WITH MPR SERIES NOZZLES @ 45 PSI RADIUS: 25' FLOW (GPM): Q-1.00 H-1.98 F-3.82 25' FLOW (GPM): Q-1.00 H-1.98 F-3.82 FLOW (GPM): Q-1.00 H-1.98 F-3.82 RADIUS: 30' FLOW (GPM): Q-1.40 H-2.96 F-5.78 30' FLOW (GPM): Q-1.40 H-2.96 F-5.78 FLOW (GPM): Q-1.40 H-2.96 F-5.78 RADIUS: 35' FLOW (GPM): Q-1.92 H-3.81 F-7.58 35' FLOW (GPM): Q-1.92 H-3.81 F-7.58 FLOW (GPM): Q-1.92 H-3.81 F-7.58 POP-UP SPRINKLER: RAIN BIRD MPR SERIES ON 1804-SAM-PRS @ 30 PSI RADIUS: 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 5' FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 FLOW (GPM): Q - 0.10 H - 0.20 F - 0.41 RADIUS: 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 8' FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 FLOW (GPM): Q - 0.26 H - 0.52 F - 1.05 RADIUS: 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 10' FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 FLOW (GPM): Q - 0.39 H - 0.79 F - 1.58 RADIUS: 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 12' FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 FLOW (GPM): Q - 0.65 H - 1.30 F - 2.60 RADIUS: 15' FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 FLOW (GPM): Q - 0.92 H - 1.85 F - 3.70 NEW TWO-WIRE IRRIGATION CONTROL UNIT: 99 STATION CAPACITY, 64 STATIONS USED INDICATES CONTROLLER STATION NUMBER INDICATES LATERAL DISCHARGE IN GPM INDICATES REMOTE CONTROL VALVE SIZE IN INCHES BOOSTER PUMP STATION TO BE REPLACED EXISTING HDPE IRRIGATION MAINLINE PIPE EXISTING HDPE SUB-MAINLINE PIPE TO VIH SPRINKLERS EXISTING PVC LATERAL PIPE TO SPRINKLERS EXISTING MAINLINE ISOLATION GATE VALVE ASSEMBLY EXISTING ISOLATION GATE VALVE FOR SPRINKLER SUB-MAINLINE EXISTING QUICK COUPLING VALVE ASSEMBLY EXISTING REMOTE CONTROL VALVE ASSEMBLY POP-UP GEAR-DRIVEN ROTOR SPRINKLER: NOZZLE 3.0 EXISTING BUBBLER VALVE-IN-HEAD ROTOR SPRINKLER: NOZZLE 18 DEMOLITION BOUNDARY CAPPED LATERAL FOR FUTURE USE NOTE: ALL SHADED IRRIGATION COMPONENTS ARE EXISTING. PRIOR TO CONSTRUCTION A CLEAN SET OF RECORD DRAWINGS THAT THESE PLANS HAVE REFERENCED WILL BE AVAILABLE IN PDF FORMAT. THESE DEMOLITION DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY THE VA. THE INFORMATION PROVIDED BY THE VA IS BELIEVED TO BE RELIABLE AND CORRECT. AQUA ENGINEERING IS NOT RESPONSIBLE FOR ITS ACCURACY.

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IRRIGATION PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.02

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o n

D e s i g n e r

I

R

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5/4/2018

MATCHLINE SEE SHEET I1.03

TRUE

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EXISTING BOOSTER PUMP LOCATION NORTH OF MAINTENANCE FACILITY

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Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

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C

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ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.03

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o n

D e s i g n e r

I

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5/4/2018

IRRIGATION PLAN

MATCHLINE SEE SHEET I1.02

TRUE

NORTH

0 30' 60'

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.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

A-53

1"

A-59

1.5"

A-57

1.5"

A-58

1.5"

A-61

1.5"

A-64

2"

A-52

2"

A-51

2"

G

G

Q

Q

IRRIGATION PLAN - PIC ADMIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.04

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o 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

5/4/2018

MATCHLINE SEE SHEET I1.05

TRUE

NORTH

0 30' 60'

AutoCAD SHX Text

CO

AutoCAD SHX Text

BITUMINOUS DRIVE

AutoCAD SHX Text TEMPORARY TRAILERS WILL NOT BE REMOVED UNTIL THE ADMINISTRATION STAFF CAN MOVE INTO THE NEW ADMINISTRATION BUILDING. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING IRRIGATION INSTALLATION IN THIS AREA WITH THE PHASES OF BUILDING CONSTRUCTION AND DEMOLITION.

NO IRRIGATION SHALL BE INSTALLED WITHIN THE LIMITS OF THE SEPTIC FIELD

C2

C4 C3

A

R

M

Y

V

E

N

U

E

M A

R I N

E

C

O R

I V

E

V E

T E

R A

N

B

U

L E

V A

R D

3"

3"

3"

3"

3"

3"

3"

1.25"

1.25"

LOCATION TBD

2.5"

2"

1.5"

2"

1.25"

2"

1.5"

1.25"

1.25"

1.25"

2.5"

1.5"

2"

1.25"

2" 1.5"1.25"

1.25"

2.5"

2"

1.25"

2"

1.25"

1.5"

1.5"

1.25"

1.25"

1.5"

1.25"

1.5"

1.25"

2"

1.5"

1.25"

1.25" 1.25"

3"

2.5"

2"

1.5"

2"

1.25"

1.5"

1.25"

3"

2"

1.5"

1.5"

1.25"

1.5"

1.25" 1.25"

1.25"

3"

2"

2"

1.25"

1.5" 1.5" 1.25"

2.5"

1.25"

2"

1.5"

1.25"

1.5"

1.25"

3"

2.5"

2"

2"

1.25"

3"

2.5"

2"

1.25"

1.25"

1.25"

3"

1.25"

2.5"

2"

1.5"

1.25"

3"

3"

3"

1.25"

1.25"

2.5"

2"

2"

1.25"

1.25"

2.5"

2.5"

2"

2"

1.5"

1.25"

2.5"

2"

1.25"

2"

1.25"

1.25"

1.25"

1.25"

2"

1.25"

1.25"

3"

2"

2"

2"

2"

1.25"

1.25"

1.25"

1.25"

3"

3"

1"

1"

Q

Q

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

A-38

1"

A-48

1.5"

A-43

1"

A-42

1"

20 20

32 32

Q

3 3

Q

D

G

G

G

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

A-18

1"

A-19

2"

A-20

1"

A-21

2"

A-22

1.5"

A-23

2"

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

A-41

2"

A-35

1.5"

A-36

2"

A-37

2"

A-39

2"

A-27

2"

A-26

1"

A-25

2"

A-24

2"

Q

4 8

A-49

1"

A-50

2"

A-45

2"

A-46

2"

A-47

1"

A-44

1"

A-33

A-40

2"

G

G

Q

Q

S

A

L

V

A

N

P

D5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.05

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o 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

5/4/2018

IRRIGATION PLAN - FLAG

ASSEMBLY REA

MATCHLINE SEE SHEET I1.06

MATCHLINE SEE SHEET I1.04

PUMP SYSTEM RENOVATION

TRUE

NORTH

0 30' 60'

AutoCAD SHX Text

EXISTING BOOSTER PUMP LOCATION NORTH OF MAINTENANCE FACILITY

THE EXISTING IRRIGATION BOOSTER PUMP STATION WILL BE REPLACED. REFER TO SPECIFICATIONS AND DETAILS FOR ADDITIONAL INFORMATION.

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

1.5"

1.25"

2"

3"

2"

2"

1.25"

1.25"

1.25"

1.25"

2.5"

2"

2"

1.5"

1.25"

1.25"

1.25"

3"

3"

3"

2"

2"

2"

1.5"

2"

1.5"

1.25"

1.25"

1.25"

2.5"

2"

2"

1.5"

1.25"

1.25"

2.5"

2"

1.25"

2"

3"

2"

2"

1.25"

1.25"

2.5"

2.5"

2"

2"

1.5"

1.25"

2.5"

2.5"

2"

2"

1.25"

1.25"

2.5"

2"

2"

1.25"

1.25"

1.25"

1.25"

2"

2"

1.25"

1.25"

2"

1.25"

1.25"

1.25"

1.5"

1.25"

3"

2.5"

2.5"

2"

2"

1.5"

1.25"

2"

2"

1.5"

1.25"

3"

2.5"

2.5"

2"

2"

1.5"

1.25"

1"

1"

1.5"

Q

Q

A

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

A-32

2"

A-3

1"

A-12

1"

A-13

1"

D

D

G

G

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5 .5

.5

5 5

A-34

2"

A-31

1.5"

A-29

2"

A-30

1"

A-14

2"

A-17

2"

A-16

2"

A-28

2"

A-15

2"

A-33

2"

A-1

2"

A-2

2"

A-4

2"

A-11

1.5"

A-10

1.5"

Q

A-9

2"

A-8

1"

A-7

1"

A-5

1.5"

A-6

2"

Q

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I1.06

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o 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

5/4/2018

IRRIGATION PLAN - COLUMBARIUM

& COMMITTAL SHELTER

MATCHLINE SEE SHEET I1.05

TRUE

NORTH

0 30' 60'

IRRIGATION DETAILS 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I5.01

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

I r r i g at i o 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

5/4/2018

ISOLATION GATE VAVLE

ASSEMBLY

N.T.S.

QUICK COUPLING VALVE

ASSEMBLY

N.T.S.

AIR VACUUM RELIEF

ASSEMBLY

N.T.S.

REMOTE CONTROL VALVE

MANIFOLD ASSEMBLY

N.T.S.

Q

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 PIPE INORDER TO ABSORB DOWNWARD IMPACT. 3. BRAND VALVE BOX LID PER SPECIFICATIONS.

AutoCAD SHX Text

HDPE MAINLINE PIPE

AutoCAD SHX Text

HDPE ELECTROFUSION SADDLE

AutoCAD SHX Text

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

AutoCAD SHX Text

PVC SCH 40 COUPLING

AutoCAD SHX Text

PVC SCH 80 NIPPLE (2-INCH)

AutoCAD SHX Text

BRICK (1 OF 4)

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

GRAVEL TO TOP OF ANCHOR

AutoCAD SHX Text

DUCTILE IRON QUICK COUPLER ANCHOR

AutoCAD SHX Text

10-INCH ROUNF VALVE BOX WITH BLACK LID

AutoCAD SHX Text

FINISH GRADE/TOP OF MULCH

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. BRAND VALVE BOX COVER PER SPECIFICATIONS.

AutoCAD SHX Text

HDPE ELECTRO FUSION WELD SERVICE TEE

AutoCAD SHX Text

HDPE MAINLINE PIPE

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

BRICKS (CONTINUOUS END TO END AROUND BOTTOM OF VALVE BOX)

AutoCAD SHX Text

DI 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

STEEL BALL VALVE (SIZE 2-INCH)

AutoCAD SHX Text

DI 80 NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text

CONTINUOUS ACTING AIR VACUUM RELIEF VALVE, (SIZE 2-INCH)

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

VALVE BOX WITH BLACK LID

AutoCAD SHX Text

HDPE FLANGE

AutoCAD SHX Text NOTES: 1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE. 2. CONCRETE SUPPORT BLOCK IS TO BE POURED UNDER ISOLATION GATE VALVE. ONLY THE BOTTOM OF THE ISOLATION GATE VALVE TO BE IN CONTACT WITH CONCRETE. 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

FINISH GRADE

AutoCAD SHX Text

10-INCH ROUND VALVE BOX W/BLACK LID

AutoCAD SHX Text

6-INCH CORRUGATED PIPE: ADVANCED DRAINAGE SYSTEMS OR EQUAL (LENGTH AS REQUIRED)

AutoCAD SHX Text

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

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FILTER FABRIC

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BRICK (CONTINUOUS AROUND BOTTOM OF VALVE BOX)

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RESILIENT WEDGE GATE VALVE CONFORMING TO AWWA C-509 STANDARDS

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HDPE MAINLINE PIPE

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.

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REMOTE CONTROL VALVE

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STANDARD VALVE BOX WITH BLACK LID

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

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PVC SCH 40 MALE ADAPTER

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PVC SCH 80 CLOSE NIPPLE

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SCH. 80 PVC TOE NIPPLE (LENGTH AS REQUIRED)

AutoCAD SHX Text 2-INCH DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT

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PVC LATERAL PIPE TRANSITION TO 18" OF COVER

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BRICK (1 OF 4)

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FILTER FABRIC

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FINISH GRADE

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PVC SCH 40 UNION

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2-INCH SCH 40 PVC FROM ANGLE VALVE

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BRICK (1 OF 4)

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FILTER FABRIC

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10-INCH ROUND VALVE BOX WITH BLACK LID

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FINISH GRADE/TOP OF MULCH

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2-INCH PVC CL 200 PIPE TO REMOTE CONTROL VALVE ASSEMBLE OR RCV MANIFOLD

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HDPE MAINLINE PIPE

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2-1/2INCH ISOLATION ANGLE VALVE ON SERVICE TEE

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2-1/2INCH SCH 40 PVC

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REMOTE CONTROL VALVE ASSEMBLY

AutoCAD SHX Text 2.5-INCH SCH 80 PVC MANIFOLD SOLVENT WELD TEE 2-INCH THREADED OUTLET 2-1/2X2 PVC TEE SOCxFPT

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PVC SCH 80 2-INCH NIPPLE LENGTH AS REQUIRED

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.

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TWO-WIRE CABLE

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HDPE MAINLINE

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DECODER

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WIRE CONNECTOR FROM TWO-WIRE CABLE TO DECODER (1 OF 2)

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WIRE FROM DECODER (1 OF 2)

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CHRISTY ID TAG

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WIRE CONNECTOR FROM DECODER TO SOLENOID VALVE (1 OF 2)

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COMMUNICATION CABLE

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ELECTROFUSION WELD SADDLE 2-INCH OUTLET

JOINT RESTRAINT WITH STAINLESS STEEL STIFFENER FOR HDPE PIPE (1 OF 2)

IRRIGATION DETAILS 2

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I5.02

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

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POP-UP SPRAY SPRINKER

ASSEMBLY

N.T.S.

BUBBLER

ASSEMBLY

N.T.S.

TRENCH

DETAIL

N.T.S.

WIRE SPLICE

DETAIL

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1.

2.

3. 4.

1/2"

5.

POP-UP ROTOR

ASSEMBLY

N.T.S.

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FINISH GRADE

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SEE

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12" MIN.

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SPECIFICATIONS

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SPECIFICATIONS

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SEE

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LATERAL PIPE

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COMPACTED BACKFILL

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MAINLINE PIPE

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TWO WIRE CABLE AND/OR COMMUNICATIONS CABLE

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EDGE OF PAVEMENT OR BACK OF CURVE

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FINISH GRADE/TOP OF MULCH

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POP-UP SPRAY SPRINKLER

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PVC LATERAL PIPE

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PVC SCH 40 TEE OR EL

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SWING PIPE, MAX 30-INCH LENGTH

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INCH BARB EL

AutoCAD SHX Text 1/2-INCH MALE NPT x .490

AutoCAD SHX Text NOTES: 1. INSTALL 4-INCH POP-UP HEIGHT IN TURF AREAS. 2. INSTALL 12-INCH POP-UP HEIGHT IN LANDSCAPED AREAS. 3. USE NO MORE THAN 30 INCHES OF SWING PIPE PER SPRINKLER.

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ROOT BALL

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POP-UP SPRAY SPRINKLER W/ BUBBLER NOZZLE

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WATER BASIN

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STREAM BUBBLER

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FINISH GRADE

AutoCAD SHX Text NOTES: 1. INSTALL 4-INCH POP-UP HEIGHT IN TURF AREAS. 2. INSTALL 12-INCH POP-UP HEIGHT IN LANDSCAPED AREAS. 3. INSTALL 4-INCH POP-UP HEIGHT FOR BUBBLERS.

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PVC LATERAL PIPE

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TEE OR ELL, SEE SPECIFICATIONS FOR MATERIAL

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PVC SCH 40 ELL

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

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NOTE: 1. VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS".

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1. STRIP ENDS OF WIRE 2. SECURE WIRES INTO WIRE NUT 3. INSERT WIRE NUT INTO GEL-FILLED TUBE 4. POSITION WIRES INTO CHANNELS 5. CLOSE SPLICE KIT FOR SECURED SEAL

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PVC LATERAL PIPE

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TEE OR EL, SEE SPECIFICATIONS FOR MATERIAL

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POP-UP ROTOR SPRINKLER

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FINISH GRADE

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

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

IRRIGATION DETAILS 3

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I5.03

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

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CONTROLLER ASSEMBLY

N.T.S.

CONTROLLER GROUNDING

ASSEMBLY

N.T.S.

DECODER GROUNDING

DETAIL

N.T.S.

A

DECODER CABLE

FUSE DEVICE

N.T.S.

D

G

AutoCAD SHX Text 2"

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6" MIN.

AutoCAD SHX Text

4" MIN.

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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IRRIGATION CONTROLLER AND ENCLOSURE

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RAIN SENSOR

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CONDUIT WITH 115V POWER CONDUCTORS PER LOCAL & NATIONAL ELECTRICAL CODES

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CONDUIT FOR GROUND WIRE

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SLOPE TO DRAIN

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FINISHED GRADE

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CONDUIT AND SWEEP EL FOR CONTROL WIRES

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CONCRETE PAD

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10-INCH ROUND VALVE BOX W/BLACK LID

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GROUND WIRE CONNECTION

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

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BRICKS

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10-FEET OF AWG BARE COPPER GROUND WIRE FROM CONTROLLER, TYPICAL

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10-FOOT COPPER CLAD GROUNDING ROD

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COPPER PLATE WITH 10' OF BARE COPPER GROUND WIRE.

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EARTH CONTACT ENHANCEMENT MATERIAL 1 BAG, NON-HARDENING

AutoCAD SHX Text NOTES: 1. REFER TO TO IRRIGATION CONTROLLER ASSEMBLY (THIS SHEET) FOR ADDITIONAL INFORMATION. 2. LABEL VALVE BOX COVER PER SPECIFICATIONS. 3. DO NOT ROUTE CONTROL WIRES AND BARE COPPER GROUND WIRE IN COMMON TRENCH.

AutoCAD SHX Text

COPPER PLATE

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GROUNDING ROD

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CONTROLLER ASSEMBLY

AutoCAD SHX Text NOTES: 1. BURY GROUNDING PLATE A MINIMUM OF 30 INCHES BELOW GRADE. 2. INSTALL DECODER GROUND ON EVERY 12TH DECODER OR MAXIMUM OF 1000 FT.

AutoCAD SHX Text 8'-10'

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TWO-WIRE CABLE

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REMOTE CONTROL VALVE

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DECODER

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VALVE BOX

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TWO-WIRE CABLE

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BARE COPPER GROUNDING WIRE PROVIDED WITH DECODER

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BARE AWG #8 COPPER WIRE

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3M DBY-6 CONNECTION

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SOLDER CONNECTION

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4" X 96" X 0.06" COPPER GROUNDING PLATE: PAIGE 182199L

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2. AT ALL SPLICE LOCATIONS, PROVIDE SUFFICIENT SLACK TO ALLOW THE

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SPLICE TO BE RAISED A MINIMUM OF 24" (IN.) ABOVE GRADE

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NOTES:

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SPLICE KITS

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DIRECT BURIAL

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3" GRAVEL

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10" ROUND VALVE BOX

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FINISH GRADE

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24" MINIMUM

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6" PVC SLEEVE

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3. DECODER CABLE SHALL HAVE A MINIMUM OF 24" (IN.) OF COVER.

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4. CLEARLY MARK ON TAG WHERE SUPPLY CABLE ORIGINATES FROM

AutoCAD SHX Text (EX: FROM 8th HOLE) AND EACH OUTGOING CABLE GOES TO (EX: TO 10th GREEN)

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OUTGOING DECODER CABLES

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DECODER CABLE FROM DIRECTION OF

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CENTRAL EQUIPMENT LOCATION.

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IN AN OUTWARD BOUND DIRECTION FROM THE CENTRAL EQUIPMENT LOCATION.

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5. CLEARLY MARK THE MILLIAMP DRAW FOR EACH LEG OF CABLE BASED ON THE

AutoCAD SHX Text

NUMBER OF DECODERS "DOWNSTREAM" FROM THAT POINT.

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INCOMING CABLE (RED)

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OUTGOING CABLE 1 (RED)

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OUTGOING CABLE 2 (RED)

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INCOMING CABLE (BLACK)

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OUTGOING CABLE 1 (BLACK)

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OUTGOING CABLE 2 (BLACK)

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(TYPICAL)

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(IF REQUIRED)

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DECODER CABLE SWITCH DEVICE

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1. INSTALL DECODER CABLE SWITCH DEVICE (DCSD) BETWEEN CABLE FROM

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CENTRAL AND TWO OUTGOING CABLES.

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LABEL FOR DOCUMENTING

NORMAL CURRENT DRAW

IRRIGATION DETAILS 4

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i t h

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

LOUISIANA NATIONAL CEMETERY

AE DESIGN PROJECT

LOUISIANA NATIONAL CEMETERY

ZACHARY, LOUISIANA

870CM3028

Project Director

MAY 17, 2018 JDL/RWB EGK

Revisions: Date:o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Mechanical, Electrical, Structural Engineering:

IMEG Corp.

623 26th Ave.

Rock Island, IL 61201

(309) 793-3404

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525

(970) 372-6104

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121

(952) 854-3663

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834

(916) 928-4690

Septic / Erosion Control:

Barrilleaux Inc.

42333 Deluxe Plaza, Suite 8 Hammond, LA 70403

(903) 545-2280

Commissioning:

National Facility Solutions, LLC 220 Ramsey Street Hastings, MN 55033

(651) 391-0170

42333 Deluxe Plaza Suite 8 Hammond, L A ph: (985)-542-0391 fax: (985)-542-6515

& Associates, Inc.

Barrilleaux

Engineers - Land Surveyors - Environmental Consultants

Robert DESIGN &

CONSTRUCTION

I5.04

PHASE 1B EXPANSION

OF 133DWG:

05/17/2018

BID DOCUMENTS

C e r t i f i e d

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BOOSTER PUMP

ASSEMBLY

N.T.S.

FLOW

FLOW

4'-6" MAX.

M

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6"

6"

8 7

BOOSTER PUMP STATION EQUIPMENT SCHEDULE

CONSTRUCTION NOTES

13'-1"

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PLAN VIEW

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ELEVATION VIEW

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SIDE VIEW

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30" MIN. COVER OVER TOP OF PIPE

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54" MIN. COVER OVER TOP OF PIPE

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1. BOOSTER PUMP IS TO OPERATE BASED ON PRESSURE. BOOSTER PUMP IS TO OPERATE BASED ON PRESSURE. 2. PROGRAM PLC TO STOP BOOSTER PUMP OPERATION WHEN FLOW EXCEEDS 225 GPM (HIGH FLOW SHUT PROGRAM PLC TO STOP BOOSTER PUMP OPERATION WHEN FLOW EXCEEDS 225 GPM (HIGH FLOW SHUT DOWN). 3. PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS AND MAKE ALL NECESSARY CONNECTIONS BETWEEN PROVIDE ALL NECESSARY CONDUIT AND CONDUCTORS AND MAKE ALL NECESSARY CONNECTIONS BETWEEN POWER SOURCE AND BOOSTER PUMP. 4. VERIFY ELECTRICAL POWER SUPPLY WITH COR ON SITE PRIOR TO CONSTRUCTION. REFER TO ELECTRICAL VERIFY ELECTRICAL POWER SUPPLY WITH COR ON SITE PRIOR TO CONSTRUCTION. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 5. INSTALL AND SECURE PUMP TO CONCRETE PAD PER MANUFACTURER'S GUIDELINES. INSTALL AND SECURE PUMP TO CONCRETE PAD PER MANUFACTURER'S GUIDELINES. 6. COORDINATE BOOSTER PUMP START UP AND TRAINING FROM THE MANUFACTURER'S REPRESENTATIVE. COORDINATE BOOSTER PUMP START UP AND TRAINING FROM THE MANUFACTURER'S REPRESENTATIVE. 7. CONTRACTOR MUST PROVIDE SHOP DRAWINGS AND RECEIVE ENGINEER APPROVAL PRIOR TO ORDERING. CONTRACTOR MUST PROVIDE SHOP DRAWINGS AND RECEIVE ENGINEER APPROVAL PRIOR TO ORDERING. 8. ENCLOSURE COLOR TO BE COORDINATED WITH COR PRIOR TO ORDERING. COLOR TO BE INDICATED ON SHOP ENCLOSURE COLOR TO BE COORDINATED WITH COR PRIOR TO ORDERING. COLOR TO BE INDICATED ON SHOP DRAWINGS. DOORS TO BE REMOVABLE. DOOR STRUTS TO BE INCLUDED/ 9. COORDINATE BACKFLOW PREVENTER AIR GAP DISCHARGE TO EXISTING DRYWELL. COORDINATE BACKFLOW PREVENTER AIR GAP DISCHARGE TO EXISTING DRYWELL.

AutoCAD SHX Text EXISTING 4" DUCTILE IRON PIPE FROM WATER METER 4" PAINTED SCH 40 STEEL DOGLEG PIPE W/ VICTAULIC AND FLANGED END. LENGTH REQUIRED TO MEET MINIMUM PIPE DEPTHS SHOWN. 4" PAINTED STEEL SCH 40 PIPE WITH VICTAULIC COUPLINGS 4" X 3" PAINTED STEEL ECCENTRIC REDUCER 3" ISOLATION BUTTERFLY VALVE (2 TOTAL) 3" REDUCED PRESSURE ASSEMBLY BACKFLOW PREVENTER W/ VALVE SETTER AND AIR GAP DRAIN 3" PAINTED STEEL SCH 40 PIPE 3" METRAFLEX METRASPHERE STYLE R EXPANSION JOINT 7.5HP MAIN BOOSTER PUMP AND MOTOR 20-200 GPM DESIGN FLOW 60 PSI INLET, 30 PSI BOOST PRESSURE 75 PSI DISCHARGE PRESSURE 208 VAC, THREE PHASE POWER VFD CONTROLLED 4" X 3" STEEL CONCENTRIC REDUCER WAFER TYPE CHECK VALVE SIZED TO MATCH PIPE 4" ISOLATION BUTTERFLY VALVE (1 TOTAL) PRESSURE TRANSDUCER PRESSURE GAUGE 2.5" 150 PSI LIQUID FILLED FLOW SENSOR INLINE PADDLE ELECTRICAL STARTER, TIMERS, AND CONTROL CABINET (AIR-CONDITIONED). VARIABLE FREQUENCY DRIVE (REGENERATIVE TYPE) CONVERTS 460 VAC SINGLE PHASE TO 460 VAC THREE PHASE. VFD TO BE COOLED VIA AIR CONDITIONER. PIPE SUPPORTS (AS REQUIRED TO SUPPORT ALL VALVES AND PIPE SECTIONS) THERMOSTATICALLY CONTROLLED EXHAUST FAN PAINTED ALUMINUM ENCLOSURE - SEE CONSTRUCTION NOTES INTERNAL SEPARATION WALL 8" THICK CONCRETE PAD W/#5 REBAR 12" OC EACH DIRECTION, EXTEND PAD 6" IN ALL DIMENSIONS FROM ENCLOSURE. SLOPE CONCRETE AWAY FROM ENCLOSURE AT A 2% SLOPE. EXISTING DUCTILE IRON 4" MJ X FL FITTING 4" PVC MAINLINE PIPE, USE JOINT RESTRAINT. 3-INCH PAINTED STEEL PIPE LOCKING ENCLOSURE HATCH 8" DEPTH 3/4-INCH WASHED ROCK OVER 95% SPD COMPACTED SUBGRADE

AutoCAD SHX Text

FLOW

FLOW