S02_Attachment-4_Plans_942CM3001_Part 2.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

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A

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

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

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

PLAN VIEW

SECTION A-A END VIEW

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ITEM DESCRIPTION

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DESCRIPTION

LEGEND

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C-504

CAP MJL

SITE DETAILS 2 OF 2

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

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

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

DISTURBED AREA STABILIZATION (WITH MULCH ONLY)Ds1

DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING)

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CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

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CROSS SECTION

PROFILE VIEW

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SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1-Ns

SECTION B-B

PLAN

RIPRAP OUTLET PROTECTIONSt

CURB INLET FILTER "PIGS IN BLANKET"Sd2-P

PIPE OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL

PIPE OUTLET TO WELL DEFINED CHANNEL

C-505

CAP MJL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

5/22/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 54

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JSBV

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

National Cemetery Administration

Design and Construction

Service

LI101

IRRIGATION PLAN

AutoCAD SHX Text V-21

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13.75-GPM

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35.43-GPM

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42.31-GPM

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41.6-GPM

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28.6-GPM

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25.25-GPM

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22.2-GPM

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34.72-GPM

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20.8-GPM

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55.5-GPM

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49.4-GPM

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26-GPM

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13.0-GPM

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66.6-GPM

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5.75-GPM

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26-GPM

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31.63-GPM

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26.0-GPM

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32.08-GPM

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66-GPM

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66-GPM

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IRRIGATION LEGEND

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

AutoCAD SHX Text #2.5 37' 2.6 45 0.84 37' 2.6 45 0.84 2.6 45 0.84 45 0.84 0.84 #2.5 37' 2.6 45 0.42 37' 2.6 45 0.42 2.6 45 0.42 45 0.42 0.42 #2.5 37' 2.6 45 0.2137' 2.6 45 0.212.6 45 0.2145 0.210.21

AutoCAD SHX Text 4" CLASS 200 O-RING AND GASKET PVC IRRIGATION MAIN LINE TO BE INSTALLED FOR PHASES 1 & 2. 24" DEPTH OF BURY. ALL JOINTS AT CHANGES IN DIRECTION SHALL HAVE DUCTILE IRON FITTINGS AS INDICATED IN THE SPECIFICATIONS. ALL JOINTS IN STRAIGHT RUNS OF PIPE UPSTREAM OR DOWNSTREAM OF A CHANGE IN DIRECTION SHALL BE RESTRAINED WITH PIPE RESTRAINTS PER CHART IN DETAIL B1/LI503. ALL OTHER JOINTS IN STRAIGHT RUNS OF PIPE SHALL BE AS INDICATED IN THE SPECIFICATIONS. REF. DETAIL F8/LI502.

AutoCAD SHX Text LATERAL PIPING: LATERALS 2" AND SMALLER SHALL BE SCH. 40, BELL END, SOLVENT WELD PVC. LATERALS 2 " AND LARGER SHALL BE CLASS 200, BELL END, SOLVENT 12" AND LARGER SHALL BE CLASS 200, BELL END, SOLVENT WELD PVC. 24" DEPTH OF BURY.

AutoCAD SHX Text ROTOR SPRINKLER ASSEMBLIES, 6" POP-UP WITH STAINLESS STEEL RISER AND NOZZLES AS FOLLOWS (INSTALL PER DETAIL C3/LI502). SEE SPECIFICATIONS.

AutoCAD SHX Text 10.5' X 20' PUMP HOUSE (HEATED AND VENTILATED - SEE ARCHITECTURE SHEETS) TO CONTAIN BOOSTER PUMP AND CONTROLS, 2-WIRE CONTROLLER, AND BACKFLOW PREVENTER. PUMP SHALL BE SKID-MOUNTED, VFD CONTROLLED, BOOSTER PUMP STATION WITH THREE (3) VERTICAL, MULTI-STAGE 3 HP CENTRIFUGAL PUMPS EACH CAPABLE OF PROVIDING 50 GPM AT 100 PSI. REFER TO DETAIL F3/LI503 & SPECIFICATIONS.

AutoCAD SHX Text DUAL MASTER VALVE (NORMALLY OPEN) AND FLOW SENSOR ASSEMBLY PER DETAIL B8/LI503, SEE SPECIFICATIONS.

AutoCAD SHX Text FLOWER WATER STATION INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, AND HYDRANT. INSTALL PER DETAILS F4/LI501 AND F8/LI501.

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

AutoCAD SHX Text PRESSURE COMPENSATING BUBBLER ASSEMBLIES. SEE SPECIFICATIONS. INSTALL PER DETAIL D8/LI502 AS FOLLOWS:

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MODEL NO. GPM PSIGPM PSIPSI

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

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

AutoCAD SHX Text IRRIGATION 2-WIRE CABLE SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC, AutoCAD SHX Text AIR RELEASE VALVE ASSEMBLY, SIZE 1". INSTALL PER DETAIL D4/LI501, SEE SPECIFICATIONS.

AutoCAD SHX Text FLOWER WATER STATION CONNECTION: 1" SCH. 40 SOLVENT WELD PVC TO FLOWER WATER STATION (SEE DETAILS F4, D6 & D8/LI501).

AutoCAD SHX Text TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 .25 (1 @ 0.25 GPM PER SHRUB) 30 30 TYPE 2 1.5 (3 @ 0.5 GPM PER TREE 30 1.5 (3 @ 0.5 GPM PER TREE 30 30 - LOCATE IN TRIANGULAR PATTERN - LOCATE IN TRIANGULAR PATTERN AT DRIP LINE OF EXISTING TREE - PER DETAIL B5/LI502.) AT DRIP LINE OF EXISTING TREE - PER DETAIL B5/LI502.)

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

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

AutoCAD SHX Text #10-Q 10' 0.45 30 1.72 10' 0.45 30 1.72 0.45 30 1.72 30 1.72 1.72 #10-H 10' 0.89 30 1.72 10' 0.89 30 1.72 0.89 30 1.72 30 1.72 1.72 #10-TQ 10' 1.34 30 1.72 10' 1.34 30 1.72 1.34 30 1.72 30 1.72 1.72 #10-F 10' 1.78 30 1.7210' 1.78 30 1.721.78 30 1.7230 1.721.72

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AutoCAD SHX Text WALL-MOUNTED 2-WIRE, DECODER CONTROLLER PER DETAIL F5/LI502. INSTALL CONTROLLER IN PUMP HOUSE WITH SURGE PROTECTION. PROVIDE GROUNDING PER MANUFACTURER'S SPECIFICATIONS AND DETAIL F6/LI503. CONTRACTOR SHALL TEST GROUNDING AND PROVIDE RESULTS IN WRITING TO OWNER.

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QUICK COUPLING VALVE ASSEMBLY, REFER TO DETAIL F3/LI502.

AutoCAD SHX Text #10 55' 11.1 70 1.42 55' 11.1 70 1.42 11.1 70 1.42 70 1.42 1.42 #10 55' 11.1 70 0.71 55' 11.1 70 0.71 11.1 70 0.71 70 0.71 0.71 #10 55' 11.1 70 0.36 55' 11.1 70 0.36 11.1 70 0.36 70 0.36 0.36 #14 63' 22.0 70 1.32 63' 22.0 70 1.32 22.0 70 1.32 70 1.32 1.32 #14 63' 22.0 70 0.66 63' 22.0 70 0.66 22.0 70 0.66 70 0.66 0.66 #14 63' 22.0 70 0.3363' 22.0 70 0.3322.0 70 0.3370 0.330.33

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

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

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 1.18 30 1.58 30 1.58 1.58 #12-TQ 12' 1.77 30 1.58 12' 1.77 30 1.58 1.77 30 1.58 30 1.58 1.58 #12-F 12' 2.37 30 1.5812' 2.37 30 1.582.37 30 1.5830 1.581.58

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

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1. IRRIGATION SYSTEM POINT OF CONNECTION. CONNECT 4" MAINLINE TO PUMP DISCHARGE IRRIGATION SYSTEM POINT OF CONNECTION. CONNECT 4" MAINLINE TO PUMP DISCHARGE LINE.

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VALVE ID KEY

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VALVE ID NUMBER

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25.5-GPM

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VALVE SIZE

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VALVE GALLONS PER MINUTE

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IRRIGATION KEY NOTES

AutoCAD SHX Text A. WHERE SLEEVING IS SHOWN ON THE PLAN, INSTALLATION SHALL BE COORDINATED WITH WHERE SLEEVING IS SHOWN ON THE PLAN, INSTALLATION SHALL BE COORDINATED WITH ALL TRADES TO ENSURE THAT PIPE AND SLEEVES ARE INSTALLED AT PROPER DEPTHS AND PRIOR TO INSTALLATION OF CURB AND GUTTER, ASPHALT PAVEMENT, SIDEWALKS, CONCRETE PADS, ETC. 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, PUMPS, BACKFLOW PREVENTERS, VALVES, ETC. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. E. ALL VALVE BOXES IN TURF OR SEED AREAS SHALL BE GREEN WITH GREEN BOLT-DOWN ALL VALVE BOXES IN TURF OR SEED AREAS SHALL BE GREEN WITH GREEN BOLT-DOWN LIDS. VALVE BOXES IN MULCH AREAS SHALL BE TAN WITH TAN BOLT-DOWN LIDS, SEE , SEE SPECIFICATIONS. F. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 100 PSI AT IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 100 PSI AT 100 PSI AT 0 PSI AT THE POINT OF CONNECTION. CONTRACTOR SHALL VERIFY ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 100 PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM 100 PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM 0 PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY. G. AIR RELEASE VALVE LOCATIONS ARE SHOWN SCHEMATICALLY ON THE PLAN AT HIGH AIR RELEASE VALVE LOCATIONS ARE SHOWN SCHEMATICALLY ON THE PLAN AT HIGH POINTS IN ELEVATION. CONTRACTOR SHALL SURVEY FINAL LOCATIONS OF ALL AIR RELEASE VALVES PRIOR TO INSTALLATION TO ENSURE THAT THEY ARE LOCATED AT ACTUAL HIGH POINTS. H. ALL IRRIGATION LATERAL LINES AND HEADS IN BURIAL AREAS WITH IRRIGATION AISLES ALL IRRIGATION LATERAL LINES AND HEADS IN BURIAL AREAS WITH IRRIGATION AISLES SHALL BE INSTALLED PER DETAIL C1/LI502.

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IRRIGATION NOTES

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SCALE: 1"=30'-0"

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IRRIGATION PLAN

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NORTH

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

5/22/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 54

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JSBV

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

National Cemetery Administration

Design and Construction

Service

TRASH

FLOWERVASES

TRASHFLOWERVASES

IRRIGATION DETAILS 1

LI501

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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5/8" O.D. STEEL ROD

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3/8"X1" STEEL BARS

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1/4"X2 1/2" SOLID STEEL BAR

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FINISH GRADE

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1/4"X2 1/2" SOLID STEEL BAR

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SPUN STEEL LID

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BOLT TO SLAB

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TRASH RECEPTACLE

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(4) DECALS, EVENLY SPACED

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AROUND BAND - REFER TO

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SPECIFICATIONS FOR FONT, TEXT

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SIZE, COLOR & COPY.

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5/8" O.D. STEEL ROD

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3/8" X 1" STEEL BARS

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1/4" X 2-1/2" SOLID STEEL BAR

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FINISH GRADE

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1/4" X 2-1/2" SOLID STEEL BAR

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HINGED LID- SEE PLAN VIEW

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%%UHINGED LID

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FLORAL REGULATIONS TEXT, AS APPROVED BY CEMETERY DIRECTOR, SEE DETAIL F1/LI502.

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BOLT TO SLAB

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HANDLE

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FLOWER VASE HOLDER

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HINGE

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(4) DECALS, EVENLY SPACED AROUND BAND - REFER TO SPECIFICATIONS FOR FONT, TEXT SIZE, COLOR AND MATERIAL

AutoCAD SHX Text FLORAL REGULATIONS 1. Floral arrangements accompanying the casket or urn at the time of burial will be placed on the completed grave. Natural cut flowers may be placed on graves at any time of the year. They will be removed when they become unsightly or when it becomes necessary to facilitate cemetery operations such as mowing. 2. Artificial flowers will be permitted on graves during the period from November 1 through February 28. 3. Christmas wreaths, grave blankets and other seasonal adornments may be placed on graves from December 1 through January 20. 4. Permanent plantings, statures vigil lights, breakable objects and similar items are not permitted on the graves. The Department of Veterans Affairs does not permit adornments that are considered offensive, inconsistent with the dignity of the cemetary, or hazardous to cemetery personnel. For example, items incorporating beads or wires may become entangled in mowers or other equipment and cause injury.

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FLORAL REGULATIONS

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NTS

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FLOWER WATER SPIGOT SHUT-OFF VALVE

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1. 1" BRASS CURB STOP VALVE - SEE SPECIFICATIONS. 1" BRASS CURB STOP VALVE - SEE SPECIFICATIONS. 2. 1" SCH 80 PVC TOE NIPPLE. 1" SCH 80 PVC TOE NIPPLE. 3. 1" X " PVC TT BUSHING. 1" X " PVC TT BUSHING. 34" PVC TT BUSHING. 4. 1" SW COUPLING. 1" SW COUPLING. 5. " TYPE K COPPER LINE. 34" TYPE K COPPER LINE. TYPE K COPPER LINE. 6. " SWEAT X NPT ADAPTER. 34" SWEAT X NPT ADAPTER. 7. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX. 8. " WASHED GRAVEL. 34" WASHED GRAVEL. 9. 13"X24"X24" POLYMER CONCRETE VALVE BOX w/ POLYMER CONCRETE LID - SEE 13"X24"X24" POLYMER CONCRETE VALVE BOX w/ POLYMER CONCRETE LID - SEE SPECIFICATIONS. 10. FINISH GRADE. FINISH GRADE. 11. FILTER FABRIC - SEE SPECIFICATIONS. FILTER FABRIC - SEE SPECIFICATIONS. 12. " PRESSURE REDUCING VALVE - SEE SPECIFICATIONS. 34" PRESSURE REDUCING VALVE - SEE SPECIFICATIONS. 13. 1" SCH 40 PVC SUPPLY LINE. 1" SCH 40 PVC SUPPLY LINE. 14. CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "FWS".CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "FWS".

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NTS

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MANUAL ISOLATION VALVE

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1. 4" IRON BODY GATE VALVE WITH 2" 4" IRON BODY GATE VALVE WITH 2" OPERATING NUT - SEE SPECIFICATIONS. 2. IRRIGATION MAIN LINE IRRIGATION MAIN LINE 3. FINISH GRADE FINISH GRADE 4. JOINT RESTRAINTS, INSTALL PER JOINT RESTRAINTS, INSTALL PER MANUFACTURER'S INSTRUCTIONS - SEE SPECIFICATIONS. 5. 18"L x 18"W x 6"D 95% MODIFIED 18"L x 18"W x 6"D 95% MODIFIED PROCTOR COMPACTED AGGREGATE BASE COURSE. 6. STEEL VALVE BOX WITH 7 " STEEL LID STEEL VALVE BOX WITH 7 " STEEL LID 38" STEEL LID- SEE SPECIFICATIONS. 7. ADJUSTABLE SCREW TYPE 5 " VALVE 14" VALVEBOX EXTENSION - SEE SPECIFICATIONS.

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SCALE: N.T.S.

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REMOTE CONTROL VALVE ASSEMBLY RCV W/ DECODER

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1. DUCTILE IRON JOINT RESTRAINT. DUCTILE IRON JOINT RESTRAINT. 2. 4"X8"X16" SOLID CMU BLOCK CONTINUOUS ALL 4"X8"X16" SOLID CMU BLOCK CONTINUOUS ALL SIDES. 3. SCH. 80 PVC NIPPLE, FROM SERVICE TEE TO SCH. 80 PVC NIPPLE, FROM SERVICE TEE TO MANIFOLD - SEE DETAIL F8/LI503. LENGTH AS REQUIRED. 4. BRASS FULL-PORT BALL VALVE. BRASS FULL-PORT BALL VALVE. 5. SCH. 80 PVC UNION. SCH. 80 PVC UNION. 6. SCH. 80 PVC NIPPLE - 3" LENGTH. SCH. 80 PVC NIPPLE - 3" LENGTH. 7. REMOTE CONTROL VALVE WITH PRESSURE REMOTE CONTROL VALVE WITH PRESSURE REGULATING MODULE. 8. " WASHED GRAVEL, 8" DEPTH. 34" WASHED GRAVEL, 8" DEPTH. 9. LATERAL PIPING (SEE LEGEND). LATERAL PIPING (SEE LEGEND). 10. WATERPROOF WIRE CONNECTOR, (REFERENCE WATERPROOF WIRE CONNECTOR, (REFERENCE DETAIL D1/LI502 & SPECIFICATIONS). 11. 36" WIRE EXPANSION LOOPS. 36" WIRE EXPANSION LOOPS. 12. 17"X30" VALVE BOX WITH TEE COVER. 17"X30" VALVE BOX WITH TEE COVER. 13. FINISH GRADE. FINISH GRADE. 14. DECODER WITH SURGE PROTECTION AND DECODER WITH SURGE PROTECTION AND GROUNDING PER DETAIL F5/LI503. 15. FILTER FABRIC - SEE SPECIFICATIONS. FILTER FABRIC - SEE SPECIFICATIONS. 16. HOT BRAND OR CONICAL BIT ROUTER LID WITH HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS AND NUMBERS IDENTIFYING VALVE STATION NUMBER I.E.: "V-12" (REFERENCE IRRIGATION PLANS FOR VALVE NUMBERS). 17. ATTACH VALVE ID TAG TO VALVE STEM WITH ATTACH VALVE ID TAG TO VALVE STEM WITH NYLON CABLE TIE (REFERENCE DETAIL B8/LI502). 18. SCH. 80 PVC SERVICE TEE FROM MANIFOLD - SCH. 80 PVC SERVICE TEE FROM MANIFOLD - SEE DETAIL F8/LI503. 19. DUCTILE IRON GASKETED LATERAL SWIVEL TEE DUCTILE IRON GASKETED LATERAL SWIVEL TEE WITH 2" OUTLET SHOWN FOR SINGLE VALVE. 20. DECODER CABLE IN 1/2" PVC CONDUIT WITH DECODER CABLE IN 1/2" PVC CONDUIT WITH SWEEP ELL. 21. SCH 80 PVC 45° ELBOW.22. 1/2" SQUARE GALVANIZED STEEL MESH. 23. 2" DUCTILE IRON ANGLE VALVE CONNECTION SYSTEM INCLUDES: RISER, CROSS HANDLE GLOBE VALVE, GASKETED OUTLET WITH RESTRAINT. 24. SCH. 80 PVC MALE ADAPTER. 25. SCH. 80 PVC ELL TO MANIFOLD - SEE DETAIL F8/LI503.

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AIR VACUUM RELIEF VALVE ASSEMBLY

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1. FINISH GRADE. FINISH GRADE. 2. 13"X24"X24" POLYMER CONCRETE VALVE BOX WITH POLYMER CONCRETE LID (SEE 13"X24"X24" POLYMER CONCRETE VALVE BOX WITH POLYMER CONCRETE LID (SEE SPECIFICATIONS) 3. AIR RELEASE VALVE (SEE SPECIFICATIONS). AIR RELEASE VALVE (SEE SPECIFICATIONS). 4. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). SCH 80 PVC NIPPLE (LENGTH AS REQUIRED). 5. BRONZE GATE VALVE WITH HANDWHEEL (SEE SPECIFICATIONS). BRONZE GATE VALVE WITH HANDWHEEL (SEE SPECIFICATIONS). 6. DI IRRIGATION MAINLINE TEE. DI IRRIGATION MAINLINE TEE. 7. CLASS 200 IRRIGATION MAINLINE - SEE PLAN LEGEND FOR SIZE. CLASS 200 IRRIGATION MAINLINE - SEE PLAN LEGEND FOR SIZE. 8. 8"X8"X16" SOLID CMU BLOCK. 8"X8"X16" SOLID CMU BLOCK. 9. " WASHED GRAVEL. 34" WASHED GRAVEL. 10. CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "ARV". CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "ARV". 11. FILTER FABRIC - SEE SPECIFICATIONS. FILTER FABRIC - SEE SPECIFICATIONS. 12. JOINT RESTRAINTS - SEE SPECIFICATIONSJOINT RESTRAINTS - SEE SPECIFICATIONS

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GENERAL NOTES

AutoCAD SHX Text A. INSTALL AN 8"X8"X16" SOLID CMU BLOCK AT EACH CORNER OF VALVE BOX INSTALL AN 8"X8"X16" SOLID CMU BLOCK AT EACH CORNER OF VALVE BOX B. WASHED ROCK SHALL BE INSTALLED FLUSH WITH BOTTOM OF GATE VALVE WASHED ROCK SHALL BE INSTALLED FLUSH WITH BOTTOM OF GATE VALVE C. 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX

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SCALE: 3/4" = 1'-0"

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FLOWER WATER STATION ELEVATION

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1. 4" THICK, 4,000 PSI CONCRETE SLAB 4" THICK, 4,000 PSI CONCRETE SLAB w/ TOOLED EDGE & MEDIUM BROOM FINISH, REFER TO DETAIL C5/C503 FOR REINFORCEMENT. 2. FLOWER VASE HOLDER, SEE DETAIL FLOWER VASE HOLDER, SEE DETAIL A6/LI501. 3. TRASH RECEPTACLE, SEE DETAIL TRASH RECEPTACLE, SEE DETAIL B2/LI501. 4. FLOWER WATER SPIGOT ASSEMBLY, REF. FLOWER WATER SPIGOT ASSEMBLY, REF. DETAIL F4/LI501. 5. AUTOMATIC DRAIN - REF. DETAIL AUTOMATIC DRAIN - REF. DETAIL F4/LI501. 6. 20" x 42" - " WASHED GRAVEL 20" x 42" - 34" WASHED GRAVEL SUMP LINED w/ FILTER FABRIC - SEE SPECIFICATIONS. 7. SELF-CLOSING WATER SPIGOT - SEE SELF-CLOSING WATER SPIGOT - SEE SPECIFICATIONS. 8. 'DO NOT DRINK' SIGN, REF. - DETAIL 'DO NOT DRINK' SIGN, REF. - DETAIL D6/LI503.

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KEYED NOTES

AutoCAD SHX Text A. SLAB SHALL HAVE " PER SLAB SHALL HAVE " PER 14" PER FOOT CROSS SLOPE. B. CONCRETE COLOR SHALL BE CONCRETE COLOR SHALL BE PLAIN GRAY - SUBMIT SAMPLE TO LANDSAPE ARCHITECT.

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SELF-CLOSING FAUCET, REF. SPECIFICATIONS.

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1" CHAMFERED EDGE AT TOP OF POST, TYP.

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(4) #3 REBAR CONT., EQUALLY SPACED

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1/8" THICK ALUMINUM PLATE "DO NOT DRINK" SIGN PANEL, REF. DETAIL C3/LI503.

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5000 PSI ARCHITECTURAL PRECAST CONCRETE POST - SEE SPECIFICATIONS

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POST PLAN VIEW

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REFER TO SPECIFICATIONS

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SELF CLOSING FAUCET

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STAINLESS STEEL TAMPER-PROOF SCREWS 1/4" X 2", TWO PER SIGN

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34" BRASS NIPPLE, LENGTH AS REQ'D.

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4,000 PSI CONC. SLAB REF. - DETAIL C3/C-503.

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FLOWER WATER STATION SPIGOT ASSSEMBLY

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FILTER FABRIC, TYP. - SEE SPECIFICATIONS

12" BRASS NIPPLE, BRASS NIPPLE, LENGTH AS REQ'D.

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12" X " FIP THREADED 34" FIP THREADED BRASS REDUCING ELBOW,

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BURIAL PLOTS

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ROAD

AutoCAD SHX Text AUTOMATIC DRAIN VALVE, 1 " INLET, " MALE HOSE DRAIN, 12" INLET, " MALE HOSE DRAIN, 34" MALE HOSE DRAIN, REF. - SPECIFICATIONS.

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1" SCH 40 PVC FLOWER WATER STATION SUPPLY LINE.

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FLOWER WATER SPIGOT SHUT-OFF VALVE ASSEMBLY. SEE DETAIL D6/LI501.

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34" TYPE K COPPER PIPE

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GENERAL NOTES

AutoCAD SHX Text A. PIPE RISER AND ELBOW TO BE RECESSED INTO PIPE RISER AND ELBOW TO BE RECESSED INTO 1 " WIDE X 2" DEPTH NOTCH CAST INTO 12" WIDE X 2" DEPTH NOTCH CAST INTO POST. B. SUBMIT SHOP DRAWINGS & SAMPLE FOR SUBMIT SHOP DRAWINGS & SAMPLE FOR APPROVAL PRIOR TO FABRICATING POSTS - SEE SPECIFICATIONS.

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1 "W x 2"D 12"W x 2"D x 2"D PIPE RECESS NOTCH CONT. TO BOTTOM OF POST, NOTCH SHALL HAVE " 14" CHAMFER ON ALL EDGES.

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5000 PSI ARCHITECTURAL PRECAST CONCRETE POST - SEE SPECIFICATIONS

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1 " HOLE CAST THROUGH 12" HOLE CAST THROUGHPOST

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1/8" THICK ALUMINUM PLATE "DO NOT DRINK" SIGN PANEL, REF. DETAIL D6/LI503.

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REF. DETAILS C3/LI503 & D6/LI503 FOR SIGN PANELS.

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EXPANSION JOINT REF. - DETAIL F1/C-503.

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14" CHAMFER ON ALL EDGES CHAMFER ON ALL EDGES OF PIPE RECESS NOTCH

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38" REVEAL, (3) SIDES.

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FLOWER WATER STATION GROUP PLAN

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1. 4" THICK, 4,000 PSI, PLAIN GRAY 4" THICK, 4,000 PSI, PLAIN GRAY CONCRETE SLAB WITH TOOLED EDGE AND MEDIUM BROOM FINISH - REF. CIVIL DETAIL C5/C-503 FOR REINFORCEMENT & SUBGRADE. 2. FLOWER VASE RECEPTACLE - SEE FLOWER VASE RECEPTACLE - SEE DETAIL A6/LI501. 3. 24" " WASHED GRAVEL SUMP - 24" 34" WASHED GRAVEL SUMP - SEE DETAIL F4/LI501. 4. FLOWER WATER STATION SPIGOT FLOWER WATER STATION SPIGOT ASSEMBLY - SEE DETAIL F4/LI501. 5. TRASH RECEPTACLE - SEE DETAIL TRASH RECEPTACLE - SEE DETAIL B2/LI501. 6. " TYPE K COPPER LINE. 34" TYPE K COPPER LINE. 7. 1" SCH 40 PVC SUPPLY LINE. 1" SCH 40 PVC SUPPLY LINE. 8. FLOWER WATER SPIGOT SHUT-OFF FLOWER WATER SPIGOT SHUT-OFF VALVE & PRV, SEE DETAIL D6/LI501. 9. CONTRACTION JOINT, REF. CONTRACTION JOINT, REF. E3/C-503. 10. EXPANSION JOINT, REF. F1/C-503. EXPANSION JOINT, REF. F1/C-503.

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SLOPE 1/4"

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PER FOOT

BACK OF CURB/EDGE OF WALK (REF. LI101)

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

5/22/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 54

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JSBV

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

National Cemetery Administration

Design and Construction

Service

IRRIGATION DETAILS 2

LI502

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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MAINLINE PIPE TRENCH

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1. FINISH GRADE. FINISH GRADE. 2. FINAL BACKFILL, PLACE AND TAMP IN 6" LIFTS. FINAL BACKFILL, PLACE AND TAMP IN 6" LIFTS. 3. DETECTABLE WARNING TAPE, 12" OF COVER, DETECTABLE WARNING TAPE, 12" OF COVER, DIRECTLY OVER PIPE. 4. 4" CLASS 200 PVC MAINLINE, PER IRRIGATION 4" CLASS 200 PVC MAINLINE, PER IRRIGATION LEGEND. 5. DECODER CABLE IN CONDUIT, INSTALL AT BOTTOM OF DECODER CABLE IN CONDUIT, INSTALL AT BOTTOM OF TRENCH ON OPPOSITE SIDE OF TRACER WIRE - SEE SPECIFICATIONS. 6. FILL WITH CLEAN BEDDING SAND AND TAMP IN LIFTS FILL WITH CLEAN BEDDING SAND AND TAMP IN LIFTS AS INDICATED. 7. TRACER WIRE, INSTALL AT BOTTOM OF MAINLINE TRACER WIRE, INSTALL AT BOTTOM OF MAINLINE TRENCH ON OPPOSITE SIDE OF DECODER CABLE - SEE SPECIFICATIONS.

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AutoCAD SHX Text A. REFER TO IRRIGATION LEGEND FOR COVER REQUIREMENTS OF PIPE. REFER TO IRRIGATION LEGEND FOR COVER REQUIREMENTS OF PIPE. B. PIPE MAY NOT BE INSTALLED AT GREATER OR LESSER DEPTH WITHOUT PRIOR APPROVAL OF COR. PIPE MAY NOT BE INSTALLED AT GREATER OR LESSER DEPTH WITHOUT PRIOR APPROVAL OF COR. C. HAND DIG BEDDING TO ACCOMMODATE BELLS AND FITTINGS. HAND DIG BEDDING TO ACCOMMODATE BELLS AND FITTINGS. D. SNAKE PIPE BACK AND FORTH WITHIN TRENCH. SNAKE PIPE BACK AND FORTH WITHIN TRENCH. E. PIPE IS TO HAVE CONTINUOUS SUPPORT ON BEDDING COURSE. NO BRIDGING ACROSS VOIDS. PIPE IS TO HAVE CONTINUOUS SUPPORT ON BEDDING COURSE. NO BRIDGING ACROSS VOIDS. F. CHANGES IN DIRECTION ARE TO BE ACCOMPLISHED BY USE OF 45 OR SMALLER ANGLE ELBOWS. 90 ELBOWS CHANGES IN DIRECTION ARE TO BE ACCOMPLISHED BY USE OF 45° OR SMALLER ANGLE ELBOWS. 90° ELBOWSARE TO BE USED ONLY WITH PRIOR APPROVAL. G. DECODER CABLE TO BE RUN IN CONDUIT WITHOUT TENSION. LEAVE SLACK LOOPS OF 3 FEET AT SPLICES AND DECODER CABLE TO BE RUN IN CONDUIT WITHOUT TENSION. LEAVE SLACK LOOPS OF 3 FEET AT SPLICES AND AT REMOTE CONTROL VALVES.

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GENERAL NOTES

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SCALE: N.T.S.

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PLASTIC VALVE TAG

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KEYED NOTES

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1. 1/16" THICK RIGID 2-PLY LAMINATE PLASTIC TAG - SEE SPECIFICATIONS FOR 1/16" THICK RIGID 2-PLY LAMINATE PLASTIC TAG - SEE SPECIFICATIONS FOR SOURCE. TAG COLOR SHALL BE YELLOW WITH BLACK LETTERING. 2. 3/16" DIAMETER DRILLED HOLE. 3/16" DIAMETER DRILLED HOLE. 3. HOT-STAMPED BLACK LETTERING.HOT-STAMPED BLACK LETTERING.

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NOTE: ATTACH VALVE TAG TO VALVE STEM WITH NYLON CABLE TIE

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WIRE SPLICES

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AutoCAD SHX Text NOTE: 1. FOR WIRE SIZES #14, #12 AND #10. FOR WIRE SIZES #14, #12 AND #10. 2. REFER TO SPECIFICATIONS FOR REFER TO SPECIFICATIONS FOR SUPPLIER.

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STEP 1

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STEP 2

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STEP 3

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STEP 4

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STEP 5

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TWIST WIRE NUT ONTO WIRE ENDS.

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PUSH WIRE NUT INTO CONNECTOR PAST TABS.

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STRAP TOP TO CONNECTOR.

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STRIP WIRES APPROXIMATELY 1/2" FROM ENDS AND TWIST ENDS TOGETHER.

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TABS

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SWING CLOSED

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FLORAL REGULATIONS DECAL

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AutoCAD SHX Text FLORAL REGUALTIONS 1. Floral arrangements accompanying the casket or urn at the time of burial will be placed on the completed grave. Natural cut flowers may be placed on graves at any time of the year. They will be removed when they become unsightly or when it becomes necessary to facilitate cemetery operations such as mowing. 2. Artificial flowers will be permitted on graves during the period from November 1 through February 28. 3. Christmas wreaths, grave blankets and other seasonal adornments may be placed on graves from December 1 through January 20. 4. Permanent plantings, statures vigil lights, breakable objects and similar items are not permitted on the graves. The Department of Veterans Affairs does not permit adornments that are considered offensive, inconsistent with the dignity of the cemetary, or hazardous to cemetery personnel. For example, items incorporating beads or wires may become entangled in mowers or other equipment and cause injury.

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KEYED NOTES

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1. EDGE OF DECAL. EDGE OF DECAL. 2. LIMITS OF TEXT.LIMITS OF TEXT.

AutoCAD SHX Text NOTES A. REFER TO SPECIFICATIONS FOR DECAL FONT(S), HEIGHT(S), COLOR, COPY. REFER TO SPECIFICATIONS FOR DECAL FONT(S), HEIGHT(S), COLOR, COPY. B. VERIFY EXACT COPY WITH CEMETERY DIRECTOR PRIOR TO ORDERING. VERIFY EXACT COPY WITH CEMETERY DIRECTOR PRIOR TO ORDERING. C. PROVIDE FULL-SIZE PAPER MOCK-UP FOR REVIEW AND APPROVAL BY COR PRIOR TO PROVIDE FULL-SIZE PAPER MOCK-UP FOR REVIEW AND APPROVAL BY COR PRIOR TO FABRICATION.

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1. SPRINKLER BODY, SEE IRRIGATION LEGEND. SPRINKLER BODY, SEE IRRIGATION LEGEND. 2. PRE-FABRICATED SCH 80 PVC SWING JOINT. SIZE SAME AS HEAD INLET SIZE. SEE PRE-FABRICATED SCH 80 PVC SWING JOINT. SIZE SAME AS HEAD INLET SIZE. SEE SPECIFICATIONS. 3. PVC LATERAL PIPE FITTING. PVC LATERAL PIPE FITTING. 4. FINISH GRADE AND/OR TOP OF SOD OR SEEDING BED. SEE PLANTING PLAN. FINISH GRADE AND/OR TOP OF SOD OR SEEDING BED. SEE PLANTING PLAN. 5. LATERAL PIPING. SEE IRRIGATION LEGEND.LATERAL PIPING. SEE IRRIGATION LEGEND.

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POP-UP SPRINKLER ASSEMBLY

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1. FINISH GRADE. FINISH GRADE. 2. 1" QUICK COUPLING VALVE - SEE SPECIFICATIONS. 1" QUICK COUPLING VALVE - SEE SPECIFICATIONS. 3. 10" ROUND ABS PLASTIC VALVE BOX WITH BOLT DOWN LID AND EXTENSIONS AS REQUIRED. 10" ROUND ABS PLASTIC VALVE BOX WITH BOLT DOWN LID AND EXTENSIONS AS REQUIRED. 4. QUICK COUPLER ANCHOR - SEE SPECIFICATIONS. QUICK COUPLER ANCHOR - SEE SPECIFICATIONS. 5. 6" MINIMUM DEPTH OF 3/4" WASHED GRAVEL. 6" MINIMUM DEPTH OF 3/4" WASHED GRAVEL. 6. 8"X8"X16" SOLID CMU BLOCK CONTINUOUS ON ALL SIDES. 8"X8"X16" SOLID CMU BLOCK CONTINUOUS ON ALL SIDES. 7. 1" DIAMETER PVC SCH. 80 NIPPLE, LENGTH AS REQUIRED. 1" DIAMETER PVC SCH. 80 NIPPLE, LENGTH AS REQUIRED. 8. SCH. 40 PVC COUPLING. SCH. 40 PVC COUPLING. 9. 1" PRE-FABRICATED SCH 80 PVC SWING JOINT. LAY LENGTH SHALL BE 12" - SEE 1" PRE-FABRICATED SCH 80 PVC SWING JOINT. LAY LENGTH SHALL BE 12" - SEE SPECIFICATIONS. 10. 1" FNPT OUTLET. 1" FNPT OUTLET. 11. DI TAPPED TEE ON 4" MAIN LINE PIPE. DI TAPPED TEE ON 4" MAIN LINE PIPE. 12. FILTER FABRIC - SEE SPECIFICATIONS. FILTER FABRIC - SEE SPECIFICATIONS. 13. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "QC".HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "QC".

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QUICK COUPLING VALVE ASSEMBLY

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3" MAX - 2" MIN

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GENERAL NOTES

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1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. ASSEMBLY SHALL BE INSTALLED IN TURF. FINAL LOCATION SHALL BE CONFIRMED BY ASSEMBLY SHALL BE INSTALLED IN TURF. FINAL LOCATION SHALL BE CONFIRMED BY COR IN THE FIELD.

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SCALE: 3/4" = 1'-0"

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HEAD LOCATION AT IRRGATION AISLE

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1. IRRIGATION AISLE, REF TO CIVIL PLANS. IRRIGATION AISLE, REF TO CIVIL PLANS. 2. IRRIGATION HEAD & SWING JOINT ASSEMBLY, IRRIGATION HEAD & SWING JOINT ASSEMBLY, REF IRRIGATION PLAN. 3. BURIAL GRID, TYP. BURIAL GRID, TYP. 4. IRRIGATION LATERAL PIPING, REF. IRRIGATION IRRIGATION LATERAL PIPING, REF. IRRIGATION PLAN. 5. HEADSTONE, TYP. HEADSTONE, TYP. GENERAL NOTES: A. BURIAL GRID DIMENSIONS VARY, REFER TO CIVIL BURIAL GRID DIMENSIONS VARY, REFER TO CIVIL PLANS. B. IN LOCATIONS WHERE BACK-TO-BACK HEADS IN LOCATIONS WHERE BACK-TO-BACK HEADS ARE TO BE INSTALLED IN IRRIGATION AISLE, PROVIDE MIN. 4" SEPARATION BETWEEN HEADS. C. IN LOCATIONS WHERE HEADS ARE TO BE IN LOCATIONS WHERE HEADS ARE TO BE INSTALLED ADJACENT TO THE BURIAL GRID, BUT NOT IN AN IRRIGATION AISLE, CONTRACTOR SHALL INSTALL HEAD 18" FROM EDGE OF GRID.

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TYP.

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TYP.

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BUBBLER ASSEMBLY

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1. TOP OF MULCH, SEE PLANTING TOP OF MULCH, SEE PLANTING NOTES FOR DEPTH OF MULCH. 2. PRESSURE COMPENSATING BUBBLER. PRESSURE COMPENSATING BUBBLER. SEE LEGEND. 3. 1/2" SCH 80 PVC THREADED 1/2" SCH 80 PVC THREADED NIPPLE, LENGTH AS REQUIRED. 4. PVC LATERAL PIPING. PVC LATERAL PIPING. 5. PRE-FABRICATED SCH. 80 PVC PRE-FABRICATED SCH. 80 PVC SWING-JOINT. SEE SPECIFICATIONS. 6. " FIPT x MIPT IN-LINE ADJUSTABLE 12" FIPT x MIPT IN-LINE ADJUSTABLE SPRING CHECK VALVE. SEE SPECIFICATIONS. 7. FILTER FABRIC, SEE SPECIFICATIONS.FILTER FABRIC, SEE SPECIFICATIONS.

AutoCAD SHX Text A. BUBBLER SHALL BE LOCATED AS BUBBLER SHALL BE LOCATED AS NOTED ON IRRIGATION PLAN. BUBBLER SHALL BE 6" FROM ROOT BALL OF SHRUB. B. TOP OF BUBBLER TO BE FLUSH TOP OF BUBBLER TO BE FLUSH WITH TOP OF MULCH.

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BUBBLERS TRIANGULATED AROUND

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1. BUBBLER - SEE IRRIGATION LEGEND. 3/TREE, TYP. BUBBLER - SEE IRRIGATION LEGEND. 3/TREE, TYP. 2. 3/4" LATERAL. 3/4" LATERAL. 3. TREE CENTER. TREE CENTER. 4. LATERAL. SEE PLAN. LATERAL. SEE PLAN. 5. ROOTBALL.ROOTBALL.

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TREE DETAIL

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1. AUTOMATIC CONTROLLER (SEE LEGEND). AUTOMATIC CONTROLLER (SEE LEGEND). 2. EYE LEVEL. EYE LEVEL. 3. WALL. WALL. 4. CONDUIT FOR 120 VOLT WIRE. CONDUIT FOR 120 VOLT WIRE. 5. CONDUIT FOR 2-WIRE DECODER CABLE. CONDUIT FOR 2-WIRE DECODER CABLE. 6. CONDUIT FOR GROUND WIRE, REF. DETAIL D5/LI502.CONDUIT FOR GROUND WIRE, REF. DETAIL D5/LI502.

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2-WIRE DECODER IRRIGATION CONTROLLER

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AutoCAD SHX Text A. CONTROLLER SHALL BE MOUNTED SECURELY TO WALL USING CONTROLLER SHALL BE MOUNTED SECURELY TO WALL USING APPROPRIATE FASTENERS FOR WALL TYPE. ALL EXPOSED CONDUIT SHALL BE E.M.T. OR EQUAL AND APPROVED BY LOCAL CODES. ALL CONDUIT CONNECTIONS SHALL BE MADE USING WATERTIGHT CONNECTORS.

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GENERAL NOTE

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MASTER VALVE ASSEMBLY - 4"

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1. SELF RESTRAINED FLANGED X BELL ADAPTER - SELF RESTRAINED FLANGED X BELL ADAPTER - SEE SPECIFICATIONS. 2. FLANGED MASTER VALVE - SEE SPECIFICATIONS. FLANGED MASTER VALVE - SEE SPECIFICATIONS. 3. FINISH GRADE FINISH GRADE 4. 48" DIA. CAST IRON MANHOLE RING AND COVER. 48" DIA. CAST IRON MANHOLE RING AND COVER. 5. 48" DIA. CORRUGATED METAL PIPE. 48" DIA. CORRUGATED METAL PIPE. 6. IRRIGATION MAINLINE. IRRIGATION MAINLINE. 7. 8" X 8" X 16" SOLID CMU BLOCK - CONTINUOUS 8" X 8" X 16" SOLID CMU BLOCK - CONTINUOUS ALL SIDES. 8. FILTER FABRIC - SEE SPECIFICATIONS. FILTER FABRIC - SEE SPECIFICATIONS. 9. WATERPROOF WIRE CONNECTOR - SEE DETAIL WATERPROOF WIRE CONNECTOR - SEE DETAIL D1/LI502. 10. 36" WIRE EXPANSION LOOPS. 36" WIRE EXPANSION LOOPS. 11. DECODER - SEE SPECIFICATIONS. DECODER - SEE SPECIFICATIONS. 12. DECODER CABLE IN " PVC CONDUIT WITH SWEEP DECODER CABLE IN " PVC CONDUIT WITH SWEEP 12" PVC CONDUIT WITH SWEEP ELLS - SEE SPECIFICATIONS. 13. 3/4" WASHED GRAVEL, 6" DEPTH.3/4" WASHED GRAVEL, 6" DEPTH.

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Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

5/22/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 54

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JSBV

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

National Cemetery Administration

Design and Construction

Service

IRRIGATION DETAILS 3

LI503

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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PUMP HOUSE EQUIPMENT LAYOUT DETAIL

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1. PRE-MANUFACTURED CONCRETE PRE-MANUFACTURED CONCRETE PUMP BUILDING. 2. FLOOR LEAVE-OUT. REF B1/A-101 FLOOR LEAVE-OUT. REF B1/A-101 FOR FINISH OUT. 3. 4" DUCTILE IRON 90 ELBOW; INTAKE 4" DUCTILE IRON 90° ELBOW; INTAKECONNECTED TO MUNICIPAL WATER SOURCE. 4. 4" REDUCED PRESSURE BACKFLOW 4" REDUCED PRESSURE BACKFLOW PREVENTER. SEE DETAIL D6/LI503. 5. 14 GAL. VERTICAL STAND PRESSURE 14 GAL. VERTICAL STAND PRESSURE TANK. 6. 4" DUCTILE IRON SPOOL PIECE, 4" DUCTILE IRON SPOOL PIECE, LENGTH AS REQ'D.; DISCHARGE FROM BACKFLOW ASSEMBLY. 7. 3" SCH 40 STAINLESS STEEL 3" SCH 40 STAINLESS STEEL SUCTION HEADER TO PUMPS. 8. (3) VERTICAL MULTISTAGE (3) VERTICAL MULTISTAGE CENTRIFUGAL PUMPS w/ INTEGRATED FREQUENCY CONVERTER MOUNTED ON SKID. 9. 3" SCH 40 STAINLESS STEEL 3" SCH 40 STAINLESS STEEL DISCHARGE HEADER FROM PUMPS. 10. FLOOR DRAIN, REF B1/A-101. 11. WALL MOUNTED IRRIGATION WALL MOUNTED IRRIGATION CONTROLLER. 12. PUMP CONTROL PANEL. PUMP CONTROL PANEL. 13. 4" DUCTILE IRON 90 ELBOW; 4" DUCTILE IRON 90° ELBOW;DISCHARGE CONNECTED TO IRRIGATION MAIN LINE. 14. 4"x3" CONCENTRIC REDUCER/FLEX 4"x3" CONCENTRIC REDUCER/FLEX CONNECTOR. 15. 4" DUCTILE IRON SPOOL PIECE, 4" DUCTILE IRON SPOOL PIECE, LENGTH AS REQ'D.; DISCHARGE TO IRRIGATION MAIN LINE. 16. 4"x4"x2" DUCTILE IRON TEE, WITH 4"x4"x2" DUCTILE IRON TEE, WITH 2"x1" CONCENTRIC REDUCER/FLEX CONNECTOR. PROVIDE COUPLER/REDUCER FOR " NPTF 34" NPTF INLET FOR PRESSURE TANK. 17. LOW VOLTAGE PANEL/EQUIP. REF LOW VOLTAGE PANEL/EQUIP. REF 5/E-101. 18. MAIN ELECTRICAL PANEL. REF. MAIN ELECTRICAL PANEL. REF. 5/E-101.

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AutoCAD SHX Text A. FLOOR LEAVE-OUTS SHOWN FOR INFORMATION ONLY. REFER TO ARCH. SHEETS. FLOOR LEAVE-OUTS SHOWN FOR INFORMATION ONLY. REFER TO ARCH. SHEETS. B. BUILDING SHALL BE INSULATED, HEATED AND VENTED. BUILDING SHALL BE INSULATED, HEATED AND VENTED. C. BUILDING SHALL HAVE 6'-0" MIN. WIDTH LOCKABLE ACCESS DOORS. BUILDING SHALL HAVE 6'-0" MIN. WIDTH LOCKABLE ACCESS DOORS. D. EQUIPMENT SIZING AND LAYOUT BASED ON SINGLE-PHASE POWER AVAILABLE AT EQUIPMENT SIZING AND LAYOUT BASED ON SINGLE-PHASE POWER AVAILABLE AT SITE.

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GENERAL NOTES

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FLOW

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FLOW

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FLOW

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EH-1

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ELEC

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LOW VOLT

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SCALE: 3" = 1'-0"

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FWS SIGN PANEL (DO NOT DRINK)

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1. " THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH. 18" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH. 2. " DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) " x 2" 14" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) " x 2" 38" x 2"S.S. TAMPER-PROOF SCREWS AND EXPANSION SHIELD. 3. COPY SHALL BE " HEIGHT, SEE SPECIFICATIONS FOR FONT.COPY SHALL BE " HEIGHT, SEE SPECIFICATIONS FOR FONT.34" HEIGHT, SEE SPECIFICATIONS FOR FONT. HEIGHT, SEE SPECIFICATIONS FOR FONT.

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AutoCAD SHX Text A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

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DO NOT DRINK

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SCALE: 3" = 1'-0"

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FWS SIGN PANEL (DO NOT DRINK)

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1. " THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH. 18" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH. 2. " DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) " x 2" 14" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) " x 2" 38" x 2"S.S. TAMPER-PROOF SCREWS AND EXPANSION SHIELD. 3. SEE SPECIFICATION SECTION 10 14 00 FOR SYMBOL & COPY FONT.SEE SPECIFICATION SECTION 10 14 00 FOR SYMBOL & COPY FONT.

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AutoCAD SHX Text A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

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DO NOT DRINK

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VALVE BOX LAYOUT DETAIL

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1. REMOTE CONTROL VALVE ASSEMBLY SEE DETAIL F1/LI501 REMOTE CONTROL VALVE ASSEMBLY SEE DETAIL F1/LI501 2. SCH 80 PVC SOLVENT WELD ELL SCH 80 PVC SOLVENT WELD ELL 3. SCH 80 PVC SOLVENT WELD SERVICE TEE SCH 80 PVC SOLVENT WELD SERVICE TEE 4. PVC MAINLINE PIPE PVC MAINLINE PIPE 5. 17"X30" VALVE BOX WITH TEE COVER 17"X30" VALVE BOX WITH TEE COVER 6. 2" SCH 80 PVC PIPE (LENGTH AS REQUIRED) 2" SCH 80 PVC PIPE (LENGTH AS REQUIRED) 7. DUCTILE IRON ISOLATION ANGLE VALVE ON DUCTILE IRON GASKET LATERAL SWIVEL DUCTILE IRON ISOLATION ANGLE VALVE ON DUCTILE IRON GASKET LATERAL SWIVEL TEE - SEE DETAIL F1/LI501. 8. 2", SCH 80 PVC TOE NIPPLE FROM SERVICE TEE TO VALVE (LENGTH AS REQUIRED). 2", SCH 80 PVC TOE NIPPLE FROM SERVICE TEE TO VALVE (LENGTH AS REQUIRED).

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

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TYP.

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TYP.

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TYP.

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TYP.

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TYP.

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SCALE: N.T.S.

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MASTER VALVE/FLOW SENSOR ASSEMBLY

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4" ISOLATION VALVE, REF. - DETAIL D1/LI501.

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4" MAIN LINE

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2" MAIN

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2" BRASS BODY FLOW SENSOR, REF. - DETAIL D1/LI503.

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2" MAIN

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FLOW

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4" IRON BODY MASTER VALVE, REF. DETAIL D5/LI502.

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4" MAIN TO REMOTE- CONTROL VALVES

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4" ISOLATION VALVE, REF. - DETAIL D1/LI501.

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2" MAIN

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3" BRASS BODY FLOW SENSOR, REF. - DETAIL D1/LI503.

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2" BRASS BODY MASTER VALVE, REF. - DETAIL F1/LI503.

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CONTROLLER & DECODER GROUNDING

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KEYED NOTES

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1. 10" ROUND VALVE BOX WITH DROP-IN, BOLT DOWN COVER 10" ROUND VALVE BOX WITH DROP-IN, BOLT DOWN COVER 2. CALDWELL CONNECTION CALDWELL CONNECTION 3. " DIAMETER WASHED GRAVEL, 4" DEPTH 34" DIAMETER WASHED GRAVEL, 4" DEPTH 4. 8"X8"X16" SOLID CMU BLOCK (2 MINIMUM) 8"X8"X16" SOLID CMU BLOCK (2 MINIMUM) 5. #6-1 AWG BARE COPPER GROUND WIRE FROM CONTROLLER/LINE SURGE #6-1 AWG BARE COPPER GROUND WIRE FROM CONTROLLER/LINE SURGE PROTECTOR - MIN. 10' FROM CONTROLLER/LINE SURGE PROTECTOR. 6. 25' #6-1 AWG BARE COPPER WIRE (NO SHARP BENDS) 25' #6-1 AWG BARE COPPER WIRE (NO SHARP BENDS) 7. COPPER GROUNDING ROD (5/8" X 10') COPPER GROUNDING ROD (5/8" X 10') 8. " x 12" x 18" COPPER PLATE, BURIED 24" TO 48" DEEP. 18" x 12" x 18" COPPER PLATE, BURIED 24" TO 48" DEEP. 9. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL x " DEEP HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL x " DEEP 316" DEEP LETTERS "GND"

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GENERAL NOTES

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1. PROVIDE 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN PROVIDE 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN THE BOX.

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SCALE: N.T.S.

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BACKFLOW PREVENTER

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1. SERVICE LINE FROM WATER METER SERVICE LINE FROM WATER METER 2. FLANGED REPAIR COUPLING FLANGED REPAIR COUPLING 3. 4" DUCTILE IRON FLANGED ELBOW 4" DUCTILE IRON FLANGED ELBOW 4. PUMP HOUSE WALL. PUMP HOUSE WALL. 5. 4" DUCTILE IRON RISER WITH FLANGES, 4" DUCTILE IRON RISER WITH FLANGES, LENGTH AS REQUIRED. 6. 4" DUCTILE IRON SPOOL PIECE, LENGTH AS 4" DUCTILE IRON SPOOL PIECE, LENGTH AS REQUIRED. 7. 4" REDUCED PRESSURE BACKFLOW DEVICE, 4" REDUCED PRESSURE BACKFLOW DEVICE, SEE SPECIFICATIONS. 8. 4" DUCTILE IRON FLANGED SPOOL PIECE, 4" DUCTILE IRON FLANGED SPOOL PIECE, LENGTH AS REQUIRED, TO PUMP SUCTION HEADER. 9. PUMP HOUSE SLAB. PUMP HOUSE SLAB. 10. FLOOR OPENING FOR PIPE PENETRATIONS. FLOOR OPENING FOR PIPE PENETRATIONS. REF. DETAIL B1/A-101 FOR FINISH.

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KEYED NOTES

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FLOW

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1 STEP 2 STEP

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BENDS

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PIPE SIZE

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DEAD END

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REDUCERS

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JOINT RESTRAINT DISTANCE CHART

AutoCAD SHX Text NOTE: JOINT RESTRAINT DISTANCE CHART IS PROVIDED FOR REFERENCE ONLY AND IS FOR THE PRODUCT INDICATED IN THE SPECIFICATIONS. IF ANOTHER PRODUCT IS SELECTED, JOINT RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH THAT PRODUCT MANUFACTURER'S RECOMMENDATIONS FOR THE MINIMUM RESTRAINED LENGTH OF PIPE.

AutoCAD SHX Text REFER TO THE FOLLOWING TABLE THAT LISTS THE MINIMUM…