Attachment 5_Plans_942CM3001_Part3.pdf

V-17 1"

12.25-GPM

V-18 1.5"

35.43-GPM

V-1 1.5"

39.64-GPM

V-6 1"

26.0-GPM

V-5 1"

28.6-GPM

V-9 1"

22.2-GPM

V-12 1.5"

34.72-GPM

V-15 1"

20.8-GPM

V-8 1.5"

55.5-GPM

V-4 1.5"

39.0-GPM

V-7 1"

28.0-GPM

1.5"V-10

66.6-GPM

C

V-11 1"

5.75-GPM

V-2 2"

90.0-GPM

V-20 1.5"

47.21-GPM

V-19 1.5"

39-GPM

V-16 1"

22.68-GPM

V-13 2"

88-GPM

1"

4"

4"

4"

2"

1"

4"

4"

4"

1"

1"

1"

2"

4"

2"

4"

4"

2"

4"

1"

2"

1"

1"

2"

1"

1" 2"

2"

2"

1"

1" 11 2"

2"

1"

2"

2"

4"

1"

2"

3"

4"

1"

1"

4"

4"

4"

1"

4"

4"

2"

4"

1"

4"

4"

4"

1"

4"

4"

1"

4"

4"

2"

2"

2"

4"

1"

4"

1"

4"

4"

4"

4"

4"

4"

4"

1"

4"

4"

4"

4"

1"

1"

4" 1"

4"

4"

4"

1"

4"

1"

1"

4"

4"

1"

4"

4"

1"

4"

4"

4"

1"

1"

2"

4"

4"

1"

4"

4"

1"

4"

1"

4"

1"

4"

2"

2"

4"

2"

4"

4"

1"

4"

V-14 1.5"

66-GPM

2"

2"

2"

2"

2"

2"

2"

2"

3"

1"

2"

1.5"

33.8-GPM

V-3

2"

1"

4"

1"

4"

4"

2"

4"

4"

3" 1"

2"

1"

4"

2"

4"

1"

1"

G

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PLAQ

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GRAVESITE

LOCATOR

KIOSK

BIVO

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F THE DEAD

PLAQUE

PATRIOTIC

SLOGAN

EH-1

IRRIGATION LEGEND

MODEL NO. RADIUS GPM PSI PR

#2.5 37' 2.6 45 0.84 #2.5 37' 2.6 45 0.42 #2.5 37' 2.6 45 0.21

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 DETAIL B1/LI503 AND 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.

LATERAL PIPING: LATERALS 2" AND SMALLER SHALL BE SCH. 40, BELL END, SOLVENT WELD PVC.

LATERALS 2 12" AND LARGER SHALL BE CLASS 200, BELL END, SOLVENT WELD PVC. 24" DEPTH OF

BURY.

ROTOR SPRINKLER ASSEMBLIES, 6" POP-UP WITH STAINLESS STEEL RISER AND NOZZLES AS FOLLOWS

(INSTALL PER DETAIL C3/LI502). SEE SPECIFICATIONS.

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.

DUAL MASTER VALVE (NORMALLY OPEN) AND FLOW SENSOR ASSEMBLY PER DETAIL B8/LI503, SEE

SPECIFICATIONS.

FLOWER WATER STATION INCLUDING TRASH RECEPTACLE, FLOWER VASE HOLDER, AND HYDRANT. INSTALL

PER DETAILS F4/LI501 AND F8/LI501.

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

PRESSURE COMPENSATING BUBBLER ASSEMBLIES. SEE SPECIFICATIONS. INSTALL PER DETAIL D8/LI502

AS FOLLOWS:

MODEL NO. GPM PSI

REMOTE CONTROL VALVE ASSEMBLY, PLASTIC BODY 24-VOLT VALVE WITH TWO-WIRE DECODER AND

PRESSURE REGULATING DEVICE. INSTALL PER DETAIL F1/LI501, SEE SPECIFICATIONS.

MANUAL ISOLATION VALVE ASSEMBLY, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT, SAME SIZE AS LINE.

INSTALL PER DETAIL D1/LI501, SEE SPECIFICATIONS.

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

FLOWER WATER STATION CONNECTION: 1" SCH. 40 SOLVENT WELD PVC TO FLOWER WATER STATION (SEE

DETAILS F4, D6 & D8/LI501).

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30

TYPE 2 1.5 (3 @ 0.5 GPM PER TREE 30

- LOCATE IN TRIANGULAR PATTERN

AT DRIP LINE OF EXISTING TREE - PER DETAIL B5/LI502.)

MODEL NO. RADIUS GPM PSI PR

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

#10-Q 10' 0.45 30 1.72 #10-H 10' 0.89 30 1.72

#10-TQ 10' 1.34 30 1.72

#10-F 10' 1.78 30 1.72

C 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.

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

#10 55' 11.1 70 1.42 #10 55' 11.1 70 0.71 #10 55' 11.1 70 0.36

#14 63' 22.0 70 1.32 #14 63' 22.0 70 0.66 #14 63' 22.0 70 0.33

MODEL NO. RADIUS GPM PSI PR

ROTOR SPRINKLER ASSEMBLIES, 5" POP-UP WITH STAINLESS STEEL RISER AND NOZZLES AS FOLLOWS

(INSTALL PER DETAIL C3/LI502). SEE SPECIFICATIONS.

#12-Q 12' 0.59 30 1.58 #12-H 12' 1.18 30 1.58

#12-TQ 12' 1.77 30 1.58

#12-F 12' 2.37 30 1.58

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

#15-Q 15' 0.92 30 1.58 #15-H 15' 1.85 30 1.58

#08 49' 9.0 70 1.44 #08 49' 9.0 70 0.72

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

2. UNDERGROUND STORMWATER DETENTION STRUCTURE, SEE CIVIL PLANS.

VALVE ID KEY

VALVE ID NUMBER

V-1 1"

25.5-GPM

VALVE SIZE

VALVE GALLONS PER MINUTE

IRRIGATION KEYED NOTES

A. 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

CONSTRUCT PROPOSED IRRIGATION SYSTEM IN ACCORDANCE WITH PLANS, WRITTEN

SPECIFICATIONS AND DETAILS.

C. 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 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 LIDS.

VALVE BOXES IN MULCH AREAS SHALL BE TAN WITH TAN BOLT-DOWN LIDS, SEE SPECIFICATIONS.

F. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM STATIC PRESSURE OF 40 PSI AT THE POINT OF CONNECTION TO THE CITY WATER SYSTEM. CONTRACTOR SHALL VERIFY ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS

LESS THAN 40 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 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 SHALL BE

INSTALLED PER DETAIL C1/LI502.

I. ALL AREAS DISTURBED DUE TO CONSTRUCTION ACTIVITIES SHALL BE RESTORED; FOR AREAS

REQUIRING SEEDING, THE CONTRACTOR AT THEIR EXPENSE IS RESPONSIBLE FOR PROVIDING

IRRIGATION UNTIL ACCEPTANCE BY THE GOVERNMENT. WATER FOR IRRIGATION WILL BE

PROVIDED BY THE CONTRACTOR AT THEIR OWN EXPENSE.

IRRIGATION NOTES

LI101

IRRIGATION PLAN

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

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

7/22/22

JSBV

AutoCAD SHX Text

WMH

AutoCAD SHX Text W

AutoCAD SHX Text

WMH

AutoCAD SHX Text W

AutoCAD SHX Text

WMH

AutoCAD SHX Text W

AutoCAD SHX Text

SCALE: 1"=30'-0"

AutoCAD SHX Text

IRRIGATION PLAN

AutoCAD SHX Text F1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

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

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

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

7/22/22

28 18"

8"

19"

5/8" O.D. STEEL ROD

3/8"X1" STEEL BARS

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

FINISH GRADE

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

SPUN STEEL LID

BOLT TO SLAB

1/2" = 1'

TRASH RECEPTACLEB2 00 2' 4'

TRASH

(4) DECALS, EVENLY SPACED

AROUND BAND - REFER TO

SPECIFICATIONS FOR FONT, TEXT

SIZE, COLOR & COPY.

NOTE: REFER TO SPECIFICATIONS FOR TRASH RECEPTACLE MANUFACTURER/MODEL.

25"

4"

17"

5/8" O.D. STEEL ROD

3/8" X 1" STEEL BARS

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

FINISH GRADE

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

HINGED LID- SEE PLAN VIEW

HINGED LID

FLORAL REGULATIONS TEXT, AS

APPROVED BY CEMETERY

DIRECTOR, SEE DETAIL F1/LI502.

BOLT TO SLAB

HANDLE

1/2" = 1'

FLOWER VASE HOLDERA6 00 2' 4'

HINGE

(4) DECALS, EVENLY SPACED AROUND

BAND - REFER TO SPECIFICATIONS

FOR FONT, TEXT SIZE, COLOR AND

MATERIAL

FLORAL

REGULATIONS

NOTE: REFER TO SPECIFICATIONS FOR FLOWER VASE RECEPTACLE MANUFACTURER/MODEL.

FLOWERVASES

1. Fresh cut flowers may be placed on graves at any time. Temporary flower containers are available.

2. Floral items will be removed from graves as soon as they become faded or unsightly.

3. Artificial flowers may be placed on graves during the period of October 1 through April 1.

4. Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday, Memorial Day, Veterans Day and Christmas.

5. Christmas wreaths or grave blankets are permitted on graves from December 15 through January 10 and will be removed no later than January 20 of each year. Grave floral blankets may not be larger than two by three feet.

6. During lawn mowing and ground maintenance season, all floral items will be removed from the graves on 1st and 15th of each month, or sooner if necessary.

7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.

8. Floral items and other types of decorations will not be secured to headstones or markers.

NTS

FLOWER WATER SPIGOT SHUT-OFF VALVED6

KEYED NOTES

1. 1" BRASS CURB STOP VALVE - SEE SPECIFICATIONS.

2. 1" SCH 80 PVC TOE NIPPLE.

3. 1" X 3 4" PVC TT BUSHING.

4. 1" SW COUPLING.

5. 3

4" TYPE K COPPER LINE.

6. 3

4" SWEAT X NPT ADAPTER.

7. 8"X8"X16" SOLID CMU BLOCK, ONE PER CORNER, 4 TOTAL PER BOX.

8. 3

4" WASHED GRAVEL, 12" DEPTH.

9. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND EXTENSIONS AS REQUIRED - SEE SPECIFICATIONS.

10. FINISH GRADE.

11. FILTER FABRIC - SEE SPECIFICATIONS.

12. 3

4" PRESSURE REDUCING VALVE - SEE SPECIFICATIONS.

13. 1" SCH 40 PVC SUPPLY LINE.

14. MARK LID WITH LETTERS:"FWS". SEE SPECIFICATIONS FOR APPROVED METHOD.

15. 3/4" SWEAT X 3/4" SWEAT X 1/2" FPT COPPER TEE.

16. BRASS AUTOMATIC DRAIN w/ 1/2" MPT - SEE SPECIFICATIONS.

SE

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EG

EN

D

ASSEMBLY

NTS

MANUAL ISOLATION VALVED1

KEYED NOTES

1. 4" IRON BODY GATE VALVE WITH 2"

OPERATING NUT - SEE SPECIFICATIONS.

2. IRRIGATION MAIN LINE

3. FINISH GRADE

4. JOINT RESTRAINTS, INSTALL PER

MANUFACTURER'S INSTRUCTIONS - SEE

DETAIL B1/LI503 AND SPECIFICATIONS.

5. 18"L x 18"W x 6"D 95% MODIFIED PROCTOR

COMPACTED AGGREGATE BASE COURSE.

6. STEEL VALVE BOX WITH 7 3 8"Ø STEEL LID - SEE

SPECIFICATIONS.

7. ADJUSTABLE SCREW TYPE 5 14"Ø VALVE BOX

EXTENSION - SEE SPECIFICATIONS.

SE

E

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EN

D

SCALE: N.T.S.

REMOTE CONTROL VALVE ASSEMBLY F1

KEYED NOTES

10 17

1. DUCTILE IRON SERVICE TEE WITH 2-1/2" THREADED (FPT)

OUTLET. SECURE TO PIPE WITH DUCTILE IRON JOINT

RESTRAINTS.

2. INSTALL SCH. 80 PVC SOLVENT WELD BUSHING TO INCREASE

OR DECREASE PIPE SIZE AT SERVICE TEE, VALVE ASSEMBLY,

AND/OR LATERAL LINE AS NEEDED.

3. SCH 80 PVC SOLVENT WELD 45° FITTING.

4. 4"X8"X16" SOLID CMU BLOCK CONTINUOUS ALL SIDES.

5. SCH. 80 PVC SOLVENT WELD PIPE, LENGTH AS REQUIRED.

PIPE SIZE TO MATCH LATERAL PIPING IMMEDIATELY

DOWNSTREAM OF REMOTE CONTROL VALVE (REFERENCE

IRRIGATION PLAN).

6. SCH. 80 PVC TOE NIPPLE, LENGTH AS REQUIRED. PIPE SIZE

TO MATCH REMOTE CONTROL VALVE (REFERENCE

IRRIGATION PLAN).

7. BRASS FULL-PORT BALL VALVE - SIZE TO MATCH REMOTE

CONTROL VALVE.

8. SCH. 80 PVC UNION - SIZE TO MATCH REMOTE CONTROL

VALVE.

9. SCH. 80 PVC NIPPLE - 3" LENGTH.

10. REMOTE CONTROL VALVE WITH PRESSURE REGULATING

MODULE.

11. 3

4" WASHED GRAVEL, 8" DEPTH.

12. LATERAL PIPING (SEE IRRIGATION PLAN FOR SIZE AND

LEGEND FOR MATERIAL).

13. WATERPROOF WIRE CONNECTOR, (REFERENCE DETAIL

D1/LI503 & SPECIFICATIONS).

14. 36" WIRE EXPANSION LOOPS.

15. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND

EXTENSIONS AS REQUIRED (SEE SPECIFICATIONS).

16. FINISH GRADE.

17. ATTACH VALVE ID TAG TO VALVE STEM WITH NYLON CABLE

TIE (REFERENCE DETAIL F6/LI503).

18. FILTER FABRIC - SEE SPECIFICATIONS.

19. 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).

20. 1/2" SQUARE GALVANIZED STEEL MESH.

21. DECODER CABLE IN 1" PVC CONDUIT w/ SWEEP ELLS.

22. DECODER WITH SURGE PROTECTION & GROUNDING PER

DETAIL F6/LI503.

6 6

SCALE: N.T.S.

AIR RELEASE VALVE ASSEMBLYD4

KEYED NOTES

1. FINISH GRADE.

2. 17"X30" VALVE BOX WITH BOLT DOWN TEE COVER AND EXTENSIONS AS REQUIRED (SEE

SPECIFICATIONS)

3. AIR RELEASE VALVE (SEE SPECIFICATIONS).

4. SCH 80 PVC NIPPLE (LENGTH AS REQUIRED).

5. BRONZE GATE VALVE WITH HANDWHEEL (SEE SPECIFICATIONS).

6. DI IRRIGATION MAINLINE TEE.

7. CLASS 200 IRRIGATION MAINLINE - SEE PLAN LEGEND FOR SIZE.

8. 8"X8"X16" SOLID CMU BLOCK.

9. 3

4" WASHED GRAVEL.

10. MARK LID LETTERS: "ARV". SEE SPECIFICATIONS FOR APPROVED METHOD.

11. FILTER FABRIC - SEE SPECIFICATIONS.

12. DUCTILE IRON JOINT RESTRAINT - SEE DETAIL F1/LI503 AND SPECIFICATIONS.

GENERAL NOTES

A. 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

C. 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX

SE

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8'-0"

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

FLOWER WATER STATION ELEVATIONF8

0 1'-4" 2'-8"

1. 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 A6/LI501.

3. TRASH RECEPTACLE, SEE DETAIL B2/LI501.

4. FLOWER WATER SPIGOT ASSEMBLY, REF.

DETAIL F4/LI501.

5. 'DO NOT DRINK' SIGN, REF. - DETAIL D6/LI503.

6. 20"Ø x 42" - 3 4" WASHED GRAVEL SUMP LINED w/ FILTER FABRIC - SEE SPECIFICATIONS.

7. SELF-CLOSING WATER SPIGOT - SEE

SPECIFICATIONS.

KEYED NOTES

2 3

A. SLAB SHALL HAVE 14" PER FOOT

CROSS SLOPE.

B. CONCRETE COLOR SHALL BE

PLAIN GRAY - SUBMIT SAMPLE

TO LANDSAPE ARCHITECT.

10"

2'-8" 1'-4"

GENERAL NOTES

2'-8"

10"

1'-4"

2' -4

4"

3" ℄

2' -0

7"

FLOWERVASES TRASH

2' -1

0"

2' -4

1" 1"

7-

/2

SELF-CLOSING FAUCET, REF. SPECIFICATIONS.

1" CHAMFERED EDGE

AT TOP OF POST,

TYP.

(4) #3 REBAR CONT., EQUALLY

SPACED

1/8" THICK ALUMINUM PLATE "DO

NOT DRINK" SIGN PANEL, REF.

DETAIL C3/LI503.

5000 PSI ARCHITECTURAL

PRECAST CONCRETE POST - SEE

SPECIFICATIONS

POST PLAN VIEW

N.T.S.

REFER TO SPECIFICATIONS

SELF CLOSING FAUCET

STAINLESS STEEL

TAMPER-PROOF SCREWS 1/4"

X 2", TWO PER SIGN

4" BRASS NIPPLE, LENGTH AS REQ'D.

4,000 PSI CONC. SLAB REF. - DETAIL

D1/C-503.

4" BRASS NIPPLE RISER w/

ELBOW IN CHAMFERED POST

RECESS

1-1/2" = 1'

FLOWER WATER STATION SPIGOT ASSSEMBLYF4

00 8" 1'-4"

42" DEPTH - DECORATIVE PEA GRAVEL SUMP

FILTER FABRIC, TYP. - SEE SPECIFICATIONS

VARIES

1' -4

7-1/2"

1'-2"

VARIES

VARIES

2" BRASS NIPPLE,

LENGTH AS REQ'D.

2" X 3 4" FIP THREADED

BRASS REDUCING ELBOW,

BURIAL PLOTS ROAD

1" SCH 40 PVC

FLOWER WATER STATION

SUPPLY LINE.

FLOWER WATER SPIGOT SHUT-OFF

VALVE ASSEMBLY. SEE DETAIL D6/LI501.

1 12" HOLE CAST THROUGH POST -

FILL w/ EPOXY GROUT AFTER PIPE

INSTALLATION.

ENSURE NO GROUT INTERFERES

w/ THREADED CONNNETION

4" SWEAT x 3 4" MIP THREADED

COPPER FITTING

4" TYPE K

COPPER PIPE

GENERAL NOTES

A. PIPE RISER AND ELBOW TO BE RECESSED INTO 1

2" WIDE X 2" DEPTH NOTCH CAST INTO POST.

B. SUBMIT SHOP DRAWINGS & SAMPLE FOR

APPROVAL PRIOR TO FABRICATING POSTS - SEE

SPECIFICATIONS.

4" x 3 4"

FIP THREADED

BRASS ELL

1 12"W x 2"D PIPE

RECESS NOTCH

CONT. TO BOTTOM

OF POST,

NOTCH SHALL

HAVE 14" CHAMFER

ON ALL EDGES.

5"

5000 PSI ARCHITECTURAL

PRECAST CONCRETE POST - SEE

SPECIFICATIONS

2'-0"

1 1/2"

1 12" Ø HOLE CAST THROUGH

POST

1/8" THICK ALUMINUM PLATE "DO

NOT DRINK"

SIGN PANEL, REF. DETAIL

D6/LI503.

REF. DETAILS C3/LI503 & D6/LI503 FOR

SIGN PANELS.

VARIES, REF. DETAILS

4"

2"

4"1

4"

1 4"

4" CHAMFER ON ALL EDGES OF

PIPE RECESS NOTCH

8" REVEAL

4" 1 8"

1 8"1 8"

8"

8" 1 8"

4"

2' -0

8" REVEAL, (3) SIDES.

C. DECORATIVE GRAVEL TO MATCH GRAVEL

STRIP AT COLUMBARIUM. CONTRACTOR

SHALL SUBMIT SAMPLE.

3" O.D. x 5 8" I.D. BRASS WASHER.

3" O.D. x 5 8" I.D. BRASS WASHER.

IRRIGATION DETAILS 1

LI501

8'-0"

1'-3"

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

FLOWER WATER STATION GROUP PLAND8

0 1'-4" 2'-8"

1. 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

DETAIL A6/LI501.

3. 24"Ø 3 4" WASHED GRAVEL SUMP - SEE

DETAIL F4/LI501.

4. FLOWER WATER STATION SPIGOT

ASSEMBLY - SEE DETAIL F4/LI501.

5. TRASH RECEPTACLE - SEE DETAIL

B2/LI501.

6. 3

4" TYPE K COPPER LINE.

7. 1" SCH 40 PVC SUPPLY LINE.

8. FLOWER WATER SPIGOT SHUT-OFF

VALVE & PRV, SEE DETAIL D6/LI501.

9. CONTRACTION JOINT, REF. E3/C-503.

10. EXPANSION JOINT, REF. F1/C-503.

KEYED NOTES

1' -6

2'-9" 2'-9" 1'-3"

1' -6

SL

O

PE

/4

PE

R

F O

O T

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

2' -0

5' -0

8' -0

JSBV

AutoCAD SHX Text

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

A-10

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

7/22/22

4"

SCALE: N.T.S.

MAINLINE PIPE TRENCHF8

3"

1. FINISH GRADE.

2. FINAL BACKFILL, PLACE AND TAMP IN 6" LIFTS.

3. DETECTABLE WARNING TAPE, 12" OF COVER,

DIRECTLY OVER PIPE.

4. 4" CLASS 200 PVC MAINLINE, PER IRRIGATION

LEGEND.

5. 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 AS

INDICATED.

7. TRACER WIRE, INSTALL AT BOTTOM OF MAINLINE TRENCH

ON OPPOSITE SIDE OF DECODER CABLE - SEE

SPECIFICATIONS.

KEYED NOTES

4"

A. 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.

C. HAND DIG BEDDING TO ACCOMMODATE BELLS AND FITTINGS.

D. SNAKE PIPE BACK AND FORTH WITHIN TRENCH.

E. 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 ARE 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 AT REMOTE

CONTROL VALVES.

GENERAL NOTES

SCALE: N.T.S.

PLASTIC VALVE TAGB8

KEYED NOTES

1. 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. HOT-STAMPED BLACK LETTERING.

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

A-10

2 5 8"

1 4"

12 3

SCALE: N.T.S.

WIRE SPLICESD1

NOTE:

1. FOR WIRE SIZES #14, #12 AND #10.

2. REFER TO SPECIFICATIONS FOR

SUPPLIER.

STEP 1

STEP 2

STEP 3

STEP 4 STEP 5

1/2"

TWIST WIRE NUT ONTO WIRE ENDS.

PUSH WIRE NUT

INTO CONNECTOR

PAST TABS.

STRAP TOP TO

CONNECTOR.

STRIP WIRES APPROXIMATELY 1/2" FROM

ENDS AND TWIST ENDS TOGETHER.

TABS

SWING

CLOSED

1. EDGE OF DECAL.

2. LIMITS OF TEXT.

8"

NOTES

A. REFER TO SPECIFICATIONS FOR DECAL FONT(S), HEIGHT(S), COLOR, COPY.

B. VERIFY EXACT COPY WITH CEMETERY DIRECTOR PRIOR TO ORDERING.

C. PROVIDE FULL-SIZE PAPER MOCK-UP FOR REVIEW AND APPROVAL BY COR PRIOR TO

FABRICATION.

1'-2"

1/ 2"

1/2"

KEYED NOTES

1. SPRINKLER BODY, SEE IRRIGATION LEGEND.

2. PRE-FABRICATED SCH 80 PVC SWING JOINT. SIZE SAME AS HEAD INLET SIZE. SEE SPECIFICATIONS.

3. PVC LATERAL PIPE FITTING.

4. FINISH GRADE AND/OR TOP OF SOD OR SEEDING BED. SEE PLANTING PLAN.

5. LATERAL PIPING. SEE IRRIGATION LEGEND.

SCALE: N.T.S.

POP-UP SPRINKLER ASSEMBLYC3

4 1

KEYED NOTES

1. FINISH GRADE.

2. 1" QUICK COUPLING VALVE - SEE SPECIFICATIONS.

3. 10" ROUND ABS PLASTIC VALVE BOX WITH BOLT DOWN LID AND EXTENSIONS AS REQUIRED.

4. QUICK COUPLER ANCHOR - SEE SPECIFICATIONS.

5. 6" MINIMUM DEPTH OF 3/4" WASHED GRAVEL.

6. 8"X8"X16" SOLID CMU BLOCK CONTINUOUS ON ALL SIDES.

7. 1" DIAMETER PVC SCH. 80 NIPPLE, LENGTH AS REQUIRED.

8. SCH. 40 PVC COUPLING.

9. 1" PRE-FABRICATED SCH 80 PVC SWING JOINT. LAY LENGTH SHALL BE 12" - SEE SPECIFICATIONS.

10. 1" FNPT OUTLET.

11. DI TAPPED TEE ON 4" MAIN LINE PIPE.

12. FILTER FABRIC - SEE SPECIFICATIONS.

13. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16" DEEP LETTERS: "QC".

SCALE: N.T.S.

QUICK COUPLING VALVE ASSEMBLYF3

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

3" MAX - 2" MIN

GENERAL NOTES

1. 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 COR IN THE

FIELD.

45°±5°

ALLO

W

ABLE

ANG

LE

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

HEAD LOCATION AT IRRGATION AISLEC1

0 1'-4" 2'-8"

1. IRRIGATION AISLE, REF TO CIVIL PLANS.

2. IRRIGATION HEAD & SWING JOINT ASSEMBLY, REF

IRRIGATION PLAN.

3. BURIAL GRID, TYP.

4. IRRIGATION LATERAL PIPING, REF. IRRIGATION PLAN.

5. HEADSTONE, TYP.

GENERAL NOTES:

A. BURIAL GRID DIMENSIONS VARY, REFER TO CIVIL

PLANS.

B. 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 INSTALLED

ADJACENT TO THE BURIAL GRID, BUT NOT IN AN

IRRIGATION AISLE, CONTRACTOR SHALL INSTALL

HEAD 18" FROM EDGE OF GRID.

KEYED NOTES

EQ

U

AL

1'-0"

1'-0"

TYP.

3 TYP.

EQ

U

AL

5TYP.

IRRIGATION DETAILS 2

LI502

KEYED NOTES

GENERAL NOTES

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

1. TOP OF MULCH, SEE PLANTING NOTES

FOR DEPTH OF MULCH.

2. PRESSURE COMPENSATING BUBBLER.

SEE LEGEND.

3. 1/2" SCH 80 PVC THREADED NIPPLE,

LENGTH AS REQUIRED.

4. PVC LATERAL PIPING.

5. PRE-FABRICATED SCH. 80 PVC

SWING-JOINT. SEE SPECIFICATIONS.

6. 1 2" FIPT x MIPT IN-LINE ADJUSTABLE

SPRING CHECK VALVE. SEE

SPECIFICATIONS.

7. FILTER FABRIC, SEE SPECIFICATIONS.

A. 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 WITH

TOP OF MULCH.

30°-45°

1. BUBBLER - SEE IRRIGATION LEGEND. 3/TREE, TYP.

2. 3/4" LATERAL.

3. TREE CENTER.

4. LATERAL. SEE PLAN.

5. ROOTBALL.

KEYED NOTES

TREE DETAIL

2 2

5 4

KEYED NOTES

1. AUTOMATIC CONTROLLER (SEE LEGEND).

2. EYE LEVEL.

3. WALL.

4. CONDUIT FOR 120 VOLT WIRE.

5. CONDUIT FOR 2-WIRE DECODER CABLE.

6. CONDUIT FOR GROUND WIRE, REF. DETAIL D5/LI502.

SCALE: N.T.S.

2-WIRE DECODER IRRIGATION CONTROLLERF5

A. 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.

GENERAL NOTE

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

1. SELF RESTRAINED FLANGED X BELL ADAPTER - SEE

SPECIFICATIONS.

2. FLANGED MASTER VALVE - SEE SPECIFICATIONS.

3. FINISH GRADE

4. 48" DIA. CAST IRON MANHOLE RING AND COVER.

5. 48" DIA. CORRUGATED METAL PIPE.

6. IRRIGATION MAINLINE.

7. 8" X 8" X 16" SOLID CMU BLOCK - CONTINUOUS ALL SIDES.

8. FILTER FABRIC - SEE SPECIFICATIONS.

9. WATERPROOF WIRE CONNECTOR - SEE DETAIL D1/LI502.

10. 36" WIRE EXPANSION LOOPS.

11. DECODER - SEE SPECIFICATIONS.

12. DECODER CABLE IN 1" PVC CONDUIT WITH SWEEP ELLS -

SEE SPECIFICATIONS.

13. 3/4" WASHED GRAVEL, 6" DEPTH.

KEYED NOTES

3 3

9 TYP.

JSBV

AutoCAD SHX Text

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

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

FLORAL REGULATIONS DECAL

AutoCAD SHX Text F1

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.

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

BUBBLER ASSEMBLY

AutoCAD SHX Text D8

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

BUBBLERS TRIANGULATED AROUND

AutoCAD SHX Text B5

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

MASTER VALVE ASSEMBLY - 4"

D5

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

7/22/22

IRRIGATION DETAILS 3

LI503

SCALE: 1/2" = 1'-0"

PUMP HOUSE EQUIPMENT LAYOUT DETAILF3

1. PRE-MANUFACTURED CONCRETE PUMP

BUILDING.

2. FLOOR LEAVE-OUT. REF B1/A-101 FOR

FINISH OUT.

3. 4" DUCTILE IRON 90° ELBOW; INTAKE

CONNECTED TO MUNICIPAL WATER

SOURCE.

4. 4" REDUCED PRESSURE BACKFLOW

PREVENTER. SEE DETAIL D6/LI503.

5. 14 GAL. VERTICAL STAND PRESSURE

TANK.

6. 4" DUCTILE IRON SPOOL PIECE, LENGTH

AS REQ'D.; DISCHARGE FROM BACKFLOW

ASSEMBLY.

7. 3" SCH 40 STAINLESS STEEL SUCTION

HEADER TO PUMPS.

8. (3) VERTICAL MULTISTAGE CENTRIFUGAL

PUMPS w/ INTEGRATED FREQUENCY

CONVERTER MOUNTED ON SKID.

9. 3" SCH 40 STAINLESS STEEL DISCHARGE

HEADER FROM PUMPS.

10. FLOOR DRAIN, REF B1/A-101.

11. WALL MOUNTED IRRIGATION

CONTROLLER.

12. PUMP CONTROL PANEL.

13. 4" DUCTILE IRON 90° ELBOW; DISCHARGE

CONNECTED TO IRRIGATION MAIN LINE.

14. 4"x3" CONCENTRIC REDUCER/FLEX

CONNECTOR.

15. 4" DUCTILE IRON SPOOL PIECE, LENGTH

AS REQ'D.; DISCHARGE TO IRRIGATION

MAIN LINE.

16. 4"x4"x2" DUCTILE IRON TEE, WITH 2"x1"

CONCENTRIC REDUCER/FLEX

CONNECTOR. PROVIDE

COUPLER/REDUCER FOR 3 4" NPTF INLET

FOR PRESSURE TANK.

17. LOW VOLTAGE PANEL/EQUIP. REF 5/E-101.

18. MAIN ELECTRICAL PANEL. REF. 5/E-101.

19. REDUCED PRESSURE BACKFLOW

PREVENTER FOR DOMESTIC WATER

SUPPLY.

18'-7"

INTERIOR DIMENSION

0 2' 4'

KEYED NOTES

A. FLOOR LEAVE-OUTS SHOWN FOR INFORMATION ONLY. REFER TO ARCH. SHEETS.

B. BUILDING SHALL BE INSULATED, HEATED AND VENTED.

C. BUILDING SHALL HAVE 6'-0" MIN. WIDTH LOCKABLE ACCESS DOORS.

D. EQUIPMENT SIZING AND LAYOUT BASED ON SINGLE-PHASE POWER AVAILABLE AT SITE.

GENERAL NOTES

9' -1

IN

TE

R

IO

R

D

IM

EN

SI

O N

6'-4"

67 8

FLOWFLOW

FLOW

1'-6"

2' -0

3'

-2

1'-6"

2' -6

TO

IRRIGATION

SYSTEM

FROM

WATER

METER

8"

8"

SCALE: 3" = 1'-0"

FWS SIGN PANEL (DO NOT DRINK)C3

1. 1

8" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH.

2. 1 4" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) 3 8" Ø x 2" S.S.

TAMPER-PROOF SCREWS AND EXPANSION SHIELD.

3. COPY SHALL BE 3 4" HEIGHT, SEE SPECIFICATIONS FOR FONT.

0 4" 8"

KEYED NOTES

A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST

CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

GENERAL NOTES

3 3 4"

1' -3

4"

R 1 7 8"

1 4"

3"

4"

SCALE: 3" = 1'-0"

FWS SIGN PANEL (DO NOT DRINK)D6

1. 1

8" THICK ALUMINUM SIGN PANEL, SEE SPECIFICATIONS FOR COLOR, COPY & FINISH.

2. 1 4" DIA. HOLES TO RECEIVE SCREWS, TOP & BOTTOM, SECURE w/ (2) 3 8" Ø x 2" S.S.

TAMPER-PROOF SCREWS AND EXPANSION SHIELD.

3. SEE SPECIFICATION SECTION 10 14 00 FOR SYMBOL & COPY FONT.

0 4" 8"

KEYED NOTES

A. CONTRACTOR SHALL COORDINATE DETAILS BETWEEN SIGNAGE FABRICATOR AND PRE-CAST

CONCRETE MANUFACTURER TO ENSURE PROPER FIT.

GENERAL NOTES

3 3 4"

4" 1

R 1 7 8"

SCALE: N.T.S.

VALVE BOX LAYOUT DETAILF8

1. REMOTE CONTROL VALVE ASSEMBLY SEE DETAIL F1/LI501.

2. SCH 80 PVC SOLVENT WELD 45° FITTING.

3. DUCTILE IRON SERVICE TEE WITH JOINT RESTRAINTS - SEE DETAIL F1/LI501.

4. PVC MAINLINE PIPE.

5. 17"X30" VALVE BOX WITH TEE COVER.

6. SCH 80 PVC SOLVENT WELD PIPE (LENGTH AS REQUIRED), SIZE TO MATCH LATERAL PIPING

IMMEDIATELY DOWNSTREAM OF REMOTE CONTROL VALVE (REFERENCE IRRIGATION PLANS).

KEYED NOTES

A. WHERE VALVES ARE LOCATED IN GROUPS, SPACE VALVE BOXES A UNIFORM DISTANCE APART.

B. USE MANUFACTURER'S RECOMMENDED TORQUE ON RESTRAINTS. A CALIBRATED TORQUE BAR

WILL BE REQUIRED AND CALIBRATION TESTING RESULTS WILL BE AVAILABLE UPON REQUEST.

GENERAL NOTES

TYP.

TYP.

M

IN

TYP.

3TYP.

TYP.

TYP.

SCALE: N.T.S.

MASTER VALVE/FLOW SENSOR ASSEMBLYB8

4" ISOLATION VALVE, REF. -

DETAIL D1/LI501.

4" MAIN LINE

2" MAIN

2" BRASS BODY FLOW

SENSOR, REF. - DETAIL

D1/LI503.

2" MAIN

FLOW

4" IRON BODY MASTER VALVE,

REF. DETAIL D5/LI502.

4" MAIN TO REMOTE-

CONTROL VALVES

4" ISOLATION VALVE, REF. -

DETAIL D1/LI501.

2" MAIN

3" BRASS BODY FLOW

SENSOR, REF. - DETAIL

D1/LI503.

2" BRASS BODY MASTER

VALVE, REF. - DETAIL

F1/LI503.

N.T.S.

CONTROLLER & DECODER GROUNDINGF6

KEYED NOTES

1. 10" ROUND VALVE BOX WITH DROP-IN, BOLT DOWN COVER

2. CALDWELL CONNECTION

3. 3

4" DIAMETER WASHED GRAVEL, 4" DEPTH

4. 8"X8"X16" SOLID CMU BLOCK (2 MINIMUM)

5. #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)

7. COPPER GROUNDING ROD (5/8" X 10')

8. 1

8" x 12" x 18" COPPER PLATE, BURIED 24" TO 48" DEEP.

9. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL x 316" DEEP LETTERS "GND"

GENERAL NOTES

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

SCALE: N.T.S.

BACKFLOW PREVENTERD6

1. SERVICE LINE FROM WATER METER

2. FLANGED REPAIR COUPLING

3. 4" DUCTILE IRON FLANGED ELBOW

4. PUMP HOUSE WALL.

5. 4" DUCTILE IRON RISER WITH FLANGES, LENGTH AS

REQUIRED.

6. 4" DUCTILE IRON SPOOL PIECE, LENGTH AS

REQUIRED.

7. 4" REDUCED PRESSURE BACKFLOW DEVICE, SEE

SPECIFICATIONS.

8. 4" DUCTILE IRON FLANGED SPOOL PIECE, LENGTH

AS REQUIRED, TO PUMP SUCTION HEADER.

9. PUMP HOUSE SLAB.

10. FLOOR OPENING FOR PIPE PENETRATIONS. REF.

DETAIL B1/A-101 FOR FINISH.

KEYED NOTES 1

" M

AX

" M

IN

FLOW

1 STEP 2 STEP11° 22° 45° 90°

PIPE

SIZE

JOINT RESTRAINT DISTANCE CHART

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.

REFER TO THE FOLLOWING TABLE THAT LISTS THE MINIMUM RESTRAINED LENGTH (IN FEET) FOR EACH SIZE/TYPE OF PIPE AND FITTING WITHIN WHICH ALL JOINTS MUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED

PER MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS.

AS AN EXAMPLE, IF YOU ARE INSTALLING A 4" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE TO 4" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 20'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A JOINT RESTRAINT WITHIN 20' OF THE 90° MAINLINE DIRECTIONAL CHANGE. RESTRAINTS MUST BE

INSTALLED AT JOINTS ON BOTH SIDES OF THE FITTING.

SCALE: N.T.S.

DUCTILE IRON PIPE FITTINGS JOINT RESTRAINT B1

3 STEP

23'45'31'20'14'20'9'4'4" 2'

"L" = MIN. RESTRAINED

DISTANCE (IN FEET)

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

MIN. "L" AT

BENDS MIN. "L" AT

DEAD END

MIN. "L" AT

GATE

VALVE

MIN. "L" AT

REDUCERS

2"

SCALE: N.T.S.

FLOW SENSING ASSEMBLYD1

1. PVC IRRIGATION MAINLINE, SEE PLAN.

2. WATERPROOF CONNECTIONS - SEE DETAIL D1/LI502.

3. 17"X30" VALVE BOX WITH EXTENSIONS AS REQUIRED AND "T" BOLT-DOWN COVER, SEE

SPECIFICATIONS.

4. DECODER CABLE IN 1" PVC CONDUIT WITH SWEEP ELLS - SEE SPECIFICATIONS.

5. FLOW SENSOR - SEE IRRIGATION LEGEND AND SPECIFICATIONS. REF. DETAIL B8/LI503 FOR

SIZE.

6. MAINLINE PIPING.

7. SIZE OR DIRECTION CHANGE AT DISTANCE EQUAL TO 5X PIPE DIAMETER FROM FLOW

SENSOR.

8. 3/4" WASHED GRAVEL, 6" DEPTH.

9. 8"X8"X16" SOLID CMU BLOCK - 4 PER VALVE BOX.

10. SIZE OR DIRECTION CHANGE AT DISTANCE EQUAL TO 10X PIPE DIAMETER FROM FLOW

SENSOR.

11. TWO-WIRE SENSOR DECODER, SEE SPECIFICATIONS.

12. FILTER FABRIC - SEE SPECIFICATIONS.

KEYED NOTES

FLOW

. 5

SE

E

IR

R

IG

AT

IO

N

LE

G

EN

D

6 6

SE

E

IR

R

IG

AT

IO

N

L

EG

EN

D

1. FINISH GRADE.

2. 17"x30" VALVE BOX WITH BOLT DOWN TEE COVER

AND EXTENSIONS AS REQUIRED.

3. 1" DIAMETER WASHED ROCK, 8" DEPTH.

4. IRRIGATION MAIN LINE.

5. SCH. 80 PVC UNION.

6. MASTER VALVE - SEE IRRIGATION LEGEND.

7. 8" X 8" X 16" SOLID CMU BLOCK - CONTINUOUS

ALL SIDES.

8. 3/4" WASHED GRAVEL, 6" DEPTH.

9. FILTER FABRIC - SEE SPECIFICATIONS.

10. DECODER - SEE SPECIFICATIONS.

11. WATERPROOF WIRE CONNECTOR, TYP

REFERENCE D1/LI502.

12. 36" WIRE EXPANSION LOOPS.

13. ATTACH VALVE ID TAG TO VALVE STEM WITH

NYLON CABLE TIE (REFERENCE DETAIL B8/LI502).

14. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3:

TALL BY 3/16" DEEP LETTERS "MV" FOR MASTER

VALVE.

15. 2-WIRE DECODER CABLE IN 1" PVC CONDUIT

WITH SWEEP ELLS.

16. SCH. 80 PVC NIPPLE 3" LENGTH.

17. SCH. 80 PVC MALE ADAPTER.

4" M

IN

1"

JSBV

AutoCAD SHX Text

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

AutoCAD SHX Text

EH-1

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

LOW VOLT

AutoCAD SHX Text

DO NOT DRINK

AutoCAD SHX Text

DO NOT DRINK

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

MASTER VALVE ASSEMBLY - 2"

AutoCAD SHX Text F1

AutoCAD SHX Text

MV-A

KEYED NOTES

KFG (3)

MP (3)

APL (1)

CLM (2)

KFG (5)

MP (2)

APL (3)

RMJ (1)

MP (3)

MP (5)

CP (2)

APL (3)

CLM (3)

CLM (3)

RMJ (2)

AP (1)

KFG (3)

MP (5)

APL (6)

KFG (6)

MP (3)

MP (3)

APL (3)

MP (3)

CLM (2)FE (1)

FE (6)

MP (5)

AP (2)

RMJ (3)

FE (2)

FE (2)

FE (1)

FE (2)

FE (2)

FE (1)

'-0

TYP.

10'-0",TYP.

10'-0", TYP.

MP (3)

KFG (5)

2 TYP

2TYP

2 TYP

2 TYP

10'-0", TYP.

10'-0",TYP.

10'-0", TYP.

10'-0", TYP.

G

ETTYSBU

R G

PLAQ

U

E

GRAVESITE

LOCATOR

KIOSK

BIVO

UAC O

F THE DEAD

PLAQ

UE

PATRIOTIC

SLOGAN

EH-1

KEY COMMON NAME BOTANICAL NAME QTY INSTALLED SIZE REMARKS MATURE SIZE

TREES

FE FRONTIER ELM ULMUS 'FRONTIER' 17 2" CAL., 10'-12' HT. 24" BOX 30' HT. X 35' SPD.

CP CHINESE PISTACHE PISTACHIA CHINENSIS 2 2" CAL., 10'-12' HT. 24" BOX 30' HT. X 30' SPD.

AP AUSTRIAN PINE PINUS NIGRA 3 8'-10' HT. B&B 40' HT. X 30' SPD.

RMJ ROCKY MOUNTAIN JUNIPER JUNIPERUS SCOPULORUM 6 8'-10' HT. B&B 25' HT. X 20' SPD.

SHRUBS/GRASSES

KFG KARL FOERSTER GRASS CALAMAGROSTIS A. 'KARL FOERSTER' 22 MIN. 12" HT. 5 GALLON 3' HT. X 2' SPD.

MP MUGO PINE PINUS MUGO 35 MIN. 12" HT. 5 GALLON 3' HT. X 4' SPD.

APL APACHE PLUME FALLUGIA PARADOXA 16 MIN. 18" HT. 5 GALLON 5' HT. X 5' SPD.

CLM CURL LEAF MAHOGANY CERCOCARPUS LEDIFOLIUS 10 MIN. 18" HT. 5 GALLON 10' HT. X 8' SPD.

PLANT LEGEND

1" GRAVEL MULCH - SEE PLANTING NOTE B.

2"-4" GRAVEL MULCH - SEE PLANTING NOTE C.

4"-8" COBBLE MULCH - SEE PLANTING NOTE D.

TURFGRASS SOD - SEE PLANTING NOTE K.

REVEGETATION SEEDING - SEE PLANTING NOTE M.

6' DIAMETER SHREDDED HARDWOOD MULCH RING - SEE

PLANTING NOTE L.

PHASE 1 TURF LIMITS, TYP.

STEEL EDGING - SEE PLANTING NOTE N.

HATCH LEGEND

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. GRAVEL MULCH SHALL BE 1" IN SIZE, INSTALLED AT A 4" DEPTH OVER FILTER FABRIC. SEE SPECIFICATIONS FOR COLOR & SUPPLIER. NOTE: EXISTING BOULDERS ON SITE MAY BE SUITABLE TO

CRUSH, SORT INTO SPECIFIED SIZE FOR USE ON SITE IN LIEU OF PURCHASING ELSEWHERE.

CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT AND COR PRIOR TO SITE DEMOLITION.

C. GRAVEL MULCH SHALL BE 2"-4" IN SIZE, INSTALLED AT A 4" DEPTH OVER FILTER FABRIC. SEE SPECIFICATIONS FOR COLOR & SUPPLIER. NOTE: EXISTING BOULDERS ON SITE MAY BE SUITABLE TO

CRUSH, SORT INTO SPECIFIED SIZE FOR USE ON SITE IN LIEU OF PURCHASING ELSEWHERE.

CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT AND COR PRIOR TO SITE DEMOLITION.

D. COBBLE MULCH SHALL BE 4"-8" IN SIZE, INSTALLED AT A 4" MINIMUM DEPTH OVER FILTER FABRIC. SEE SPECIFICATIONS FOR COLOR & SUPPLIER. NOTE: EXISTING BOULDERS ON SITE MAY BE SUITABLE TO

CRUSH, SORT INTO SPECIFIED SIZE FOR USE ON SITE IN LIEU OF PURCHASING ELSEWHERE.

CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT AND COR PRIOR TO SITE DEMOLITION

E. FILTER FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE.

OVERLAP ENDS 3" AND TURN DOWN EDGES 6". SEE SPECIFICATIONS FOR MANUFACTURER.

F. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

G. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY LANDSCAPE

ARCHITECT IN THE FIELD.

H. TREES SHALL BE INSTALLED PER DETAILS F6 & F8/LP101.

I. SHRUBS SHALL BE INSTALLED PER DETAIL D7/LP101.

J. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT

UNDER "REMARKS" AND HEIGHT & SPREAD CALLED OUT UNDER "SIZE", THE SPECIFIED PLANT MUST MEET HEIGHT & SPREAD REQUIREMENTS SPECIFIED UNDER "SIZE", EVEN IF A LARGER CONTAINER SIZE

IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE OWNER.

K. SOD SHALL BE 90% DWARF TALL FESCUE, 10% KENTUCKY BLUE GRASS. TOP OF SOD SHALL BE INSTALLED LEVEL WITH THE TOP OF ADJACENT CONCRETE SURFACES. SEE SPECIFICATIONS FOR

CULTIVARS AND RATIOS OF BLEND.

L. TREES INSTALLED WITHIN TURF AND NATIVE SEED AREAS SHALL HAVE A 4" DEPTH OF SHREDDED WOOD MULCH WITHIN A 6' DIAMETER AREA AT THE BASE OF EACH TREE, SEE SPECIFICATIONS.

M. REVEGETATION SEEDING SHALL CONSIST OF A BLEND OF NATIVE SEED WITH STERILE NURSE CROP TO

AID IN ESTABLISHMENT. SEE SPECIFICATIONS FOR SPECIES AND RATIOS OF BLEND.

N. STEEL EDGING TO BE INSTALLED AS INDICATED ON PLAN, REF. DETAIL F4/LP101.

PLANTING NOTES

1. UNDERGROUND STORMWATER DETENTION STRUCTURE, SEE CIVIL PLANS.

2. REFER TO SHEET G-101 FOR TO SEE FULL EXTENTS OF DISTURBANCE ALONG FENCE LINE.

PLANTING KEYED NOTES

SCALE: 1"=30'-0"

PLANTING PLANF2 0

NORTH

SCALE: N.T.S.

TREE PLANTING DETAILF8

KEYED NOTES

1. TREE LOCATION AND SPECIES PER PLAN.

2. 6'Ø SHREDDED HARDWOOD MULCH RING, 4" DEPTH. MULCH SHALL BE FEATHERED TO A 2"

DEPTH ON TOP OF ROOT BALL AND SHALL BE HELD BACK 2" FROM TREE TRUNK.

3. REMOVE EXISTING SOIL (FROM NURSERY) AS NEEDED TO EXPOSE ROOT FLARE. INSTALL WITH

ROOT FLARE FLUSH WITH SUB-GRADE (BOTTOM OF MULCH).

4. ORNAMENTAL PLANTING MIX, THOROUGHLY MIX BACKFILL AND AMENDMENTS PRIOR TO

INSTALLATION - SEE SPECIFICATIONS.

5. SCARIFY EDGE OF PLANTING HOLE, CONTINUOUS ALL SIDES.

6. REMOVE WIRE BASKET, WOOD BOX, PLASTIC TWINE, AND/OR ROPE PRIOR TO BACKFILL.

REMOVE BURLAP EXCEPT FROM BOTTOM OF ROOT BALL.

7. 2" SQ. X 8' WOODEN STAKE, DRIVEN 18" INTO UNDISTURBED SOIL

8. HOSE CHAFING GUARDS

9. GUYING STRAPS.

10. FLAGS

3 X ROOTBALL DIA., TYP.1'-0"

4'-0"

6'-0"

MULCH RING

SCALE: N.T.S.

EVERGREEN TREE PLANTING DETAILF6

KEYED NOTES

1. TREE LOCATION AND SPECIES PER PLAN.

2. 6'Ø SHREDDED HARDWOOD MULCH RING, 4" DEPTH. MULCH SHALL BE FEATHERED TO A 2"

DEPTH ON TOP OF ROOT BALL AND SHALL BE HELD BACK 2" FROM TREE TRUNK. TREES

LOCATED IN PLANTING BEDS SHALL BE MULCHED IN THE SAME MANNER WITH THE SAME

MULCH SPECIFIED IN PLANTING BED.

3. REMOVED EXISTING SOIL (FROM NURSERY) AS NEEDED TO EXPOSE ROOT FLARE. INSTALL

WITH ROOT FLARE FLUSH WITH SUB-GRADE (BOTTOM OF MULCH).

4. ORNAMENTAL PLANTING MIX, THOROUGHLY MIX BACKFILL AND AMENDMENTS PRIOR TO

INSTALLATION - SEE SPECIFICATIONS.

5. SCARIFY EDGE OF PLANTING HOLE, CONTINUOUS ALL SIDES.

6. REMOVE WIRE BASKET, WOOD BOX, PLASTIC TWINE, AND/OR ROPE PRIOR TO BACKFILL.

REMOVE BURLAP EXCEPT FROM BOTTOM OF ROOT BALL.

7. 2" SQ. X 8' WOODEN STAKE, DRIVEN 18" MINIMUM INTO UNDISTURBED SOIL

8. HOSE CHAFING GUARDS

9. GUYING STRAPS.

3 X ROOTBALL DIA., TYP.

6'-0"

MULCH RING

12"12"

SCALE: N.T.S.

SHRUB PLANTING DETAILD7

1. SHRUB LOCATION AND SPECIES AS PER PLAN.

2. PLANT AT SAME DEPTH MAINTAINED AT NURSERY.

3. FEATHER MULCH TO A 2" DEPTH ON TOP OF ROOT BALL AND HOLD BACK 2" FROM

SHRUB STEM(S).

4. 4" DEPTH MULCH THROUGHOUT SHRUB BED UNLESS OTHERWISE NOTED.

5. SCARIFY EDGE OF PLANTING HOLE, CONTINUOUS ALL SIDES.

6. ORNAMENTAL PLANTING MIX, THOROUGHLY MIX BACKFILL AND AMENDMENTS

PRIOR TO INSTALLATION - SEE SPECIFICATIONS.

KEYED NOTES

3 4

PLANTING PLAN

LP101

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

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

7/22/22

4" X 6" STEEL EDGING, COLOR:

BLACK

TOP OF STEEL EDGING

SHALL BE 1" ABOVE ADJACENT

TURF OR MULCH

COBBLE/GRAVEL MULCH,

REF. PLANTING PLAN, LP101

MATERIAL VARIES,

REF. PLANTING PLAN,

LP101

16" STAKES AT 30" O.C.

SCALE: N.T.S.

STEEL EDGE PAVING RESTRAINTF4

JSBV

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

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

A

B

C

10'-6" 10'-6"

C1

A-301

21'-0"

C4

A-301

D5

A-201

B5

A-201

B1

A-201

D1

A-201

2' -0

11'-4"

1' -4

2" JOINT TYP.

BE

LO

W

5'-734"

5'-734"

A-

B4

2'-0" 21'-0" 2'-0"

25'-0"

A

B

C

A

B

20' - 0"

D1

A-301

D3

A-301

10'-0" 10'-0"

20'-0"

10'-0" 10'-0"

F8

A-201

F4

A-201

F1

A-201

F6

A-201

6"

6"

A

B

20'-0"

20'-0"

A-506 B1

2 TYP3

2 TYP

2.

5:

SL

O

PE

2.5:12

SLOPE

2.

5:

SL

O

PE

2.5:12

SLOPE

2.

5:

SL

O

PE

2.

5:

SL

O

PE

8 310

10 ABOVE

10 ABOVE

SLOPE

8" / 1'-0"

36 4"X6" 36 17"X7"

36 1'-6"X2'-6"

1'-6"x2'-0" 36

4"X6" 36

14"X24" 36

10'-5" 6'-7"

F1

A-301

17'-0"

F3

A-301

A

B

C

D9

A-201

D7

A-201

B7

A-201

B9

A-201

1'-0" 1'-0"

19'-0"

C

A

B

2.5:12

SLOPE

2.5:12

SLOPE

STORAGE

PUMP HOUSE

WOMENS

MENS

FLOOR DRAIN

8 3

36 8"X8"

SHELTER

41 TYP

434343

STORAGE

1. SERVICE SEAL WALL. SEE DETAIL F3/A-506.

2. PREMANUFACTURED COLUMN WRAPPED WITH CMU

AND STONE VENEER SEE DETAIL B1/A-506.

3. ROOF LINE ABOVE.

4. 6' LONG BENCHES, SEE DETAIL F1/A-513 AND SPEC

SECTION 32 33 00.

5. CONCRETE CONTROL JOINTS.

6. STANDING SEAM METAL ROOF BY

PREMANUFACTURED BUILDING SUPPLIER.

7. STEEL ROOF STRUCTURE BY PREMANUFACTURED

BUILDING SUPPLIER.

8. CONCRETE WALLS, 2X4 FURRING W/ 1

2" PLYWOOD,

INSULATED AND PAINTED BY PREMANUFACTURED

BUILDING SUPPLIER.

9. CONCRETE ROOF, FURRED, INSULATED AND PAINTED

BY PREMANUFACTURED BUILDING SUPPLIER.

10. STONE CAPS, SEE DETAIL B7/A-506.

11. ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS.

12. TAPS / SOUND BOX, SEE ELECTRICAL DRAWINGS.

13. COMMITTAL SHELTER, SEE C4/A-101

14. COLUMBARIA, SEE B1/A-401.

15. MEMORIAL WALL, SEE E1/A-401.

16. AMERICAN FLAG, SEE E1/A-513.

17. POW FLAG, SEE E1/A-513.

18. KIOSK, SEE F8/A-507.

19. LOCATOR MAP, SEE C4/A-508.

20. GETTYSBURG PLAQUE, SEE F1/A-507.

21. BIVOUAC PLAQUE, SEE E4/A-507.

22. PATRIOTIC SLOGAN PLAQUE, SEE E4/A-507.

23. RETAINING WALL WITH STONE VENEER AND CUT

STONE CAPS, SEE B6/A-506 AND STRUCTURAL

DRAWINGS.

24. PLANTING, SEE LANDSCAPE DRAWINGS.

25. TRENCH DRAIN, SEE C-302.

26. FLOWER WATER STATION, SEE LANDSCAPE

DRAWINGS.

27. CONCRETE CURB AND GUTTER, SEE CIVIL DRAWINGS.

28. ASPHALT ROADWAY, SEE CIVIL DRAWINGS.

29. CHAINLINK PRAIRIE DOG EXCLUSION FENCE, SEE

F8/A-512.

30. CONCRETE ASSEMBLY AREA, SEE CIVIL SHEETS.

31. CONCRETE SIDEWALK, SEE CIVIL SHEETS.

32. FLORAL REGULATIONS SIGN, SEE C3 & F5 /A-509

33. SITE SIGNAGE, F7/SEE A-510

34. FLOOR DRAIN, ROCKFORD SANITARY SYSTEMS INC.,

SD-18 SEDIMENT SEPARATOR DRAIN OR APPROVED

EQUAL.

35. 4"X4'-5"X6'-3" CONCRETE HOUSEKEEPING SLAB W/ #4

@ 18" O.C. BY G.C. PINNED TO CONCRETE FLOOR.

G.C. TO VERIFY SIZE AND LOCATION WITH PUMP

MANUFACTURER.

36. BLOCKOUTS IN CONCRETE FLOOR OR WALLS FOR

UTILITIES. SEE PLAN FOR SIZES. G.C. TO PROVIDE 1

2"

EXPANSION MATERIAL AROUND PIPES AND CONDUITS

AND FILL REMAINING HOLES WITH GROUT. FINISH TO

MATCH EXISTING MATERIALS.

37. CARRY THE LOAD PLAQUE AND POST PROVIDED BY

THE NCA AND INSTALLED BY THE CONTRACTOR, SEE

C9/A-507.

38. COLORGARD S-5 SNOW RETENTION SYSTEM. COLOR

TO MATCH ROOFING.

39. CITY APPROVED 1 1

2" DOMESTIC WATER REDUCED

PRESSURE BACKFLOW PREVENTER ASSEMBLY.

40. RESTROOM BUILDING - PREMANUFACTURED.

41. PREFINISHED ALUMINUM GUTTER. W/ DOWNSPOUTS

EACH CORNER. DAYLIGHT THROUGH RETAINING

WALL WITH 4" PVC.

42. FOLDING ALUMINUM / GLASS WALL.

43. ELECTRIC HEATER PER PREMANUFACTURED

BUILDING MANUFACTURER

KEYED NOTES

G

E

T

T

Y

S

B

U

R

G

P

L

A

Q

U

E

G

R

A

V

E

S

I T

E

L

O

C

A

T

O

R K

I O

S

K

BIVOUAC OF THE DEAD

PLAQUE

P A

T R

I O

T I

C

S L

O G

A N

24 24

5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"

5'-4"

5'-0" 5'-0"

5'-0" 5'-0" 5'-0" 4'-10"

5'-0"5'-0"5'-0"5'-0"

F7

A301

24'-10"

5'-0"

5'-4"

1'-10

4'-10"

3 4

C

L

C

L

3 4

17'-5

22'-8

4'-9 11/16"

DOOR SCHEDULE (SEE A-101 FOR LOCATIONS)

DOOR # LOCATION

A

T" X W" X H"ELEV

DOOR

GR.

HDWR

2 X 72 X 84 HW-1

RTG.

FIREGLASS

101 -A -

FINISH HEIGHTWESTWESTEASTEAST

WALLS

SOUTHSOUTHFLOOR NORTHNORTH

ROOM

NUMBER

ROOM FINISH SCHEDULE (SEE SHEET A-101 FOR LOCATIONS)

ROOM IDENTIFICATION

LEGEND:

S -SEALED CONCRETE

FRP -PEBBLE TEXTURE FIBER REINFORCED PANELS ON 1

2" PLYWOOD

4V -4" VINYL BASE

P -PAINTED PLYWOOD

T&G -PREFINISHED 2X6 TONGUE & GROOVE

V -VARIES

WELDED STEEL HM FRAME

HOLLOW METAL DOORS -FLUSH

GALVANIZED

2" THICK INSULATED

S P V101 PUMP HOUSE

BASE

4V

CEILING

P P P P

MAT

HM

ELEV

FRAME

A

MAT

HM

HEAD

JAMB

THLD

DOOR / FRAME TYPES

DOOR AND WINDOW GENERAL NOTES LEGEND

1. CENTER DOOR PULL HARDWARE AT 36" A.F.F., ALL DOORS

TYPICAL.

2. ALL HARDWARE FASTENERS & SCRES TO MATCH FINISH OF

HARDWARE ITEM. TYPICAL ALL ITEMS.

3. ALL DOORSTOPS SHALL BE FLOOR MOUNTED. FINISH TO

MATCH DOOR HARDWARE

4. CONTRACTOR TO FIELD MEASURE ALL OPENINGS PRIOR TO

FABRICATION.

DOOR HARDWARE GROUPS

SEE SPECIFICATIONS SECTION 10 73 47 FOR DOOR HARDWARE

GROUPS AND REQUIREMENTS

AL - ALUMINUM

HM - HOLLOW METAL

ELEV - ELEVATION

THLD - THRESHOLD

HDWR - HARDWARE

RTG - RATING

S P V102 STORAGE 4V

S P V103 MENS TOILET 4V FRP FRP FRP FRP

S V104 WOMENS TOILET 4V

S T&G V106 COMMITTAL SHELTER N - - ST -

2 X 72 X 84 HW-1102 -A -HM A HM - - -

PUMP HOUSE

STORAGE

MENS TOILET

WOMENS TOILET

2 X 36 X 84 HW-1103 -B -HM B HM - - -

2 X 36 X 84 HW-1104 -B -HM B HM - - -

B

WELDED STEEL HM FRAME

HOLLOW METAL DOORS

-FLUSH

GALVANIZED

2" THICK INSULATED

SIZE

P P P P

PFRP FRP FRP FRP

COMMITTAL SHELTER 3X19'X8'-7 3/4" -106 - 2 -B7/A-201 -AL - AL - - -

TOILET STORAGE ROOM 2 X 36 X 84 HW-1105 -B -HM B HM - - -

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

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

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

7/22/2022Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 61

Environment & Infrastructure Solutions, Inc.

BID DOCUMENT SUBMITTAL

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service

CD1 - REDESIGN 1/22/2021

C O

L

O

R

A

D

O

L

I

C

E

N

S

E

D

A

R

C

H

I T

E

C

T

S E

N

M

F

IT

Z

P

A

T

R

I C K

7/22/22

FLOOR & ROOF PLANS AND PLAZA

LAYOUT

A-101

SFTM

C41/4" = 1'-0"

COMMITTAL SHELTER

FLOOR PLAN C71/4" = 1'-0"

COMMITTAL SHELTER

ROOF PLAN

B11/4" = 1'-0"

PUMP HOUSE/STORAGE

FLOOR PLAN

C11/4" = 1'-0"

PUMP HOUSE/STORAGE

ROOF PLAN

F53/32" = 1'-0"

PLAZA LAYOUT PLAN

E11/4" = 1'-0"

RESTROOM BUILDING

FLOOR PLAN

F11/4" = 1'-0"

RESTROOM BUILDING

ROOF PLAN

HAND DRYER

http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html http://www.2learncad.com/free_cad_blocks.html AutoCAD SHX Text

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

00404366

Main Floor

0' - 0"

T.O. Column

9' - 0"

B.O.Footing

-1' - 6"

Roof Height

13' - 4 3/4"

C4

A-301

B1

A-506

TYP.

Main Floor

0' - 0"

T.O. Column

9' - 0"

B.O.Footing

-1' - 6"

Roof Height

13' - 4 3/4"

2 3 4

C4

A-301

B1

A-506

TYP.

Main Floor

0' - 0"

T.O. Column

9' - 0"

B.O.Footing

-1' - 6"

Roof Height

13' - 4 3/4"

A B C

C1

A-301

B1

A-506

TYP.

9"2'-6"

Main Floor

0' - 0"

T.O. Column

9' - 0"

B.O.Footing

-1' - 6"

Roof Height

13' - 4 3/4"

ABC

C1

A-301

B1

A-506

TYP.

2'-6"2'-6"2'-6"

2'-6"2'-6"

Main Floor

0' - 0"

T.O.Wall

8' - 0 5/8"

Roof Height

9' - 9"

D1

A-301

Main Floor

0' - 0"

T.O.Wall

8' - 0 5/8"

Roof Height

9' - 9"

1 2

D1

A-301

Main Floor

0' - 0"

T.O.Wall

8' - 0 5/8"

Roof Height

9' - 9"

A B

D3

A-301

Main Floor

0' - 0"

T.O.Wall

8' - 0 5/8"

Roof Height

9' - 9"

AB

D3

A-301

14141414

1. SERVICE SEAL WALL. 6 - 12" DIA. SEALS REQUIRED.

SEE DETAIL F3/A-506.

2. PREMANUFACTURED COLUMN WRAPPED WITH CMU

AND STONE VENEER SEE DETAIL B1/A-506.

3. NOT USED

4. 6' LONG BENCHES, SEE DETAIL F1/A-513 AND SPEC

SECTION 32 33 00.

5. NOT USED

6. STANDING SEAM METAL ROOF BY

PREMANUFACTURED BUILDING SUPPLIER.

7. STEEL ROOF STRUCTURE BY PREMANUFACTURED

BUILDING SUPPLIER.

8. CONCRETE WALLS, FURRED, INSULATED AND PAINTED

BY PREMANUFACTURED BUILDING SUPPLIER.

9. CONCRETE ROOF, FURRED, INSULATED AND PAINTED

BY PREMANUFACTURED BUILDING SUPPLIER.

10. STONE CAPS, SEE DETAIL B7/A-506.

11. ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS.

12. TAPS / SOUND PANEL, SEE ELECTRICAL DRAWINGS.

13. FOLDING ALUMINUM / GLASS WALL.

14. WALL VENTS BY PREMANUFACTURED BUILDING

SUPPLIER.

KEYED NOTES

Project Number

Building Number

Drawing Number

Project Title

Lo…