941002 SRCNC Gravesite Expansion Bid Set - Plans 5 of 8.pdf

(EXISTING SECT 1

510 PPC

30 OVERSIZE)

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR IR IR IR IR IR IR IR

IR

IR

IR

IR

IR IR IR

IR

IR

IR

UGP

UGP

UGPUGPUGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UG

P

UG

P

U G

P

U G

P

UGP

UGP

UGP

UG

P

UG

P

U G

P

XXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY

TREES

JS Juniperus scopulorum / Rocky Mountain Juniper 5 gal. B&B 10

SHRUBS

JS2 Juniperus x pfitzeriana 'Sea Green' / Sea Green Pfitzer Juniper 5 gal. Pot 15

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY

GROUND COVERS

LN Lysimachia nummularia / Creeping Jenny 4" Pot 24" o.c. 161

SA Sedum album 'Murale' / Chubby Fingers Stonecrop 4" Pot 24" o.c. 102

PLANT SCHEDULE LP303

QTYMULCHES

Bark Mulch - See Specifications 2,720 sf

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P ST

ST

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

SCALE: 1"=10'-0"

0' 5' 10' 20'

NORTH

LP303

COMMITTAL SHELTER PLANTING

PLAN

BH/JBJH

JS (5)

JS (5)

LN

JS2 (1)

JS2 (4)

SCALE: 1"=10'-0"

0' 5' 10' 20'

NORTH

EXISTING

SECTION

1 PPC

M

AT

C H

LI

N

E

SE

E

LP

LN

SA

METAL EDGER SEE

11/LP500 FOR DETAIL

LN

BARK MULCH WITH

FABRIC LINER, SEE

LP500 FOR DETAIL

PATCH SOD AND

REMOVE MULCH

WHERE TREES HAVE

BEEN REMOVED

G

D

E

F

B

C

UGP

UGP

UG

P

UG

PU

G P

U G

P

UGP

UG

P

IR

IR

IR

IR

IR

IR

IRIRIRIR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGPUGP

UGP

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

'-0

24'-0" 21'-0"

18'-0"

27'-0"

7'-0"

'-0

20'-0"

26'-0"

23'-0"

22'-0"

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY

TREES

AC Acer platanoides `Columnarbroad` / Parkway Maple 2" Cal. B&B 4

CO Celtis occidentalis / Common Hackberry 2" Cal. B&B 1

JS Juniperus scopulorum / Rocky Mountain Juniper 5 gal. B&B 15

SI Syringa reticulata `Ivory Silk` / Ivory Silk Japanese Tree Lilac 2" Cal. B&B 2

GRASSES

FI Festuca idahoensis / Idaho Fescue 3 gal. Pot 69

PV Panicum virgatum / Switch Grass 1 gal. Pot 87

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY

GROUND COVERS

LN Lysimachia nummularia / Creeping Jenny 4" Pot 24" o.c. 252

SA Sedum album 'Murale' / Chubby Fingers Stonecrop 4" Pot 24" o.c. 138

TS Turf Sod / Drought Tolerant Fescue Blend --- 7,586 sf

PLANT SCHEDULE LP-304

QTYMULCHES

Rock Mulch - See Specifications 327 sf

Bark Mulch - See Specifications 9144 sf Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

SCALE: 1"=10'-0"

0' 5' 10' 20'

NORTH

LP304

COLUMBARIA COURTYARD PLANTING

PLAN

BH/JBJH

SEE LP-302 FOR

PLANTING

SI (2)

CO (1)

JS (5)

JS (5)

JS (5)

AC (2)

AC (2)

SI (1)

FI (12)

(TS), SEAM TURF

WITH EXISTING

SITE CONDITIONS

TREE PROTECTION,

TYP., SEE DETAIL

4/LP500

M

AT

C H

LI

N

E

SE

E

LP

MATCHLINE

SEE LP301

SE

E

LP

M

AT

C H

LI

N

E

SA

FI (4)

BARK MULCH, SEE LP500

FOR DETAIL

METAL EDGER SEE

11/LP500 FOR DETAIL

LN

BARK MULCH WITH

FABRIC LINER, SEE

LP500 FOR DETAIL

PV (5)

METAL EDGER

SEE 11/LP500 FOR DETAIL

METAL EDGER

SEE 11/LP500 FOR DETAIL

REMULCH

EXISTING BARK,

SEE SPEC

PV (9)

STONE MULCH, SEE LP500

FOR DETAIL

STONE

MULCH, SEE

LP500 FOR

DETAIL

FI (3)

METAL EDGER

SEE 11/LP500 FOR DETAIL

4'-0" DIA. BARK MULCH

RING, TYP.

PV (18)FI (2)

FI (3)

22'-4"

U G

P

IR

IR

IR

IRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIRIR

FO

FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X X X X X X X X X X X X X X X X X X X X X X X

OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY

TREES

JS Juniperus scopulorum / Rocky Mountain Juniper 5 gal. B&B 25

SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY

GROUND COVERS

LN Lysimachia nummularia / Creeping Jenny 4" Pot 24" o.c. 427

SA Sedum album 'Murale' / Chubby Fingers Stonecrop 4" Pot 24" o.c. 224

PLANT SCHEDULE LP305

QTYMULCHES

Bark Mulch - See Specifications 6,722 sf

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

SCALE: 1"=20'-0"

0' 10' 20' 40'

NORTH

LP305

FUTURE EXPANSION AREA PLANTING

PLAN

BH/JBJH

JS (3)

JS (6)

JS (5)

JS (4)

JS (7)M

AT

C H

LI

N

E

SE

E

LP

METAL EDGER

SEE SHEET LP500

FOR DETAIL

BARK MULCH WITH

FABRIC LINER, SEE

LP500 FOR DETAIL

PROPOSED

FUTURE ROAD

SA

LN

COLUMNAR BASALT - SPLIT OR

BROKEN TOP

PLAN

WIDTH VARIES

16"-20"

H

EI

G H

TS

V

AR

Y

2' -0

'-6

ROCK MULCH PER PLAN

PLACE FILTER FABRIC

UNDER DECORATIVE ROCK

COLUMNAR BASALT - SPLIT

OR BROKEN TOP, SEE SPECS

PLANTING PER PLANTING PLANS

BURY MIN. 1/3

OF ROCK, TYP.

6" MIN. DEPTH

4" MINUS COMPACTED

AGGREGATE

BASALT NOTES:

1. SIZES AND SHAPES: FURNISH ROCKS THAT CONSIST OF INTACT BLOCKS WITHOUT OPEN FRACTURES.

2. REFER TO LAYOUT PLAN FOR INFORMATION ON ROCK SIZES AND LOCATIONS.

3. ROCKS SHALL NOT BE DUMPED OR DOZED INTO PLACE. CARE SHOULD BE TAKEN NOT TO DAMAGE

THE BASALT ROCK.

COMPACTED SUBGRADE

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LP500

PLANTING DETAILS

BH/JBJH

TYP. BASALT STONE

3/8" = 1'-0"

NTS

DECIDUOUS TREE PLANTING - 3 STAKES

TREE STRAPS, HOSE

CHAFING GUARDS,

STRAPS, SEE SPECS

ROUGH SAWN

WOOD TREE

STAKES

(3 PER TREE)

PRUNE BRANCHES, IF

BROKEN OR DAMAGED

PLANT TREES WITH

ROOT FLARE 1" ABOVE

FINISH GRADE

2-3" MULCH,

SEE SPECS

REMOVE TOP 1/3 OF

BURLAP AND ALL

TWINE, ROPE AND

BASKET FROM

ROOTBALL

FINISH GRADE

BACKFILL WITH

APPROVED AMENDED

PLANTING MEDIUM, SEE

SPECS. REMOVE ALL

DEBRIS.

SLOPE & SCARIFY SIDES

OF PLANTING HOLE

BREAK 6" SUB-SOIL

PLANTING PIT

SHALL BE 2X

WIDTH OF

ROOTBALL MIN

NOTE:

1. WHEN PLANTING ACCORDING TO

THE DRAWINGS, USING THE

COORDINATES FROM THE DRAWINGS

WILL REQUIRE ADJUSTMENT BASED

UPON ACTUAL FIELD CONDITIONS

LANDSCAPE

FABRIC,

SEE SPECS

SET ROOTBALL ON

UNDISTURBED SUBGRADE

TRIANGULATE STAKING PLAN VIEW

120 DEGREE

ANGLE

TREE STRAPS,

SEE SPECS

FLAGS, SEE SPECS

329343-11 NTS

CONIFEROUS BERM TREE PLANTING - 3 STAKES

2 X ROOTBALL

DIAMETER MIN.

NOTES:

1. WIRE BASKETS WILL BE REMOVED COMPLETELY PRIOR

TO COMPLETION OF BACKFILLING.

2. CUT AND REMOVE BURLAP FROM ROOTBALL. REMOVE

ALL TWINE AND PLASTIC. IF TREE IS IN FIBER POT,

REMOVE PRIOR TO PLANTING.

3. ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE

REJECTED. REMOVING THE WIRE WILL NOT BE AN

EXCUSE FOR DAMAGED ROOTBALLS.

4. DO NOT CUT OR DAMAGE LEADER. PRUNE DAMAGED

WOOD IMMEDIATELY PRIOR TO PLANTING.

(3) B.V.C. BRAND POLES OR APPROVED EQUAL-

2" DIA. SIZE STAKES PLACED OUTSIDE OR ROOTBALL.

TWO STAKES REQ'D FOR ALL TREES OVER 1-1/2" CAL.

WATER RETAINING BERM INSTALL AT EDGE OF

PLANTING PIT, PER PLAN.

SET ROOTBALL 1" HIGHER THAN FINISH GRADE,

AS SPECIFIED

2-3" DEEP MULCH, SEE SPECS

STAKE TO EXTEND 24" INTO UNDISTURBED SOIL,

AS SPECIFIED

PREPARED BACKFILL SOIL MIX, REMOVE ALL DEBRIS

SET ROOTBALL ON

UNDISTURBED SUBGRADE

SLOPE & SCARIFY SIDES

OF PLANTING HOLE

FINISH GRADE

TRIANGULATE STAKING PLAN VIEW

120 DEGREE

ANGLE

REMOVE TOP 1/3 OF BURLAP AND ALL

TWINE, ROPE AND BASKET FROM ROOTBALL

HEIGHT OF STAKE SHALL BE 5' HT

ABOVE FINISHED GRADE

LANDSCAPE FABRIC, SEE SPECS

329343-12

2 NTS

TYP. SHRUB PLANTING

NOTES:

1. ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE

REJECTED. REMOVING CONTAINERS WILL NOT BE AN

EXCUSE FOR DAMAGED ROOTBALLS.

2. DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN

CONFORMANCE WITH AMERICAN STANDARD FOR

NURSERY STOCK REQUIREMENTS.

3. PLANT ALL SHRUBS SO THAT THEIR CENTERS ARE

4. A MINIMUM OF 4' FROM THE EDGES OF PAVEMENT.

SPACE SHRUBS AS INDICATED ON THE PLANS.

5. IF ANY SHRUBS ARE PROVIDED 'B&B', SEE

DECIDUOUS OR EVERGREEN TREE INSTALLATION

DETAILS.

SET ROOTBALL ON

UNDISTURBED SUBGRADE-DO

NOT OVER- EXCAVATE

LANDSCAPE FABRIC, SEE SPECS

SCORE ROOTBALL OF CONTAINER

PLANTS VERTICALLY WITH KNIFE,

CUT ANY SPIRALING ROOTS WHERE

THEY EMERGE FROM SOIL BALL

FINISH GRADE

REMOVE CONTAINER.

BACKFILL WITH APPROVED AMENDED

PLANTING MEDIUM, SEE SPECS

2-3" DEEP MULCH, SEE SPECS

2 X ROOTBALL

DIAMETER

329333-02

1" = 1'-0"

METAL EDGING AT BERM

TREAT WITH PRE-EMERGENT

HERBICIDE, (SUBMIT TYPE FOR

APPROVAL) COVER WITH

WOVEN/SPUN LANDSCAPE FABRIC,

(SUBMIT SAMPLE FOR APPROVAL)

WEED MAT, SEE SPECS

METAL EDGING,

SEE SPECS

1 2"

TURF

EXISTING BERM

2-3" DEEP MULCH, SEE SPECS

LANDSCAPE FABRIC,

SEE SPECS

329413.23-08

NTS

ROOT BARRIER

DECIDUOUS TREE,

SEE 1/LP500 FOR

DETAIL. TREE

SPECIES AND

LOCATION PER

PLANTING PLANS

24" ROOT

BARRIER, SEE

SPECIFICATIONS.

TOP OF ROOT

BARRIER MUST BE

AT LEAST 12" ABOVE

MULCH GRADE

EXISTING

MOUNTABLE

CONCRETE

CURB AND

GUTTER,

SEE CIVIL

SEE PLANTING PLAN

FOR DISTANCE

BETWEEN EXISTING

CURB AND NEW TREES

BACKFILL WITH

APPROVED AMENDED

PLANTING MEDIUM, SEE

SPECS. REMOVE ALL

DEBRIS.

SET ROOTBALL ON

UNDISTURBED SUBGRADE

EP PANEL

3-4" OF

4" GRAVEL

FINISH

GRADE

329343-14

1" = 1'-0"

CONCRETE EDGER PLANTING BED

ROCK MULCH,

MIN. 3" DEPTH,

SEE SPECS

LANDSCAPE FABRIC,

SEE SPECS

BARK MULCH, SEE SPECS

COMPACTED, CLASS TWO

AGGREGATE

COMPACTED SUBGRADE

9"

9"

#4 REBAR,

CONTINUOUS

2" RADIUS

NOTE:

1. PROVIDE 38" SCORE LINE ON 5' O.C.

TURF EDGER PLANTING AREA

1.5%-2%

2" C

O N

C R

ET

E

G R

AD

E

AB

O

VE

G

R

AD

E

CONCRETE EDGER

POURED IN PLACE

329413.23-07

4" HIGH X 8" ROUND - TOPPED SOIL

BERM ABOVE ROOT SURFACE SHALL

BE CENTERED ON THE DOWNHILL

SIDE OF THE ROOT BALL FOR 240

DEGREES. BERM SHALL BEGIN AT

EDGE OF ROOT PERIPHERY.

PRIOR TO MULCHING, LIGHTLY TAMP

SOIL AROUND ROOT IN 6" LIFTS TO BRACE

GROUNDCOVER. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE ROOT

BALL TO SETTLE THE SOIL.

NOTES:

1. GROUNDCOVER SHALL BE OF QUALITY AS

PRESCRIBED IN THE SPECIFICATIONS.

BACKFILL WITH

APPROVED AMENDED

PLANTING MEDIUM, SEE SPECS

DEPTH VARIES.

NTS

GROUNDCOVER ON SLOPE

LANDSCAPE FABRIC, SEE SPECS

2-3" DEEP MULCH, SEE SPECS

FINISH GRADE

GROUNDCOVER, SEE PLANTING

LEGEND ON PLANTING SHEETS

329313-03

TREE PROTECTION

NTS

FIGURE 8 RUBBER TREE TIE

"GRO-STRAIGHT OR APPROVED

EQUAL, 2 EACH TREE, ATTACH

SO TREE IS ALLOWED SOME

MOVEMENT BUT NO RUBBING

HEIGHT OF STAKE SHALL BE 5'

HT. ABOVE FINISHED GRADE

INDUSTRY GRADE PLASTIC

TREE GUARDS, DO NOT USE

TRUNK WRAPS

TREE FENCE/CAGE 4'H MIN.

#14 GAUGE GALV. WWM 14" 2" X 4"

FASTEN 24" CAGE DIAMETER TO

STAKE WITH CABLE TIES OR WIRE

329343-05

4 NTS

PERENNIAL & GRASS PLANTING DETAIL

PERENNIALS AND ORNAMENTAL

GRASSES, AS SHOWN ON PLAN

3" DEPTH MULCH, SEE SPECS AND PLANS

BACKFILL WITH APPROVED

AMENDED PLANTING MEDIUM, SEE SPECS

UNDISTURBED SOIL

FINISH GRADE

LANDSCAPE FABRIC, SEE SPECS

REMOVE CONTAINER.

329323-03

1" = 1'-0"

LANDSCAPE BED & METAL EDGER

METAL EDGER,

SEE SPECS

ADJACENT

TURF

3" DEPTH MULCH AS

INDICATED ON PLANS

LANDSCAPE FABRIC, SEE SPECS

NATIVE SOIL

6" DEPTH TOPSOIL AS INDICATED ON PLANS

TREAT WITH PRE-EMERGENT HERBICIDE, (SUBMIT

TYPE FOR APPROVAL) COVER WITH WOVEN/SPUN

LANDSCAPE FABRIC, SEE SPEC.

329413.23-11

8GROUNDCOVER

3/4" = 1'-0"

PLAN

SECTION VIEW

EQ. EQ.

2-3" MULCH, SEE PLANS & SPECS1

FINISHED GRADE & LANDSCAPE FABRIC,

SEE SPECS

BACKFILL WITH APPROVED AMENDED

PLANTING MEDIUM, SEE SPECS

EXISTING SOIL4

GROUNDCOVER PLANTS TO BE

TRIANGULARLY SPACED

MULCH, SEE SPECS6

EDGER AND/OR BACK OF CURB7

NOTES:

1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION.

2. SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE

TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL).

3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING.

URBAN TREE FOUNDATION 2014

OPEN SOURCE FREE TO USE

6" M

IN

329313-04

8"

2'- 0"

2'- 0"

2"

SEC

TEXT SHALL BE OPTIMA BOLD FONT

WITH 2"AND 3 1/2" HEIGHT FOR 'SEC'

AND '#', RESPECTIVELY, AND 3/8"

STEMS AND BARS INCISED TO A 3/16"

DEPTH, PAINTED BLACK AND

CENTERED ON FACE OF MARKER.

LIGHT GRAY GRANITE SECTION

MARKER, HONED INSCRIPTION FACE,

ALL SURFACES TO BE HONED FINISH;

ALL CORNERS AND EDGES INCLUDING

12" BELOW GROUND LEVEL SHALL BE

EASED TO 1/8" RADIUS.

FACING

ROAD, TYP.

COORDINATE LOCATION POINT

CENTER OF FRONT FACE, TYP.

1 14 " 2"

1" 3 12 "

1 12 "

8"

8"

8" SEC

TOP VIEW

9 14 "

7"

2" 6"

4"

COMPACTED 1/4" #10 CHIP ROCK

3" M

IN

TY

P.

6"

8"8"

2"

1" MIN.

2"

3"

SET TOP OF

MONUMENT

1/2" ABOVE

FINISH

GRADE

NOTES:

1. ALL LAWNS WITHIN THE BUIRIAL SECTIONS SHALL BE INSTALLED

AND ACCEPTED PRIOR TO MONUMENT-BASE PLACEMENT; ALL

LAWNS DAMAGED DURING INSTALLATION SHALL BE REPAIRED AT

CONTRACTORS EXPENSE

2. AT CONTRACTOR'S OPTION, GRAVE SITE GRID MONUMENTS MAY

BE PROPOSED AS PRECAST UNITS. PROVIDE SHOP DRAWINGS

AND METHODS OF INSTALLATION FOR APPROVAL.

3. FINISH GRADE IS TOP OF TOPSOIL.

4. GRID MONUMENTS CROSS HAIRS TO BE INCISED TO A MINIMUM

DEPTH OF 1/64" SO AS TO BE CLEARLY VISIBLE AND

PERMANENTLY LEGIBLE.

MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT

MARKER SHALL BE NO

CLOSER THAN 1" TO

OUTSIDE EDGE OF

CONCRETE

MONUMENT MARKER (PROTECT VISIBLE SURFACES

DURING PLACEMENT INTO CONCRETE)

FORGED ALUMINUM DOMED-TOP MONUMENT MARKER

WITH 3/4" DIAMETER SPLIT STYLE STEM AND INTEGRAL

LOCATION MAGNET IMBEDED

SMOOTH-TROWEL FINISH TOP SURFACE,

ENSURING POSITIVE DRAINAGE

8" CONC. CYLINDER W/3,500 PSI

CONCRETE @ 28 DAYS

GAP AROUND CYLINDER & SURROUNDING EARTH

SHALL BE FILLED W/CONCRETE OR REDI-CRETE

(WETTED AFTER PLACEMENT) TO WITHIN 4" OF

FINISH GRADE

COMPACTED APPROVED

FILL OR NATIVE EARTH

4"Ø FORGED

ALUMINUM DOMED-TOP

MONUMENT MARKER

FIELD INCISED HAIRS ON CAP;

CROSS-HAIRS SHALL BE PARALLEL AND

PERPENDICULAR TO THE GRAVESITE

GRIDLINES & PRECISE TO ±0.005'REQUIRED TEXT

ENGRAVED ON CAP

PLAN

G R

A V

E

S

I T E G R I D MO NU

M E

N T

4'- 0"

DE

PT

H O

F

FR

O

ST

PLAN

2'-2"

LS500

2'- 4"

EMBLEM ORDER:

(LEFT TO RIGHT)

ARMY, USMC, USN, USAF, USSF, USCG

(1) NEW USSF SEAL,

(5) EXISTING SEALS REALIGNED

MAINTAIN (E) VERTICAL HEIGHT

REPLACE STONE

PRIOR TO REMOUNTING,

SEE SPECS FOR

INSTALLATION

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

E.Q. E.Q.

NOTE: WALL MOUNTED SPACE FORCE

SERVICE EMBLEM PLAQUES

(BAS-RELIEF) BY CONTRACTOR,

SEE SPEC.

WALL MOUNTED

SERVICE EMBLEM

PLAQUE (BAS-RELIEF)

BY CONTRACTOR.

INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS.

RE: 3/LS500 FOR

SPACING, AS

SPECIFIED

3/8"⌀ STAINLESS

STEEL CONTINUOUS-

THREADED BOLT SET

IN EPOXY

VERIFY IN FIELD

1/4" MIN. TO 1/2" MAX.

2"

40BH/JB

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS500

LANDSCAPE SITE DETAILS 1

GRANITE SECTION MARKER

JH

1/2" = 1'-0"

1 GRAVE SITE GRID MONUMENT

1 1/2" = 1'-0"

SEAL WALL EAST - WEST SECTION

1/4" = 1'-0"

SEAL MOUNTING DETAIL

3" = 1'-0"

CL

R9"

CL

TRASH

RECEPTACLE

2'- 0"

3'- 0"

10'-0"

UNLESS SHOWN OTHERWISE

2'-0" EQ. 2'-0"EQ.

0'-9"

#5 BARS, TYP.

FRONT MID-POINT OF PAD

SHALL BE LOCATED AS

SHOWN ON LAYOUT PLAN

LID WITH FLORAL

REGULATIONS, SEE

DETAIL 5/LS501

VASE CONTAINER

STORAGE

RECEPTACLE

CONTROL

JOINT, TYP.

5" THICK REINFORCED 3500

P.S.I. CONCRETE PAD W/ 14"

RADIUS @ EDGE, TYP;

MEDIUM BROOM FINISH; RUB

OUT ALL SURFACE TOOL

MARKS

8" PEX TUBING, TYP.; 1% SLOPE TO

CURB STOP VALVE WITH DRAIN

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION

DETAILS

CL

REINF. CONC. PVMT.

4"

TYP.

TOPSOIL/

LAWN 1"

2'-6" DIA.

SUMP PIT

1'- 0"

2'- 4"

1'- 41 4"

2'

6"

CL

CL

CL

1 12" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3/8" DIA. WASHED GRAVEL DRAINAGE FILL (SEE SPEC)

- 4" DEPTH; GRAVEL PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND BOTTOM;

DRAINAGE FILL AGGREGATE COMPACTED TO 95%

RD (SEE SPECIFICATIONS)

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

3/8" PEX TUBING, TYP.; 1% SLOPE TO CURB

STOP VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST CONC. POST (7-1/2" SQ.) W/ 1"

CHAMFER AT ALL EXPOSED CORNERS AND 3/8" RECESSED

AREA ALL SIDES; FINISH AND COLOR AS SPECIFIED

1 12" SCH40 PVC PIPE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

3'- 6"

M

IN

. 6"

TY

P.

1 12" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST CONC. POST

FINISHED GRADE - SEE GRADING

PLAN FOR ELEVATION

COMPACTED SUBGRADE

ADA COMPLIANT WATER SPIGOT (SEE SPECS)

COMPACTED AGGREGATE

SUMP PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM; DRAINAGE

FILL AGGREGATE COMPACTED TO

95% RD (SEE SPECIFICATIONS)

8" DIA. WASHED, ROUNDED GRAVEL

DRAINAGE FILL - 4" DEPTH; GRAVEL PIT

WRAPPED WITH NON-WOVEN GEOTEXTILE

FABRIC ON SIDES AND BOTTOM

R21 8"

CLCL

FRONT ELEVATION

2'-6" DIA. SUMP PIT

1'-6"

1'- 0"

3'- 6"

M

IN

2'- 0"

6" 1'-

41 4"

2'- 0"2'-

4"

VASE CONTAINER STORAGE

RECEPTACLE, SEE 6/LS501

ARCHITECTURAL PRE-CAST CONCRETE POST

(7-1/2" SQ.) W/ 1" CHAMGER AT ALL EXPOSED

CORNERS AND 38" RECESSED AREA ALL SIDES;

FINISH AND COLOR AS SPECIFIED "DO NOT DRINK" SIGN; (4)

SIDES, SEE 7/LS501

WATER SPIGOT SEE 8,10/LS501

AND SPECIFICATIONS

TRASH RECEPTACLE,

SEE 6/LS501

4,000 PSI CONCRETE

FOOTING, 18" DIA., TYP.

CL

COMPACTED AGGREGATE

4" 8" 1

8" 8" 5

8" 1"1"

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES AND

INTERAL CASTINGS

ARCHITECTURAL

PRE-CAST POST; LIGHT

SANDBLAST FINISH

NOTE:

1. SEE FLOWER WATERING

STATION DETAILS FOR

OVERALL POST HEIGHT, 3/8"

RECESS HEIGHT AND

LOCATION ON OVERALL POST

2. SEE FLOWER WATERING

STATION DETAILS FOR

CAST-IN-PLACE PVC CONDUIT

SIZES AND LOCATION TO

ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO

CASTING IN POST

2"

16"

3/8" RECESS

(BELOW);

ALL SIDES

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

1"

2"

ARCHITECTURAL PRE-CAST

POST WITH 1" CHAMFER ON

ALL SIDES & TOP; LIGHT

SANDBLAST FINISH

SECTION

PLAN VIEW

TOP ELEVATION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

1" M

IN

29 16

415 16

CL

OF

PIPE

CL

OF

PIPE

4" 33

4"

4"

FLORAL

REGULATIONS

7- 1/

2"

1'-21 2"

1/4" TYP.

NOTE: SUBMIT SHOP DRAWINGS

FOR TEXT APPROVAL BY THE

RESIDENT ENGINEER &

CEMETERY DIRECTOR PRIOR TO

FABRICATION

CLEAR DECALS W/ WHITE LETTERING

(SUBMIT COLOR SAMPLES); MATTE

FINISH; LETTERING TO BE OPTIMA

BOLD, UPPER & LOWER CASE, TITLE

TO BE 1" HT., ALL OTHER TEXT TO BE

3/16" HT.

FLOWER VASE RECEPTACLE LID

2'-

1/ 8"

1'- 93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

SEE SPECIFICATIONS FOR TRASH

AND FLOWER VASE

RECEPTACLES

STEEL CONVEX TOP LIDSPECIAL HINGED LID W/

FLORAL REGULATIONS DECAL

ATTACHED - SEE LID PLAN

VIEW

FLORAL REG. DECAL

HANDLE

HANDLE

3/4" SQUARE HOLE FOR

ANCHOR BOLT

SEE SPECIFICATIONS

1'- 7"

1/4"Ø HOLES TO RECEIVE 3/16"Ø X 2"

SS TAMPER-PROOF SCREWS WITH

EXPANSION SHIELDSSCREWS, COLOR

OF SCREWS TO MATCH PANEL, TYP.

MATCH EXISTING COPY AT EXISTING

COLUMBARIUM. CENTER ON PANEL.

4"

1'- 33 4"

1 2"

R1 7 8 "

1/8" THICK ALUMINUM SIGN PANEL;

(COLOR MP07458 - CAST BRONZE)

WHITE

BLACK

RED

BLACK

WHITE

EPOXY APPLICATION (BACK OF

POST ONLY)

EPOXY APPLICATION

(BACK OF POST ONLY)

71 2"

WATER SPIGOT ASSEMBLY

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH BRONZE

FINISH; SEE SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED

LOCK WASHER; BRASS

3/8" THICK BRASS NUT;

1/2 NPT

1/4"Ø X 1-3/4" BRASS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" COPPER

FITTING ADAPTER

(LEAD-FREE); SOLDER TO

INSIDE OF WATER SPIGOT

ARCHITECTURAL

PRE-CAST POST

1 12" SCH40 PVC PIPE CAST

INTO ARCHITECTURAL

PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

C

(2) 1 12" SCH40 PVC PIPE

ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

2-1/2" X 4" X 1/4" THICK

BRASS FACE PLATE; FINISH

TO MATCH WATER SPIGOT

L

2"

3/8" PEX COPPER CRIMP RING

3/8" PEX TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE

POST

1" M

IN

CL

CL

OF PIPE

OF POST

29 16

4" 33

4" 2"

TYP.

2"

TYP.

33 4"

3 8"

TY

P.

1" TY

P.

1"

TYP.

4"

4"

SIGN PANEL ON BACK OF POST TO

BE MOUNTED WITH EPOXY. APPLY

EPOXY MINIMALLY IN (2) LOCATIONS

IN AMOUNT ADEQUATE FOR

PERMANENT ADHESION.

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

1/8"

TYP.

ALUMINUM SIGN PANEL (ALL SIDES)

1/4"Ø X 1-1/2" BRASS TAMPER

PROOF PAN HEAD SCREW &

BRASS PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS

TO MATCH PANEL, TYP.

ARCHITECTURAL PRE-CAST POST

SECTION

WATER SPIGOT ABOVE

CAST-IN-PLACE PVC CONDUIT TO

ACCEPT PLUMBING CONNECTIONS

4"

33 4"

TY

P.

4"

TYP.

CL

2"

1" MIN.

R4" MIN. BEND

RADIUS ON PEX

TUBING

SELF CLOSING WATER SPIGOT

W/ ADA COMPLIANT HANDLE;

SMOOTH BRASS FINISH; SEE

SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS

3/8" THICK BRASS NUT; 1/2 NPT

1/4"Ø X 1-3/4" BRASS TAMPER PROOF

PAN HEAD SCREW & S.S. PRECAST

CONCRETE INSERT

3/8" PEX "SHARKBITE" PUSH-TO-CONNECT

FEMALE COUPLER TO 12" NPT FEMALE

THREADS, SECURED DIRECTLY TO SPIGOT

THREADS, W/ ADDED FLAT WASHER TO

ENSURE COMPRESSION TO FACE-PLATE.

ARCHITECTURAL

PRE-CAST POST

1 12" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

1 12" SCH40 PVC

PIPE ELBOW

CAST INTO

ARCHITECTURAL

PRE-CAST

CONC. POST

2-1/2" X 4" X 1/4" THICK BRASS

FACE PLATE; FINISH TO MATCH

WATER SPIGOT

3/8" PEX COPPER

CRIMP RING

3/8" PEX TUBING

2" SCH40 PVC PIPE

CAST INTO

ARCHITECTURAL

PRE-CAST POST;

CAST FLUSH WITH

FACE OF POST

3/8" RECESS

CAST INTO POST 1/4"Ø X 1-1/2" BRASS TAMPER PROOF

PAN HEAD SCREW & BRASS PRECAST

CONCRETE INSERT, COLOR OF SCREW

HEADS TO MATCH PANEL, TYP.

CL

4"

1" TY

P.

1"

TYP.

4"OF POST

CL

OF PIPE2 9

16"

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS501

FLOWER WATERING STATION

DETAILS 1

BHJH

FLOWER WATERING STATION - PLAN

1/2" = 1'-0"

1 FLOWER WATERING STATION - SECTION

1/2" = 1'-0"

2 FLOWER WATERING STATION - ELEVATION

1/2" = 1'-0"

WATER SPIGOT POST

3" = 1'-0"

4 FLORAL REGULATIONS DECAL

1/2" = 1'-0"

5 VASE CONTAINER STORAGE AND TRASH RECEPTACLE

3/4" = 1'-0"

DO NOT DRINK SIGN

3" = 1'-0"

7 HYDRANT SECTION - SPIGOT ASSEMBLY PLAN

5" = 1'-0"

8 SIGN PANEL MOUNTING

5" = 1'-0"

9 SPIGOT ASSEMBLY SECTION ENLARGEMENT

5" = 1'-0"

A

B

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD COLUMN NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN AND EVERY TENTH NICHE COLUMN

8"

1-1/2" HT. OPTIMA BOLD

ROW LETTER

ENGRAVED TO 38" DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE

STONE WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

STONE VENEER, TYP.,

AS SPECIFIED

SMOOTH LIMESTONE CAP, SEE 1/LS510

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

CL

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

6'

8"

3"

LS508

LS508

3, 4

LS508

B

7 COLUMN CLOSED-CLOSED

PRECAST UNIT

CL

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

NORTHERN SIDE

ELEVATION

FINISH

GRADE

25'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

8"

1 10 20

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

SEE DETAIL 5/LS-508

FOR SIGN ID PANEL

END ELEVATION

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT 8 COLUMN OPEN-CLOSED PRECAST UNIT 10 COLUMN OPEN-CLOSED PRECAST UNIT

7 COLUMN CLOSED-CLOSED

PRECAST UNIT 8 COLUMN CLOSED-OPEN PRECAST UNIT 10 COLUMN CLOSED-OPEN PRECAST UNIT

LS508

3'-81 4"

COLUMBARIUM FFE = 3797.80

CL

A

B

C

D

E

A

B

C

D

E

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT SOUTHERN SIDE

ELEVATION

FINISH

GRADE

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

30 40 50

COLUMBARIUM FFE = 3797.80

CL

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS502

COLUMBARIUM WALL "B" ELEVATION

& PLAN

BH

COLUMBARIUM NORTH SIDE ELEVATION & PLAN- WALL "B"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION- WALL "B"

1/2" = 1'-0"2

NORTH

KEY MAP (nts)

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD

ROW LETTER ENGRAVED

TO 38" DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE STONE

WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

SMOOTH LIMESTONE CAP, SEE 1/LS510

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

CL

6'

8"

3"

3, 4

LS-508

C

10 COLUMN CLOSED-CLOSED PRECAST UNIT

NORTH ELEVATION

FINISH

GRADE

10'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

8"

SEE DETAIL 5/LS508

FOR SIGN ID PANEL

END ELEVATION

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

STONE VENEER, TYP.,

AS SPECIFIED

1 10

1-1/2" HT. OPTIMA BOLD COLUMN

NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN

AND EVERY TENTH NICHE COLUMN

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

10 COLUMN CLOSED-CLOSED PRECAST UNIT

10 COLUMN CLOSED-CLOSED PRECAST UNIT

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

LS508

3'-81 4"

COLUMBARIUM FFE = 3797.95

CL

A

B

C

D

E

A

B

C

D

E

10 COLUMN CLOSED-CLOSED PRECAST UNIT

CL

SOUTH ELEVATION

FINISH

GRADE

10'-17 8"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

LS508

LS508

COLUMBARIUM FFE = 3797.95

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS503

COLUMBARIUM WALL "C" ELEVATION

& PLAN

BH

COLUMBARIUM ELEVATION & PLAN- WALL "C"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION - WALL "C"

1/2" = 1'-0"2

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD COLUMN

NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN

AND EVERY TENTH NICHE COLUMN

1-1/2" HT. OPTIMA BOLD

ROW LETTER ENGRAVED

TO 38" DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE

STONE WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

CL

6'

8"

3"

3, 4

LS508

D

10 COLUMN CLOSED-CLOSED PRECAST UNIT

CL

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

NORTH ELEVATION

FINISH

GRADE

10'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

8"

SMOOTH LIMESTONE CAP, SEE 1/LS510

SEE DETAIL 5/LS508

FOR SIGN ID PANEL

END ELEVATION

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

STONE VENEER, TYP.,

AS SPECIFIED

1 10

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

LS508

10 COLUMN CLOSED-CLOSED PRECAST UNIT

10 COLUMN CLOSED-CLOSED PRECAST UNIT

3'-81 4"

COLUMBARIUM FFE = 3797.59

A

B

C

D

E

A

B

C

D

E

10 COLUMN CLOSED-CLOSED PRECAST UNIT

CL

SOUTH ELEVATION

FINISH

GRADE

10'-17 8"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

LS508

LS508

COLUMBARIUM FFE = 3797.59

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS504

COLUMBARIUM WALL "D" ELEVATION

& PLAN

BH

COLUMBARIUM NORTH SIDE ELEVATION & PLAN- WALL "D"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION & PLAN- WALL "D"

1/2" = 1'-0"2

C

D

E

GOVERNMENT PROVIDED, CONTRACTOR

INSTALLED, WHITE MARBLE NICHE COVERS

1-1/2" HT. OPTIMA BOLD COLUMN NUMBER ENGRAVED TO 38" DEPTH;

CENTER ABOVE FIRST NICHE COLUMN AND EVERY TENTH NICHE COLUMN

8"

1-1/2" HT. OPTIMA BOLD

ROW LETTER

ENGRAVED TO 38" DEPTH

3'-5 1 16"

3"

PRECAST NICHE UNIT

SMOOTH LIMESTONE BASE

STONE WIDTH VARIES, SEE CIVIL

SMOOTH LIMESTONE

FILLER STRIP

4"

A

B

C

D

E

SMOOTH LIMESTONE CAP

5'-6"

STONE VENEER, TYP.

4'- 15 8"

C L

6'

8"

3"

3'-81 4"

LS508

LS508

3, 4

LS508

E

CL

CAP STONE JOINT, NICHE WEBBING AND BASE

STONE JOINT TO ALIGN VERTICALLY, TYP.

NORTH ELEVATION

FINISH

GRADE

8"

SMOOTH LIMESTONE CAP, SEE 1/LS510

MATCH EXISTING

FINISH AND JOINTING,

SEE SPECS

SEE DETAIL 5/LS508

FOR SIGN ID PANEL

END ELEVATION

STONE VENEER, TYP.,

AS SPECIFIED

1 10 20

IN SETTING OF THE

BACK-TO-BACK NICHE

UNITS: FACE-TO-FACE

DISTANCE BETWEEN

THE UNITS SHALL

REMAIN THE SAME

THROUGHOUT THE

LENGTH OF THE WALL

AND THAT THEY FACES

SHALL BE PARALLEL TO

THE WALL LAYOUT LINE.

COLUMBARIUM

SMOOTH

LIMESTONE I.D.

INSET PANEL

(EXAMPLE ONLY,

ALL NEW

ENDWALLS TO BE

LABELED WITH

INDIVIDUAL WALL

DESIGNATIONS).

SEE SPECS.

LS508

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

25'-11 2"

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN CLOSED-OPEN PRECAST UNIT10 COLUMN CLOSED-OPEN PRECAST UNIT

7 COLUMN CLOSED-CLOSED

PRECAST UNIT8 COLUMN OPEN-CLOSED PRECAST UNIT10 COLUMN OPEN-CLOSED PRECAST UNIT

COLUMBARIUM FFE = 3797.30COLUMBARIUM FFE = 3797.31

CL

A

B

C

D

E

A

B

C

D

E

SOUTH ELEVATION

FINISH

GRADE

30 40 50

EDGE-TO-EDGE NICHE UNITS +/-1/4" MAX., TYP.

7 COLUMN CLOSED-CLOSED

PRECAST UNIT 8 COLUMN OPEN-CLOSED PRECAST UNIT 10 COLUMN OPEN-CLOSED PRECAST UNIT

COLUMBARIUM FFE = 3797.30COLUMBARIUM FFE = 3797.31

CL

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

Ho o t o n e

J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470 83

LS505

COLUMBARIUM WALL "E" ELEVATION

& PLAN

BH

COLUMBARIUM NORTH SIDE ELEVATION & PLAN- WALL "E"

1/2" = 1'-0"1

JH

COLUMBARIUM SOUTH SIDE ELEVATION- WALL "E"

1/2" = 1'-0"2