Attachment C - Flagpole Detail Drawing.pdf

2'-6"

2"

4" 1'-6"

2'-0" X 2'-6" BEVELED TOP

SECURE TOP TO PEDESTAL

BASE WITH EPOXY

" X

" STAINLESS STEEL

DOWELS @ 12" O.C. EPOXY

DOWELS AND GRANITE SLAB

END JOINTS TO PROVIDE A

MONOLITHIC PEDESTAL.

GRAVE

LOCATOR

2'-6"

2"

2"

2'-2"

2'-0"

7 8

1'-8"

BEVELED GRANITE TOP.

EPOXY GROUT TO

PEDESTAL BASE

S.S. GRAVE LOCATOR BOX.

4" THICK GRANITE SLAB, TYP.

" X 4" STAINLESS STEEL DOWELS. (4)

REQUIRED. EPOXY GROUT DOWELS

INTO CONCRETE SLAB AND GRANITE

PEDESTAL.

FINISH GRADE (CONCRETE

PAVEMENT), TYP.

CONTINUOUS

DRIP EDGE

SLOT

S.S. TAMPER-PROOF

SCREW (3) REQUIRED -

ONE EACH SIDE AND

REAR PANEL. ANCHOR

INTO GRANITE

PEDESTAL BASE

A'

A

S.S. ANCHOR PINS/BOLTS

PROVIDE SHOP DRAWINGS,

TYP.

LAYOUT POINT, SEE

CS401 FOR LOCATION

C

L

C

L

4,000 PSI REINFORCED CONC.

FOUNDATION W/BROOM FINISH TOP

LOW PERMEABLE

FILL; SEE

GEOTRECH

REPORT FOR

REQUIREMENTS.

#5 BARS VERTICAL 12"

O.C. EACH FACE, TYP.

#5 BARS VERTICAL 12"

O.C. EACH WAY, TYP.

#4 TIES @ 8" O.C., TYP.

1'-5

1'-5

"STAINLESS STEEL

CONTINUOUS HINGE

GRAVE

LOCATOR

GRAVE LOCATOR BOX TO BE FABRICATED FORM 16 GA

STAINLESS STEEL. GRAVE LOCATOR BOX LID SHALL BE

FABRICATED FROM 12 GA STAINLESS STEEL. ALL CORNERS

SHALL BE WELDED. CONTINUOUS HINGE SHALL BE STAINLESS

STEEL. SPOT WELD HINGE TO BOX AND LID. ALL DISCOLORATION

FROM WELDS SHALL BE REMOVED AND STEEL PLATES SHALL BE

POLISHED TO PROVIDE A SMOOTH FINISH FREE OF

IMPERFECTIONS. SECURE THE GRAVE LOCATOR BOX TO THE

GRANITE PEDESTAL WITH TAMPER-PROOF SCREWS.

ENGRAVE OR ATTACH

PERMANENT WHITE

REFLECTIVE SIGN LETTERS

ON GRAVE LOCATOR BOX LID.

" DIA. HOLE. PROVIDE ON

BOTH SIDE PANELS AND

ONE ON THE REAR PANEL

OF THE BOX.

STAINLESS STEEL

CONTINUOUS HINGE

1'-3

1'-3

3"

7 8

7 8

D E

P T

H

T

O

F

R O

S T

SET TOP OF

MONUMENT 1/2"

ABOVE

FINISH

GRADE

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

NOTES:

1. ALL LAWNS WITHIN THE BURIAL SECTIONS

SHALL BE INSTALLED AND ACCEPTED PRIOR

TO MONUMENT-BASE PLACEMENT; ALL LAWNS

DAMAGED DURING INSTALLATION SHALL BE

REPAIRED AT CONTRACTOR'S EXPENSE

2. AT TO CONTRACTOR'S OPTION, GRAVE SITE

GRID MONUMENTS MAY BE PROVIDED AS

PRECAST UNITS. PROVIDE SHOP DRAWINGS

AND METHOD OF INSTALLATION FOR

APPROVAL.

3. FINISH GRADE IS TOP OF TOPSOIL.

4. GRID MONUMENT CROSS HAIR TO BE INCISED

TO A MINIMUM DEPTH OF 1/64" SO AS TO BE

CLEARLY VISIBLE AND PERMANENTLY

LEGIBLE.

"Ø FORGED ALUMINUM

DOMED-TOP MONUMENT

MARKER

FIELD INCISED HAIRS ON CAP;

1/64" MIN DEPTH. CROSS-HAIRS

SHALL BE PARALLEL AND

PERPENDICULAR TO THE

GRAVESITE GRIDLINES &

PRECISE TO ±0.005'

REQUIRED TEXT ENGRAVED ON

CAP

CROSS HAIRS

MUST FALL WITHIN

3/4" OF THE

CENTER OF THE

MARKER OR THE

ENTIRE

MONUMENT MUST

BE MOVED

PLAN

G R

A V

E

S

I T E G R I D MO NU

M E

N T

FACTORY INCISED

1.5" Ø CIRCLE

1" MIN.

MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT MARKER SHALL

BE NO CLOSER THAN 1" TO OUTSIDE

EDGE OF CONCRETE

MONUMENT MARKER (PROTECT

G

M

I N

H

M

I N

"F"

MIN. DIA.

"D"

"E"

"A" MIN. DIA.

"C"

"B"

SEE STRUCTURAL

NOTES:

THE UNDEREXPOSED SURFACE OF THE FLAGPOLE (BELOW GRADE)

SHALL RECEIVE A HEAVY COAT OF BLACK ASPHALTIC PAINT INSIDE

AND OUT BEFORE SHIPMENT

POLE MATERIAL:

FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY SEAMLESS COLD

DRAWN EXTRUDED ALUMINUM TUBING

POLE FINISH: SEE SPECIFICATIONS

60' HT. POLE FLAG SIZE BASIS OF DESIGN 12'X18'. U.S. FLAG

GOVERNMENT PROVIDED.

E X

P O

S E

D

H

E I G

H T

GOLD ANODIZED ALUMINUM FINIAL BALL (SEE SPECS.)

CONE STYLE, REVOLVING, INTERNAL HALYARD TRUCK (SEE SPECS)

FLAG (N.I.C.) - PROVIDED BY OWNER, INSTALLED BY CONTRACTOR

COVERED COUNTERWEIGHT & NYLON BEADED RETAINER (SEE SPECS);

LOOP WITH NICKEL PLATED SNAP HOOKS

FIELD SPLICE: SEE SPECIFICATIONS FOR REQUIREMENTS IF APPLICABLE

(NOT ALLOWED FOR POLES LESS THAN OR EQUAL TO 35')

WINCH

ASSEMBLY

E.J.

FINISH

GRADE

FLAGPOLE (SEE SPECIFICATIONS)

SILICONE SEALANT AROUND

ALUMINUM FLASHING COLLAR

WATERPROOF CEMENT SEALANT 2" MIN. DEPTH

5" CONC. WALK PVMT.

4 HARDWOOD WEDGES (TEMP.)

PACKED DRY SAND

1/16" (16 GA.) GALV. CORRUG. STEEL SLEEVE EXTENDED UP

TO FINISH GRADE

3500 psi MIN. CONCRETE

4 STEEL WEDGES WELDED TO STEEL PLATE

WELDED STEEL BASE PLATE

6" SQUARE STEEL SUPPORT PLATE WELDED TO SPIKE

3/4" Ø x (MIN. 6" BELOW CONC.) ATTACH LIGHTENING KIT TO ROD

WELDED TO PLATES

LIGHTENING KIT COPPER WIRE (SEE SPECIFICATIONS)

SELECT

GRANULAR

FILL TO

EXISTING

SUBGRADE

1'-0"

MIN.,

TYP.

ENSURE POSITIVE DRAINAGE AWAY FROM BASE, TYP.

3"X3"

POST, TYP.

1"X1"

PICKET, TYP.

C

L

"X1

RAIL, TYP.

PROVIDE 1/2" RADIUS & SMOOTH

TROWEL FINISH ACROSS TOP OF

FOOTING (TYP.)

MIN. DIA. 3X

POST WIDTH

POND LINER W/ ANCHOR

TRENCH; SEE B1/LI506

2'-WIDE SWATH OF LANDSCAPE FABRIC (TYP.); PROVIDE

WOVEN NEEDLE-PUNCHED POLYPROPYLENE FABRIC

WEIGHING 4.8 OZ./SY AND A FLOW RATE OF 90 GAL./MIN./SF

FENCE POST FOOTING

(BEYOND)

FINISH GRADE

(TYP.); TURF

T

Y P

T

Y P

T

Y P

T

Y P

6" ANDESITE COBBLE

ROAD

SIDE

POND

SIDE

B2

CI530

C

A

ATIONAL

EMETERY

DMINISTRATION

N

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

Of

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

BUHL, IDAHO

TWIN FALLS

NATIONAL VETERANS

BURIAL GROUND

04-15-19

941CM3001

Seabee Construction, LLC

2213 Cochran Drive

Gresham, OR 97080

(503) 512-7647

G&C Fab-Con, LLC

5 Foster Lane, Bldg. A

Flemington, NJ 08822

(908) 782-0526

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

04-15-19

1" = 1'-0"

GRAVESITE LOCATOR

D3

1'0 6"3"

SITE AMENITY DETAILS 2

CI504

KFSDLM

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

GRAVESITE LOCATOR BOX

D7

8"0 4"2"

1" = 1'-0"

GRAVE SITE GRID MONUMENT

F3

1'0 6"3"

1" = 1'-0"

FLAG POLE

E1

1'0 6"3"

REISSUED FOR CONSTRUCTION 7/31/19

ISSUED FOR CONSTRUCTION 6/26/19

Scale: NTS

6' ORNAMENTAL PICKET FENCE FOOTING AT IRRIGATION POND

B7