Fort Sill NC Plan Set Reduced Amendment 1 10 of 11

4' - 8"

A

A

2' - 4"

2' - 4"

CUT LIMESTONE CAP

4' - 8"

CUT LIMESTONE CAP

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

5 3/4"

STONE CAP DRIP

EDGE. SEE DETAIL

F1/A-502

5 3/4"

STONE CAP DRIP

EDGE. SEE DETAIL

F1/A-502

6"

8"

8"

2"

LEVELING GROUT OR

S.S. SHIMS ON CONTINUOUS

EPDM MEMBRANE

4"

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

3/8" X 4" S.S. PINS (4) EA. PER CAP.

AFTER CAPS ARE SET, LOOSE-FIT

PIN, COUNTERSUNK SECURE PIN

W/ NON-SHRINK GROUT TO NICHE

UNIT (DO NOT GROUT PIN TO CAP)

ALL JOINTS TO BE FILLED WITH

BACKER ROD AND SEALANT

4"

RECESSED LIMESTONE

COLUMBARIUM WALL ID

DESIGNATION

1' - 6 1/4"

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT

INSTALLED BY CONTRACTOR,

SEE E1/A504

RECESSED S.S. WELD

PLATE AT END OF BACK

TO BACK PRECAST NICHE

UNITS, SEE DETAIL C1/A-504

ANCHOR CAP WITH ((2) 4" X 1/2" DIA.
STAINLESS STEEL THREADED ROD.

SET 2-1/2" INTO CONCRETE. SECURE

WITH NON-SHRINK MORTAR. SNUG

FIT INTO CAP, OVER DRILL CONCRETE

AND FILL WITH GROUT

PRECAST CONCRETE NICHE UNIT

B

B4

DOUBLE SIDED CAP SECTION

1 1/2" = 1'-0"

B8

B

CAST IN PLACE CONCRETE

END WALL CAP SECTION

1 1/2" = 1'-0"

B4
A-302

4' - 8"

LIMESTONE WALL CAP.

SEE B4/A-302

4' - 8"

6" 2"

8"

6" 2"

8"

CUT LIMESTONE CAP.

B8
A-302

C

C

LIMESTONE END COLUMN

CAP. SEE B8/A-302

CAST IN PLACE

CONCRETE COLUMN

CUT LIMESTONE CAP.

RECESSED LIMESTONE

COLUMBARIUM ID PANEL

AIR GAP

MORTAR JOINTS

TYPE N

PRECAST CONCRETE

NICHE UNIT. SEE A-504

FOR NICHE DETAILS.

8' - 8 1/4"

WHITE MARBLE NICHE COVER,

SUPPLIED BY GOVERNMENT

AND INSTALLED BY

CONTRACTOR

STONE VENEER

W/STAINLESS 304 STEEL

ANCHORS. WEEPS TO BE

PROVIDED @ 24" O.C.

ADJUSTABLE STAINLESS 304

STEEL STONE TIES

8' - 0"

NICHES

AIR SPACE

STONE VENEER

BEYOND

7' - 1"

7' - 9 1/4"

AIR SPACE

D

1' - 6 1/4"

3/8" X 4" S.S. PINS INTO CAP.
AFTER CAPS HAVE BEEN SET,

LOOSE-FIT PIN, SECURE PIN

W/ NON-SHRINK GROUT (DO

NOT GROUT PIN TO CAP)

#4 BARS @ 12" O.C. x 2'-11"

TYP.
D

CAST IN PLACE CONCRETE

COLUMN

1/2" X 7" S.S. ANCHOR BOLT

RECESSED, COUNTERSUNK W/

GROUT FILL

STONE VENEER W/ STAINLESS 304

STEEL ANCHORS. PROVIDE WEEPS

@ 24" O.C. SEE F5/A-502.

C8

12" MIN

F5
--A-502

12" DECORATIVE GRAVEL

AND DRAINAGE STRIP

STONE VENEER W/ STAINLESS

304 STEEL ANCHORS. PROVIDE

WEEPS @ 24" O.C. SEE F5/A-502

A-301

TYP.

C8
A-301

CONCRETE PAVING, SEE

CIVIL SHEETS

2" CLR. TYP.

CONCRETE PAVING, SEE

CIVIL SHEETS

VARIES 5'/4 1/2" MAX.

6" TYP.

CONCRETE WALL,

FOUNDATION OR