S02_Attachment - ASI 1 Part 3.pdf

SALISBURY NATIONAL

CEMETERY ANNEX II

BRICK PIER BELOW

26' 23'-35 8"

3'-35 8" 16'-83

8"

2' -1

15 8"

35'-01 2"

CONCRETE CURB

AND GUTTER -

MOUNTABLE

LS-501

STEEL PICKET CANTILEVER SLIDE GATE

(CLOSED POSITION)

LS-504

BRICK WALL BELOWBRICK PIER BELOW

STEEL PICKET

FENCE

LS-504

STEEL PICKET

SINGLE SWING

GATE

LS-504

CONCRETE

PAVEMENT

(STANDARD DUTY)

LS-501

STEEL PICKET

FENCE

LS-504

AUTOMATIC GATE OPERATOR -

REFER TO ELECTRICAL DRAWINGS

-COORDINATE LOCATION WITH

GATE POSTS STEEL CANTILEVER SLIDE GATE

(OPEN POSITION)

BITUMINOUS PAVING

PLAN VIEW

BRICK

VENEER

BRICK ROWLOCK WATERTABLE COURSE

BRICK VENEER

BRICK VENEER

24" DIA BRONZE BAS

RELIEF VA SEAL

BRICK VENEER

STEEL PICKET

CANTILEVER SLIDE GATE

(CLOSED POSITION)

LS-504

ROAD CENTERLINE

10" HT. CAST ALUMINUM

LETTERING

STEEL PICKET

FENCE

LS-504

FRONT ELEVATION

STEEL PICKET

SINGLE SWING

GATE

LS-504

STEEL PICKET

FENCE

LS-504

GATE IN OPEN POSITION

BASE OF BRICK PIER BELOW BASE OF BRICK WALL BELOWBASE OF BRICK WALL BELOW

LS-503

ENTRANCE

WALL-STONE CAP

LS-503ENTRANCE

WALL-STONE CAP

LS-503

ENTRANCE

WALL-STONE CAP

LS-503

ROAD CENTERLINE

ENTRANCE

WALL-STONE CAP

LS-503

ENTRANCE

WALL-STONE CAP

LS-503

ENTRANCE

WALL-STONE CAP

LS-503

LS-503

LS-503

LS-503

CONCRETE

PAVEMENT

(STANDARD DUTY)

LS-501

8"

3'-35 8"

2' -3

5 8"

2'-75 8"

2' -1

15 8"

3'-35 8"

2' -3

5 8"

2'-75 8"

1' -4

1'-8"

1' -4

1' -4

BRICK ROWLOCK WATERTABLE COURSE

23'-35 8"

3'-35 8"

2' -3

5 8"

1' -7

5 8"

2' -3

5 8"

1'

2' -1

15 8"

3'-35 8"

1' -4

1'-8"

2' -1

15 8"

3'-35 8"

2' -3

5 8"

BRICK VENEER

BRICK ROWLOCK

WATERTABLE COURSE

BRICK VENEER

BRICK ROWLOCK WATERTABLE

- INSIDE CORNER, TYP.

BRICK ROWLOCK WATERTABLE

- OUTSIDE CORNER - TYP.

REINFORCED CONCRETE

FOUNDATION - REFER TO

STRUCTURAL DRAWINGS

TOF 672.72

TW PIER 681.05TW PIER 681.05

BW 674.29

BW 673.80

BW 674.29

TOF 672.72

PLAN-SECTION - LOWER

BRICK COURSE

PLAN-SECTION - ROWLOCK

WATERTABLE BRICK

COURSE

PLAN-SECTION - UPPER BRICK COURSE

1'-8"

1' -4

8"

8" 83

8"

STONE VENEER

SIGN PANEL

LS-503

LS-503

STONE VENEER SIGN PANEL

LS-503

2"

3'-35 8"

2"

TW 680.38

CONCRETE WALL

2' -1

15 8"

REINFORCED CONCRETE

FOUNDATION BELOW -

REFER TO STRUCTURAL

DRAWINGS

4' -8

5'

4'

25'

15' 5'

18'-4"

1'-8"1'-8"

BRICK VENEER

CONCRETE WALL

REINFORCED

CONCRETE

FOUNDATION

BELOW - REFER

TO STRUCTURAL

DRAWINGS

5'

4' -8

CONCRETE

MOW STRIP

LS-504

LAYOUT POINT AS

SHOWN ON PLANS -

CENTER OF PIER

LAYOUT POINT AS

SHOWN ON PLANS -

CENTER OF PIER

LAYOUT POINT AS

SHOWN ON PLANS -

CENTER OF PIER

SAFETY SHIELD -

ATTACH TO BRICK PIER

WARNING SIGN - ATTACH TO POST

WARNING SIGN -

ATTACH TO KEYPAD

WARNING SIGN

SAFETY SHIELD -

ATTACH TO BRICK PIER

SAFETY SHIELD -

ATTACH TO BRICK PIER

SAFETY SHIELD -

ATTACH TO BRICK WALL

SAFETY SHIELD REQUIRED

IF OPENING EXCEEDS 2-1/4"

GATE MOUNTING POST

SAFETY SHIELD -

ATTACH TO

BRICK WALL OR PIER SLIDE GATE

NOTES:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. FINISH: BLACK.

SAFETY SHIELD

5'-115 8"

2'

3/8" JOINT BETWEEN CAPS WITH BACKER ROD

& SEALANT, TYP. ALIGN WITH BRICK MORTAR

JOINT BELOW

3/8" JOINT BETWEEN CAP AND

BRICK PIER WITH BACKER ROD

& SEALANT

3/8" JOINT BETWEEN CAP AND

BRICK PIER WITH BACKER

ROD & SEALANT

BRICK PIER BELOW

ENTRANCE

WALL-STONE CAP

LS-503

BRICK WALL BELOW

BASE OF BRICK WALL BELOW

ENTRANCE

WALL-STONE CAP

LS-503 BASE OF BRICK WALL BELOW

BRICK PIER BELOW

ENTRANCE

WALL-STONE CAP

LS-503

2' -1

0"

3'-2" 3'-2"

2' -1

0"

17'-43 8"

BASE OF BRICK WALL BELOW

5'-75 8"5'-75

8"

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery

REG

IS

TE

R E

D L A ND S CA PE ARCH

ITECT

N O R T H C A R O LI N A

K A R A R O G G E N K A MP

2355X X

LS-502

Salisbury National Cemetery Annex II

2024-07-26 AW

CEMETERY ENTRANCE DETAILS

KR

BID SET

876CM3025

SCALE:

CEMETERY ENTRANCE

3/8" = 1'-0"1

SCALE:

ENTRANCE WALL - CAP PLAN

3/4" = 1'-0"2

ASI #1 2025-03-101

SIDE VIEW TOP VIEWFRONT VIEW

DETAIL C: POST MOUNT OPTION

ISO VIEW

DETAIL B

A

A

BB

SIDE VIEWFRONT VIEW

DETAIL D: TOP POST MOUNT

TOP VIEW

DETAIL A

ISO VIEW

FENCE

POST

GATE MOUNTING POST

GATE

HEIGHT

6'

POST

CENTER

PER MANUFACTURER

5'-0"

2"

5"

CONCRETE FOOTING (TYP.)

-REFER TO STRUCTURAL DRAWINGS

4" TYP

C

D

A

B

6 3

16" ℄ OF BTM CARRIAGE

TO FACE OF POST

GATE OPENING

26'-0"

FENCE

POST

GATE RECEIVER

POST

GATE MOUNTING POST

FRONT ELEVATIONSIDE ELEVATION

PLAN

NOTE:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. FINISH: BLACK.

3. PROVIDE ALL COMPONENTS

REQUIRED TO COMPLY WITH

UL 325.

6"

SCREENING KIT- ATTACH TO BACK SIDE OF GATE

(OPENINGS SHALL NOT EXCEED 2-1/4")

BASE MATERIAL

UNIFORM ZINC COATING

(HOT DIP)

ZINC PHOSPHATE COATING

EPOXY PRIMER

16"

2"

ACRYLIC TOPCOAT

2"

2" TYP.

6' -0

5'

-0

4"

RAIL

16" TYPICAL

8'-0" O.C.

RAIL ATTACHMENT

BRACKET

4" X 18GA. SQUARE

STEEL PICKET

2" X 16GA. SQUARE

STEEL POST

2" RAIL CHANNEL

(SEE CROSS- SECTION)

NO EXPOSED WELDS,

GOOD NEIGHBOR

PROFILE - SAME

APPEARANCE ON

BOTH SIDES

RAIL HIGH STRENGTH

ARCHITECTURAL

SHAPE.

RAKING DIRECTIONAL

ARROW WELDED PANEL

CAN BE RAKED 30"

OVER 8' WITH ARROW

POINTING DOWN

GRADE.

RAIL CROSS SECTION ENLARGEMENT

N.T.S.

RAIL AND PICKET

N.T.S.

CONCRETE FOOTING

REFER TO STRUCTURAL DRAWINGS

FINISH

GRADE

FRONT ELEVATION

COMPACTED AGGREGATE

5" 4"

(2) #4 BARS CENTERED

IN SLAB

CONCRETE MOW

STRIP

LS-504

NOTE:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. FINISH: BLACK

6"

16" TYP.

2" 4"

6'-0"

5'-0"

2"

NOM.

3" (LATCH

CLEARANCE) 2" (HINGE CLEARANCE)2" (HINGE

CLEARANCE)

12'-0"

POST CAP

4" SQ. X 11 GA. GATE

POST

4" SQ. X 18 GA.

PICKET

WELD ON BOX HINGE

GATE UPRIGHT

4" X 14 GA.

2" RAIL

(SEE CROSS- SECTION

ON PANEL DRAWING)

4" X 18 GA. SQUARE

STEEL PICKET

CONCRETE FOOTING (TYP.)

- REFER TO STRUCTURAL

DRAWINGS

NOTE:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. GATE FINISH TO MATCH FENCE

ELEVATION

DROP BAR 6

LS-504

6"

16" TYP.

2"

4"

6'-0"

5'-0"

2"

3" (LATCH

CLEARANCE)

2" (HINGE

CLEARANCE)4'-11

2"

CONCRETE FOOTING (TYP.)

- REFER TO STRUCTURAL

DRAWINGS

GATE UPRIGHT

4" X 14 GA.

4" SQ. X 18 GA.

PICKET

WELD ON BOX

HINGE

2" RAIL

LOCKABLE LATCH COMPATIBLE WITH PANIC BAR

PROVIDE PANIC BAR ON INSIDE OF GATE

3" SQ. X 12 GA.

GATE POST

ELEVATION

NOTE:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. GATE FINISH TO MATCH FENCE6"

12"

CONCRETE

FOOTING

FINISH

GRADE

4,000 PSI CONCRETE

MOW STRIP

SLOPE TOP W/ GRADE

BROOM FINISH

(2) #4 REBAR

2" CLEAR

FENCE POST

FENCE PICKET

5"

12"

FENCE POST

FENCE RAIL

8" SAW CUT

CONTROL JOINT

@ 18" O.C.

NOTE:

PROVIDE EXPANSION JOINTS AT 30' O.C. MAX.

SECTION

PLAN

FENCE PICKET

2'-0"

4X PIPE

SLEEVE

2" DIA. GALVANIZED STEEL PIPE

SLEEVE TO RECEIVE DROP BAR.

SET ON TOP OF AGGREGATE

SUBBASE FOR DRAINAGE

AGGREGATE

SUBBASE

CONCRETE FOOTING, FORM TOP 6"

- POUR NEAT

FINISHED GRADE - SEE PLANS

SECTION

6"

2% WASH

1" DIA DROP BAR

ATTACHED TO GATE

UPRIGHT

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery

REG

IS

TE

R E

D L A ND S CA PE ARCH

ITECT

N O R T H C A R O LI N A

K A R A R O G G E N K A MP

2355X X

LS-504

Salisbury National Cemetery Annex II

2024-07-26 AW

FENCE & GATE DETAILS

KR

BID SET

876CM3025

SCALE:

STEEL PICKET CANTILEVER SLIDE GATE

1/2" = 1'-0"1

SCALE:

STEEL PICKET FENCE WITH MOW STRIP

3/4" = 1'-0"2

SCALE:

STEEL PICKET DOUBLE SWING GATE

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

STEEL PICKET SINGLE SWING GATE

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

CONCRETE MOW STRIP

1" = 1'-0"5 SCALE:

DROP BAR

1 1/2" = 1'-0"6

ASI #1 2025-03-101

8' -0

8'-0" MAX SPACING

ELEVATION

FINISHED GRADE

- SEE PLANS

2" C

LR

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. FINISH:

2.1. FABRIC: FUSED AND BONDED BLACK POLYMER COATING OVER ZINC COATING.

2.2. FRAMEWORK AND ACCESSORIES: BLACK POLYMER COATING OVER ZINC COATING.

3. PROVIDE BLACK VINYL WINGED PRIVACY SLATS FOR ALL FENCE SECTIONS

4. WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND TOWARD FENCE TO PREVENT SNAGGING.

TURNBUCKLE

CONCRETE FOOTING - REFER

TO STRUCTURAL DRAWINGS

ADJUSTABLE TRUSS ROD

BOTTOM SELVAGE KNUCKLED

1-5/8" SCHEDULE 40

BOTTOM RAIL

TENSION WIRE

HOG RING - SPACING 24" O.C.,

ON TIE WITHIN 8" OF EACH POST

LINE POST TIE (TYP), 6 TIES PER

POST. SEE NOTE #4

1-5/8" SCHEDULE 40 BRACE RAIL

AT END AND CORNER POSTS

TENSION BAR

4" SCHEDULE 40 ROUND LINE

POST

1-5/8" SCHEDULE 40 TOP RAIL

LINE POST LOOP CAP (TYP)

CHAIN LINK FABRIC, SELVAGE

KNUCKLE FINISH

RAIL TIE (TYP), SPACING - 24"

O.C., ONE TIE WITHIN 8" OF

EACH POST. SEE NOTE #3

4" SCHEDULE 40 END &

CORNER POST

DOME POST TOP

WINGED PRIVACY SLATS

8' -0

6"

10'-0"

ELEVATION

FINISH GRADE

2" C

LR

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. FINISH:

2.1. FABRIC: FUSED AND BONDED BLACK POLYMER COATING OVER ZINC COATING.

2.2. FRAMEWORK AND ACCESSORIES: BLACK POLYMER COATING OVER ZINC COATING.

3. WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND TOWARD FENCE TO PREVENT SNAGGING.

TURNBUCKLE CONCRETE

FOOTING -

REFER TO

STRUCTURAL

DRAWINGS

ADJUSTABLE

TRUSS ROD 1-5/8" O.D. SCH 40

BOTTOM RAIL

LINE POST TIE (TYP), 6 TIES

PER POST. SEE NOTE #3

1-5/8" O.D. SCH 40 BRACE

RAIL AT END AND CORNER

POSTS

TENSION BAR

2-3/8" O.D. SCH 40 ROUND

LINE POST

1-5/8" O.D. SCH 40 TOP RAIL

LINE POST LOOP CAP (TYP)

CHAIN LINK FABRIC, SELVAGE

KNUCKLE FINISH TOP AND

BOTTOM

RAIL TIE (TYP), SPACING - 24" O.C., ONE TIE

WITHIN 8" OF EACH POST. SEE NOTE #3

4" O.D. SCH 40 END &

CORNER POST

DOME POST TOP

6' -0

SECTION - POST FOOTING

SLOPE TO DRAIN

FORM TOP 6" MIN. -

POUR NEAT, CLEAN

UP ALL DEBRIS

FENCE POST

CONCRETE

FOOTING -

REFER TO

STRUCTURAL

DRAWINGS

FINISHED GRADE

5' -0

6"

8' -0

GATE OPENING

18'-0"

1 2"

1' -1

13 16

2"

6" SQUARE

GATE MOUNTING POSTSPOST

POST

FENCE

LINE

FENCE

DETAIL A DETAIL B

DETAIL C

POST

5' -0

31’-0-1/2”

ELEVATION SECTION

PLAN

TOP VIEWSIDE VIEWFRONT VIEW

ISO VIEW ISO VIEW

DETAIL A DETAIL B

DETAIL C

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. FINISH:

2.1. FABRIC: FUSED AND BONDED BLACK POLYMER COATING OVER ZINC COATING.

2.2. FRAMEWORK AND ACCESSORIES: BLACK POLYMER COATING OVER ZINC COATING.

3. PROVIDE BLACK VINYL WINGED PRIVACY SLATS FOR ALL FENCE SECTIONS

4. WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND TOWARD FENCE TO PREVENT SNAGGING.

WINGED PRIVACY SLATS

CAST IN PLACE CONCRETE FOOTING

- REFER TO STRUCTURAL

6"

2" 6'

-0

4"

(TYP)

3"

1"

NOTES:

1. GATES WILL BE MANUALLY OPERATED.

2. FENCING, POSTS, RAILS, CONNECTORS,

ETC. TO MATCH ADJACENT FENCING.

3. FINISH

3.1. FABRIC: FUSED AND BONDED

BLACK POLYMER COATING OVER

ZINC COATING

3.2. FRAMEWORK AND ACCESSORIES:

BLACK POLYMER COATING OVER

ZINC COATING

SECTION

PLAN

12'-0" TYP.

32'-0" AT PIPELINE

CROSSINGS

FINISHED GRADE - SEE PLANS

ALL JOINTS WELDED TO MAKE A

SOLID FRAME

FULCRUM LATCH W/ STRIKE STRAP

CHAIN LINK FABRIC

DOME POST TOP (TYP)

GATE POST - 4" O.D. SCH 40 STEEL

FOR 12' GATES; 8-5/8" O.C. SCH 40

STEEL FOR 32' GATES

1-7/8" O.D. SCH 40 STEEL GATE FRAME

TRUSS ROD (TYP 2 SIDES)

TENSION BAR (TYP 4 SIDES)

GATE POST FOOTING - CAST IN

PLACE CONCRETE

- REFER TO STRUCTURAL

CL CL

DROP BAR (FOR 12' GATES ONLY -

OMIT FOR 32' GATES)

LS-504

FOR GATE LEAVES OVER 6' WIDE:

1-7/8" O.D. SCH 40 HORIZONTAL

FOR GATE LEAVES OVER 6' WIDE:

1-7/8" O.D. SCH 40 VERTICAL, 2 PER LEAF

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

S. McCoy Rd. and Old Wilkesboro Rd. , Salisbury, NC 28144 Salisbury National Cemetery

REG

IS

TE

R E

D L A ND S CA PE ARCH

ITECT

N O R T H C A R O LI N A

K A R A R O G G E N K A MP

2355X X

LS-506

Salisbury National Cemetery Annex II

2024-07-26 AW

FENCE & GATE DETAILS

KR

BID SET

876CM3025

SCALE:

8' HT. CHAIN LINK FENCE WITH SLATS

1/2" = 1'-0"1

SCALE:

6' HT. CHAIN LINK FENCE

1/2" = 1'-0"2

SCALE:

CHAIN LINK CANTILEVER SLIDE GATE (MANUAL)

1/2" = 1'-0"3 SCALE:

CHAIN LINK DOUBLE SWING GATE

1/2" = 1'-0"4

ASI #1 2025-03-101

REF. FROM ARCHITECTFOR S-106BASE MATERIALUNIFORM ZINC COATING(HOT DIP)ZINC PHOSPHATE COATINGEPOXY PRIMER1716"112"ACRYLIC TOPCOAT912"2" TYP.6'-0"36" MIN.4"RAIL31516" TYPICAL8'-0" O.C.RAIL ATTACHMENT BRACKET34" X 18GA. SQUARE STEEL PICKET212" X 16GA. SQUARE STEEL POST112" RAIL CHANNEL(SEE CROSS- SECTION)NO EXPOSED WELDS,GOOD NEIGHBOR PROFILE - SAMEAPPEARANCE ON BOTH SIDESRAILHIGH STRENGTHARCHITECTURAL SHAPE.RAKING DIRECTIONAL ARROWWELDED PANEL CAN BE RAKED30" OVER 8' WITH ARROW POINTINGDOWN GRADE.RAIL CROSS SECTION ENLARGEMENTN.T.S.RAIL AND PICKETN.T.S.CONCRETE FOOTINGFINISH GRADE18" WIDE X 6" THICKCONCRETE MOW STRIP31516" TYP.912"4"6'-0"36" MIN.DEPTH2"NOM.3" (LATCHCLEARANCE)2"(HINGECLEARANCE)34" X 18GA. PICKETWELD ON BOX HINGEGATE UPRIGHT134" X 14 GA.POST SIZE VARIES WITH HEIGHT(SEE MONTAGE PLUS POST-SIZING CHART)TM112" MONTAGE PLUS RAIL(SEE CROSS- SECTION ON PANEL DRAWING)4'-112"SIDE VIEWTOP VIEWFRONT VIEWDETAIL C: POST MOUNT OPTIONISO VIEWDETAIL BAABBSIDE VIEWFRONT VIEWDETAIL D: TOP POST MOUNTTOP VIEWDETAIL AISO VIEWFENCEPOSTGATE MOUNTING POSTGATEHEIGHT4' TO 10'POSTCENTERVARIESPER MANUFACTURER4'MIN2"5"4x POSTSIZE334" TYPCDAB6316" OFBTMCARRIAGETO FACEOF POST1212"GATE OPENING26'-0"FENCEPOSTGATE RECEIVERPOSTGATE MOUNTINGPOST31516" TYP.912"4"6'-0"36" MIN. DEPTH2"NOM.3"(LATCHCLEARANCE)2" (HINGE CLEARANCE)2" (HINGECLEARANCE)12'-0"POST CAP3" SQUARE X 12 GAUGEGATE POST34" SQUARE X 18GA.PICKETWELD ON BOX HINGEGATE UPRIGHT134" X 14 GA.112" RAIL(SEE CROSS- SECTIONON PANEL DRAWING)34" X 18 GA. SQUARESTEEL PICKET8'-0"GATE OPENING18'-0"VARIES1012"1'-11316"512"GATE MOUNTING POSTSPOSTPOSTFENCELINEFENCE LINEDETAIL ADETAIL BDETAIL CFENCE POSTCHAIN LINK CANTILEVER GATE SPECIFICATION SUMMARYU.S.A. PATENT NO. 5,136,813Material: Aluminum (ASTM B221 - 6005-T5)Track: Proprietary Fast-Trak Extruded ShapeUprights and Diagonal Braces: 2" SquareCantilever Gate Hardware: Kit # TGKCDAmeristar's TransPort Ornamental Cantilever Gates are designed to be mounted on posts that are off-set from the fence line. By off-setting the gate posts, the gate will pass between the fence and themounting posts, keeping it from falling in the event of a track or hardware failure (a requirement of ASTMF2200).48"Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.31’-0-1/2”ELEVATIONSECTIONPLAN2"6'-0"9'-0"214"(TYP)3"1"NOTES:1.FOOTING (4)X POST WIDTH WITHMINIMUM DEPTH OF 36".2.GATES WILL BE MANUALLY OPERATED.3.FENCING, POSTS, RAILS, CONNECTORS,ETC. TO BE VINYL CLAD, BLACK INCOLOR.SECTIONPLAN3'-0"6"12'-0"FINISHED GRADE - SEE PLANSALL JOINTS WELDED TO MAKE ASOLID FRAMEFULCRUM LATCH W/ STRIKE STRAPCHAIN LINK FABRICDOME POST TOP (TYP)GATE POST2" SQ GATE FRAMETRUSS ROD (TYP 2 SIDES)TENSION BAR (TYP 4 SIDES)FENCE POST FOOTING1 1/2" SQ INTERIOR UPRIGHT(TYP 2 PLACES)CLCLGATE DROP BAR AND STOP10'-0"ELEVATIONFINISH GRADE2" CLR.NOTES:1.SUBMIT COMPLETE SHOP DRAWINGS.2.FINISH:2.1.FABRIC: FUSED AND BONDED BLACK POLYMER COATING OVER ZINC COATING.2.2.FRAMEWORK AND ACCESSORIES: BLACK POLYMER COATING OVER ZINC COATING.3.WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND TOWARD FENCE TO PREVENT SNAGGING.TURNBUCKLEPOST FOOTING- SEE SECTIONADJUSTABLETRUSS ROD1-5/8" O.D. SCH 40BOTTOM RAILLINE POST TIE (TYP), 6 TIESPER POST. SEE NOTE #31-5/8" O.D. SCH 40 BRACERAIL AT END AND CORNERPOSTSTENSION BAR2-3/8" O.D. SCH 40 ROUNDLINE POST1-5/8" O.D. SCH 40 TOP RAILLINE POST LOOP CAP (TYP)CHAIN LINK FABRIC, SELVAGEKNUCKLE FINISH TOP ANDBOTTOMRAIL TIE (TYP), SPACING - 24" O.C., ONE TIEWITHIN 8" OF EACH POST. SEE NOTE #34" O.D. SCH 40 END &CORNER POSTDOME POST TOP6'-0"SEE CHARTSEE CHARTSECTION - POST FOOTING6"FOOTING SIZE CHART:POSTFOOTINGFOOTINGO.D. (ACTUAL)DEPTHDIAMETER2-3/8"3'-6"12"2-7/8"3'-6"15"3-1/2" 4'18"4"5'18"SLOPE TO DRAINFORM TOP 6" MIN. -POUR NEAT, CLEANUP ALL DEBRISFENCE POST4,500 PSI AIRENTRAINEDCONCRETEFOOTINGFINISHED GRADE8'-0"8'-0" MAX SPACINGELEVATIONFINISHED GRADE- SEE PLANS2" CLR.NOTES:1.SUBMIT COMPLETE SHOP DRAWINGS.2.FINISH:2.1.FABRIC: FUSED AND BONDED BLACK POLYMER COATING OVER ZINC COATING.2.2.FRAMEWORK AND ACCESSORIES: BLACK POLYMER COATING OVER ZINC COATING.3.PROVIDE BLACK VINYL WINGED PRIVACY SLATS FOR ALL FENCE SECTIONS4.WIRE TIES TO BE TWISTED SO THAT ENDS ARE TURNED DOWN AND TOWARD FENCE TO PREVENT SNAGGING.6'-5"1'-6"SECTION - POST FOOTING (NOT TO SCALE)6"TURNBUCKLEPOST FOOTING- SEE SECTIONADJUSTABLETRUSS RODBOTTOM SELVAGEKNUCKLED1-5/8" SCHEDULE 40BOTTOM RAILTENSION WIREHOG RING - SPACING 24" O.C.,ON TIE WITHIN 8" OF EACH POSTLINE POST TIE (TYP), 6 TIES PERPOST. SEE NOTE #31-5/8" SCHEDULE 40 BRACE RAILAT END AND CORNER POSTSTENSION BAR4" SCHEDULE 40 ROUND LINEPOST1-5/8" SCHEDULE 40 TOP RAILLINE POST LOOP CAP (TYP)CHAIN LINK FABRIC, SELVAGEKNUCKLE FINISHRAIL TIE (TYP), SPACING - 24"O.C., ONE TIE WITHIN 8" OFEACH POST. SEE NOTE #34" SCHEDULE 40 END &CORNER POSTDOME POST TOPSLOPE TO DRAINFORM TOP 6" MIN. - POURNEAT, CLEAN UP ALL DEBRIS4,500 PSI AIR ENTRAINEDCONCRETE FOOTINGFINISHED GRADEWINGED PRIVACY SLATSPROVIDE #4 REINFORCINGBAR IN 12" ROUNDCONTINUOUS SHAPESCENTERED ON THE POST;STARTING 3" BELOW THETOP; ENDING 3" ABOVE THEBOTTOM; SPACED AT 18"INTERVALSISOLATION JOINT#####################################SEE LS-506 FORFENCE HEIGHTSEE LS-506 FORFENCE HEIGHTSEE LS-506 FORFENCE HEIGHTSEE LS-506 FORFENCE HEIGHTFINISHGRADEFINISH GRADEFINISH GRADEFINISH GRADEGATE MOUNTING POSTFENCEPOSTGATE RECEIVERPOSTGATE MOUNTINGPOSTFINISH GRADECONCRETE MOWSTRIP WHEREREQUIRED BYGRADING/LANDSCAPEDRAWINGSPROVIDE 15"Ø SONOTUBE FOUNDATIONS AT ALL ENTRANCE GATE POSTSREFER TO MANUF. FORPOSTLOCATIONSFENCEPOST5'-0"6"·PROVIDE 15"Ø SONOTUBE FOUNDATIONS AT ALL POST LOCATIONS5'-0"6"·THIS DETAIL IS FOR THE IDENTIFICATION OF FENCE POSTFOUNDATION SIZES - REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF FENCE ELEMENTS·PROVIDE #4 (x 9"Ø) CIRCULAR TIES SPACEDAT 12" O.C. - FIRST TIE TO BE LOCATED 3"BELOW BOTTOM OF MOW STRIP·PROVIDE #4 (x 9"Ø) CIRCULAR TIES SPACED AT 12" O.C. -FIRST TIE TO BE LOCATED 3" BELOW GRADE8'-0"6"·PROVIDE #4 (x 18"Ø) CIRCULARTIES SPACED AT 12" O.C. - FIRSTTIE TO BE LOCATED 3" BELOWBOTTOM OF MOW STRIP·PROVIDE 24"Ø SONOTUBEFOUNDATIONS AT ALL POSTLOCATIONS5'-0"6"·REFER TO LANDSCAPEDRAWINGS FOR EXACTLAYOUTS OF FENCEELEMENTS·PROVIDE #4 (x 9"Ø) CIRCULARTIES SPACED AT 12" O.C. - FIRSTTIE TO BE LOCATED 3" BELOWBOTTOM OF MOW STRIP·PROVIDE 15"Ø SONOTUBEFOUNDATIONS AT ALL POSTLOCATIONS·REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF FENCE ELEMENTS5'-0"6"·PROVIDE #4 (x 9"Ø) CIRCULAR TIES SPACEDAT 12" O.C. - FIRST TIE TO BE LOCATED 3"BELOW BOTTOM OF MOW STRIP·PROVIDE 15"Ø SONOTUBE FOUNDATIONSAT ALL POST LOCATIONS·REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF FENCE ELEMENTSNOTE 56"·REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF FENCE ELEMENTSSEE LS-506 FORFENCE HEIGHTFINISHGRADE6'-0"6"·PROVIDE #4 (x 9"Ø) CIRCULARTIES SPACED AT 12" O.C. - FIRSTTIE TO BE LOCATED 3" BELOWBOTTOM OF MOW STRIP·PROVIDE 15"Ø SONOTUBEFOUNDATIONS AT ALL POSTLOCATIONS·REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF FENCE ELEMENTS3'-0"6"·PROVIDE #4 (x 12"Ø) CIRCULAR TIES SPACEDAT 12" O.C. - FIRST TIE TO BE LOCATED 3"BELOW BOTTOM OF MOW STRIP·PROVIDE 18"Ø SONOTUBEFOUNDATIONS AT ALLWOOD RAIL POSTLOCATIONS·REFER TO LANDSCAPE DRAWINGS FOREXACT LAYOUTS OF RAIL ELEMENTSFINISH GRADEREFER TO LS-502 FORINFORMATION ANDREQUIREMENTS ATRAIL AND POSTSNOTES:1.AT 12 FOOT GATES PROVIDE 15"Ø SONOTUBEFOUNDATIONS AT ALL POST LOCATIONS2.AT 12 FOOT GATES PROVIDE #4 (x 9"Ø) CIRCULAR TIESSPACED AT 12" O.C. - FIRST TIE TO BE LOCATED 3" BELOWBOTTOM OF MOW STRIP3.AT 32 FOOT GATES PROVIDE 24" DIA. PIER FOUNDATIONS ATPOSTS WITH ONLY THE TOP 6" FORMED.4.AT 32 FOOT GATES, REINFORCE PIER FOUNDATIONS WITH#4 X 18" DIA. CIRCULAR TIES @ 12" O.C. - FIRST TIE TO BELOCATED 3" BELOW BOTTOM OF MOW STRIP.5.5'-0" @ 12 FOOT GATE, TYPICAL AT POSTS AND AT CENTERLOCK POSITION. 8'-0" @ 32 FOOT GATE, TYPICAL AT POSTS.PIERS ARE NOT REQUIRED AT CENTER LOCK POSITION FOR32 FOOT GATES.DESIGN OF GATES,CONNECTIONS, BRACING ANDRESTRAINT, BY OTHERS.COORDINATE SPACING TO SUIT GATE WIDTHPER SITE/CIVIL ENGINEERING DRAWINGS -GATES INCLUDE 12 FOOT WIDTH LOCATIONS (2 -6'-0" GATE SECTONS) AND 32 FOOT WIDTHLOCATIONS (2- 16'-0" GATE SECTIONS).

SE

E

LS

-5

F

O R

FE

N

C E

H

EI

G H

T

FINISH GRADE

N O

TE

6"

· REFER TO LANDSCAPE DRAWINGS FOR

EXACT LAYOUTS OF FENCE ELEMENTS

NOTES:

1. AT 12 FOOT GATES PROVIDE 15"Ø SONOTUBE

FOUNDATIONS AT ALL POST LOCATIONS

2. AT 12 FOOT GATES PROVIDE #4 (x 9"Ø) CIRCULAR TIES

SPACED AT 12" O.C. - FIRST TIE TO BE LOCATED 3" BELOW

BOTTOM OF MOW STRIP

3. AT 32 FOOT GATES PROVIDE 24" DIA. PIER FOUNDATIONS AT

POSTS WITH ONLY THE TOP 6" FORMED.

4. AT 32 FOOT GATES, REINFORCE PIER FOUNDATIONS WITH

#4 X 18" DIA. CIRCULAR TIES @ 12" O.C. - FIRST TIE TO BE

LOCATED 3" BELOW BOTTOM OF MOW STRIP.

5. 5'-0" @ 12 FOOT GATE, TYPICAL AT POSTS AND AT CENTER

LOCK POSITION. 8'-0" @ 32 FOOT GATE, TYPICAL AT POSTS.

PIERS ARE NOT REQUIRED AT CENTER LOCK POSITION FOR

32 FOOT GATES.

DESIGN OF GATES,

CONNECTIONS, BRACING AND

RESTRAINT, BY OTHERS.

COORDINATE SPACING TO SUIT GATE WIDTH

PER SITE/CIVIL ENGINEERING DRAWINGS -

GATES INCLUDE 12 FOOT WIDTH LOCATIONS (2 -

6'-0" GATE SECTONS) AND 32 FOOT WIDTH

LOCATIONS (2- 16'-0" GATE SECTIONS).

SE

E

LS

-5

F

O R

FE

N

C E

H

EI

G H

T

FINISH GRADE

5' -0

6"

· PROVIDE #4 (x 9"Ø) CIRCULAR TIES SPACED

AT 12" O.C. - FIRST TIE TO BE LOCATED 3"

BELOW BOTTOM OF MOW STRIP

· PROVIDE 15"Ø SONOTUBE FOUNDATIONS

AT ALL POST LOCATIONS

· REFER TO LANDSCAPE DRAWINGS FOR

EXACT LAYOUTS OF FENCE ELEMENTS

SE

E

LS

-5

F

O R

FE

N

C E

H

EI

G H

T

SE

E

LS

-5

F

O R

FE

N

C E

H

EI

G H

T

FINISH

GRADE FINISH GRADE

8' -0

6"

· PROVIDE #4 (x 18"Ø) CIRCULAR

TIES SPACED AT 12" O.C. - FIRST

TIE TO BE LOCATED 3" BELOW

BOTTOM OF MOW STRIP

· PROVIDE 24"Ø SONOTUBE

FOUNDATIONS AT ALL POST

LOCATIONS 5'

-0

6"

· REFER TO LANDSCAPE

DRAWINGS FOR EXACT

LAYOUTS OF FENCE

ELEMENTS

· PROVIDE #4 (x 9"Ø) CIRCULAR

TIES SPACED AT 12" O.C. - FIRST

TIE TO BE LOCATED 3" BELOW

BOTTOM OF MOW STRIP

· PROVIDE 15"Ø SONOTUBE

FOUNDATIONS AT ALL POST

LOCATIONS

· REFER TO LANDSCAPE DRAWINGS FOR

EXACT LAYOUTS OF FENCE ELEMENTS

SE

E

LS

-5

F

O R

FE

N

C E

H

EI

G H

T

FINISH

GRADE

6' -0

6"

· PROVIDE #4 (x 9"Ø) CIRCULAR

TIES SPACED AT 12" O.C. - FIRST

TIE TO BE LOCATED 3" BELOW

BOTTOM OF MOW STRIP

· PROVIDE 15"Ø SONOTUBE

FOUNDATIONS AT ALL POST

LOCATIONS

· REFER TO LANDSCAPE DRAWINGS FOR

EXACT LAYOUTS OF FENCE ELEMENTS

S-106

CRSPDB

NORTH

1/2" = 1'-0"1 8' CHAIN LINK FENCE (WITH SLATS) FOUNDATION

1/2" = 1'-0"3 6' CHAIN LINK FENCE (NO SLATS) FOUNDATION

1/2" = 1'-0"4 CHAIN LINK CANTILEVER SLIDE GATE (MANUAL) FOUNDATION

1/2" = 1'-0"5 CHAIN LINK DOUBLE SWING GATE FOUNDATION

1/2" = 1'-0"2 8' CHAIN LINK FENCE (NO SLATS) FOUNDATION

CHAIN LINK FENCE FOUNDATIONS

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

Salisbury National Cemetery Annex II

Salisbury National Cemetery 501 Statesville Blvd, Salisbury, NC 28144

2024-07-26

876CM3025

BID SET

1 ASI #1 2025-03-10

03/19/2025

Brian Kraynak

From: SVC_DoNotReply-DEQPermits <DoNotReply-DEQPermits@deq.nc.gov> Sent: Saturday, December 21, 2024 1:33 PM To: Borgman, Michael; Brian Kraynak Cc: Ferry, Abel Subject: [External Email] NCDEQ Erosion & Sedimentation Control Letter of Plan Approval with

Modifications Needed CRM:0428030 Attachments: Certificate of Approval - Friday, December 20, 2024 509 PM (1).pdf; Application Report -

Saturday, December 21, 2024 126 PM.pdf

***From IT@KCI.COM 410-316-7820 *** This is an External Email from outside of KCI.***

North Carolina Department of Environmental Quality

Division of Energy, Mineral & Land Resources

Land Quality Section

Roy Cooper Governor Mary Penny Kelley Secretary William Vinson Jr. (Acting) Director

12-21-2024

LETTER OF APPROVAL WITH MODIFICATIONS

Michael Borgman 411 W Rosemary Ln Falls Church, VA 22046

RE: Project Name: South McCoy Road, Salisbury NC 28144

Acres Approved: 10.61

Application ID: PA-006403

Permit Number: ROWAN-2025-0113

Address: S McCoy Rd

City: Salisbury

County: Rowan

River Basin: Yadkin - Pee Dee

Stream Classification: C: Aquatic Life, Secondary Contact Recreation, Fresh water

Plan Type: New Plan

Dear Michael Borgman, This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable with modifications and hereby issue this Letter of Approval with Modifications. The Modifications Required for Approval are listed on the attached page. The Certificate of Approval must be posted at the job site. Please see the attached Application Report (FRO form), Letter of Approval (LOA) and the Certificate of Approval (COA), if applicable. This plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.

The attached, signed, digital copy of the letter may be used to submit with your electronic Notice of Intent (eNOI) in order to receive your Certificate of Coverage (COC). As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the NCG010000 Construction General Permit. After the form is reviewed and found to be complete, you will receive a link with payment instructions for the $120 annual permit fee. After the fee is processed, you will receive the COC via email. As the Financially Responsible Party shown on the FRO form submitted for this project, you MUST obtain the COC prior to commencement of any land disturbing activity. The eNOI form may be accessed at deq.nc.gov/NCG01. Please direct questions about the eNOI form to the Stormwater Program staff in the Raleigh central office. If the owner/operator of this project changes in the future, the new responsible party must obtain a new COC.

Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the job site:

1. The approved E&SC plan as well as any approved deviation.

2. The NCG01 permit and the COC, once it is received.

3. Records of inspections made during the previous 12 months.

Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to ensure compliance with the approved plan.

North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of existing natural resources and adjoining properties. If, following the commencement of this project, the erosion and sedimentation control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to insure compliance with the Act.

Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land-disturbing activity. This approval does not supersede any other permit or approval.

Please note that this approval is based in part on the accuracy of the information provided in the Financial Responsibility/Ownership Form, which you provided. You are requested to file an amended form if there is any change in the information included on the form. This permit allows for a land-disturbance, as called for on the application and plan, not to exceed the approved acres. Exceeding the acreage can be a violation of this permit and may require a revised plan and additional application fee. In addition, it would be helpful if you notify this office of a change to the proposed starting date for this project.

Modifications Required for Approval:

1. Flow from the temporary diversion ditch to the south of temporary basin 3 must be passed through a minimum of 3 baffles.

2. Approval of this erosion and sedimentation control plan does not authorize impacts to wetlands, coastal marsh, streams, or other waters of the State or United States or supersede any other permitting requirement of any Federal, State, or local agency. This project may require USACE 404 permit and DWR 401 certifications prior to ground disturbance.

3. Emergency spillways for each basin must provide a minimum of 1 ft of freeboard.

4. Additional measures may be required - The applicant is responsible for the control of sediment on-site. If the approved erosion and sedimentation control measures prove insufficient, the applicant must take those additional steps necessary to stop sediment from leaving this site.

Your cooperation is appreciated.

Sincerely, North Carolina Department of Environmental Quality Division of Energy, Mineral & Land Resources Land Quality Section

Enclosures: Certificate of Approval Modifications Required for Approval

North Carolina Department of Environmental Quality | Division of Energy, Mineral and Land Resources Mooresville Regional Office | 610 East Center Avenue, Suite 301 | Mooresville NC, 28115 704-235-2100

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official.

`CERTIFICATE OF PLAN APPROVAL

The posting of this certificate certifies that an erosion and sedimentation control plan has been approved for this project by the North Carolina Department of Environmental Quality in accordance with North Carolina General Statute 113A – 57 (4) and 113A – 54 (d) (4) and North

Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c). This certificate must be posted at the primary entrance of the job site before construction begins and until establishment of permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter 4B.0127 (b).

Date of Plan Approval Project Number

Salisbury National Cemetery Annex II 35.683625, -80.493439

Abel Ferry

ROWAN-2025-0113

Assistant Regional Engineer

Project Name and Location

December 21, 2024

NCG01 Certificate of Coverage #