S02_Attachment - 876CM3025 Salisbury NC Annex II BID SET DRAWINGS-Bk06.pdf

FO MARKER

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GAS MARKER

GAS MARKER

2 STORY

MULTI-FAMILY

BRICK

BUILDING

SEWER MARKER

ZONE AE

ZONE AE

ZONE AE

0.2% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

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SEWER EASEMENT

S87°49'35"E

866.42'

S70°46'56"E 158.79'

N

°3 3'

"E

8.

(2) Quercus phellos

(8) Lagerstroemia x 'Osage'

(1) Betula nigra `Duraheat`

(1) Betula nigra `Duraheat`

(4) Nyssa sylvatica

(2) Quercus phellos

(5) Liriodendron tulipifera

CONTRACT OPTION 1

-REFER TO INSET PLAN

FOR BASE BID

(3) Magnolia acuminata

(1) Magnolia grandiflora

(1) Magnolia grandiflora 'Teddy Bear'

(3) Quercus laurifolia

(2) Quercus phellos

(8) Lagerstroemia x 'Osage'

(1) Betula nigra `Duraheat`

(1) Betula nigra `Duraheat`

(4) Nyssa sylvatica

(2) Quercus phellos

(5) Liriodendron tulipifera

CONTRACT OPTION 1

-REFER TO INSET PLAN

FOR BASE BID

(3) Magnolia acuminata

(1) Magnolia grandiflora

(1) Magnolia grandiflora 'Teddy Bear'

(3) Quercus laurifolia

6' C H

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BUILDING

SPLIT LEVEL

BRICK

BUILDING

2 STORY

BRICK

BUILDING

2 STORY

BRICK

BUILDING

2 STORYBRICKBUILDING

2 STORY

MULTI-FAMILY

BRICK

BUILDING

2 STORYMULTI-FAMILYBRICKBUILDING

2 STORY

MULTI-FAMILY

BRICK

BUILDING

2 STORY

MULTI-FAMILY

BRICK

BUILDING

2 STORYMULTI-FAMILYBRICKBUILDING

PAVER DRIVE

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SHED

ZONE AE

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ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

ZONE AE

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

0.2% ANNUAL CHANCE

FLOOD HAZARD

1% ANNUAL CHANCE

FLOOD HAZARD

MATCHLINE SHEET 13

MATCHLINE SHEET 8

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SEWER EASEMENT

30' SANITARYSEWER EASEMENT

20' SANITARY

SEWER EASEMENT

20' SANITARY

SEWER EASEMENT

20' SANITARY

SEWER EASEMENT

141' DUKE POWEREASEMENT

141' DUKE POWEREASEMENT

141' DUKE POWEREASEMENT

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(N C

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#2172)

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(N C

SR

#2172)

50' PU

BLIC

R /W

OLD WILKESBORO RD.

(NCSR #1703)

60' PUBLIC R/W

N70°37'53"W

366.38'

N70°37'53"W

1289.29'

N46°23'52"W

219.82'

N

°4 6'

"E

6.

S84°45'40"E 83.76' N89°51'27"E

134.76'

N76°06'22"E

133.77'

N63°19'00"E

132.25'

N57°37'48"E

122.01'

S88°02'54"E 171.93'

S87°49'35"E 866.42'

S70°46'56"E158.79'

N2 1°

'3

1" E

8.

S87°49'35"E 124.05'

S1 6°

'5

1" W

0.

S1 2°

'3

1" W

1.

S0 6°

'5

3" W

0.

S1 1°

'0

5" W

.9

2'

S0 1°

'3

3" E

2.

S0 7°

'4

5" E

.8

3'

S1 8°

'1

6" E

9.

S0 5°

'4

5" E

8.

S0 4°

'2

3" W

.3

3'

S1 3°

'2

4" W

0.

S1 3°

'0

7" W

2.

S0 6°

'3

4" W

1.

S2 6°

'43

"W

0.

N70°37'53"W

266.13'

N43°28'50"W 266.13'

N69°02'50"W

266.13'

N

°4 6'

"E

6.

13" ELM

18" PIN OAK

21" PIN OAK

12" CHERRY

19" CEDAR

16" CEDAR 15" ELM

12" GUM

12" POPLAR

33" SYC

12" GUM

22" ELM

14" ASH

14" ELM

25" BERCH

35" PIN OAK

17" SYC

17" POPLAR

13" CHERRY

25" PIN OAK

23" ELM

19" GUM

12" ELM

TWIN 12/13"

POPLAR

15" GUM

13" GUM

12" CHERRY

13" GUM

13" GUM

14" GUM

12" GUM

12" GUM

TWIN 15/17"

GUM

28" GUM

48" RED OAK

(2) Quercus phellos tulipifera

(2) Quercus phellos tulipifera

BOTANICAL /

COMMON NAME CONT SIZE REMARKS

TREES

11 Betula nigra `Duraheat`

Duraheat River Birch B & B 3" cal. Single-stem

8 Cladrastis kentukea American Yellowwood

B & B 2" cal.

6 Ilex opaca American Holly

B & B 8` ht.

3 Juniperus virginiana 'Burkii' Burkii Red Cedar

B & B 8` ht.

4 Lagerstroemia x 'Osage' Osage Crape Myrtle

B&B 6` ht.

16 Liriodendron tulipifera Tulip Tree

B & B 2" cal.

5 Magnolia acuminata Cucumbertree Magnolia

B & B 2.5"cal

14 Magnolia grandiflora Southern Magnolia

B & B 8` ht.

3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia

B & B 5` ht.

5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia

B & B 8` ht.

19 Nyssa sylvatica Black Gum

B & B 2" cal.

7 Pinus taeda Loblolly Pine

B & B 8` ht.

4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree

B & B 3" cal.

11 Quercus laurifolia Laurel Oak

B & B 3" cal.

13 Quercus phellos Willow Oak

B & B 3" cal.

13 Thuja plicata `Green Giant` Western Red Cedar

B & B 8` ht.

4 Lagerstroemia x 'Osage' Osage Crape Myrtle

B&B 6` ht. Contract Option #1

2 Nyssa sylvatica Black Gum

B & B 2" cal. Contract Option #1

SHRUBS

24 Ilex vomitoria 'Nana'

Dwarf Yaupon Holly B&B /

CONT

24"ht.

PLANT LIST

BOTANICAL /

COMMON NAME CONT SIZE REMARKS

TREES

11 Betula nigra `Duraheat`

Duraheat River Birch B & B 3" cal. Single-stem

8 Cladrastis kentukea American Yellowwood

B & B 2" cal.

6 Ilex opaca American Holly

B & B 8` ht.

3 Juniperus virginiana 'Burkii' Burkii Red Cedar

B & B 8` ht.

4 Lagerstroemia x 'Osage' Osage Crape Myrtle

B&B 6` ht.

16 Liriodendron tulipifera Tulip Tree

B & B 2" cal.

5 Magnolia acuminata Cucumbertree Magnolia

B & B 2.5"cal

14 Magnolia grandiflora Southern Magnolia

B & B 8` ht.

3 Magnolia grandiflora 'Teddy Bear' Teddy Bear Southern Magnolia

B & B 5` ht.

5 Magnolia virginiana `Henry Hicks` 'Henry Hicks' Sweetbay Magnolia

B & B 8` ht.

19 Nyssa sylvatica Black Gum

B & B 2" cal.

7 Pinus taeda Loblolly Pine

B & B 8` ht.

4 Platanus x acerifolia `Bloodgood` Bloodgood Planetree

B & B 3" cal.

11 Quercus laurifolia Laurel Oak

B & B 3" cal.

13 Quercus phellos Willow Oak

B & B 3" cal.

13 Thuja plicata `Green Giant` Western Red Cedar

B & B 8` ht.

4 Lagerstroemia x 'Osage' Osage Crape Myrtle

B&B 6` ht. Contract Option #1

2 Nyssa sylvatica Black Gum

B & B 2" cal. Contract Option #1

SHRUBS

24 Ilex vomitoria 'Nana'

Dwarf Yaupon Holly B&B /

CONT

24"ht.

PLANT LIST

BID SET

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

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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 P E 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

LP-104

Salisbury National Cemetery Annex II

2024-07-26 AW

PLANTING PLAN – AREA C

KR

SURVEY NOTE

SURVEY INFORMATION WAS PROVIDED BY KCI ASSOCIATES OF

NORTH CAROLINA, INC., 4505 FALLS OF NEUSE, FLOOR 4, RALEIGH,

NC 27607, 919-783-9214, FROM AERIAL SURVEY FLOWN ON MARCH 8,

2023, AND FIELD WORK CONDUCTED IN APRIL 2023 OCTOBER 2023.

HORIZONTAL DATUM: NAD 83

VERTICAL DATUM: NAVD 88

STATE PLANE ZONE: NORTH CAROLINA

876CM3025

KEY PLAN NOT TO SCALE

NORTHMATCHLINE LP-103

BASE BID PLANTING

DECIDUOUS SHADE TREE

EVERGREEN TREE

SEEDED / NON IRRIGATED LAWN

- WITH EROSION CONTROL BLANKET

FOR ALL SLOPES 3H:1V OR STEEPER

PLANTING LEGEND

SODDED / IRRIGATED LAWN

FLOWERING TREE

EXISTING WOODLINE

NATIVE SEED MIX

- WITH EROSION CONTROL BLANKET

FOR ALL SLOPES 3H:1V OR STEEPER

REFER TO LP-101 FOR PLANTING NOTES

PLANTING NOTES

SECTION VIEW

6' -0

2'

-0

TWO (2) 2" SQUARE HARDWOOD

STAKES. INSTALL

APPROXIMATELY 2" AWAY FROM

THE EDGE OF THE ROOT

BALL. STAKE LOCATION SHALL

NOT INTERFERE WITH

PERMANENT BRANCHES.

PLAN VIEW

ARBOR TIE OR

APPROVED EQUAL

STAKES

REMOVE NURSERY STAKE IF PRESENT

ARBOR TIE OR APPROVED EQUAL.

PREVAILING

WIND

DEER PROTECTION

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE

PLANS FOR FENCE ALIGNMENT.

4' -0

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE

PLANS.

2" X 6' STEEL POSTS

TREE PROTECTION

FENCE: HIGH DENSITY

POLYETHYLENE FENCING

WITH 3.5" X 1.5"

OPENINGS; COLOR-

ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

SECTION VIEW

KEEP OUT

TREE PROTECTION

AREA

24" X 18"

SIGN

LAMINATED IN

PLASTIC SPACED

EVERY 50'

ALONG THE

FENCE.

NOTES:

1. SEE SPECIFICATIONS AND NOTES ON PLANS

FOR ADDITIONAL TREE PROTECTION

REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED EXCEPT

BY APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE THE

PROTECTIVE FENCING INCLUDING DURING

FENCE INSTALLATION AND REMOVAL.

4. CONTRACTOR TO MAINTAIN FENCING.

EXISTING SOIL

FINISHED GRADE.

BOTTOM OF ROOT BALL

RESTS ON RECOMPACTED SOIL.

CENTRAL LEADER

SECTION VIEW

ROOT BALL MODIFIED AS REQUIRED.

ROOT BALL SHALL MEET ANZI Z60 SIZE

FOR TRUNK CALIPER SPECIFIED.

ROUND-TOPPED

SOIL BERM 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE

SHALL BE CONSTRUCTED AROUND

THE ROOT BALL. BERM SHALL

BEGIN AT ROOT BALL PERIPHERY.

TOP OF ROOT BALL SHALL BE FLUSH WITH

FINISHED GRADE OR SLIGHTLY HIGHER.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL

AROUND THE ROOT BALL IN 6" LIFTS TO

BRACE TREE. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE

ROOT BALL TO SETTLE THE SOIL.

3" HARDWOOD MULCH.

NO MORE THAN 1" OF MULCH ON

TOP OF ROOT BALL. (SEE

SPECIFICATIONS FOR MULCH).

EDGE TO 6' DIAMETER CIRCLE

LOOSENED SUBGRADE

NOTES:

1. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN

OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND

SPECIFICATIONS.

2. REMOVE ALL WIRES/ROPES HOLDING WIRE BASKET/BURLAP IN

PLACE.

3. REMOVE BURLAP FROM TOP AND SIDES OF BALL (IF ORGANIC).

IF SYNTHETIC, REMOVE IN ITS ENTIRETY.

4. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED

TO THIS DETAIL.

5. PROVIDE DEER PROTECTION FOR ALL TREES.

6. PROVIDE WATERING BAGS FOR ALL TREES. REFILL WATERING

BAGS WEEKLY DURING ESTABLISHMENT PERIOD.

7. ROOTBALL OF B&B AND CONTAINERIZED PLANTS SHALL BE

CORRECTED PER SPECIFICATIONS AND DETAILS ON LP-502,

PRIOR TO PLANTING.

LOOSENED SOIL. DIG AND

TURN THE SOIL TO REDUCE

COMPACTION TO AREA AND

DEPTH SHOWN

3X ROOTBALL WIDTH

3" MULCH

SEE PLANT LIST ON

DRAWINGS FOR

SPACING

12" AMENDED TOPSOIL

RECOMPACTED EARTH BELOW

ROOTBALL

TYPICAL SPACING

LOOSENED SUBGRADE

NOTE:

ROOTBALL OF B&B AND CONTAINERIZED PLANTS SHALL

BE CORRECTED PER SPECIFICATIONS AND DETAILS ON

LP-502, PRIOR TO PLANTING.

D= AS INDICATED ON

PLANT LIST

1 x ROOTBALL DIA., TYP.

TOP OF ROOT BALL SHALL BE

FLUSH WITH FINISH GRADE

OR SLIGHTLY HIGHER.

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

LP-501

Salisbury National Cemetery Annex II

2024-07-26 AW

PLANTING DETAILS

KR

BID SET

876CM3025

SCALE:

TREE STAKING

NTS4

SCALE:

TREE PROTECTION FENCE

NTS2SCALE:

TREE PLANTING

NTS1

SCALE:

SHRUB PLANTING

NTS3

CUT HERE.CUT HERE.

CUT HERE.

CUT HERE.

TREE PLANTED TOO DEEPLY IN ROOT BALL.

REMOVE EXCESS SOIL AND ROOTS TO MEET

ROOT INSPECTION DETAIL. EXCESS SOIL DEEPER

THAN 2" ABOVE STRUCTURAL ROOTS IS CAUSE

FOR REJECTION OF THE PLANT.

REMOVE STRUCTURAL ROOTS (4 SHOWN IN

BLACK) EXTENDING FROM ROOT BALL.

FOUR STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE ROOT (WHITE)

GROWING OVER STRUCTURAL ROOTS.

FIVE STRUCTURAL (LARGE) ROOTS

SHOWN IN BLACK. REMOVE

STRUCTURAL (WHITE) ROOT

WRAPPING ROOT COLLAR.

SIX STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING OVER

ROOT COLLAR BY CUTTING THEM

JUST BEFORE THEY MAKE AN

ABRUPT TURN.

CUT HERE.CUT HERE.

NOTES:

1- ALL TREES SHOWN ARE REJECTABLE UNLESS THEY UNDERGO RECOMMENDED

CORRECTION.

2- FIRST STEP 1, THEN STEP 2. ADJUST HOLE DEPTH TO ALLOW FOR THE REMOVAL

OF EXCESS SOIL AND ROOTS OVER THE ROOT COLLAR.

3- ROOTS AND SOIL MAY BE REMOVED DURING THE CORRECTION PROCESS;

SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE CORRECTION HAS BEEN

COMPLETED.

4- TREES SHALL PASS ROOT OBSERVATIONS DETAIL FOLLOWING CORRECTION.

NEW ROOT

BALL SURFACE.

TREE PLANTED TOO DEEPLY IN ROOT

BALL. REMOVE EXCESS SOIL AND

ROOTS TO MEET ROOT INSPECTION

DETAIL.

REMOVE

EXCESS ROOTS.

REMOVE EXCESS

SOIL.

SEVEN STRUCTURAL ROOTS SHOWN

IN BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING AROUND

OR OVER ROOT COLLAR BY CUTTING

THEM JUST BEFORE THEY MAKE AN

ABRUPT TURN.

ROOT COLLAR.

ROOT COLLAR.

REMOVE STRUCTURAL ROOTS (4 SHOWN

IN BLACK) DEFLECTED ON ROOT BALL

PERIPHERY. SMALL ROOTS (1/4" OR LESS)

AT THE PERIPHERY OF THE ROOT BALL

ARE NOT DEFINED AS DEFECTS AND DO

NOT NEED TO BE REMOVED.

NOTE:

REMOVE WIRE BASKETS

AND TIES AND ALL

SYNTHETIC BURLAP

BEFORE PLANTING.

REMOVE TOP 1/3 OF

ORGANIC BURLAP.

STEP 1 - REMOVE SOIL AND ROOTS OVER THE ROOT COLLAR

STEP 2 - REMOVE DEFECTS

ACCEPTABLE REJECTABLE

ROOT COLLAR.

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT

BALL WITHOUT DEFECTING DOWN OR AROUND.

ROOT BALL

PERIPHERY.

ABSORBING

ROOTS.

STRUCTURAL

ROOTS.

STRUCTURAL

ROOTS

STRUCTURAL ROOTS PRIMARILY GROW TO

ONE SIDE.

STRUCTURAL ROOTS MISSING FROM ONE

SIDE, AND/OR GROW TANGENT TO TRUNK.

STRUCTURAL ROOTS CIRCLE INTERIOR OF

ROOT BALL. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

STRUCTURAL ROOTS DESCEND INTO ROOT

BALL INTERIOR OR ARE DEEPER THAN 2"

FROM TOP OF BALL. NO STRUCTURAL

ROOTS ARE HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR THE TOP OF

THE ROOT BALL.

ONLY ABSORBING ROOTS REACH THE

PERIPHERY NEAR THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS MOSTLY WRAP OR ARE

DEFLECTED ON THE ROOT BALL INTERIOR.

NOTES:

1. OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SOIL MAY BE REMOVED DURING THE OBSERVATION PROCESS;

SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE OBSERVATIONS HAVE BEEN COMPLETED.

2. SEE SPECIFICATIONS FOR OBSERVATION PROCESS AND REQUIREMENTS.

STRUCTURAL

ROOT

CIRCLING.

TOP OF

ROOT

BALL.

POINT

WHERE TOP-

MOST ROOT

EMERGES

FROM TRUNK.

THE POINT WHERE THE TOP-MOST ROOT(S) EMERGES FROM

THE TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2"

OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL

INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING

CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS.

STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR

THE TOP OF THE ROOT BALL.

ABSORBING ROOTS

STRUCTURAL ROOTS CIRCLE AND DO NOT

RADIATE FROM THE TRUNK.

STRUCTURAL ROOT

GROWING TANGENT

(PARALLEL) TO

TRUNK.

0-2" TO BE REMOVED

ACCEPTABLE

REJECTABLE

STRUCTURAL ROOTS PRIMARILY GROW TO

ONE SIDE.

STRUCTURAL ROOTS MISSING FROM

ONE SIDE, AND/OR GROW TANGENT TO

TRUNK.

ROOT

COLLAR.

STRUCTURAL ROOTS CIRCLE INTERIOR OF

ROOT BALL. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

STRUCTURAL ROOTS DESCEND INTO ROOT

BALL INTERIOR. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT BALL

WITHOUT DEFLECTING DOWN OR AROUND.

ROOT BALL

PERIPHERY.

NOTES:

1- OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SUBSTRATE MAY BE REMOVED DURING THE OBSERVATION PROCESS;

SUBSTRATE/SOIL SHALL BE REPLACED AFTER OBSERVATION HAS BEEN COMPLETED.

2- SMALL ROOTS (14" 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 PERIPERHY CAN BE REMOVED AT

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

3- SEE SPECIFICATIONS FOR OBSERVATION PROCESS AND REQUIREMENTS.

ABSORBING

ROOTS.

STRUCTURAL

ROOTS.

ROOTS

GROWING

TANGENT TO

TRUNK.

STRUCTURAL

ROOT.

0- 2"

TOP OF ROOTBALL.

POINT

WHERE TOP-

MOST ROOT

EMERGES

FROM TRUNK.

ONLY ABSORBING ROOTS REACH THE

PERIPHERY NEAR THE TOP OF THE

ROOT BALL. STRUCTURAL

ROOTS MOSTLY WRAP OR ARE

DEFLECTED ON THE

ROOT BALL INTERIOR.

THE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THE

TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2" OF

SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL INTERIOR

SHOULD BE FREE OF DEFECTS INCLUDING CIRCLING, KINKED,

ASCENDING, AND STEM GIRDLING ROOTS. STRUCTURAL ROOTS

SHALL REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS CIRCLE AND DO

NOT RADIATE FROM THE TRUNK.

ROOT TIPS EXPOSED AT

PERIPHERY OF ROOT BALL. ALL

ROOTS GROWING AROUND

PERIPHERY ARE REMOVED.

SHAVING COMPLETESHAVING PROCESSBEFORE SHAVING

SHAVE ROOT BALL HERE TO

REMOVE ALL ROOTS

GROWING ON PERIPHERY.

NOTES:

1. SHAVING TO BE CONDUCTED USING A SHARP BLADE OR HAND SAW ELIMINATING NO MORE THAN

NEEDED TO REMOVE ALL ROOTS ON THE PERIPHERY OF ROOT BALL.

2. SHAVING CAN BE PERFORMED JUST PRIOR TO PLANTING OR AFTER PLACING IN THE HOLE.

SHAVE OUTER

PERIPHERY OF THE ROOT BALL A

MAXIMUM OF 2" THICK.

2" Max.

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

LP-502

Salisbury National Cemetery Annex II

2024-07-26 AW

PLANTING DETAILS

KR

BID SET

876CM3025

SCALE:

ROOT CORRECTION DETAIL - BALLED AND BURLAPPED

NTS1 SCALE:

ROOT OBSERVATIONS DETAIL - BALLED AND BURLAPPED

NTS2 SCALE:

ROOT OBSERVATIONS DETAIL - CONTAINER

NTS3

SCALE:

ROOT BALL SHAVING CONTAINER DETAIL

NTS4

11'-0"2'-0" 11'-0" 2'-0"LC

2% 2%

VARIES - REFER

TO GRADING

PLANS

VARIES - REFER

TO GRADING

PLANS

BITUMINOUS

PAVING

LS-501

4H:1V MAX

4H:1V MAX

REFER TO GRADING PLANS

CURB AND GUTTER

(TYP.) - REFER TO

PLANS FOR TYPE

26'-0"

EXTEND GRADED COMPACTED

AGGREGATE BASE AND SUBGRADE

PREPARATION UNDER CURB

1/

2"

SECTION

1/

2"

COMPACTED SUITABLE SUBGRADE

- PROOFROLL

COMPACTED GRADED

AGGREGATE BASE COURSE

FINISH GRADE

NCDOT INTERMEDIATE COURSE

I19.0C

NCDOT SURFACE COURSE S9.5B

6"

TACK COAT

CURB TRANSVERSE EXPANSION JOINT

JOINT FILLER

SURFACE OF GUTTER

JOINT SEALER 1/8" RADIUS (TYPICAL)

1/ 8"

NOTES:

1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS.

2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY

OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A

MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.

3. ALL EXPANSION JOINTS SHALL BE SPACED AT MAXIMUM 60 FOOT INTERVALS, AND ADJACENT

TO ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING

SIDEWALK.

4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI IN 28 DAYS.

5. TOP 12" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%

STANDARD PROCTOR DENSITY. EXTEND PAVEMENT COMPACTED SUBBASE UNDER CURB.

6. REFER TO 6/LS-501 FOR TRANSITIONS BETWEEN CURB TYPES.11

2'-0"

7"

10" R1/4" R

2%

NOTES

1. REFER TO 9/LS-501 FOR

CONCRETE CURB JOINTS

AND NOTES.

2. REFER TO 6/LS-501 FOR

TRANSITIONS BETWEEN

CURB TYPES

4,000 PSI CONCRETE

6- 3/

4"

2'-0" 1'-0"

7"

#4 EPOXY COATED

REINFORCING BAR, MIN. 3" CLR

MEDIUM BROOM FINISH

NOTES

1. REFER TO 9/LS-501 FOR CONCRETE CURB JOINTS

2. REFER TO 6/LS-501 FOR TRANSITIONS BETWEEN

CURB TYPES

2% 2%

4,000 PSI CONCRETE

NOTES

1. REFER TO 9/LS-501 FOR CONCRETE CURB JOINTS

2. REFER TO 6/LS-501 FOR TRANSITIONS BETWEEN

CURB TYPES

1/

2"

2'-0"

6" 1'-6"

2%

7"

1/8" RADIUS

1/2" RADIUS

3" RADIUS 4,000 PSI CONCRETE

SECTION B-BSECTION A-A

PLAN VIEW

A B

A B

SECTION C-C

C

C

2'-0" VERTICAL TO MOUNTABLE CURB AND GUTTER

9"

2'-1 1/2"

7"

2'-6" CURB AND GUTTER

6"

2'-6"

6" 2'-0"

7"

Y

Y

X

X 2'-0"

7"

2'-0"

7"

SECTION X-X

SECTION Y-Y

PLAN VIEW PLAN VIEW

2'-0" VALLEY TO MOUNTABLE CURB AND GUTTER

7" 7"

/4

/4

CURB INLET TO MOUNTABLE CURB AND GUTTER

1/2" RADIUS

1/8" RADIUS

3" RADIUS

8 3/4"

2'-4 1/2" 2'-3"

/2

BE

G

IN

2'

-0 " F

LU

SH

C U

R B

AN

D

G U

TT

ER

2'-6"

TRANSITION

BE

G

IN

2'

-0 " M

O U

N

TA

BL

E

C U

R B

AN

D

G U

TT

ER BACK OF

CURB

2' -0

LIP OF GUTTER/EOP

BE

G

IN

2'

-0 " V

ER

TI

C

AL

C U

R B

AN

D

G U

TT

ER

BACK OF

CURB

2' -0

LIP OF GUTTER/EOP

BE

G

IN

2'

-0 " M

O U

N

TA

BL

E

C U

R B

AN

D

G U

TT

ER

8 3/4"

7 1/2"

FACE OF

CURB

LIP OF GUTTER/EOP

BACK OF

CURBBE

G

IN

2' -0

" M O

U N

TA

BL

E C

U R

B

AN

D G

U

TT

ER

EN

D

ST

D

. 2 '-6

C

U R

B

AN

D G

U

TT

ER

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

7 1/2"

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

2' -0

2' -6

2%

LOW POINT

OF GUTTER

LOW POINT

OF GUTTER

12"

TACK COAT

EXISTING

ASPHALT BITUMINOUS

PAVING

LS-501

MILL EXISTING PAVEMENT

SECTION

8" 4"

EPOXY COATED WWF- 6 X 6 - W 2.9 X W 2.9 FLAT

SHEETS ONLY - SET ON CHAIRS, NO "HOOKING" -

CUT OR INTERRUPT AT CONTROL JOINTS

#4 X 18" STEEL EPOXY-COATED SLIP DOWEL; 18" O.C.

GREASE AND CAP ONE END - CENTERED IN SLAB

COMPACTED GRADED AGGREGATE BASE

4" 4"

SAWCUT CONTROL JOINT - 2" DEEP, 18" WIDE

MEDIUM BROOM FINISH

4,000 PSI CONCRETE PAVING

GEOTEXTILE FABRIC

NOTES:

1. SEE PLANS FOR JOINT LOCATIONS.

2. USE ISOLATION JOINTS AT ALL

STRUCTURES AND FIXED OBJECTS SUCH AS

INLETS. ISOLATION JOINTS ARE EXPANSION

JOINTS WITHOUT SLIP DOWELS.

3. PROVIDE THICKENED EDGE WHERE

CONCRETE PAVING MEETS ADJACENT

PAVING OF ANY TYPE AND AT PAVEMENT

PERIMETER.

THICKENED SLAB EDGE

8"

3'-0" 4" 8"

3"

COMPACTED SUITABLE

SUBGRADE - PROOFROLL

CONTROL JOINT WITH TIE BAR

ADJACENT PAVING

4" RADIUS, ALL SLAB EDGES

PROVIDE THICKENED EDGE

AT PERIMETER OF PAVING

SAWCUT CONTROL JOINT - 2" DEEP, 18" WIDE

DISCONTINUE REINFORCING AT JOINTS

BROOM FINISH

EPOXY COATED WWF- 6 X 6 - W 2.9 X W 2.9 FLAT

SHEETS ONLY - SET ON GALVANIZED CHAIRS, NO

"HOOKING"

4,000 PSI CONCRETE PAVEMENT

COMPACTED GRADED AGGREGATE BASE

GEOTEXTILE FABRIC

COMPACTED SUITABLE SUBGRADE -

PROOFROLL

2" X 24" LONG EPOXY COATED DEFORMED STEEL TIE BAR @ 30"

O.C. CENTERED ON MIDPOINT OF CONTROL JOINT - INSTALL

ONLY WHERE INDICATED ON PLANS

EXPANSION JOINT5

LS-501

SECTION

5" 4"

C

EN

TE

R

ED

IN

S

LA

B

NOTES:

1. SEE PLANS FOR JOINT LOCATIONS.

2. PROVIDE 14" RADIUS, ALL SLAB EDGES.

3. USE ISOLATION JOINTS AT ALL STRUCTURES AND FIXED OBJECTS SUCH AS

INLETS. ISOLATION JOINTS ARE EXPANSION JOINTS WITHOUT SLIP DOWELS.

4. PROVIDE THICKENED EDGE WHERE CONCRETE PAVING MEETS ADJACENT

VEHICULAR PAVING OF ANY TYPE.

COMPACTED SUITABLE SUBGRADE

- PROOFROLL

4,000 PSI CONCRETE PAVING

WWF- EPOXY COATED 4 X4 - W 4.0 X W 4.0

FLAT SHEETS ONLY,

SET ON GALVANIZED CHAIRS, NO "HOOKING"

CUT WWF AT JOINTS

COMPACTED GRADED

AGGREGATE BASE

MEDIUM BROOM FINISH - PERPENDICULAR

TO DIRECTION OF TRAVEL

EXPANSION JOINT5

LS-501

SAWCUT CONTROL JOINT : 1 12" DEEP, 18" WIDE

#4 X 18" STEEL EPOXY-COATED SLIP DOWEL; 18" O.C.

GREASE AND CAP ONE END

8"

4" RADIUS

3 16

PREMOLDED JOINT

FILLER (FULL DEPTH)

BACKER ROD

SEALANT

SLIP DOWEL

CONCRETE PAVING

6"

COMPACTED SUBGRADE

(2) #4 REBARS -

DISCONTINUE AT JOINTS;

PLACE EXPANSION JOINTS

18" O.C.

ADJACENT PAVING

4,000 PSI CAST IN PLACE CONCRETE

CURB - MEDIUM BROOM FINISH TOP,

3/8" RADIUS EDGES

REFER TO PLANS FOR MATERIAL

COMPACTED AGGREGATE SUBBASE

SECTION

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-501

Salisbury National Cemetery Annex II

2024-07-26 AW

PAVING DETAILS

KR

BID SET

876CM3025

SCALE:

ROAD TYPICAL SECTION

1/2" = 1'-0"1

SCALE:

BITUMINOUS PAVING

1 1/2" = 1'-0"4

SCALE:

CONCRETE CURB JOINTS AND NOTES

NTS9

SCALE:

CONCRETE CURB AND GUTTER - MOUNTABLE

NTS8

SCALE:

CONCRETE CURB AND GUTTER - VALLEY

NTS11SCALE:

CONCRETE CURB AND GUTTER - VERTICAL

NTS10

SCALE:

CURB TRANSITION

NTS6

SCALE:

BITUMINOUS PAVING TRANSITION

1' = 1'-0"7

SCALE:

CONCRETE PAVEMENT (HEAVY DUTY)

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

SCALE:

CONCRETE PAVEMENT (STANDARD DUTY)

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

SCALE:

EXPANSION JOINT

1' = 1'-0"5 SCALE:

CONCRETE FLUSH CURB

1 1/2" = 1'-0"12

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

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

BRICK VENEER - REFER TO

STRUCTURAL DRAWINGS FOR

TIES

24" DIA BRONZE BAS RELIEF VA

SEAL ATTACHED TO MASONRY

WITH (4) CONCEALED

THREADED STUDS

STAINLESS STEEL

TERMINATION BAR

STAINLESS STEEL FLASHING

STAINLESS STEEL DRIP EDGE

WEEP VENT AT 24" O.C.

FULL DEPTH OF JOINT

FULLY MORTAR

BELOW FLASHING

REINFORCED CONCRETE WALL -

REFER TO STRUCTURAL

DRAWINGS

REINFORCED CONCRETE

FOUNDATION - REFER TO

STRUCTURAL DRAWINGS

4'-8"

2'-10"

BW ELEV- REFER TO

GRADING PLAN

ENTRANCE

WALL-STONE CAP

LS-503

TOOLED MORTAR JOINTS

51 2"

" M

IN

CONCRETE

PAVEMENT

(STANDARD DUTY)

LS-501

TW PIER 681.05

(TOP OF CONCRETE AND MASONRY)

TOF 672.72

2'-35 8"

1'-4"

ROWLOCK WATERTABLE

BRICK - VERIFY DIMENSIONS

ISOLATION JOINT WITH JOINT

FILLER, BACKER ROD, AND SEALANT

MORTAR MESH

8' -4

8"

2'-0"

BRICK VENEER - REFER TO

STRUCTURAL DRAWINGS FOR TIES

STAINLESS STEEL TERMINATION BAR

STAINLESS STEEL FLASHING

WEEP VENT AT 24" O.C.

3-3/8" HT X 7-5/8" L X 38" WIDE

FULLY MORTAR

BELOW FLASHING

REINFORCED CONCRETE WALL -

REFER TO STRUCTURAL

DRAWINGS

REINFORCED CONCRETE

FOUNDATION - REFER TO

STRUCTURAL DRAWINGS

4'

BW ELEV - VARIES,

REFER TO

GRADING PLAN

TW 680.38 (TOP OF CONCRETE AND MASONRY)

TOOLED MORTAR JOINTS

" M

IN

ENTRANCE

WALL-STONE CAP

LS-503

CAST ALUMINUM DIMENSIONAL

LETTER ATTACHED TO MASONRY

WITH THREADED STUDS, (2) PER

LETTER (MIN.)

STAINLESS STEEL VENEER ANCHOR -

TOP AND BOTTOM OF STONE @ 16" O.C.

1" 1"25

8"

CONCRETE

PAVEMENT

(STANDARD DUTY)

LS-501

1'-75 8"

TOF 672.72

ROWLOCK WATERTABLE

BRICK - VERIFY DIMENSIONS

MORTAR MESH

7' -8

STONE VENEER

SIGN PANEL

LS-503

PIER BEYOND

SECTION THROUGH PIER (LONG DIMENSION)

3'-2"

51 2"

PLASTIC SHIMS AND/OR GROUT

AS REQUIRED FOR LEVELING

CONTINUOUS EPDM SELF

ADHESIVE MEMBRANE

REFER TO STRUCTURAL

FOR CAP ANCHORS

BACKER ROD & SEALANT

ALL SIDES

SS DRIP EDGE

HORIZONTAL CELL VENT AT

EACH CAP JOINT

BRICK VENEER

AIR GAP

CAST IN PLACE CONCRETE PIER

- REFER TO STRUCTURAL DRAWINGS

3 8"

2"

SECTION THROUGH WALL

2'-0"

4"

PLASTIC SHIMS AND/OR GROUT

AS REQUIRED FOR LEVELING

CONTINUOUS EPDM SELF

ADHESIVE MEMBRANE.

REFER TO STRUCTURAL

FOR CAP ANCHORS

BACKER ROD & SEALANT

ALL SIDES

SS DRIP EDGE

HORIZONTAL CELL VENT AT

EACH CAP JOINT

BRICK VENEER

AIR GAP

R2

TOOLED MORTAR JOINTS

CAST IN PLACE CONCRETE PIER

- REFER TO STRUCTURAL DRAWINGS

1" 4"

2"

TOOLED MORTAR JOINTS

2"

31 2" 4"

SECTION THROUGH PIER (SHORT DIMENSION)

51 2"

PLASTIC SHIMS AND/OR GROUT

AS REQUIRED FOR LEVELING

CONTINUOUS EPDM SELF

ADHESIVE MEMBRANE

REFER TO STRUCTURAL

FOR CAP ANCHORS

BACKER ROD & SEALANT

ALL SIDES

SS DRIP EDGE

HORIZONTAL CELL VENT AT

EACH CAP JOINT

BRICK VENEER

AIR GAP

CAST IN PLACE CONCRETE PIER

- REFER TO STRUCTURAL DRAWINGS

3 8"

2"

R2

TOOLED MORTAR JOINTS

2"

31 2"

2'-10"

4"

1 2" 1 2"

1 2"

3 8"

CEMENTITIOUS DAMPPROOFING

APPLIED TO ALL UNEXPOSED

PORTIONS OF CAP

CEMENTITIOUS DAMPPROOFING

APPLIED TO ALL UNEXPOSED

PORTIONS OF CAP

CEMENTITIOUS DAMPPROOFING

APPLIED TO ALL UNEXPOSED

PORTIONS OF CAP

NOTE:

MAINTAIN CONSISTANT

ELEVATION AND ALIGNEMENT OF

ALL CAP EDGES AT JOINTS (± 1

16")

BRICK VENEER - REFER TO

STRUCTURAL DRAWINGS FOR

TIES

STAINLESS STEEL

TERMINATION BAR

STAINLESS STEEL FLASHING

STAINLESS STEEL DRIP EDGE

WEEP VENT AT 24" O.C.

3-3/8" HT X 7-5/8" L X 38" WIDE

FULLY MORTAR

BELOW FLASHING

REINFORCED CONCRETE WALL -

REFER TO STRUCTURAL

DRAWINGS

REINFORCED CONCRETE

FOUNDATION - REFER TO

STRUCTURAL DRAWINGS

1'-8"

5'

2'-75 8"

3'-2"

BW ELEV - REFER TO

GRADING PLAN

ENTRANCE

WALL-STONE CAP

LS-503

TOOLED MORTAR JOINTS

51 2"

" M

IN

CONCRETE

PAVEMENT

(STANDARD DUTY)

LS-501

TW PIER 681.05

(TOP OF CONCRETE AND MASONRY)

TOF 672.72

ROWLOCK WATERTABLE

BRICK - VERIFY DIMENSIONS

3'-35 8"

MOUNTABLE

CONCRETE CURB

ISOLATION JOINT WITH JOINT

FILLER, BACKER ROD, AND SEALANT

MORTAR MESH

8' -4

NOTES:

1. SHOP DRAWINGS AND SAMPLES REQUIRED.

2. STONE TYPE: LIMESTONE

3. STONE FINISH: SMOOTH HONED FINISH, ALL SIDES

4. DIMENSIONAL LETTERS:

4.1. MATERIAL: CAST ALUMINUM

4.2. STYLE: PRISMATIC

4.3. FONT: TIMES ROMAN BOLD

4.4. FINISH: PAINTED BLACK

5. APPLY CEMENTITIOUS DAMPPROOFING TO ALL

UNEXPOSED FACES OF LIMESTONE

CAST ALUMINUM DIMENSIONAL LETTERS

CENTERED BOTH WAYS IN STONE PANEL

2' -1

01 4"

15'-115 8"

5'-115

8"EQ. EQ.

6"

3/8" MORTAR JOINT BETWEEN

STONE PANELS; ALIGN WITH

BRICK AND CAP JOINTS.

MORTAR TO MATCH COLOR OF

STONE.

SALISBURY NATIONAL

CEMETERY ANNEX II

1" 1"

ELEVATION

REFERENCE PHOTO - DIMENSIONAL LETTERS

STONE PANEL

BEVELED EDGE

EQ

EQ

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-503

Salisbury National Cemetery Annex II

2024-07-26 AW

ENTRANCE WALL DETAILS

KR

BID SET

876CM3025

SCALE:

ENTRANCE WALL - SECTION THROUGH PIER (SHORT DIMENSION)

1" = 1'-0"1 SCALE:

ENTRANCE WALL - SECTION THROUGH WALL

1" = 1'-0"3

SCALE:

ENTRANCE WALL-STONE CAP

3" = 1'-0"4

SCALE:

ENTRANCE WALL - SECTION THROUGH PIER (LONG DIMENSION)

1" = 1'-0"2

SCALE:

STONE VENEER SIGN PANEL

3/4" = 1'-0"5

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

6"

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

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P at h 6/

/2

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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

FINISHED

GRADE

PRECAST CONCRETE FINISH

(CULVERT OPENING) -

SMOOTH FINISH AND COLOR

TO MATCH ENTRANCE WALL

CUT LIMESTONE WALL CAP

1'-03 4"

1'-0 34"

ALIGN POST WITH

CULVERT CENTERLINE

PRECAST CONCRETE FINISH (WALL TOP) -

SMOOTH FINISH AND COLOR TO MATCH ENTRANCE

WALL CUT LIMESTONE WALL CAP ON ALL FACES OF

WALL TOP; 12" CHAMFER ON TOP EDGES

2" OVERHANG WITH 12" CHAMFER

(ALL AROUND)

" 4"

PRECAST CONCRETE FINISH (WALL

FACE) - STAMPED FINISH TO MATCH

ENTRANCE WALL BRICK VENEER

ON ALL VISIBLE FACES OF CULVERT

WALL AND 12" BELOW GRADE.

CONTRACTOR SHALL FIELD STAIN

THE STAMPED FINISH OF THE

PRE-CAST PANELS TO MATCH THE

ENTRANCE WALL BRICK VENEER.

1'-03 4"

1'-0 34"

ALIGN POST WITH

CULVERT CENTERLINEPRECAST CONCRETE FINISH (WALL TOP) -

SMOOTH FINISH AND COLOR TO MATCH

ENTRANCE WALL CUT LIMESTONE WALL

CAP ON ALL FACES OF WALL TOP; 12"

CHAMFER ON TOP EDGES

2" OVERHANG WITH 12" CHAMFER

(ALL AROUND)

" 4"

WEST ELEVATION

EAST ELEVATION

STEEL PICKET

CULVERT RAILING

LS-505

STEEL PICKET

CULVERT RAILING

LS-505

FINISHED

GRADE

PRECAST CONCRETE FINISH (WALL FACE) -

STAMPED FINISH TO MATCH ENTRANCE

WALL BRICK VENEER ON ALL VISIBLE FACES

OF CULVERT WALL AND 12" BELOW GRADE.

CONTRACTOR SHALL FIELD STAIN THE

STAMPED FINISH OF THE PRE-CAST PANELS

TO MATCH THE ENTRANCE WALL BRICK

VENEER.

NOTES:

1. REFER TO STRUCTURAL DRAWINGS FOR CULVERT.

2. SAMPLES, MOCKUP AND SHOP DRAWINGS REQUIRED.

3. ACCEPTABLE FORMLINERS FOR BRICK PATTERN MAY

INCLUDE BUT ARE NOT LIMITED TO FORM #16941 "8"

SMOOTH BRICK RUNNING BOND" BY FITZGERALD

FORMLINERS, 14" DEPTH, ABS PLASTIC.

STEEL PICKET

FENCE

LS-504

FINISHED

GRADE

1'-0 34"

ALIGN POST WITH

CULVERT CENTERLINE

PRECAST CONCRETE FINISH (WALL TOP) -

SMOOTH FINISH AND COLOR TO MATCH ENTRANCE

WALL CUT LIMESTONE WALL CAP ON ALL FACES OF

WALL TOP; 12" CHAMFER ON TOP EDGES

2" OVERHANG WITH 12" CHAMFER

(ALL AROUND)

WEST ELEVATION

EAST ELEVATION

1'-0 34"

2" OVERHANG WITH 12" CHAMFER

(ALL AROUND)

4"

FINISHED

GRADE

" 4"

1'-0 34"

1'-0 34"

NOTES:

1. REFER TO STRUCTURAL DRAWINGS FOR CULVERT.

2. SAMPLES, MOCKUP AND SHOP DRAWINGS REQUIRED.

3. ACCEPTABLE FORMLINERS FOR BRICK PATTERN MAY

INCLUDE BUT ARE NOT LIMITED TO FORM #16941 "8"

SMOOTH BRICK RUNNING BOND" BY FITZGERALD

FORMLINERS, 14" DEPTH, ABS PLASTIC.

STEEL PICKET

FENCE

LS-504

ALIGN POST WITH

CULVERT CENTERLINE

PRECAST CONCRETE FINISH (WALL TOP) -

SMOOTH FINISH AND COLOR TO MATCH ENTRANCE

WALL CUT LIMESTONE WALL CAP ON ALL FACES

OF WALL TOP; 12" CHAMFER ON TOP EDGES STEEL PICKET

CULVERT RAILING

LS-505

STEEL PICKET

CULVERT RAILING

LS-505

PRECAST CONCRETE FINISH (WALL FACE) -

STAMPED FINISH TO MATCH ENTRANCE

WALL BRICK VENEER ON ALL VISIBLE FACES

OF CULVERT WALL AND 12" BELOW GRADE.

CONTRACTOR SHALL FIELD STAIN THE

STAMPED FINISH OF THE PRE-CAST PANELS

TO MATCH THE ENTRANCE WALL BRICK

VENEER.

PRECAST CONCRETE FINISH

(CULVERT OPENING) -

SMOOTH FINISH AND COLOR

TO MATCH ENTRANCE WALL

CUT LIMESTONE WALL CAP

PRECAST CONCRETE FINISH (WALL

FACE) - STAMPED FINISH TO MATCH

ENTRANCE WALL BRICK VENEER

ON ALL VISIBLE FACES OF CULVERT

WALL AND 12" BELOW GRADE.

CONTRACTOR SHALL FIELD STAIN

THE STAMPED FINISH OF THE

PRE-CAST PANELS TO MATCH THE

ENTRANCE WALL BRICK VENEER.

BASE MATERIAL

UNIFORM ZINC COATING

(HOT DIP)

ZINC PHOSPHATE COATING

EPOXY PRIMER

16"

2"

ACRYLIC TOPCOAT

2" TYP.

8"

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.

TOP OF WALL

FRONT ELEVATION

RAIL AND PICKET

N.T.S.

POST PLATE

(REFER TO STRUCTURAL

DRAWINGS FOR

ANCHORAGE TO WALL)

NOTES:

1. SHOP DRAWINGS AND

SAMPLES REQUIRED.

2. FINISH: BLACK

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-505

Salisbury National Cemetery Annex II

2024-07-26 AW

FENCE & GATE DETAILS

KR

BID SET

876CM3025

SCALE:

CULVERT HEADWALL FINISHES - WEST HEADWALL

1/4" = 1'-0"1

SCALE:

CULVERT HEADWALL FINISHES - EAST HEADWALL

1/4" = 1'-0"2

SCALE:

STEEL PICKET CULVERT RAILING

3/4" = 1'-0"3

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.

SECTION

PLAN

12'-0"

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

2" SQ 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 BAR6

LS-504

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

8'-0" O.C.

(TYP. CRYPT LAYOUT)

EQ

EQ

PLAN

EQ

EQ

3' -0

AI

SL

E

3' -0

EQ

EQ

CRYPT / MONUMENT LAYOUT GENERAL NOTE:

1. LAYOUT OF DOUBLE-DEPTH CRYPTS SHALL BE BASED UPON THE LOCATIONAL

DATA FOR THE GRAVESITE LAYOUT MARKERS PROVIDED ON THE SITE PLANS.

THE ACTUAL PLACEMENT OF THE GRAVESITE LAYOUT MARKERS SHALL

OCCUR AFTER THE PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE

MARKER PLACEMENT, CONTRACTOR SHALL HAND-EXCAVATE SUFFICIENT

MATERIAL (IN THE PROXIMITY OF EACH MONUMENT) TO EXPOSE THE CRYPT

LIDS. MARKER PLACEMENT MUST BE BASED UPON THE ACTUAL INSTALLED

CRYPT LOCATIONS. ANY DEVIATIONS (FROM THE PLANS) MUST BE

RECORDED ON THE SURVEYED RECORD DRAWINGS.

TYP. LAWN CRYPT CENTERED (IN

BOTH DIRECTIONS) BETWEEN

GRIDLINES (MEASURED AT TOP OF

CRYPT)

GRIDLINE AS SHOWN ON PLANS,

3' X 8' BURIAL PLOT AREA TYP.

GRAVESITE LAYOUT MARKER

CENTERED IN IRRIGATION

AISLE & BETWEEN CRYPTS

LS-507

2"

3"

SET TOP OF

MONUMENT

FLUSH WITH

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

IMBEDDED

SMOOTH-TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRAINAGE

8" CONC. CYLINDER, 4,000 PSI

CONCRETE

GAP AROUND CYLINDER &

SURROUNDING EARTH SHALL BE

FILLED WITH CONCRETE 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. FINISH GRADE IS TOP OF TOPSOIL.

3. GRID MONUMENT CROSS HAIR TO BE

INCISED TO A MINIMUM DEPTH OF 1/64" SO

AS TO BE CLEARLY VISIBLE AND

PERMANENTLY LEGIBLE.

SECTION

6" M

IN

" M

IN

" M

AX

2% OR 5.5% OR 6.3% SLOPEREFER TO GRADING PLAN

0% SLOPE

TYPICAL LAWN CRYPT

CENTERED IN BOTH

DIRECTIONS BETWEEN

GRIDLINES

BURIAL SECTION GRID AS SHOWN ON

PLANS (TYP.)

3' X 8' BURIAL PLOT AREA26

" M

AX

(V

AR

IE

S W

IT

H

SL

O

PE

MATCH SLOPE OF FINISH GRADE

5' -0

8'-0" 0.C. (TYPICAL BURIAL PLOT)

NOTE:

1. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL. CONTRACTOR SHALL PROVIDE THE MEANS AND

METHODS (AS APPROVED BY THE COR) TO VERIFY DEPTH OF COVER. DEFICIENCIES IN DEPTH (OR EXCESSES) SHALL BE REMEDIED, TO THE SATISFACTION OF THE COR, PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

2. CRYPTS SHALL BE CENTERED BETWEEN GRID LINES (IN BOTH DIRECTIONS)

3. AT 2.2% SLOPE: SUBGRADE (SG) = FG - 7.33'

4. AT 5.5% SLOPE: SUBGRADE (SG) = FG - 7.61'

5. AT 6.3% SLOPE: SUBGRADE (SG) = FG - 7.67'

6. DOUBLE CRYPTS ARE ACCEPTABLE IN LIEU OF QUAD CRYPTS AND MAY BE NECESSARY IN ROWS WITH ODD

NUMBERS OF BURIAL PLOTS.

7. PROVIDE DRAINAGE BOARD OR OTHER ACCEPTABLE METHOD TO CONTAIN PEA GRAVEL AT PERIMETER OF CRYPT

FIELD.

TOPSOIL

COMPACTED APPROVED

GENERAL FILL - 85%

STANDARD PROCTOR

SAND

3" M

IN

6" M

IN

DRAINAGE AGGREGATE

AASHTO #57 STONE

GEOTEXTILE FABRIC

COMPACTED SUBGRADE

SUBSURFACE CRYPT DRAIN

-REFER TO CIVIL DRAWINGS

PEA GRAVEL FILL

BETWEEN CRYPTS

(TYP.)

BC - REFER TO

GRADING PLAN

SG - REFER TO

GRADING PLAN

FINISH GRADE (FG) -

REFER TO GRADING

PLANS

1.92" AT 2% SLOPE

5.28" AT 5.5% SLOPE

6.05" AT 6.3% SLOPE

7.92" (0.66') AT 2% SLOPE

11.28" (0.94') AT 5.5% SLOPE

12.05" (1.00') AT 6.3% SLOPE

APPLY 100% SILANE

CONCRETE SEALER TO

TOP OF CRYPTS

G R

ID

LI

N E

IRRIGATION

AISLE /

SECTION

BREAKG

R

ID

LI

N

E

3'-0" O.C. 3'-0" 3'-0"

O.C.

G R

ID

LI

N E

G R

ID

LI

N E

PRECAST CONCRETE

CRYPT (TYP.)

5.0'

FILL (CRYPT BACKFILL)

OVER CRYPTS

COMMON FILL IN

IRRIGATION AISLES

COMPACTED DRAINAGE

AGGREGATE

PEA GRAVEL INFILL

BETWEN CRYPTS

SEE THIS SHEET FOR

CRYPT INSTALLATION

AND COVER DETAIL

4"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 N U

M E

N T

1" MIN.

MONUMENT MARKER

CONCRETE BASE

EDGE OF MONUMENT MARKER

SHALL BE NO CLOSER THAN 1" TO

OUTSIDE EDGE OF CONCRETE

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.