804CM3020 Beverly NC BID SET dwg bk02.pdf

NOTES:

1. EXISTING CONDITIONS MAY VARY. FIELD

MEASURE AND PROVIDE SHOP DRAWINGS.

2. REHABILITATE ALL IRONWORK COMPONENTS.

REFER TO IRONWORK REHABILITATION NOTES

ON THIS SHEET.

4"

FOR POSTS TO REMAIN, REMOVE SURROUNDING SOIL

TO EXPOSE TOP OF FOOTING FOR NCA INSPECTION

PRIOR TO REFINISHING; BACKFILL AROUND POST

AFTER REFINISHING

FINISH GRADE

2-3/8" X 3" H-PROFILE POST, TYP.

3/4" SQ H-PROFILE

PICKET, TYP.

POST CAP

3/4" SQ H-PROFILE RAIL, BOTH SIDES OF

PICKET, TYP., WELDED TO PICKET

RAILS ATTACHED TO POST

BRACKETS WITH BOLTS, TYP.

4" 6"

6"

3/4" SQ H-PROFILE RAIL, BOTH SIDES OF

PICKET, TYP., WELDED TO PICKET

9'-6"' (+/-2")

3/4" SQ H-PROFILE RAIL, BOTH SIDES OF

PICKET, TYP., WELDED TO PICKET

RAILS ATTACHED TO POST BRACKETS

WITH BOLTS

5"

TYPICAL FINIAL

TYPICAL PICKET TOP

TYPICAL RAIL ATTACHMENT BRACKET

8"

6" TYPICAL PICKETS AND RAILS

IRONWORK POST FOOTING -

ONLY FOR NEW/REINSTALLED POSTS

LS-503

NOTES:

1. REFURBISH AND

REINSTALL ALL FENCE

AND GATE COMPONENTS.

REFER TO IRONWORK

REHABILITATION NOTES

ON SHEET LS-501.

2. EXISTING CONDITIONS

MAY VARY; FIELD

MEASURE AND PROVIDE

SHOP DRAWINGS.

5 3/8"

3/4" X 1 1/2"

3/4" X 1 1/2"

3/4" SQUARE

1 1/2" X 1/4" STRAPS

BOTH SIDES OF

VERTICAL BARS

7"

6"

6'-10"

1 1/2" SQUARE

1 1/2" SQUARE

3" SQUARE GATE POST

1 1/2" SQUARE POST BRACE

3/4" X 1 1/2"

7' -4

6' -5

2"

PROTECT CONCRETE TO REMAIN

PROTECT EXISTING CONCRETE

GUTTER TO REMAIN

PROTECT EXISTING ASPHALT PAVING

TO REMAIN

GATE HINGE (TYP)

REFURBISH AND REINSTALL GATES

NEATLY SAWCUT AND

REMOVE EXISTING PAVING

TO ACCOMMODATE CANE

BOLT RECEIVER

PROTECT ALL EXISTING PAVING TO REMAIN

CANE BOLTS

NEATLY SAWCUT

AND REMOVE

EXISTING PAVEMENT

BALL BEARING PIVOT AND PLATE

POST

BRACE

CANE BOLT

RECEIVER

LS-503

CANE BOLT

RECEIVER

LS-503

VA FORM 08 - 6231

A

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A

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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:S T A T E O F N E W J E R S E Y

K A R A

A R O G G E N K A M P

L A N D S C A P E A R C H I T E C TL I C E N S E D

21AS00139100

STAMP Office of Construction and Facilities ManagementSTRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-501

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

IRONWORK FENCE DETAILS

SCALE:

IRON FENCE

3/4" = 1'-0"1

1. FABRICATOR AND INSTALLER QUALIFICATIONS: FABRICATOR SHALL EACH HAVE A MINIMUM OF TEN (10) YEARS' EXPERIENCE WITH REHABILITATION OF HISTORIC IRONWORK. REFERENCES OF PROJECTS THEY HAVE

COMPLETED SHALL BE SUBMITTED BY THE SUCCESSFUL BIDDER.

2. EXISTING MATERIALS MAY INCLUDE WROUGHT IRON, MILD STEEL, CAST IRON, AND OTHERS.

3. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY OF THE INTERIOR STANDARDS FOR

HISTORIC REHABILITATION.

4. REFER TO SHEET LS-501 AND LS-502 FOR TYPICAL DETAILS.

5. REFER TO LS-502 FOR SPECIFIC REQUIREMENTS FOR MAIN GATE IN ADDITION TO REQUIREMENTS OF THIS SHEET.

6. PROVIDE ALL REQUIRED SUBMITTALS PRIOR TO BEGINNING FENCE REMOVAL, INCLUDING:

6.1. QUALIFICATIONS FOR FABRICATOR AND INSTALLER

6.2. PRODUCT DATA FOR ALL PRODUCTS TO BE USED

6.3. SHOP DRAWINGS FOR ALL COMPONENTS

6.4. WRITTEN REHABILITATION PLAN DESCRIBING ALL MEANS AND METHODS PER SPECIFICATION SECTION 010005.

7. PROVIDE OBSERVATION BY AN EXPERIENCED ARCHITECTURAL CONSERVATOR OR PRESERVATION ARCHITECT ON A PART TIME BASIS, AT LEAST 8 HOURS PER WEEK DURING REMOVAL AND REINSTALLATION OF THE IRONWORK.

EACH PIECE SHALL BE PROPERLY NUMBERED SO THE NUMBER IS NOT LOST DURING THE RESTORATION PROCESS, AND EACH NUMBER SHALL BE KEYED TO MAPPING, SO THAT EACH PIECE CAN BE PUT BACK IN THE

EXACT SAME PLACE WHERE IT WAS ORIGINALLY

8. MOCKUP REQUIRED - SEE SPECIFICATIONS.

9. REMOVE FENCE PANELS AND GATES FOR REFURBISHMENT.

9.1. USE HARDWARE TO DISCONNECT FENCE PANELS OR GATE LEAVES FROM POSTS. LEAVE BRACKETS

INSTALLED ON POSTS.

9.2. REFURBISH EMBEDDED GATE HINGES AND BALL BEARING PIVOT AND PLATES IN PLACE. GATES SHALL BE

FULLY OPERABLE AFTER REHABILITATION.

9.3. INSTALL CANE BOLT RECEIVERS AT ALL DOUBLE LEAF GATES. REFER TO DETAIL 1/LS-503.

10. REFURBISH FENCE POSTS, ATTACHED BRACKETS, AND ITEMS EMBEDDED IN MASONRY IN PLACE UNLESS

OTHERWISE INDICATED.

10.1. CLEAR AND WASH SOIL AWAY FROM BASE OF POSTS ON ALL SIDES TO REVEAL THE POST DOWN TO THE TOP

OF THE CONCRETE FOOTING.

10.2. NCA INSPECTOR SHALL OBSERVE BASE OF EACH POST BELOW GRADE; IF EXCESSIVE CORROSION IS PRESENT (LESS THAN 1/8” WEB OR 3/16” FLANGE THICKNESS REMAINING) REMOVE AND REPLACE POST AND

FOOTING; REFER TO SHEETS LS-101 TO LS-105 FOR BID QUANTITIES.

11. TAKE PROPER PRECAUTIONS FOR HANDLING LEAD PAINT; CAPTURE, REMOVE AND LEGALLY DISPOSE OF LEAD PAINT CHIPS AND DUST DISLODGED DURING FENCE REMOVAL AND REHABILITATION. COMPLY WITH ALL

APPLICABLE REGULATIONS.

12. FOR IRONWORK REFURBISHED OFF SITE, SHOP CLEAN AND PREPARE IRONWORK TO REMOVE PAINT AND CORROSION AS SPECIFIED WITH LOW GRIT BLASTING. AVOID USING VERY SHARP OR HARD AGGREGATE OR EXCESSIVELY HIGH PRESSURE OVER 100 LBS/SQ IN. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH

SSPC-SP6/NACE 3 COMMERCIAL BLAST CLEANING FOR SHOP-PREPARED SUBSTRATES.

13. REPLACE DAMAGED OR MISSING ELEMENTS THAT CANNOT BE REFURBISHED INCLUDING BUT NOT LIMITED TO POSTS, RAILS, FINIALS, POST CAPS, DECORATIVE ELEMENTS, BRACKETS, HARDWARE, ETC. TO MATCH ORIGINAL.

USE STEEL (HARDWARE, FENCE AND GATE FRAMEWORK), AND CAST IRON (CASTINGS). MINOR BREAKAGE MAY BE REPAIRED WITH WELDING. FOR BIDDING PURPOSES ASSUME 100% REPLACEMENT OF ALL FENCE HARDWARE.

REFER TO TREATMENTS BY STATION NOTES ON SHEETS LS-101 TO LS-105 FOR BID QUANTITIES.

14. METAL ITEMS TO BE REFURBISHED IN PLACE SHALL BE POWER TOOL CLEANED ON ALL SURFACES IN ACCORDANCE WITH SSPC-SP3 POWER TOOL CLEANING RUST GRADE C FOR FIELD PREPARED SUBSTRATES. LOW PRESSURE GRIT BLASTING IN PLACE IS ACCEPTABLE, BUT ALL LEAD DUST MUST BE CONTAINED AND ALL

ADJACENT SURFACES PROTECTED FROM DAMAGE.

15. ALL IRONWORK SHALL RECEIVE THREE-PART, HIGH PERFORMANCE COATING AS SPECIFIED.

16. RE-INSTALL FENCE IN ORIGINAL LOCATIONS.

17. REFER TO SPECIFICATION SECTION 323100, IRONWORK REHABILITATION FOR ADDITIONAL REQUIREMENTS.

IRONWORK REHABILITATION NOTES

SCALE:

LODGE GATE

3/4" = 1'-0"2

MGKR

REMOVE AND REFURBISH FENCE CENTER PANEL

REFURBISH FENCE POSTS IN PLACE.

PROTECT AND CLEAN STONE PIERS TO

REMAIN (TYP). REPOINT ALL MORTAR

JOINTS. REPAIR STONE AS INDICATED IN

PHOTO NOTES

REMOVE EXISTING FENCE PANEL AND SALVAGE FOR REUSE.

FABRICATE AND INSTALL CURVED FENCE PANEL AS

INDICATED IN DETAIL 2/LS-502.

CANE BOLT RECEIVER

LS-503

LS-502

REMOVE AND REFURBISH VEHICULAR GATE (TYP. BOTH SIDES)

CLEAN GATE STOP AND

REFURBISH HARDWARE IN PLACE

(TYP. BOTH SIDES)

REMOVE AND REFURBISH MAN GATE

(TYP. BOTH SIDES)

PLAN

REFURBISH FENCE PANEL WITH EMBEDDED

IRONWORK IN PLACE

PIER 1

VIEW D

VIEW C

VIEW B

VIEW A

PIER 2

VIEW D

VIEW C

VIEW B

VIEW A

PIER 3

VIEW D & A

VIEW B

VIEW A & B

PIER 4

VIEW D

VIEW C

VIEW B

VIEW A

PIER 5

VIEW D

VIEW C

VIEW B

VIEW A & B

PIER 6

VIEW D & A

VIEW C & D

VIEW B & C

VIEW A & B

1A

1C

1B

1D

6A

6C

6B

6D

2A

2C

2B2D

5C

5B5D

4A

4B4D

3A

3C

3B3D

5A4C

PATCH STONE

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REMOVE STONE

PATCH AND

PROVIDE GRANITE

DUTCHMAN

REPAIR

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REPAIR CRACK

(MOCKUP

LOCATION)

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

PREMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REMOVE OLD

PATCH MATERIAL

AND PROVIDE

NEW STONE

PATCH

REPAIR CRACK

REPLACE

NON-MATCHING

STONE.

REPAIR CRACK

PATCH STONE

REPAIR CRACK.

REPLACE

NON-MATCHING

STONE

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REPLACE

NON-MATCHING

STONE.

REMOVE BRONZE

PLAQUE, CLEAN,

APPLY CLEAR

COAT TO BACK,

AND REINSTALL

WITH 12"

STANDOFFS TO

REDUCE FUTURE

STAINING

REPLACE

NON-MATCHING

STONE

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

REPAIR GRANITE

PROVIDE

LIMESTONE

REPLACEMENT

MOCKUP.

PATCH STONE AT

EMBEDDED IRON.

USE DUTCHMAN

TO REPAIR

DAMAGED

GRANITE.

REMOVE OLD

PATCH MATERIAL

AND PROVIDE NEW

STONE PATCH

USE DUTCHMAN

TO REPAIR

DAMAGED

GRANITE.

NOTES:

1. PROTECT EXISTING STONE PIERS, PAVING, AND OTHER

ITEMS TO REMAIN.

2. REFURBISH ALL FENCE AND GATE COMPONENTS. REFER TO

IRONWORK REHABILITATION NOTES ON SHEET LS-501 AND

SPECIFICATIONS.

3. SAMPLES AND MOCKUPS REQUIRED - REFER TO

SPECIFICATIONS

USE THIS FACE OF PIER FOR

THE FOLLOWING MOCKUPS:

1. CLEANING

2. LIMESTONE PATCH

3. GRANITE DUTCHMAN

REPAIR

4. REPOINTING

REPAIR CRACK.

REPAIR CRACK

REPAIR CRACK.

GRANITE

DUTCHMAN

REPAIR

REFURBISH PANEL WITH EMBEDDED IRONWORK IN PLACE

REMOVE AND REFURBISH CENTER FENCE PANEL.

REFURBISH FENCE POSTS IN PLACE.

REMOVE EXISTING FENCE PANEL AND SALVAGE

FOR REUSE. FABRICATE AND INSTALL CURVED

FENCE PANEL AS INDICATED IN DETAIL 2/LS-502.

EXISTING PANEL MISSING OR INCORRECT -

FABRICATE NEW CURVED PANEL AND

INSTALL AT BOTH SIDES OF ENTRANCE

(ONE SIDE SHOWN)

REMOVE, REFURBISH AND REINSTALL GATES IN THEIR EXISTING CONFIGURATION ON BOTH SIDES OF ENTRANCE (ONE SIDE SHOWN)

NOTES:

1. DRAWINGS PROVIDED WERE CREATED FROM ORIGINAL DESIGN DRAWINGS. EXISTING CONDITIONS

MAY VARY. FIELD MEASURE AND PROVIDE SHOP DRAWINGS.

2. REFURBISH ALL FENCE AND GATE COMPONENTS. REFER TO IRONWORK REHABILITATION NOTES ON

SHEET LS-501.

3. PROTECT STONE PIERS, PAVING, AND OTHER ITEMS TO REMAIN. CLEAN STONE AND REPOINT ALL

MORTAR JOINTS. REFER TO DETAIL 1/LS-502 FOR STONEWORK REPAIRS.

4. SAMPLES AND MOCKUP REQUIRED.

5. REFER TO SPECIFICATION SECTIONS 323100 IRONWORK REHABILITATION AND 040531 STONE MASON

REHABILITATION FOR ADDITIONAL REQUIREMENTS.

7' -6

9"

6"

6"

5' -0

1'

-0

4"

1 1/2" x 1 1/2" POST

4'-9"

2'-10 1/2" SQUARE 3'-5 1/2" SQUARE

6"

6"

8' -5

2"

3/4" X 1 1/2"

3/4" X 1 1/2"

3/4" SQUARE

3'-3"

1' -1

/2

2'-6 1/4" 4"

3/4" X 1 1/2"

3/4" X 1 1/2"

3/4" SQUARE

1 1/2" X 1/4" STRAPS BOTH SIDES

OF VERTICAL BARS

1 1/2" X 1/4" STRAPS

BOTH SIDES OF

VERTICAL BARS

2'-8"

2'-0"

1' -1

/2

4"

CARVED STONE PANEL

LIMESTONE CAP

LIMESTONE

GRANITE BASEGRANITE BASE

BALL BEARING PIVOT

AND PLATE IN PLACE

BALL BEARING PIVOT AND PLATE

CANE BOLTS

FINISH GRADE

REFURBISH EXISTING POST

6"

R1'-6"

EMBEDDED HINGE

EMBEDDED RAIL

CANE BOLT

RECEIVER

LS-503

VA FORM 08 - 6231

A

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9:

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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:S T A T E O F N E W J E R S E Y

K A R A

A R O G G E N K A M P

L A N D S C A P E A R C H I T E C TL I C E N S E D

21AS00139100

STAMP Office of Construction and Facilities ManagementSTRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-502

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

MAIN GATE DETAILS

SCALE:

MAIN GATE ELEVATION

3/4" = 1'-0"2

SCALE:

MAIN GATE

1/8" = 1'-0"1

SECTION

2'

8" 8"

GATE CANE BOLTS

8" LONG STAINLESS STEEL TUBING

4,000 PSI CONCRETE WITH DARK

GREY INTEGRAL COLOR TO MATCH

ADJACENT ASPHALT

EXISTING ASPHALT PAVING

DRAINAGE AGGREGATE

AASHTO #57 LIMESTONE

MED. BROOM FINISH, SLOPE TO DRAIN

PLAN

2'

2'

SAWCUT EXISTING

PAVEMENT NEATLY

#4 EPOXY COATED REBAR, BOTH

WAYS

4" FOR MAIN GATE

6" FOR LODGE GATE

2"

STAINLESS STEEL TUBING

NOTES:

1. FIELD MEASURE AND VERIFY

DIMENSIONS.

2. STAINLESS STEEL TUBING 8"

LONG BY:

2.1. 2" X 4" X 1/4" WALL FOR THE

MAIN GATE

2.2. 2" X 6" X 1/4" WALL FOR THE

LODGE GATE

3. SEAL CONCRETE SURFACE WITH

100% SILANE SEALER.

COMPACTED SUBGRADE

6"

FINISHED GRADE

4,000 PSI CONCRETE FOOTING

AASHTO #57 LIMESTONE

FENCE POST

2% MIN. WASH

24" TYP.

6"

3' -6

NOTE:

WHERE EXISTING POSTS ARE DAMAGED AND CANNOT BE REPAIRED IN

PLACE, REMOVE EXISTING POSTS AND FOOTINGS AND PROVIDE NEW

POSTS, BRACKETS AND HARDWARE, AND FOOTINGS AS DETAILED.

REFER TO SHEETS LS-101, LS-102 AND LS-105 FOR BID QUANTITIES.

DEMO DETAIL

CUT EXISTING EMBEDDED

HORIZONTAL POST RAILS

@ PIER LOCATIONS

CORE DRILL 8" INTO

PIER AND REMOVE

REMAINING EMBEDDED

RAIL

CONFIRM THAT THE

CORE OF THE PIER IS

CONSTRUCTED OF

CONCRETE. IF NO

CONCRETE EXISTS

IMMEDIATELY NOTIFY

THE COR.

4" EMBEDMENT INTO STONE VENEER 4" EMBEDMENT INTO CONCRETE CORE

DETAIL A

DETAIL A

SCALE: 6" = 1'-0"

SECTION A-A

SCALE: 6" = 1'-0"

4"

STONE

PATCHING

COMPOUND

4" OF

NON-SHRINK

GROUT

±6

4" MIN.

EDGE

DISTANCE

3 4" M

IN

ED

G

E D

IS

TA

N C

E

NEW FABRICATED

FENCE PANEL

ROUND HEAD, TYP.

MIN 1/2" ASTM A325

GALVANIZED BOLT W/

WASHER & SQUARE NUT

4" MIN.

EDGE

DISTANCE

3 4" M

IN

ED

G

E D

IS

TA

N C

E

M

AT

C H

W

ID

TH

O

F

EX

IS

TI

N G

H O

R

IZ

O N

TA

L

R

AI

L

8" PIN

8" LONG

8" THICK FLAT BAR(2) 34" x 34" EXISTING

HORIZONTAL RAILS

EXISTING 34" SQUARE

VERTICAL PICKET

GALVANIZED ASTM

A325 W/ ROUND

HEAD AND WASHER.

DIAMETER 12"

CONCRETE CORESTONE VENEER

A A

B

B MATCH WIDTH OF

EXISTING

HORIZONTAL RAIL

8" PIN

8" FLAT BAR

SECTION B-B

SCALE: 6" = 1'-0"

1 2"

1 2"

2" N om

6"

16" TYPICAL

95" +/- 14"

10" DIA.

NOTES:

1. REPAIR EXISTING STEEL FENCE.

2. EXISTING FENCE IS MONTAGE PLUS CLASSIC

STEEL ORNAMENTAL FENCE SYSTEM - FUSION

WELDED AND RACKABLE BY AMERISTAR, INC.

REPLACEMENT PARTS SHALL BE FROM THE

SAME MANUFACTURER AND SHALL MATCH THE

EXISTING FENCE IN ALL RESPECTS.

4,000 PSI CONCRETE FOOTING

FORM TOP 6" MIN. - POUR

NEAT, CLEAN UP ALL DEBRIS

SLOPE TO DRAIN

RAIL ATTACHMENT BRACKET

TO MATCH EXISTING

4" 16ga Picket

Post 21 2" x 16ga.

1-7/16" X 1-1/2" X 14 GA CHANNEL RAIL

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:S T A T E O F N E W J E R S E Y

K A R A

A R O G G E N K A M P

L A N D S C A P E A R C H I T E C TL I C E N S E D

21AS00139100

STAMP Office of Construction and Facilities ManagementSTRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-503

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

MAIN GATE AND STEEL FENCE DETAILS

SCALE:

CANE BOLT RECEIVER

1" = 1'-0"1

SCALE:

IRONWORK POST FOOTING

3/4" = 1'-0"2

SCALE:

FENCE RAIL ATTACHMENT BRACKET

3" = 1'-0"3 SCALE:

DECORATIVE STEEL FENCE

3/4" = 1'-0"4

6' -0

EXISTING 10'-0" (+/-2")

ELEVATION

TOP OF CURB

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.

4. FIELD VERIFY ALL EXISTING POST SIZES AND REQUIRED SLEEVE SIZE

5. PROVIDE FIELD INSTALLED MOCKUP FOR EACH POST SLEEVE SIZE FOR

APPROVAL BEFORE PROCEEDING WITH FINAL INSTALLATION.

TURNBUCKLE

ADJUSTABLE

TRUSS ROD

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

RAIL

EXISTING H-POST IN 12" WIDE CURB

FINISH GRADE

VA

R

IE

S

LINE POST TIE (TYP), 6 TIES

PER POST. SEE NOTE #3

1-5/8" SCH 40 BRACE RAIL AT

END AND CORNER POSTS

TENSION BAR

PROVIDE POST SLEEVE TO COVER

EXISTING POSTS IN PLACE - REFER

TO PHOTO NOTES FOR SIZES;

SLEEVE SHALL COVER POST

COMPLETELY

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

PROVIDE POST SLEEVE TO

COVER END & CORNER POST IN

PLACE - REFER TO PHOTO NOTES

FOR SIZES; SLEEVE SHALL

COVER POST COMPLETELY

DOME POST TOP

EXISTING CHAIN LINK FENCE ON 12" WIDE CURB

H-PROFILE LINE

POSTS TO REMAIN

1-3/4" X 2-1/4"

PROVIDE POST

SLEEVE: 4" O.D.,

0.16" WALL

(TYP.)

DEMOLISH CHAIN

LINK FABRIC,

RAILS, POST

TOPS,

HARDWARE, AND

ACCESSORIES

(TYP.) AND

REPLACE PER

DETAIL BELOW

7"

EXISTING 3-1/2" O.D. CORNER POST IN

12" WIDE CURB

3.5" O.D. POST TO REMAIN

PROVIDE POST SLEEVE: 4" O.D., 0.16" WALL

EXISTING CHAIN LINK FENCE ON 8" WIDE CURB - EAST SIDE

1-7/8" O.D. LINE

POSTS TO

REMAIN;

PROVIDE POST

SLEEVE: 2-3/8"

O.D., 0.13" WALL

(TYP.)

EXISTING CHAIN LINK FENCE - NORTH EAST CORNER

DEMOLISH CHAIN

LINK FABRIC,

RAILS, POST

TOPS,

HARDWARE, AND

ACCESSORIES

(TYP.) AND

REPLACE PER

DETAIL BELOW

2-7/8" O.D. CORNER

POST TO REMAIN

PROVIDE POST

SLEEVE: 4" O.D.,

0.16" WALL

(TYP.)

EXISTING CHAIN LINK FENCE ON 8" WIDE CURB - NORTH SIDE

2-3/8" O.D. LINE

POSTS TO

REMAIN;

PROVIDE POST

SLEEVE: 2-7/8"

O.D. 0.16" WALL

(TYP.)

DEMOLISH CHAIN

LINK FABRIC,

POST TOPS,

TENSION WIRE,

AND

ACCESSORIES

(TYP.) AND

REPLACE PER

DETAIL

EXISTING CHAIN LINK FENCE - NORTH WEST CORNER

2-3/8" O.D. LINE

POSTS TO

REMAIN;

PROVIDE POST

SLEEVE: 2-7/8"

O.D. 0.16" WALL

(TYP.)

2-7/8" O.D. END

POST TO REMAIN;

PROVIDE POST

SLEEVE: 4" O.D.

0.16" WALL (TYP.)

1-7/8" O.D. LINE

POSTS TO REMAIN;

PROVIDE POST

SLEEVE: 2-3/8"

O.D., 0.13" WALL

(TYP.)

POST SLEEVE INSTALLATION

SCALE: 3" = 1'-0"

POST

SLEEVE

WHERE GAP IS >1/8", FILL

BETWEEN POST AND

SLEEVE WITH SPRAY

FOAM INSULATION TO

MINIMIZE MOVEMENT;

CLEAN UP ALL WASTE;

NO FOAM TO BE VISIBLE

IN FINAL INSTALLATION

EXISTING FENCE

POST TO REMAIN

REMOVE SOIL TO

EXPOSE TOP OF

CURB

DEMOLISH CHAIN

LINK FABRIC,

POST TOPS,

RAILS, TENSION

WIRE AND

ACCESSORIES

AND REPLACE

PER DETAIL (TYP.)

DEMOLISH CHAIN LINK

FABRIC, POST TOPS,

RAILS, TENSION WIRE

AND ACCESSORIES AND

REPLACE PER DETAIL

BELOW (TYP.)

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 POST FOOTING - SEE

SECTION

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

SE

E

C H

AR

T

SEE CHART

SECTION - POST FOOTING

6"

FOOTING SIZE CHART:

POST FOOTING FOOTING

O.D. (ACTUAL) DEPTH DIAMETER

2-3/8" 3'-6" 12" 2-7/8" 3'-6" 15" 3-1/2" 4' 18" 4" 5' 18"

SLOPE TO DRAIN

FORM TOP 6" MIN. - POUR NEAT,

CLEAN UP ALL DEBRIS

FENCE POST

CEMENT CONCRETE FOOTING

- 4,000 PSI.

FINISHED GRADE

6' -0

ELEVATION

2" C

LR

FINISH

GRADE

VA

R

IE

S

REMOVE

DAMAGED CURB

TO NEAREST

JOINT

EXISTING CURB

TO REMAIN

CURB REMOVAL - REFER TO PLANS FOR LOCATIONS

CHAIN LINK FENCE

ON CURB - CURB

AND POSTS TO

REMAIN

LS-504

CHAIN LINK FENCE

WITH FOOTINGS

LS-504

CONTINUOUS

TOP AND

BOTTOM

RAILS

ELEVATION

FINISH GRADE

TOP OF CURB ELEV.

MATCH EXISTING ADJACENT

CURB

VA

R

IE

S

1/2" W EXPANSION JOINT WITH

ASPHALTIC EXPANSION JOINT

FILLER (FULL DEPTH); MATCH

CURB PROFILE WITH 1/4"

RECESS

#6 X 18" EPOXY COATED STEEL

DOWELS. GREASE AND CAP

ONE END. DRILL AND EPOXY AT

EXISTING CURBS

MATCH EX.

RADIUS OR

CHAMFER

8" OR 12"

MATCH EXISTING

ADJACENT CURB

6'

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

@ 10'-0" O.C. CHAIN LINK FENCE RAILS, FABRIC,

ACCESSORIES AND INSTALLATION

TO MATCH 1/LS-504

SECTION

2' CAST IN PLACE

PVC SLEEVE

SET POST IN

SLEEVE WITH

NON-SHRINK

GROUT

3' -6

LINE POST LOOP CAP

(TYP)

4,000 PSI

CONCRETE CURB

FOUNDATION

4,000 PSI CONCRETE

CURB FOUNDATION

COMPACT SOIL

BACKFILL

AROUND CURB

IN LIFTS -

REFER TO

NOTES

2"

CLR

#4 BAR CONT.

@ 18" O.C.

#4 BAR VERT.

@ 18" O.C., 6"

CLEAR OF

POSTS

18" MIN.

NOTES:

1. SUBMIT COMPLETE SHOP DRAWINGS.

2. PROVIDE DOWELED EXPANSION JOINTS;

JOINT SPACING AT 10'-0" O.C. OR TO

MATCH EXISTING ADJACENT CURBS

3. CURB PROFILE TO MATCH EXISTING

ADJACENT CURBS INCLUDING RADIUS,

FINISH, JOINT SPACING, HEIGHT, ETC.

4. DEMO EXISTING CURB TO NEAREST

JOINT WHEN POSSIBLE. IF NOT POSSIBLE,

CUT CURB A MINIMUM OF 5' FROM

NEAREST EXISTING JOINT.

4.1. DEMO BY CUTTING: SAW CUT CURB

TO 12" BELOW GRADE. REMAINING

WALL CAN BE REMOVED USING

POWER TOOLS.

5. LIMIT EXCAVATION TO THE MINIMUM

REQUIRED TO CREATE A STABLE

WALLED TRENCH. IF SUSPECTED BURIAL

REMAINS ARE UNCOVERED, STOP WORK

IMMEDIATELY AND NOTIFY THE COR.

6. COMPACT THE SOIL AT THE BASE OF THE

CURB TO 95% OF MAXIMUM DENSITY

ACCORDING TO ASTM D698.

7. FORM THE TOP OF THE CURB TO A

MINIMUM OF 12" BELOW GRADE. THE

REMAINING CURB DEPTH CAN BE

POURED UTILIZING THE TRENCH

EXCAVATION AS FORMWORK.

8. AFTER REMOVAL OF THE FORMWORK,

BACKFILL TRENCH WITH THE EXCAVATED

SOIL. BACKFILL AND COMPACT SOIL TO

95% IN 12" LOOSE LIFTS. ALTERNATE

LIFTS ON EACH SIDE, MAINTAINING A

LEVEL SOIL ELEVATION, TO PREVENT

TILTING.

FORM CURB TO

MIN. 12" BELOW

GRADE - REFER

TO NOTES

COMPACTED

SUBGRADE

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:S T A T E O F N E W J E R S E Y

K A R A

A R O G G E N K A M P

L A N D S C A P E A R C H I T E C TL I C E N S E D

21AS00139100

STAMP Office of Construction and Facilities ManagementSTRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

LS-504

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

CHAIN LINK FENCE DETAILS

SCALE:

CHAIN LINK FENCE ON CURB - CURB AND POSTS TO REMAIN

1/2" = 1'-0"1

SCALE:

CHAIN LINK FENCE WITH FOOTINGS

1/2" = 1'-0"2

SCALE:

CURB REMOVAL WITH FENCE REPLACEMENT

1/2" = 1'-0"3

SCALE:

NEW CHAIN LINK FENCE ON CURB

1/2" = 1'-0"4