804CM3020 Beverly NC BID SET dwg bk01.pdf

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

SITE LOCATION MAP (N.T.S.)

CEMETERY SITE MAP (N.T.S.)

G-100

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022 MG

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

KR

TITLE SHEET

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN

UNLESS SPECIFICALLY INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

APPLICABLE LAWS, ORDINANCES, AND CODES. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE

THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT

ONCE IN WRITING TO THE CONTRACTING OFFICER'S

REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR

SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY

THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING

CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.)

LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE (NJ ONE CALL) AT LEAST 3

WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION AND SHALL COORDINATE ALL

CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S

REPRESENTATIVE'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE

MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY

DISPOSED OF OFF SITE BY CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION,

BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS

FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO

REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE

TO THE GOVERNMENT. DISTURBED AREAS SHALL BE

RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED WITH SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES, UNLESS OTHERWISE NOTED.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES

DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S

REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR

CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS

WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT

OF THE DRAWINGS.

GENERAL NOTES

SHEET DWG. SHEET TITLE

DEPARTMENT OF VETERANS AFFAIRS

OWNER

NATIONAL CEMETERY ADMINISTRATION

Beverly National Cemetery

REPAIR AND REPLACEMENT OF

PERIMETER FENCE

2022-01-28

PROJECT NUMBER: 804-CM3-020

BID SET

1. G-100 TITLE SHEET

2. V-001 EXISTING CONDITIONS

3. GC-001 CONSTRUCTION STAGING PLAN

4. LS-101 SITE LAYOUT AND MATERIALS PLAN - AREA A

5. LS-102 SITE LAYOUT AND MATERIALS PLAN - AREA B

6. LS-103 SITE LAYOUT AND MATERIALS PLAN - AREA C

7. LS-104 SITE LAYOUT AND MATERIALS PLAN - AREA D & E

8. LS-105 SITE LAYOUT AND MATERIALS PLAN - AREA F

9. LS-501 IRONWORK FENCE DETAILS

10. LS-502 MAIN GATE DETAILS

11. LS-503 MAIN GATE AND STEEL FENCE DETAILS

12. LS-504 CHAIN LINK FENCE DETAILS

SHEET INDEX

ALUMINUM

SLIDING GATE

ALUMINUM FENCE ALUMINUM

GATE

CHAIN LINK FENCE

WR

OU

GH

T

IR

ON

GA

TE

WROUGHT IRON FENCE

WOODENFENCE

WR

OU

GH

T

IR

ON

F

EN

CE

W

ROUGHT IRON

GATE

W

ROUGHT IRON FENCE

CHAIN LINK

FENCE

SHED

2-STORYBRICKBUILDING

1-

ST

OR

Y

BR

IC

K

BU

ILD

IN

G

MACADAM

CHAIN LINK FENCE ON CONC WALL

CHAIN LINK FENCE ON CONC W

ALL

WR

OU

GH

T

IR

ON

FE

NC

E

CHICKEN

COOP

DOG

HOUSE

WR

OU

GH

T

IR

ON

F

EN

CE

WR

OU

GH

T

IR

ON

F

EN

CE

W

ROUGHT IRON FENCE

CHAIN LINK FENCE ON CONC WALL

ALUMINUM FENCE

CHAIN LINK FENCE ON CONC WALL

W

ROUGHT IRON FENCE

WROUGHT IRON FENCE

ALUMINUM

FENCE

995 LF

599 LF

960 LF

69 LF

128 LF2,070 LF

96 LF

333 LF

663 LF

234 LF

LF

LF

LF

LF

LF

226 LF

111 LF

LF

556 LF

105 LF

255 LF

24" 24"

24" 24" 24"

24" 24"

24" 24"

24" 24" 24" 24"

24" 24" 24" 24"

24" 24" 24" 24"

24"

24"

20"

20"

20" 20" 20" 20"

20"

20"

12"12"

12" 12"

12" 12"

12" 12" 12" 12"

12"

12" 12"

12"

12"

12"

12" 12"

12" 12"

30"

36"

36"

36"

36"

10" 8" 8" 8"

8"

8"

18" 18"18" 18" 18"18"

18"18"

18"18" 18"18" 18"18"

10"

4"

6"

16"

6"

6"6"

12" 12"

12" 12" 12"

12" 12"

12"

12" 12"

12" 12"

18"

18"

18"

18" 18" 18" 18"

18" 18" 18"

18"

18"

10"

10"

20" 20"

20"

20"

20" 20" 20"

4" 16"

16" 16" 8"

8" 40"

24"

24"

20"

18" 18" 36"

18"

12"

12"

18"

18"

18"

12"

12"

12"

12"

60"

20"

48"

48"

48"

48"

48"

10"

30"

10"

30"

30"

30"

30"

60"

60"

24"

36"

36"

36"

36"

36"

"12

"2x

8"10

2x

2x

"10

"8"

6"

6"

6"

24"

12"

28"

8" 8"

6"6"6"6"

6"6"8" 8"12

4"

"24

"24

2x 8"24

18" 48"

24"

24"

48"

48"

48"

10" 10"

24"

12"

60"

12"

12" 12"

24"

36" 36" 48"

36"

36"

36"

36"

10"

10"

8"

8"

8"

24"

20"

60"

48"

48"

12"

24"

12"

9' SECTION OF CONC W

ALL M

ISSING

15"36"36"

30"2x12"

2x15"

18"30"

36"

2x18"

32"

30"32"38"

28"

30"

34"

2x

32"

48"

GOOSE

HOUSE

24"

36" 30"

30"

8" 8"

SHED

PLANTER

6" 12

48"

48"

10"

48"

36"

30"

48"

18"

10"

30"

48"

12"

48"

48" 8"

4"6"

12" 36"

48"

24"

48"

48"

60"

12"

CONC PAD

CONC PAD

PERIMETER CHAIN LINK FENCE W/ POST LOCATIONS

PERIMETER WROUGHT IRON FENCE W/ POST LOCATIONS

PERIMETER ALUMINUM FENCE W/ POST LOCATIONS

WOODEN FENCE

CONCRETE SIDEWALK

CONCRETE WALL

EDGE OF PAVING

RIGHT OF WAY LINE

PROPERTY LINE

CENTER LINE

DECIDUOUS TREE

CONIFEROUS TREE

GRAVESTONE MARKERS

PILLAR

LEGEND

AREA = 62.4± ACRES

HEAD STONE

CHAIN LINK FENCE

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 ManagementSTRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

V-001

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022 MS

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

EXISTING CONDITIONS

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

Scale: 1" = 100'

100 100 2000

01/19/2022

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

MAIN GATE

APPROXIMATE

LOCATION OF

CEMETERY DRIVE (TYP.)

- NOT SURVEYED

LODGE GATE

CONSTRUCTION ENTRANCE

LODGE

GARAGE

- CONTRACTOR MAY USE FOR

TEMPORARY OFFICE - REFER

TO NOTES THIS SHEET

EXISTING ROAD AVAILABLE FOR USE FOR

CONTRACTOR PARKING AND TEMPORARY

CONSTRUCTION STAGING AREA

-CONTRACTOR IS RESPONSIBLE FOR

SECURING ALL STORED MATERIALS.

PROVIDE 8' HT TEMPORARY FENCE WITH

SCREEN FABRIC.

APPROXIMATE

LOCATION OF

CEMETERY DRIVE (TYP.)

- NOT SURVEYED

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

GC-001

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

CONSTRUCTION STAGING

PLAN

Scale: 1" = 100'

100 100 2000

NORTH

1. CONTRACTOR TO WORK IN ACCORDANCE WITH DIVISION 01

SPECIFICATION SECTION 'GENERAL REQUIREMENTS'.

2. SUBMIT CONSTRUCTION SEQUENCING PLAN AND SCHEDULE TO

COR FOR APPROVAL PRIOR TO STARTING WORK. SCHEDULE

SHALL INCLUDE APPROXIMATE DATES ON WHICH THE

CONTRACTOR INTENDS TO START AND FINISH WORK IN EACH

AREA OF THE SITE, BUILDING, OR PORTION THEREOF.

SCHEDULE SHALL BE UPDATED AND SUBMITTED WITH EACH

PAY APPLICATION.

3. CONTRACTOR SHALL NOTIFY THE COR TWO WEEKS IN

ADVANCE, IN WRITING, OF THE PROPOSED DATE OF STARTING

WORK IN EACH AREA OF THE SITE AND OF ANY PROPOSED

UTILITY INTERRUPTIONS OR CONFLICTS WITH CEMETERY

OPERATIONS.

4. CEMETERY OPERATIONS SHALL TAKE PRECEDENCE OVER

CONSTRUCTION ACTIVITIES. CONSTRUCTION ACTIVITIES

SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR TO

AVOID CONFLICTS WITH OPERATIONS, SERVICES AND EVENTS.

CONTRACTOR SHALL CEASE NOISY WORK AND DELIVERIES

DURING COMMITTAL SERVICES OR CEMETERY EVENTS

WHENEVER THEY OCCUR.

4. MAINTAIN PUBLIC ACCESS TO GRAVE SITES AT ALL TIMES

DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S

REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR

CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

5. NO CONTRACTOR VEHICLE PARKING IS ALLOWED ON

CEMETERY ROADS EXCEPT AS INDICATED ON THIS SHEET. DO

NOT BLOCK CEMETERY ROADS, STAFF OR VISITOR PARKING

AREAS. COORDINATE WITH CEMETERY STAFF FOR ON-SITE

LOCATIONS FOR WORKER PARKING DURING CONSTRUCTION.

6. CONTRACTOR SHALL DOCUMENT THE PRE-CONSTRUCTION

CONDITION OF THE BUILDINGS AND SITE AND SHALL RESTORE

ANY EXISTING FEATURES DAMAGED AS A RESULT OF

CONSTRUCTION OPERATIONS TO THEIR PRE-CONSTRUCTION

CONDITION, INCLUDING BUT NOT LIMITED TO BUILDING

FINISHES AND FLOORING, PAVEMENTS, ROADWAYS, AND

LAWNS.

7. CONTRACTOR MAY USE THE EXISTING GARAGE BUILDING

LOCATED NEAR THE LODGE AS A TEMPORARY OFFICE DURING

CONSTRUCTION. THE CONTRACTOR SHALL DOCUMENT THE

PRECONSTRUCTION CONDITION OF THE BUILDING AND

RESTORE IT TO ITS PRECONSTRUCTION CONDITION AFTER

CONSTRUCTION OPERATIONS ARE COMPLETE. GARAGE BAYS

MAY BE USED FOR STORAGE OF NON-HAZARDOUS MATERIALS

AND EQUIPMENT. USE OF THE BUILDING SHALL BE

COORDINATED WITH THE CEMETERY DIRECTOR AND ITS

CONDITION SHALL BE PERIODICALLY REVIEWED BY THE NCA

INSPECTOR AND CEMETERY. COMPLY WITH ANY APPLICABLE

LAWS AND CODES.

8. CONTRACTOR SHALL PROVIDE ANY TEMPORARY CONTROLS

NEEDED FOR PUBLIC SAFETY AND SECURITY OF THE JOB SITE,

INCLUDING BUT NOT LIMITED TO TEMPORARY FENCING (REFER

TO DIVISION 01 SECTION 'GENERAL REQUIREMENTS),

BARRICADES, SIGNAGE, AND TRAFFIC CONTROL.

9. REFER TO SHEETS LS-101 THRU LS-105 FOR TEMPORARY

FENCING REQUIREMENTS WHILE PERMANENT FENCE IS

REMOVED.

GENERAL PHASING NOTES

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

MGKR

TYPICAL LOWER PICKET DAMAGE

TREES GROWING INTO FENCE;

VINES ON FENCE

TYPICAL POST DAMAGE

TREE GROWING INTO FENCE;

VINES ON FENCE

TYPICAL POST AND PANEL DAMAGE

TYPICAL POST DAMAGE

LODGE GATE

0+00

1+00

2+00

3+00

4+00

5+00

6+00 7+00

8+00

9+00

10+00

11+00

12+00

13+00

84+00

84+52.23

BP:0+00.00

PI:6+14.67

PI:8+40.83

PI:9+78.36

PI:84+09.83

PI:84+16.85

PI:84+23.91

PI:84+30.90

EP:84+52.23

0+50

1+50

2+50

3+50

4+50

5+50

6+50

7+50

8+50

9+50

10+50

11+50

12+50

13+50

84+50

M

AT

C H

LI

N

E

- A

R

EA

B

M

ATC

H

LIN

E - AR

EA A

MATCHLINE - AREA F

MAIN GATE

(BASE BID)

LS-502

APPROXIMATE

LOCATION OF

CEMETERY DRIVE (TYP.)

- NOT SURVEYED

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

A

B C

DE

F

Gate Enlargement

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-101

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022 MG

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

KR

SITE LAYOUT AND MATERIALS PLAN

- AREA A

Scale: 1" = 40'

40 40 800

NORTHAREA A

1. CONTRACTOR SHALL NOT

WORK UPON OR STORE

ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

DESIGNATED LIMITED

ACCESS ROUTES ARE

INDICATED ON THE PLANS.

2. PROTECT ALL EXISTING

GRAVESITES,

HEADSTONES, AND FLAT

MARKERS FROM DAMAGE

DUE TO CONSTRUCTION

OPERATIONS.

3. MONUMENT PROTECTION

SHALL BE INSTALLED

IMMEDIATELY PRIOR TO

DEMOLITION OR

CONSTRUCTION ACTIVITIES

OCCURING WITHIN 10' OF

EXISTING MONUMENTS AND

SHALL BE REMOVED

IMMEDIATELY AFTER

DEMOLITION OR

CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

GRAVESITE PROTECTION NOTES

EXAMPLE OF HEADSTONE COVER

3. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

4. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR

FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED

IMPROVEMENTS. IMMEDIATELY NOTIFY COR OF ANY

DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS

WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT

OF THE DRAWINGS.

1. ALL TREES NOT INDICATED TO BE REMOVED ARE TO BE

PROTECTED FROM DAMAGE DUE TO CONSTRUCTION

OPERATIONS.

2. TRUNK PROTECTION - FOR TREES OVER 6 INCH DBH: PROTECT

THE TRUNK OF THE TREE FROM ACCIDENTAL MECHANICAL

DAMAGE FROM ADJACENT CONSTRUCTION WORK BY

ATTACHING LUMBER TO THE TRUNK WITH NYLON WEBBING

STRAPS. DO NOT USE NAILS OR BOLTS.

3. PROTECTION ZONE: THE AREA DEFINED BY THE DRIP LINE OF

THE OUTER EXTENT OF THE CANOPY OF A TREE OR WITHIN THE

TREE PROTECTION FENCE AREA AS SHOWN ON PLANS,

WHICHEVER IS LARGER.

4. ACTIVITIES PROHIBITED WITHIN DRIPLINES/PROTECTION ZONES:

4.1. STORAGE OF ANY CONSTRUCTION MATERIALS, EQUIPMENT,

STOCKPILING, EXCAVATION OR FILL, SOIL, GRAVEL, TRASH,

TOOLS, STONES, FENCING ETC., EXCEPT IN DESIGNATED

AREAS AS APPROVED BY THE GOVERNMENT.

4.2. EQUIPMENT OR VEHICLE PARKING, EXCEPT IN DESIGNATED

AREAS AS APPROVED BY THE GOVERNMENT.

4.3. VEHICULAR TRAFFIC WITHOUT PROPER CONSTRUCTION

MATTING.

4.4. MASONRY SET UP, CLEAN UP OR WASHOUT.

4.5. DUMPING OF ANY CHEMICALS, (I.E. PAINT THINNER FROM

CLEANING BRUSHES), WASH-OUT MATERIALS FROM

CLEANING EQUIPMENT, CONCRETE OR MORTAR

REMAINDER, TRASH, GARBAGE, OR DEBRIS OF ANY KIND.

5. ROOT ZONE PROTECTION:

5.1. IN GENERAL, VEHICLE TRAFFIC IS PROHIBITED IN

PROTECTION ZONES, EXCEPT IN EXISTING PAVED AREAS AS

APPROVED BY OWNER. IF EQUIPMENT ACCESS IS

REQUIRED THROUGH PROTECTION ZONES, PROVIDE THE

FOLLOWING:

5.1.1. VEHICLES AND EQUIPMENT CONSTRUCTION MATTING:

GEOTEXTILE FABRIC WITH 8-INCH THICKNESS OF

COARSELY SHREDDED WOOD CHIPS ON TOP.

RESPREAD OR ADD MULCH AS NEEDED TO MAINTAIN

THE SPECIFIED THICKNESS.

5.1.2. PEDESTRIAN TRAFFIC AND SHORT TERM (ONE DAY)

MATERIAL STAGING: DURING FENCE INSTALLATION,

PROTECT SOIL AND LAWN AREAS WITHIN PROTECTION

ZONES WITH 1-INCH THICK PLYWOOD.

5.2. COMPLETELY REMOVE ALL CONSTRUCTION MAT MATERIALS

AS SOON AS POSSIBLE.

6. GRADING. IN GENERAL, GRADING AND EXCAVATION IS

PROHIBITED WITHIN PROTECTION ZONES, EXCEPT IN EXISTING

PAVED AREAS. IF UNAVOIDABLE, EXCAVATION SHALL BE

CONDUCTED USING TUNNELLING/BORING, HAND DIGGING,

HYDRAULIC EXCAVATION, OR PNEUMATIC EXCAVATION (AIR

SPADE) IN ORDER TO LOCATE ROOTS PRIOR TO DAMAGING

THEM.

6.1. IF ROOTS OVER 2” DIAMETER ARE ENCOUNTERED:

6.1.1. PROTECT EXPOSED ROOTS BY IMMEDIATELY

WRAPPING WITH WET BURLAP AND KEEP MOIST. DO

NOT LEAVE THE TRENCH OPEN FOR LONGER THAN 4

HOURS, QUICKLY REPLACE THE SOIL AND SOAK WITH

WATER TO PACK.

6.1.2. IF POSSIBLE, LEAVE ROOTS IN PLACE.

6.2. IF UNAVOIDABLE, CONDUCT ROOT PRUNING BY CUTTING

EXPOSED ROOTS CLEANLY WITH A WHEEL SAW,

RECIPROCATING SAW OR SMALL PRUNING SAW.

CONTRACTOR SHALL NOT RIP, CHOP, OR TEAR ROOTS.

7. ALL PRUNING, TREE REMOVALS, ROOT PRUNING, AND

FERTILIZATION REQUIRED SHALL BE PERFORMED BY A

LICENSED ARBORIST.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF

REMEDIAL MEASURES FOR TREES DAMAGED BY CONSTRUCTION

ACTIVITIES, INCLUDING BUT NOT LIMITED TO PRUNING,

TREATMENTS, TREE REMOVAL, AND REPLACEMENT WITH A

MINIMUM SIX INCH CALIPER TREE OF THE SAME SPECIES, AT NO

ADDITIONAL COST TO THE GOVERNMENT.

TREE PROTECTION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN

UNLESS SPECIFICALLY INDICATED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF

APPLICABLE LAWS, ORDINANCES, AND CODES. CONTRACTOR

SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS.

3. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE

THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT

ONCE IN WRITING TO THE CONTRACTING OFFICER'S

REPRESENTATIVE ANY DEFICIENCIES. THE CONTRACTOR

SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY

THE DOCUMENTS AND IMMEDIATELY REPORT ANY

DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING

CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.)

LOCATIONS AND REPORT ANY DISCREPANCY TO THE

CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

4. NOTIFY UTILITY LOCATOR SERVICE (NJ ONE CALL) AT LEAST 3

WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION.

5. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS

OF CONSTRUCTION AND SHALL COORDINATE ALL

CONSTRUCTION EFFORTS WITH CONTRACTING OFFICER'S

REPRESENTATIVE'S REQUIREMENTS.

6. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE

MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY

DISPOSED OF OFF SITE BY CONTRACTOR.

7. PROTECT EXISTING WALLS, PLAQUES, SIGNS, HISTORIC

ELEMENTS, FENCING, GATES, LANDSCAPING, IRRIGATION,

BENCH MARKS, UTILITIES, SIDEWALKS, PAVING AND CURBS

FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL

CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO

REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE

TO THE GOVERNMENT. DISTURBED AREAS SHALL BE

RESTORED TO ORIGINAL CONDITION. ANY EXISTING LAWN

AREAS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE

RESTORED WITH SOD (NOT SEED).

8. PROTECT ALL EXISTING TREES, UNLESS OTHERWISE NOTED.

9. PROTECT GRAVESITES AND MONUMENTS.

10. MAINTAIN PUBLIC ACCESS TO GRAVESITES AT ALL TIMES

DURING CONSTRUCTION. OBTAIN CONTRACTING OFFICER'S

REPRESENTATIVE'S APPROVAL IF RESTRICTING ACCESS IS

NECESSARY FOR PUBLIC SAFETY DURING DEMOLITION OR

CONSTRUCTION. PROVIDE TEMPORARY BARRICADES,

FENCING, TRAFFIC CONTROL AND SIGNAGE AS NEEDED TO

MAINTAIN PUBLIC SAFETY DURING CONSTRUCTION.

11. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS

WHERE NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT

OF THE DRAWINGS.

GENERAL NOTES

KEY PLAN NOT TO SCALE

REHABILITATION NOTES BY STATION

AREA A - STATIONS 0+00 TO 13+83 AND 84+02 TO 84+52

NOTE: QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION OF FENCE AS SPECIFIED PRIOR

TO STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

0+00 5+15 IRON FENCE

DESCRIPTION OF WORK

REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES ON LS-501 AND DETAIL 1/LS-501 FOR REQUIREMENTS. REPAIR

FENCE PICKETS (165). REMOVE, REPAIR OR REPLACE, REFINISH, AND

REINSTALL DAMAGED FENCE POSTS (1) AND FENCE PANELS (3).

PROVIDE REPLACEMENT FINIALS (2).

EXISTING FENCE

TYPE

STATION

END

STATION

START

BID ITEM

5+15 5+29 IRON FENCE

(LODGE GATE)

REMOVE, REPAIR, REFURBISH, AND REINSTALL IRON GATE. REFER

TO IRONWORK REHABILITATION NOTES ON LS-501 AND DETAIL

2/LS-501 FOR REHABILITATION REQUIREMENTS. REFURBISH GATE

POSTS IN PLACE. DEMOLISH EXISTING CANE BOLT RECEIVER.

PROVIDE NEW CANE BOLT RECEIVER PER 1/LS-503. ALL GATE

HARDWARE TO BE FULLY OPERATIONAL FOR FINAL ACCEPTANCE.

6+14.67 8+87 IRON FENCE REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES ON LS-501 AND DETAIL 1/LS501 FOR REQUIREMENTS. REPAIR

FENCE PICKETS (20). REMOVE, REPAIR OR REPLACE, REFINISH, AND

REINSTALL DAMAGED FENCE POSTS (1) AND FENCE PANELS (1).

PROVIDE REPLACEMENT FINIALS (15).

8+50 8+87

9+00 9+05

IRON FENCE

IRON FENCE

REMOVE VINES FROM FENCE.

PROTECT EXISTING TREE TO REMAIN. REHABILITATE FENCE IN

PLACE TO THE EXTENT POSSIBLE WITHOUT DAMAGING THE TREE.

9+05 13+83 IRON FENCE REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES ON LS-501 AND DETAIL 1/LS501 FOR REQUIREMENTS. REPAIR

FENCE PICKETS (50). REMOVE, REPAIR OR REPLACE, REFINISH, AND

REINSTALL DAMAGED FENCE POSTS (2) AND FENCE PANELS (3).

PROVIDE REPLACEMENT FINIALS (2).

84+02 84+52.23 IRON FENCE

REMOVE 4 TREES GROWING INTO FENCE; GRIND STUMPS TO 12"

BELOW GRADE AND BACKFILL; REMOVE AND REPLACE 2 POSTS AND

3 PANELS.

9+50 10+80 IRON FENCE

REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES ON LS-501 AND DETAIL 1/LS501 FOR REQUIREMENTS.

REPAIR FENCE PICKETS (22). REMOVE, REPAIR OR REPLACE,

REFINISH, AND REINSTALL DAMAGED FENCE POSTS (1), AND FENCE

PANELS (1).

5+29 6+14.67 IRON FENCE REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES ON LS-501 AND DETAIL 1/LS501 FOR REQUIREMENTS. REPAIR

FENCE PICKETS (5). REMOVE, REPAIR OR REPLACE, REFINISH, AND

REINSTALL DAMAGED FENCE POSTS (1).

BASE BID

BASE BID

BASE BID

BASE BID

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

MACADAM

PLANTER

FRANKLIN AVE. PEDESTRIAN GATE

TYPICAL PICKET DAMAGE

ALUMINUM PANELS

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

28+00

PI:15+34.32

PI:18+99.10

14+50

15+50

16+50

17+50

18+50

19+50

20+50

21+50

22+50

23+50

24+50

25+50

26+50

27+50

M

AT

C H

LI

N

E

- A

R

EA

B M

AT

C

H

LI

N E

- A R

EA

B

M

ATC

H

LIN

E - AR

EA A

M

ATC

H

LIN

E - AR

EA F

MATCHLINE - AREA E

M

AT

C H

LI

N

E

- A

R

EA

C

M

ATC

H

LIN

E - AR

EA B

18+99.10 - IRON FENCE

MEETS CHAIN

LINK (8" CURB)

PROTECT

LANDSCAPING TO

REMAIN (TYP)

APPROXIMATE LOCATION

OF CEMETERY DRIVE (TYP.)

- NOT SURVEYED

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

A

B C

DE

F

Gate Enlargement

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-102

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

SITE LAYOUT AND MATERIALS PLAN

- AREA B

AREA B

Scale: 1" = 40'

40 40 800

NORTH

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

REFER TO LS-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

LAYOUT NOTES

REFER TO LS-101 FOR LAYOUT NOTES

GENERAL NOTES

REFER TO LS-101 FOR GENERAL NOTES

GRAVESITE PROTECTION NOTES

REFER TO LS-101 FOR GRAVESITE PROTECTION NOTES

KEY PLAN NOT TO SCALE

REHABILITATION NOTES BY STATION

13+83 16+37 IRON FENCE

DESCRIPTION OF WORK

REHABILITATE IRON FENCE. REFER TO IRONWORK

REHABILITATION NOTES ON LS-501 AND DETAIL 1/LS501 FOR

REQUIREMENTS. REPAIR FENCE PICKETS (20). REPRODUCE AND

INSTALL MISSING OR BROKEN FINIALS (2). REMOVE, STRAIGHTEN

AND REINSTALL DAMAGED FENCE POSTS (5). PROVIDE FENCE

PANELS 8).

EXISTING FENCE

TYPE

STATION

END

STATION

START

15+34.32 18+99.10 IRON FENCE PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF PERMANENT

FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS DURING

CONSTRUCTION

16+47 18+15 IRON FENCE REHABILITATE IRON FENCE. REFER TO IRONWORK

REHABILITATION NOTES ON LS-501 AND DETAIL 1/LS501 (SIM) FOR

REQUIREMENTS. REPAIR FENCE PICKETS (55). REPRODUCE AND

INSTALL MISSING OR BROKEN FINIALS (2). REMOVE, STRAIGHTEN

AND REINSTALL DAMAGED FENCE POSTS (2).

18+15 18+35 ALUMINUM FENCE REMOVE AND DEMOLISH EXISTING ALUMINUM FENCE PANELS.

PROVIDE 2 PANELS AND 1 POST MATCHING EXISTING ADJACENT IRON

FENCE. REFER TO 1/LS501 AND IRONWORK REHABILITATION NOTES

ON LS-501.

18+35 18+99.10 IRON FENCE REHABILITATE IRON FENCE. REFER TO IRONWORK

REHABILITATION NOTES ON LS-501 AND DETAIL 1/LS501 (SIM) FOR

REQUIREMENTS. REPAIR FENCE PICKETS (21). REPRODUCE AND

INSTALL MISSING OR BROKEN FINIALS (1). REMOVE, STRAIGHTEN

AND REINSTALL DAMAGED FENCE POSTS (2).

18+99.10 28+13 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND CURBS SHALL REMAIN IN

PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER

DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

AREA B - STATIONS 13+83 TO 28+13

BID ITEM

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 01

ADD ALTERNATE 02

16+37 16+47 IRON FENCE REMOVE, REPAIR, REFURBISH, AND REINSTALL IRON GATE. REFER

TO IRONWORK REHABILITATION NOTES ON LS-501 AND DETAIL

1/LS501 (SIM) FOR REQUIREMENTS. REFURBISH GATE POSTS IN

PLACE. GATE TO BE FULLY OPERATIONAL FOR FINAL ACCEPTANCE.

ADD ALTERNATE 01

NOTE: QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION OF FENCE AS SPECIFIED

PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

20+68 20+68 REMOVE VINES AND 1 TREE GROWING INTO FENCE; GRIND STUMP TO

12" BELOW GRADE AND BACKFILL

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

ADD ALTERNATE 02

MGKR

DOG

HOUSE

CONC PAD

CONC PAD

VEGETATION GROWING ON FENCE. EXISTING TREES TO REMAIN.

FENCE AND CURB DAMAGE

VEGETATION GROWING ON FENCE. EXISTING TREES TO REMAIN.

FENCE AND CURB DAMAGE

TREE GROWING INTO FENCE;

VEGETATION GROWING ON FENCE

TREE GROWING INTO FENCE; OMITTED CURB SEGMENT

29+00

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00

40+00

41+00

PI:28+94.88

PI:34+94.13

28+50

29+50

30+50

31+50

32+50

33+50

34+50

35+50

36+50

37+50

38+50

39+50

40+50

41+50

MATCHLINE - AREA D

M

AT

C H

LI

N

E

- A

R

EA

C

M

ATC

H

LIN

E - AR

EA B

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

A

B C

DE

F

Gate Enlargement

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

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

SITE LAYOUT AND MATERIALS PLAN

- AREA C

LS-103

Scale: 1" = 40'

40 40 800

NORTH

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

REFER TO LS-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

AREA C

GRAVESITE PROTECTION NOTES

REFER TO LS-101 FOR GRAVESITE PROTECTION NOTES

KEY PLAN NOT TO SCALE

REHABILITATION NOTES BY STATION

AREA C - STATIONS 28+13 TO 41+54

28+13 33+70

DESCRIPTION OF WORK

REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND EXISTING CURB SHALL REMAIN

IN PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER

DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

EXISTING FENCE

TYPE

STATION

END

STATION

START

28+45

33+00

29+25

34+94.13

REMOVE EXISTING VEGETATION GROWING ON FENCE. PROTECT

EXISTING TREES.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

REMOVE EXISTING VEGETATION GROWING ON FENCE.

PROTECT EXISTING TREES EXCEPT AS NOTED.

33+70 33+90 REMOVE EXISTING FENCE AND CURB; PROVIDE NEW CHAIN LINK

FENCE ON CURB PER DETAIL 4/LS-504. PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

REMOVE TREE. GRIND OUT STUMP TO 12" BELOW GRADE AND

BACKFILL.

33+72 33+76 CHAIN LINK FENCE

SET IN 8" WIDE

CURB

34+94.13 36+00 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND EXISTING CURB SHALL REMAIN

IN PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER

DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

36+00 36+20 REMOVE EXISTING FENCE AND CURB; PROVIDE NEW CHAIN LINK

FENCE ON CURB PER DETAIL 4/LS-504. PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

36+20 38+88 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND EXISTING CURB WALLS SHALL

REMAIN IN PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS

PER DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE

IF PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

38+88 39+44 CHAIN LINK FENCE

SET IN 8" WIDE

CURB

REMOVE EXISTING FENCE AND CURB. PROVIDE NEW CHAIN

LINK FENCE PER DETAIL 2/LS-504 AND 3/LS-504. PROTECT

EXISTING TREES; ADJUST POST SPACING TO AVOID TREE

TRUNK FLARE AND MAIN STRUCTURAL ROOTS. PROVIDE

TEMPORARY 6' HT CHAIN LINK FENCE IF PERMANENT FENCE

WILL BE REMOVED FOR MORE THAN 12 HOURS DURING

CONSTRUCTION.

39+44 40+34 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND EXISTING CURB SHALL REMAIN

IN PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER

DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

40+34 40+44 REMOVE EXISTING FENCE AND CURB; PROVIDE NEW CHAIN LINK

FENCE ON CURB PER DETAIL 4/LS-504. PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

40+44 41+45 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND CURB SHALL REMAIN IN PLACE.

PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER DETAIL

1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

41+45 41+54 REMOVE EXISTING FENCE AND CURB; PROVIDE NEW CHAIN LINK

FENCE ON CURB PER DETAIL 4/LS-504. PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

NOTE: QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION OF FENCE AS SPECIFIED

PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

BID ITEM

33+90 34+94.13 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND EXISTING CURB SHALL REMAIN

IN PLACE. PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER

DETAIL 1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

ADD ALTERNATE 02

ADD ALTERNATE 02

ADD ALTERNATE 02

ADD ALTERNATE 02

ADD ALTERNATE 02

ADD ALTERNATE 02

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

MGKR

LAYOUT NOTES

REFER TO LS-101 FOR LAYOUT NOTES

GENERAL NOTES

REFER TO LS-101 FOR GENERAL NOTES

CHICKEN

COOP

GOOSE

HOUSE

TREE ON ADJACENT PROPERTY GROWING

INTO CURB

VEGETATION GROWING INTO FENCECONCRETE BLOCK RETAINING WALLTYPICAL PICKET DAMAGETYPICAL PICKET DAMAGE

TYPICAL PICKET DAMAGE

42+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

54+00

PI:45+22.72

PI:46+50.46

42+50

43+50

44+50

45+50

46+50

47+50

48+50

49+50

50+50

51+50

52+50

53+50

54+50

MATCHLINE - AREA C

M

AT

C H

LI

N

E

- A

R

EA

D

M

ATC

H

LIN

E - AR

EA E

44+52 CHAIN LINK (8"

CURB) MEETS CHAIN LINK

(NO CURB)

45+22.72 CHAIN LINK

(NO CURB) MEETS

STEEL FENCE

STEEL FENCE

PEDESTRIAN GATE

TYPICAL PICKET DAMAGE

55+00

56+00

57+00

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

55+50

56+50

57+50

58+50

59+50

60+50

61+50

62+50

63+50

64+50

M

AT

C H

LI

N

E

- A

R

EA

E

M

ATC

H

LIN

E - AR

EA F

MATCHLINE - AREA B

M

AT

C H

LI

N

E

- A

R

EA

D

M

ATC

H

LIN

E - AR

EA EAPPROXIMATE LOCATION

OF CEMETERY DRIVE (TYP.)

- NOT SURVEYED

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

A

B C

DE

F

Gate Enlargement

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

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

SITE LAYOUT AND MATERIALS PLAN

- AREA D & E

LS-104

Scale: 1" = 40'

40 40 800

NORTH

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

AREA E

Scale: 1" = 40'

40 40 800

NORTH

AREA D

KEY PLAN NOT TO SCALE

REHABILITATION NOTES BY STATION

AREA D - STATIONS 41+54 TO 54+73

41+54 41+74

DESCRIPTION OF WORK

REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND CURB SHALL REMAIN IN PLACE.

PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER DETAIL

4/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

EXISTING FENCE

TYPE

STATION

END

STATION

START

41+74 43+75

REMOVE EXISTING FENCE AND CURB; PROVIDE NEW CHAIN LINK

FENCE ON CURB PER DETAIL 4/ LS-504. PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

42+30

43+75

43+00

43+85

COORDINATE WITH NEIGHBORING PROPERTY OWNER BEFORE

REMOVING FENCE (FARM ANIMALS). PROVIDE TEMPORARY 6' HT

CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

REMOVE EXISTING CURB, POSTS, AND FENCING; PROVIDE NEW CHAIN

LINK FENCING ON CURB PER DETAIL 4/ L-504. PROVIDE TEMPORARY 6'

HT CHAIN LINK FENCE IF PERMANENT FENCE WILL BE REMOVED FOR

MORE THAN 12 HOURS DURING CONSTRUCTION.

REMOVE TREE GROWING INTO FENCE ON ADJACENT PROPERTY.

GRIND OUT STUMP TO 12" BELOW GRADE AND BACKFILL. (OBTAIN

PERMISSION FROM PROPERTY OWNER).

43+80 43+83

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

43+85 44+54 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND CURB SHALL REMAIN IN PLACE.

PROVIDE NEW CHAIN LINK FENCING COMPONENTS PER DETAIL

1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

CHAIN LINK FENCE

SET IN 8" WIDE

CURB

44+54

45+02

45+22.72

45+22.72

45+05

54+73

REMOVE EXISTING CHAIN LINK FENCE (INCLUDING POSTS AND

FOOTINGS) AND PROVIDE CHAIN LINK FENCE PER DETAIL

3/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12

HOURS DURING CONSTRUCTION.

REMOVE TREE ON ADJACENT PROPERTY; GRIND OUT STUMP

TO 12" BELOW GRADE AND BACK FILL (OBTAIN PERMISSION

FROM PROPERTY OWNER).

REPLACE BENT PICKETS (40), AND POSTS (2). TOUCH UP ALL

AREAS WITH SCRATCHED OR DAMAGED PAINT PER

MANUFACTURER'S INSTRUCTIONS. REFER TO DETAIL 4/LS-503.

CHAIN LINK

FENCE, NO CURB

CHAIN LINK

FENCE, NO CURB

DECORATIVE

STEEL FENCE

AREA E - STATIONS 54+73 TO 65+33

65+33

DESCRIPTION OF WORK

DECORATIVE

STEEL FENCE

EXISTING FENCE

TYPE

STATION

END

STATION

START

REPLACE BENT PICKETS (40), AND POSTS (2). TOUCH UP ALL

AREAS WITH SCRATCHED OR DAMAGED PAINT PER

MANUFACTURER'S INSTRUCTIONS. REFER TO DETAIL 4/LS-503.

NOTE: QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION OF FENCE AS SPECIFIED

PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

54+73

BID ITEM

BID ITEM

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 03

ADD ALTERNATE 05

ADD ALTERNATE 05

MGKR

REFER TO LS-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

LAYOUT NOTES

REFER TO LS-101 FOR LAYOUT NOTES

GENERAL NOTES

REFER TO LS-101 FOR GENERAL NOTES

GRAVESITE PROTECTION NOTES

REFER TO LS-101 FOR GRAVESITE PROTECTION NOTES

ALUMINUM FENCE

REMNANT FENCE POST

TYPICAL CHAIN LINK FENCE IN

12" CURB

CHAIN LINK TO IRON FENCE

TRANSITION

TYPICAL PANEL DAMAGE

TYPICAL PANEL DAMAGE

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

75+00

76+00

77+00

78+00

79+00

80+00

81+00

82+00

83+00

84+00

PI:67+30.34

PI:67+54.11

PI:68+32.27

PI:71+82.68

PI:78+55.83

PI:80+79.79

65+50

66+50

67+50

68+50

69+50

70+50

71+50

72+50

73+50

74+50

75+50

76+50

77+50

78+50

79+50

80+50

81+50

82+50

83+50

M

AT

C H

LI

N

E

- A

R

EA

B

M

ATC

H

LIN

E - AR

EA F

MATCHLINE - AREA A

M

AT

C H

LI

N

E

- A

R

EA

E

M

ATC

H

LIN

E - AR

EA F

68+32.27 DECORATIVE STEEL FENCE MEETS ALUMINUM FENCE

68+50 ALUMINUM FENCE MEETS CHAIN LINK FENCE (NO CURB)

71+82.68 CHAIN LINK (NO CURB)

MEETS CHAIN LINK FENCE (12" CURB)

78+45.62 EXISTING CHAIN LINK

FENCE (12" CURB) MEETS

IRON FENCE

APPROXIMATE LOCATION

OF CEMETERY DRIVE (TYP.)

- NOT SURVEYED

SHED

MACADAM

CHICKEN

COOP

DOG

HOUSE

GOOSE

HOUSE

SHED

PLANTER

CONC PAD

CONC PAD

A

B C

DE

F

Gate Enlargement

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

BID SET

Repair And Replacement Of Perimeter Fence

804-CM3-020

JANUARY 28, 2022

Beverly National Cemetery 916 Bridgeboro Road, Beverly, NJ 08010

SITE LAYOUT AND MATERIALS PLAN

- AREA F

LS-105

Scale: 1" = 40'

40 40 800

NORTH

SURVEY NOTE

SURVEY INFORMATION SHOWN WAS PROVIDED BY KCI

TECHNOLOGIES, INC., 1352 MARROWS RD, NEWARK, DE 19711, PH:

(302) 731-9176. THE EXISTING CONDITIONS WERE SURVEYED AT

GROUND ELEVATION IN THE AUGUST 2013. PROPERTY LINES

SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY.

CEMETERY ROAD LOCATIONS WERE NOT SURVEYED AND ARE

APPROXIMATE.

AREA F

KEY PLAN NOT TO SCALE

REHABILITATION NOTES BY STATION

AREA F - STATIONS 65+33 TO 84+02

68+32.27

68+50

71+81.68

DESCRIPTION OF WORK

REPAIR OR REPLACE BENT PICKETS (10), AND POSTS (1). TOUCH UP

AREAS WITH SCRATCHED OR DAMAGED PAINT PER

MANUFACTURER'S INSTRUCTIONS. REFER TO DETAIL 4/LS-503.

REMOVE EXISTING ALUMINUM FENCE. PROVIDE DECORATIVE STEEL

FENCE PER DETAIL 4/LS-503. PROVIDE TEMPORARY 6' HT CHAIN LINK

FENCE IF PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12

HOURS DURING CONSTRUCTION.

REMOVE EXISTING CHAIN LINK FENCE INCLUDING POSTS AND

FOOTINGS. PROVIDE CHAIN LINK FENCE PER DETAIL 3/LS-504.

PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF PERMANENT

FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS DURING

CONSTRUCTION.

78+45.62 REMOVE CHAIN LINK FENCE FABRIC, RAILS, HARDWARE AND OTHER

COMPONENTS. EXISTING POSTS AND CURB SHALL REMAIN IN PLACE.

PROVIDE NEW CHAIN LINK FENCE COMPONENTS PER DETAIL

1/LS-504. PROVIDE TEMPORARY 6' HT CHAIN LINK FENCE IF

PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12 HOURS

DURING CONSTRUCTION.

70+15 70+56

REMOVE EXTRA FENCE POST.

REMOVE EXTRA FENCE POST.

84+02 REHABILITATE IRON FENCE. REFER TO IRONWORK REHABILITATION

NOTES AND DETAILS ON LS-501 FOR REQUIREMENTS. REPAIR FENCE

PICKETS (135). REMOVE, REPAIR OR REPLACE, FINISH, AND INSTALL

DAMAGED FENCE POSTS (5) AND FENCE PANELS (5). PROVIDE

REPLACEMENT FINIALS (5). PROVIDE TEMPORARY 6' HT CHAIN LINK

FENCE IF PERMANENT FENCE WILL BE REMOVED FOR MORE THAN 12

HOURS DURING CONSTRUCTION.

71+81.68 PROVIDE NEW 12" WIDE x 30" DEEP CURB TO RETAIN GRADE AT

CORNER. CONSTRUCT PER 4/LS-504 (SIMILAR) EXCEPT NO POSTS

ARE TO BE EMBEDDED IN THE CURB. TOP OF CURB SHALL BE 2"

BELOW FENCE FABRIC, APPROX. 6" ABOVE FINISH GRADE WHERE IT

MEETS THE EXISTING CORNER CURB.

CHAIN LINK FENCE

SET IN 12" CURB

CHAIN LINK FENCE

NO CURB

ALUMINUM FENCE

DECORATIVE

STEEL FENCE

CHAIN LINK FENCE

NO CURB

IRON FENCE

EXISTING FENCE

TYPE

STATION

END

STATION

START

NOTE: QUANTITIES INDICATED ARE FOR BIDDING PURPOSES. DOCUMENT PRECONSTRUCTION CONDITION OF FENCE AS SPECIFIED

PRIOR TO STARTING CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES.

65+33

68+32.27

68+50

71+82.68

70+15 70+56

78+45.62

71+76

BID ITEM

ADD ALTERNATE 05

ADD ALTERNATE 05

ADD ALTERNATE 04

ADD ALTERNATE 04

ADD ALTERNATE 04

ADD ALTERNATE 04

ADD ALTERNATE 04

BASE BID

MGKR

REFER TO LS-101 FOR TREE PROTECTION NOTES

TREE PROTECTION NOTES

LAYOUT NOTES

REFER TO LS-101 FOR LAYOUT NOTES

GENERAL NOTES

REFER TO LS-101 FOR GENERAL NOTES

GRAVESITE PROTECTION NOTES

REFER TO LS-101 FOR GRAVESITE PROTECTION NOTES