Cypress_Hill_Cemetary_-_Plans.pdf

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in c h o n e f o o t 1

B

A

C

D

E

F t h r e e in c h e s n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

CONSULTANTS: ARCHITECT/ENGINEERS:

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

VETERANS AFFAIRS

DEPARTMENT OF

REGIONAL LOCATION MAP

(NOT TO SCALE)

COVER SHEET

X1.0

PROJECT SITE MAP

(NOT TO SCALE)

N

N

Project Location

DRAWING LIST

Sheet # Drawing # Sheet Title

1 X1.0 COVER SHEET

2 B1.1 SURVEY SHEET

3 B1.2 GRAVESITE LAYOUT PLAN

4 D1.1 DEMOLITION AND SITE PREPARATION

5 L1.0 LAYOUT, GRADING AND DRAINAGE

6 L1.1 GRADING DETAILS

7 L2.0 FENCE ELEVATIONS

8 L2.1 FENCE ELEVATIONS

9 L2.2 FENCE ELEVATIONS

10 L2.3 FENCE ELEVATIONS AND DETAILS

11 L2.4 GATE ELEVATIONS

12 L2.5 FENCE DETAILS

PROJECT

SITE

BROOKLYN, NEW YORK

BROOKLYN, NEW YORK

AT FULL SCALE. 30" x 42"

INTENDED TO BE VIEWED

THESE DRAWINGS ARE

JULY 2, 2015

FINAL

PROJECT NUMBER: 808CM3006

HISTORIC FENCE RESTORATION

BROOKLYN, NEW YORK

625 JAMAICA AVENUE

CYPRESS HILLS NATIONAL CEMETERY

Brooklyn, New York 11208

625 Jamaica Avenue

Cypress Hills National Cemetery

Project Location:

ALL DRAWINGS IN THIS SET AS INDEXED IN THIS SET

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF

DATE

DATE

DATE

DATE

APPROVAL RECOMMENDED BY:

CHIEF, CIVIL ENGINEERING DESIGN SECTION

CHIEF, BUILDING SYSTEMS SECTION

APPROVAL RECOMMENDED BY:

APPROVAL RECOMMENDED BY:

CHIEF, DESIGN BRANCH

APPROVED BY:

CHIEF, ENGINEERING DIVISION

within the scope of their employment as required by ER 1110-1-8152.

or signatures and registration designations of individuals appear on these project documents

This project was designed by the New York District U.S. Army Corps of Engineers. The initials

5.

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5.

5.

5.

5.

8.

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'20 7.

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5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

EXISTING BURIALS EXISTING BURIALS

CONCRETE SIDEWALK CONCRETE SIDEWALK

DRIVE

ASPHALT

PERIMETER CEMETERY WALL

HISTORIC IRON CEMETERY FENCE

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

AREA OF FOUNDATION HEAVE

M A

T C

H

L

IN

E M

A T

E

199.39'

199.49' 199.65'

199.77'

199.93'

200.14'

200.11' 200.32'

200.47'

200.48'

200.53' 200.62'

200.99'

200.85'

G1G2G3G4

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

LOCATION OF 8" DRAIN FROM

VA GRAVESITE LAYOUT PLAN

(NOT LOCATED DURING SURVEY)

199.58' S70

199.43' S69

199.45' S68

199.47' S67

199.48' S66

199.47' S65

199.51' S64

199.54' S63

199.62' S62

199.64' S61

199.65' S60

199.70' S59

199.71' S58

199.79' S57

200.04' S56

199.87' S55

199.92' S54

199.98' S53

200.05' S52

200.10' S51

200.14' S50

200.18' S49

200.23' S48

200.25' S47

200.32' S46

200.33' S45

200.33' S44

200.40' S43

200.45' S42

200.46' S41

200.51' S40

200.53' S39

200.58' S38

200.64' S37

200.68' S36

200.78' S35

200.79' S34

200.85' S33

200.91' S32

200.95' S31

200.98' S30

5.

5.

5.

200.9'

RIM EL. 200.97'

8.

5.

5.

5.

5.

6.

6.

6.

6.

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6.

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'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

5.

5.

5.

5.

5.

5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

EXISTING BURIALS

CONCRETE SIDEWALK CONCRETE SIDEWALK CONCRETE SIDEWALK

DRIVEDRIVE

CURB/ GUTTER (TYP.)

EXISTING SIDEWALK

CONCRETE COVER OVER WELL / PUMP.

ASPHALT

BENCHMARK # 1

HISTORIC IRON CEMETERY FENCE

MASONARY FOUNDATION,

NEIGHBORING CEMETERY

FENCE.

NEIGHBORING

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

AREA OF FOUNDATION HEAVE

M A

T

E

200.32'

200.47'

200.48'

200.53' 200.62'

200.70' 200.81'

200.86'

200.93'

201.06' 201.08'

201.11'

201.14'

201.15' 201.22'

201.28'

201.93'

201.93'

201.88'

201.67' 201.46'

201.32'

201.11'

200.99'

200.99'

200.85'

G1G2G3G4

CEMETERY

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

FENCE POST

NUMBER, TYP.

LOCATION OF 8" DRAIN FROM

VA GRAVESITE LAYOUT PLAN

(NOT LOCATED DURING SURVEY)

200.45' S42

200.46' S41

200.51' S40

200.53' S39

200.58' S38

200.64' S37

200.68' S36

200.78' S35

200.79' S34

200.85' S33

200.91' S32

200.95' S31

200.98' S30

201.06' S29

201.10' S28

201.16' S27

201.21' S26

201.20' S25

201.27' S24

201.32' S23

201.34' S22

201.38' S21

201.45' S20

201.50' S19

201.53' S18

201.59' S17

201.52' S16

201.67' S15

201.70' S14

201.78' S13

201.79' S12

201.82' S11

201.91' S10

201.90' S9

201.92' S8

201.95' S7

201.96' S6

202.02' S5

202.05' S4

202.16' S3

202.16' S2

202.20' S1

202.21' S0

5.

199.98' S53

5.

5.

8.

5.

6.

6.

'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

ASPHALT

G1G2G3G4 200.78' S35

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015

TOPOGRAPHIC SURVEY

CYPRESS HILLS NATIONAL CEMETERY HISTORIC WALL SURVEY

SURVEY NOTES

THE ELEVATIONS AND CONTOURS ESTABLISHED ON THE SURVEY ARE ESTABLISHED

ACCORDING TO AN ASSUMED DATUM. NO CORRELATION TO THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD88) OR FEMA FLOODPLAIN WAS ESTABLISHED AS

THE UTILITIES AS SHOWN ARE BASED ON FIELD LOCATED STRUCTURES COMBINED

WITH RECORD PLAN INFORMATION. NO SUBSURFACE UTILITY EXCAVATIONS WERE

MADE AS PART OF THIS SURVEY. NO INVERT OR FLOW MEASUREMENTS WERE TAKEN

DURING THE COURSE OF THE SURVEY.

HAS BEEN MADE TO FURNISH COMPLETE AND ACCURATE INFORMATION.

OR VERIFIED BY ACTUAL MEASUREMENTS IN THE FIELD, AND THAT EVERY EFFORT

WE CERTIFY THAT ALL INFORMATION INDICATED ON THIS DRAWING WAS OBTAINED

JJR CERTIFICATE

QUEENS, NEW YORK CITY, NEW YORK

JJR, LLC

PART OF THIS SURVEY.

THE HORIZONTAL DATUM IS ACCORDING TO LOCAL COORDINATES. NO CORRELATION

TO STATE PLANE COORDINATES WAS COMPLETED AS PART OF THIS SURVEY EFFORT.

1.

2.

3.

N

SCALE: 1" = 10 FEET

0 20'10'5'

SURVEY LEGEND

SECTION CORNER

BENCHMARK

CONTROL POINT

FOUND IRON PIPE

FOUND CONC. MONUMENT

SET IRON PIPE

SET CONC. MONUMENT

EX. DITCH CENTERLINE

EDGE OF GRAVEL

EDGE OF SHOULDER

EDGE OF WETLAND

EASEMENT

EX. FENCE

EX. FENCE (STEEL)

EX. FENCE (WOOD)

PROPERTY LINE

EX. RIVER CENTERLINE

EX. STREAM CENTERLINE

EX. SWALE CENTERLINE

EX. CABLE TELEVISION

EX. COMMUNICATION

EX. ELECTRIC

EX. FIBER OPTIC

EX. HOT WATER (STEAM)

EX. NATURAL GAS

EX. OVERHEAD UTILITY

EX. SANITARY SEWER

EX. STORM SEWER

EX. TOPO CONTOUR

EX. WATER MAIN

CABLE RISER

CATCH BASIN

CURB INLET

ELECT. TRANSFORMER

END SECTION

GUY WIRE

FIRE HYDRANT

LIGHT POLE

MANHOLE

SHUT OFF VALVE

UTILITY MARKER

UTILITY POLE

WELL

BOLLARD

SIGN

SPRINKLER HEAD

BRUSH LINE

BUSH - DECIDUOUS

TREE - DECIDUOUS

TREE LINE (DRIP LINE)

LANDSCAPE BED

MONITORING WELL

SOIL BORING

TEST PIT

F

FCM

S

SCM

w

MW

TP

BENCH MARKS

ELEVATION 202.58 FEET (ASSUMED DATUM)

SET GEAR PIN IN THE SOUTH FACE OF UTILITY POLE

BENCHMARK # 1

FENCE DETAIL

SCALE: 1"=1'

TOP OF HIGH SPIRE ELEVATION

LOWER LEVEL SPIRE ELEVATION

BASE OF MASONARY ELEVATION

INDEX NUMBER

(SET IN FIELD)

MASONARY FOUNDATION

ENTRANCE DETAIL

SCALE: 1"=4'

ENTRY GATE PILLARS (TYP.)

CONCRETE SIDEWALK

ENTRY GATE (TYP.)

WEST EAST

WEST EAST

SURVEY SHEET

B1.1

A

B

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

CONSULTANTS: ARCHITECT/ENGINEERS:

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015

GRAVESITE LAYOUT PLAN

CYPRESS HILLS NATIONAL CEMETERY HISTORIC WALL SURVEY

BROOKLYN, NEW YORK CITY, NEW YORK

GRAVESITE LAYOUT PLAN

B1.2

INCLUDED FOR INFORMATION ONLY

CEMETERY ADMINISTRATION AND IS

THIS DRAWINGS SUPPLIED BY NATIONAL

:NOTE

TEMPORARY CONSTRUCTION FENCE (CHAIN

LINK), TYP. LOCATION TO BE FIELD VERIFIED

WITH COTR PRIOR TO INSTALLATION. MAINTAIN

A 1' BUFFER BETWEEN EXISTING GRAVESITES

AND CONSTRUCTION FENCE/CONSTRUCTION

ACTIVITIES. GRAVESITES SHALL NOT BE

DISTURBED.

STONE PIER REPAIRS, SEE

SHEET L2.3 FOR DETAILS

SEE SHEETS L2.0 THRU L2.4 FOR FENCE

REPAIR AND REPLACEMENT DETAILS

INSTALL TEMPORARY GATED ENTRY

IN CHAIN LINK FENCE, 12' WIDTH

MAINTAIN PEDESTRIAN ACCESS TO CEMETERY

INCLUDING SIDEWALK AND GATED ENTRY

POINTS DURING CONSTRUCTION ACTIVITIES,

SEE NOTE 13.

.0

SAWCUT AND REMOVE

CONCRETE PAVEMENT

MAIN ENTRY

12' WIDE CONSTRUCTION GATE

L2.3

L2.5

L1.1

L1.1

L1.1

L1.1

5.

5.

5.

4.

4.

4.

5.

5.

5.

5.

8.

5.

6.

6.

'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

4.

4.

4.

4.

4.

4.

4.

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4.

4.

4.

4.

4.

4.

4.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

EXISTING BURIALS EXISTING BURIALS

CONCRETE SIDEWALK CONCRETE SIDEWALK

ASPHALT

PERIMETER CEMETERY WALL

HISTORIC IRON CEMETERY FENCE

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

AREA OF FOUNDATION HEAVE

M A

T

E M

A T

E

199.39'

199.49' 199.65'

199.77'

199.93'

200.14'

200.11' 200.32'

200.47'

200.48'

G1G2G3G4

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

LOCATION OF 8" DRAIN FROM

VA GRAVESITE LAYOUT PLAN

(NOT LOCATED DURING SURVEY)

199.58' S70

199.43' S69

199.45' S68

199.47' S67

199.48' S66

199.47' S65

199.51' S64

199.54' S63

199.62' S62

199.64' S61

199.65' S60

199.70' S59

199.71' S58

199.79' S57

200.04' S56

199.87' S55

199.92' S54

199.98' S53

200.05' S52

200.10' S51

200.14' S50

200.18' S49

200.23' S48

200.25' S47

200.32' S46

200.33' S45

200.33' S44

200.40' S43

200.45' S42

200.46' S41

200.51' S40

200.53' S39

200.58' S38

200.64' S37

200.68' S36

TEMPORARY CONSTRUCTION FENCE (CHAIN

LINK), TYP. LOCATION TO BE FIELD VERIFIED

WITH COTR PRIOR TO INSTALLATION.

PROTECT CONCRETE SIDEWALK, TYP.

REMOVE BLOCK/BRICK RETAINING WALL

REMOVE BLOCK/BRICK

RETAINING WALLPROTECT CONCRETE PAD

SEE SHEETS L2.0 THRU L2.4 FOR FENCE

REPAIR AND REPLACEMENT DETAILS

STONE PIER REPAIRS, SEE SHEET

L2.0 FOR DETAILS

MAINTAIN PEDESTRIAN ACCESS TO CEMETERY

INCLUDING SIDEWALK AND GATED ENTRY

POINTS DURING CONSTRUCTION ACTIVITIES,

SEE NOTE 13.

INSTALL AND MAINTAIN ALL PEDESTRIAN TRAFFIC

CONTROLS REQUIRED TO PERFORM WORK. SEE

NOTE 13.

TEMPORARY GATE (CHAIN LINK), 5' WIDTH

REMOVE BLOCK / BRICK RETAINING WALL

12' WIDE CONSTRUCTION GATE

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

SHALL BE SUPPORTED BY WEIGHTED BASES. DO

NOT DRILL FENCE POSTS INTO CONCRETE

SIDEWALK

LIMIT OF WORK

EXISTING CONCRETE

SIDEWALK TO REMAIN

MAIN ENTRY

L1.1

L2.0

D1.1

L1.1

STABILIZED CONSTRUCTION

ENTRANCE (TYP) L1.1

CP 101

5.

5.

200.9'

RIM EL. 200.97'

8.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

7.

7.

7.

7.

6.

6.

7.

7.

7.

7.

7.

7.

6.

6.

'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

CONCRETE SIDEWALK CONCRETE SIDEWALK

DRIVEDRIVE

CURB/ GUTTER (TYP.)

EXISTING SIDEWALK

CONCRETE COVER OVER WELL / PUMP.

ASPHALT

BENCHMARK # 1

HISTORIC IRON CEMETERY FENCE

MASONARY FOUNDATION,

NEIGHBORING CEMETERY

FENCE.

NEIGHBORING

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

M A

T

E

200.47'

200.48'

200.53' 200.62'

200.70' 200.81'

200.86'

200.93'

201.06' 201.08'

201.11'

201.14'

201.15' 201.22'

201.28'

201.93'

201.93'

201.88'

201.67' 201.46'

201.32'

201.11'

200.99'

200.99'

200.85'

G1G2G3G4

CEMETERY

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

FENCE POST

NUMBER, TYP.

200.68' S36

200.78' S35

200.79' S34

200.85' S33

200.91' S32

200.95' S31

200.98' S30

201.06' S29

201.10' S28

201.16' S27

201.21' S26

201.20' S25

201.27' S24

201.32' S23

201.34' S22

201.38' S21

201.45' S20

201.50' S19

201.53' S18

201.59' S17

201.52' S16

201.67' S15

201.70' S14

201.78' S13

201.79' S12

201.82' S11

201.91' S10

201.90' S9

201.92' S8

201.95' S7

201.96' S6

202.02' S5

202.05' S4

202.16' S3

202.16' S2

202.20' S1

202.21' S0

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

Demolition And Site Preparation Legend

Temporary Construction Fence (Chain Link)

Limit of Work

Remove Block Retaining Wall

Temporary Construction Gate (Chain Link)

Remove Concrete Pavement

Contracting Officers Technical RepresentativeCOTR

FENCE POST, TYP.

TOP OF PRECAST PAVERS

ON CMU

GRANITE FENCE BASE, TOP

4" IS SMOOTH, ROUGH

HEWN BELOW

CMU

TOP OF CONCRETE

SIDEWALK

WALL HEIGHT

VARIES APPROX. 4"

TO APPROX. 12"

TURF

CMU BELOW PRECAST

PAVERS.

PRECAST PAVERS

MORTARED ON TOP OF

CMU

CLMAIN POST CLMAIN POSTCL

INTERMEDIATE

POST

FENCE SUPPORT

ANCHORED IN

GRANITE, TYP.

A

GRANITE FENCE

BASE

GRANITE FENCE

BASE, TYP.

CONCRETE

SIDEWALK

CL

FENCE

PLAN

ELEVATION

" AVERAGE

6'-10

8"

6" SQ.

CL FENCE

PRECAST PAVERS

MORTARED ON CMU

FINISH GRADE

CMU BEYOND

CMU

CONCRETE BELOW

GRANITE

FENCE BASE

TOP OF

CONCRETE

SIDEWALK

V A

R

IE

S

WEST EAST

WEST EAST

PREPARATION

DEMOLITION AND SITE

D1.1

SCALE: 1" = 1'-0"

FENCE EXISTING CONDITION

D1.1

" = 1'-0"2

1 SCALE: 1

SECTION A

D1.1

JAMAICA AVENUE (ASPHALT)

INFORMATION

FOR ADDITIONAL REMOVAL

REFER TO FENCE ELEVATIONS

DEMOLITION AND SITE PREPARATION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS THAT ARE NECESSARY

FOR ALL CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL COORDINATE WITH ALL LOCAL,

STATE AND FEDERAL AGENCIES WITHIN JURISDICTION AND OBTAIN ALL APPLICABLE

APPROVALS AND PERMITS FOR SCOPE OF WORK DEFINED HERE WITHIN. THE FOLLOWING IS

A LIST OF PERMITS THAT MAYBE REQUIRED BUT SHOULD NOT BE CONSTRUED TO BE ALL

INCLUSIVE. CONTRACTOR TO CONFIRM REQUIRED PERMITS WITH LOCAL, STATE AND

FEDERAL AGENCIES.

1.1. NYS DEC STORM WATER POLLUTION PREVENTION (SWPPP)

1.2. NYC DEPARTMENT OF BUILDINGS/DEPARTMENT OF TRANSPORTATION

1.3. SIDEWALK PERMITS (NYCDPR)

1.4. LANDMARK PROPERTY

2. ALL ITEMS TO BE REMOVED SHALL BE REMOVED COMPLETELY INCLUDING:

- STRUCTURES - FOUNDATIONS AND ATTACHMENTS

- PAVEMENT - INCL. BASE MATERIAL

ALL REMOVED ITEMS SHALL BE PROPERLY DISPOSED OF OFF-SITE AT NO ADDITIONAL

COST TO THE OWNER.

3. ALL MATERIALS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL STATE, LOCAL, AND FEDERAL

GUIDELINES UNLESS OTHERWISE NOTED.

4. GREAT CARE SHALL BE TAKEN BY THE CONTRACTOR TO AVOID DAMAGE TO EXISTING SITE

ELEMENTS THAT ARE TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR

AND/OR REPLACE ANY SITE ELEMENT THAT IS TO REMAIN THAT IS DAMAGED BY

CONSTRUCTION ACTIVITIES, INCLUDING ANY REGRADING, FILLING HOLES, RESEEDING, ETC., NECESSARY TO REPAIR OR REPLACE THE SITE ELEMENT AT NO ADDITIONAL COST TO THE

OWNER.

5. FOR PROTECTION OF UNDERGROUND UTILITIES THE CONTRACTOR SHALL CALL THE

NATIONAL UTILITY NOTIFICATION CENTER (811) A MINIMUM OF FIVE FULL WORKING DAYS

(EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR TO BEGINNING CONSTRUCTION.

6. ALL EXISTING UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ALL UTILITY INFORMATION AND COORDINATION WITH SERVICE

PROVIDERS.

7. CONTRACTOR TO SUPPLY, ERECT AND MAINTAIN TEMPORARY CONSTRUCTION FENCING TO

PROVIDE FOR THE PROTECTION OF THE GENERAL PUBLIC AND EXISTING SITE FEATURES.

8. FENCE REMOVAL SHALL BE DONE IN SUCH A MANNER THAT MAINTAINS A SECURED SITE

THROUGHOUT THE CONSTRUCTION PROCESS. SITE SHALL BE SECURELY FENCED AT THE

END OF EACH WORK DAY.

9. CONTRACTOR SHALL CLEAR AND STRIP TOPSOIL (APPROX. DEPTH VARIES) ENTIRE SITE

THAT IS WITHIN THE LIMITS OF GRADING AS SHOWN ON GRADING PLAN. STOCKPILED

TOPSOIL THAT MEETS SPECIFICATIONS CAN BE RE-USED AS DIRECTED ON THE LANDSCAPE

PLANS. TEMPORARY SOIL STOCKPILES SHALL BE SURROUNDED WITH SILT FENCE. EXCESS

SOIL MATERIALS SHALL BE REMOVED OFF-SITE BY CONTRACTOR.

10. CONTRACTOR SHALL NOT DISTURB ANY AREA OUTSIDE OF THE LIMITS OF GRADING AS

SHOWN ON THE GRADING PLAN.

11. SPECIAL CARE SHOULD BE TAKEN TO MINIMIZE DISTURBANCE WITHIN THE DRIP-LINE OF

EXISTING TREES THAT ARE TO REMAIN DURING DEMOLITION AND CLEARING.

12. CAREFULLY MAINTAIN PRESENT GRADE AT BASE OF ALL EXISTING TREES TO REMAIN.

PREVENT ANY DISTURBANCE OF EXISTING TREES. PROTECT EXISTING TREES TO REMAIN

AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS, BRUSHING OF BARK,

SMOTHERING TREES, STOCKPILING EXCAVATION AND CONSTRUCTION MATERIALS, OR

PARKING VEHICLES WITHIN THE DRIP LINE. ANY DAMAGE BY CONTRACTOR TO EXISTING

TREES TO REMAIN SHALL BE REPAIRED/REPLACED AT NO COST TO THE OWNER.

13. PEDESTRIAN AND VEHICULAR TRAFFIC AND ACCESS TO THE CEMETERY SITE SHALL BE

MAINTAINED AT ALL TIMES AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY IN

ACCORDANCE WITH LOCAL AND NYSDOT STANDARDS AND SPECIFICATIONS. IF SIDEWALK

CLOSURES ARE REQUIRED FOR CONSTRUCTION PROVIDE DETOUR ROUTES AND

APPLICABLE SIGNAGE. CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND

CONTRACTOR IS RESPONSIBLE FOR SIDEWALK CLOSURE PERMITS (IF NECESSARY).

VEHICULAR TRAFFIC CONTROL MEASURES WITH COTR PRIOR TO INSTALLATION.

14. CONTRACTOR TO COORDINATE LOCATION FOR TOPSOIL STOCKPILE WITH COTR PRIOR TO

PLACEMENT. SELECTED AND APPROVED LOCATION SHALL NOT INTERFERE WITH

CONSTRUCTION OF PROPOSED SITE IMPROVEMENTS. TOPSOIL STOCKPILE SHALL BE

SURROUNDED WITH SILT FENCE.

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. THE CONTRACTOR SHALL SECURE AND COMPLY WITH ALL PERMIT REQUIREMENTS FOR

SOIL EROSION AND SEDIMENTATION CONTROL (NYSDEC).

2. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED

WITHIN THE WORK AREA AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS, OR

DISCHARGE INTO THE NYCDEP STORM SEWER SYSTEM.

4. ALL SOIL, MISCELLANEOUS DEBRIS, OR OTHER MATERIALS SPILLED, DUMPED, OR

OTHERWISE DEPOSITED ON PUBLIC STREETS, HIGHWAYS, SIDEWALKS, OR OTHER PUBLIC

NO STOCKPILING OF MATERIALS WITHIN THE NYC RIGHTOF-WAY IS PERMITTED.

THOROUGHFARES DURING TRANSIT TO OR FROM THE SITE SHALL BE REMOVED PROMPTLY.

5. CONTRACTOR SHALL UTILIZE PORTABLE WHEEL WASH OR OTHER APPROVED MEASURES IN

CONJUNCTION WITH THE STABILIZED CONSTRUCTION ENTRANCES TO MINIMIZE MUD

TRACKING TO ADJACENT ROADS. THE CONTRACTOR WILL ALSO PERFORM SWEEPING AS

NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL

BE BASED ON SITE CONDITIONS. IF THERE IS TRACKING, SWEEPING COULD BE REQUIRED

AS FREQUENTLY AS AFTER EACH TRUCK LOAD.

6. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS.

CHLORIDE OR OILS BASE PRODUCTS WILL NOT BE PERMITTED.

7. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE

COURSE OF THE PROJECT. RECOMMEND INSPECTING AND MAINTAINING EROSION AND

SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL

INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS OF 1/2"

OR GREATER.

8. AFTER THE COMPLETION OF THE PROJECT, ALL SOIL EROSION CONTROL MEASURES TO BE

REMOVED BY THE CONTRACTOR.

9. ALL VIOLATIONS OF THE SOIL EROSION PLAN AND/OR ADDITIONAL MEASURES DEEMED

NECESSARY SHALL BE CORRECTED WITHIN 24 HOURS OF NOTIFICATION BY THE COTR.

10. NO ADDITIONAL PAYMENT WILL BE AUTHORIZED FOR WORK REQUIRED TO SATISFY THE

REQUIREMENTS OF THESE NOTES AND ASSOCIATED DRAWINGS.

PRE-CONSTRUCTION CONDITION.

3. CONTRACTOR WILL BE RESPONSIBLE TO RETURN THE STAGING AREA TO ITS

THE NEW YORK CITY RIGHT-OF-WAY (JAMAICA AVENUE).

VISITATIONS. NO STAGING OR STOCKPILING WILL BE PERMITTED WITHIN

2. LOCATION SHOULD NOT INTERFERE WITH ANY FUNERAL PROCESSIONS OR

LOCATION WITH THE VA AND THE COR.

LOCATION AREA. PRIOR TO PLACEMENT, CONTRACTOR SHALL COORDINATE THE

1. CONTRACTOR SHALL UTILIZE AN UNUSED AREA FOR LOCATING STAGING/TRAILER

STAGING AREA

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

LIMITS OF SODDING, FIELD VERIFY

AND COORDINATE WITH COTR

LIMITS OF GRADING

PROTECT GRAVESITES. PROPOSED GRADING

SHALL NOT EXTEND INTO GRAVESITE

BOUNDARIES, MAINTAIN A 1' BUFFER

EXCAVATE ADJACENT TO GRANITE BASES

TO EXPOSE A MINIMUM OF 1 INCH OF

BASE, TYP.

REGRADE TO ALLOW FOR POSITIVE

DRAINAGE AWAY FROM GRANITE

BASE, SEE DETAIL 2 ON SHEET L1.1

NO GRADING REQUIRED

IN THIS AREAMEET EXISTING GRADE

L2.5

±2'-0" FROM FENCE LINE,

5.

5.

5.

4.

4.

4.

5.

5.

5.

5.

8.

5.

6.

6.

'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

EXISTING BURIALS EXISTING BURIALS

CONCRETE SIDEWALK CONCRETE SIDEWALK

ASPHALT

PERIMETER CEMETERY WALL

HISTORIC IRON CEMETERY FENCE

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

AREA OF FOUNDATION HEAVE

M A

T

E M

A T

E

199.39'

199.49' 199.65'

199.77'

199.93'

200.14'

200.11' 200.32'

200.47'

200.48'

G1G2G3G4

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

LOCATION OF 8" DRAIN FROM

VA GRAVESITE LAYOUT PLAN

(NOT LOCATED DURING SURVEY)

199.58' S70

199.43' S69

199.45' S68

199.47' S67

199.48' S66

199.47' S65

199.51' S64

199.54' S63

199.62' S62

199.64' S61

199.65' S60

199.70' S59

199.71' S58

199.79' S57

200.04' S56

199.87' S55

199.92' S54

199.98' S53

200.05' S52

200.10' S51

200.14' S50

200.18' S49

200.23' S48

200.25' S47

200.32' S46

200.33' S45

200.33' S44

200.40' S43

200.45' S42

200.46' S41

200.51' S40

200.53' S39

200.58' S38

200.64' S37

200.68' S36

LIMITS OF SODDING, FIELD VERIFY

AND COORDINATE WITH COTR

LIMITS OF GRADING

TIE IN GRADES TO MEET EXISTING

GRADES AT CONCRETE PAD

REGRADE TO ALLOW FOR POSITIVE

DRAINAGE AWAY FROM GRANITE BASE,

SEE DETAIL 1 ON SHEET L1.1

.5

L1.1

NO GRADING REQUIRED

IN THIS AREA

L2.5

L2.5

TOP OF CURB

EL. 201.37 AT S21

TOP OF CURB EL.

201.89 AT S18

AND S15

TOP OF CURB

EL. 202.15 AT S12

TOP OF CURB

EL. 202.41 AT S9,

S6, S3 AND S1

TOP OF CURB

EL. 202.41 AT S9,

S6, S3 AND S1

ELEVATION AT TOP OF

EXISTING STONE FENCE

BASE, TYP.

±3'-6" FROM FENCE LINE

5.

5.

200.9'

RIM EL. 200.97'

8.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

7.

7.

7.

7.

6.

6.

7.

7.

7.

7.

7.

7.

6.

6.

'20 7.

7.

8.

7.

6.

6.

9.

9.

9.

9.

5.

200.68' 200.69'

.68

.68

.75

.72

200.78' 200.77' 202.99'

202.99'

.77

.77

.72

.71

202.90'

202.91'

202.98'

202.96'

.78

.78

.80

.81 '203.08'

203.08'200 .78

.79

.75

.75

.74

.76

200.75' 200.76'201.18' 201

.18 ' 201.28' 201.30'

CONCRETE SIDEWALK CONCRETE SIDEWALK

DRIVEDRIVE

CURB/ GUTTER (TYP.)

EXISTING SIDEWALK

CONCRETE COVER OVER WELL / PUMP.

ASPHALT

BENCHMARK # 1

HISTORIC IRON CEMETERY FENCE

MASONARY FOUNDATION,

NEIGHBORING CEMETERY

FENCE.

NEIGHBORING

JAMAICA AVENUE (ASPHALT)

CONCRETE CURB / GUTTER (TYP.)

M A

T

E M

A T

E

200.47'

200.48'

200.53' 200.62'

200.70' 200.81'

200.86'

200.93'

201.06' 201.08'

201.11'

201.14'

201.15' 201.22'

201.28'

201.93'

201.93'

201.88'

201.67' 201.46'

201.32'

201.11'

200.99'

200.99'

200.85'

G1G2G3G4

CEMETERY

SIDE PROPERTY LINE, BASED

ON OCCUPATION (NOT FIELD

SURVEYED)

RIGHT OF WAY LINE, BASED

ON OCCUPATION (NOT

BASED ON SURVEY)

FENCE POST

NUMBER, TYP.

200.78' S35

200.79' S34

200.85' S33

200.91' S32

200.95' S31

200.98' S30

201.06' S29

201.10' S28

201.16' S27

201.21' S26

201.20' S25

201.27' S24

201.32' S23

201.34' S22

201.38' S21

201.45' S20

201.50' S19

201.53' S18

201.59' S17

201.52' S16

201.67' S15

201.70' S14

201.78' S13

201.79' S12

201.82' S11

201.91' S10

201.90' S9

201.92' S8

201.95' S7

201.96' S6

202.02' S5

202.05' S4

202.16' S3

202.16' S2

202.20' S1

202.21' S0

202202

Legend

Proposed Contour

Existing Contour

Existing and Proposed Contours

Connection Point between

Limits of Grading

Limits of Sodding

Existing Fence Post

S25

WEST EAST

WEST EAST

DRAINAGE

LAYOUT, GRADING AND

L1.0

L1.1

EXISTING TREES.

WHEN ENCOUNTERING ROOTS. NO HEAVY EQUIPMENT ALLOWED WITHIN DRIP LINE OF

SODDING AREAS BY MINIMIZING DISTURBANCE TO 4 INCH DEPTH. HAND CULTIVATE

MINIMIZE CULTIVATION WITHIN THE DRIP LINES OF EXISTING TREES. PREPARE SOIL FOR 4.

CONTRACTOR SHALL FIELD VERIFY ALL SODDING LIMITS WITH COR.

IF THESE ACTIVITIES EXTEND BEYOND THE SODDING LIMITS APPROXIMATED.

PLANS, IT SHALL APPLY TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES, EVEN

OUTER LIMITS OF SODDING ARE APPROXIMATE WHEN SODDING IS NOTED ON THE 3.

EXCEED THE REQUIREMENTS IN THE SPECIFICATIONS.

DURING DEMOLITION/SITE PREPARATION CAN BE RE-USED, HOWEVER IT MUST MEET OR

RECEIVE 6" MIN. OF TOPSOIL AND SOD AS SHOWN. TOPSOIL THAT WAS STOCKPILED

ALL DISTURBED AREAS (EXCEPT LANDSCAPE BEDS AND HARDSCAPE AREAS) SHALL 2.

SPECIFICATIONS OR DESIGN REQUIREMENTS OF THE PROJECT.

THE RIGHT TO REJECT ANY MATERIAL THAT DOES NOT MATCH EXISTING OR MEET THE

SITE. COR WILL REVIEW SODDING MATERIAL PRIOR TO INSTALLATION AND RESERVES

PROPOSED SOD MIX TO MATCH EXISTING LAWN AREAS ADJACENT TO CONSTRUCTION 1.

LANDSCAPE NOTES

SIDEWALK, TO BE SLOPED AWAY FROM GRANITE BASE WITH ONE PERCENT SLOPE.

ALL GRADING AND PAVING SURFACES AT GRANITE BASE,OPPOSITE SIDE OF6.

GRAVESITES SHALL NOT BE DISTURBED.

DIRECTOR AND COR PRIOR TO UNDERTAKING CONSTRUCTION ACTIVITIES. EXISTING

CONTRACTOR SHALL VERIFY LIMITS OF ADJACENT GRAVESITES WITH CEMETERY 5.

OF IRRIGATION HEADS AS NECESSARY TO ACCOMMODATE GRADING MODIFICATIONS.

IRRIGATION SYSTEM. THE CONTRACTOR SHALL ADJUST THE LOCATION AND ELEVATION

CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT THE EXISTING 4.

SURVEY TO THE COR.

DEPTHS IN THE FIELD. REPORT DISCREPANCIES BETWEEN FIELD CONDITIONS AND

CONTRACTOR SHALL VERIFY EXISTING UTILITY LINE AND STRUCTURE LOCATIONS AND 3.

THE ATTENTION OF THE COR.

OR INADEQUATE DRAINAGE FROM PROPOSED IMPROVEMENTS SHALL BE BROUGHT TO

SURVEY GRADES AND THE ACTUAL SITE ELEVATIONS. ANY AREAS OF POOR DRAINAGE

THE CONTRACTOR SHALL NOTIFY THE COR OF ANY DISCREPANCIES BETWEEN THE 2.

DRAWING OR AS DIRECTED BY THE COR IN THE FIELD.

PROVIDE POSITIVE DRAINAGE AWAY FROM ALL PAVED SURFACES AS SHOWN ON 1.

GRADING NOTES:

204.00

CONCRETE

SIDEWALK

GRANITE BASE -

TOP OF GRANITE

201.92

TYPICAL POST

LEGEND

EXISTING GRADE

PROPOSED GRADE

4:1 SLOPE MAX.

202.33

CONCRETE CURB -

TOP OF CURB 202.41L2.5

56" TOPSOIL

AND SOD

EXISTING

PRECAST

PAVER

1%

BASE ONLY

SLOPE BEHIND

199.79

201.00

EXISTING BURIALS

CONCRETE SIDEWALK

TO REMAIN

GRANITE BASE -

TOP OF GRANITE

200.05

TYPICAL POST

MAINTAIN MIN. 1'-0" OFFSET FROM

EDGE OF EXISTING BURIALS

200.00

LEGEND

EXISTING GRADE

PROPOSED GRADE

MAINTAIN A MINIMUM OF 1 INCH

EXPOSED GRANITE BASE

MATCH EXISTING GRADE 4:1 SLOPE MAX.

NEW CONCRETE

SIDEWALK

L1.1

8 & 9

EXPANSION

JOINT

1'-0"

1%

SLOPE BEHIND BASE ONLY

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

CONSULTANTS: ARCHITECT/ENGINEERS:

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

12'-0"

FINISH GRADE IN

PLANTING AREA

214" DIA. GALVANIZED POST, TYP

MAX

M

IN

M

IN

SECTION IN PLANTING AREA ELEVATION

CHAIN LINK FABRIC NO. 6 WIRE - 2"

MESH - GALVANIZED

POST TIES - MIN. 5 PER POST

LINE POST 2

2" O.D. - GALVANIZED

NOTES:

1. MAINTAIN FENCE IN GOOD WORKING ORDER DURING

CONSTRUCTION PLUMB AND VERTICAL AND INSPECT AT

A MINIMUM ONCE A WEEK AND REPAIR/REPLACE ANY

DAMAGED SECTIONS AND/OR POSTS.

2. ENSURE FENCE FABRIC IS SECURELY ATTACHED TO

POSTS AND MAINTAIN FENCE FABRIC IN A VERTICAL

POSITION WITHOUT SAGGING. ADD ADDITIONAL POSTS

IF NECESSARY.

3. FOLLOWING COMPLETION OF CONSTRUCTION REMOVE

FENCE AND ASSOCIATED COMPONENTS FROM THE SITE

AND REPAIR SITE TO FINISHED CONDITION.

4. CHAIN LINK FABRIC SHOULD BE NEW.

SECTION IN PAVED AREA

WEIGHTED BASE -

DO NOT DAMAGE

EXISTING PAVEMENT 6

M A

X

M

IN

GATE LEAF

FRAMEWORK

FULCRUM LATCH WITH STRIKE STRAP THAT

ALLOWS GATE TO BE LOCKED. PROVIDE

EXTERIOR RATED WEATHERPROOF

PADLOCK WITH (3) ADDITIONAL SETS OF

KEYS TO THE VA

GATE POST, MIN. 3" O.D. -

GALVANIZED WITH HINGES

SECTION/ELEVATION

MIN. 5'-0" TOTAL OPENING FOR

PEDESTRIAN GATE AND A MIN. 12'-0"

TOTAL OPENING FOR VEHICULAR GATE

CHAIN LINK FABRIC NO. 6 WIRE - 2"

MESH - GALVANIZED

PROVIDE SECURE POST EMBEDMENT FOR GATE.

IF REQUIRED TO ENSURE STABILITY PROVIDE

CONCRETE FOOTING AND/OR EXTEND POST

EMBEDMENT IN THE GROUND

VARIES

M

IN

M A

X

M

IN

MAXIMUM 4'-0" O.C., TYP.

BLACK STEEL LINE POST

HEAVY DUTY PVC TIES EQ. SPACED

MIN. FOUR PER POST

HDPE HEAVY DUTY CONSTRUCTION

FENCE (SNOW FENCE) UV STABILIZED,

3200 PSI TENSILE YIELD, 370 LBS. PER

FOOT TENSILE STRENGTH, 50-60%

MESH OPENING

ELEVATION

ADD ADDITIONAL POSTS IF NECESSARY.

VERTICAL POSITION WITHOUT SAGGING.

STEEL POST. MAINTAIN FENCE FABRIC IN A

ENSURE FENCE IS SECURELY ATTACHED TO 3.

REPAIR/REPLACE ANY DAMAGED SECTIONS.

MINIMUM ONCE A WEEK AND

DURING CONSTRUCTION. INSPECT AT A

MAINTAIN FENCE IN GOOD WORKING ORDER 2.

COLOR SHALL BE BRIGHT ORANGE.1.

NOTES

PLAN

HEAVY DUTY PVC TIES EQ. SPACED

MIN. FOUR PER POST

OVERLAP MIN. ONE POST LENGTH AT

ENDS OF ROLL AND AT CORNERS

MAXIMUM 10'-0" O.C., TYP.

MATERIAL

COMPACTED AGGREGATE BASE

PERPENDICULAR TO DIRECTION OF TRAVEL

SOFT BRISTLE BROOM FINISH

CONCRETE PAVEMENT

COMPACTED SUBGRADE

NOT TO EXCEED 200 SQUARE FEET

PAVEMENT SLABS BETWEEN JOINTS

ON PLANS

PATTERN AS SHOWN

" WIDE EXPANSION JOINT4

PATTERN AS SHOWN ON PLANS

3/4" DEEP X 1/4" WIDE

SCORE JOINT

LXXX

X

ALIGN

PAVEMENT

EXISTING CONCRETE

NYC BUILDING CODE 27-558.

HUNDRED POUNS AS PER

A LIVE LOAD OF SIX

SHALL BE DESIGNED FOR

AND VEHICULAR DRIVEWAY

OF ONE HUNDRED POUNDS

DEIGNED FOR A LIVE LOAD

SIDEWALK SHALL BE

NOTE:

AA

EXISTING ROADWAYEXISTING GROUND

ROADWAY

EXISTING

GROUND

EXISTING

M

IN

IM

U M

SECTION A-A

PLAN

STABILIZATION GEOTEXTILE

PERFORMED AFTER EACH RAIN.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE

SEDIMENT TRAPPING DEVICE.

STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

MUST BE REMOVED IMMEDIATELY.

DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAYS

SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS, ALL SEDIMENT SPILLED,

CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A

WITH 5:1 SLOPES WILL BE PERMITTED.

THE ENTRANCE. IF PIPING IS IMPRACTICAL. A MOUNTABLE BERM

TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH

6. SURFACE WATER: ALL SURFACE WATER FLOWING OR DIVERTED

AREA PRIOR TO STONE PLACEMENT.

5. STABILIZATION GEOTEXTILE: SHALL BE PLACED OVER THE ENTIRE

ENTRANCE TO SITE..

POINTS WHERE INGRESS OR EGRESS OCCURS. 24'-0" IF SINGLE

4. WIDTH: 12'-0" MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

3. THICKNESS: NOT LESS THAN 6".

LOT: 30'-0").

2. LENGTH: NOT LESS THAN 50'-0" (EXCEPT ON A SINGLE RESIDENTIAL

MIXTURE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

1. STONE SIZE: USE NYSDOT SIZE DESIGNATION 4 CRUSHED STONE

CONSTRUCTION SPECIFICATIONS:

50' MINIMUM

M

IN

M

IN

12' MIN.

M

IN

50' MINIMUM

JOINT SEALANT

TOP OF PAVEMENT

MANUFACTURER'S RECOMMENDATIONS

NOTE: BACKER ROD AND SEALANT PER

BACKER ROD

FOAM

JOINT MATERIAL

EXPANSION

"2

NYC BUILDING CODE 27-558.

HUNDRED POUNS AS PER

A LIVE LOAD OF SIX

SHALL BE DESIGNED FOR

AND VEHICULAR DRIVEWAY

OF ONE HUNDRED POUNDS

DEIGNED FOR A LIVE LOAD

SIDEWALK SHALL BENOTE:

PATTERN AS SHOWN ON PLANS

1" DEEP X 1/4" WIDE

SCORE JOINT

PAVEMENT

EXISTING CONCRETE

MATERIAL

COMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

ALIGN

NOT TO EXCEED 200 SQUARE FEET

PAVEMENT SLABS BETWEEN JOINTS

PATTERN AS SHOWN ON PLANS

" WIDE EXPANSION JOINT4

LXXX

X x x x x x

2" CLEAR FROM SIDES

2" CLEAR FROM TOP OF SLAB

@ 6"x6" SPACING8 8#

WELDED WIRE FABRIC

TRAVEL

PERPENDICULAR TO DIRECTION OF

BRISTLE BROOM FINISH

CONCRETE PAVEMENT - SOFT

GRADING DETAILS

L1.1

FENCE SECTION AT FENCE POST S8 - EAST END1

L1.1 SECTION SCALE 1" = 1'-0"

FENCE SECTION AT FENCE POST S57 - WEST END2

L1.1 SECTION SCALE 1" = 1'-0"

TEMPORARY CONSTRUCTION FENCE (CHAIN LINK)3

L1.1 ELEVATION & SECTION SCALE 1/2" = 1'-0"

TEMPORARY GATE (CHAIN LINK)4

L1.1 ELEVATION SCALE 1" = 1'-0"

TREE PROTECTION FENCE5

L1.1 ELEVATION & PLAN SCALE 1/2" = 1'-0"

NYCDOT TYPE 1 SIDEWALK, OUTSIDE DRIVEWAY8

L1.1 SECTION SCALE 1" = 1'-0"

CONCRETE SIDEWALK EXPANSION JOINT7

L1.1 SECTION NTS

STABILIZED CONSTRUCTION ENTRANCE6

L1.1 SECTION SCALE 1" = 1'-0"

NYCDOT TYPE III SIDEWALK, IN DRIVEWAY9

L1.1 SECTION SCALE 1" = 1'-0"

EQ. EQ.

R E

C O

N S T R

U C

T E

X

IS

T S T

O N

E P

IE

R

F1

TYP. SECTION

F1 CPF2F1F1

BCBC

F1F1

NA

P

IE

C E S T

O M

A T C

H E

X

IS

T

(R E P L A

C E B

R O

K E

N O

R M

IS

S

G

L V

A G

E R

E U S E E

X

IS

T S T

O N

E

TYP.

AT GRADE

EXIST. SIDEWALK

L1.0 FOR RE-GRADING

TYP. @ S0 - S23. SEE SHEET

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

NS, LS

F2

TC

F1

BC

F1

CLAMP

PICKET ROD & BASE

REPAIR WELD BTWN.

PREV. REPLACED SECTION

RECOAT ONLY, U.N.O

PREV. REPLACED SECTION

RECOAT ONLY, U.N.O

FENCE SECTION & REMOVE

SEPARATE POST FROM

CUT WELDED JOINT TO

FENCE SECTION & REMOVE

SEPARATE POST FROM

CUT WELDED JOINT TO

FENCE SECTION & REMOVE

SEPARATE POST FROM

CUT WELDED JOINT TO

FENCE SECTION & REMOVE

SEPARATE POST FROM

CUT WELDED JOINT TO

T

Y P

RE-GRADING

TYP. - SEE SHEET L1.0 FOR

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

F1

SS

NOTE 10

SEE RESTORATION

EMBEDDED ANCHORS

PIERS U.N.O.

FOUNDATION

TYP AT

L2.3

SHOWN ON PLAN, TYP.

FENCE POST NUMBER AS

L2.3

TYP

S2 S0S1S3S4S5S6S7S8

F1F1F1

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

RE-GRADING

TYP. - SEE SHEET L1.0 FOR

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

T

Y P

RE-GRADING

TYP. - SEE SHEET L1.0 FOR

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

SS

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

L2.3

TYP

S8S9S10S11S12S13S14S15 S16

L2.5 AND ASSOCIATED DETAILS.

BEFORE REINSTALLATION OF RESTORED FENCE. REFER TO PLAN DETAIL 1 OF SHEET

RAISE GRANITE BASE TO HEIGHT INDICATED AFTER REMOVAL OF EXISTING FENCE AND 11.

WITH TOP OF GRANITE.

FENCE POST. INSTALL RESTORED FENCE AND SECURE WITH LEAD. INSTALL LEAD FLUSH

CORE GRANITE BASE, MINIMUM DIAMETER REQUIRED TO REMOVE EXISTING LEAD AND 10.

USING SALVAGED STONE.

ANCHORS. AFTER INSTALLING FENCE, RECONSTRUCT STONE PIER TO MATCH ORIGINAL

REMOVAL OF EXISTING FENCE. REINSTALL RESTORED FENCE TO EXISTING EMBEDDED

REMOVE MASONRY AT STONE PIERS TO EXPOSE EMBEDDED ANCHORS TO ALLOW 9.

OTHERWISE.

REINSTALL COMPONENTS PLUMB, LEVEL, AND IN ORIGINAL LOCATIONS UNLESS NOTED 8.

AND TEXTURE AS NOTED TO MATCH ORIGINAL.

RECOAT MATERIAL, AS SPECIFIED, FOR A UNIFORM FINISH AND APPEARANCE. COLOR 7.

ORIGINAL. REPLACE MISSING FASTENERS.

MATERIAL TO EXISTING. REPLACE MISSING OR DAMAGED HARDWARE TO MATCH

MATCH ORIGINAL. FINISH JOINTS TO APPEAR SEAMLESS WHERE WELDING NEW

REPLACE BROKEN OR MISSING COMPONENTS AS IDENTIFIED ON GATES AND HINGES TO 6.

GRIND WELDS SMOOTH.

REPAIR WELDS ON GATES WHERE JOINTS ARE OPEN OR COMPONENTS ARE LOOSE. 5.

ORIGINAL LOCATIONS OF GOLD LEAF - NOTIFY COTR.

(SAMPLE SIZE AREA) ON COMPONENTS PAINTED GOLD ON EXISTING PIERS TO VERIFY

OF ORIGINAL COLOR & LOCATIONS OF GOLD LEAF TO BE REPLICATED. STRIP PAINT

NOTIFY COTR WHEN PAINT IS STRIPPED DOWN TO ORIGINAL LAYER FOR VERIFICATION

STRIP PAINT FROM EXISTING GATES AND SAND SURFACE RUST DOWN TO BARE METAL. 4.

& FILLED REVEALS.

PROCESS TO CORRECT EXISTING IMPERFECTIONS IN PIERS, INCLUDING WELD REPAIRS

EXISTING EAST GATE PIERS TO FORM MOLDS. MAKE ADJUSTMENTS IN MOLD MAKING

WHEN REPLICATING MISSING DECORATIVE COMPONENTS ON GATE PIERS, USE 3.

REMOVED COMPONENTS TO BE TAKEN OFF-SITE FOR RESTORATION WORK IN SHOP.2.

CAST IRON GATE PIERS & BASE PLATES FOR RESTORATION AND REINSTALLATION.

EXISTING CAST IRON GATE SECTIONS, FENCE POSTS, PICKETS, HARDWARE & HINGES,

TAG, CATALOG, AND REMOVE AND SALVAGE IDENTIFIED COMPONENTS, INCLUDING 1.

RESTORATION NOTES:

TRANSPORT, AND DISPOSE OF SOIL IN ACCORDANCE WITH CFR 40 PART 268.

REMOVE CONTINUOUS 12"X12" STRIP OF SOIL ADJACENT TO FENCE. HANDLE, STORE, 4.

SPECIFICATION 02 83 33.13.

DISPOSAL, ETC) MUST BE ACCOMPLISHED IN ACCORDANCE TO THE REQUIREMENTS OF

EXAMPLE SCRAPING, SANDING, PRIMING/PAINTING, CUTTING, PATCHING, REMOVAL,

LEAD. CONTRACT WORK REQUIRED TO BE PERFORMED TO THESE SURFACES (FOR

EXISTING PAINTED SURFACES, INCLUDING BUT NOT LIMITED TO METAL FENCE CONTAIN 3.

DOCUMENTS PRIOR TO COMMENCEMENT OF WORK.

REGARDING ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND CONTRACT

MEASUREMENTS. NOTIFY CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CONDITIONS MAY EXIST. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND

DRAWINGS ARE BASED ON LIMITED FIELD INVESTIGATION. VARYING AND HIDDEN 2.

AND REINSTALLATION.

CONTRACTOR SHALL COORDINATE WORK AS REQUIRED FOR A COMPLETE REMOVAL 1.

GENERAL NOTES:

OF ASSOCIATED BOLTED HARDWARE COMPONENTS

*ANCHORS AND STRAPS NOTED INCLUDE REPLACEMENT

DAMAGED OR MISSING COMPONENT(S) TO BE REPLACED

TREATMENT KEY:

XX

/2

OTHERWISE NOTED.

ALL ELEMENTS ARE COATED CAST IRON, UNLESS NOTE:

- FINIAL (TYP.)F1

- TOP CLAMPTC

- PICKET RODP

- BASE CLAMPBC

- PENDANTPD

(DECORATIVE)

- FINIAL F2

- UPPER CONNECTORUC

POST

- SQUARE SP

S#

GRANITE BASE

PICKET

- COMPLETE CP

- SOUTH SCROLLSS - NORTH SCROLLNS

- NORTH ANCHOR NA

- SOUTH ANCHOR SA

- LOWER STRAP LS

- UPPER STRAP US

COLLAR

- DECORATIVE DC

T Y P

CONT. UPPER RAIL

CONT. LOWER RAIL

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

WESTNORTHEAST

SLOPED TO DRAIN

RESET STONE CAP SLOPE 1/4" PER FT.

SLOPED TO DRAIN

RESET STONE CAP SLOPE 1/4" PER FT.

SEE RESTORATION NOTE 9

EMBEDDED ANCHORS

R E

C O

N S T R

U C

T E

X

IS

T S T

O N

E P

IE

R

P

IE

C E S T

O M

A T C

H E

X

IS

T

(R E P L A

C E B

R O

K E

N O

R M

IS

S

L V

A G

E R

E U S E E

X

IS

T S T

O N

E

AT GRADE

EXIST. SIDEWALK

AT GRADE

EXIST. SIDEWALK

LAWN - SEE SHEET L1.0

RE-GRADE SLOPED

LAWN - SEE SHEET L1.0

RE-GRADE SLOPED

AND REINSTALLED

BE REMOVED, REFINISHED,

PICKET FENCE SECTION TO

SEE RESTORATION NOTE 9

EMBEDDED ANCHORS

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

PARTIAL SOUTH ELEVATION OF FENCE

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

PARTIAL SOUTH ELEVATION OF FENCE

SCALE: 3/4" = 1'-0"L2.0

FENCE POSTS & PICKETS - COMPONENTS KEY2

L2.0

L2.0

L2.0

- 2DE

- 1DS

- 3F3

(REFER TO SHEET L2.4)GATES:

- 0SP

4NA -

- 6SA

- 7LS

- 8NS

- 13SS

- 7US

- 0UC

- 5F2

POSTS:

- 26PD

- 50BC

- 16 P

- 39TC

- 48F1

PICKETS:

): PROJECT TOTALS (S0 - S71XX

SCALE: 3/4" = 1'-0"L2.0

S0 - STONE PIER ELEVATIONS1

FENCE ELEVATIONS

HINGED PEDESTRIAN GATE

2'-10"

ADJACENT FENCE SECTION

RAILS TO MATCH EXIST. AT

REPLACE SECTION OF LOWER

SS, LS BC, PD

F1

ADJACENT FENCE SECTION

RAILS TO MATCH EXIST. AT

REPLACE SECTION OF UPPER

MAINTAIN CLEAR

COMPONENTS

RECOAT EXIST.HARDWARE

STRIP, REFURBISH AND

REFER TO

REPLACE SPRING BAR AND HARDWARE

F1

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

RE-GRADING

TYP. - SEE SHEET L1.0 FOR

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

T

Y P

RE-GRADING

TYP. - SEE SHEET L1.0 FOR

RETAINING WALL BEHIND,

REMOVE BRICK PAVER

P

P

NS

EXIST. HARDWARE

STRIP, REFURBISH, AND RECOAT

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

WHEN COMPLETE.

IMPROVEMENTS; RE-ATTACH

SIGNAGE PRIOR TO FENCE

TEMPORARILY REMOVE

P

L2.3

L2.3

TYP

S22 S21 S16S17S18S19S20S23S24

L2.5 AND ASSOCIATED DETAILS.

BEFORE REINSTALLATION OF RESTORED FENCE. REFER TO PLAN DETAIL 1 OF SHEET

RAISE GRANITE BASE TO HEIGHT INDICATED AFTER REMOVAL OF EXISTING FENCE AND 11.

WITH TOP OF GRANITE.

FENCE POST. INSTALL RESTORED FENCE AND SECURE WITH LEAD. INSTALL LEAD FLUSH

CORE GRANITE BASE, MINIMUM DIAMETER REQUIRED TO REMOVE EXISTING LEAD AND 10.

USING SALVAGED STONE.

ANCHORS. AFTER INSTALLING FENCE, RECONSTRUCT STONE PIER TO MATCH ORIGINAL

REMOVAL OF EXISTING FENCE. REINSTALL RESTORED FENCE TO EXISTING EMBEDDED

REMOVE MASONRY AT STONE PIERS TO EXPOSE EMBEDDED ANCHORS TO ALLOW 9.

OTHERWISE.

REINSTALL COMPONENTS PLUMB, LEVEL, AND IN ORIGINAL LOCATIONS UNLESS NOTED 8.

AND TEXTURE AS NOTED TO MATCH ORIGINAL.

RECOAT MATERIAL, AS SPECIFIED, FOR A UNIFORM FINISH AND APPEARANCE. COLOR 7.

ORIGINAL. REPLACE MISSING FASTENERS.

MATERIAL TO EXISTING. REPLACE MISSING OR DAMAGED HARDWARE TO MATCH

MATCH ORIGINAL. FINISH JOINTS TO APPEAR SEAMLESS WHERE WELDING NEW

REPLACE BROKEN OR MISSING COMPONENTS AS IDENTIFIED ON GATES AND HINGES TO 6.

GRIND WELDS SMOOTH.

REPAIR WELDS ON GATES WHERE JOINTS ARE OPEN OR COMPONENTS ARE LOOSE. 5.

ORIGINAL LOCATIONS OF GOLD LEAF - NOTIFY COTR.

(SAMPLE SIZE AREA) ON COMPONENTS PAINTED GOLD ON EXISTING PIERS TO VERIFY

OF ORIGINAL COLOR & LOCATIONS OF GOLD LEAF TO BE REPLICATED. STRIP PAINT

NOTIFY COTR WHEN PAINT IS STRIPPED DOWN TO ORIGINAL LAYER FOR VERIFICATION

STRIP PAINT FROM EXISTING GATES AND SAND SURFACE RUST DOWN TO BARE METAL. 4.

& FILLED REVEALS.

PROCESS TO CORRECT EXISTING IMPERFECTIONS IN PIERS, INCLUDING WELD REPAIRS

EXISTING EAST GATE PIERS TO FORM MOLDS. MAKE ADJUSTMENTS IN MOLD MAKING

WHEN REPLICATING MISSING DECORATIVE COMPONENTS ON GATE PIERS, USE 3.

REMOVED COMPONENTS TO BE TAKEN OFF-SITE FOR RESTORATION WORK IN SHOP.2.

CAST IRON GATE PIERS & BASE PLATES FOR RESTORATION AND REINSTALLATION.

EXISTING CAST IRON GATE SECTIONS, FENCE POSTS, PICKETS, HARDWARE & HINGES,

TAG, CATALOG, AND REMOVE AND SALVAGE IDENTIFIED COMPONENTS, INCLUDING 1.

RESTORATION NOTES:

TRANSPORT, AND DISPOSE OF SOIL IN ACCORDANCE WITH CFR 40 PART 268.

REMOVE CONTINUOUS 12"X12" STRIP OF SOIL ADJACENT TO FENCE. HANDLE, STORE, 4.

SPECIFICATION 02 83 33.13.

DISPOSAL, ETC) MUST BE ACCOMPLISHED IN ACCORDANCE TO THE REQUIREMENTS OF

EXAMPLE SCRAPING, SANDING, PRIMING/PAINTING, CUTTING, PATCHING, REMOVAL,

LEAD. CONTRACT WORK REQUIRED TO BE PERFORMED TO THESE SURFACES (FOR

EXISTING PAINTED SURFACES, INCLUDING BUT NOT LIMITED TO METAL FENCE CONTAIN 3.

DOCUMENTS PRIOR TO COMMENCEMENT OF WORK.

REGARDING ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND CONTRACT

MEASUREMENTS. NOTIFY CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CONDITIONS MAY EXIST. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND

DRAWINGS ARE BASED ON LIMITED FIELD INVESTIGATION. VARYING AND HIDDEN 2.

AND REINSTALLATION.

CONTRACTOR SHALL COORDINATE WORK AS REQUIRED FOR A COMPLETE REMOVAL 1.

GENERAL NOTES:

OF ASSOCIATED BOLTED HARDWARE COMPONENTS

PD

F1

BC

SA

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

T

Y P

BC, PD

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

L2.3

TYP

S24S25S26S27S28S29S30S31S32

BC, PD SS, NS, SA, NA

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

T

Y P

L2.4

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

L2.3

TYP

G2 G1

LC

G3G4 S32S33S34S35

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

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

PARTIAL SOUTH ELEVATION OF FENCE

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

PARTIAL SOUTH ELEVATION OF FENCE

L2.1

L2.1

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

PARTIAL SOUTH ELEVATION OF FENCE

L2.1

L2.1

F1F1F1

BC BC, PD

TC

PRIOR TO REINSTALLATION

STRAIGHTEN UPPER RAILS

PRIOR TO REINSTALLATION

STRAIGHTEN LOWER RAILS

EXIST. UPPER PICKET

- DIAMETER TO MATCH

REPLACE BASE OF PICKET

NS, NA, LS, US

SS, SA,

F1, TC

BC BC BC BC

TC

EXIST. UPPER PICKET

- DIAMETER TO MATCH

REPLACE BASE OF PICKET

SECTIONS OF BASE CLAMP

REPAIR WELD BTWN.

PRIOR TO REINSTALLATION

STRAIGHTEN UPPER RAILS

REINSTALLATION

RAILS PRIOR TO

STRAIGHTEN LOWER

TCTC

F1

BC, PD

TC

NS, USSS, SA, US

AT GRADE

EXIST. SIDEWALK

EQ. EQ.

TYP. SECTION

TYP.2

T

Y P

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

L2.3

PIERS U.N.O.

TYP AT FOUNDATION

L2.3

TYP

G4S36S37S38S39S40S41S42S43

L2.5 AND ASSOCIATED DETAILS.

BEFORE REINSTALLATION OF RESTORED FENCE. REFER TO PLAN DETAIL 1 OF SHEET

RAISE GRANITE BASE TO HEIGHT INDICATED AFTER REMOVAL OF EXISTING FENCE AND 11.

WITH TOP OF GRANITE.

FENCE POST. INSTALL RESTORED FENCE AND SECURE WITH LEAD. INSTALL LEAD FLUSH

CORE GRANITE BASE, MINIMUM DIAMETER REQUIRED TO REMOVE EXISTING LEAD AND 10.

USING SALVAGED STONE.

ANCHORS. AFTER INSTALLING FENCE, RECONSTRUCT STONE PIER TO MATCH ORIGINAL

REMOVAL OF EXISTING FENCE. REINSTALL RESTORED FENCE TO EXISTING EMBEDDED

REMOVE MASONRY AT STONE PIERS TO EXPOSE EMBEDDED ANCHORS TO ALLOW 9.

OTHERWISE.

REINSTALL COMPONENTS PLUMB, LEVEL, AND IN ORIGINAL LOCATIONS UNLESS NOTED 8.

AND TEXTURE AS NOTED TO MATCH ORIGINAL.

RECOAT MATERIAL, AS SPECIFIED, FOR A UNIFORM FINISH AND APPEARANCE. COLOR 7.

ORIGINAL. REPLACE MISSING FASTENERS.

MATERIAL TO EXISTING. REPLACE MISSING OR DAMAGED HARDWARE TO MATCH

MATCH ORIGINAL. FINISH JOINTS TO APPEAR SEAMLESS WHERE WELDING NEW

REPLACE BROKEN OR MISSING COMPONENTS AS IDENTIFIED ON GATES AND HINGES TO 6.

GRIND WELDS SMOOTH.

REPAIR WELDS ON GATES WHERE JOINTS ARE OPEN OR COMPONENTS ARE LOOSE. 5.

ORIGINAL LOCATIONS OF GOLD LEAF - NOTIFY COTR.

(SAMPLE SIZE AREA) ON COMPONENTS PAINTED GOLD ON EXISTING PIERS TO VERIFY

OF ORIGINAL COLOR & LOCATIONS OF GOLD LEAF TO BE REPLICATED. STRIP PAINT

NOTIFY COTR WHEN PAINT IS STRIPPED DOWN TO ORIGINAL LAYER FOR VERIFICATION

STRIP PAINT FROM EXISTING GATES AND SAND SURFACE RUST DOWN TO BARE METAL. 4.

& FILLED REVEALS.

PROCESS TO CORRECT EXISTING IMPERFECTIONS IN PIERS, INCLUDING WELD REPAIRS

EXISTING EAST GATE PIERS TO FORM MOLDS. MAKE ADJUSTMENTS IN MOLD MAKING

WHEN REPLICATING MISSING DECORATIVE COMPONENTS ON GATE PIERS, USE 3.

REMOVED COMPONENTS TO BE TAKEN OFF-SITE FOR RESTORATION WORK IN SHOP.2.

CAST IRON GATE PIERS & BASE PLATES FOR RESTORATION AND REINSTALLATION.

EXISTING CAST IRON GATE SECTIONS, FENCE POSTS, PICKETS, HARDWARE & HINGES,

TAG, CATALOG, AND REMOVE AND SALVAGE IDENTIFIED COMPONENTS, INCLUDING 1.

RESTORATION NOTES:

TRANSPORT, AND DISPOSE OF SOIL IN ACCORDANCE WITH CFR 40 PART 268.

REMOVE CONTINUOUS 12"X12" STRIP OF SOIL ADJACENT TO FENCE. HANDLE, STORE, 4.

SPECIFICATION 02 83 33.13.

DISPOSAL, ETC) MUST BE ACCOMPLISHED IN ACCORDANCE TO THE REQUIREMENTS OF

EXAMPLE SCRAPING, SANDING, PRIMING/PAINTING, CUTTING, PATCHING, REMOVAL,

LEAD. CONTRACT WORK REQUIRED TO BE PERFORMED TO THESE SURFACES (FOR

EXISTING PAINTED SURFACES, INCLUDING BUT NOT LIMITED TO METAL FENCE CONTAIN 3.

DOCUMENTS PRIOR TO COMMENCEMENT OF WORK.

REGARDING ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND CONTRACT

MEASUREMENTS. NOTIFY CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

CONDITIONS MAY EXIST. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND

DRAWINGS ARE BASED ON LIMITED FIELD INVESTIGATION. VARYING AND HIDDEN 2.

AND REINSTALLATION.

CONTRACTOR SHALL COORDINATE WORK AS REQUIRED FOR A COMPLETE REMOVAL 1.

GENERAL NOTES:

OF ASSOCIATED BOLTED HARDWARE COMPONENTS

BCPD

TC

BC, PDBC, PD SS,SA, LS, USSS, SA, LS, US

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

T

Y P

SS

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

L2.3

TYP

S43S44S45S46S47S48S49S50S51

BC

PRIOR TO REINSTALLATION

STRAIGHTEN LOWER RAILS

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

T

Y P

F1 F2

PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3PIERS U.N.O.

TYP AT FOUNDATION 5

L2.3

RAISE GRANITE FENCE POSTS FROM S52 TO S70

L2.3

TYP

S51S52S53S54S56 S55S57S58S59

Drawing Title

Approved Project Director

Project Title

Date

Location

Checked

VA Project Number

Drawing Number

Drawn

Revisions: Date:

o n e e ig h t h in n e f o o t 1

B

A

C

D

E

F t h r e e in c h n e f o o t o n e a n d o n e h a lf in c h n e f o o t o n e in n e f o o t t h r e e q u a r t e r s in n e f o o t o n e h a lf in n e f o o t t h r e e e ig h t h s in n e f o o t o n e q u a r t e r in n e f o o t

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Administration

Cemetery

National

KW/MJ

N

CONSULTANTS: ARCHITECT/ENGINEERS:

0 20'10'5'

Sheet # of 12

808-CM3-006

Historic Fence Restoration

Cypress Hills National Cemetery

Brooklyn, New York

R

Know what'sbelow.

before you dig.Call

New York District of Engineers

US Army Corps

JULY 2, 2015 RT

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

PARTIAL SOUTH ELEVATION OF FENCE

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

PARTIAL SOUTH ELEVATION OF FENCE

L2.2

L2.2

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

PARTIAL SOUTH ELEVATION OF FENCE

L2.2

L2.2

BC

PRIOR TO REINSTALLATION

STRAIGHTEN LOWER RAILS

BC

BASES TO BE EXPOSED 1" MIN. ABOVE FIN. GRADE, TYP.

CONDITIONS UNCOVERED, PRIOR TO REFINISHING.

WORK - SEE SHEET L1.0. NOTIFY COTR OF EXIST.

PICKET & POST BASES TO BE UNEARTHED BY GRADING

SS, NS, NA, LS

F2

SS, NS, US

EQ. EQ.

TYP. SECTION

TYP.

AT GRADE

EXIST. SIDEWALK

T

Y P

PD

EXIST. UPPER PICKET

- DIAMETER TO MATCH

REPLACE BASE OF PICKET

PRIOR TO REFINISHING

FILL DENTS IN TOP CLAMPS

EXIST.

LOWER RAILS TO MATCH

REPLACE SEGMENT OF

SS, NS, LS, US

REPAIR UPPER RAIL

PIERS U.N.O.

FOUNDATION

TYP AT

L2.3

RA…