815CM3041 LINC Bid Set Bk-03.pdf

PDF 9 MB Posted Jan 3, 2024

Attached to: Y1AZ--NEW IFB (FY-24) | LONG ISLAND NATL CEM | RENOVATION, IMPROVEMENTS & REPAIRS CONSTRUCTION PROJECT | PROJECT NO. 815CM3041
Solicitation number: 36C78624B0005
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Jan 3, 2024

This solicitation is for a construction project at the Long Island National Cemetery in Farmingdale, New York. The project involves facility renovation, improvements, and repairs including pavement repair, paving, and erosion control work. The Department of Veterans Affairs National Cemetery Administration is the contracting agency. Contractors will furnish all labor, materials, equipment, and supervision to complete the work described in the specifications and drawings. The statement of work includes milling and overlaying existing asphalt pavement, removing and replacing concrete curb and gutters, and cleaning and replacing media in infiltration basins.

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MATCHLINE

N E

2G West First Dr.

Southern Dr.

W el lw oo d Av en ue

Lin k

Fl ag st af f D r.

Memorial Dr. S.

Memorial Dr. N.

MB3EDSS

Center Portal Dr.

Main Portal Dr.

Center Portal Dr.

COLMB

LODGE

CG-101

CP-201

S S

A B C

EMPLOYEEONLY

EMPLOYEEONLY EMPLOYEEONLY

EMPLOYEEONLY

NOPARKING

PLOYEE

NLY

PLOYEE

NLY

PLOYEE

NLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

NLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

NLY

PARKING

1 1

8 L.F.

29.5 L.F.

225 L.F.

8 L.F.

9 L.F.

54.7 SQ. YD. 36.6 SQ. YD.

75.3 SQ. YD.

52.6 SQ. YD.

101 SQ. YD.

650.7 SQ. YD.

81.3 SQ. YD.

25 L.F.

3 30 L.F.

3 224.5 L.F.

469.5 SQ. YD.

4123.7 SQ. YD.

3 30 L.F.

30 L.F.

GRADING PLAN

PAVEMENT REPAIR PLAN

5 5

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

CP-301

ASPHALT PAVEMENT

(MILL AND OVERLAY)

CP-301

ASPHALT PAVEMENT

(FULL DEPTH) (PATCHING)

COORDINATE WITH SUFFOLK COUNTY PUBLIC WORKS DEPT.

PRIOR TO CONSTRUCTION. APPLY ADVANCE WARNING SIGNS

AND TRAFFIC CONTROL ON COUNTY ROADS AS DIRECTED BY

COUNTY. DO NOT OPERATE CONSTRUCTION EQUIPMENT ON

COUNTY ROADS WITHOUT WRITTEN PERMISSION OR PERMIT.

SUFFOLK COUNTY PUBLIC WORKS PHONE: (631) 852-4010.

REPLACE LOOP DETECTORS TO SIGNAL CONTROL CABINET IN

ACCORDANCE WITH NYSDOT SPECIFICATION SECTION 680,

680 SERIES STANDARD SHEETS, AND COMPLY WITH COUNTY

INSTRUCTIONS. OBTAIN PERMIT FROM SUFFOLK COUNTY

PUBLIC WORKS DEPT. PRIOR TO CONSTRUCTION, AND

COORDINATE DURING CONSTRUCTION FOR TECHNICAL

REQUIREMENTS, SCHEDULE, AND TEMPORARY SIGNAL

OPERATIONS. CONTRACTOR SHALL EMPLOY QUALIFIED

ELECTRICAL SUBCONTRACTOR EXPERIENCED IN SIGNAL

WORK, AND SHALL BE RESPONSIBLE TO RESTORE SIGNAL

CONDITION AND FUNCTION TO SATISFACTION OF THE

COUNTY AND COR.

REPLACE DEMO'D PAINTED STOP BAR03

DESCRIPTION OF PAVEMENT REPAIR WORK

MILL AND OVERLAY EXISTING ASPHALT PAVEMENT

REMOVE EXISTING PAVEMENT, GRADE BASE AND REPLACE

WITH FULL DEPTH ASPHALT PAVEMENT

REMOVE AND REPLACE EXISTING CONCRETE CURB AND

GUTTER. APPROXIMATE LOCATION, VERIFY IN FIELD AND

COORDINATE WITH COR. MEASURE EXISTING CURB CROSS

SECTION, CONSTRUCT REPLACEMENT CURB CROSS SECTIONS

TO MATCH ADJACENT EXISTING DIMENSIONS

REMOVE EXISTING CONCRETE SIDEWALK AND/OR PAVERS.

FOR REPLACEMENT, SEE SITE DEVELOPMENT DWGS.

CP-301

INSTALL YIELD LINE PAVEMENT MARKING5

CP-301

INSTALL TRAFFIC GORE PAVEMENT MARKING6

INFILTRATION BASIN MEDIA REPLACEMENT

(SEE NOTES ON SHT. CP-101)

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

LEGEND

NOT TO SCALE

KEY

2Z2Y

2W 3D

M L

K A

2P2N

2M2J

2E2G

Y Z

2VW

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

0 40 80 160 240

PAVEMENT REPAIRS PLAN

SOUTH WEST

CP-104

1. SAWCUT EXISTING PAVEMENT AND CURB & GUTTER TO MAKE

NEAT VERTICAL JOINT AND SEAL WITH LIQUID ASPHALT AFTER

NEW CURB IS CONSTRUCTED.

2. LOCATIONS AND LIMITS OF ALL REPAIRS SHALL BE MARKED IN

THE FIELD BY CONTRACTOR FOR APPROVAL BY THE COR. LIMITS,

LOCATION, AND NUMBER OF REPAIRS MAY BE CHANGED BY THE

COR UP TO QUANTITY OF WORK IN THE CONTRACT, AT NO

ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL

MARK AND MEASURE AMENDED LIMITS AND LOCATIONS

IDENTIFIED BY COR PRIOR TO CONSTRUCTION FOR APPROVAL,

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. WATER LANCE AND VACUUM TO REMOVE SEDIMENT, REMOVE

DEBRIS, AND CLEAN ALL CATCH BASINS, INFILTRATION BASINS,

AND CONNECTING STORM DRAINAGE PIPING ON THE CEMETERY

GROUNDS. VISIT SITE PRIOR TO BIDDING TO INSPECT. REFER TO

“INFILTRATION BASIN MEDIA REPLACEMENT NOTES” ON CP-101

FOR ADDITIONAL REQUIREMENTS AT INDICATED LOCATIONS.

NOTES

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ICV

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VALVE

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VALVE

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AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

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AutoCAD SHX Text I

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AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

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AutoCAD SHX Text A

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AutoCAD SHX Text S

AutoCAD SHX Text

PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text I

N E

Y Z

U S

2V Memorial Dr. South

East First Dr.

Little East N eck R oad

Main Portal Dr.

Southern Dr.

Center Portal Dr.

Main Portal Dr.

Eastern Dr.

CP-202

LITTLE E N

ECK RO

158 L.F.

8 L.F.

36.6 SQ. YD.

12.4 SQ. YD.

36.6 SQ. YD.

35.9 SQ. YD.

125.9 SQ. YD.

91 SQ. YD.

49.5 SQ. YD.

35.8 SQ. YD.

125.6 SQ. YD.

36.9 SQ. YD.

170.7 SQ. YD.39.6 SQ. YD.

37.2 SQ. YD.

39 SQ. YD.

121.9 SQ. YD.

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

CP-301

ASPHALT PAVEMENT

(MILL AND OVERLAY)

CP-301

ASPHALT PAVEMENT

(FULL DEPTH) (PATCHING)

COORDINATE WITH TOWN OF BABYLON COUNTY PUBLIC

WORKS DEPT. PRIOR TO CONSTRUCTION. APPLY ADVANCE

WARNING SIGNS AND TRAFFIC CONTROL ON E. LITTLE NECK

RD. AS DIRECTED BY TOWN. DO NOT OPERATE

CONSTRUCTION EQUIPMENT ON TOWN ROAD WITHOUT

WRITTEN PERMISSION OR PERMIT. TOWN OF BABYLON

PUBLIC WORKS PHONE: (631) 957-4279.

REPLACE DEMO'D PAINTED STOP BAR03

DESCRIPTION OF PAVEMENT REPAIR WORK

MILL AND OVERLAY EXISTING ASPHALT PAVEMENT

REMOVE EXISTING PAVEMENT, GRADE BASE AND REPLACE

WITH FULL DEPTH ASPHALT PAVEMENT

REMOVE AND REPLACE EXISTING CONCRETE CURB AND

GUTTER. APPROXIMATE LOCATION, VERIFY IN FIELD AND

COORDINATE WITH COR. MEASURE EXISTING CURB CROSS

SECTION, CONSTRUCT REPLACEMENT CURB CROSS SECTIONS

TO MATCH ADJACENT EXISTING DIMENSIONS

REMOVE EXISTING CONCRETE SIDEWALK AND/OR PAVERS.

FOR REPLACEMENT, SEE SITE DEVELOPMENT DWGS.

CP-301

INSTALL YIELD LINE PAVEMENT MARKING5

CP-301

INSTALL TRAFFIC GORE PAVEMENT MARKING6

INFILTRATION BASIN MEDIA REPLACEMENT

(SEE NOTES ON SHT. CP-101)

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

LEGEND

NOT TO SCALE

KEY

2Z2Y

2W 3D

M L

K A

2P2N

2M2J

2E2G

Y Z

2VW

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

0 40 80 160 240

PAVEMENT REPAIRS PLAN

SOUTH EAST

CP-105

1. SAWCUT EXISTING PAVEMENT AND CURB & GUTTER TO MAKE

NEAT VERTICAL JOINT AND SEAL WITH LIQUID ASPHALT AFTER

NEW CURB IS CONSTRUCTED.

2. LOCATIONS AND LIMITS OF ALL REPAIRS SHALL BE MARKED IN

THE FIELD BY CONTRACTOR FOR APPROVAL BY THE COR. LIMITS,

LOCATION, AND NUMBER OF REPAIRS MAY BE CHANGED BY THE

COR UP TO QUANTITY OF WORK IN THE CONTRACT, AT NO

ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL

MARK AND MEASURE AMENDED LIMITS AND LOCATIONS

IDENTIFIED BY COR PRIOR TO CONSTRUCTION FOR APPROVAL,

AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. WATER LANCE AND VACUUM TO REMOVE SEDIMENT, REMOVE

DEBRIS, AND CLEAN ALL CATCH BASINS, INFILTRATION BASINS,

AND CONNECTING STORM DRAINAGE PIPING ON THE CEMETERY

GROUNDS. VISIT SITE PRIOR TO BIDDING TO INSPECT. REFER TO

“INFILTRATION BASIN MEDIA REPLACEMENT NOTES” ON CP-101

FOR ADDITIONAL REQUIREMENTS AT INDICATED LOCATIONS.

NOTES

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text V

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text

PRIME CONSULTANT

AutoCAD SHX Text

CONSULTANTS

12+00 13+00 14+00

2+00

3+00

4+00

5+00

6+00 7+00 8+00

LOW

LOW LOW LOW LOW LOW LO

LOW

LOWLOW

LOW

LOW LOW LOW LOW

LOW

EMPLOYEEONLY

NOPARKING

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PLOYEE

ONLY

PARKING

LOW

'-4

'-0

'-1 0"

'-1

'-1 0"

18'-0"

MOUNTABLE CATCH

CURB & GUTTER

MOUNTABLE CATCH

CURB & GUTTER MOUNTABLE CATCH

CURB & GUTTER

MOUNTABLE CATCH

CURB & GUTTER

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING PARKING

AREA TO REMAINMOUNTABLE CATCH

CURB & GUTTER

4" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

REQ'D " DO NOT ENTER"

TRAFFIC SIGN

SOLID PAVEMENT

LEGEND (TYP.)

24" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

C8 C11

C15

C17

C16

PT PC

C18

PTC1

10 11

16 17

24" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

24" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

8" DASHED PAVEMENT

MARKING (WHITE)

MOUNTABLE SPILL

CURB & GUTTER

EXISTING DRAIN

INLET TO REMAIN

EXISTING CROSS

WALK TO REMAIN

L=211 LF

L=221 LF

L=56 LF

L=70 LF

PUBLIC

INFO

CENTER

MOUNTABLE CATCH

CURB & GUTTER

FLUSH CURB AND

3'-0" CURB TAPERS

PCPT

C12

C13

C14

C19

C20

24" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

6' -6

FLUSH CURB AND

3'-0" CURB TAPERS

FLUSH CURB AND

6'-0" CURB TAPERS

5' -0

6' -0

FLUSH CURB AND

6'-0" CURB TAPERS

3' WIDE CONCRETE APRON

FLUSH CURB AND

6'-0" CURB TAPERS

DOUBLE 6" SOLID PAVEMENT

MARKING (WHITE)

12+00 13+00 14+00

LOW

LOW LOW LOW LOW LOW LO

LOW

LOW LOW LOW LOW

'-4

'-0

'-1 0"

'-1

'-1 0"

18'-0"

MOUNTABLE CATCH

CURB & GUTTER

MOUNTABLE CATCH

CURB & GUTTER MOUNTABLE CATCH

CURB & GUTTER

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING PARKING

AREA TO REMAINMOUNTABLE CATCH

CURB & GUTTER

4" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

SOLID PAVEMENT

LEGEND (TYP.)

24" SOLID PAVEMENT

MARKING (WHITE)(TYP.)

C8 C11

C15

C17

C16

PT PC

C18

PTC1

8" DASHED PAVEMENT

MARKING (WHITE)

MOUNTABLE SPILL

CURB & GUTTER

L=211 LF

L=221 LF

L=56 LF

L=70 LF

PCPT

C19

C20

FLUSH CURB AND

3'-0" CURB TAPERS

6' -0

FLUSH CURB AND

6'-0" CURB TAPERS

FLUSH CURB AND

6'-0" CURB TAPERS

CURVE DATA TABLE

CURVE

NO.

LENGTH

116.82'

17.98'

27.86'

7.85'

19.97'

65.35'

RADIUS

59.00'

21.13'

31.00'

5.00'

9.00'

85.00'

DELTA

113.45'

48.76'

51.50'

89.93'

127.12'

44.05'

N: 213295.46 E: 213255.06

N: 213255.06 E: 213269.70

N: 213269.70 E: 213291.99

N: 213211.25 E: 213215.53

N: 213217.91 E: 213226.95

N: 213226.95 E: 213224.60

N: 213255.06 E: 1150613.85

N: 213269.70 E: 1150623.33

N: 213291.99 E: 1150638.44

N: 213215.53 E: 1150533.58

N: 213226.95 E: 1150546.59

N: 213224.60 E: 1150610.30

CURVE DATA TABLE

CURVE

NO.

C11

C15

C16

C17

C18

LENGTH

20.46'

43.08'

20.47'

13.87'

7.70'

45.74'

RADIUS

41.00'

49.00'

13.00'

35.27'

4.00'

28.95'

DELTA

28.59'

50.37'

90.22'

22.53'

110.25'

90.51'

N: 213224.60 E: 213226.57

N: 213378.54 E: 213344.23

N: 213423.42 E: 213405.62

N: 213430.66 E: 213439.49

N: 213439.49 E: 213438.96

N: 213335.54 E: 213346.23

N: 213226.57 E: 1150630.45

N: 213344.23 E: 1150841.38

N: 213405.62 E: 1150834.70

N: 213439.49 E: 1150823.79

N: 213438.96 E: 1150830.34

N: 213346.23 E: 1150608.51

POINTS DATA TABLE

POINT NO.

NORTHING

213122.51

213137.92

213212.99

213242.81

213261.35

213328.46

213332.64

213366.42

213380.21

213358.88

213339.05

213450.15

213430.66

213479.80

213504.77

213394.44

213335.46

213342.29

213334.76

213255.86

213252.25

EASTING

1150495.06

1150487.85

1150552.09

1150493.92

1150491.43

1150492.54

1150508.58

1150590.38

1150620.12

1150643.74

1150654.41

1150801.90

1150813.21

1150788.98

1150826.91

1150867.80

1150508.20

1150528.51

1150519.73

1150518.60

1150492.45

NOTE:

ALL POINTS ARE LOCATED AT EDGE OF

ASPHALT PAVEMENT AND CURB GUTTER

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

CP-301

ASPHALT PAVEMENT

(MILL AND OVERLAY)

CP-301

MOUNTABLE CATCH CURB

AND GUTTER

CP-301

MOUNTABLE SPILL CURB

AND GUTTER

CP-301

10 FT CURB & GUTTER TRANSITION

FROM CATCH TO SPILL CURB

CP-301

ASPHALT PAVEMENT

(FULL DEPTH) (PATCHING)

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR91

CORTEGE LANE PROFILE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+20

EXISTING SOUTH

GUTTERLINE

EXISTING GRADE ALONG

PROJECT BASELINE

REQ'D GRADE ALONG

PROJECT BASELINE REQ'D NORTH

GUTTERLINE GRADE

REQ'D SOUTH

GUTTERLINE GRADE

EXISTING DRAIN INLET

(TO REMAIN)

EXISTING DRAIN INLET

(TO REMAIN)

EXISTING DRAIN INLET

(TO REMAIN)

5'-0" CURB TRANSITION IS REQUIRED TO MATCH NEW CURB

AND GUTTER TO EXISTING CURB AND GUTTER.

PRIOR TO CONSTRUCTION, EMPLOY THE SERVICES OF

NY-LICENSED GEOTECHNICAL ENGINEER TO EVALUATE AND

CONFIRM THE SUITABILITY OF SOILS BELOW THE NEW PAVING

IN THE AREA THAT USED TO BE A RESERVOIR. PROVIDE

ENGINEER’S SEALED REPORT FOR COR’S REVIEW PRIOR TO

CONSTRUCTION. SEE APPROXIMATE HISTORIC BOUNDARY LINE

OF RESERVOIR ON SITE DRAWING IN THAT AREA.

SEAL EXISTING PAVEMENT AT DEMOLISHED ADA MARKINGS

WITH BLACK ASPHALTIC PAVEMENT SEAL PRODUCT.

PAINT 4" WHITE PARKING STALL LINES, 4" BLUE HANDICAP

MARKINGS AND BLUE HANDICAP LEGEND . COORDINATE

LAYOUT WITH COR PRIOR TO PAINTING.

PAINT 4" WHITE PARKING MARKINGS AND WHITE "EMPLOYEE

ONLY" LETTERING. COORDINATE LAYOUT WITH COR PRIOR

TO PAINTING.

PAINT WHITE "NO PARKING" LETTERING WITH 2 INCHES OF

CLEARANCE WITHIN DIAGONAL PAVEMENT MARKING. USE

BACKGROUND FIELD OF BLACK PAINT AS REQUIRED TO

OBTAIN CLEARANCE OVER EXISTING PAVEMENT MARKING.

0 10 20 40 60

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

LEGEND

NOT TO SCALE

KEY

2Z2Y

2W 3D

M L

K A

2P2N

2M2J

2E2G

Y Z

2VW

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

PAVING PLAN AND PROFILE

CORTEGE LANE

CP-201

CP-301

YIELD LINE PAVEMENT MARKING

AutoCAD SHX Text

AutoCAD SHX Text C/O

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

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CONC CURB W/GUTTER

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CONC CURB W/GUTTER

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CONC CURB W/GUTTER

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CONC CURB W/GUTTER

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1 STORY FRAME BUILDING

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BUILDING FOOTPRINT AREA=1,015± S.F.

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1 STORY FRAME BUILDING

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EAVE

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EAVE

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HEDGE ROW

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"ADMINISTRATION BUILDING"

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""DO NOT ENTER" "STOP"

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"STOP"

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"YIELD"

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"RESERVED PARKING"

AutoCAD SHX Text

"YIELD"

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"YIELD"

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MAP

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"COLUMBARIUM PLAZA"

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AutoCAD SHX Text

GRASS

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GRASS

AutoCAD SHX Text

"AUTHORIZED VEHICLES"

AutoCAD SHX Text

"ADMIN OFFICE"

AutoCAD SHX Text D

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"STOP"

AutoCAD SHX Text

"RESERVED PARKING"

AutoCAD SHX Text T10

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PRIME CONSULTANT

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CONSULTANTS

SLOPE

EXISTING GATE

20 LF CONCRETE CURB

TRANSITION (SEE DETAIL)

LITTLE E N

ECK RO

2.5% SLOPE

1.0% SLOPE

90.71 90.71

M.E.

LCJ

15'-0"

(TYP.)

5 LF CONCRETE CURB

TRANSITION TO FLUSH

5 LF CONCRETE CURB

TRANSITION TO FLUSH

CP-301

20 LF CONCRETE CURB

TRANSITION (SEE DETAIL)

CP-301

32'-0" 4'-0" 24'-9" 2'-0"

2.5% SLOPE 1.0% SLOPE

3.0%

SLOPE

EXISTING GATE

CONCRETE CURB TRANSITION

EXISTING GRADE

EXISTING CURB

EXISTING HIGHWAY

(LITTLE E NECK ROAD)

EXISTING GRADE

8" THK. 4000 PSI AIR ENTRAINED

CONCRETE PAVEMENT

12" THK. GRAVEL SUBBASEGEOTEXTILE FABRIC

SLOPE

20'-0"

CONCRETE CURB TRANSITION

EL. 90.71

EXPANSION JOINT IN CURB

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

CP-301

8" THK. 4000 PSI AIR

ENTRAINED CONC. PAVEMENT

CP-301

CONCRETE CURB TRANSITION

CP-301

MOUNTABLE CATCH CURB

AND GUTTER

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

LEGEND

NOTES

NOT TO SCALE

KEY

2Z2Y

2W 3D

M L

K A

2P2N

2M2J

2E2G

Y Z

2VW

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

PAVING PLAN AND SECTION

GATE 5 DRIVE APRON

CP-202

1 GATE 5 ENTRANCE PLAN VIEW

SCALE: 1" = 10'-0"

0 5 10 20 30

A GATE 5 ENTRANCE SECTION

SCALE: 1" = 3'-0"

1. SEE SHT CP-301 FOR CONCRETE JOINT DETAILS.

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

BC 90.25

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BC 89.95

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BC 89.67

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BC 89.63

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BC 89.58

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BC 89.92

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BC 90.21

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BC 90.00

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BC 89.64

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BC 90.27

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BC 89.51

AutoCAD SHX Text 90.41

AutoCAD SHX Text 90.19

AutoCAD SHX Text 89.97

AutoCAD SHX Text 90.20

AutoCAD SHX Text 90.43

AutoCAD SHX Text 91.46

AutoCAD SHX Text 91.05

AutoCAD SHX Text 90.91

AutoCAD SHX Text 90.72

AutoCAD SHX Text 91.05

AutoCAD SHX Text 90.81

AutoCAD SHX Text 91.09

AutoCAD SHX Text 91.14

AutoCAD SHX Text 91.25

AutoCAD SHX Text 90.80

AutoCAD SHX Text 90.94

AutoCAD SHX Text 90.97

AutoCAD SHX Text 91.32

AutoCAD SHX Text 91.23

AutoCAD SHX Text 90.79

AutoCAD SHX Text 90.83

AutoCAD SHX Text 90.87

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AutoCAD SHX Text 90.96

AutoCAD SHX Text 90.91

AutoCAD SHX Text 90.87

AutoCAD SHX Text 90.91

AutoCAD SHX Text 90.70

AutoCAD SHX Text 89.92

AutoCAD SHX Text 89.62

AutoCAD SHX Text 89.54

AutoCAD SHX Text 90.22

AutoCAD SHX Text 90.25

AutoCAD SHX Text 89.52

AutoCAD SHX Text 89.66

AutoCAD SHX Text 90.25

AutoCAD SHX Text 90.68

AutoCAD SHX Text 90.67

AutoCAD SHX Text 90.72

AutoCAD SHX Text 89.95

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TC 90.49

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TC 90.25

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TC 89.96

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TC 89.93

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TC 89.83

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TC 90.21

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TC 90.51

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TC 90.32

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TC 89.94

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TC 90.58

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TC 89.80

AutoCAD SHX Text 90.48

AutoCAD SHX Text 90.72

AutoCAD SHX Text 91.05

AutoCAD SHX Text 90.91

AutoCAD SHX Text 90.73

AutoCAD SHX Text 91.09

AutoCAD SHX Text 90.33

AutoCAD SHX Text 90.53

AutoCAD SHX Text 90.48

AutoCAD SHX Text 90.50

AutoCAD SHX Text 90.51

AutoCAD SHX Text 90.78

AutoCAD SHX Text 90.63

AutoCAD SHX Text 90.45

AutoCAD SHX Text 90.55

AutoCAD SHX Text 90.45

AutoCAD SHX Text 90.40

AutoCAD SHX Text 90.63

AutoCAD SHX Text 90.74

AutoCAD SHX Text 90.72

AutoCAD SHX Text 90.59

AutoCAD SHX Text 90.62

AutoCAD SHX Text 90.77

AutoCAD SHX Text 91.60

AutoCAD SHX Text 91.18

AutoCAD SHX Text 90.64

AutoCAD SHX Text 91.13

AutoCAD SHX Text 90.44

AutoCAD SHX Text 90.50

AutoCAD SHX Text 90.86

AutoCAD SHX Text 90.65

AutoCAD SHX Text 90.49

AutoCAD SHX Text 90.98

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PRIME CONSULTANT

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CONSULTANTS

WIDTH VARIES 2'-0"2'-0" 3'-0"3'-0"

10% MAX

1 TYPICAL PAVEMENT SECTION

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

SEE GRADING PLAN

3.0% MAX

MOUNTABLE CURB & GUTTER

(SEE DETAIL 2)

MOUNTABLE CURB & GUTTER

(SEE DETAIL 2)

ASPHALT PAVEMENT

(SEE DETAIL 4)

GRAVEL SUBBASE

GEOTEXTILE FABRIC

FINISHED GRADE

COMPACTED

SUBGRADE

SEE GRADING PLAN

ASPHALT PAVEMENT SECTION

(FULL DEPTH) W/NEW SUBBASE

AND GEOTEXTILE FABRIC

SCALE: 1" = 1'-0"

GEOTEXTILE FABRIC (SEE SPECS)

COMPACTED SUBGRADE

12" GRAVEL SUBBASE

N.Y.S.D.O.T. #304.12 TYPE 2

2" N.Y.S.D.O.T. 19 F9 BINDER COURSE HMA,

80 SERIES COMPACTION

1.5" N.Y.S.D.O.T. 9.5 F2 TOP COURSE HMA,

80 SERIES COMPACTION

TACK COAT

PRIME COAT

NOTE:

REFER TO PLAN VIEW FOR TRANSITION

LOCATIONS FROM CATCH CURB TO SPILL CURB.

5'-0"

TRANSITION

5'-0"

TRANSITION

CATCH CURB

(DRAINS TOWARD CURB)

SPILL CURB

(DRAINS TOWARD ROADWAY)

3 CURB & GUTTER TRANSITION

SCALE: 1" = 1'-0"

NORMAL CURBNORMAL CURB

CURB NOTES:

1. LOCATION OF CATCH AND SPILL CURB ARE SPECIFIED ON PLAN

DRAWINGS.

2. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A

MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AIR

ENTRAINED.

3. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 10', AND

MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 40'.

CUT EJ MATERIAL TO FIT AROUND DOWELS. DOWELS SHALL

BE CONTINUOUS ACROSS EXPANSION JOINTS.

4. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT

TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A

MAXIMUM OF 40' INTERVALS. EXPANSION MATERIAL SHALL

ALSO BE PLACED BETWEEN CURBS AND ADJACENT

STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB RAMPS. THE

1/2" JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE

CONCRETE.

5. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE

LENGTH OF THE CURB OR CURB AND GUTTER.

6. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS

OR MAY BE SLIP FORMED.

7. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE

FINISHED WITH A TOOL HAVING A 1/4" RADIUS UNLESS A

LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD

DETAIL OR PROJECT PLANS.

8. NEAT VERTICAL SAWCUT IS REQUIRED BETWEEN ALL CURB TO

REMAIN AND CURB TO BE REPLACED

MOUNTABLE CATCH

CURB & GUTTER

SCALE: 1" = 1'-0"

M.E.

(NOMINAL)*

1'-0"

8.0%R1 0"R 1

4 "

1' -2

4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

CATCH CURB

MOUNTABLE SPILL

CURB & GUTTER

SCALE: 1" = 1'-0"

M.E.

(NOMINAL)*

1'-0"

8.0%R1 0"

R 1 4 "

1' -2

4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

SPILL CURB

* MATCH EXISTING

CURB AND GUTTER

2C BARRIER CURB & GUTTER

SCALE: 1" = 1'-0"

M.E.

(NOMINAL)*

1'-0"

8.0%R1 1 2"

R 1 4 "

1' -4

4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

R1 1 2

* MATCH EXISTING

CURB AND GUTTER

* MATCH EXISTING

CURB AND GUTTER

2D FLUSH CURB & GUTTER

SCALE: 1" = 1'-0"

M.E.

(NOMINAL)*

4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

FLUSH CURB

* MATCH EXISTING

CURB AND GUTTER

1'-6" 6-5/8" 1/2" 6-5/8"

4" 3"

SURFACE OF PAVEMENT

EXPANSION TUBE

SPACER BARS

(DIA. 0.306")

PIN BASKET TO

BASE COURSE

2 EA. 3/4" SMOOTH DOWEL

GALV. BARS SPACED @ 18" O.C.

SPOT

WELD

SPACER WIRE

(MAX. DIA. 0.177")

LEG CHAIRS

(DIA. 0.306")

FILTER CLOTH

WHEN DOWEL BASKET IS USED

ON SAND BASE, SUPPORT WITH

9 SQ. IN. (MIN.) SAND PLATE

2" 1/2" BITUMINOUS

JOINT FILLER

8 EXPANSION JOINT DETAIL

NOT TO SCALE

NOTE:

CUT JOINT MATERIAL TO FIT

AROUND DOWELS. DOWELS SHALL

BE CONTINUOUS ACROSS JOINTS.

MATCH EX. GRADE

ASPHALT PAVEMENT SECTION

(MILL AND OVERLAY)

SCALE: 1" = 1'-0"

EXISTING SUBGRADE

EXISTING SUBBASE

EXISTING BINDER COURSE

1.5" N.Y.S.D.O.T. 9.5 F2 TOP COURSE HMA,

80 SERIES COMPACTION

NOTE:

CLEAN SURFACE OF LOOSE MATERIAL &

PREP AFTER MILLING PRIOR TO OVERLAY.

TACK COAT

SEE PAVING PLAN

CONCRETE PAVEMENT SECTION WITH

NEW SUBBASE & GEOTEXTILE FABRIC

SCALE: 1" = 1'-0"

GEOTEXTILE FABRIC (SEE SPECS)

COMPACTED SUBGRADE

12" GRAVEL SUBBASE

N.Y.S.D.O.T. #304.12 TYPE 2

8" THK. 4000 PSI AIR ENTRAINED

CONCRETE PAVEMENT

6"x12" W4.7 x W4.7

WELDED WIRE MESH

(GREEN EPOXY-COATED)

1'-6" 6-5/8" 1/2" 6-5/8"

SURFACE OF PAVEMENT

SPACER BARS

(DIA. 0.306")

PIN BASKET TO

BASE COURSE

2 EA. 3/4" SMOOTH DOWEL

GALV. BARS SPACED @ 18" O.C.

SPOT

WELD

SPACER WIRE

(MAX. DIA. 0.177")

LEG CHAIRS

(DIA. 0.306")

FILTER CLOTH

WHEN DOWEL BASKET IS USED

ON SAND BASE, SUPPORT WITH

9 SQ. IN. (MIN.) SAND PLATE

2" SEE DETAIL 11

9 CONTRACTION JOINT DETAIL

NOT TO SCALE

NOTE:

CUT JOINT MATERIAL TO FIT

AROUND DOWELS. DOWELS SHALL

BE CONTINUOUS ACROSS JOINTS.

2'-0"

SURFACE OF PAVEMENT

#4 DEFORMED BAR

SPACED AT 2'-6" O.C.

(GREEN EPOXY-COATED)

FILTER CLOTH

METAL KEYWAY STRIP

18 GA. MIN. THK

10 LONGITUDAL JOINT DETAIL

NOT TO SCALE

1 2"

CONCRETE CURB TRANSITION SECTION

GATE 5 DRIVE APRON

SCALE: 1" = 1'-0"

TOP OF CURB

1/2" BITUMINOUS

JOINT FILLER

DESIGN END OF CURB

8" M

PAVEMENT

SURFACE

20'-0"

TAPER

PAVEMENT

SURFACE

1/2" BITUMINOUS

JOINT FILLER

REPAIR PAVEMENT KEY (FULL DEPTH)

SCALE: 1" = 1'-0"

NOTES:

1) EDGE OF EXISTING PAVEMENT TO BE SAW CUT TO ALLOW A UNIFORM TIE-IN.

2) PAVEMENT KEY DEPTH TO BE 1 1/2" MINIMUM.

3) KEYED PAVEMENT TIE-IN TO BE FLUSH TO PRECLUDE RIDGES AND/OR FALSE

GUTTERS.

EXISTING

SUBBASE

EXISTING

BINDER COURSE

EXISTING

TOP COURSE

1'-0" MIN.

REQ'D

MILLING

NEW PAVEMENT (REF. DETAIL ''4'',

ASPHALT PAVEMENT SECTION)

EXISTING

PAVEMENT

11 JOINT FILLER DETAIL

NOT TO SCALE

1/2" BITUMINOUS

JOINT FILLER

BACKER MATERIAL

1/8" SAW CUT

1/2"

1 2"

SURFACE OF PAVEMENT

15 TRAFFIC GORE DETAIL

NOT TO SCALE

12" WHITE CHANNELIZING LINE

PARALLEL TO ADJACENT CURB,

ALIGNED TO EDGE OF PAVEMENT

2' WHITE

HATCH LINES

45°

6'-0"

(SPACING)

13 YIELD LINE DETAIL

NOT TO SCALE

3' -0

2'-0" 1'-0"

PAINTED WHITE

GUTTERLINE

BACK OF CURB

EDGE OF CURB

16 INLET CURB REPAIR DETAIL

NOT TO SCALE

#4 DEFORMED REBAR

(GREEN EPOXY COATED)

EXIST. GRATE

2" (C

EXIST. CATCH

BASIN

#4 DEFORMED REBAR @ 6"

O.C. (MAX) (GREEN EPOXY

COATED)

EPOXY

GROUT

REPAIRED INLET CURB

EXIST. GRATE

REPAIRED INLET CURB

NOTE

PIPE MAY BE TRANSITE MATERIAL.

DO NOT DISTURB.

PAVING DETAILS

CP-301

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

ATIONAL

EMETERY

DMINISTRATION

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

AutoCAD SHX Text U

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PRIME CONSULTANT

CONSULTANTS

3'-0"

TAPER

FLUSH CURB MOUNTABLE CATCH

OR SPILL CURB

3'-0"

TAPER

MOUNTABLE CATCH

OR SPILL CURB

(SEE DETAIL 1 ON SHT. LS-403 AND PLAN 1

ON AE-212 FOR DIMENSION)

PLAN VIEW

1 FLUSH CURB AND TAPER

SCALE: 1" = 1'-0"

TOP OF

MOUNTABLE CURB

1/2" BITUMINOUS

JOINT FILLER

8" M

PAVEMENT

SURFACE

6 TO 1 (MAX.)

3'-0"

TAPER

(SEE DETAIL 1 ON SHT. LS-403 AND PLAN 1

ON AE-212 FOR DIMENSION)

6 TO 1 (MAX.)

3'-0"

TAPER

TOP OF

MOUNTABLE CURB

FLUSH CURB

1/2" BITUMINOUS

JOINT FILLER ELEVATION VIEW

FEATHER IN FLUSH

2 RAMP LANDING TRANSITION

SCALE: 1" = 1'-0"

4'-0"8'-0" SIDE WALK LANDINGRAMP

2' -6

LEDGER CONNECTION

(REF. DWG S-203)

(REF. DWG AE-116

& AE-232)

#4 BARS @ 8"O.C.

EACH WAY (TYP.)

EXTEND TO MEET SIDE WALK

LANDING IF REQ'D

EXPANSION JOINT

(REF. DWG LS-402 DETAIL 2)

COMPACED AGGREGATE

NYSDOT TYPE 2

COMPACED

SUBGRADE

GEOTEXTILE FABRIC MIRAFI

140N OR APP'D EQUAL

1' -3

1' -5

C) 6"

CIP CONCRETE, 4000 PSI; MEDIUM

BROOM FINISH; SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

DRAIN SLOT 1" WIDE WITH

2% SLOPE TO OUTSIDE FROM

CENTER

M P

S U

-1

(L O

-2

W O

N D

M P

-1

-2

3" 3"

PLAN VIEW

1' -0

O O

1' -3

O O

1'-0"

(FOOTING)

3" C

REF. DWG CG-102

& CG-104

REF. DWG AE-116 &

AE-232

#3 STIRRUPS @

2'-0" O.C. (TYP.)

(6) #4 BARS

CONTINUOUS (TYP.)

1/ 2"

SEE DWG AE-116 (LODGE)

SEE DWG AE-232 (PIC)

2X NAILING STRIPS

(TYP.)

A SECTION

SCALE: 1" = 1'-0"

DECK (REF. AE-116

& AE-232)

FINISH GRADE

3' -0

#3 STIRRUPS @

2'-0" O.C. (TYP.)

(6) #4 BARS

CONTINUOUS (TYP.)

1'-0"

DECK EDGE (REF.

AE-116 DETAIL 1)

SEE DWG AE-116 (LODGE)

SEE DWG AE-232 (PIC)

B SECTION

SCALE: 1" = 1'-0"

FINISH GRADE

3" C

3' -0

#3 STIRRUPS @

2'-0" O.C. (TYP.)

(6) #4 BARS

CONTINUOUS (TYP.)

1'-3"

3" C

6" 6"

COMPACED AGGREGATE

NYSDOT TYPE 2

COMPACED AGGREGATE

NYSDOT TYPE 2

GEOTEXTILE FABRIC MIRAFI

140N OR APP'D EQUAL

GEOTEXTILE FABRIC MIRAFI

140N OR APP'D EQUAL

COMPACED

SUBGRADE COMPACED

SUBGRADE

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

ATIONAL

EMETERY

DMINISTRATION

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

ACM MPM

May 22, 2023

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

N C A

ATE OF NEW YORK

LIC

SED

PROFESSIONAL ENG

E E

DRE C. MONNOT

104121

5/22/23

PAVING DETAILS

CP-302

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PRIME CONSULTANT

CONSULTANTS

Sheets and Views

CE-101_Erosion Plan

Sheets and Views

CE-201_Erosion Details

Sheets and Views

CD-101_Demolotion Plan

Sheets and Views

CD-102_Demolotion Plan

Sheets and Views

CP-101 Pavement Repair

Sheets and Views

CP-102 Pavement Repair

Sheets and Views

CP-103 Pavement Repair

Sheets and Views

CP-104 Pavement Repair

Sheets and Views

CP-105 Pavement Repair

Sheets and Views

CP-201_Paving Plan

Sheets and Views

CP-202_Paving Plan

Sheets and Views

CP-301_Paving Details

Sheets and Views

CP-302_Paving Details

File details come from the government source that posted it. Updated Jan 3, 2024.