815CM3041 LINC Bid Set Bk-02.pdf

PDF 10 MB Posted Dec 19, 2023

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 · Dec 21, 2023

This document provides details for a federal construction contract opportunity. The solicitation number is 36C78624B0005 for renovations, improvements, and repairs to the Long Island National Cemetery in Project No. 815CM3041. The pre-solicitation opportunity is from the Department of Veterans Affairs National Cemetery Administration and involves a 10MB PDF bid set for the cemetery renovation work. Responses are due based on the solicitation details, with the contract to be awarded by the VA NCA. The opportunity is for general construction services to upgrade facilities and infrastructure at the Long Island National Cemetery.

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Other files

File	Type	Posted
815CM3041 LINC Bid Set Bk-04.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-09.pdf	PDF	Dec 19, 2023
003 GI-103 Gen Notes ASI 02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-10.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-05.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-08.pdf	PDF	Dec 19, 2023
089 I-501 IRRIGATION WATER WELL ASI 02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-14.pdf	PDF	Dec 19, 2023
815CM3041 LINC Project Manual Spec Bk-02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Phasing SK 01-04.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-07.pdf	PDF	Dec 19, 2023
815CM3041 LINC Project Manual Spec Bk-01.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-03.pdf	PDF	Dec 19, 2023
LINC FacRen 815CM3041 ASI 02 Narrative.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-12.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-13.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-15.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-01.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-16.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-11.pdf	PDF	Dec 19, 2023
815CM3041 LINC Spec ASI 01 Narrative.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-06.pdf	PDF	Dec 19, 2023
Appendix IV Well depth Eval ASI 02.pdf	PDF	Dec 19, 2023
36C78624B0005_1.docx	DOCX document	Dec 11, 2023

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EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

IP IP

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN INLET

TO BE REMOVED

OFFICE

BLDG.

NEW CATCH BASIN

NEW CATCH BASINNEW CATCH BASIN

NEW CATCH BASIN

EXISTING DRAIN INLET

TO BE REMOVED

EXISTING DRAIN INLET

TO BE REMOVED

NEW CATCH BASIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

IP IP

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN INLET

TO BE REMOVED

IP IP

NEW CATCH BASIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

IP IP

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR91

SL 1

CE-201

SEDIMENT LOG

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

IP 2,3

CE-201

INLET PROTECTION

PERMISSIBLE

STOCKPILE

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

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

EROSION AND SEDIMENT

CONTROL PLAN

CORTEGE LANE

CE-101

1. SEDIMENT LOG SHALL BE PLACED AROUND THE BASE OF THE

SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN

ESTABLISHED AND APPROVED BY COR.

2. INSTALLATION AND MAINTENANCE OF EROSION CONTROL

MEASURES SHALL CONFORM TO ALL APPLICABLE STANDARDS

AS MANDATED BY THE STATE OF NEW YORK AND THE

SPECIFICATIONS.

3. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL OR

BETTER CONDITION AT SUCH TIME AS THE COUNTY

INSPECTOR DETERMINES THAT THE EROSION AND SILTATION

CONTROLS MAY BE REMOVED.

4. REFER TO 32 93 00 FOR PERMANENT TURF SPECIFICATIONS

AND TOP SOIL PREPARATION REQUIREMENTS.

5. RESTORE SITE TO PRE-CONSTRUCTION CONDITION OR BETTER,

AS FINAL ITEM OF WORK.

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1 STORY FRAME BUILDING

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BUILDING FOOTPRINT AREA=1,015± S.F.

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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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MAP

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RIM=91.53

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RIM=91.97

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RIM=89.92

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RIM=90.11

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INV=88.8±BOS=88.8±

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BOS=77.6±(NVP)

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INV=88.2±BOS=88.2±

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INV=85.7±BOS=83.1±

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INV(A)=85.7±BOS=80.0±(NVP)

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INV=88.6±BOS=88.3±

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INV=87.7±BOS=87.4±

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INV=88.0±BOS=87.7±

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INV=87.2±BOS=87.2±

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INV=86.7±BOS=86.7±

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BOS=82.1±(NVP)

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INV=87.2±BOS=87.2±

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INV=87.5±BOS=87.4±

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INV=86.1±BOS=82.0±

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INV=87.3±BOS=87.2±

AutoCAD SHX Text 12"

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(SEALED)

AutoCAD SHX Text A

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"AUTHORIZED VEHICLES"

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"ADMIN OFFICE"

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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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CONC CURB W/GUTTER

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"STOP"

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"RESERVED PARKING"

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RIM=89.92

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RIM=89.63

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RIM=90.38

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RIM=90.37

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RIM=89.72

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RIM=89.33

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RIM=91.80

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RIM=91.81

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INV=87.4±BOS=87.4±

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INV=88.0±BOS=87.7±

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INV=87.2±BOS=87.2±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=86.7±BOS=86.7±

AutoCAD SHX Text

BOS=82.1±(NVP)

AutoCAD SHX Text

INV=87.2±BOS=87.2±

AutoCAD SHX Text 12"

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(SEALED)

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CONC CURB W/GUTTER

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CONC CURB W/GUTTER

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RIM=89.72

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RIM=89.33

AutoCAD SHX Text 12"

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PRIME CONSULTANT

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CONSULTANTS

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12" MIN.

GRASS

PAVEMENT

SEDIMENT FILTER LOG

BACK OF CURB

GUTTERLINE

PLAN

INLET PROTECTION - IN PAVEMENT

NOT TO SCALE

NOMINAL 2X2 WOOD POST

40 LB SAND BAG (TYP.)

PLAN

SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST

" M

3" T

SEDIMENT LOG

NTS

CROSS SECTION

NOTES:

1. SECURE SEDIMENT FILTER LOGS TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF 2'

APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED WITH PLASTIC TIES AND

SHALL BE SANDBAGGED OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. INSPECT AFTER EVERY RUNOFF EVENT AND REPAIR AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS

UNSUITABLE MATERIALS.

3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.

INLET PROTECTION - AT GRADE

NOT TO SCALE

CROSS SECTION

DRAINAGE STRUCTURE

WALL

PLAN

SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST

" M

12" MIN.

3" T

NOMINAL 2X2 WOOD POST

SEDIMENT FILTER LOG

LOW

EXISTING DRAIN

INLET TO REMAIN

LOW

WLO

LOW

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

EXISTING DRAIN

INLET TO REMAIN

IP EXISTING DRAIN

INLET TO REMAIN

NEW INFILTRATION BASIN

LOW

EXISTING DRAIN

INLET TO REMAIN

NEW INFILTRATION BASIN

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR91

SL 1

CE-201

SEDIMENT LOG

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

IP 2,3

CE-201

INLET PROTECTION

EROSION AND SEDIMENT

CONTROL PLANS AND DETAILS

CE-201

MPM

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

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

5 EROSION AND SEDIMENT CONTROL PLAN - LODGE

SCALE: 1" = 20'-0"

EROSION AND SEDIMENT CONTROL PLAN -

WATER WELL AND RESTROOM BLDG.

SCALE: 1" = 20'-0"

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ICV

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DECK

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DECK

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BC 100.79

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TC 101.30

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CONC CURB

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CONSULTANTS

EXISTING CONC. CURB

W/GUTTER TO BE REMOVED

EXISTING PAVEMENT

TO BE REMOVED

EXISTING CONC. CURB

W/GUTTER TO BE REMOVED

EXISTING PAVEMENT

TO BE REMOVED

EXISTING CONC. CURB

W/GUTTER TO BE REMOVED

EXISTING PAVEMENT

TO BE REMOVED

EXISTING CONC. CURB

W/GUTTER TO BE REMOVED

EXISTING PAVEMENT

TO BE REMOVED

LOW

LOW LOW LOW LOW LOW

LOW

LOW LOW LOW LOW

LOW

EXISTING DRAIN

INLET TO REMAINEXISTING DRAIN

INLET TO REMAIN

PUBLIC

INFO

CENTER

SEE SHT AD-112 FORSTAIR DEMOLITION

12 13

22 21

EXISTING CONC.

CURB W/GUTTER

TO BE REMOVED

EXISTING CONC. CURB

W/GUTTER TO BE

REMOVED (ASPHALT

PAVEMENT TO REMAIN)

SURFACE GRIND EXISTING

ADA MARKINGS TO REMOVE

SEE SHT AD-211 FOR

RAMP/STAIR

DEMOLITION

EXISTING CONC. APRON

TO BE REMOVED

REMOVE

EXISTING SIGN

EXISTING DRAIN INLET

TO BE REMOVED

EXISTING DRAIN INLETS

TO BE REMOVED

EXISTING 12" ASBESTOS

CEMENT DRAIN PIPES

TO BE REMOVED

(SEE NOTE 3)

4' -0

-0

SEE NOTE 2

EXISTING 12" ASBESTOS

CEMENT DRAIN PIPE

TO BE REMOVED (SEE NOTE 3)

EXISTING 12" ASBESTOS CEMENT

DRAIN PIPES TO BE REMOVED

(SEE NOTE 3)

EXISTING DRAINAGE STRUCTURE

TO BE REMOVED

01 01

0101 01

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING PAVEMENT & SUBBASE

TO BE REMOVED (FULL DEPTH)

EXISTING GRADE CONTOUR

CP-301

COLD PLANE EXISTING ASPHALT

PAVEMENT TO REQUIRED DEPTH

AS PER PAVING PLANS

EXISTING PAVEMENT MARKING

TO BE REMOVED

EXISTING CURB AND GUTTER

TO BE REMOVED

01 SAWCUT EXISTING PAVEMENT AND CURB & GUTTER TO

MAKE NEAT VERTICAL JOINT. FULL DEPTH SAWCUT IS

REQUIRED FOR PAVEMENT REMOVAL AS SHOWN ON PAVING

PLANS. SAWCUT SURFACE COURSE FOR ASPHALT MILLING.

APPLY LIQUID ASPHALT TO VERTICAL SURFACES AFTER

CONSTRUCTION OF NEW CURB.

PAVEMENT SAWCUT POINTS

POINT NO.

NORTHING

213342.29

213335.49

213280.93

213255.86

213252.05

213242.82

213137.92

213122.51

213346.23

213348.21

213338.99

EASTING

1150528.51

1150508.19

1150515.32

1150518.60

1150492.47

1150493.50

1150487.85

1150495.05

1150608.50

1150611.98

1150621.12

POINT NO.

NORTHING

213335.61

213339.28

213342.56

213339.12

213429.72

213434.18

213445.80

213443.68

213409.28

213391.68

213381.73

EASTING

1150633.69

1150646.70

1150652.52

1150654.53

1150813.82

1150811.29

1150824.96

1150832.21

1150852.31

1150849.15

1150831.80

POINT NO.

NORTHING

213394.91

213310.80

213268.67

213352.49

213361.65

213369.11

213383.06

213395.10

213394.43

EASTING

1150824.19

1150678.91

1150703.38

1150847.02

1150841.72

1150843.72

1150859.18

1150863.86

1150867.80

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

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

DEMOLITION PLAN

CORTEGE LANE

CD-101

1 DEMOLITION PLAN - CORTEGE LANE

SCALE: 1" = 20'-0"

1. REMOVE PAVEMENT, SUBBASE, AND UNDERLYING SOIL TO

DEPTH REQUIRED FOR NEW PAVING SECTIONS.

2. 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.

3. REFER TO SPECIFICATION SECTION 02 82 13.31, ASBESTOS

TRANSITE-TYPE ABATEMENT.

4. PAVING DRAWING SHEETS REQUIRE FULL DEPTH PAVEMENT

DEMOLITION AND ASPHALT COLD PLANE IN ADDITION TO THE

WORK SHOWN ON THE DEMOLITION SHEETS.

AutoCAD SHX Text

AutoCAD SHX Text C/O

AutoCAD SHX Text

AutoCAD SHX Text V

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

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

AutoCAD SHX Text

1 STORY FRAME BUILDING

AutoCAD SHX Text

BUILDING FOOTPRINT AREA=1,015± S.F.

AutoCAD SHX Text

1 STORY FRAME BUILDING

AutoCAD SHX Text

EAVE

AutoCAD SHX Text

EAVE

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

"ADMINISTRATION BUILDING"

AutoCAD SHX Text

""DO NOT ENTER" "STOP"

AutoCAD SHX Text

"STOP"

AutoCAD SHX Text

"YIELD"

AutoCAD SHX Text

"RESERVED PARKING"

AutoCAD SHX Text

"YIELD"

AutoCAD SHX Text

"YIELD"

AutoCAD SHX Text

MAP

AutoCAD SHX Text

"COLUMBARIUM PLAZA"

AutoCAD SHX Text T10

AutoCAD SHX Text T2

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AutoCAD SHX Text T26

AutoCAD SHX Text T32

AutoCAD SHX Text T22

AutoCAD SHX Text T36

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

RIM=91.53

AutoCAD SHX Text

RIM=91.52

AutoCAD SHX Text

RIM=91.97

AutoCAD SHX Text

RIM=91.49

AutoCAD SHX Text

RIM=89.92

AutoCAD SHX Text

RIM=90.11

AutoCAD SHX Text

RIM=90.35

AutoCAD SHX Text

RIM=90.33

AutoCAD SHX Text

RIM=90.52

AutoCAD SHX Text

RIM=89.57

AutoCAD SHX Text

RIM=90.77

AutoCAD SHX Text

RIM=90.97

AutoCAD SHX Text

RIM=90.73

AutoCAD SHX Text

RIM=90.79

AutoCAD SHX Text

RIM=89.49

AutoCAD SHX Text

RIM=89.63

AutoCAD SHX Text

RIM=90.38

AutoCAD SHX Text

RIM=91.28

AutoCAD SHX Text

RIM=90.23

AutoCAD SHX Text

RIM=90.48

AutoCAD SHX Text

RIM=90.37

AutoCAD SHX Text

RIM=89.72

AutoCAD SHX Text

RIM=89.33

AutoCAD SHX Text

RIM=90.04

AutoCAD SHX Text

RIM=90.33

AutoCAD SHX Text

RIM=91.80

AutoCAD SHX Text

RIM=91.81

AutoCAD SHX Text

RIM=90.73

AutoCAD SHX Text

INV=88.8±BOS=88.8±

AutoCAD SHX Text

BOS=77.6±(NVP)

AutoCAD SHX Text

INV=88.2±BOS=88.2±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=85.7±BOS=83.1±

AutoCAD SHX Text

INV(A)=85.7±BOS=80.0±(NVP)

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=87.4±BOS=87.4±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=88.2±BOS=87.6±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=88.6±BOS=88.3±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=87.7±BOS=87.4±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=88.0±BOS=87.7±

AutoCAD SHX Text

INV=87.2±BOS=87.2±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=86.7±BOS=86.7±

AutoCAD SHX Text

BOS=82.1±(NVP)

AutoCAD SHX Text

INV=87.2±BOS=87.2±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=87.5±BOS=87.4±

AutoCAD SHX Text

INV=86.1±BOS=82.0±

AutoCAD SHX Text

INV=87.3±BOS=87.2±

AutoCAD SHX Text 12"

AutoCAD SHX Text

(SEALED)

AutoCAD SHX Text A

AutoCAD SHX Text

"AUTHORIZED VEHICLES"

AutoCAD SHX Text

"ADMIN OFFICE"

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

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AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

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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

LOW

REQ'D FULL

DEPTH SAWCUT

SEE SHT AD-112 FOR

STAIR DEMOLITION

SEE SHT AD-112 FOR

STAIR DEMOLITIONSEE SHT AD-112 FOR DECK

& PLANTER DEMOLITION

EXISTING CONC.

CURB W/GUTTER

TO BE REMOVED

SURFACE GRIND EXISTING

LIMITS OF WORKLOW

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

EXISTING PAVEMENT & SUBBASE

TO BE REMOVED (FULL DEPTH)

EXISTING GRADE CONTOUR

S S

LOW

WLO

LOW

EXISTING BRICK & CONCRETE

SIDEWALK TO BE REMOVED

EXISTING CONCRETE

SIDEWALK TO BE REMOVED

EXISTING CONCRETE

GUTTER TO BE PROTECTED

EXISTING

CONCRETE GUTTER

TO BE PROTECTED

EXISTING CURB &

GUTTER TO BE REMOVED

AT RAMP

EXISTING CURB & GUTTER

TO BE REMOVED

EXISTING CURB & GUTTER

TO BE REMOVED

LOW LOW

LOW

LITTLE E N

ECK RO

AD01

PROTECT EXISTING FENCE

AND GATE TO REMAIN

LOW

REF. TO DWG

I-101 FOR DEMO

OF EXIST. PUMP

HOUSE

EQUIPMENT

SAWCUT EXISTING

ASPHALT

EXISTING CURB AND GUTTER

TO BE REMOVED

01 SAWCUT EXISTING PAVEMENT AND CURB & GUTTER TO

MAKE NEAT VERTICAL JOINT. FULL DEPTH SAWCUT IS

REQUIRED FOR PAVEMENT REMOVAL AS SHOWN ON PAVING

PLANS. SAWCUT SURFACE COURSE FOR ASPHALT MILLING.

APPLY LIQUID ASPHALT TO VERTICAL SURFACES AFTER

CONSTRUCTION OF NEW CURB.

LOW

EXISTING CONCRETE

GUTTER TO BE PROTECTED

REQ'D FULL DEPTH

SAWCUT

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

PROTECT EXISTING PIER

TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING PIER

TO REMAIN

REQ'D FULL DEPTH

SAWCUT

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

'-9

'-1

'-5

S S

SEE SHT AD-112 FORSTAIR DEMOLITION

REQ'D FULL DEPTH

SAWCUT

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

PROTECT EXISTING

PIER TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING

FENCE TO REMAIN

PROTECT EXISTING PIER

TO REMAIN

REQ'D FULL DEPTH

SAWCUT

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

TO REMAIN

'-5

E &

'-8

PROTECT EXISTING

PIER TO REMAIN

COLD PLANE EXISTING ASPHALT

PAVEMENT TO REQUIRED DEPTH

AS PER PAVING PLANS

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

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

DEMOLITION PLAN

CD-102

1 DEMOLITION PLAN - RESTROOM BLDG.

SCALE: 1" = 20'-0" 2 DEMOLITION PLAN - LODGE

SCALE: 1" = 20'-0"

3 DEMOLITION PLAN - GATE 5

SCALE: 1" = 20'-0"

4 DEMOLITION PLAN - WATER WELL

SCALE: 1" = 20'-0"

5 DEMOLITION PLAN - GATE 3

SCALE: 1" = 20'-0"

6 DEMOLITION PLAN - GATE 1

SCALE: 1" = 20'-0"

1. ASPHALT PAVEMENT WORK AT RESTROOM BUILDING SHALL

NOT PROCEED UNTIL THE CONSTRUCTION OF THE RESTROOM

BUILDING IS COMPLETED, AND THE TEMPORARY RESTROOM

TRAILERS HAVE BEEN REMOVED.

2. PAVING DRAWING SHEETS REQUIRE FULL DEPTH PAVEMENT

DEMOLITION AND ASPHALT COLD PLANE IN ADDITION TO THE

WORK SHOWN ON THE DEMOLITION SHEETS.

(SEE NOTE 1)

AutoCAD SHX Text

AutoCAD SHX Text C/O

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=91.49

AutoCAD SHX Text

RIM=91.08

AutoCAD SHX Text

RIM=90.76

AutoCAD SHX Text

RIM=90.99

AutoCAD SHX Text

RIM=90.57

AutoCAD SHX Text

RIM=90.18

AutoCAD SHX Text

RIM=90.28

AutoCAD SHX Text

RIM=90.23

AutoCAD SHX Text

RIM=90.30

AutoCAD SHX Text

RIM=90.12

AutoCAD SHX Text

INV=88.4±BOS=87.9±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV(A)=85.6±INV(B)=85.5±INV(C)=85.4±INV(D)=85.3±BOS=84.8±

AutoCAD SHX Text

INV(A)=84.2±INV(B)=81.3±BOS=79.6±

AutoCAD SHX Text

INV(A)=84.4±INV(B)=84.3±BOS=79.6±

AutoCAD SHX Text

INV=85.9±

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

INV=85.4±BOS=80.3±

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text V

AutoCAD SHX Text

1 STORY FRAME BUILDING

AutoCAD SHX Text

BUILDING FOOTPRINT AREA=1,257± S.F.

AutoCAD SHX Text

EAVE

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

HEDGE ROW

AutoCAD SHX Text

"MAP"

AutoCAD SHX Text T10

AutoCAD SHX Text T28

AutoCAD SHX Text T10

AutoCAD SHX Text

RIM=100.55

AutoCAD SHX Text

RIM=100.60

AutoCAD SHX Text

RIM=100.67

AutoCAD SHX Text

RIM=100.62

AutoCAD SHX Text

RIM=100.73

AutoCAD SHX Text

GRT=97.07

AutoCAD SHX Text

GRT=102.92

AutoCAD SHX Text

GRT=99.25

AutoCAD SHX Text

GRT=99.58

AutoCAD SHX Text

INV=97.2±BOS=97.1±

AutoCAD SHX Text

INV=97.0±BOS=96.9±

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text

BOS=95.1±

AutoCAD SHX Text

INV=97.1±BOS=96.5±

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

INV=97.3±BOS=91.0±

AutoCAD SHX Text

INV(A)=96.6±INV(B)=96.2±INV(C)=96.0±BOS=91.8±

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text

RIM=100.51

AutoCAD SHX Text

RIM=100.57

AutoCAD SHX Text

RIM=100.77

AutoCAD SHX Text

RIM=100.82

AutoCAD SHX Text

RIM=100.62

AutoCAD SHX Text

RIM=99.72

AutoCAD SHX Text

RIM=100.27

AutoCAD SHX Text

RIM=100.20

AutoCAD SHX Text

RIM=100.56

AutoCAD SHX Text

RIM=100.44

AutoCAD SHX Text

GRT=100.17

AutoCAD SHX Text

GRT=99.30

AutoCAD SHX Text

GRT=99.94

AutoCAD SHX Text

GRT=100.07

AutoCAD SHX Text

GRT=100.34

AutoCAD SHX Text

GRT=99.92

AutoCAD SHX Text

GRT=99.31

AutoCAD SHX Text 15"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text

BOS=91.4±(NVP)

AutoCAD SHX Text

INV=97.8±BOS=97.8±

AutoCAD SHX Text

BOS=83.0±(NVP)

AutoCAD SHX Text

INV=96.9±BOS=96.5±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=??? BOS=87.9±

AutoCAD SHX Text

INV=97.2±BOS=97.2±

AutoCAD SHX Text

BOS=78.5±(NVP)

AutoCAD SHX Text

INV=96.9±BOS=96.6±

AutoCAD SHX Text

INV=92.6±BOS=78.5±

AutoCAD SHX Text 12"

AutoCAD SHX Text

RIM=100.27

AutoCAD SHX Text

INV(A)=96.6±INV(B)=95.4±BOS=85.5±

AutoCAD SHX Text

GRT=100.17

AutoCAD SHX Text

INV(A)=96.8±INV(B)=94.9±BOS=85.2±

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

BOS=96.8±

AutoCAD SHX Text

GRT=99.63

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=97.1±BOS=97.1±

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

"ADMINISTRATION BUILDING" "COLUMBARIUM B"

AutoCAD SHX Text

"TRAFFIC"

AutoCAD SHX Text T24"

AutoCAD SHX Text T20"

AutoCAD SHX Text T8"

AutoCAD SHX Text T18"

AutoCAD SHX Text T28"

AutoCAD SHX Text T16"

AutoCAD SHX Text

RIM=90.39

AutoCAD SHX Text

RIM=90.39

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=86.6±BOS=78.8±

AutoCAD SHX Text

RIM=90.46

AutoCAD SHX Text

INV(A)=87.8±INV(B)=86.8±BOS=81.0±

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

INV=87.6±BOS=87.6±

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=87.2±BOS=87.2±

AutoCAD SHX Text

INV=87.4±BOS=79.6±

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

INV=87.2±BOS=87.2±

AutoCAD SHX Text

RIM=89.43

AutoCAD SHX Text

RIM=90.40

AutoCAD SHX Text

RIM=89.45

AutoCAD SHX Text

RIM=89.46

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

FRAME SHED

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text T30

AutoCAD SHX Text

GRT=102.92

AutoCAD SHX Text

RIM=101.88

AutoCAD SHX Text

BOS=91.4±(NVP)

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

FRAME SHED

AutoCAD SHX Text T10

AutoCAD SHX Text

RIM=100.73

AutoCAD SHX Text

GRT=100.26

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=98.1±BOS=98.1±

AutoCAD SHX Text

RIM=100.56

AutoCAD SHX Text

RIM=100.44

AutoCAD SHX Text

GRT=99.94

AutoCAD SHX Text 12"

AutoCAD SHX Text

INV=??? BOS=87.9±

AutoCAD SHX Text

(INACCESSIBLE)

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

CONC CURB W/GUTTER

AutoCAD SHX Text

"STOP"

AutoCAD SHX Text

AutoCAD SHX Text T34

AutoCAD SHX Text

"SLOW"

AutoCAD SHX Text

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

MATCHLINE

2W 3D

3C3A

Mall Dr.

West Sixth Dr. East Sixth Dr.

W es te rn

D r.

Northern Dr.

Colonial Springs Road

Pi ne la w n R oa d

Rostrum Dr. W

. Ro st ru m

D r.

Outer Mall Dr.

2P2N

ISO

8 L.F.

659.4 L.F.

30 L.F.

8 L.F.

672.2 L.F.

8 L.F.

55.3 SQ. YD.

54.2 SQ. YD.

306 SQ. YD.

55.3 SQ. YD.

691.2 SQ. YD.

210.4 SQ. YD.

36.7 SQ. YD.

175.5 SQ. YD.

138.5 SQ. YD.

54.9 SQ. YD.

56.4 SQ. YD.

586.2 SQ. YD.

161 SQ. YD.

65 SQ. YD.

54.7 SQ. YD.

330 L.F.

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

CP-301

ASPHALT PAVEMENT

(MILL AND OVERLAY)

CP-301

ASPHALT PAVEMENT

(FULL DEPTH) (PATCHING)

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

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 DEMO'D PAINTED STOP BAR03

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

0 40 80 160 240

PAVEMENT REPAIRS PLAN

NORTH

CP-101

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.

MATERIAL QUANTITY FOR PAVEMENT REPAIRS

ASPHALT PAVEMENT (MILL & OVERLAY) 5976 SQUARE YARDS +15%

ASPHALT PAVEMENT (FULL DEPTH) 812 SQUARE YARDS +15%

NEW CURB 2483 LINEAR FEET +15%

REMOVE & REPLACE EXIST. CONCRETE SIDEWALK 294.3 SQUARE YARDS +15%

NOTES:

1. CORTEGE LANE, P.I.C. AND ADMIN BUILDING QUANTITIES ARE NOT

INCLUDED IN THESE PAVEMENT REPAIR TOTALS

2. CONTRACT REPAIR QUANTITIES SHALL BE 15% GREATER THAN PRINTED

PLAN QUANTITY.

3. CURB REPLACEMENT BEHIND EXISTING GRATE INLETS SHALL BE

MEASURED BY THE LINEAR FOOT AS NEW CURB. (SEE DWG CP-301,

DETAIL 16)

INFILTRATION BASIN MEDIA REPLACEMENT NOTES AT SELECT LOCATIONS:

(REFER TO LEGEND ENTRY ON THE FOLLOWING CP-XX PAGES)

1. GENERAL NOTE: RESTORE INFILTRATION CAPACITY OF EXISTING INFILTRATION

BASINS BY REMOVING ACCUMULATED DEBRIS, LEAVES, AND SEDIMENT, AS

WELL AS REMOVING AND REPLACING EXISTING, CLOGGED FILTRATION MEDIA.

METHODS OF REMOVAL MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO,

VACUUM EXTRACTION, LOW-PRESSURE WATER JETTING, MANUAL REMOVAL

(EXCAVATION) OR COMBINATION OF THESE METHODS. FULLY DOCUMENT

REMEDIATION ACTIVITIES AND PROVIDE TO THE COR.

2. DOCUMENT CONDITION OF EXISTING STORM STRUCTURES AND STORM PIPES

PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR

SUBSEQUENT DAMAGE TO STORM WATER INFRASTRUCTURE CAUSED DURING

CONSTRUCTION AT NO ADDITIONAL COST TO THE GOVERNMENT.

3. ALL STORM WATER SYSTEM CLEANING AND REPAIR WORK SHALL COMPLY WITH

APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. EXISTING STORM

WATER SYSTEM IS OLD, USE OF HEAVY EQUIPMENT FOR THIS WORK IS NOT

RECOMMENDED.

4. SUBMIT PROPOSED FILTER MEDIA MATERIAL TO REPLACE EXISTING FILTER

MEDIA FOR REVIEW AND ACCEPTANCE BY VA NCA. COMPLY WITH

REQUIREMENTS OF THE NEW YORK STATE STORMWATER MANAGEMENT

DESIGN MANUAL.

5. REMOVE ALL EXISTING DEBRIS, ORGANIC MATTER, AND SEDIMENT, TO THE

DEPTH NECESSARY TO REACH UNDERLYING FILTER MEDIA.

6. REMOVE AT A MINIMUM 24” DEPTH OF EXISTING FILTER MEDIA FROM ENTIRE

INTERIOR OF INFILTRATION BASINS.

7. PRESSURE WASH ALL NEWLY EXPOSED STRUCTURE SURFACES AND REMOVE

WASTES, AS ABOVE. LEGALLY DISPOSE OF GENERATED WASTES OFFSITE.

8. PLACE NEW FILTER MEDIA IN EACH INFILTRATION BASIN UP TO ORIGINAL

HEIGHT.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILITY OF EXISTING STRUCTURES.

STAGE MEDIA REMOVAL AND REPLACEMENT AS NECESSARY TO PROTECT

FOUNDATION STABILITY.

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PRIME CONSULTANT

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CONSULTANTS

N E

ISO

M al l Dr

. W

West Second Dr.

West Third Dr.

West Fourth Dr.

West Fifth Dr.

W es te rn

D r.

U M

ISO

3 1

8 L.F.

30 L.F.

54.5 SQ. YD.23.8 SQ. YD.

1063 SQ. YD. (SEE NOTE 4)

36.3 SQ. YD.

92.2 SQ. YD.

125.3 SQ. YD.

173 SQ. YD.

3 30 L.F.

55.2 SQ. YD.

330 L.F.

4 89.7 SQ. YD.

4 11.4 SQ. YD.

3 10 L.F.

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.

04 (SEE NOTE 4) REPLACE DEMO'D PAINTED STOP BAR

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

MARKINGS AND BLUE HANDICAP LEGEND . COORDINATE

LAYOUT WITH COR PRIOR TO PAINTING.

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.

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

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

0 40 80 160 240

PAVEMENT REPAIRS PLAN

WEST

CP-102

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.

1 PAVEMENT MARKING PLAN - RESTROOM BLDG.

SCALE: 1" = 20'-0"

4. ASPHALT PAVEMENT WORK AT RESTROOM BUILDING SHALL

NOT PROCEED UNTIL THE CONSTRUCTION OF THE RESTROOM

BUILDING IS COMPLETED, AND THE TEMPORARY RESTROOM

TRAILERS HAVE BEEN REMOVED.

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PRIME CONSULTANT

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CONSULTANTS

N E

Cross Dr.

Ce nt ra l D r.

East Second Dr.

East Third Dr.

East Fourth Dr.

East Fifth Dr.

Eastern Dr.

M al l Dr

. E

U M

ISO

11 1

38 L.F.

8 L.F.

8 L.F. 147.3 SQ. YD.

35.9 SQ. YD.

36.8 SQ. YD.36.4 SQ. YD.36.2 SQ. YD.

160.4 SQ. YD.

3 8 L.F.

NEW CURB AND EDGE OF

ASPHALT PAVEMENT

CP-301

ASPHALT PAVEMENT

(MILL AND OVERLAY)

CP-301

ASPHALT PAVEMENT

(FULL DEPTH) (PATCHING)

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

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

0 40 80 160 240

PAVEMENT REPAIRS PLAN

EAST

CP-103

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.

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PRIME CONSULTANT

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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 Dec 19, 2023.