S02 - 815IC3040 Bid Set Dwgs LINC Bk01.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

COVER SHEET

GI001

FACILITY RENOVATION, IMPROVEMENTS, AND REPAIRS

PROJECT NUMBER: 815IC3040

FINAL CONSTRUCTION DOCUMENTS

DEPARTMENT OF

VETERANS AFFAIRS

FARMINGDALE, NEW YORK

LONG ISLAND NATIONAL CEMETERY

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

1200 NINETEENTH STREET

SUITE 220

PH. 202-861-4600

WASHINGTON, DC 20036

LEO A DALY.

WWW.LEOADALY.COM

DRAWING INDEX

NO. DRAWING DRAWING TITLE

1. GI-001 COVER SHEET

CIVIL

2. GI-002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. VL101 EXISTING CONDITIONS PLAN

5. VL102 EXISTING CONDITIONS PLAN

6. GI100 OVERALL SITE DEVELOPMENT PLAN

7. GI200 CONSTRUCTION SEQUENCING PLAN

8. GC101 EROSION AND SEDIMENT CONTROL PLAN

9. GC102 EROSION AND SEDIMENT CONTROL PLAN

10. GC501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

11. CD101 SITE DEMOLITION PLAN

12. CD102 SITE DEMOLITION PLAN

13. CS101 SITE LAYOUT, UTILITY, AND GRADING PLAN

14. CS102 SITE LAYOUT, UTILITY, AND GRADING PLAN

15. DT500 SITE DETAILS

ARCHITECTURE

16. AD101 DEMOLITION PLAN - ADMINISTRATION BUILDING

17. AD102 MAINTENANCE BUILDING - DEMOLITION PLAN

18. AE001 ADMINISTRATION BUILDING - LIFE SAFETY PLAN

19. AE002 MAINTENANCE BUILDING - LIFE SAFETY PLAN

20. AE003 TOOL STORAGE BUILDINGS - LIFE SAFETY PLAN

21. AE100 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

22. AE101 FLOOR PLANS - ADMINISTRATION BUILDING

23. AE102 MAINTENANCE BUILDING - FLOOR PLAN

24. AE103 MATERIAL STORAGE BUILDING - PLAN, SECTION, ELEVATION

25. AE104 MATERIAL STORAGE - SECTION, ELEVATION, AND DETAIL

26. AE105 TOOL STORAGE BUILDING - PLAN, SECTION, AND ELEVATION

27. AE201 ELEVATIONS - ADMINISTRATION BUILDING

28. AE202 MAINTENANCE BUILDING - EXTERIOR ELEVATION

29. AE301 REFLECTED CEILING PLAN - ADMINISTRATION BUILDING

30. AE302 MAINTENANCE BUILDING - REFLECTED CEILING PLAN

31. AE303 MATERIAL AND TOOL STORAGE BUILDINGS - REFLECTED CEILING PLANS

32. AE310 MAINTENANCE BUILDING - WALL SECTIONS AND DETAILS

33. AE311 MATERIAL STORAGE BUILDING - WALL SECTION DETAILS

34. AE401 INTERIOR ELEVATIONS AND DETAILS

35. AE410 MAINTENANCE BUILDING - INTERIOR ELEVATIONS AND DETAILS

36. AE600 PARTITION TYPES

37. AE610 DOOR AND WINDOW SCHEDULE

INTERIOR DESIGN

38. IN101 FINISH PLAN - ADMINISTRATION PLAN

39. IN102 MAINTENANCE BUILDING - FINISH PLAN AND SCHEDULE

40. IF101 FURNITURE PLAN - ADMINISTRATION BUILDING

41. IF102 MAINTENANCE BUILDING - FURNITURE PLAN

42. IX102 MAINTENANCE BUILDING - SIGNAGE PLAN

ELECTRICAL

43. E-001 ELECTRICAL SYMBOL LEGEND

44. E-101 ELECTRICAL FLOOR PLANS LEVEL 1 ADMIN

45. E-102 ELECTRICAL FLOOR PLANS - MAINTENANCE BUILDING

46. E-103 ELECTRICAL FLOOR PLANS - MATERIALS AND TOOL STORAGE

47. E-601 ELECTRICAL SCHEDULES, DETAILS, AND ONE-LINE DIAGRAMS

48. E-602 ELECTRICAL PANEL SCHEDULES AND ONE-LINE DIAGRAMS - ADMIN BUILDING

49. E-603 ELECTRICAL PANEL SCHEDULES

MECHANICAL

50. M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

51. M-101 HVAC FLOOR PLANS - ADMINISTRATION BUILDING

52. M-102 HVAC FLOOR PLANS - MAINTENANCE BUILDING

53. M-103 HVAC FLOOR PLANS - MATERIAL STORAGE BUILDING

54. M-302 HVAC SECTIONS AND LARGE SCALE PLANS - MAINTENANCE BUILDING

55. M-501 HVAC DETAILS

56. M-601 MECHANICAL CONTROLS - ADMINISTRATION BUILDING

57. M-602 MECHANICAL CONTROLS - MAINTENANCE BUILDING

58. M-603 MECHANICAL CONTROLS - MAINTENANCE AND MATERIAL STORAGE BUILDING

59. M-701 MECHANICAL SCHEDULES

PLUMBING

60. P-001 PLUMBING SYMBOLS AND ABBREVIATIONS

61. P-101 PLUMBING FLOOR PLANS - ADMINISTRATION BUILDING

62. P-102 PLUMBING FLOOR PLANS - MAINTENANCE BUILDING

63. P-103 PLUMBING FLOOR PLAN - MATERIAL STORAGE BUILDING

64. P-501 PLUMBING LARGE SCALE PLAN, RISER DIAGRAMS AND SCHEDULES AND DETAILS

STRUCTURAL

65. S-001 STRUCTURAL GENERAL NOTES

66. SB101 TOOL STORAGE FOUNDATION AND FRAMING PLAN

67. SB102 MATERIAL STORAGE FOUNDATION AND FRAMING PLAN

68. SB103 EXISTING MAINTENANCE BUILDING FLOOR AND CEILING LEVEL RENOVATIONS

69. SB501 FOUNDATION DETAILS

70. SF501 FRAMING DETAILS

145 LAKE DRIVE

SUITE 102

PH. 412-206-1470

WEXFORD, PENNSYLVANIA 15090

ECS MID-ATLANTIC, LLC

FAX: 412-927-1273

WWW.ECSLIMITED.COM

6110 EXECUTIVE BOULEVARD

SUITE 440

PH. 202-299-0530

ROCKVILLE, MD 20852

OCMI, INC.

WWW.OCMI.COM

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

GI002

REVERSE CURBTRANSCURB

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CREMAINS

IN INCH

INV INVERT

IP IRON PIPE

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NFV NOT FIELD VERIFIED

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OS OVER-SIZED

OZ OUNCE

P PERIMETER

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OR CUT OFF VALVE

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DEP DEPRESSED

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

E&S EROSION AND SEDIMENT CONTROL

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PROPOSED

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

RE/COR RESIDENT ENGINEER / CONTRACTING OFFICER REPRESENTATIVE

REP REPAIR

REQ REQUIRED

REV REVISION

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

SJ SCORED JOINT

SLV SLEEVE

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TBRL TO BE REPLACED

TC TOP OF CURB

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

CIVIL LEGEND ABBREVIATIONS

EXISTING

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

ORNAMENTAL FENCE

SOIL PROFILE BOUNDARY

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

FLAG POLE

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX/PULL BOX

BOLLARD

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

DETAIL LABEL

SOIL PROFILE SYMBOL

PARKING COUNT

TEST-PIT

JERSEY BARRIER

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'LONG ISLAND NATIONAL CEMETERY, FACILITY RENOVATION, IMPROVEMENTS, AND REPAIRS' INCLUDES, BUT

IS NOT LIMITED TO, GRADING OF THE EXISTING SOILS SPOILS AREA, CONSTRUCTION OF A PAVED DRIVE WITH WASH AREAS, CONSTRUCTION OF VALLEY GUTTER TO PROVIDE POSITIVE DRAINAGE, REMOVAL OF EXISTING STORAGE CONTAINERS, VARIOUS BUILDING RENOVATIONS, NEW STORAGE BUILDINGS, AND FENCING/SCREENING UPGRADES AND REPAIRS. THE PROJECT IS LOCATED IN FARMINGDALE, NEW YORK.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON FIELD RUN TOPOGRAPHY BY RLT ENGINEERING, GEOLOGY, AND LAND SURVEYING, P.C. DATED SEPTEMBER 17, 2019. THE HORIZONTAL DATUM IS REFERENCED TO ARBITRARY PLANE COORDINATE SYSTEM WITH A MERIDIAN CONSISTENT WITH THE PROPERTY AS DEPICTED ON "EQUIPMENT BUILDING EXISTING CONDITION PLAN" DWG #B1.1, NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION DATED AUGUST 4, 2014. THE VERTICAL DATUM IS REFERENCED TO ARBITRARY VERTICAL DATUM AS DEPICTED ON "EQUIPMENT BUILDING EXISTING CONDITION PLAN" DWG #B1.1, NATIONAL CEMETERY ADMINISTRATION

OFFICE OF DESIGN AND CONSTRUCTION DATED AUGUST 4, 2014.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 36103C0620H DATED SEPTEMBER 25, 2009. NO PORTIONS OF THE PROJECT AREA ARE LOCATED

WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE X).

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN.

5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED

REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE.

TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED

AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMIZED AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE

ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND

NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT

APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND LOCAL/STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN

FOR PHASING AND DETAILS.

4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED

TO CONTROL EROSION AND SEDIMENTATION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS

ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING

THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT.

9. CONTRACTOR SHALL CONTACT NEW YORK 811 AT 1-800-272-4480 OR BY DIALING 811 ON A NEW YORK PHONE LINE OR NEWYORK-811.COM A MINIMUM OF TWO (2) FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

10. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED

GEOTECHNICAL ENGINEERING FIRM.

12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE

CONTRACTOR.

13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.

15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 00.

16. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS ATTENTION FOR

VERIFICATION PRIOR TO STAKEOUT.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND

PROGRAMS IN CONNECTION WITH THE WORK.

NORTH ARROW

DEMOLISHED

EXISTING

PROPOSEDEXISTING

TO REMAIN

B-1

B-2

B-3

B-4

B-5

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

OVERALL EXISTING CONDITIONS

PLAN

VL100

B-#

FULL DEPTH BORING FOR

BUILDINGS/STRUCTURES

NOTE: REFER TO THE EARTH MOVING SPECIFICATIONS

FOR THE GEOTECHNICAL REPORT AND BORING LOGS.

MAINTENANCE YARD

SEE DRAWINGS GC101, CD101, CS101,

AND ARCHITECTURAL DRAWINGS

SPOILS STORAGE AREA

SEE DRAWINGS GC102, CD102, AND CS102

ADMINISTRATION

BUILDING RENOVATION

SEE ARCHITECTURAL DRAWINGS

G

D

D

D

D

D

W

W W

W W

EX. 3/4" SCH 80 PVC WATERLINE

(SHOWN PER PLANS ENTITLED, "LONG

ISLAND NATIONAL CEMETERY,

ADMINISTRATION / PUBLIC RESTROOM

RENOVATIONS AND NEW EQUIPMENT

STORAGE BUILDING," PREPARED BY M-T-R,

DATED 8/6/14, VA PROJECT #815CM3038)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

EXISTING CONDITIONS PLAN

VL101

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

MH

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

EX. WATERLINE

(NOT FIELD VERIFIED, CONTRACTOR TO

VERIFY SIZE, TYPE, AND LOCATION AS

NEEDED TO MAKE NEW CONNECTIONS)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

EXISTING CONDITIONS PLAN

VL102

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

OVERALL SITE DEVELOPMENT PLAN

GI100

MAINTENANCE YARD

SEE DRAWINGS GC101, CD101, CS101,

AND ARCHITECTURAL DRAWINGS

SPOILS STORAGE AREA

SEE DRAWINGS GC102, CD102, AND CS102

ADMINISTRATION

BUILDING RENOVATION

SEE ARCHITECTURAL DRAWINGS

C

A

B

PRIMARY CONSTRUCTION ACCESS

FOR ADMINISTRATION BUILDING RENOVATIONS ONLY

PRIMARY CONSTRUCTION ACCESS

FOR MAINTENANCE YARD IMPROVEMENTS ONLY

PRIMARY CONSTRUCTION ACCESS

FOR SPOILS STORAGE AREA IMPROVEMENTS ONLY

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

CONSTRUCTION SEQUENCING PLAN

GI200

A

B

C

LIMITS OF WORK

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GRAPHIC LEGEND:

MAINTENANCE YARD

IMPROVEMENTS

SPOILS STORAGE AREA

IMPROVEMENTS

ADMINISTRATION BUILDING

RENOVATION

SEQUENCE OF CONSTRUCTION:

1. PREPARE AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN, PROJECT

SCHEDULE, TRAFFIC CONTROL PLAN, NETWORK ANALYSIS SYSTEM IN

ACCORDANCE WITH SPECIFICATION 01 32 17 TO THE RESIDENT

ENGINEER/CONTRACTING OFFICER REPRESENTATIVE (RE/COR).

2. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATIVE AGENCY PERMITS ARE

ACQUIRED PRIOR TO CONSTRUCTION AND THE CONDITIONS OF ALL APPLICABLE

PERMITS ARE COMPLIED WITH THROUGHOUT CONSTRUCTION.

3. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE (IF

APPLICABLE).

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK

AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE

START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND

SEDIMENT CONTROL PLAN.

5. MAINTENANCE BUILDING RENOVATIONS AND MAINTENANCE YARD IMPROVEMENTS

TO BE COMPLETED AND ACCEPTED BY THE VA PRIOR TO THE INITIATION OF

ADMINISTRATION BUILDING RENOVATIONS.

6. COMPLETE WORK IN EACH AREA AS FOLLOWS (LIST IS NOT INTENDED TO BE ALL

INCLUSIVE):

AREA A CONSISTS OF THE FOLLOWING WITHIN THE MAINTENANCE YARD:

1. REMOVAL OF EXISTING STORAGE CONTAINERS BY CONTRACTORS.

2. INSTALLATION OF NEW VALLEY GUTTER TO ENSURE POSITIVE DRAINAGE.

3. EXPANSION OF EXISTING ASPHALT PAVED PARKING AREA.

4. INSTALLATION OF A CONCRETE WASH PAD.

5. REMOVAL OF EXISTING EXTERIOR OUTLETS AND INSTALLATION OF NEW EXTERIOR

ELECTRIC OUTLETS FOR HEAVY EQUIPMENT BLOCK HEATERS AND ASSOCIATED

UNDERGROUND ELECTRIC LINES NECESSARY TO PROVIDE SERVICE TO THE

OUTLETS.

6. REMOVAL OF EXISTING PAVEMENT NECESSARY FOR THE INSTALLATION OF THE

NEW TOOL STORAGE BUILDING AND THE NEW MATERIAL STORAGE BUILDING.

7. REMOVAL OF EXISTING WOODEN PATIO AND CONCRETE RAMP AND REPLACE WITH

A CONCRETE PATIO AND RAMP.

8. EXISTING FENCE SLAT REMOVAL AND ASSOCIATED BLOCK SLAT REPLACEMENT.

9. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE AND GATES.

10. TOOL STORAGE BUILDING AND MATERIAL STORAGE BUILDING CONSTRUCTION.

11. MAINTENANCE BUILDING RENOVATIONS. REFER TO ARCHITECTURAL DRAWINGS.

AREA B CONSISTS OF THE FOLLOWING WITHIN THE SOILS STORAGE AREA:

1. REGRADING OF SPOILS STORAGE AREA.

2. INSTALLATION OF NEW ASPHALT DRIVE THROUGH THE SOILS STORAGE WITH

ASSOCIATED TURN AROUND AREA.

3. EXISTING DRAINAGE REHABILITATION WITHIN RECESSED STORAGE AREA TO

ELIMINATE EXISTING PONDING ISSUE.

4. INSTALLATION OF A NEW SLIDING CHAINLINK GATE AT THE RECESSED STORAGE

AREA.

5. INSTALLATION OF NEW HYDRANTS AT NEW DRIVE ENTRY AND EXITS INTO SOIL

STORAGE AREA FOR VEHICLE WASH AREAS ALONG WITH ASSOCIATED WATER

SERVICE INFRASTRUCTURE.

6. REMOVAL OF PORTION OF EXISTING CHAINLINK FENCE AND INSTALLATION OF NEW

CHAINLINK FENCE WITH BLOCK SLATS.

AREA C CONSISTS OF THE FOLLOWING AT THE ADMINISTRATION BUILDING:

1. ADMINISTRATION BUILDING RENOVATIONS. REFER TO ARCHITECTURAL

DRAWINGS.

GENERAL SEQUENCING REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE EXISTING ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR

ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS

WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL

PAINT MARKINGS UPON COMPLETION OF WORK.

2. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE VICINITY OF THE

CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION SYSTEM EQUIPMENT NOT

IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO

ADDED COST TO THE OWNER.

3. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED ELSEWHERE IN THE

CONSTRUCTION DOCUMENTS

4. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING

SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL

5. CONTRACTOR'S PRIMARY STAGING AREA FOR OPERATION WILL BE ADJACENT TO THE CONSTRUCTION AREA THAT IS CURRENTLY ACTIVE AT ANY GIVEN TIME, WITHIN THE WORK AREA IDENTIFIED ON THE

CONTRACT DOCUMENTS.

6. THE CONTRACTOR MAY REQUEST LIMITED USE OF OPEN AREAS THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE RE/COR AND MUST BE

DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

7. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE TRAFFIC CONTROL AND SIGNAGE TO SAFELY

REROUTE THE PUBLIC AND STAFF DURING DURING EXISTING CEMETERY ROAD CLOSURES.

8. ALL SIGNAGE AND TRAFFIC MARKINGS INCLUDING CONSTRUCTION SIGNAGE SHALL COMPLY WITH THE

NEW YORK MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

9. EXISTING FACILITIES DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE

REPLACED BY CONTRACTOR TO APPLICABLE AGENCY STANDARDS.

10. THE CONTRACTOR WILL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE POSITIVE DRAINAGE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL OFFSITE DISPOSAL OF ALL

WASTE MATERIAL GENERATED BY CONSTRUCTION.

12. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN AND CLEAR OF CONSTRUCTION RELATED

DEBRIS AND EQUIPMENT AT ALL TIMES

13. OFF - SITE TRACKING OF CONSTRUCTION SITE SEDIMENTS OR OTHER SUBSTANCES SHALL NOT BE ALLOWED. CONSTRUCTION SITE ENTRANCE/EXIT STABILIZATION MEASURES, ALONG WITH FREQUENT ADJACENT STREET SWEEPING OR CLEANING OF EQUIPMENT WASH RACK AREAS, SHALL BE EMPLOYED TO PREVENT OFF-SITE TRACKING AND TO CONTROL THE GENERATION OF FUGITIVE DUST. OFF - SITE

TRACKING CONTROLS WILL BE REQUIRED TO PROTECT ROADS AND FACILITIES WITH EXISTING

CEMETERY PROPERTY AS WELL AS EXTERIOR ROADS AND FACILITIES.

14. WHEREVER EXCAVATION FOR NEW UTILITY LINES CROSS EXISTING ROADS, AT LEAST ONE LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES. FLAGGING PERSONNEL SHALL BE PROVIDED FOR SUCH INSTANCES OF ROAD WORK. WHERE EXISTING ROADS ARE BEING REMOVED, MODIFIED OR NEW ROADS ARE BEING

CONSTRUCTED, PROVIDE TEMPORARY ACCESS ROADS, FLAGGERS, AND /OR SIGNAGE TO SAFELY

MAINTAIN TRAFFIC FLOW AND VEHICULAR ACCESS TO AND FROM FUNCTIONING AREAS.

15. IN THE EVENT THAT ELECTRICAL POWER ON SITE WILL BE REQUIRED TO BE SHUT OFF FOR IMPROVEMENTS THE CONTRACTOR SHALL NOTIFY THE RE/COR AND CEMETERY DIRECTOR. SHUT OFF OF ELECTRICAL POWER MUST BE COORDINATED WITH AND APPROVED BY THE RE/COR AND CEMETERY DIRECTOR. THE CONTRACTOR MUST MAKE REASONABLE EFFORTS TO COMPLETE WORK AND LIMIT THE

TIME THAT THE CEMETERY GOES WITHOUT ELECTRICAL POWER.

16. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF TEMPORARY FACILITIES REQUIRED BY THIS SEQUENCING PLAN AND BY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL RESTORE ALL GRADES, LANDSCAPING, IRRIGATION, UTILITIES, SIDEWALK, CURB AND PAVEMENT ALTERED OR DAMAGED BY INSTALLATION OF USE OF TEMPORARY FACILITIES BACK TO THEIR PRE-CONSTRUCTION CONDITION OR TO THE PROPOSED CONDITION WHERE SPECIFIED BY THE CONTRACT DOCUMENTS.

MAINTENANCE OF TRAFFIC

1. PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.16 USE OF

ROADWAYS IN SPECIFICATION SECTION 01 00 02 GENERAL REQUIREMENTS (MINOR NCA PROJECTS).

2. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE RE/COR.

4. MAINTAIN ONE LANE OF TRAFFIC ON EXISTING CEMETERY ROADS OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED BY THE RE/COR.

5. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL BE REMOVED AS IT

OCCURS.

6. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION ACTIVITIES THROUGH

REGULAR STREET SWEEPING.

7. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE

WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

8. ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE LANE CLOSURES AND THE

USE OF FLAGMEN IS ACCEPTABLE.

MATERIAL

STORAGE

BUILDING

FFE: 102.00

TOOL

STORAGE

BUILDING

FFE: 102.00

EX. 3/4" SCH 80 PVC WATERLINE

(SHOWN PER PLANS ENTITLED, "LONG

ISLAND NATIONAL CEMETERY,

ADMINISTRATION / PUBLIC RESTROOM

RENOVATIONS AND NEW EQUIPMENT

STORAGE BUILDING," PREPARED BY M-T-R,

DATED 8/6/14, VA PROJECT #815CM3038)

IP

SF

SF

SF

SF

SF

SF

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

EROSION AND SEDIMENT CONTROL

PLAN

GC101

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

KEY NO. DESCRIPTION DETAIL/PG.

IP INLET PROTECTION

E&S KEY NOTE LEGEND:

STONE CONSTRUCTION ENTRANCE

INLET PROTECTION

STONE CHECK DAM

PERIMETER DIVERSION SWALE

REINFORCED SILT FENCE

E&S GRAPHIC LEGEND:

LIMITS OF CONSTRUCTION

SF REINFORCED SILT FENCE

EX. WATERLINE

(NOT FIELD VERIFIED, CONTRACTOR TO

VERIFY SIZE, TYPE, AND LOCATION AS

NEEDED TO MAKE NEW CONNECTIONS)

91 90

CE

IP

CD

CD

CD

CD

CD

DS

DS

DS

DS

DS

DS

SF

SF

SF

SF

SF

IP

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

EROSION AND SEDIMENT CONTROL

PLAN

GC102

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

CE

KEY NO. DESCRIPTION DETAIL/PG.

STONE CONSTRUCTION ENTRANCE

WITH WASH RACK

IP INLET PROTECTION

CD STONE CHECK DAM

DS PERIMETER DIVERSION SWALE

SF REINFORCED SILT FENCE

E&S KEY NOTE LEGEND:

STONE CONSTRUCTION ENTRANCE

INLET PROTECTION

STONE CHECK DAM

PERIMETER DIVERSION SWALE

REINFORCED SILT FENCE

E&S GRAPHIC LEGEND:

LIMITS OF CONSTRUCTION

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

EROSION AND SEDIMENT CONTROL

NOTES AND DETAILS

GC501

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS

(STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE

AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN

PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN

SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND

GRUBBING, THE RE/COR SHALL INVITE ALL CONTRACTORS, THE CEMETERY DIRECTOR, APPROPRIATE

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR

OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE E&S PLAN, AND A REPRESENTATIVE

FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 2 FULL BUSINESS DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, NEW YORK 811 SHALL BE NOTIFIED AT

1-800-272-4480 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE

PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN

WRITING FROM THE GOVERNING AUTHORITY PRIOR TO IMPLEMENTATION.

5. PRIOR TO COMMENCING CLEARING AND GRADING, CONTRACTOR TO INSTALL PERIMETER EROSION

AND SEDIMENT CONTROLS.

6. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

7. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN

EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL

STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMP'S

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

8. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF

WORK BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED BEFORE

CLEARING AND GRUBBING OPERATIONS BEGIN.

9. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE

LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH

GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE

SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

10. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION AND NOTIFY THE APPROPRIATE GOVERNING AUTHORITY.

11. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE LOCAL/STATE REGULATIONS.

12. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE APPROPRIATE

GOVERNING AUTHORITY FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

13. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED IN

ACCORDANCE WITH LOCAL AND STATE REGULATIONS. MAINTENANCE SHALL INCLUDE INSPECTIONS OF

ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED WITHIN 24 HOURS. IF

THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED TO BE IMPLEMENTED WITHIN 48 HOURS.

15. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND

THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE

CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN

THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

17. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

18. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES, 6

TO 12 INCHES ON COMPACTED SOILS, PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED

SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES

AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN

THICKNESS.

21. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH

THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

22. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED

GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED

AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

23. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE

PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING

MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS

NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN

ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT

BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

24. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO

SLUMPING, SLIDING, OR OTHER MOVEMENTS.

25. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE

APPROPRIATE GOVERNING AUTHORITY.

26. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL CONTACT THE LOCAL GOVERNING AUTHORITY FOR AN

INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMP'S.

27. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S

MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER

MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE

STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

28. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL

DISTURBED AREAS, THE RE/COR SHALL CONTACT THE LOCAL GOVERNING AUTHORITY TO SCHEDULE A

FINAL INSPECTION.

29. IN NO CASE SHALL CONCRETE WASHOUT BE ALLOWED TO ENTER ANY SURFACE WATERS OR

GROUNDWATER SYSTEMS.

30. THE SOIL EROSION WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENTS BY THE

CONTRACTOR.

NOT TO SCALE

STONE CONSTRUCTION ENTRANCE

NOT TO SCALE

STONE CHECK DAM

NOT TO SCALE

REINFORCED SILT FENCE

NOT TO SCALE

PERIMETER DIVERSION SWALE

NOT TO SCALE

INLET PROTECTION

EX. 3/4" SCH 80 PVC WATERLINE

(SHOWN PER PLANS ENTITLED, "LONG

ISLAND NATIONAL CEMETERY,

ADMINISTRATION / PUBLIC RESTROOM

RENOVATIONS AND NEW EQUIPMENT

STORAGE BUILDING," PREPARED BY M-T-R,

DATED 8/6/14, VA PROJECT #815CM3038)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

SITE DEMOLITION PLAN

CD101

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

KEY NO. GRAPHIC DESCRIPTION

LIMITS OF CONSTRUCTION

EXISTING STORAGE CONTAINER

TO BE REMOVED AND DISPOSED

OFFSITE BY CONTRACTOR

SITE DEMOLITION LEGEND:

2 EXISTING FENCE TO REMAIN. REMOVE

EXISTING SLATS FROM FENCE

EX. CHAIN LINK FENCE, GATE, AND FOUNDATIONS,

TO BE REMOVED. INCLUDES EXCAVATION, CLEARING

AND GRUBBING AROUND FENCE LINE

EXISTING PATIO, CANOPY, CANOPY FOOTINGS,

PLANTERS, AND RAMP, INCLUDING SUB-BASE,

TO BE REMOVED

5 FOUR (4) EXISTING ELECTRIC

OUTLETS TO BE REMOVED

6 EXISTING PAVEMENT AND

SUBBASE TO BE REMOVED

7 EXISTING TREE TO BE RELOCATED

BY CEMETERY STAFF

8 EXISTING CURB TO BE

REMOVED

*ALL ITEMS TO BE DISPOSED OFFSITE BY CONTRACTOR UNLESS NOTED OTHERWISE.

VERIFY SIZE, TYPE, AND LOCATION AS

NEEDED TO MAKE NEW CONNECTIONS)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

FARMINGDALE, NEW YORK

JUNE 8, 2020 DCW BJS Dwg. of 70

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

LONG ISLAND NATIONAL CEMETERY

FACILITY RENOVATION,

IMPROVEMENTS, AND REPAIRS

815IC3040FINAL CONSTRUCTION

DOCUMENTSLEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

GORDON - The LA Group Joint Venture, LLC

The LA Group

40 Long Alley

Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

(304) 725-8456

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

SITE DEMOLITION PLAN

CD102

KEY MAP

NOT TO SCALE

GC101

CD101

CS101

GC102

CD102

CS102

KEY NO. GRAPHIC DESCRIPTION

LIMITS OF CONSTRUCTION

SITE DEMOLITION LEGEND:

EX. CHAIN LINK FENCE, GATE, AND FOUNDATIONS,

TO BE REMOVED. INCLUDES EXCAVATION,

CLEARING AND GRUBBING AROUND FENCE LINE

2 REMOVE AND REPLACE EXISTING TRENCH

DRAIN INLET

EXISTING DRY WELL AND STORM SEWER PIPE

CONNECTION TO BE REMOVED UP TO THE

EXISTING TRENCH DRAIN

*ALL ITEMS TO BE DISPOSED OFFSITE BY CONTRACTOR UNLESS NOTED OTHERWISE.

4.5'-6" PVC

@2.0% MIN.

ADJUST EXISTING

STORM INLET TOP TO

FINAL GRADE

GS 100.2±

MATCH EX.

GS 100.2±

MATCH EX.

GS 100.3±

MATCH EX.

TOP 100.20

INV. 99.20

TOP 100.02

INV. OUT 97.52

ADJUSTED TOP 100.10

CONNECT TO EX. STR.

INV. IN 97.43

TOP 100.02

INV. 99.02

GS 100.1±

MATCH EX.

GS 100.1±

MATCH…