815CM3041 LINC Bid Set Bk-06.pdf
PDF 18 MB Posted
- Solicitation number
- 36C78624B0005
About this file
This document provides details on a federal contract opportunity for renovation, improvements, and repairs construction project at the Long Island National Cemetery. The solicitation number is 36C78624B0005 from the Department of Veterans Affairs National Cemetery Administration. The project number is 815CM3041 and involves renovations and construction services at the cemetery to improve facilities. Responses are due as indicated in the pre-solicitation notice. The size and scope of the project can be determined by reviewing the 18MB bid set file also referenced.
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TEMPORARY PUBLIC MODULAR RESTROOMS
NOTES:
1. WILLSCOT 8x20 "FLEX" MODULAR RESTROOM BUILDING OR EQUAL APP'D BY COR.
2. PROVIDE THE FOLLOWING AT A MINIMUM: OCCUPANCY AS INDICATED, MFR'S STANDARD
ADJUSTABLE ADA ACCESS PACKAGE "WEDGE RAMP" OR EQUAL APP'D BY COR AT EACH OUTER
DOOR; INTEGRAL HANDRAILS IF RISE EXCEEDS 6"; LOCKING OUTER DOORS; INTERIOR
PARTITIONS; PRE-PLUMBED; PRE-WIRED; INTERIOR LIGHTING; SINKS; SOAP, WATER & TOWEL
DISPENSERS; TRASH RECEPTACLES; HVAC FOR ALL OCCUPIED SPACES.
3. BLOCK, SHIM, AND SECURE UNITS PER VENDOR'S WRITTEN SPECIFICATIONS AND AS NECESSARY
TO MAINTAIN LEVEL & SECURE INSTALLATION.
4. PROVIDE TEMPORARY UTILITIES FOR RESTROOM UNITS PER EP-313 & PP-313. REMOVE WHEN
UNITS ARE REMOVED FROM SERVICE.
5. SERVICE UNITS NO LESS THAN TWICE PER WEEK TO ENSURE UNINTERRUPTED OPERATION,
CLEAN AND SANITARY CONDITIONS, AND WELL-STOCKED SUPPLIES AT ALL TIMES. PROVIDE
ADDITIONAL SERVICING BEFORE AND AFTER FEDERAL HOLIDAYS, WEEKENDS, AND OTHER TIMES
AS DIRECTED BY COR AT NO ADDITIONAL COST.
6. PROVIDE WATER-FILLED BARRICADES AT QUANTITIES & LOCATIONS INDICATED ON PLANS; 18" W x 6' L x 32" H, ORANGE, POLYETHYLENE, MEETING NCHRP-350 CRASH TESTING.
7. REMOVE ABOVE WHEN DIRECTED BY COR & RESTORE ANY DAMAGES TO PRE-CONSTRUCTION
CONDITIONS AT A MINIMUM, AS APPROVED BY COR.
STANDARD UNIT
O
C
UNISEX UNISEX
WOMEN MEN
ACCESSIBLE UNIT
CONSTRUCTION FENCE
1/2"=1'-0"
7' -0
" M
IN
NOTES:
1. ORIENT PANELS WITH CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE
2. CONTRACTOR OPTION: COR WILL CONSIDER DRIVEN POSTS AND CONTINUOUS CHAIN LINK FABRIC IN TURF AREAS
& WITHIN 12" OF BACK OF CURB. DRIVEN POSTS ARE PROHIBITED IN ALL OTHER AREAS.
3. REFER ALSO TO 01 00 02 FOR ADDITIONAL REQUIREMENTS.
8" O.D. WELDED FRAME
11 GAUGE MIN, 2" MAX.
CHAIN LINK FABRIC
MFR'S STANDARD BOLTED STRAP
BRACKET
10'-0"
EQ.EQ.
MFR'S STANDARD 2-POST BASE
TREE PROTECTION FENCE
1/2"=1'-0"
12" LENGTH FLAGGING TAPE; 4'-0"
O.C.; 13
16" WIDE; FLUORESCENT
LIME GREEN.
5' -0
8'-0" MAX.
2' -0
2"
TREE PROTECTION SIGN;
25'-0" O.C. MAX.
2"x4" WELDED WIRE FABRIC, 12 GA.;
ATTACH TO POST W/ 3 4" WIRE
STAPLES @ 18" O.C.
2x4 WOOD OR 2#/FT.
GALVANIZED U-CHANNEL POST
TREE
PROTECTION
AREA
NO ENTRY
FINES
IMPOSED
NOTES:
1. INSTALL PER REQUIREMENTS OF 01 56 39.
SA.2 - SAFETY SIGN
1"=1'-0"
A. ELEVATION B. SECTION
4'-0"
3' -0
3'
-0
4" 9"
0 0 0 THIS PROJECT HAS WORKED
WITHOUT A LOST TIME ACCIDENT
DAYS
THE LIFE YOU SAVE MAY BE YOUR OWN
<< GENERAL CONTRACTOR>>
11 2" 11 2"
3 4" 11 2"
4 x 4 POST
(TYP.)
CIP CONCRETE FOOTING AS
REQ'D BY SOIL CONDITIONS
FACE PANEL; EXTERIOR GRADE
MDO SHEET OR ALUMINUM SKIN
LAMINATED TO WOOD OR
PLASTIC CORE W/ EDGES
PHYSICALLY SEALED
2 x 4 FRAMING
(TYP.)
LS-401
CONSTRUCTION SIGN
(SIM.)
"NEW VA BLUE" BACKGROUND
W/ WHITE LETTERING
WHITE BACKGROUND W/ RED
SOLID FILL & WHITE LETTERING
CHANGEABLE NUMBERS
WHITE BACKGROUND W/ BLACK
LETTERING
WHITE
FG
1'-6"
3' -0
M
IN
SA.1 - CONSTRUCTION SIGN
1"=1'-0"
2' -0
M
AX
4' -5
VA
RI
ES
" T O
6"
GENERAL NOTES:
1. ORIENT SIGN PARALLEL TO ADJACENT CURB OR EDGE OF PAVEMENT.
2. PRIME & PAINT ALL VISIBLE SURFACES.
3. ANCHOR SIGN COMPONENTS W/WOOD SCREWS & LAG BOLTS.
4. GRAPHIC & LETTERING: SURFACE APPLIED DIE-CUT VINYL OR SCREENED GRAPHICS.
5. FONT: HELVETICA BOLD.
B. SECTIONA. ELEVATION
LONG ISLAND NATIONAL CEMETERY
RENOVATIONS & IMPROVEMENTS
GENERAL CONTRACTOR:
PRIME A/E FIRM: WALKER FEDERAL SERVICES
VA OFFICE OF DESIGN & CONSTRUCTION SERVICES
8'-0"
6' -0
1' -7
FG
EQ
EQ
31 2" 31 2"
6 x 6 POST
(TYP.)
CIP CONCRETE FOOTING AS
REQ'D BY SOIL CONDITIONS
FACE PANEL; EXTERIOR GRADE
MDO SHEET OR ALUMINUM
SKIN LAMINATED TO WOOD
W/ EDGES PHYSICALLY SEALED
2 x 4 FRAMING
(TYP.)
"NEW VA BLUE" BACKGROUND
W/ WHITE LETTERING
WHITE BACKGROUND BLACK
LETTERING
WHITE 1'-6"
3' -0
M
IN
1'-0"
(TYP.)
PRODUCT SCHEDULE
1"=1'-0"
ITEM MANUFACTURER MODEL SIZE FINISH COLOR OTHER REMARKS
FURNISHINGS
B1 - BENCH
VICTOR STANLEY;
301-855-8300
CR-138 6' LENGTH
POWDERCOAT VS-BRONZE
COLUMBARIUM B
F1 - VASE RECEPTACLE S-424 36-GALLON DECALS & NCA-STANDARD LID AS INDICATED, RIGID PE LINER
FLOWER WATERING
STATIONSF2 - TRASH RECEPTACLE S-42 36-GALLON DECALS AS INDICATED; TAPERED TOP; RIGID PE LINER
F3 - FAUCET HAWS; 775-359-4712 6252EHLF 1
2" INLET MFR'S STANDARD N/A
HELICAL PILES
H1 - HELICAL PILE
TECHNO METAL POST;
P3-HD 3.5"Ø x 7'-0"
(MIN.)
GALVANIZED N/A
PROVIDE (1) H1.1 PILE CAP FOR EACH H1 PILE; FLIGHT
DIAMETER BY MANUFACTURER
SIGN FOOTINGS
H1.1 - PILE CAP PIB 8" x 8" x 4"Ø PROVIDE MFR'S STANDARD GALVANIZED BOLTS, WASHERS, NUTS; PREDRILL AS INDICATED
MASONRY
M1 - GRANITE NORTH CAROLINA GRANITE
CORP.; 800-227-6242 MOUNT AIRY WHITE N/A AS INDICATED MFR'S
STANDARD VERIFY MATCH TO EXISTING SECTION MARKERS SECTION
MONUMENTS
OTHER
D1 - DRAIN ZURN INDUSTRIES, LLC;
855-663-9876
ROUND ADJUSTABLE
FLOOR DRAIN; LC-FR05PB 5"Ø POLISHED
BRONZE N/A PROVIDE DURA-COATED CAST IRON BODY W/ 4" OUTLET &
ABS ADAPTER; PROVIDE VANDAL-PROOF SECURED TOP
FLOWER WATERING
STATIONS
SN - SIGN POLE
METALCRAFT INDUSTRIES,
INC.; (888) 609-3779
ROUND ALUMINUM SIGN
POLE, SMOOTH, WELDED
PLATE BASE
3"Ø x 94"
POWDERCOAT
CUSTOM RAL,
MATCH
MATHEWS
MP12416
SHIPYARD
GREY, VIF
PROVIDE (1) SN.1 FINIAL & (1) SN.2 BASE COVER FOR EACH
SIGN POLE, INCLUDING ATTIC STOCK
STREET NAME
SIGNSSN.1 - FINIAL CAST ALUMINUM; ACORN 3"
SN.2 - BASE COVER X-BA-EMP-SQ-3
ALUMINUM EMPIRE BASE
2" x 81
2" x 241 2"
HT. PROVIDE MFR'S MATCHING 3"Ø FITTING FOR EACH BASE
P1 - DETECTABLE
WARNING PLATES
NEENAH FOUNDRY CO.;
920-725-7000 4984-24B 24" x 24" ECO-BAKE N/A PROVIDE TEMPORARY PROTECTIVE PLASTIC COATING IS
ACCEPTABLE CURB RAMPS
NOTES
1. THE ABOVE CONSTITUTE BASIS OF DESIGN PRODUCTS. PROVIDE THE NAMED PRODUCT OR EQUAL, AS APPROVED BY COR. IF PROPOSING ALTERNATE PRODUCT(S), PROVIDE A POINT-BY-POINT COMPARISON OF
SPECIFIED AND REQUESTED ALTERNATE PRODUCTS INDICATING KEY FEATURES INCLUDING, BUT NOT LIMITED TO, SIZE, WEIGHT, DIMENSIONS, MATERIAL, FINISH, WARRANTY, ETC. FOR COR'S CONSIDERATION.
2. PROVIDE COLOR SAMPLES FOR COR'S REVIEW, ADJUSTMENT, AND APPROVAL PRIOR TO ORDERING AND FABRICATION.
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
Final Construction Documents - Issued for Construction
SITE DEVELOPMENT DETAILS
LS-401
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PRIME CONSULTANT
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CONSULTANTS
m.melendez Andre NY
NOTES:
1. "X" = SECTION NO.; REFER TO PLANS. CHARACTERS: 4" HEIGHT, HELVETICA MEDIUM, ENGRAVED TO 3
16" DEPTH.
FINISH SIGN FACE HONED; ALL OTHER SIDES SAWCUT; PROVIDE "RUB & SAND" FINISH TO EXPOSED SAWCUT FACES TO 3" BELOW FG MIN. ROUND-OVER ALL EXPOSED CORNERS & EDGES TO 38" RADIUS TO MINIMUM 3" BELOW FG.
2. FOR LOCATIONS, REFER TO LS-30x PLANS AND SCHEDULE, 4/LS-404.
3. ORIENT EACH MONUMENT AS INDICATED ON PLAN, UNLESS OTHERWISE DIRECTED BY COR DURING FLAGGING.
SECTION MONUMENT
3/4" = 1'-0"
X
FG
8"
2"
4' -0
91 2"
1' -6
2'
-0
±4
M1 - GRANITE; REFER TO
PRODUCT SCHEDULE, LS-401
SIGN FACE W/ ENGRAVED
CHARACTERS
TOPSOIL; REFER TO 32 90 00;
PROVIDE POSITIVE DRAINAGE
4"
BACKFILL
CONCRETE FOOTING
COMPACTED SUBGRADE
X
A. SIDE ELEVATION B. FRONT ELEVATION
D. PLAN
X
C. PLAN
2'-6"
BA
CK
O F
CU
RB
O R
EP 2Q
V
E
E. EXAMPLES
4" MIN.
(TYP.)
DSS
10" 1'-2"
1-2 CHARACTERS 3 CHARACTERS
±1 1"
±1 1"
(T
YP
VARIES
SEE E.
2' -7
6" 113 4"
3' -0
4"
GUIDE RAIL
3/4" = 1'-0"
FG
NOTES:
1. PROVIDE SYSTEM COMPLIANT W/ NYSDOT HEAVY POST CORRUGATED GUIDE RAIL.
2. REFER TO PLAN FOR POST SPACING.
3. ALL COMPONENTS ARE HOT-DIPPED GALVANIZED STEEL UNLESS OTHERWISE INDICATED.
4. ALL FASTENERS AND HARDWARE SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL.
1' -0
" CIP CONCRETE FOOTING
1'-4"Ø
COMPACTED SUBGRADE
W-BEAM, CLASS A, 12 GA. MIN
HEX HEAD OR CARRIAGE BOLT W/
WASHERS & DOUBLE NUTS PER PANEL
MFR'S WRITTEN SPECIFICATIONS (TYP.)
PANEL MFR'S STANDARD GALVANIZED
STEEL BLOCKING & I-BEAM OR CHANNEL
POST
1"
2" CHAMFER
LP-201
AGGREGATE COVER
BENCH PAD
3/4" = 1'-0"
2' -6
0000000000
00003 00003
6'-7"
2' -6
0000000000
00003 00003
9'-3"
3"
EQ. EQ.
±2'-10", VIF
2" 2"
A. B1.x
B. B2.x
LS-402
CONCRETE PAVING - PEDESTRIAN
(SIM.)
LS-402
CONCRETE JOINTING
CONTROL JOINT
LS-402
BENCH
SAWCUT EXISTING CURB & GUTTER
FLUSH CURB; REFER TO 1/CP-302
TRANSITION CURB; REFER TO 1/CP-302
EXISTING CURB & GUTTER TO
REMAIN
3"
NOTES:
1. 000.00 = EXISTING ELEVATION
2. FINISH GRADE DISTURBED AREAS W/ TOPSOIL FILL & TURF SOD PER 32 90 00. PROVIDE POSITIVE DRAINAGE.
3. FOR LOCATIONS, REFER TO LS-10x PLANS AND BENCH PAD SCHEDULE, 7/LS-402.
LS-402
CONCRETE JOINTING
EXPANSION JOINT
LAYOUT POINT
PER SCHEDULE
B1/2 - BENCH PAD SCHEDULE
1" = 1'-0"
NO. NORTHING EASTING
B1. 01 215769.1813 1151560.5759 B1. 02 215761.0972 1151542.9524 B1. 03 215995.7789 1151456.0604 B1. 04 215987.8335 1151438.7341 B1. 05 216255.2247 1151336.7202 B1. 06 216247.3532 1151319.5473
B2. 01 215647.2715 1151616.5830 B2. 02 215639.1873 1151598.9594 B2. 03 215905.1144 1151497.5352 B2. 04 215897.2235 1151480.3332 B2. 05 216165.0933 1151378.2175 B2. 06 216157.1127 1151360.8168
6'-01 4"1'-101
2"
2' -8
1' -6
4" x 11
2" SOLID STEEL BARS
STAINLESS STEEL EXPANSION ANCHOR
W/ WASHER & ACORN NUT PER MFR'S
WRITTEN SPECIFICATIONS; (1) PER LEG
1 5
16" TUBULAR STEEL RUNG
1-5/16" TUBULAR STEEL CROSS-MEMBERS,
BEYOND (TYP.)
ARM EACH END
B1 - BENCH
3/4" = 1'-0"
NOTES:
1. REFER TO B1- BENCH, PRODUCT SCHEDULE, 6/LS-401.
A. SECTION B. ELEVATION
X
6"X 6"- W1.4 X W1.4 WWF, GALVANIZED W/
CONTINUOUS CHAIRS @ MAX 24" O.C.; PROVIDE
ADD'L CHAIRS AS NECESSARY TO HOLD WWF FLAT
AT INDICATED LEVEL
XX
1. SLOPE PAVING UNIFORMLY. REFER TO GRADING PLANS.
2. PROVIDE 8' x 8' MOCKUP AT LOCATION DIRECTED BY COR FOR COR'S REVIEW AND APPROVAL. INCLUDE FINISH
AND NOT LESS THAN ONE OF EACH KIND OF JOINT AND OUTSIDE EDGE.
3. REFER TO 2/LS-402 FOR JOINTS.
4. SEE LAYOUT PLANS FOR LOCATION OF JOINTS.
5. SPACE CHAIRS UNIFORMLY AT 24" - 36" ON CENTER OR LESS, AS NECESSARY TO MAINTAIN WWF'S POSITION
DURING CONCRETE PLACEMENT.
X
2"
(TYP.)
CONCRETE PAVING - PEDESTRIAN, TYPICAL
1" = 1'-0"
2" PRE-MOLDED EXPANSION JOINT
W/JOINT SEALANT COMPOUND
CIP CONCRETE, 4000 PSI; MEDIUM BROOM FINISH;
SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC
FG
GEOTEXTILE FABRIC
MIRAFI 140N OR APP'D EQUAL
2"
CL
EA
R
5"
COMPACED AGGREGATE
NYSDOT TYPE 26"
COMPACTED SUBGRADE
EXPANSION/ISOLATION JOINT
(EJ)
EQ
CONTROL/CONTRACTION JOINT
(CJ)
NOTES:
1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" EACH WAY, UNLESS OTHERWISE INDICATED.
2. INSTALL EXPANSION JOINTS @ 20'-0" INTERVALS MAX. EACH WAY, UNLESS OTHERWISE INDICATED, AND
WHERE SLAB MEETS ANY ADJACENT STRUCTURE.
3. TOOL ALL EXPOSED EDGES W/ 14" RADIUS.
4. RECESS EXPANSION JOINTS 14" BELOW FINISH GRADE.
5. SAWCUT JOINTS ARE PROHIBITED.
8"
EQ
CONCRETE JOINTING
1 1/2" = 1'-0"
6"
4" 3
16"R TOOLED JOINT,
25% DEPTH OF SLAB
PRE-MOLDED FILLER W/
JOINT SEALANT COMPOUND
#5x12" EPOXY COATED OR
EPOXY COATED REBAR;
SLEEVED ONE END; 24" O.C.
TOOL UNIFORM 3
16" RADIUS (TYP.)
ADJACENT FLUSH GUTTER
P1 - DETECTABLE WARNING PLATE; REFER TO
PRODUCT SCHEDULE, 6/LS-401.
NOTES:
1. REFER TO MFR'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.
2. SET PLATES IN A UNIFORM PLANE, FLUSH W/ ADJACENT SURFACES. REMOVE CONCRETE FINS.
DETECTABLE WARNING PLATES
1 1/2" = 1'-0"
2" 8"4"
4"
LS-402
CONCRETE JOINTING
EXPANSION JOINT
4'-0"
ACCESSIBLE RAMP
1/2" = 1'-0"
7.
5%
M
AX
2'-6"
LS-402
CONCRETE PAVING - PEDESTRIAN
(SIM.)
ADJACENT SIDEWALK
LS-402
DETECTABLE WARNING PLATES
(2) REQUIRED
2' -0
LS-402
CONCRETE JOINTING
EXPANSION JOINT
SAWCUT EXISTING CURB & GUTTER
FLUSH CURB; REFER TO CIVIL PLANS
TRANSITION CURB; REFER TO CIVIL PLANS
EXISTING CURB & GUTTER TO
REMAIN
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
LS-402
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CONSULTANTS
LS-402
CONCRETE JOINTING
EXPANSION JOINT
LS-402
CONCRETE PAVING -
PEDESTRIAN
3"
(TYP.)
12'-0" 1'-6"
(TYP.)
12'-0"
5' -0
2' -6
1'
-8
1'-6" 2'-10" 5'-10"
Flower VasesVases FloweTraash Trash
2 CU. FT. #57 AGGREGATE/NYS DOT #2
DRAIN SUMP W/ FILTER FABRIC SURROUND
SLOPE 1% MIN. 1'
-6
" M
IN
0000000000
0000400004
00000RIM
0000200002
2'-11"
4'-9"
00002 00002
00000
00004
00002
LS-402
CONCRETE JOINTING
CONTROL JOINT
SAWCUT EXISTING CURB
FLUSH CURB; REFER TO 1/CP-302
A. F1.x (TYPICAL)
C. SECTION
00002
DO
NOT
DRINK
D. SECTION
TRANSITION CURB; REFER TO 1/CP-302
EXISTING CURB & GUTTER TO
REMAIN
C C
D D
SLOPE 1% MIN.
1" SCH. 10 STAINLESS STEEL SLEEVE;
PRESET; FLUSH W/ ADJACENT SLAB
NOTES;
1. 000.00 = EXISTING ELEVATION
2. FLAG STATION & VALVE LOCATIONS IN FIELD PRIOR TO EXCAVATION FOR COR'S REVIEW AND ADJUSTMENT.
3. SLOPE WATER PIPE MINIMUM 1% DOWN TOWARD VALVE.
4. CONNECT TO ADJACENT EXISTING WATER SOURCE. INSTALL NEW ISOLATION VALVE OR REUSE EXISTING, PER 3/LS-404. PIPE ROUTE AND VALVE LOCATIONS VARY.
5. REUSE SALVAGED RECEPTACLES INDICATED ON PLANS, AS APPROVED BY COR.
6. FINISH GRADE DISTURBED AREAS W/ TOPSOIL FILL & TURF SOD PER 32 90 00. FEATHER ADJACENT GRADES & PROVIDE POSITIVE DRAINAGE.
7. FOR LOCATIONS, REFER TO LS-10x & SCHEDULE, 3/LS-404.
4'-2"
±53 4"
1' -6
3' -0
0000000000
00004
00000
00002 00004
FLOWER WATERING STATION
3/4" = 1'-0"
A FLOWER WATERING STATION - TYPICAL
(SIM.)
2'-0" MIN.
4'-0" MAX.
LS-403
TRASH RECEPTACLE
LS-403
VASE RECEPTACLE 1
LS-404
HYDRANT
D1 - DRAIN; REFER TO PRODUCT
SCHEDULE, 6/LS-401
1' -0
SCHED 40 PIPE EXTENSION
DRAINAGE AGGREGATE
#57 STONE; WASHED
FILTER FABRIC;
MIRAFI 140N
6"
(TYP.)
2' -0
" M
IN
4'
-0 " M
AX
4'-4" 2"
2"
1" NPT x 34" SWEAT CURB STOP WITH
WASTE, FORD METER BOX CO. MODEL
B11-444SW; COPPER/BRONZE FITTING
4" TYPE K SOFT COPPER PIPE & COPPER
OR BRONZE SWEAT FITTINGS
6" SCHED. 40 PVC SLEEVE
7" ROUND VALVE BOX WITH BLACK LID,
RAIN BIRD VB7RNDBKL; PROVIDE #67
AGGREGATE/NYS DOT #1 SETTING BED
COUPLING TO 1"
SCH. 80 SW PVC*
EXISTING SERVICE PIPE MATERIAL & SIZE
UNKNOWN. COUPLING MAY BE COMPRESSION X
FNPT WITH A SW MALE ADAPTER TO 1" PVC;
PROVIDE APPROPRIATE CONNECTION OF NEW TO
EXISTING AT NO ADDITIONAL COST
SCH 80 PVC TOE NIPPLE
1" SCH. 80 SW PVC
SW COUPLING
B. F2.x (REDUCED) D D
C C
LAYOUT POINT
PER SCHEDULE
SLOPESLOPE
SLOPESLOPE
-0001RIM
SLOPESLOPE
SLOPESLOPE
Traash
2' -1
01 2"
2'-313 16"2'-4"
Trash
TAPERED TOP
AIRCRAFT CABLE
RESTRAINTS
1 4" x 21
2" SOLID
STEEL BAND
8" x 1" SOLID
STEEL BARS
LEVELING FOOT
(TYP.)
8" SOLID TOP RING
(4) 11
2" DIE-CUT VINYL DECALS;
HELVETICA MEDIUM; WHITE
LETTERS; CLEAR BACKGROUND
3' -2
5 8"
Flower VasesVases Flowe
NOTES:
1. REFER TO PRODUCT SCHEDULE, 6/LS-401.
2. AFFIX TO CONCRETE SLAB W/ STAINLESS STEEL EXPANSION ANCHORS PER MFR'S WRITTEN SPECIFICATIONS.
RECEPTACLES
1"=1'-0"
LS-403
FLORAL REGULATIONS
DECALS
F2 - TRASH RECEPTACLEF1 - VASE RECEPTACLE
STEEL TABS
HINGED TOP
FLORAL REGULATIONS DECALS
6" = 1'-0"
NOTES:
1. BACKGROUND COLOR: DARK BRONZE TO MATCH RECEPTACLE.
2. CHARACTERS : WHITE, HELVETICA MEDIUM, SIZE & MESSAGE AS SHOWN.
3. PROVIDE FULL-SIZE PAPER MOCKUP FOR COR'S REVIEW AND APPROVAL PRIOR TO ORDERING.
4. VERIFY MATCH TO SITE SF.x SIGN MESSAGE.
FLORAL
REGULATIONS
EQ
4"
1'-2"
EQ
EQ
EQ.
4" CHARACTERS2"
1"
91 2"
EQ.
HINGE
4" CHARACTERS
1. Floral items will be removed from graves as soon as they become faded and unsightly.
2. Fresh cut flowers may be placed on graves at any time.
3. Artificial flowers may be placed on graves during the period of October 10 through April 15.
4. Plantings will not be permitted on graves at any time.
5. Potted plants will be permitted on graves only during the period 10 days before to 10 days after Easter Sunday and Memorial Day.
6. During the Holiday season, Holiday wreaths, grave floral blankets, and other such floral arrangements will be permitted commencing after Thanksgiving and allowed to remain on the grave through January 20 of each year. Grave floral blankets may not be larger in size than 2 by 3 feet.
7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.
8. Floral items and other types of decorations may not be secured to headstones, markers, or columbaria.
9. For additional information please contact our office at (631) 454-4949.
EQ. EQ.
EQ
2" 1
2"
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
LS-403
G
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F a c R e n C M C a d d o c s
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PRIME CONSULTANT
CONSULTANTS
2A 214289.3123 1152605.9165 2A 214799.3304 1153289.1913 2A 214894.6283 1153869.2304 2B 215455.0689 1153596.7962 2B 214952.7236 1153901.5383 2C 215838.7443 1153312.5526 2C 215627.9117 1153464.5922 2C 216471.6711 1152858.9806 2C 217092.6306 1152414.1100 2C 216798.5288 1152624.7396 2D 216775.5544 1152603.2270 2D 216474.7162 1152821.1050 2D 216342.1759 1151666.9642 2D 216009.8581 1151817.9774 2E 215176.0585 1151849.5720 2E 215630.1947 1151957.9662 2E 215304.6607 1152109.6843 2E 215601.0429 1151972.0643 2E 215671.0912 1151609.0993 2E 215797.7970 1151885.0704 2E 215478.2433 1151695.9034 2E 215510.7545 1151705.9064 2G 215463.7138 1151662.9688 2G 215532.6453 1151310.3134 2G 215485.7329 1151651.9147 2G 215159.4353 1151813.5448 2G 215043.3110 1151548.0850 2G 215341.1442 1151410.1172 2G 215373.5495 1151384.0618 2G 215659.9297 1151585.8572 2H 216382.6110 1151282.5870 2H 216508.7713 1151555.2084 2H 215679.1958 1151605.3647 2H 215805.3734 1151881.5164 2J 216372.6449 1151254.4314 2J 215540.7499 1151306.5788 2J 216252.1634 1150988.5097 2J 215667.5061 1151582.3032 2K 216051.8261 1151039.1044 2K 215725.8037 1151192.8173 2K 215269.3660 1150195.1752 2K 215631.5161 1150119.2781 2L 214850.1838 1150255.6387 2L 215242.0022 1150174.2676 2L 215635.4895 1150085.9527 2M 216416.9960 1150866.4386 2M 216078.2629 1151021.7861 2M 215665.8496 1150107.6108 2M 216029.4401 1150027.9006 2N 217195.3286 1150866.8029 2N 217504.9422 1150436.3533 2N 216285.3279 1150964.0481 2N 216406.5946 1151241.6598 2P 216542.2900 1151539.8733 2P 216416.6891 1151267.5167 2P 217211.1492 1150907.8905 2P 217740.5171 1150955.9286 2Q 217106.1493 1152369.2752 2Q 216805.2843 1152584.5785 2Q 216707.0057 1151500.4644 2Q 216373.4398 1151650.5451 2R 217415.8643 1152082.9444 2R 217142.8351 1152340.2906 2R 217069.1054 1151332.8126 2R 216738.6843 1151482.6648 2S 217446.7764 1152055.9437 2S 217723.8278 1151795.5520 2S 217433.3250 1151165.7309
2S 217100.0609 1151315.8812 2T 216068.1621 1150019.0314 2T 216442.1118 1150855.2228 2T 216447.7663 1149973.7488 2T 216779.5251 1150703.0590 2U 216812.4642 1150690.1715 2U 216474.9661 1149970.9360 2U 216854.3897 1149909.3563 2U 217142.4543 1150536.7666 2V 215496.6797 1153453.2356 2V 215557.1766 1153584.5130 2W 217752.2318 1151769.8936 2W 217462.9552 1151149.2234 2W 217782.7815 1150973.4146 2X 217793.9598 1150943.9445 2X 218001.7029 1151236.3026 2X 217458.1149 1150056.3690 2X 217546.8551 1150410.0198 2Y 218230.5570 1150008.9170 2Y 217687.1851 1149884.4944 2Z 218202.4213 1150483.9839 2Z 217428.6487 1150011.9301 2Z 218206.9014 1150039.0462 2Z 217296.7650 1149900.6809 2Z 217665.0161 1149913.7362 3A 217630.9641 1149878.9806 3A 216466.1779 1149930.2844 3B 218232.9923 1150065.8008 3B 217924.0273 1151636.9322 3B 218013.7666 1151291.4216 3C 217182.0929 1150522.4444 3C 217414.7543 1150043.0015 3C 217512.0361 1150405.7002 3C 216892.6347 1149903.1140 3D 217538.0887 1150441.6802 3D 217238.5840 1150879.2200 3D 217750.6392 1150924.9349 3E 214676.8300 1151671.0607 3F 217175.8371 1152345.2640 3F 217444.3208 1152096.2272 3F 217721.7668 1151836.9194 A 214184.2912 1150399.0341 A 214459.2353 1150356.8190 B 213968.5053 1150407.7294 B 213742.9718 1150438.4692 B 214074.8108 1150496.8795 C 214740.1918 1151638.4750 C 214182.6326 1150466.5300 C 214849.8307 1151591.5462 D 214505.2892 1151750.4701 D 214617.3417 1151688.3325 D 214082.9818 1150512.4759
DSS 214110.6247 1150499.8257
DSS 214155.3010 1150479.2404
E 213321.5775 1150142.2945 E 214774.6822 1149955.7005 F 213491.5102 1150148.3176 F 214022.1387 1150082.8498 F 213525.5728 1150421.6841 F 214056.8316 1150262.6900 F 213964.1356 1150359.4718 G 214780.5666 1150000.9365 G 214061.4458 1150261.8961 G 214810.6662 1150256.6802 G 214052.6361 1150078.8244 G 214184.1385 1150333.5200 H 215229.9436 1150206.7313 H 215689.0040 1151205.7511
H 214890.8972 1150758.1386 H 215360.6504 1151359.5014 H 214865.1770 1150285.0634 I 214836.7520 1150750.7630 I 214493.2673 1150353.8459 I 214814.5816 1150301.1395 J 214891.7562 1150798.5478 J 215319.7725 1151370.1369 J 215020.1281 1151502.8419 K 214480.3950 1150403.2320 K 214839.4377 1150799.0840 K 214981.8056 1151522.5540 K 214867.9795 1151583.0991 L 213754.3498 1150511.6195 L 213863.5930 1151152.2410 L 214375.8810 1151807.0289 M 213693.2659 1150445.6677 M 213419.2465 1150495.1988 M 213830.0575 1151128.2109 N 213838.7066 1151191.7109 N 214329.8102 1151831.9310 N 214032.6025 1151965.0823 O 213506.5878 1150834.5383 O 213807.9728 1151166.3271 O 214011.7719 1152002.7554 P 214278.2307 1152581.6754 P 214024.8891 1152031.3585 Q 214607.1871 1152426.9125 Q 214479.4994 1152145.6007 Q 214344.8129 1151864.1706 Q 214307.2744 1152567.9388 Q 214051.3856 1152000.8063 R 214514.1540 1152130.9158 R 215132.9900 1151845.3774 R 214389.2683 1151853.5144 R 214634.8429 1152416.6495 R 215269.6493 1152125.9551 R 215000.8877 1151569.0893 S 215774.3033 1152713.3037 S 215615.2259 1152001.9742 S 215313.6219 1152144.9976 T 215800.9942 1152739.4897 T 215643.7068 1151986.8957 T 216126.8136 1153073.6923 T 215978.7242 1151833.9811 T 216442.1799 1152845.8722 U 215776.6480 1152767.0304 U 215850.7372 1153271.5431 U 216087.8358 1153092.8535 V 215583.8486 1153425.6846 V 215751.2224 1152741.5520 V 215811.7109 1153297.4371 V 215285.2817 1152159.7587 V 215021.3022 1152274.6611 W 215527.8159 1153410.5663 W 215448.1358 1153408.0850 W 214956.0923 1152309.0168 X 215430.7559 1153569.5057 X 215244.8622 1153704.8268 X 214916.1945 1152327.0598 X 214826.7237 1153256.6071 X 214651.7154 1152444.8441 Y 214317.6428 1152599.3834 Y 214620.0450 1152458.3988 Y 214794.7112 1153260.1016 Z 215205.9390 1153729.2284 Z 214828.9440 1153293.6715 Z 214926.3787 1153865.0237
SECTION MONUMENTS SCHEDULE
No. NORTHING EASTING No. NORTHING EASTING No. NORTHING EASTING
NOTES:
1. PROVIDE UP TO (20) ADDITIONAL SECTION MONUMENTS; MESSAGES & LOCATIONS TO BE DETERMINED BY COR.
HYDRANT
1-1/2" = 1'-0"
DO
NOT
DRINK
3' -0
1 2"
FLAT CAP; 18" PLATE; ROUND-OVER
EXPOSED EDGES; MATCH POST;
WELD ALL AROUND; GRIND SMOOTH
LS-404
HYDRANT SIGN
8"
1"
R1"
11 2"
R1"
R 12 "
4" CARBON STEEL SQUARE TUBE
4" WALL
F3 - FAUCET; REFER TO PRODUCT SCHEDULE, LS-401;
90° 34" COPPER/BRONZE FITTING; SWEAT x 12" FEMALE
THREADED BUSHING
4" TYPE K RIGID COPPER & SWEAT
FITTINGS; EXTEND TO VALVE
8" x 4" STAINLESS STEEL EXPANSION
ANCHOR W/ WASHER & ACORN NUT
(TYP.)
R 14 "
A. ELEVATION B. ELEVATION
C. PLAN
8"
1"
8" PLATE STEEL BASE; WELD TO POST; GRIND SMOOTH;
4" ROUND-OVER ALL EXPOSED EDGES; PROVIDE
STAINLESS STEEL SHIMS TO SET PLUMB & SECURE
CAST BRASS SCREW-ON PIPE SCHOOL BOARD CLIP;
TAP POST & ANCHOR W/ MFR'S RECOMMENDED
STAINLESS STEEL MACHINE SCREWS
1" 6"
" M
AX
4"
NOTES:
1. POWDERCOAT HYDRANT POST FOLLOWING WELDING/GRINDING. DARK BRONZE TO MATCH F1/F2 RECEPTACLES.
PRESET SLEEVE PER 1/LS-403
9"
4"
8" PLATE STAINLESS STEEL
RECESSED GRAPHIC; BLACK
EPOXY PAINT
HYDRANT SIGN
6"=1'-0"
11 4" 3"
1 2" RECESSED 21
2" CHARACTERS;
HELVETICA BOLD; BLACK EPOXY PAINT
DO
NOT
DRINK
AFFIX TO POST W/ (2) STAINLESS STEEL,
OVAL-HEAD, SELF-TAPPING SCREWS;
PHILLIPS, TORX, OR ALLEN DRIVE
F1/2 - FLOWER WATERING STATION SCHEDULE
NO. NORTHING EASTING
ISOLATION VALVE
REUSE EXISTING INSTALL NEW
SHEET LS-101
F1. 01 216850.0733 1149884.2330 X F1. 02 217164.1682 1149862.8231 X F1. 03 217443.2159 1149878.3997 X F1. 04 217644.2624 1149846.4492 X F1. 05 217882.6451 1149902.6405 X F1. 06 218111.1676 1149915.3624 X F1. 07 218220.7989 1149986.8652 X F1. 08 218026.0097 1150229.4432 X F1. 09 218233.4494 1150248.8233 X F1. 10 218237.7982 1150500.8328 X F1. 11 218235.8236 1150849.2110 X F1. 12 218136.7873 1151132.3047 X F1. 13 218013.2283 1151362.3398 X F1. 14 217958.3086 1151575.4314 X F1. 15 217649.2539 1151900.5376 X F1. 16 217506.2841 1150458.4397 X F1. 17 217713.9039 1150933.5314 X
SHEET LS-102
F1. 20 215242.9123 1150221.8045 X F1. 21 215476.6842 1150729.7489 X F1. 22 215669.5624 1150144.1473 X F1. 23 215857.1162 1150551.4208 X F1. 24 216221.4286 1150433.2094 X F1. 25 216462.0699 1150879.8171 X F1. 26 216506.1805 1149933.9762 X F1. 27 216666.5271 1150444.1937 X F2. A 215713.4359 1151223.8236 X F2. B 216086.8405 1151051.7713 X
SHEET 103
F1. 30 215686.8645 1151598.4285 X F1. 31 215678.7218 1151580.6084 X F1. 32 216198.3263 1152297.5936 X F1. 33 216438.8109 1152819.8328 X F1. 34 216380.9829 1152920.1984 X F1. 35 216670.8723 1152712.5586 X F1. 36 216576.7775 1152114.4756 X F1. 37 216775.5113 1152546.1280 X F1. 38 216899.7175 1152548.4996 X F1. 39 216695.4430 1151475.3693 X F1. 40 217111.5898 1152396.8676 X F1. 41 217273.8606 1152250.2641 X F1. 42 217160.7154 1151260.9094 X F1. 43 217461.1442 1152076.0622 X F2. C 215973.0995 1151807.6621 X F2. D 216348.7172 1151634.5902 X
SHEET 104
F1. 50 214551.8356 1151522.5507 X F1. 51 214932.6149 1151289.0937 X F1. 52 215277.5639 1151205.8829 X
SHEET 105
F1. 60 214507.1182 1152122.9417 X F1. 61 215168.8332 1151841.0992 X F1. 62 216177.6699 1153065.5922 X F1. 63 215954.7076 1152938.6415 X F1. 64 215965.8782 1153217.4485 X F1. 65 215726.3695 1153038.2883 X F1. 66 215755.4790 1153368.4508 X F1. 67 215413.1443 1153612.2031 X F1. 68 214906.3301 1153876.4570 X
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
LS-404
G
L I N C
F a c R e n C M C a d d o c s
L S
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T D
S t d D W G
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PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
Text
Text
Text
Text
FRONT
VA
RI
ES
, R
EF
ER
TO
/L S-
3' -6
FG
1"
2'-0"
VIF
C. PLAN
SIGN
BA
CK
O F
CU
RB
O R
EP
B B
SD.x - SIGN, DIRECTIONAL 1"=1'-0"
A. ELEVATIONB. SECTION
CAP; 1
16" ALUMINUM PLATE W/ CHAMFERED
EDGES; DRIVE-ON OR W/ BLIND TABS &
MECHANICALLY FASTENED
POST; 2"x4" RECT. TUBE AL; WALL
THICKNESS PER SIGN MFR'S
WRITTEN SPECIFICATIONS
LS-405
SD.x - SIGN PANEL
NOTES:
1. DETAIL BASED ON NC-04.0x-m2, NATIONAL CEMETERY SIGNS DESIGN GUIDELINES.
2. ALL SIGN COMPONENTS ARE ANODIZED ALUMINUM, B1 DARK BRONZE MP20190 PER NATIONAL CEMETERY SIGNS DESIGN GUIDELINES, UNLESS OTHERWISE INDICATED.
3. ALL FASTENERS ARE STAINLESS STEEL UNLESS OTHERWISE INDICATED.
4. PROVIDE SHOP DRAWINGS FOR COR'S REVIEW PRIOR TO FABRICATION.
5. FOR LOCATIONS, REFER TO LS-20x PLANS AND 5/LS-405.
6. FLAG POSTS IN FIELD FOR COR'S ADJUSTMENT & APPROVAL PRIOR TO INSTALLATION.
7. SLOPE SURROUNDING FINISHED GRADE DOWN AT 4-5% IN ALL DIRECTIONS, MINIMUM 18" RUN.
8. REFER TO 4/LS-409 & 5/LS-409 FOR POST ATTIC STOCK AND ADDITIONAL SIGN ALLOWANCE REQUIREMENTS.
9. FOR MOUNTING ON EXISTING CONCRETE PAVING, DELETE CONCRETE FOOTING AND ANCHOR TO EXISTING. PROVIDE CONCEALED STAINLESS STEEL SHIMS AS NECESSARY
TO YIELD PLUMB, STABLE ANCHORAGE.
10. PROVIDE ONE COMPLETE MOCKUP, INCLUDING PILE & PILE CAP ASSEMBLY, SIGN BASE, AND SIGN AS SELECTED BY COR. OBTAIN COR'S APPROVAL PRIOR TO
COMMENCING WITH INSTALLATION OF REMAINING SIGNS & BASE COMPONENTS.
3'-1"
2"
SLOPE
8"Ø ALUMINUM BASE PLATE; THICKNESS PER MFR'S
WRITTEN SPECIFICATIONS; WELD TO POST & GRIND
SMOOTH; ROUND OVER EXPOSED EDGES; PREDRILL
FOR ANCHORS PRIOR TO FINISHING; PROVIDE GROUT
LEVELING BED & CONCEALED STAINLESS STEEL SHIMS
TO SET PLUMB & SECURELY; COMPACT GROUT
UNDER PLATE AND STRIKE OFF CLEANLY AT EDGE
(2) EVENLY SPACED STAINLESS STEEL EXP.
ANCHORS W/ WASHERS & ACORN NUTS PER
SIGN MFR'S WRITTEN SPECIFICATIONS.
LS-410
SIGN BASE - TYPE 1
EQ
EQ
EQ. EQ.
LS-410
PILE & PILE CAP ASSEMBLY
TYPE 1
4'-5"
LAYOUT POINT PER SIGN SCHEDULE
1'-6"
EQ. EQ.
Text
Text
Text
Text
TextText
Text
Text
Text Text
SD.x - SIGN PANELS 1-1/2" = 1'-0"
NOTES:
1. SIGN PANEL: 18" ANODIZED ALUMINUM, B1 DARK BRONZE MP20190, PER NATIONAL CEMETERY SIGNS DESIGN GUIDELINES, UNLESS OTHERWISE INDICATED.
2. GRAPHICS & CHARACTERS: DIE-CUT APPLIED VINYL; REFLECTIVE WHITE, EQUAL TO ENGINEERING GRADE 3M SCOTCHLITE.
3. CHARACTERS: 21
2" HELVETICA
4. SIGN MESSAGES & ARROW ORIENTATIONS VARY. REFER TO SIGN SCHEDULE 5/LS-405.
5. FOR ARROW GRAPHICS, REFER TO 4/LS-405.
6. PROVIDE ONE FULL-SIZE PAPER MOCKUP FOR OF EACH OF 1-, 2-, 3-, AND 4-LINE SIGN TYPES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
3'-0"
2' -0
1' -6
1' -0
6"
4 LINES
1 LINE 2 LINES
3 LINES
2" 1"
3" 6"
6" 6"
3"
2" 23 4" 1"
3" 6"
6" 3"
2" 23 4" 1"
3" 6"
3"
2" 23 4" 1"
3" 3"
3'-0"
3'-0"
3'-0"
4"
(TYP.)
4"
(TYP.)
4"
(TYP.)
4"
(TYP.)
4"
SD.33 - SIGN PANEL
1-1/2" = 1'-0"
NOTES:
1. EXISTING SIGN PANEL TO REMAIN IN PLACE UNTIL REPLACEMENT PANEL IS APPROVED AND READY FOR
IMMEDIATE INSTALLATION. SCHEDULE REPLACEMENT WITH COR.
2. MATCH EXISTING MOUNTING CONDITIONS.
MATCH EXISTING
M
AT
CH
E
XI
ST
IN
G
LS-405
SD.x - SIGN PANEL
(SIM.)
Adminstrative
Public Restrooms
Gravesite Locator 1
2"
13 4" 13 4"
EQ
EQ
SD.x - GRAPHICS 12" = 1'-0"
23 4"
6"
2" 1
2"
4"
TYPE A TYPE B
13 8"
2" 13 4"
13 8"
4"
4"
SD.x - SIGN SCHEDULE 1" = 1'-0"
SIGN NORTHING EASTING GRAPHIC MESSAGE OTHER
SH
EE
T
LS
-2
SD. 01 216920.7118 1149982.5096
Administrative Office Gravesite Locator 2
Restrooms
SD. 02 217636.8371 1149771.3556
Administrative Office
Gravesite Locator 2
Columbarium A
Columbarium B
SD. 03 217963.8198 1149903.4052
Gravesite Locator 2
Restrooms
SD. 04 217102.6387 1150588.8638
Gravesite Locator 2 Restrooms
SD. 05 217226.4060 1150501.5495
Administrative Office Gravesite Locator 2 Restrooms
SD. 06 217710.6386 1151024.5793
Administrative Office Gravesite Locator 2 Restrooms
SH
EE
T
LS
-2
SD. 10 216388.4733 1149771.5849 Gravesite Locator 2
SD. 11 216557.8111 1149921.9802
Columbarium A Columbarium B
SD. 12 216397.1646 1149880.4944
Columbarium A Columbarium B
SD. 13 216321.3618 1149986.2456
Columbarium A SOUTH PANEL Administrative Office NORTH PANEL Gravesite Locator 2 NORTH PANEL Restrooms NORTH PANEL
SD. 14 216320.1837 1150918.8470 Columbarium A SD. 15 216349.8886 1151199.5114 Columbarium A
SH
EE
T
LS
-2
03 SD. 20 216631.3459 1151529.0501
Gravesite Locator 2 Restrooms
SD. 21 217278.8302 1152213.2227
Administrative Office Gravesite Locator 1
SH
EE
T
LS
-2
SD. 30 213374.0708 1150136.0803
Administrative Office Gravesite Locator 1
SD. 31 213280.7857 1150224.8996
Administrative Office Gravesite Locator 1 Visitor Parking Columbarium A
SD. 32 213538.4712 1150419.4677
Administrative Office Gravesite Locator 1
SD. 33 213304.1547 1150407.4660
N/A Administrative Office
REFER TO 3/LS-405N/A Public Restrooms N/A Gravesite Locator 1
SD. 34 213348.4221 1150555.2561 Visitor Parking
SD. 35 213364.0388 1150471.4478
Public Information Center Funeral Procession Parking
SD. 36 213919.3872 1150409.5190 Columbarium A TYPE B GRAPHIC, 4/LS-405
SD. 37 214238.7838 1150332.4581
Administrative Office
TYPE B GRAPHIC, 4/LS-405Gravesite Locator 1 Columbarium B
SD. 38 214514.7804 1150413.4188
Administrative Office Gravesite Locator 1 Columbarium B
SD. 39 214772.5383 1149940.5300
Administrative Office Gravesite Locator 1 Columbarium A Columbarium B
SD. 40 214805.4785 1150192.0326 Columbarium A
SD. 41 214930.9364 1150242.8662
Administrative Office Gravesite Locator 1 Columbarium B
SD. 42 215418.8411 1151333.9589
Administrative Office Gravesite Locator 1
SD. 43 215430.9394 1151594.5344 Columbarium A
SD. 44 215248.5958 1151441.4034
Administrative Office Gravesite Locator 1
SD. 45 214297.5853 1151751.9453 Columbarium A
SD. 46 213277.3792 1150494.2060
Public Information Center Funeral Procession Parking
SD. 47 213213.8151 1150505.5558
Public Information Center Visitor Parking
SH
EE
T
LS
-2
SD. 50 215545.9099 1151780.4902
Columbarium A Columbarium B
SD. 51 215708.6723 1151925.7731
Administrative Office Gravesite Locator 1
SD. 52 215542.6072 1152032.1706
Administrative Office Gravesite Locator 1
SD. 53 215927.9301 1153249.3075
Administrative Office Gravesite Locator 1
SD. 54 215782.8896 1153353.3730
Administrative Office Gravesite Locator 1 Columbarium A Columbarium B
NOTES:
1. VERIFY LOCATIONS AGAINST 6/LS-405. 6
SIGN PLACEMENT - TYPICAL
1"=1'-0"
NOTES:
1. VERIFY THE ABOVE OFFSETS UNLESS OTHERWISE INDICATED.
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
LS-405
G
L I N C
F a c R e n C M C a d d o c s
L S
D e t a i l s d w g
P M
T D
S t d D W G
T o
P D F p c
AutoCAD SHX Text
SIGN
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AutoCAD SHX Text S
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AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text
PRIME CONSULTANT
AutoCAD SHX Text
CONSULTANTS
SN.x - SIGN, STREET NAME 1"=1'-0"
A. ELEVATION
NOTES:
1. PROVIDE SIGN POST & POST COMPONENTS FROM THE SAME MFR. REFER TO PRODUCT SCHEDULE FOR BASIS-OF-DESIGN. PROVIDE PRODUCT
DATA FOR COR'S APPROVAL PRIOR TO ORDERING.
2. FINISH: MFR'S CUSTOM RAL POWDERCOAT. REFER TO PRODUCT SCHEDULE.
3. FOR SIGN MESSAGE, REFER TO 2/LS-409.
4. FOR SIGN LOCATIONS, REFER TO LS-20x PLANS AND SCHEDULE, 2/LS-409.
5. ORIENT SIGNS PARALLEL TO ADJACENT STREETS' CENTERLINES.
6. ORIENT SIGN BASES PARALLEL TO ADJACENT PRIMARY STREETS.
7. REFER TO 4/LS-409 & 5/LS-409 FOR POST ATTIC STOCK AND ADDITIONAL SIGN ALLOWANCE REQUIREMENTS.
B. PLAN - TYPICAL
LS-406
SN.x - SIGN PANEL
HEAVY DUTY ALUMINUM OR
STAINLESS STEEL 5" WING BRACKET
FOR SURFACE-MOUNT TO SPECIFIED
POSTS & THROUGH-BOLT TO SIGNS;
W/ STAINLESS STEEL THREADED
FASTENERS; DRILL/TAP POSTS;
STRAPS/BANDS/CLAMPS PROHIBITED
7' -1
0"
7"
Street Name
FG
D. PLAN - SINGLE SIGN
C. PLAN - VARIABLE
SN.1 - FINIAL
MFR'S STANDARD HEAVY-DUTY
ALUMINUM WELDED BASE PLATE;
PROVIDE GROUT LEVELING BED &
CONCEALED STAINLESS STEEL
SHIMS TO SET PLUMB & SECURELY
SN.2 - BASE COVER
2' -0
1 2"
SN - SIGN POLE; REFER TO
PRODUCT SCHEDULE 6/LS-401
2"
CAST-IN STAINLESS STEEL
THREADED RODS, PER POLE MFR'S
WRITTEN SPECIFICATIONS; OBTAIN
POLE MFR'S TEMPLATE
VARIES
LS-410
SIGN BASE - TYPE 4
LS-410
PILE & PILE CAP ASSEMBLY
TYPE 4
E. SN.2 BASE COVER
REFER TO 6/LS-401
F. SN.1 FINIAL
REFER TO 6/LS-401 RO
AD
C
EN
TE
RL
IN
E
PR
IM
AR
Y
RO
AD
CE
N
TE
RL
IN
E
SECONDARY ROAD
CENTERLINE
PR
IM
AR
Y
RO
AD
CE
N
TE
RL
IN
E
SECONDARY ROAD
CENTERLINE
LAYOUT POINT PER
SIGN SCHEDULE
(TYP.)
6"
2'-0"
6"
Street Name
2'-6"
A. STANDARD B. ELONGATED
2"
EQ
SN.x - SIGN PANELS 1-1/2" = 1'-0"
NOTES:
1. SIGN PANEL: 0.125" FLAT ALUMINUM SIGN BLANK; 5052-H-38 ALLOY.
2. APPLIED HIGH-INTENSITY PRISMATIC (HIP) REFLECTIVE SHEETING W/ PRINTED GRAPHICS; UV PROTECTED; CHARACTERS &
GRAPHICS BOTH SIDES UNLESS OTHERWISE INDICATED.
3. CHARACTERS: WHITE; HIGHWAY GOTHIC, NARROW. JUSTIFY ON POST-SIDE.
4. BACKGROUND: B1 DARK BRONZE PER NATIONAL CEMETERY SIGNS DESIGN GUIDELINES.
5. PROVIDE CHARACTERS ON BOTH SIDES EACH SIGN.
6. PRE-PUNCH MOUNTING HOLES FOR BOLT-THROUGH; COORDINATE W/ APPROVED BRACKET.
7. PROVIDE ONE COLOR FULL-SIZE PAPER MOCKUP FOR OF STANDARD AND ELONGATED SIGN TYPES FOR REVIEW AND
APPROVAL PRIOR TO ORDERING AND FABRICATION FOR COR'S REVIEW, ADJUSTMENT, AND APPROVAL.
3"
Street Name
2" MIN. 2" 11
2" MIN.
POST POST
2'-0"
6"
Street Name
2'-6"
A. STANDARD B. ELONGATED
2"
EQ
EQ
3"
Street Name
2" MIN. 2"2" MIN.
POST POST
EQ
SFx - SIGN, FLORAL REGULATIONS 1"=1'-0"
A. ELEVATION
NOTES:
1. DETAIL BASED ON NC-01.02-m2, NATIONAL CEMETERY SIGNS DESIGN GUIDELINES.
2. ORIENT PARALLEL TO ADJACENT EDGE OF PAVEMENT, UNLESS OTHERWISE INDICATED.
3. FOR LOCATIONS, REFER TO LS-20x PLANS AND 3/LS-409.
4. REFER TO 4/LS-409 & 5/LS-409 FOR POST ATTIC STOCK AND ADDITIONAL SIGN ALLOWANCE REQUIREMENTS.
4'-1"
C. PLAN
B. SECTION
FRONT
2' -6
3' -6
LS-405
SD.x - SIGN, DIRECTIONAL
(SIM.)
FLORAL REGULATIONS
1. Floral items will be removed from graves as soon as they become faded and unsightly.
2. Fresh cut flowers may be placed on graves at any time.
3. Artificial flowers may be placed on graves during the period of October 10 through April 15.
4. Plantings will not be permitted on graves at any time.
5. Potted plants will be permitted on graves only during the period 10 days before to 10 days after Easter Sunday and Memorial Day.
6. During the Holiday season, Holiday wreaths, grave floral blankets, and other such floral arrangements will be permitted commencing after Thanksgiving and allowed to remain on the grave through January 20 of each year. Grave floral blankets may not be larger in size than 2 by 3 feet.
7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.
8. Floral items and other types of decorations may not be secured to headstones, markers, or columbaria.
9. For additional information please contact our office at (631) 454-4949.
4'-0"
2"
SIGN BLANK
16" MIN. ALUMINUM
LS-406
SF.x - SIGN PANEL
B B
LS-410
SIGN BASE - TYPE 2
LS-410
PILE & PILE CAP
ASSEMBLY - TYPE 1
FG
FG
SIGN EQ
EQ
EQ. EQ.
5'-8"
LAYOUT POINT PER SIGN
SCHEDULE
21 2"
EQ.1 EQ.1
EQ.2 EQ.2
EQ
.3
EQ
.3
SF.x - SIGN PANEL 1-1/2" = 1'-0"
FLORAL REGULATIONS
1. Floral items will be removed from graves as soon as they become faded and unsightly.
2. Fresh cut flowers may be placed on graves at any time.
3. Artificial flowers may be placed on graves during the period of October 10 through April 15.
4. Plantings will not be permitted on graves at any time.
5. Potted plants will be permitted on graves only during the period 10 days before to 10 days after Easter Sunday and Memorial Day.
6. During the Holiday season, Holiday wreaths, grave floral blankets, and other such floral arrangements will be permitted commencing after Thanksgiving and allowed to remain on the grave through January 20 of each year. Grave floral blankets may not be larger in size than 2 by 3 feet.
7. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.
8. Floral items and other types of decorations may not be secured to headstones, markers, or columbaria.
9. For additional information please contact our office at (631) 454-4949.
NOTES:
1. SIGN PANEL: 18" FIBER REINFORCED PANEL W/ DARK BRONZE BACKGROUND TO MATCH ALUMINUM COMPONENTS;
ANCHOR TO SIGN BLANK W/ TAMPER-RESISTANT STAINLESS STEEL FASTENERS.
2. CHARACTERS: WHITE; ARIAL.
3. PROVIDE FULL-SIZE PAPER MOCKUP OF ONE SF.x SIGN PANEL FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
3'-11"
2' -5
2"
(TYP.)
2" TEXT
4" TEXT
SR.x - SIGN, TRAFFIC REGULATORY 1" = 1'-0"
A. ELEVATION
NOTES:
1. ORIENT PERPENDICULAR TO ADJACENT PAVEMENT CENTERLINE UNLESS DIRECTED OTHERWISE BY COR.
2. FOR SIGN MESSAGE/TYPES, REFER TO SCHEDULE 3/LS-409.
3. FOR LOCATIONS, REFER TO LS-20x PLANS AND 3/LS-409.
4. REFER TO 4/LS-409 & 5/LS-409 FOR POST ATTIC STOCK AND ADDITIONAL SIGN ALLOWANCE REQUIREMENTS.
1'-7"
C. PLAN
B. SECTION
FRONT
1' -6
3' -6
LS-405
SD.X - SIGN, DIRECTIONAL
(SIM.)
1'-6"
2"
LS-406
SR.x - SIGN PANEL
POST; 2"x31
4" RECT. TUBE
ALUMINUM; WALL THICKNESS PER
SIGN MFR'S WRITTEN
SPECIFICATIONS
FG
FG
LS-410
SIGN BASE - TYPE 3
LS-410
PILE & PILE CAP ASSEMBLY
TYPE 1
SIGN EQ
EQ
EQ.
3'-0"
EQ.
LAYOUT POINT PER SIGN SCHEDULE
SR.x - SIGN PANELS 1-1/2" = 1'-0"
NOTES:
1. SIGN PANEL: 18" ANODIZED ALUMINUM, B1 DARK BRONZE PER NATIONAL CEMETERY SIGNS DESIGN GUIDELINES, UNLESS OTHERWISE INDICATED.
2. CHARACTERS: DIE-CUT APPLIED VINYL; 2"HELVETICA; REFLECTIVE WHITE, EQUAL TO ENGINEERING GRADE 3M
SCOTCHLITE.
3. GRAPHIC: COLORS PER MUTCD.
4. PROVIDE FULL-SIZE PAPER MOCKUP OF EACH SIGN FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.
1'-6"
1' -6
Authorized
Vehicles
Only
DO NOT
ENTER
N. NO RIGHT TURN
GRAPHIC: MUTCD R3-1
D. DO NOT ENTER
GRAPHIC: MUTCD R5-1
1'-6"
1' -6
5"
EQ
2"
±8
EQ
NATIONAL
CEMETERY
ADMINISTRATION
Revisions Date
Drawing Title
Approved:
Checked
Location
DRAWING NO.
Dwg.
Of
4 5 8
1 2 3 4 7 9
D E
F
C D
E
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
Approved:
Project Title
Building Number
Drawn
Date
Project No.
1 2 6 7 9
5 6 8
A B
C
A B
F
© COPYRIGHT 2023, Walker Federal Services, LLC
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
BJ JC, EM
May 22, 2023
LS-406
G
L I N C
F a c R e n C M C a d d o c s
L S
D e t a i l s d w g
A M
T D
S t d D W G
T o
P D F p c
SIGN
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AutoCAD SHX Text R
AutoCAD SHX Text I
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AutoCAD SHX Text
PRIME CONSULTANT
SM.x - SIGN, MAP 1"=1'-0"
A. ELEVATION
NOTES:
1. WARNING: EXERCISE EXTREME CAUTION WORKING NEAR ADJACENT GRAVES. PERFORM EXCAVATION WORK IN THE PRESENCE OF COR AND
CEMETERY DIRECTOR. FOLLOW DIRECTION GIVEN.
2. DETAIL BASED ON NC-02.01-m2, NATIONAL CEMETERY SIGNS DESIGN GUIDELINES.
3. ORIENT PARALLEL/PERPENDICULAR TO ADJACENT EDGE OF PAVEMENT.
4. FLAG POSTS IN FIELD FOR APPROVAL BY COR PRIOR TO INSTALLATION.
5. FOR SIGN TYPES, REFER TO SCHEDULE 3/LS-409.
6. FOR LOCATIONS, REFER TO LS-20x PLANS AND 3/LS-409.
7. REPAIR ADJACENT FINISHED GRADE. INSTALL TOPSOIL & SOD PER 32 90 00.
8. REFER TO 4/LS-409 & 5/LS-409 FOR POST ATTIC STOCK AND ADDITIONAL SIGN ALLOWANCE REQUIREMENTS.
POST; 3"x6" RECT. TUBE
ALUMINUM; WALL
THICKNESS PER SIGN MFR'S
WRITTEN SPECIFICATIONS
4'-1"
C. PLAN, TYPICAL
B. SECTION
FRONT
3' -0
5' -0
LAYOUT POINT
(TYP.)
3B
2X
2Z
2Y
2W
3D
2S 2R 2Q
2D
3F
3C 2U 2T 2M 2K H J
D
N
O
M
L
K
I
A
B
G
F
2L
2H
2N
2M
2J
2E
2G
2E
2G
R
Q P
Y
Z
2A
XVT
U
S
2C
2B
Mall Dr. E.
2V
R
R
3A
COLUMBARIUM A
Mall Dr. W.
C r o s
D r
Central Dr.
M a l l
D r
W e s t
F i r s t
D r
M a i n
M e m o r i a l
D r
S o u t h
E a s t
F i r s t
D r
W e s t
S e c o n d
W e s t
T h i
W e s t
F o u r t h
W e s t
F i f
W
S i x
E a s t
S e c o
E a s t
T h i
E a s t
F o u r
E a s t
F i f
E a s t
S i x
W e l l w o o
A v e n u e
L i t t l e
E a s t
N e c k
R o a d
E a s t e
O u t e r
W e s t e
W e s t e
N o r t h e
L i k
F l a g s t a f f
D r
F l a g s t a f f
D r
R o s t r u m
D
W
M in
P r t a l D r
C o l o n i
S p r i n g
R a d
P i n e l a w a d
Quadrant 3
R
R
W
D r
P o r t a l
M e m o r i a l
D r
S
M e m o r i a l
D r
N
C
MB
M a i n
D r
P o r t a l
S o u t h e
C e n t e r
P o r t a l
D r
C e n t e r
P o r t a l
D r
Quadrant 4
Quadrant 2 Quadrant 1
Long Island National Cemetery
Public Restrooms
Parking
COLUMBARIUM B
Administrative Office
Parking
M a
S o u t h e
R o s t r u m
D r
E
E
D S
S
E
FG
LS-405
SD.x - SIGN, DIRECTIONAL
(SIM.)
2"
4'-0"
SIGN BLANK
16" MIN. ALUMINUM
LS-407
SM.x - SIGN PANEL
D. PLAN, ROTATED
B B
00000
SAWCUT EXISTING CURB
FLUSH CURB; REFER TO 1/CP-302
TRANSITION CURB; REFER TO 1/CP-302
EXISTING CURB & GUTTER TO
REMAIN
5' -0
00007
FEATHER ADJACENT GRADE,
MAXIMUM 5%; INSTALL TOPSOIL &
SOD PER 32 90 00
LS-402
EXPANSION JOINT (SIM.)
DELETE DOWEL
5' -0
EQ
EQ
8" 8"
5'-8"3"
(TYP.)
EQ
EQ
5'-8"
0000600000
LS-410
SIGN BASE - TYPE 2
LS-410
PILE & PILE CAP
ASSEMBLY - TYPE 1
SM.x - SIGN PANELS 1-1/2" = 1'-0"
NOTES:
1. PROVIDE ONE SIGN PANEL PER SIGN.
2. SIGN PANEL: 18" FIBER REINFORCED PANEL W/ DARK BRONZE BACKGROUND; BRIGHT WHITE CHARACTERS & GRAPHICS TO MATCH
ALUMINUM COMPONENTS; ANCHOR TO SIGN BLANK W/ TAMPER-RESISTANT, EVENLY SPACED STAINLESS STEEL FASTENERS.
3. CHARACTERS: HELVETICA.
4. CREATE ORIGINAL ARTWORK BASED ON THE ABOVE AND PROVIDE FULL-SIZE PAPER MOCKUP OF EACH SIGN FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION.
3B
2X
2Z
2Y
2W
3D
2S 2R 2Q 2D
3F
3C 2U 2T 2M 2K H J
D
N
O
M
L
K
I
A
B
G
F
2L
2H
2N
2M
2J
2E
2G
2E
2G
R
Q P
Y
Z
2A
XVT
U
S
2C
2B
Mall Dr. E.
2V
R
R
3A
COLUMBARIUM A
Mall Dr. W.
C r o
Central Dr.
M a l l
D r
W e s t
F i r s t
D r
M a i n
M e m o r i a l
D r
S o u t h
E a s t
F i r s t
D r
W e s t
S e c o
W e s t
T h i
W e s t
F o u r
W e s t
F i f
W
S i x
E a s t
S e c o
E a s t
T h i
E a s t
F o u r
E a s t
F i f
E a s t
S i x
W e l l w o e n u e
L it le s t
N e c k
R o a d
E a s t e
O u t e r
W e s t e
W e s t e
N o r t h e
L i
F l a g s t a f f
D r
F l a g s t a f f
D r
R o s t r u m
D
M r t a l D r
C o l o n i r i n a d
P i n e l a a d
Quadrant 3
R
R
W
D r
P o r t a l
M e m o r i a l
D r
S
M e m o r i a l
D r
N
C
MB
M a i n
D r
P o r t a l
S o u t h e
C e n t e r
P o r t a l D r
C e n t e r
P o r t a l
D r
Quadrant 4
Quadrant 2 Quadrant 1
Long Island National Cemetery
Public Restrooms
Parking
COLUMBARIUM B
Administrative Office
Parking
M a
S o u t h e
R o s t r u m
D r
E
E
D S
S
E
3B
2X
2Z
2Y
2W
3D
2S 2R 2Q 2D
3F
3C 2U 2T 2M 2K H J
D
N
O
M
L
K
I
A
B
G
F
2L
2H
2N
2M
2J
2E
2G
2E
2G
R
Q P
Y
Z
2A
XVT
U
S
2C
2B
Mall Dr. E.
2V
R
R
3A
COLUMBARIUM A
Mall Dr. W.
C r o
Central Dr.
M a l l
D r
W e s t
F i r s t
D r
M a i n
M e m o r i a l
D r
S o u t h
E a s t
F i r s t
D r
W e s t
S e c o
W e s t
T h i
W e s t
F o u r
W e s t
F i f
W
S i x
E a s t
S e c o
E a s t
T h i
E a s t
F o u r
E a s t
F i f
E a s t
S i x
W e l l w o e n u e
L it s t
N e c k
R o a d
E a s t e
O u t e r
W e s t e
W e s t e
N o r t h e
L i
F l a g s t a f f
D r
F l a g s t a f f
D r
R o s t r u m
D
M r t a l D r
C o l o n i r i n a d
P i n e l a a d
Quadrant 3
R
R
W
D r
P o r t a l
M e m o r i a l
D r
S
M e m o r i a l
D r
N
C
MB
M a i n
D r
P o r t a l
S o u t h e
C e n t e r
P o r t a l D r
C e n t e r
P o r t a l
D r
Quadrant 4
Quadrant 2 Quadrant 1
Long Island National Cemetery
Public Restrooms
Parking
COLUMBARIUM B
Administrative Office
Parking
M a
S o u t h e
R o s t r u m
D r
E
E
D S
S
E
3B
2X
2Z
2Y
2W
3D
2S 2R 2Q 2D
3F
3C 2U 2T 2M 2K H J
D
N
O
M
L
K
I
A
B
G
F
2L
2H
2N
2M
2J
2E
2G
2E
2G
R
Q P
Y
Z
2A
XVT
U
S
2C
2B
Mall Dr. E.
2V
R
R
3A
COLUMBARIUM A
Mall Dr. W.
C r o
Central Dr.
M a l l
D r
W e s t
F i r s t
D r
M a i n
M e m o r i a l
D r
S o u t h
E a s t
F i r s t
D r
W e s t
S e c o
W e s t
T h i
W e s t
F o u r
W e s t
F i f
W
S i x
E a s t
S e c o
E a s t
T h i
E a s t
F o u r
E a s t
F i f
E a s t
S i x
W e l l w o e n u e
L i t t s t
N e c k
R o a d
E a s t e
O u t e r
W e s t e
W e s t e
N o r t h e
L i
F l a g s t a f f
D r
F l a g s t a f f
D r
R o s t r u m
D
M r t a l D r
C o l o n i r i n a d
P i n e l a a d
Quadrant 3
R
R
W
D r
P o r t a l
M e m o r i a l
D r
S
M e m o r i a l
D r
N
C
MB
M a i n
D r
P o r t a l
S o u t h e
C e n t e r
P o r t a l
D r
C e n t e r
P o r t a l
D r
Quadrant 4
Quadrant 2 Quadrant 1
Long Island National Cemetery
Public Restrooms
Parking
COLUMBARIUM B
Administrative Office
Parking
M a
S o u t h e
R o s t r u m
D r
E
E
D S
S
E
3B
2X
2Z
2Y
2W
3D
2S 2R 2Q 2D
3F
3C 2U 2T 2M 2K H J
D
N
O
M
L
K
I
A
B
G
F
2L
2H
2N
2M
2J
2E
2G
2E
2G
R
Q P
Y
Z
2A
XVT
U
S
2C
2B
Mall Dr. E.
2V
R
R
3A
COLUMBARIUM A
Mall Dr. W.
C r o
Central Dr.
M a l l
D r
W e s t
F i r s t
D r
M a i n
M e m o r i a l
D r
S o u t h
E a s t
F i r s t
D r
W e s t
S e c o
W e s t
T h i
W e s t
F o u r
W e s t
F i f
W
S i x
E a s t
S e c o
E a s t
T h i
E a s t
F o u r
E a s t
F i f
E a s t
S i x
W e l l w o e n u e
L i t t s t
N e c k
R o a d
E a s t e
O u…
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