S02 - 824IC3005 Bid Dwgs Woodlawn Bk06.pdf

8 MOW STRIP

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

#4 REBAR; CONTINUOUS

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

5%

1'-0"

3"

(TYP.)

LS-201LS 201

EXPANSION JOINT (SIM.)

DELETE DOWEL

WATERPROOF PER ARCHITECTURAL

PLANS & SPECIFICATIONS

VA

RI

ES

LS-201LS 201

EXPANSION JOINT (SIM.)

DELETE DOWEL

1 CONCRETE PAVING - TYPICAL

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

6" 6"

2"

LINE OF ADJACENT CONSTRUCTION CIP CONCRETE; MEDIUM BROOM

FINISH; SWEEP PERPENDICULAR TO

DIRECTION OF TRAFFIC

6x6 10/10 WWF, GALVANIZED

NYSDOT ITEM 203.21 SELECT

STRUCTURAL FILL; THOROUGHLY TAMP

IN MAX. 6" LIFTS (LOOSE THICKNESS);

MINIMUM 4 PASSES

COMPACTED & PROOF-ROLLED

SUBGRADENOTES:

1. REFER TO 3/LS-201 FOR JOINTING.

2. REFER TO GEOTECHNICAL REPORT FOR FLOOR SLAB EARTHWORK REQUIREMENTS & FLOOR SLAB CONSTRUCTION

CONSIDERATIONS.

3. REFER TO Sx PLANS FOR STRUCTURAL SLABS.

GEOTEXTILE FABRIC; MIRAFI RS2801 OR

APP'D EQUAL

PLASTIC MESH CHAIR @ MAX 24" O.C.;

PROVIDE ADD'L CHAIRS AS NECESSARY

TO HOLD WWF FLAT AT INDICATED LEVEL

2 CONCRETE PAVING - HEAVY DUTY

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

8"

3"

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

6"

NOTES:

1. WARNING: SIDEWALK BETWEEN BURIAL SECTIONS F & G MAY BE LOCATED ABOVE EXISTING GRAVES. USE

EXTREME CAUTION WHEN EXCAVATING AND COMPACTING. DO NOT OVER-EXCAVATE. EXCAVATE &

COMPACT IN PRESENCE OF CEMETERY DIRECTOR AND COR. PROVIDE 7 DAYS ADVANCE NOTICE.

2. ENCOUNTERING A CASKET OR OTHER REMAINS MAY NECESSITATE IMMEDIATE PAUSE AND REASSESSMENT OF

SIDEWALK WORK. FOLLOW CEMETERY DIRECTOR'S DIRECTION.

#4 BARS, CONTINUOUS; EPOXY

COATED; 12" O.C. EACH WAY

4"

2" EXPANSION JOINT FILLER

8" MAX. WIDE TOOLED

JOINT, 25% DEPTH OF SLAB.

EXPANSION (ISOLATION) JOINT

(EJ)

CONTROL (CONTRACTION) JOINT

(CJ)

NOTES:

1. INSTALL CONTROL JOINTS AT EQUAL INTERVALS OF 5'-0" OR AS INDICATED.

2. INSTALL EXPANSION JOINTS @ ±20'-0" INTERVALS MAX., AT MEETING OF ALL ADJACENT STRUCTURES AND

AS INDICATED.

3. TOOL ALL EXPOSED EDGES W/ 1 4" RADIUS.

4. RECESS EXPANSION JOINTS 1 8" BELOW FINISH GRADE.

LAYOUT LINE

#5x12" REBAR; SMOOTH, EPOXY-COATED; SLEEVED ONE END.

24" O.C. @ ADJOINING SLABS.

EQ

EQ

3 CONCRETE JOINTING - PEDESTRIAN

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

4 AGGREGATE SURFACING

1"=1'-0"

6" M

IN

1' -6

" M

IN

. U

NL

ES

S

O

TH

ER

W

IS

E

IN

DI

CA

TE

D

6"

R1R 4" (T

YP

3" (T

YP

COMPACTED AGGREGATE

NYSDOT, SUBBASE COURSE, TYPE 2;

LESS THAN 10% PASSING NO. 200 SIEVE

GEOTEXTILE FABRIC; MIRAFI RS2801

OR APP'D EQUAL

NOTES:

1. PROVIDE CONCRETE HEADER AS ABOVE AT ADJACENT PLANTERS AND ASPHALT PAVING.

2. REFER TO GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS.

A2 - AGGREGATE; REFER TO PRODUCT

SCHEDULE 1/LS-211

CIP CONCRETE HEADER; MEDIUM

BROOM EXPOSED SURFACES

#5 REBAR; CONTINUOUS

6"

1'-0"

ADJACENT CONDITION VARIES

ADJACENT TURF

EDGING; REFER TO PRODUCT SCHEDULE

1/LS-211

FILTER FABRIC

6"

COMPACTED & PROOF-ROLLED

SUBGRADE

TOOL UNIFORM 3

16" RADIUS (TYP.)

ADJACENT NEW OR EXISTING FLUSH

GUTTER TO REMAIN; REFER TO CP- PLANS

DETECTABLE WARNING PLATE; REFER TO

PRODUCT SCHEDULE, LS-211

NOTES:

1. REFER TO MFR'S WRITTEN SPECIFICATIONS AND INSTRUCTIONS.

2. SET PLATES IN A UNIFORM PLANE MATCHING ADJACENT FINISHED GRADES.

3. SET PLATES FLUSH W/ ADJACENT SURFACES & REMOVE CONCRETE FINS.

5 DETECTABLE WARNING PLATES

1 1/2" = 1'-0"

LS-201LS 201

EXPANSION JOINT

(SIM.)

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

2"

8"4"

4"

DRILL OUT FOR DOWEL FOR EXISTING

GUTTER; SET IN EPOXY GROUT

6 ACCESSIBLE RAMP

3/4"=1'-0"

LS-201LS 201

CONCRETE PAVING - TYPICAL

(SIM.)

GR

AD

E

BR

EA

K

GR

DE

RE

KKK

RERE

DEDE

GRGRGR

AD

E

BR

EA

K

FGFGG

FG

LS-203LS 203

HANDRAIL

ACCESSIBLE RAMP

6" EMBEDDED POST; CORE DRILL OR

COORDINATE TO PRESET SLEEVE

(TYP.)

6" 6"

4' -0

(T

YP

6" (T

YP

10"

5'-0"

10"

FGFG FG

1'-11" 6'-0"

SB-201SB 201

UTILITY CROSSING

(TYP.)

2" PREFORMED EXPANSION

JOINT FILLER

(TYP.)

SB-201SB 201

TURN-DOWN SLAB

(SIM.)

7 TEMPORARY AGGREGATE BASE

1"=1'-0"

71 2" (M

AX

1' -0

M

AX

A2 - AGGREGATE; REFER TO PRODUCT

SCHEDULE 1/LS-211

2 x 8 LUMBER EDGING & 2 x 4 STAKE OR

EQUIVALENT

FILTER FABRIC; TURN UP AT EDGES

COMPACTED SUBGRADE

6" M

IN

NOTES:

1. INSTALL AGGREGATE BASE & TRAILER INSTALLATION APPURTENANCES PER TRAILER VENDOR'S WRITTEN SPECIFICATIONS.

2. FOR AGGREGATE GRADES, REFER TO CG- PLANS.

3. IMMEDIATELY FOLLOWING TRAILER REMOVAL, REMOVE BASE MATERIALS, LOOSEN SUBGRADE TO 6" DEPTH & INSTALL

TOPSOIL TO PRECONSTRUCTION GRADES & TURF SOD PER 329000. PROVIDE POSITIVE DRAINAGE.

6"

M

AX

1' -6

(M

IN

1' -6

(M

IN

SITE DEVELOPMENT DETAILS

LS-201

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

A M T D

S td D W G

T o

P D F .p c

6 SPILL KIT

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2' -1

1 2"

2'-0"

A1 - AGGREGATE

REFER TO PRODUCT SCHEDULE

ANCHOR PER MFR'S

WRITTEN SPECIFICATIONS

(TYP.)

2'-0"

Traash TrashaFlower VasesVasesV Flowe

A2 - AGGREGATE

REFER TO PRODUCT SCHEDULE

FILTER FABRIC (TYP.)

1 FLOWER WATERING STATION

1"=1'-0"

AA

SECTION A-A

ADJACENT PAVING; REFER

TO LS-10x PLANS

EQ.

EQ

LS-206LS 206

HYDRANT

8'-0"

(2) RECEPTACLES FURNISHED

BY GOVERNMENT;

COORDINATE W/ COR

EQ.

21 2"

VI

F

R6"

EQ

1' -6

NOTES:

1. REFER TO HYDRANT DETAIL 1/LS-206 FOR PLUMBING.

2' -1

0"

6"

1' -6

2'-10"

7"

2"

ANCHOR W/ STAINLESS STEEL RIVETS

8" PLATE ALUMINUM

NOTES:

1. ANCHOR TO HYDRANT PER HYDRANT MFR'S WRITTEN SPECIFICATIONS.

2. RELIEVE EXPOSED EDGES.

RECESSED GRAPHIC &

LETTERING; BLACK

2 HYDRANT SIGN

6"=1'-0"

3 GETTYSBURG TABLET

3/8"=1'-0"

EXISTING STONE TABLET

NOTES:

1. REFER TO GEOTECHNICAL REPORT FOR EARTHWORK REQUIREMENTS.

2. COORDINATE DEMOLITION SEQUENCE, ROAD CLOSURE, AND NEW WORK W/ CEMETERY DIRECTOR AND COR.

REMOVE TABLET FROM EXISTING FOOTING AND IMMEDIATELY INSTALL ON NEW FOOTING. REPAIR ADJACENT

GRADE, INCLUDING NEW TOPSOIL & TURF.

3. DO NOT DAMAGE STONE, PLAQUES, OR HARDWARE.

4. CONTRACTOR OPTION: IN THE PRESENCE OF COR, REMOVE PLAQUES PRIOR TO LIFTING TABLET. RE-INSTALL

IMMEDIATELY FOLLOWING INSTALLATION OF TABLET AT FINAL POSITION.

5. SETTING BED: HIGH-STRENGTH, NON-SHRINK NON-METALLIC GROUT; QUIKRETE NON-SHRINK PRECISION GROUT

OR EQUAL, AS APPROVED BY COR.

EXISTING PLAQUE

(TYP.)

FOOTING & RELATED EARTHWORK;

REFER TO STRUCTURAL DETAILS

A - ELEVATIOND - ELEVATION

32" - 34" SETTING BED W/ STAINLESS STEEL

SHIMS @ MAX. 16" O.C.

RESET ORIGINAL ANCHOR PINS, IF USED; IF

DAMAGED, REPLACE W/ IDENTICAL

UNDAMAGED PRODUCTS; GROUT SOLID

EX

IS

TI

NG

B

AT

TE

R

PL

UM

B

PL

UM

B

PL

UM

B

D B D

FG

A

C

B D

PLAN

ADJACENT EXISTING CURB

TABLET

EDGE OF FOOTING

BELOW

±2 '-8

A

4 FUEL TANK

3/8"=1'-0"

NOTES:

2. REFER TO FUEL TANK COMPONENTS SCHEDULE, LS-111.

3. FOR DECAL LOCATIONS, REFER TO 5/LS-202.

4. PLUMB HOSES AND LOCATE COMPONENTS TO PROVIDE UNOBSTRUCTED ACCESS BETWEEN BOLLARDS

UNLEADED

LS-204LS 204

SCREEN FENCE

(BEYOND)

LS-201LS 201

CONCRETE PAVING

HEAVY DUTY (SIM.)

1'-6"

4' -0

" M

IN

8"

1'-6"

8'-0"

±1'-6"

LS-203LS 203

BOLLARD 2 (TYP.)

FOREGROUND

0 0

1 0

FLAMMABLECOMBUSTIBLE

DIESEL UNLEADED

±12'-2"

EQ. EQ.

1'-0" 1'-0" 1'-6"

S P I L L

SPILL KIT SIGN;

REFER TO PRODUCT

SCHEDULE, LS-2111"

LS-202LS 202

SPILL KIT

SB-201SB 201

TURN-DOWN SLAB

(SIM.)

0 0

1 0

FLAMMABLECOMBUSTIBLE

DIESEL UNLEADED

DIESEL

UN

LE

AD

ED

COMBUSTIBLE FLAMMABLE

DIESEL UNLEADED

5 DECALS

1/2"=1'-0"

A

B

C

D

DIESEL UNLEADED

A

C

B D

NOTES:

1. COMPLY WITH LATEST REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

2. REFER TO FUEL TANK COMPONENTS SCHEDULE, LS-111.

DIESEL UNLEADED

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-202

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

6 ENLARGEMENT

3" = 1'-0"

MORTISE

FRONTT

Ce

C. PLAN

A. FRONT ELEVATIONB. SECTION

1 4" 1 4"

1/8"

1/ 8"

MORTISE

#10 x 4" COARSE THREAD

WOOD SCREW(TYP.)

NOTES:

5. FASTENERS: HDG ASTM A153 OR POLYMER-COATED HARDWARE.

6. PREDRILL & COUNTERSINK ALL WOOD SCREWS.

SET SCREW; #8 x 23

4" COARSE

THREAD WOOD SCREW (TYP.)

MORTISE

FR

O

NTT

5 TEMPORARY CEMETERY OFFICE SIGN

1"=1'-0"

Temporary Cemetery Office

2' -0

21 2" 1'

-2 1 2"

C. PLAN

EQ

2'-9"

A. FRONT ELEVATION

FG

B. SECTION

EQ.

POST; 2 x 6 eee

CHARACTERS; 21

2" HEIGHT

HELVETICA MEDIUM

COMPACTED BACKFILL

NOTES:

1. FRAME & POSTS: DIMENSION LUMBER; PRESSURE TREATED ALSC HEM-FIR, ALSC DOUGLAS FIR-LARCH, OR SPIB MIXED SOUTHERN

PINE; S4S; SELECT STRUCTURAL; REFER TO SPECIFICATIONS

2. SIGN PANEL: 18" ALUMINUM SIGN BLANK; NO HOLES.

3. SIGN FACE: APPLIED EXTERIOR GRADE 4 MIL MIN. ADHESIVE VINYL W/ PRINTED DARK BROWN BACKGROUND TO MATCH PAINT &

WHITE PMS #454 CHARACTERS. ONE SIDE.

4. FINISH: FILL, SAND SMOOTH, PRIME & PAINT ALL VISIBLE WOOD SURFACES W/ EXTERIOR GRADE PREMIUM LATEX; DARK BROWN TO

MATCH EXISTING SITE SIGNAGE, AS DIRECTED BY COR.

5. PROVIDE FULL-SIZE PAPER MOCKUP FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

6. REMOVE SIGN, REPAIR FINISHED GRADED, AND INSTALL TURF SOD PER SPECIFICATIONS WHEN DIRECTED BY COR.

EQ

3' -6

R 34 "

SIGN PANEL

FRAME; 2 x 4 e

EQ.

EQ

EQ

TTTT

eeeeeeeee

LS-203LS 203

ENLARGEMENT

1 BOLLARD

3/4"=1'-0"

FLAT PLATE; RELIEVE EDGE;

WELD ALL AROUND

4"Ø SCHEDULE 80

GALVANIZED STEEL PIPE

NOTES:

1. ASSEMBLE & WELD IN SHOP AND GRIND SMOOTH WELDS, BURRS & DEFECTS PRIOR TO GALVANIZING. APPLY

GALVANIZED TOUCH-UP PAINT PER SPECIFICATIONS.

2. PREPARE GALVANIZED SURFACES PER ASTM D6386 STANDARD PRACTICE FOR PREPARATION OF ZINC (HOT-DIP

GALVANIZED) COATED IRON AND STEEL PRODUCT AND HARDWARE SURFACES FOR PAINTING. PROVIDE SMOOTH

FINISH PRIOR TO COLOR COATING.

3. COLOR COAT: PRIME & APPLY 2 COATS OF X1 PAINT, SAFETY YELLOW. REFER TO PRODUCT SCHEDULE 1/LS-211 &

SPECIFICATIONS.

C. EXISTING ASPHALT PAVEMENT

1'-6"

CORE DRILL EXISTING

ASPHALT

4' -0

2'

-0

E. FUEL TANK SLAB

1'-6"

D. HEADER

1'-6"

A. TYPICAL

4' -0

" M

IN

FG

FG

6" EQ. EQ.

B. EXISTING CONCRETE PAVEMENT

10"Ø

CONCEALED STAINLESS

STEEL SHIMS & GROUT

LEVELING BED

8" STEEL BASE PLATE W/ (4)

2" x 5" EXP. ANCHORS &

ACORN NUTS

4' -0

" M

IN

FG

FG

4' -0

" M

IN

FG

2 HANDRAIL - STAIR

3/4"=1'-0"

2' -1

0"

1'-0"EQ.EQ.

1' -0

51 2"

VI

F

2"Ø PIPE RAIL

5"Ø x 3

8" FLANGE, STAINLESS STEEL

EXPANSION ANCHORS & ACORN NUTS

PER MFR'S WRITTEN SPECIFICATIONS;

8" ROUNDOVER EXPOSED EDGES

LINE OF ADJACENT BUILDING

EXISTING STAIR

2'-0" VIF

R3"

(TYP.)

NOTES:

1. VERIFY EXISTING CONDITIONS PRIOR TO FABRICATION. ADJUST DESIGN AS APPROVED BY COR.

2. ALL METAL IS SCHEDULE 40 ALUMINUM PIPE UNLESS OTHERWISE INDICATED.

4. FINISHES: SHOP-PAINT ALL ABOVE-GRADE RAILING COMPONENTS, MEDIUM GLOSS BLACK. REFER TO 05 52 13 PIPE

AND TUBE RAILINGS.

5. WELD AND GRIND SMOOTH ALL JOINTS PRIOR TO FINISHING. FIELD WELDING IS PROHIBITED.

3 ACCESSIBLE PARKING SIGN

1"=1'-0"

1' -6

1'-0"

R1 14 " NEW YORK STATE VAN ACCESSIBLE PARKING

SIGN; ENGINEER GRADE PRISMATIC

REFLECTIVE SIGN FACE ADHERED TO MIN.

12 GAUGE ALUMINUM SIGN PANEL

ANCHOR W/ 14" MACHINE BOLTS W/ WASHERS

& NUTS; MAXIMUM 14" PROJECTION BEYOND

NUT; REMOVE BURRS

RESERVED

PARKINGKK

VAN

ACCESSIBLESSSSSSSSSSSSS

MFR'S STANDARD BASE PLATE & ANCHORS

MFR'S REFLECTIVE TAPE

(TYP.)

4' -4

6' -8

" M

IN

VI

F

8' -6

ADJACENT CONCRETE SIDEWALK

ACCESSIBLE PARKING SIGN POST

REFER TO PRODUCT SCHEDULE, LS-211

4 HANDRAIL - ACCESSIBLE RAMP

3/4"=1'-0"

2"Ø PIPE TOPRAIL

PREFORMED OUTSIDE CORNER

(TYP.)

2"Ø PIPE POST

4"Ø BOTTOM RAIL

4"- 38" VOID; GROUT SOLID; SLOPE

UNIFORMLY TO DRAIN

2' -1

0"

33 4"

1'-0"

4"

NOTES:

1. FOR PLAN LAYOUT, REFER TO LS-112. FOR ELEVATIONS, REFER TO CG-x PLANS AND AS-BUILT CONDITIONS.

2. VERIFY AS-BUILT CONDITIONS PRIOR TO FABRICATION. ADJUST DESIGN AS APPROVED BY COR.

3. PROVIDE NON-SHRINK GROUT, FULLY COMPATIBLE W/ INSTALLED COMPONENTS.

4. ALL METAL IS SCHEDULE 40 ALUMINUM PIPE UNLESS OTHERWISE INDICATED.

4. FINISHES: SHOP-PAINT ALL ABOVE-GRADE RAILING COMPONENTS, MEDIUM GLOSS BLACK. COAT IMBEDDED

SECTIONS WITH BITUMINOUS PAINT. REFER TO 05 52 13 PIPE AND TUBE RAILINGS.

5. WELD AND GRIND SMOOTH ALL JOINTS PRIOR TO FINISHING. FIELD WELDING IS PROHIBITED.

PRESET STAINLESS STEEL SLEEVE;

CONTRACTOR OPTION: CORE DRILL;

4"- 38" VOID

8"

GR

AD

E

BR

EA

K

GR

AD

E

BR

EA

K

3" 3"

DOME CAP

(TYP.)

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-203

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

1 GATE 1

3/8" = 1'-0"

9'-11 2"

OPENING

±4'-0"

EQ.

±4'-0"

EQ.

EX. POSTS & PANELS

TO REMAIN

EX. POSTS & PANELS

TO REMAIN

CUT EXISTING

PANEL TO FIT

CUT EXISTING

PANEL TO FITNEW GATES & GATE POSTS

A. ELEVATION

B. PLAN

LS-204LS 204

GATE 1 - ENLARGEMENT

AISLEA

NOTES:

1. VERIFY MIN. 90° OPERATION OF EACH GATE LEAF. ADJUST GRADE UNDER SWING AS NECESSARY & FEATHER INTO

ADJACENT GRADE AS DIRECTED BY COR. INSTALL TURF SOD PER SPECIFICATIONS IN ALL DISTURBED AREAS.

SCREEN WALL

COVERED STORAGE, BEYOND

EX. ADMINISTRATION

BUILDING

3 GATE 2

3/8" = 1'-0"

LS-204LS 204

GATE 2 - ENLARGEMENT

EX. FFE

EX FG

T/SLAB

2 GATE 1 - ENLARGEMENT

3/4" = 1'-0"

1'-4"

6' -0

4"

4' -0

" 3' -6

LOW-PYRAMID CAP

BOLT-ON HEAVY-DUTY STEEL

ADJUSTABLE HINGE

4" x 11 GA. SQUARE TUBE

GALVANIZED STEEL POST

1" x 11

2" MIN. ALUMINUM CHANNEL

RAIL, PREPUNCHED

8" ALUMINUM TRUSS ROD W/ TIGHTENER,

WASHERS & NUTS

4" x 14 GA. ALUMINUM SQUARE PICKET W/

PRESSED POINT; MATCH EXISTING

EQ(1)

2" MAX.

2"x 12 GA. ALUMINUM SQUARE TUBE

FRAME W/ LOW-PYRAMID ALUMINUM CAP

NOTES:

1. REFER TO DIVISION 32 SECTION "DECORATIVE METAL FENCES AND GATES."

2. ALL COMPONENTS ARE ALUMINUM UNLESS OTHERWISE INDICATED.

3. MATCH ADJACENT EXISTING COMPONENTS, UNLESS OTHERWISE INDICATED.

4. PROVIDE STAINLESS STEEL FASTENERS. FIELD PAINT W/ MFR'S POWDERCOAT TOUCH-UP PAINT.

5. ISOLATE DIVERGENT METALS PER SPECIFICATIONS.

6. PREPARE GALV. SURFACES PER ASTM D7803 & THE AMERICA GALVANIZERS ASSOCIATION'S PREPARING GALVANIZED STEEL FOR POWDER COATING.

7. VERIFY MIN. 90° OPERATION OF EACH GATE LEAF. ADJUST GRADE UNDER SWING AS NECESSARY & FEATHER INTO ADJACENT GRADE AS DIRECTED BY COR.

INSTALL TURF SOD PER SPECIFICATIONS IN ALL DISTURBED AREAS.

8. HASP: OVERLAPPING PLATE STYLE OR EQUIVALENT; SECURED BY HEAVY DUTY PADLOCK PROVIDED BY GOVERNMENT; EQUALLY ACCESSIBLE FROM BOTH

SIDES; CAPABLE OF HOLDING GATE SECURELY IN CLOSED POSITION WHEN CANE BOLT IS WITHDRAWN.

9. FINISH: POWDER COAT, BLACK, MEDIUM-GLOSS

HEAVY DUTY

GALVANIZED STEEL

HASP5

8" x 24" GALVANIZED

STEEL CANE BOLT W/

RETAINER BRACKETS

CIP CONCRETE FOOTING

W/ 1"Ø GALVANIZED

STEEL SLEEVE; 1"

CHAMFER EXPOSED EDGE

CIP CONCRETE FOOTING

COMPACTED SUBGRADE

1' -0

1""

9"

2"

MAX.

EQ(1)

2" MAX.

EQ(2)EQ(2)

M

AT

CH

EX

IS

TI

NG

M

AT

CH

EX

IS

TI

NG

4 GATE 2 - ENLARGEMENT

3/4" = 1'-0"

6' -0

6"

EQ.

±3"

2" 2" EQ.

±3"

4" SQ. POST

LS-201LS 201

CONCRETE HEADER

(SIM.)

HEAVY-DUTY ADJUSTABLE HINGE

1" x 2" PUNCHED CHANNEL TOP RAIL

1" SQ. BAR PICKET W/ FORGED POINT

2" SQ. FRAME

2"

2" x 2" BOTTOM RAIL

CIP CONCRETE FOOTING

FG

COMPACTED SUBGRADE

ADJACENT EXISTING

FOUNDATION WALL

NOTES:

1. ALL COMPONENTS ARE GALVANIZED STEEL UNLESS OTHERWISE INDICATED.

2. PROVIDE STAINLESS STEEL FASTENERS. FIELD PAINT W/ FINISH MFR'S TOUCH-UP PAINT.

3. REFER TO DECORATIVE STEEL FENCES, DIVISION 32 SECTION "DECORATIVE METAL FENCES AND GATES."

4. HASP: SECURED BY HEAVY DUTY PADLOCK PROVIDED BY GOVERNMENT; EQUALLY ACCESSIBLE FROM BOTH SIDES.

5. FINISH: PAINT BLACK, MEDIUM GLOSS.

HEAVY-DUTY HASP

5'-7" VIF

8" x 1" x 51

2"Ø FORGED STEEL CIRCLE

F1 FINIAL; REFER TO PRODUCT

SCHEDULE 1/LS-211

F2 FINIAL; REFER TO PRODUCT

SCHEDULE 1/LS-211

4'-0"

2"

1'-0"

2' -0

" M

IN

4' -0

" M

IN

5 SCREEN FENCE

1/2"=1'-0"

INTERMEDIATE POST; 5" x 2"

RECTANGULAR TUBE W/ WELDED FLAT

CAP (TYP.)

LS-2044 TERMINAL POST; 5" SQUARE TUBE

W/ WELDED FLAT CAP (TYP.)

10" SQ. x 38" BASE PLATE

WELD TO POST

(3) 54 x 6 WOOD BOARDS

(TYP.)

2 x 2 WOOD BOARDS

(TYP.)

4" GAP (TYP.)

6'-0" MAX.

NOTES:

1. ALL METAL IS GALVANIZED STEEL, UNLESS OTHERWISE INDICATED. SHOP-PAINT POSTS BLACK; MATCH HANDRAILS.

2. ASSEMBLE IN SHOP AND GRIND SMOOTH WELDS, BURRS & DEFECTS PRIOR TO FINISHING. APPLY GALVANIZED TOUCH-UP

PAINT PER SPECIFICATIONS.

2. FIELD WELDING IS PROHIBITED.

3. PREPARE GALVANIZED SURFACES PER ASTM D6386 STANDARD PRACTICE FOR PREPARATION OF ZINC (HOT-DIP

GALVANIZED) COATED IRON AND STEEL PRODUCT AND HARDWARE SURFACES FOR PAINTING. PROVIDE SMOOTH FINISH.

4. BOARD SCREWS: STAINLESS STEEL TORX OR SQUARE DRIVE DRILLING MACHINE SCREWS.

5. WOOD: BOARDS; NLGA, WCLIB, OR WWPA WESTERN RED CEDAR; GRADE C & BETTER; S4S.

6. SPACING: MAINTAIN EQUAL SPACING OF POSTS WITHIN EACH FENCE RUN.

6' -9

1 4"

2" x 3" ANGLE, BEYOND

(TYP.)

2"

2"

4" x 10" x 3

8" BASE PLATE;

WELD TO POST

EXPANSION ANCHOR W/

WASHER & ACORN NUT

(TYP.)2'

-0

LS-201LS 201

CONCRETE HEADER

(SIM.)

BOARD SCREW, COUNTERSUNK

(TYP.)

6 SCREEN FENCE

3"=1'-0"

BOARD SCREW; COUNTERSINK FLUSH W/

SUBSTRATE; PREDRILL IF NECESSARY TO

PREVENT CHECKING & CRACKING

3 4" (T

YP

EQ

EQ

4"

2" 1'

-0

(T

YP

#5 HEX HEAD DRILLING SCREW W/ FLANGE;

GALVANIZED STEEL

4x FENCE BOARD

2x FENCE BOARD

POST

ANGLE BRACKET

ENCLOSURE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-204

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

1 TEMPORARY CEMETERY OFFICE TRAILER

1/2" = 1'-0"

6'-4" TEMPORARY SIDEWALK; REFER TO

LS-x PLANS

NOTES:

1. REFER TO PRODUCT SCHEDULE, LS-211.

2. REFER TO 7/LS-201 AND LS-111 FOR BASE CONDITION.

3. PROVIDE MFR'S INTERIOR CARPET IN RECEPTION AND OFFICE. PROVIDE SAMPLE TO COR FOR REVIEW AND APPROVAL PRIOR TO ORDERING.

4. PROVIDE VENDOR'S FULL-SIZE REFRIGERATOR, MICROWAVE, CAFE TABLE.

5. FURNISHINGS BY CEMETERY, INSTALLED AND REMOVED BY CONTRACTOR, UNLESS OTHERWISE INDICATED. COORDINATE W/ COR.

6. PROVIDE VENDOR'S DATA PACKAGE. REFER TO ET-201 FOR ADDITIONAL REQUIREMENTS.

7. UTILITIES SHOWN ARE APPROXIMATE. REFER TO PLANS.

SPLASH BLOCK (TYP.)

REFER TO ARCHITECTURAL PLANS

0 1 2 4 6

T T

T T

TTTT

T

T

TT

EEEEEEEEE

E

E E

E E

EE

EE

EE

W W

W W

WWWWWWWWWW

W

W

W W W

SA

N

SA

N

SA

N

SA

N

SA

N

SA

NNNN

SAN

SANSANSAN

SANN

SA

NWW

LOCKING FULL

HT GLASS DOOR

LOCKING SOLID DOOR W/

GLASS OBSERVATION

WINDOW & TRANSOM

GL

AS

S

PA

RT

IT

IO

NS

; F

RO

ST

ED

BE

TW

EE

N

2' A

ND

' A

BO

VE

F

FE

W

IN

DO

W

W

IN

DO

W

W

IN

DO

W

FULL HT

GLASS PANEL

FULL HT

GLASS PANEL

FULL HTT

GLASS PANELN

FULL HT

GLASS PANEL

FULL HT

GLASS PANEL

FULL HT

GLASS PANEL

FULL HT

GLASS PANELA

EG

RE

SS

D

O O

R W

O

BS

ER

VA

TI

O N

W

IN

DO

W

A/CA/CA/CA/CA/C

PLUMBING

CONNECTIONS

WINDOWWINDOW

RAIN WATER LEADER

(TYP.)

8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

40'-21 2"

'-1

01 2"

7'-71 2" 13'-3" 18'-01

2"

REFR.

IT/DATA

REFER TO

2/ET-201

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-205

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

P M T D

S td D W G

T o

P D F .p

1/2" PEX X 1/2" MNPT ADAPTER, SHARKBITE PN

K120WP6, AND 3/4" X 1/2" BRASS T.T. BUSHING

3/4" PRESSURE REGULATOR SET TO 40 PSI,

WATTS LFN55BM1-DU

3/4" BRASS OR STAINLESS STEEL

PIPE & FITTINGS

1" NPT BALL VALVE CURB STOP WITH WASTE,

FORD METER BOX CO. MODEL B11-444SW

1" x 3/4" BRASS T.T. BUSHING

VALVE BOX TYPE 1; REFER TO

PRODUCT SCHEDULE, LS-211

1" BRASS OR STAINLESS STEEL

PIPE & FITTINGS

NYSDOT #1ST OR #1A AGGREGATE W/

FILTER FABRIC SURROUND (TYP.)

VALVE BOX TYPE 2

REFER TO PRODUCT SCHEDULE, LS-211

4' -0

1" PEX x 1" MALE NPT

THREADED BRASS ADAPTER

1" PEX SUPPLY LINE

2 CU. FT. AGGREGATE DRAIN SUMP

W/ FILTER FABRIC SURROUND

1' -6

B. EXTENDED ELEVATION

2" PEX; SLOPE TO DRAIN TO

CURB STOP WASTE PORT

SLEEVE; 1" PVC CL 200 PIPE

SWEEP; 1" x 90 PVC; MIN.

5" INSIDE RADIUS

SQ. STEEL POST;

4" x 3

16" WALL THICKNESS; PAINT PER 05 50 00;

MATCH RECEPTACLES

LS-206LS 206

ENLARGEMENT

1 HYDRANT

1"=1'-0"

2' -6

LS-201LS 201

EXPANSION JOINT (SIM.)

DELETE DOWEL

4" BRASS NPT MALE SCHRADER VALVE

2" BRASS OR STAINLESS STEEL

PIPE & FITTINGS

A. PLAN

3'-0"

6"

2' -1

1 2"

4' -0

2' -6

1'-2"Ø

FAUCET VALVE; REFER TO

PRODUCT SCHEDULE LS-212

2 ENLARGEMENT

3"=1'-0"

#10 x 1" STAINLESS STEEL

PAN HEAD SCREW

R344"

8" 3"

2" x 3" x 14" BRASS FACE PLATE;

RELIEVE EXPOSED EDGES; MATCH

FAUCET FINISH; PREDRILL & TAP POST

8" x 12" NPT BRASS NUT

8" I.D. BRASS EXTERNAL

TOOTHED LOCK WASHER

2" PEX x 12" MALE SWEAT COPPER

ELBOW; SOLDER TO INSIDE OF

WATER SPIGOT; LEAD FREE

LS-202LS 202

HYDRANT SIGN

#10 x 12" STAINLESS STEEL PANHEAD

SCREW; PREDRILL & TAP POST

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLCF

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

BJ; IL BJ; TJ

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

SITE DEVELOPMENT DETAILS

LS-206

G .0 .1

W o o d la w n

F a c

R e n

IC

C a d d o c s

L S S it e d e v p la n d e ta il s .d w g

P M T D

S td D W G

T o

P D F .p