803CM3014 Bath NC Exp Dwg Bk 03 32-46.pdf

PDF 15 MB Posted Jul 28, 2021

Attached to: Y1PZ--BATH NATIONAL CEMETERY GRAVESITE EXPANSION, PHASE 1, CONSTRUCTION PROJECTS PROJECT NO. 803CM3014
Solicitation number: 36C78621B0020
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This pre-solicitation notice provides details for solicitation number 36C78621B0020 for construction services at the Bath National Cemetery in Bath, New York. The Department of Veterans Affairs National Cemetery Administration requires a firm fixed price contract for gravesite expansion, including construction of all necessary labor, equipment, materials, tools and supervision. The base contract is for gravesite expansion and a separate line item is included for procurement and delivery of pre-placed crypts. The contract value is estimated between $2 million to $5 million. The solicitation will be set aside for service-disabled veteran owned small businesses and issued via beta.SAM.gov on July 29, 2021, with bids due September 10, 2021. Interested vendors must be registered and verified in the Vendor Information Pages database.

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A0003 Bath Nalt Cem 202136C78621B0020.pdf	PDF	Sep 9, 2021
803CM3014 Vendor Questions 01 and Answers.pdf	PDF	Aug 27, 2021
Amentment (A0001) Bath Nalt Cem - 36C78621B0020.pdf	PDF	Aug 27, 2021
803CM3014 Vendor Questions and Answers 02.pdf	PDF	Aug 27, 2021
36C78621B0020.docx	DOCX document	Jul 28, 2021
803CM3014 Bath NC Exp SOW.pdf	PDF	Jul 28, 2021
Wage Determination Dais Bacon Bath Nalt Cem.pdf	PDF	Jul 28, 2021
803CM3014 Bath NC Exp Dwg Bk 02 13-31.pdf	PDF	Jul 28, 2021
803CM3014 Bath NC Exp Specifications.pdf	PDF	Jul 28, 2021
803CM3014 Bath NC Exp Dwg Bk 01 1-12.pdf	PDF	Jul 28, 2021

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GRAVESITE CONTROL MARKERS

I.D. NORTHING EASTING

1.1 858967.5792 1481059.2889

1.2 858959.4187 1481011.9877

1.3 859014.8804 1481051.1284

1.4 859006.7199 1481003.8272

1.5 859062.1817 1481042.9679

1.6 859054.0211 1480995.6667

1.7 859049.9409 1480972.0160

1.8 859109.4829 1481034.8074

1.9 859101.3224 1480987.5061

1.10 859097.2421 1480963.8555

1.11 859156.7841 1481026.6468

1.12 859148.6236 1480979.3456

2.1 859276.0845 1481280.2041

2.2 859232.5240 1481300.3655

2.3 859210.7438 1481310.4463

2.4 859254.6629 1481233.9211

2.5 859211.1024 1481254.0825

2.6 859174.8020 1481270.8837

2.7 859233.2414 1481187.6381

2.8 859189.6809 1481207.7995

2.9 859153.3805 1481224.6007

2.10 859138.8603 1481231.3212

2.11 859204.5596 1481144.7150

2.12 859168.2593 1481161.5165

2.13 859131.9589 1481178.3177

2.14 859102.9186 1481191.7587

2.15 859161.3578 1481108.5127

2.16 859146.8378 1481115.2335

2.17 859110.5374 1481132.0347

2.18 859074.2370 1481148.8359

2.19 859089.1158 1481085.7517

2.20 859052.8154 1481102.5529

4.1 859291.8707 1481045.7915

4.2 859280.1140 1481184.6510

4.3 859261.6385 1481144.7179

4.4 859347.4628 1481206.3798

4.5 859327.3077 1481162.8164

4.6 859308.8322 1481122.8832

4.7 859392.1833 1481185.6894

4.8 859372.0282 1481142.1259

4.9 859353.5527 1481102.1928

6.1 859436.9039 1481164.9989

6.2 859416.7488 1481121.4355

6.3 859398.2733 1481081.5023

6.4 859466.7593 1481124.7418

6.5 859456.6817 1481102.9601

6.6 859438.2062 1481063.0269

PREPLACED CRYPTS

I.D. NORTHING EASTING

C0 859272.9346 1481273.3985 C1 859266.9343 1481279.4805 C2 859253.6520 1481288.9338 C3 859210.1137 1481309.0850 C4 859195.2931 1481296.1101 C5 859179.2124 1481280.4126 C6 859158.1141 1481253.8377 C7 859138.2303 1481229.9600 C8 859123.4097 1481216.9850 C9 859102.2886 1481190.3974

C10 859084.9478 1481171.9774 C11 859060.0457 1481137.2226 C12 859046.1854 1481107.2744 C13 859075.2257 1481093.8335

C14 859091.0060 1481089.8355 C15 859099.5262 1481089.1978 C16 859108.0463 1481088.5601 C17 859116.5665 1481087.9224 C18 859126.3468 1481090.0072 C19 859136.1270 1481092.0920 C20 859147.1674 1481096.8993 C21 859158.2333 1481101.7018 C22 859184.0943 1481119.4841 C23 859198.9149 1481132.4590 C24 859220.0104 1481159.0515

LAYOUT TABLES

SECTION MONUMENTS

M1.1 858968.4293 1481064.2161 M1.2 859143.1903 1481053.6794 M2.1 859036.3269 1481087.0046 M2.2 859285.2420 1481252.5826 M4.1 859296.5082 1481220.0856 M4.2 859385.8651 1481194.1217 M6.1 859402.7003 1481186.3328 M6.2 859478.9363 1481151.0614

FLOWER WATERING STATIONS

F.1 859080.8109 1481051.5469 F.2 859238.1323 1481174.4906 F.3 859349.0701 1481216.6546

BENCH PAD

B.1 858980.6140 1481119.2558 B.2 858970.9530 1481119.9724

GATES

G.1 859606.6583 1481199.3979 G.2 859234.6784 1480826.1502

SIGNS

SD.1 858889.2949 1481017.4387

SD.2 859106.1673 1481076.4030

SD.3 859218.2884 1481104.1358

SD.4 858946.7680 1481067.9458

SD.5 858922.1187 1481085.3079

WALL

W.1 859041.3391 1481124.9891 W.2 859029.2646 1481133.1058 W.3 859019.5289 1481135.0750 W.4 859011.2179 1481129.5999 W.5 858996.6678 1481108.0101 W.6 858979.9683 1481097.3130 W.7 858953.7225 1481117.5744

CONTROL POINTS

NORTHING EASTING

SECTION V - EXISTING GRID MARKERS

V1 858992.8504 1481155.9462 V2 859060.4386 1481224.4968 V3 859112.8177 1481310.6100

EXISTING FENCE

END

POST 859200.6169 1481410.5265

1. FOR LAYOUT POINTS, REFER TO 1/LS-101.

2. PRIOR TO STAKEOUT, FIELD LOCATE CONTROL POINTS IN

RELATION TO PROPERTY BOUNDARY.

3. REFER TO LS-30X FOR GRAVESITE NUMBERING PLANS.

LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

# FRONT OF SECTION

TPF

TREE PROTECTION FENCE

EXISTING BRUSH AND GRASSES

F-x

SD.x SD.x

LS-205

FLOWER WATERING STATION

LS-206

DIRECTIONAL SIGN

SD.1-.4

4 4

LS-204

GUARD

3 3

LS-204

SEGMENTAL RETAINING WALL

LS-203

SECTION MONUMENT

LS-203

GRAVESITE CONTROL MARKER

LS-204

CHAIN LINK FENCE

LS-204

CHAIN LINK GATE##

1 1

LS-204

CONCRETE PAVING

PEDESTRIAN

2 7

LS-204

BENCH

LS-203

PREPLACED CRYPT - STANDARD

LS-203

PREPLACED CRYPT - PERIMIETER

IN-GROUND CREMAINS PLOT

SD.5 3

LS-206

DIRECTIONAL SIGN

SD.5

11721174

117411761178

DI-4

DI-2

CB-5

DI-1

OUTLET

CTRL MH

CB-4

CB-6 L

L O

LOWLOWLOWLOWLOWL

L O

M6.16

M6.26

6.16.3 6.2

6.6 6.5

6.4

MATCHLINE

SITE DEVELOPMENT PLAN

NORTH

LS-101

0 10 20 40 60

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

KEY

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

# FRONT OF SECTION

TPF

TREE PROTECTION FENCE

EXISTING BRUSH AND GRASSES

F-x

SD.x SD.x

LS-205

FLOWER WATERING STATION

LS-206

DIRECTIONAL SIGN

SD.1-.4

4 4

LS-204

GUARD

3 3

LS-204

SEGMENTAL RETAINING WALL

LS-203

SECTION MONUMENT

LS-203

GRAVESITE CONTROL MARKER

LS-204

CHAIN LINK FENCE

LS-204

CHAIN LINK GATE##

1 1

LS-204

CONCRETE PAVING

PEDESTRIAN

2 7

LS-204

BENCH

LS-203

PREPLACED CRYPT - STANDARD

LS-203

PREPLACED CRYPT - PERIMIETER

IN-GROUND CREMAINS PLOT

SD.5 3

LS-206

DIRECTIONAL SIGN

SD.5

1. FOR LAYOUT POINTS, REFER TO 1/LS-101.

2. PRIOR TO STAKEOUT, FIELD LOCATE CONTROL POINTS IN

RELATION TO PROPERTY BOUNDARY.

3. REFER TO LS-30X FOR GRAVESITE NUMBERING PLANS.

11761178

801180

11881190

N56° 01' 30.09"ESOUTH PL

DMH-2CB-3

DHM-1

CB-2

CB-1

DI-3

F.1

F.3

SD.1

SD2

SD.4

L O

M 2.2

M2.1 2

M1.1

M1.2

M 4.1

M4.24

C24

C22

C12

C11

1.11

1.12

4.74.9 4.8

4.14.3 4.2

4.44.6 4.5

172.

SD.3

T P

W.1 W.2

W.3 W.4

B.1

B.2

W.6

W.7

W.5

1.5

1.6

1.8

1.9

1.3

1.4

1.1

1.2

1.7

1.10

C23

C21

C6 C7

C10

C20

C19 C18

C17

C16

C15

C14

C13

T P

182.

MATCHLINEMATCHLINE

EXISTING

FENCE POST

5' -0

4'-0"

9' -8

R25'-0"

R13'-0"

L O

117'-9"

LS-206

CEMETERY MAP SIGN

SM.1EXISTING FLORAL

REGULATIONS SIGN

0 10 20 40 60

SITE DEVELOPMENT PLAN

SOUTH

LS-102

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

KEY

INSET B

INSET C

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

SC.1 - CONSTRUCTION SIGN

1"=1'-0"

2' -0

4' -5

" T O

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

BATH NATIONAL CEMETERY

GRAVESITE EXPANSION

GENERAL CONTRACTOR:

PRIME A/E FIRM: WALKER FEDERAL SERVICES

VA OFFICE OF DESIGN & CONSTRUCTION SERVICES

8'-0"

6' -0

1' -7

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

OR PLASTIC CORE W/ EDGES

PHYSICALLY SEALED

2 x 4 FRAMING

(TYP.)

"NEW VA BLUE" BACKGROUND

W/ WHITE LETTERING

WHITE BACKGROUND W/ RED

SOLID FILL & WHITE LETTERING

WHITE 1'-6"

SC.2 - SAFETY SIGN

1"=1'-0"

A. ELEVATION B. SECTION

4'-0"

3' -0

-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-201

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

1'-6"

ITEM MANUFACTURER MODEL SIZE FINISH COLOR OTHER

FURNISHINGS

F1 - TRASH RECEPTACLE

VICTOR STANLEY;

301-855-8300

S-42 36-GALLON

ANODIZED

RAL, TBD; MATCH

SIGN INSTALLED

2021 AT PUBLIC

PARKING

DECALS AS INDICATED; TAPERED TOP; RIGID PE LINER

F2 - VASE RECEPTACLE S-424 36-GALLON DECALS & NCA-STANDARD LID AS INDICATED, RIGID PE LINER

F3 - WATER CASK CUSTOM, SIMILAR TO

MFR'S S-6 AS INDICATED DECALS & NCA-STANDARD LID AS INDICATED, RIGID PE LINER

W/ NO DRAIN HOLES

P3.1 - FAUCET HAWS; 775-359-4712 6252EHLF 1

2" INLET MFR'S STANDARD N/A

MASONRY

M1 - SEGMENTAL

RETAINING WALL UNIT KEYSTONE RETAINING

WALL SYSTEMS, LLC COMPAC III HEWNSTONE

8" H x 18" W x 12" D

MFR'S STANDARD ANTIQUE GRAY

PROVIDE MFR'S STANDARD MATCHING OUTSIDE

CORNER/END UNITS; VERIFY MATCH TO EXISTING WALL AT

SECTION B INSTALLED IN 2021

M1.1 - CAP UNIT MFR'S STANDARD MATCH M1

M2 - GRANITE NORTH CAROLINA GRANITE

CORP.; 800-227-6242 MOUNT AIRY WHITE N/A AS INDICATED MFR'S STANDARD VERIFY MATCH TO EXISTING SECTION V SECTION MARKERS

RAILINGS

R1 - GUARD AMERISTAR FENCE;

888-333-3422

MONTAGE PLUS;

MAJESTIC 42" H E-COAT RAL, TBD; MATCH

RECEPTACLES

PROVIDE CUSTOM COLOR INDICATED; PROVIDE MFR'S

STANDARD 20-YEAR FINISH WARRANTY

R1.1 - POST BASE STRATA SYSTEMS;

800-680-7750 SLEEVE-IT SD-1 24" HT. N/A N/A

OTHER

X1 - DRAIN PIPE SCREEN RADON AWAY;

800-767-3703

PIPE GUARD/VARMINT

GUARD FOR 4" SCHED. 40 4" N/A N/A

X2 - SURVEY MARKER BERNSTEN INT'L.;

800-518-0934

C35D DOMED SURVEY

MARKER 31

2"Ø MFR'S STANDARD N/A PROVIDE (1) X3.1 CERAMIC MAGNET W/ EACH X3 SURVEY

MARKER

X2.1 - CERAMIC MAGNET CAPMAG 1

2"Ø x 14" N/A N/A

PRODUCT SCHEDULE

1"=1'-0"

SITE DEVELOPMENT DETAILS

LS-201

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

GENERAL:

1. FABRICATE, INSPECT, HANDLE, AND INSTALL CRYPTS IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.

2. REFER TO 03 48 21 FOR SPECIFIC CRYPT REQUIREMENTS.

FABRICATION:

1. SUBMIT FOR COR'S REVIEW SEALED ENGINEERING CALCULATIONS AND DRAWINGS FOR THE DESIGN OF CRYPTS, PREPARED AND SEALED BY THE CRYPT

SUPPLIER'S ENGINEER. THE ENGINEER SHALL BE A QUALIFIED STRUCTURAL ENGINEER, LICENSED IN THE STATE OF NEW YORK. OBTAIN COR'S APPROVAL OF SEALED STRUCTURAL DESIGN CALCULATIONS AND DRAWINGS PRIOR TO FABRICATION.

2. EXCEPT FOR THE MINIMAL INTERIOR AND LAYOUT LINE DIMENSIONS, CRYPT DIMENSIONS GIVEN ARE FOR GENERAL SIZING PURPOSES ONLY.

DRAWINGS HEREIN ARE REPRESENTATIVE OF A POSSIBLE CRYPT DESIGN AND ITS DIMENSIONS. ACTUAL CRYPT DESIGN IS BY OTHERS. SUBMIT ALL

DIMENSIONS FOR REVIEW AND APPROVAL.

3. THE FINAL DESIGN SHALL MAINTAIN THE FOLLOWING MINIMAL INTERIOR DIMENSIONS:

INTERIOR WIDTH: 30" MINIMUM

INTERIOR LENGTH: 86" MINIMUM

VERTICAL CLEARANCE (TOP OF LOWER CASKET REST TO BOTTOM OF SHELF AND TOP OF CASKET REST ON SHELF TO BOTTOM OF LID): 25"

INSTALLATION:

1. UNLOAD CRYPTS TO A DESIGNATED STORAGE AREA, IN COORDINATION WITH THE COR.

2. PRIOR TO COMMENCEMENT OF INSTALLATION WORK, CONTRACTOR AND THE COR SHALL INSPECT & CERTIFY THAT CRYPTS ARE UNDAMAGED IN THE

STORAGE AREA AND THAT ANY DAMAGE TO CRYPTS DURING INSTALLATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

3. LAYOUT OF CRYPTS SHALL BE BASED ON THE DATA PROVIDED FOR GRAVESITE CONTROL MARKERS. REFER TO SITE DEVELOPMENT PLANS LS-10x.

4. PLACEMENT OF THE GRAVESITE CONTROL MARKERS SHALL OCCUR AFTER PLACEMENT OF ALL CRYPTS. TO ENSURE ACCURATE MARKER PLACEMENT, HAND-EXCAVATE SUFFICIENT MATERIAL IN THE PROXIMITY OF EACH MAKER TO EXPOSE ADJACENT CRYPT LID CORNERS. REPLACE & REPAIR ALL EXCAVATED MATERIAL AFTER PLACEMENT OF MARKERS TO COR'S SATISFACTION. BASE MARKER PLACEMENT ON THE ACTUAL INSTALLED CRYPT

LOCATIONS; RECORD ANY DEVIATIONS FROM THE PLANS ON THE AS-BUILT DRAWINGS.

5. PROVIDE SURVEY CERTIFICATION OF CRYPT PLACEMENT PER 03 48 21 PRIOR TO INSTALLING JOINT FILL BETWEEN CRYPTS.

6. NO VEHICLE OR EQUIPMENT THAT CREATES A LOAD CONDITION HIGHER THAN THAT OF A SINGLE AXLE LOAD OF GREATER THAN 12,000 LBS. SHALL BE

ALLOWED ON CRYPTS. REFER TO SPECIFICATIONS 03 48 21 FOR ADDITIONAL CONSTRAINTS.

7. FINISHED GRADE AND SUBGRADE SLOPES, EXCEPT BOTTOM OF SUBDRAIN TRENCHES, SHALL BE PARALLEL WITHIN EACH SINGLE CRYPT FIELD. SLOPES

MAY DIFFER BETWEEN INDIVIDUAL CRYPT FIELDS. REFER TO GRADING PLAN FOR EACH BURIAL SECTION.

8. MAINTAINING DEPTH OF COVER OVER ALL CRYPT LIDS IS CRITICAL. PROVIDE THE MEANS AND METHODS TO VERIFY DEPTH OF COVER. INSUFFICIENT

AND EXCESS DEPTHS SHALL BE REMEDIED PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

9. IT IS CRITICAL TO MAINTAIN COVERAGE OVER THE FINISHED CRYPTS AT 20" MINIMUM TO 22 MAXIMUM (6" TOPSOIL, 12-14" BACKFILL, AND 2"

WARNING COURSE). NO VARIATIONS OUTSIDE OF THESE TOLERANCES WILL BE PERMITTED. DEPTH PROBE (20) SPOT LOCATIONS PER SECTION IN THE PRESENCE OF THE COR TO FIELD VERIFY COMPLIANCE AFTER FINE GRADING HAS BEEN COMPLETED, BUT PRIOR TO TURF INSTALLATION. PROVIDE THE MEANS AND METHODS AS APPROVED BY THE COR TO VERIFY DEPTH OF COVER. INACCURACIES IN DEPTH SHALL BE CORRECTED TO THE SATISFACTION

OF THE COR PRIOR TO ACCEPTANCE OF CRYPT INSTALLATION.

10. PROVIDE TWO NEW, STANDARD LIFTING DEVICES PER SPECIFICATIONS. HANDLE LIDS ONLY BY MEANS OF APPROVED LIFTING HARDWARE.

CRYPT INSTALLATION NOTES

CLEANOUT BODY

1"=1'-0"

CLEANOUT

RISER

6" PVC CLEANOUT W/

RECESSED LUG

CIP CONCRETE COLLAR, 4000 PSI

CIP CONCRETE FOOTING,

4000 PSI

SAND FILL

8" PVC SLEEVE

2'-0"

1'-0"

COMPACTED SUBGRADE

61 2"

8" Ø CAST IRON CLEANOUT

COVER & FRAME

NOTES:

1. NEENAH FOUNDRY, EAST JORDAN IRON WORKS, OR EQUAL, AS APPROVED BY COR.

2. VERIFY COVER & CLEANOUT CLEARANCES AND OPERABILITY.

3. TROWEL EXPOSED CONCRETE SMOOTH; SLOPE 18" TO DRAIN AWAY FROM COVER.

DRAINAGE AGGREGATE

SIEVE 11

2" 1" 3 4" 1

2" 3 8" 4 8

% RETAINED 0 0-10 - 45-80 90-100 95-100

GRADATION CHART

PEA GRAVEL (GAP FILL) AGGREGATE

AGGREGATE

SIZE NO.

GRADING REQUIREMENTS - AMOUNTS FINER THAN EACH SIEVE

(SQUARE OPENINGS), MASS PERCENT

12.5 mm 9.5 mm 4.75 mm 8.36 mm 1.18 mm 300 m

(1/2") (3/8”) (No. 4) (No. 8) (No. 16) (No.50)

8 100 85 to 100 10 to 30 0 to 10 0 to 5

89 100 90 to 100 20 to 55 5 to 30 0 to 10 0 to 5

SECTION A-A

PLAN

IN. 1

'-0" M

. 1'-2

NOTES:

1. CENTER CRYPTS BETWEEN LAYOUT LINES IN BOTH DIRECTIONS, MEASURED AT TOP OF CRYPTS.

2. PROVIDE PERIMETER UNITS WHERE LONG SIDE OF CRYPT IS SEPARATED FROM ADJACENT UNITS BY 3" OR MORE.

3. CLOSE ALL OPEN ENDS BETWEEN CRYPTS AT PERIMETER AND AISLES WITH DRAINAGE BOARD OF A THICKNESS EQUAL TO THE AVAILABLE SPACE.

4. DO NOT PLACE GEOTEXTILE FABRIC BETWEEN BETWEEN CRYPTS AND DRAINAGE AGGREGATE.

5. COMPACT SOILS ABOVE CRYPTS TO 85% DENSITY PER 03 48 21.

6. CLEANOUT & PIPE LOCATIONS, SIZES, AND ELEVATIONS VARY. REFER TO SUBDRAINAGE PLANS.

5' -0

-0

LS-203

PREPLACED CRYPT - PERIMETER UNIT

(TYP.)

CRYPT FIELD - TYPICAL

3/8" = 1'-0"

LS-203

PREPLACED CRYPT - STANDARD UNIT

(TYP.)

U T

E (T

LS-203

GRAVESITE CONTROL MARKER (TYP.)

LOCATIONS VARY

6'-0"

(TYP.)

EQ.1

(TYP.)

EQ.1

(TYP.)

EQ.2

(TYP.)

EQ.2

(TYP.)

EQ.1

(TYP.)

B B

SECTION B-B

EQ.

(TYP.)

1' -0

MIN.

FG SLOPE

PER GRADING PLANS

T/AGGREGATE SLOPE

MATCH FG

1'-0"

SUBDRAIN PIPE (BEYOND); LOCATIONS

VARY; REFER TO SUBDRAINAGE PLAN

GAP CLOSURE

INV

SCREENED (#2) APPROVED

BACKFILL

DRAINAGE AGGREGATE;

REFER TO 3/LS-202

SAND IDENTIFICATION COURSE; FINE

AGGREGATE PER ASTM C33 OR APP'D EQUAL

GEOTEXTILE FABRIC; TURN UP AT

EDGES (TYP.); REFER TO 03 48 21

EQ.3

(TYP.)

EQ.3

(TYP.)

TOPSOIL; REFER TO 32 90 00

LS-202

CLEANOUT - CRYPT FIELD

(TYP.)

1'-0"

(TYP.)

B/CRYPT

T/AGGREGATE

SUBDRAIN PIPE (BEYOND); LOCATIONS

VARY; REFER TO SUBDRAINAGE PLAN

U T

E (T

1'-0"

(TYP.)

2'-6"

45° BEND

(TYP.)

WYE-FITTING; BUSHING(S) AS REQ'D.

(TYP.)

SUBDRAIN PIPE; REFER TO

SUBDRAINAGE PLANS (TYP.)

COLLECTOR PIPE; REFER TO

SUBDRAINAGE PLANS (TYP.)

3'-6"

EQ.

(TYP.)

1'-6"

VIF

1'-6"

VIF

1' -0

2' -0

8'-0"

(TYP.)

GAP CLOSURE; DRAINAGE BOARD;

REFER TO 03 48 21

GAP FILL (PEA GRAVEL) COMPACTED;

ENSURE NO VOIDS; REFER TO 3/LS-202

LIMITS OF EXCAVATION

GRAVESITE CONTROL MARKER

(TYP.)

SUBGRADE SLOPE

VARIES

DRAINAGE AGGREGATE;

REFER TO 3/LS-202

GEOTEXTILE FABRIC; TURN UP AT

EDGES (TYP.); REFER TO 33 46 00

SUBDRAIN TRENCH

(BEYOND)

1' -0

B/CRYPT

T/AGGREGATE

5' -0

IN. 1

'-0" M

. 1'-2

1' -0

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

B/PPC

B/AGG

INV

CLEANOUT - CRYPT FIELD

1/2"=1'-0"

SECURE GEOTEXTILE FABRIC AROUND

PIPE W/ STAINLESS STEEL PIPE SCREW

BAND STRAP (TYP.)

6" SCHEDULE 40 PVC RISER

LS-202

CLEANOUT BODY

6" 45° PVC SWEEP FITTING

(TYP.)

TRANSITION FITTING & BUSHING, AS

REQ'D. (TYP.)

SUBDRAIN PIPE

REFER TO SUBDRAINAGE PLANS

GEOTEXTILE FABRIC

ADJACENT SUBDRAIN TRENCH

1'-0" FLOW

1' -0

6" CORRUGATED HDPE RISER

SITE DEVELOPMENT DETAILS

LS-202

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

NOTES:

1. PLACE MARKERS FOLLOWING CRYPT INSTALLATION. HAND-EXCAVATE SUFFICIENT MATERIAL TO EXPOSE ADJACENT

CRYPT LIDS AND VERIFY LOCATION WITH ADJACENT CRYPTS. REPLACE EXCAVATED MATERIAL FOLLOWING MARKER PLACEMENT. MARKER LOCATIONS SHALL BE BASED ON INSTALLED CRYPT LOCATIONS. RECORD ANY DEVIATIONS

FROM CONTRACT DOCUMENTS ON THE RECORD DRAWINGS.

2. SET CAP WITHIN 38" OF CENTER.

8" 2"

9"Ø

3' -6

COMPACTED SUBGRADE

TROWEL SMOOTH, PROVIDE 18" POSITIVE

DRAINAGE AWAY FROM CAP

#6 REBAR

CIP CONCRETE FOOTING;

3500 PSI @ 28 DAYS

6"Ø PVC PIPE LINER

2" x 12" CHAMFER

COMPACTED TOPSOIL

GRAVESITE CONTROL MARKER

1" = 1'-0"

LS-203

SURVEY MARKER

4" 1

LS-203

CRYPT - STANDARD UNIT

(SIM.)

PREPLACED CRYPT - PERIMETER UNIT

1/2" = 1'-0"

### 6" 1'

-7

1' -0

STIFFENING RIB

(TYP.)

4' -8

1 2"

**7'-2"

SECTION B-BSECTION A-A

7'-6"

3 4" 3"

**2'-6"

6" PLAN

NOTES:

1. FINISH: REFER TO 03 48 21.

2. TOLERANCE: ±0.1875.

3. **MINIMAL REQUIRED INTERIOR DIMENSION.

4. APPLY GRAVE NUMBERS AFTER CRYPTS ARE SET, INSPECTED, AND APPROVED BY COR.

5. REFER TO 03 48 21 FOR ADDITIONAL REQUIREMENTS

2' -1

1" 9"

-1

2" ±1/2"

LS-203

CRYPT LID

(TYP.)

LS-203

SHELF

(TYP.)

CRYPT - STANDARD UNIT

1/2" = 1'-0"

1'-8" 1'-8"

5" 11 2" 11

STENCIL GRAVE NUMBER ON

HEADSTONE-END OF INTERIOR W/ BLACK

MASONRY PAINT PER 03 48 21

CASKET REST; (4) AS INDICATED

4"Ø TAPERED WEEP; (2) DIAGONALLY

OPPOSED

31 2" 1 2"

7'-6"

1'-0"

NOTES:

1. FINISH: REFER TO 03 48 21.

2. TOLERANCE: ±0.1875.

3. LIFTING HARDWARE: HOT-DIPPED GALVANIZED.

4. APPLY GRAVE NUMBERS AFTER CRYPTS ARE SET, INSPECTED, AND APPROVED BY COR.

SECTION B-BSECTION A-A

PLAN

2' -1

1" ##

STENCIL GRAVE NUMBER ON

HEADSTONE-END OF LID'S EXTERIOR W/

BLACK MASONRY PAINT PER 03 48 21

6" 1'-0"

LS-203

LIFTING LUG

(SIM.)

CRYPT LID - TYPICAL

1/2" = 1'-0"

PLAN

SECTION A-A SECTION B-B

B A

7'-2"

1'-8" 1'-8" 1'-8" 1'-8"

2' -7

1 2"

1 4"

STAINLESS STEEL EYE BOLT

ALUMINUM PIPE

ABS PLASTIC SHELF

NOTES:

1. MAXIMUM VISUAL GAP AT CRYPT WALL: 14".

2. WEIGHT: 75 POUNDS, MAX.

EQ.EQ.

SHELF

1/2" = 1'-0"

2"Ø

11 4"

RED PLASTIC CAP

CRYPT LID

HOT-DIPPED GALVANIZED

STEEL ANCHOR PIN

NOTES:

1. ANCHOR PIN MINIMUM CAPACITY: 0.98 TONS EACH

LIFTING LUG

3" = 1'-0"

1. CRYPT SUPPLIER SHALL SUBMIT ENGINEERING CALCULATIONS AND DRAWINGS SEALED BY A NEW YORK-LICENSED STRUCTURAL ENGINEER FOR THE DESIGN OF EACH TYPE OF CRYPT FOR REVIEW PRIOR TO

FABRICATION.

2. DETAILS HEREIN ARE REPRESENTATIVE OF A POSSIBLE CRYPT DESIGN AND DIMENSIONS. THE FINAL DESIGN

SHALL MAINTAIN THE MINIMAL REQUIRED INTERIOR DIMENSIONS, AS NOTED.

3. EXCEPT AS NOTED ABOVE, DIMENSIONS ARE FOR GENERAL SIZING PURPOSES ONLY.

4. DESIGN EACH TYPE OF CRYPT TO SUPPORT SPECIFIED TEST AND DESIGN LOADS.

5. AN ALTERNATE CONCRETE QUAD UNIT (ONE PIECE) MAY BE USED PER 03 48 21

6. . IF USING QUADS, SUBMIT THE FOLLOWING AT A MINIMUM FOR FURTHER REVIEW: DETAILS EQUIVALENT TO 1/LS-202, 1/LS-203 & 2/LS-203; PLAN INDICATING B/AGG & B/PPC AT EACH PLAN OUTSIDE CORNER OF CRYPT FIELD.

7. REFER TO SPECIFICATION SECTION 03 48 21 FOR ADDITIONAL REQUIREMENTS.

CRYPT FABRICATION NOTES

SEC

NOTES:

1. "SEC": 11

2" HEIGHT, HELVETICA MEDIUM; "X": 2" HEIGHT, HELVETICA MEDIUM.

2. "X" = SECTION NUMBER; REFER TO PLANS.

3. FINISH SIGN FACE HONED; ALL OTHER SIDES SAWCUT & "RUB & SAND" FINISH TO 3" BELOW FG MIN.

M2 - GRANITE; REFER TO

PRODUCT SCHEDULE, LS-201

1' -0

-6

6" 4"

SIGN FACE W/ ENGRAVED

CHARACTERS

CIP CONCRETE FOOTING

COMPACTED SUBGRADE

1' -2

#6 REBAR

1'-2"Ø

SECTION MONUMENT

1" = 1'-0"

NOTES:

1. EXACT LOCATION SHALL BE LOCATED BY SURVEYOR. INCISE CROSSHAIRS PARALLEL AND

PERPENDICULAR TO CRYPT FIELD LAYOUT. NOTE COORDINATES ON AS-BUILT PLANS.

2. SET IN CIP CONCRETE PER MARKER MFR'S WRITTEN SPECIFICATIONS.

3. MAXIMUM TOLERANCE: 1

16".

4. VERIFY REQUIRED TEXT W/ COR.

R3 4"

SURVEY MARKER

6" = 1'-0"

YRETEMECLANOITAN

NOMDIRGETI

SEV

UMU

X2 - SURVEY MARKER

REFER TO PRODUCT SCHEDULE, LS-201

CROSSHAIRS INCISED BY SURVEYOR;

SET W/IN 3 4" OF CENTER POINT

X2.1 - CERAMIC MAGNET

REFER TO PRODUCT SCHEDULE, LS-201

Ø3 1 2 "

SITE DEVELOPMENT DETAILS

LS-203

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

GUARD

3/4"=1'-0"

NOTES:

1. REFER TO R1 - GUARD, PRODUCT SCHEDULE, LS-201.

2. INSTALL POST BASE PER MFR'S WRITTEN SPECIFICATIONS.

3. INSTALL FULL-SIZE UNCUT PANELS. ADJUST POST LOCATIONS, AS APPROVED BY COR.

3' -6

MFR'S STANDARD LOW

DOME CAP

2" 16 GA. SQUARE TUBE POST

(TYP.)

MFR'S 11

2" CHANNEL RAIL SYSTEM

(TYP.)

4" 18 GA. SQUARE TUBE PICKET

(TYP.)

±2

51 2"

16"

(TYP.)

MFR'S FLAT-MOUNT BRACKET

(TYP.)

7'-111 2"

R1.1 - POST BASE

REFER TO PRODUCT SCHEDULE, LS-201

1' -6

±4

CONCRETE FILL

STRIKE OFF FLUSH WE TOP OF TOWER;

TROWEL SMOOTH & SLOPE TO DRAIN

±1'-4"

A. ELEVATION

B. SECTION

SLOPE ADJACENT FG

AWAY FROM WALL

10'-0" O.C. MAX.

6' -0

" V

3' -0

-6

4' -0

10"1'-0"

2" 4"

NOTES:

1. INSTALL CENTERLINE OF FENCE 1'-6" OFFSET TO THE INSIDE OF PROPERTY LINE.

2. AFFIX CHAIN LINK FABRIC TO OUTSIDE OF ENCLOSURE W/ 9 GAUGE TIE WIRES TO POSTS @ 1'-0" O.C. AND TO RAILS AT 1'-6" O.C.

3. PROVIDE INTERMEDIATE RAIL & TRUSS ROD AT ALL TERMINAL AND GATE POSTS AND POINTS OF DEFLECTION GREATER THAN 20°.

4. ALL METAL COMPONENTS ARE HOT-DIPPED GALVANIZED STEEL PER SPECIFICATIONS UNLESS OTHERWISE INDICATED.

5. FINISH: CLASS 2B VINYL, BLACK.

6. GROUND FENCE PER SPECIFICATIONS.

1"1"

CHAIN LINK FENCE - TYPICAL

1/2"=1'-0"

PASS-THROUGH CAP

8" O.D. TOP RAIL

8" O.D. INTERMEDIATE RAIL

AT ALL TERMINAL POSTS

9 GAUGE, 2" CHAIN LINK FABRIC.

TWIST TOP SELVAGE, KNUCKLE

BOTTOM SELVAGE

16" TRUSS ROD & TURNBUCKLE

7 GAUGE TENSION WIRE

AFFIX W/ HOG RINGS @ 1'-0" O.C.

CONCRETE FOOTING PER FENCE

MFR'S WRITTEN SPECIFICATIONS

COMPACTED SUBGRADE

2" O.D. LINE POST

(TYP.)

LOW DOME CAP

(TYP.)

2" TERMINAL POST

(TYP.)

PULL BAR & STRAPS @

1'-3" O.C.

8'-0"

1'-4"Ø

9"Ø

NOTES:

1. PROVIDE STRAP- OR HASP-TYPE LATCH FOR PADLOCK CAPABLE OF RETAINING GATE PANELS IN CLOSED POSITION

WITH CANE BOLTS WITHDRAWN. PADLOCK PROVIDED BY GOVERNMENT.

2. REFER TO SPECIFICATIONS FOR ADD'L REQUIREMENTS.

3. REFER TO GATE MFR FOR ADD'L FOOTING REQUIREMENTS.

4. VERIFY MIN. 90° OPERATION OF EACH GATE LEAF IN BOTH DIRECTIONS. ADJUST GRADE UNDER SWING AS

NECESSARY; FEATHER INTO ADJACENT GRADE AS DIRECTED BY COR. INSTALL TURF SOD PER SPECIFICATIONS IN

ALL DISTURBED AREAS.

4' -0

1" 1"

1' -6

CHAIN LINK GATE

1/2"=1'-0"

3" GATE POST W/ LOW

DOME CAP

HEAVY DUTY HINGE

2" PIPE FRAME

CIP CONCRETE FOOTING

LS-204

CHAIN LINK FENCE

(SIM.)

COMPACTED SUBGRADE

LATCH

2" x 24" GALVANIZED STEEL

CANE BOLT W/ GUIDES &

RETAINER BRACKET (TYP.)

CIP CONCRETE FOOTING W/

STAINLESS STEEL SLEEVE

PER CANE BOLT MFR'S

WRITTEN SPECIFICATIONS

1" CHAMFER

8'-0"LA

U T

3' -0

SEGMENTAL RETAINING WALL

3/4"=1'-0"

2'-0"

R1.1 - POST BASE; REFER TO

PRODUCT SCHEDULE, LS-201

M1 - SRW UNIT - REFER TO

PRODUCT SCHEDULE, LS-201

NOTES:

1. ADJACENT GRADES AND WALL HEIGHTS MAY VARY. REFER TO GRADING PLANS.

2. REFER TO GEOTECHNICAL REPORT, SPECIFICATIONS APPENDIX B, FOR ADDITIONAL REQUIREMENTS.

3. DETAIL CONSTITUTES A DELEGATED DESIGN. PROVIDE MFR'S COMPLETE SHOP DRAWINGS, INCLUDING SECTION AND

FULL-LENGTH ELEVATION VIEWS, GEOGRID & SPACING REQUIREMENTS, SEALED BY A NY-LICENSED STRUCTURAL

ENGINEER FOR REVIEW PRIOR TO INSTALLATION.

LEAN CONCRETE PER 32 32 33

4"Ø SCHEDULE 40 PVC WEEP @6' O.C.; PROVIDE

2% MIN, POSITIVE DRAINAGE; SAWCUT

ADJACENT MASONRY SQUARE; GROUT SOLID

COMPACTED STRUCTURAL FILL

FILTER FABRIC

GEOGRID

STRUCTURAL FILL

ADJACENT TURF

DRAINAGE AGGREGATE W/ DRAINAGE

GEOTEXTILE SURROUND

DRAINAGE BOARD; ANCHOR

TO WALL PER MFR'S WRITTEN

SPECIFICATIONS

X1 - DRAIN PIPE SCREEN EACH END; REFER TO

PRODUCT SCHEDULE LS-201

M1.1 - CAP UNIT

LS-204

GUARD

1'-0"

LAYOUT POINT

1' -0

5'-0"

BENCH

1"=1'-0"

LS-204

CONCRETE PAVING

PEDESTRIAN

±9'-8" VIF

6" 3'-0"

SALVAGED BENCH

2" 1'-6", MIN.

±4'-0" VIF

STAINLESS STEEL EXPANSION

ANCHORS W/ ACORN NUTS;

8" x 31

2" (TYP.)

1192.58 1192.54

NOTES:

1. FINISH GRADE AROUND PAD TO PROVIDE UNIFORM FLUSH TRANSITION TO TOP OF SLAB.

CONCRETE PAVING - PEDESTRIAN

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

CIP CONCRETE, 4000 PSI; MEDIUM

BROOM FINISH; SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

6x6 10/10 WWF, GALVANIZED

SUBBASE COURSE; NYSDOT STANDARD

SPECIFICATIONS, ITEM NO. 304.12 -

TYPE 2 SUBASE OR ITEM NO. 304.14 -

TYPE 4 SUBASE; THOROUGHLY TAMP IN

MAX. 6" LIFTS (LOOSE THICKNESS);

MINIMUM 4 PASSES

COMPACTED & PROOF-ROLLED

SUBGRADE

NOTES:

1. REFER TO 2/LS-204 FOR JOINTING.

2. REFER TO GEOTECHNICAL REPORT, SPECIFICATIONS APPENDIX B, FOR ADDITIONAL REQUIREMENTS.

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

ADD'L CHAIRS AS NECESSARY TO HOLD

WWF FLAT AT INDICATED LEVEL

10" 2"

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 NOT MORE THAN 5'-0" OR AS INDICATED.

2. INSTALL EXPANSION JOINTS AT MEETING OF ALL ADJACENT CONCRETE/MASONRY STRUCTURES AND AS INDICATED.

3. TOOL ALL EXPOSED EDGES W/ 316" RADIUS.

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

LAYOUT LINE

#5x12" SMOOTH REBAR;

EPOXY-COATED; SLEEVED ONE END.

24" O.C. @ ADJOINING SLABS.

CONCRETE JOINTING - PEDESTRIAN

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

SITE DEVELOPMENT DETAILS

LS-204

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

4'-4"

2'-8"1'-6"

3' -6

1' -9

3'-0"

Do Not Drink

1'-6"

EQ. EQ. EQ.

BB 2

LS-204

EXPANSION JOINT

6"3'-0"

CURB TAPER

REFER TO CP-201

CURB & GUTTER

REFER TO CP-201

FLUSH CURB & GUTTER

REFER TO x DETAILS

Traash Trash Flower VasesVases Flowe

B. SECTION

A. PLAN

FLOWER WATERING STATION

1"=1'-0"

LS-205

F3 - WATER CASK2

LS-205

F1 - TRASH RECEPTACLE

LS-205

F2 - VASE RECEPTACLE

LS-204

CONCRETE PAVING

PEDESTRIAN

P O

L S-

4'-4"

LAYOUT POINT

CJ CJ

Traash

2' -1

01 2"

1'-1113 16"

2'-313 16"

2'-4"

Trash

TAPERED TOP

AIRCRAFT CABLE

RESTRAINT

1 4" x 212" 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

HINGED TOP

STEEL TABS

3' -2

5 8"

1'-117 8"

Flower VasesVases Flowe

NOTES:

1. REFER TO PRODUCT SCHEDULE.

2. AFFIX TO CONCRETE SLAB W/ EXP. ANCHOR PER MFR'S WRITTEN SPECIFICATIONS.

3. ALIGN RECEPTACLES W/ DECALS ORIENTED PER 1/LS-205.

RECEPTACLES

1"=1'-0"

A. F1 - TRASH RECEPTACLE B. F2 - VASE RECEPTACLE

FLORAL REGULATION DECALS

Do Not Drink

1'-41 2"

2' -3

1 4"

4" 1'

-5 3 4"2'

-0

61 4"

4" x 21

2" SOLID

STEEL BAND

8" x 1" SOLID

STEEL BAR

8" SOLID TOP RING

(1) 1" DIE-CUT VINYL DECAL;

HELVETICA MEDIUM;

WHITE LETTERS

16 GA. STEEL DOME-TOP

NOTES:

1. REFER TO F3 - WATER CASK, PRODUCT SCHEDULE, LS-201.

2. PROVIDE HEAVY DUTY HDPE INNER LINER BY RECEPTACLE MFR.

3. HOT-DIP GALVANIZE ALL STEEL COMPONENTS FOLLOWING WELDING, GRINDING, AND REMOVAL OF BURRS.

4. ALIGN DECAL TO FAUCET AS SHOWN ABOVE

5. INSTALL ASSEMBLY PLUMB. PROVIDE STAINLESS SHIMS AS NECESSARY, AS APPROVED BY COR.

6. PROVIDE SHOP DRAWINGS INDICATING ANY PROPOSED MODIFICATIONS TO RECEPTACLE & LINER TO ACCEPT FAUCET.

POST: 5" SCH. 40 STEEL PIPE

(5.563" O.D.)

1'-15 8"

BASE PLATE: 12" PLATE STEEL;

WELD TO POST

(3) HIGH PERFORMANCE GALVANIZED

WEDGE ANCHORS; 12" x 41

2"; ALIGN TO

FAUCET & SPACE EVENLY; PROVIDE

GALVANIZED ACORN NUTS

WATER CASK

1"=1'-0"

F3.1 - FAUCET; REFER

TO PRODUCT SCHEDULE 1/2"-14 NPT CONNECTOR &

BRASS FLANGE

F3.1 - FAUCET; ORIENT PLUMB

RUBBER GASKET (TYP.)

CONTINUOUS WELD

(TYP.)

1/2-14 NPSL BRASS LOCK NUT

GALVANIZED STEEL LINER,

WATERTIGHT; PROVIDE HOLE

TO RECEIVE FAUCET

A. NOT TO SCALE

MFR'S STANDARD AIRCRAFT

CABLE RESTRAINT

FLORAL REGULATIONS DECALS

6" = 1'-0"

NOTES:

1. BACKGROUND COLOR: BEIGE, MATTE FINISH.

2. CHARACTERS : BLACK, HELVETICA MEDIUM, COPY AS SHOWN.

3. VERIFY EXACT COPY WITH CEMETERY DIRECTOR PRIOR TO ORDERING.

FLORAL

REGULATIONS

1. Fresh cut flowers may be placed on graves at any time. temporary flower containers are available.

2. Items will be removed from graves when they become faded or unsightly.

3. Plantings are not permitted on graves at any time. Potted plants are permitted on graves only during the period 10 days before and 10 days after Easter Sunday, Memorial Day, Veterans Day, and Christmas day.

4. Christmas wreaths or grave blankets are permitted on graves from December 15 to January 10 and will be removed not later than January 20 of each year. Grave floral blankets may not be larger than two by three feet.

5. During lawn mowing and grounds maintenance season, all floral items will be removed from the graves if necessary.

6. Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.

7. Floral items and other types of decorations may not be secured to headstones or markers.

1 4" (T

(TYP.)

1'-2"

EQ.

2" 2"

EQ.

HINGE 1" COPY

1" COPY

JUSTIFIED

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

SITE DEVELOPMENT DETAILS

LS-205

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

SIGN FACES

1 1/2"=1'-0"

Burial Sections

2' -8

1 2"

11 2"

Columbaria

2" 21 2"11

11 2"

±6"

Cemetery Exit

1' -5

11 2"

1, 2, 4, 6

CB & CC

Burial Sections

Columbaria

All traffic keep right

4 & 6

CB & CC

Burial Sections

1' -9

1 2"

11 2"

Columbarium CA

11 2" 31 2"

11 2"

A-V

Cemetery Exit

31 2"

STOP

Exit

1'-0"

1' -0

21 2"

1' -0

2' -1

EQ. EQ.

21 2" 11 2"

CURB

FUTURE TEXT &

GRAPHICS (NIC)

CHANGE IN FUTURE

PHASES (NIC)

SD.1

NOTES:

1. SD.x SIGN CHARACTERS; 21

2" HEIGHT HELVETICA MEDIUM

2. CHARACTERS & GRAPHIC: DIE-CUT VINYL, REFLECTIVE WHITE, PMS #454. PROVIDE ON ONE SIDE, AS DIRECTED IN THE FIELD, UNLESS

OTHERWISE INDICATED.

3. PROVIDE FULL-SIZE PAPER MOCKUP OF EACH SIGN FACE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

2" 21 2"11

2" ±6"

SD.2

2'-101 2"

SD.3

2" 21 2"11

2" ±4"

2'-101 2"

3'-0"

SD.4

FUTURE TEXT &

GRAPHICS (NIC)

CHANGE IN FUTURE

PHASES (NIC)

CURB

CURB CURB

R1-1 MUTCD

(SIM.)

WHITE

RED

R3-1 MUTCD

(SIM.)

BLACK

WHITE

RED

A-V

2' -1

1 2"

11 2" 11 2"

1' -1

1 2" 11 2"

3'-0"

3' -9

EQ.EQ.

SM.1

CEMETERY MAP

1"=1'-0"

1" 3'

-9 " V

A. ELEVATION

NOTES:

1. PROVIDE FULL-SIZED PAPER MOCKUP OF SIGN PANEL FOR REVIEW & APPROVAL PRIOR TO FABRICATION.

2. REFER TO 4/LS-206 FOR SIGN FACE.

3. ORIENT PARALLEL TO CURB AND ADJACENT EXISTING SIGN.

4. REPIAR TUFR AND MULCH TO PRE-CONSTRUCTION CONDITION AND AS DIRECTED BY COR.

1' -2

10" Ø BASE PLATE; WELD TO POST;

RELIEVE ALL EXPOSED EDGES

#5 REBARS; 16" x 30"

LS-206

DIRECTION SIGN

(SIM.)

1-SIDED SIGN PANEL; 18" PLATE; PROVIDE

CRISP 90° BREAK AT TOP; ANCHOR TO

ANGLE BRACKETS W/ TAMPER-RESISTANT

PAN WASHER HEAD SCREWS

POST; 3"x8" TUBE

CONCEALED 3" x 4" ANGLE BRACKET;

ANCHOR TO POST W/ PAN WASHER

HEAD SCREWS

2"1

2" 3'-0"

±2 '-6

ADJACENT EXISTING SIGN

FINISHED GRADE BELOW MULCH

ALIGN

1'-6"

B. PLAN

ONE WAY8"

2'-0"

4' -6

LS-206

DIRECTION SIGN

(SIM.)

DIRECTIONAL SIGN - SD.5

1"=1'-0"

NOTES:

1. OFFSET SIGN 36" FROM ADJACENT EDGE OF PAVEMENT.

2. ORIENT SIGN PARALLEL TO ADJACENT EDGE OF PAVEMENT. FLAG

POST IN FIELD FOR APPROVAL BY COR PRIOR TO INSTALLATION.

3. PROVIDE SIGN COMPLIANT W/ MUTCD R6-1L, SIZE AS INDICATED.

DIRECTIONAL SIGN - TYPICAL

1"=1'-0"

4' -6

A. ELEVATION

B. PLAN

VARIES

NOTES:

1. LAYOUT POINTS ON LS-101 INDICATE ADJACENT EDGE OF PAVEMENT OR BACK OF CURB. ORIENT SIGN PERPENDICULAR TO ROAD

CENTERLINE. FLAG POSTS IN FIELD FOR APPROVAL BY COR PRIOR TO INSTALLATION.

2. ALL COMPONENTS EXCEPT FASTENERS ARE ANODIZED ALUMINUM, RAL COLOR, UNLESS OTHERWISE INDICATED. PROVIDE COLOR SAMPLES

MATCHING RAL 7012 & 7015 FOR COR'S FINAL SELECTION. MATCH INFORMATION SIGN INSTALLED AT ADMINISTRATION BUILDING'S PUBLIC

PARKING IN 2021. COR MAY DIRECT A THIRD RAL COLOR.

3. ALL FASTENERS ARE STAINLESS STEEL.

4. SIGNAGE CONSTITUTES DELEGATED DESIGN. PROVIDE SHOP DRAWINGS FOR EACH SIGN FOR REVIEW & APPROVAL PRIOR TO FABRICATION.

5. REFER TO 4/LS-206 FOR SITE SIGN FACES.

FLAT CAP; 18" PLATE; WELD ALL

AROUND & GRIND SMOOTH

POST; 2"x6" TUBE

2-SIDED SIGN PANEL; 18" PLATE; BENT INTO

INVERTED "U"; PROVIDE CRISP 90° BREAKS;

ANCHOR TO CHANNEL W/ TAMPER-RESISTANT

PAN WASHER HEAD SCREWS

8" Ø BASE PLATE; WELD TO POST;

RELIEVE ALL EXPOSED EDGES

1" CHAMFER ALL EXPOSED EDGES

(3) STAINLESS STEEL EXPANSION ANCHORS

W/ ACORN NUTS & WASHERS; CONCEALED

STAINLESS STEEL SHIMS TO PLUMB POSTS

CIP CONCRETE FOOTING W/ REINFORCEMENT

PER SIGN MFR'S WRITTEN SPECIFICATIONS

COMPACTED SUBGRADE

CONCEALED 13

4" x 13

4" CHANNEL; ANCHOR

TO POST W/ PAN WASHER HEAD SCREWS

1'-7"

ADJACENT CURB

CURB

EXPANSION JOINT,

NO DOWEL

4' -0

1' -0

COLD JOINT

LS-204

CONCRETE PAVING

PEDESTRIAN (SIM.)

#5 REBARS; 12" x 24"

ADJACENT STORM PIPE;

LOCATIONS VARY

ADJUST FOOTING TO ACCOMMODATE AS-BUILT

STORM PIPE LOCATION(S); PROVIDE SHOP

DRAWINGS FOR REVIEW PRIOR TO INSTALLATION

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

SITE DEVELOPMENT DETAILS

LS-206

B a t h

N a t C e m

E x p c m C a d d o c s

L S S i t e

D e v e l

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

275 211

10099989796959493929190

898887868584838281807978777675747372717069686766656463626160595857565554535251504948474645444342

4140393837363534333231302928272625

2423222120191817161514

131211109876

54321

48'-0" 48'-0" 48'-0"

48'-0"

'-0

4' -0

4'-0"

(TYP.)

'-0

20'-0"12'-0"4'-0"32'-0"24'-0"12'-0"

12'-0"12'-0"

8'-0" 4'-0"4'-0" 8'-0" 8'-0" 12'-0" 8'-0" 8'-0"4'-0"

8' -0

'-0

-0

'-0

-0 "4

'-0

GRAVESITE NUMBERING PLAN

SECTION 1

LS-301

0 5 10 20 30

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

1. DIMENSIONS THIS SHEET ARE PROVIDED FOR INFORMATION

ONLY. INSTALL GRAVESITE CONTROL MARKERS AS

INDICATED ON LS-10x.

B a t h

N a t C e m

E x p c m C a d d o c s

L S G r a v e s i t e n u m b d w g

P M

T D

S t d D W G

T o

P D F p c

9998979695949392

919089888786858483828180797877767574737271706968676665646362616059585756555453525150494847464544434241

40393837363534333231302928272625242322212019181716151413121110987654321

1'-6" 18'-0" 21'-0" 9'-0" 1'-6" 1'-6"

21'-0" 27'-0" 1'-6" 1'-6"

18'-0" 30'-0" 1'-6" 1'-6"

24'-0" 24'-0" 1'-6"

15'-0" 33'-0"

'-0

8' -0

1'-6"

7'-6"

43'-6" 51'-0" 51'-0" 51'-0"

51'-0"

'-0

-0

1'-6"

3'-0"

(TYP.)

8' -0

GRAVESITE NUMBERING PLAN

SECTION 2

LS-302

0 5 10 20 30

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

1. DIMENSIONS THIS SHEET ARE PROVIDED FOR INFORMATION

ONLY. INSTALL GRAVESITE CONTROL MARKERS AS

INDICATED ON LS-10x.

B a t h

N a t C e m

E x p c m C a d d o c s

L S G r a v e s i t e n u m b d w g

P M

T D

S t d D W G

T o

P D F p c

4 6 6

10099

989796959493929190898887868584838281807978

777675747372717069686766656463626160595857

5655545352515049484746454443424140393837

36353433323130292827262524232221201918

1716151413121110987654321

1009998979695949392919089888786

8584838281807978777675747372717069686766656463

62616059585756555453525150494847464544434241

403938373635343332313029282726252423222120

19181716151413121110987654321

52'-0" 44'-0" 5'-3" 5'-3" 44'-0" 44'-0"

'-0

20'-0" 32'-0" 44'-0" 5'-3" 5'-3" 44'-0" 24'-0" 20'-0"

4' -0

4'-0"

(TYP.)

'-0

GRAVESITE NUMBERING PLAN

SECTIONS 4 & 6

LS-303

0 5 10 20 30

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

1. DIMENSIONS THIS SHEET ARE PROVIDED FOR INFORMATION

ONLY. INSTALL GRAVESITE CONTROL MARKERS AS

INDICATED ON LS-10x.

B a t h

N a t C e m

E x p c m C a d d o c s

L S G r a v e s i t e n u m b d w g

P M

T D

S t d D W G

T o

P D F p c

Acer saccharum

'GREEN MOUNTAIN'

Quercus rubra

Gleditsia triacanthos f.

inermis 'SKYCOLE'

Tsuga canadensis

Juniperus virginiana

Amelanchier x grandiflora

'AUTUMN BRILLIANCE '

Pinus strobus

TURF SOD

TURF SEED

MIX 1

MIX 2

Fagus grandifolia

Tilia americana

'REDMOND'

Amelanchier laevis

Cercis canadensis

'APPALACHIAN RED'

Acer rubrum

'OCTOBER GLORY'

Cornus x rutgersensis

'RUTCAN'

1. REFER TO PLANT SCHEDULE, LP-201.

2. INSTALL TURF SOD PER SPECIFICATIONS IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

| PROPOSED BURIAL SECTION

FRONT OF SECTION

TPF

TREE PROTECTION FENCE

EXISTING BRUSH AND GRASSES

11721174

117411761178

DI-4

DI-2

CB-5

DI-1

OUTLET

CTRL MH

CB-4

CB-6 L

L O

LOWLOWLOWLOWLOWL

L O

MATCHLINE

-1

- A

PLANTING PLAN

NORTH

LP-101

0 10 20 40 60

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

KEY

B a t h

N a t C e m

E x p c m C a d d o c s

L P P l a n t i n g

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

PLANTING PLAN PREPARED BY WFS HAS BEEN

REVIEWED BY THE NEW YORK LICENSEE AND IS

SEALED TO CERTIFY COMPATIBILITY WITH THE

PROJECT DOCUMENTS.

Quercus rubra

Gleditsia triacanthos f.

inermis 'SKYCOLE'

Tsuga canadensis

Juniperus virginiana

Amelanchier x grandiflora

'AUTUMN BRILLIANCE '

Pinus strobus

TURF SOD

TURF SEED

MIX 1

MIX 2

Fagus grandifolia

Tilia americana

'REDMOND'

Amelanchier laevis

Cercis canadensis

'APPALACHIAN RED'

Acer rubrum

'OCTOBER GLORY'

Cornus x rutgersensis

'RUTCAN'

1. REFER TO PLANT SCHEDULE, LP-201.

2. INSTALL TURF SOD PER SPECIFICATIONS IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

| PROPOSED BURIAL SECTION

FRONT OF SECTION

TPF

TREE PROTECTION FENCE

EXISTING BRUSH AND GRASSES

11761178

801180

11881190

DMH-2CB-3

DHM-1

CB-2

CB-1

DI-3

L O

T P

MATCHLINE MATCHLINE

MATCHLINEMATCHLINE

- B

-1

0 10 20 40 60

PLANTING PLAN

SOUTH

LP-102

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

KEY

B a t h

N a t C e m

E x p c m C a d d o c s

L P P l a n t i n g

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

PLANTING PLAN PREPARED BY WFS HAS BEEN

REVIEWED BY THE NEW YORK LICENSEE AND IS

Quercus rubra

Gleditsia triacanthos f.

inermis 'SKYCOLE'

Tsuga canadensis

Juniperus virginiana

Amelanchier x grandiflora

'AUTUMN BRILLIANCE '

Pinus strobus

TURF SOD

TURF SEED

MIX 1

MIX 2

Fagus grandifolia

Tilia americana

'REDMOND'

Amelanchier laevis

Cercis canadensis

'APPALACHIAN RED'

Acer rubrum

'OCTOBER GLORY'

Cornus x rutgersensis

'RUTCAN'

1. REFER TO PLANT SCHEDULE, LP-201.

2. INSTALL TURF SOD PER SPECIFICATIONS IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

LIMITS OF WORKLOW

PROPERTY LINE

| APPROXIMATE LIMIT OF ADJACENT GRAVES;

VERIFY W/ COR WHEN WORKING NEARBY &

FOLLOW COR'S DIRECTION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

| PROPOSED BURIAL SECTION

FRONT OF SECTION

TPF

TREE PROTECTION FENCE

EXISTING BRUSH AND GRASSES

-1

- A

L O

- B

-1

0 10 20 40 60

PLANTING PLAN

INSETS

LP-103

LEGEND

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

NOTES

INSET A

INSET B

KEY

B a t h

N a t C e m

E x p c m C a d d o c s

L P P l a n t i n g

P l a n d w g

P M

T D

S t d D W G

T o

P D F p c

PLANTING PLAN PREPARED BY WFS HAS BEEN

REVIEWED BY THE NEW YORK LICENSEE AND IS

NOTES:

1. REFER TO SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SOIL ANALYSES AND AMENDMENT

RECOMMENDATIONS, SOURCE LIST

2. PHOTOGRAPHS FOR INITIAL SELECTION, PHOTOGRAPHS FOR VERIFICATION, AND/OR TAGGING AT NURSERY AS REQUESTED BY COR.

3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

4. MEET REQUIREMENTS OF ANSI Z60.1, LATEST ADDITION, FOR ALL PLANT MATERIAL.

5. QUANTITIES GIVEN ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR MEETING THE DESIGN INTENT, AS INDICATED ON PLANTING PLANS.

6. ALL PLANTS SHALL BE HEALTHY, FULL, BALANCED, AND EXCEPTIONALLY HEAVY.

7. PROVIDE TURF SOD PER SPECIFICATIONS IN ALL DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED.

PLANTING NOTES

KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE SPACING REMARKS

CANOPY TREES

AR 9 Acer rubrum 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE

3" CAL. B & B AS INDICATED

AS 18 Acer saccharum 'GREEN MOUNTAIN' GREEN MOUNTAIN SUGAR MAPLE FG 8 Fagus grandifolia AMERICAN BEECH GT 9 Gleditsia triacanthos f. inermis 'SKYCOLE' SKYLINE HONEY LOCUST MATCHED QR 21 Quercus rubra NORTHERN RED OAK TA 4 Tilia americana 'REDMOND' REDMOND AMERICAN LINDEN

UNDERSTORY TREES

AG 24 Amelanchier x grandiflora 'AUTUMN

BRILLIANCE ' AUTUMN BRILLIANCE SERVICEBERRY

8-10' HT. B & B AS INDICATED

TRUE MULTI-STEM; 3-5 STEMS

AL 26 Amelanchier laevis ALLEGHENY SERVICEBERRY TRUE MULTI-STEM; 3-5 STEMS CC 29 Cercis canadensis 'APPALACHIAN RED' APPALACHIAN RED REDBUD SINGLE-STEM W/ MIN. 4' BRANCH HT.

CR 2 Cornus x rutgersensis 'RUTCAN' CONSTELLATION HYBRID DOGWOOD MATCHED

EVERGREEN TREES

JV 15 Juniperus virginiana EASTERN RED CEDAR

8-10' HT. B & B AS INDICATEDPS 15 Pinus strobus EASTERN WHITE PINE TC 24 Tsuga canadensis CANADIAN HEMLOCK

NATIVE GRASSES/WILDFLOWERS

MIX1

ERNMX-111 NATIVE HABITAT FOR STRIP MINES MIX

N/A SEED

20 LBS/ACRE

ERNST SEEDS; 800-873-3321

COVER CROP: GRAIN OATS (JAN. 1 - JULY 31); GRAIN RYE (AUG. 1 - DEC. 31) 30 LBS/ACRE

MIX2

ERNMX-183 NATIVE DETENTION AREA MIX 0.5 LB/1000 SF

COVER CROP: GRAIN OATS (JAN. 1 - JULY 31); GRAIN RYE (AUG. 1 - DEC. 31) 0.75 LB/1000 SF

TURF

SOD

50% KENTUCKY BLUEGRASS

SOD LATEST RECOMMENDATIONS BY

NATIONAL TURFGRASS EVALUATION FOR

THE NORTHEAST REGION, MEAN RATING

>6.7

25% TURF-TYPE TALL FESCUE

25% PERENNIAL RYEGRASS

TURF

SEED

50% KENTUCKY BLUEGRASS

SEED25% TURF-TYPE TALL FESCUE

25% PERENNIAL RYEGRASS

1' -6

8" M

ROOTBALL Ø

FULL WIDTH OF BED;

MIN. 3x ROOTBALL DIAMETER FOR SOLITARY TREES

(2) HARDWOOD STAKES W/ TREE-TIE

WEBBING, TENSION BUCKLES &

FLUORESCENT LIME GREEN FLAGS

ROOT COLLAR

CUT & REMOVE ROPES & TOP 1/3 OF

BURLAP & BASKET; REMOVE ALL OTHER

NON-BIODEGRADABLE MATERIAL

EARTHEN RING

3" DEPTH MULCH

PLANTING SOIL MIX; REFER TO

SPECIFICATIONS

SCARIFY SIDES & BOTTOM OF

EXCAVATION

UNDISTURBED SUBGRADE

DRAINAGE WELL

FRACTURED SUBGRADE

2'-6" MIN.

COMPACTED SUBGRADE PEDESTAL

8" M

NOTES:

1. REMOVE EXCESS SOIL DEPOSITED ON TOP OF ROOTBALL DURING CUTTING/BALLING PROCESS AND AS

NECESSARY TO EXPOSE ROOT COLLAR.

2. AT END OF WARRANTY PERIOD, REMOVE STAKES & WEBBING AND REPLACE EARTHEN RING W/ MULCH.

SINGLE-STEM TREE PLANTING

1' -6

8" M

ROOTBALL Ø

FULL WIDTH OF BED;

MIN. 3x ROOTBALL DIAMETER FOR SOLITARY TREES

ROOT COLLAR

CUT & REMOVE ROPES & TOP 1/3 OF

BURLAP & BASKET; REMOVE ALL OTHER

NON-BIODEGRADABLE MATERIAL

HARDWOOD STAKES OR DUCKBILL

ANCHORS; (3) EVENLY SPACED W/

TREE-TIE WEBBING, TENSION BUCKLES

& FLUORESCENT LIME GREEN FLAGS

3" DEPTH MULCH

PLANTING SOIL MIX; REFER TO

SPECIFICATIONS

SCARIFY SIDES & BOTTOM OF

EXCAVATION

UNDISTURBED SUBGRADE

DRAINAGE WELL

FRACTURED SUBGRADE

36" MIN.

COMPACTED SUBGRADE PEDESTAL

8" M

GUY EACH STAKE TO 1 OF 3

LARGEST STEMS; GUY STEMS

TOGETHER; DO NOT ALTER FORM

OF TREE

NOTES:

1. REMOVE EXCESS SOIL DEPOSITED ON TOP OF ROOTBALL DURING CUTTING/BALLING PROCESS AND AS

NECESSARY TO EXPOSE ROOT COLLAR.

2. AT END OF WARRANTY PERIOD, REMOVE STAKES & WEBBING AND REPLACE EARTHEN RING W/ MULCH.

MULTI-STEM TREE PLANTING

PLANTING DETAILS &

PLANT SCHEDULE

LP-201

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number

Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg.

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

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

WFS

GRAVESITE EXPANSION

PHASE 1

BATH NATIONAL CEMETERY

803CM3014

BJ; TW BJ; TJ

June 3, 2021

FINAL CONSTRUCTION DOCUMENTS - ISSUED FOR CONSTRUCTION

B a t h

N a t C e m

E x p c m C a d d o c s

L P P l a n t i n g

D e t s S c h e d d w g

P M

T D

S t d D W G

T o

P D F p c

PLANTING PLAN PREPARED BY WFS HAS BEEN

REVIEWED BY THE NEW YORK LICENSEE AND IS

File details come from the government source that posted it. Updated Jul 28, 2021.