Bid Drawings Set 02 _ 917CM3006 at Saratoga NC.pdf

SECTION

7" 6"

EPOXY COATED WWF- 6 X 6 - W 2.9 X W 2.9 FLAT SHEETS

ONLY - SET ON GALVANIZED CHAIRS, NO "HOOKING" -

CUT OR INTERRUPT AT CONTROL JOINTS

#4 X 18" STEEL EPOXY-COATED SLIP DOWEL; 18" O.C.

GREASE AND CAP ONE END - CENTERED IN SLAB

COMPACTED AGGREGATE SUBBASE- RECOMPACT

EXISTING SUBBASE

4" 4"

SAWCUT CONTROL JOINT - 1/8" W X 2" DEEP

3/16" RAD. TYP. ALL SLAB EDGES

EXPOSED AGGREGATE FINISH

4,000 PSI CONCRETE PAVING

NOTES:

1. EXPOSED AGGREGATE FINISH SHALL MATCH

EXISTING EXPOSED AGGREGATE CONCRETE

PAVING AT THE P.I.C. BUILDING. MOCKUP

REQUIRED

2. SEE PLANS FOR JOINT LOCATIONS.

3. USE ISOLATION JOINTS AT ALL STRUCTURES

AND FIXED OBJECTS SUCH AS INLETS.

ISOLATION JOINTS ARE EXPANSION JOINTS

WITHOUT SLIP DOWELS.

4. PROVIDE DOWELED EXPANSION JOINT BETWEEN

NEW CONCRETE PAVING AND ADJACENT NEW

OR EXISTING CONCRETE PAVING

COMPACTED SUBGRADE

CONCRETE EXPANSION JOINT

LS-501

EXISTING EXPOSED AGGREGATE CONCRETE

SECTION

5" 6"

C

EN

TE

R

ED

IN

S

LA

B

NOTES:

1. REFER TO SITE PLAN FOR JOINT LAYOUT.

2. USE ISOLATION JOINTS AT ALL STRUCTURES AND FIXED OBJECTS SUCH AS INLETS.

ISOLATION JOINTS ARE EXPANSION JOINTS WITHOUT SLIP DOWELS.

3. PROVIDE DOWELED EXPANSION JOINT BETWEEN NEW CONCRETE PAVING AND ADJACENT

NEW OR EXISTING CONCRETE PAVING

COMPACTED SUBGRADE

4,000 PSI CONCRETE PAVING

WWF- EPOXY COATED 6 X 6 - W 2.9 X W 2.9

FLAT SHEETS ONLY, SET ON GALVANIZED CHAIRS

8"

COMPACTED AGGREGATE - TYPE 2 NYSDOT

ITEM NO. 304.12 SUBBASE

CUT WWF AT JOINTS

MEDIUM BROOM FINISH - PERPENDICULAR TO

DIRECTION OF TRAVEL

#4 X 18" STEEL EPOXY-COATED SLIP DOWEL;

18" O.C. GREASE AND CAP ONE END

CONTROL JOINT : 1 1/2" DEEP, 3/8" WIDE,

3/16" RADIUS EDGES

CONCRETE EXPANSION JOINT

LS-501

8"CONCRETE

PAVING

PREMOLDED JOINT FILLER

(FULL DEPTH)

BACKER ROD

SEALANT

SLIP DOWEL

2"

3"

4' -0

D

EP

TH

T O

F R

O

ST

SET TOP OF

MONUMENT

FLUSH WITH

FINISH GRADE

MONUMENT MARKER (PROTECT

VISIBLE SURFACES DURING

PLACEMENT INTO CONCRETE)

FORGED ALUMINUM DOMED-TOP

MONUMENT MARKER WITH 3/4"

DIAMETER SPLIT STYLE STEM AND

INTEGRAL LOCATION MAGNET

IMBEDDED

SMOOTH-TROWEL FINISH TOP

SURFACE, ENSURING POSITIVE

DRAINAGE

8" CONC. CYLINDER W/3,500 PSI

CONCRETE @ 28 DAYS

GAP AROUND CYLINDER &

SURROUNDING EARTH SHALL BE

FILLED WITH CONCRETE TO WITHIN

4" OF FINISH GRADE

COMPACTED APPROVED FILL OR

NATIVE EARTH

NOTES:

1. ALL LAWNS WITHIN THE BURIAL SECTIONS

SHALL BE INSTALLED AND ACCEPTED

PRIOR TO MONUMENT-BASE PLACEMENT;

ALL LAWNS DAMAGED DURING

INSTALLATION SHALL BE REPAIRED AT

CONTRACTOR'S EXPENSE

2. FINISH GRADE IS TOP OF TOPSOIL.

3. GRID MONUMENT CROSS HAIR TO BE

INCISED TO A MINIMUM DEPTH OF 1/64" SO

AS TO BE CLEARLY VISIBLE AND

PERMANENTLY LEGIBLE.

1" MIN.

MONUMENT MARKER

CONCRETE BASE

4"Ø FORGED ALUMINUM

DOMED-TOP MONUMENT

MARKER

FIELD INCISED HAIRS ON CAP;

1/64" MIN DEPTH. CROSS-HAIRS

SHALL BE PARALLEL AND

PERPENDICULAR TO THE

GRAVESITE GRIDLINES &

PRECISE TO ±0.005'

REQUIRED TEXT

ENGRAVED ON CAP

CROSS HAIRS MUST FALL

WITHIN 3/4" OF THE CENTER

OF THE MARKER OR THE

ENTIRE MONUMENT MUST BE

MOVED

PLAN

G R A V E

S

I T E GR I D MO

NU

M E N T

NOTES:

1. CLEAN MONUMENT:

1.1. REMOVE ALL STAINS AND SURFACE GRIME FROM ALL MONUMENT STONE SURFACES.

1.2. USE THE GENTLEST EFFECTIVE METHODS IN ACCORDANCE WITH SECRETARY OF THE INTERIOR STANDARDS FOR HISTORIC

PRESERVATION.

1.3. TEST ALL CLEANING PRODUCTS ON A SMALL AREA AS APPROVED BY THE COR BEFORE USING WIDELY.

2. REMOVE EXISTING JOINT SEALANT MATERIALS AND REPLACE WITH NEW BACKER ROD AND SEALANT AT ALL EXISTING JOINTS.

3. COLOR: MATCH ADJACENT STONE. SAMPLES REQUIRED.

STONE JOINT SEALANT

LS-503CLEAN ALL MONUMENT STONE SURFACES

STONE JOINT

SEALANT

LS-503

VA FORM 08 - 6231

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LS-501

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

SITE DETAILS

KAR

BID SET

917CM3006

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

SCALE:

CONCRETE PAVEMENT (HEAVY DUTY - EXPOSED AGGREGATE FINISH)

1" = 1'-0"1 SCALE:

CONCRETE PAVEMENT (STANDARD DUTY)

1" = 1'-0"2

SCALE:

CONCRETE EXPANSION JOINT

1' = 1'-0"3

SCALE:

BURIAL GRID MONUMENT( TYP.)

3" = 1'-0"4 SCALE:

SARATOGA COUNTY MONUMENT

1' = 1'-0"5

8"

2"'

71 2"'

POST PLAN

1"=1'-0"

1' -1

2' -6

9"

NOTES:

1. SAMPLES, SHOP DRAWINGS, AND MOCKUP

REQUIRED. REFER TO SPECIFICATION

SECTION 32 33 00

2. CAST STONE FAUCET POST COLOR:

MEDIUM GREY TO MATCH GRANITE SIGN

POSTS FAUCET

1/2" DEEP RECESS FOR ALUMINUM PLATE

ON THREE SIDES OF PRECAST POST

FAUCET

1/2" DEEP RECESS WITH BEVEL EDGE

FOR ALUMINUM PLATE ON THREE SIDES

OF PRECAST POST - ATTACHED WITH

TWO 1/4" X 2" STAINLESS STEEL

ANCHORS

R2 1/4"TYP.

6" 2'

-0

1'-6"'

2'

4'

3' -8

"DO NOT DRINK" VINYL DECAL

CENTERED ON ALUMINUM PLATE ON

THREE SIDES OF PRECAST POST

4"'

4-1/2"

ALUMINUM

PANEL

ELEVATION

NOT TO SCALE

ALUMINUM PANEL

MOUNTING SURFACE

DECAL

POST ELEVATION

1"=1'-0"

7-1/2"

1-1/2" SCH. 40 PVC PIPE

CAST INTO CONCRETE

POST.

PRECAST CONCRETE

POST

SPIGOT WITH ACCESSIBLE

HANDLE AS SPECIFIED

1/2" DEEP RECESS FOR

ALUMINUM PLATE - THREE

SIDES

1" DIAMETER, WASHED,

ROUNDED RIVER ROCK

DRAINAGE AGGREGATE

- AASHTO #57 STONE

GEOTEXTILE FABRIC ALL

SIDES

3/8" PEX TUBING

2"'

3/8" ISOLATION JOINT AT SIGN

POST WITH BACKER ROD AND

SEALANT

BULKHEAD FITTING

EXTEND PVC SLEVE AND

PEX TUBING TO VALVE

BOX (REFER TO

IRRIGATION DRAWINGS)

#4 EPOXY COATED

REINFORCING BAR

9"

LCLC LC

8'-8"'

1'-6"' 3'' 2'-7"'

VALVE BOX

5' -0

LC LC

LC

SECTION/ELEVATION

PLAN

#4 EPOXY COATED

REINFORCING BAR

1' -9

LC

1'-7"'

1'-0"

1' -0

NOTE

FOR FLOWER WATERING STATIONS ADJACENT TO PAVING:

1. MEET ADJACENT PAVING FLUSH AT GRADE

2. PROVIDE 3/8" ISOLATION JOINT WITH JOINT FILLER BACKER ROD

AND SEALANT BETWEEN CONCRETE PAD AND EXISTING PAVING

CONCRETE PAVEMENT

(STANDARD DUTY)

LS-501

CAST STONE

FAUCET POST

LS-502

VASE CONTAINER

RECEPTACLE

LS-502

TRASH

RECEPTACLE

LS-502

3' -2

/4

2'-4"

1'-9 3/4"

CONTINUOUS 2-1/2" STEEL BAND

AROUND RECEPTACLE WITH

"TRASH" LABEL APPLIED; TYPEFACE

FOR LABELS TO BE HELVETICA

MEDIUM, UPPER AND LOWER CASE;

2-1/4" HT LETTERS

WELD STEEL BRACKET TO

INNER SIDE OF LID FOR

MOUNTING TO RECEPTACLE

STAINLESS STEEL DOME LID

1'-7"

1'-11 3/4"

AIRCRAFT STEEL CABLE

LOOPED THROUGH

BRACKET ON LID AND

ATTACHED TO LITTER

RECEPTACLE

NOTES:

1. DRILL (4) 3/8" DIAMETER

HOLES IN BOTTOM OF

PLASTIC RECEPTACLES

FOR WATER DRAINAGE

2. REFER TO SITE PLANS

FOR BASE BID AND

OPTIONS.

FINISH GRADE

CONCRETE SLAB

ANCHOR RECEPTACLES WITH

STAINLESS STEEL EXPANSION

SHIELDS AND BOLTS PER

MANUFACTURER'S SPECIFICATIONS

ROUND

ROUND

ELEVATION

2' -1

0- 1/

2"

2'-4"'

1'-7"

1'-11 3/4"

14 GAUGE STEEL LID

FIXED PORTION OF LID

RIVETED TO STEEL TAB

CONTINUOUS HINGE SPOT

WELDED TO BOTTOM

Flower Vases

1/4" X 1" HANDLE

WELDED TO LID

BOTTOM VIEW

3/4" ANCHOR BOLT HOLE

BASE SUPPORTS: 3/8" X 3"

SOLID SOLID STEEL BARS

BAND ROLLED FROM 1/4" X

2" SOLID STEEL BARS

ANCHOR CONTAINER WITH

STAINLESS STEEL EXPANSION

SHIELDS AND BOLTS PER

MANUFACTURER'S SPECIFICATIONS

FINISH GRADE

CONCRETE SLAB

SPECIAL HINGED LID WITH

FLORAL REGULATIONS

DECAL ATTACHED - SEE

LID PLAN VIEW

1' -1

7/

8"

ELEVATION

ROUND

CONTINUOUS 2-1/2" STEEL BAND

AROUND CONTAINER WITH

"FLOWER VASES" LABEL APPLIED;

TYPEFACE FOR LABELS TO BE

HELVETICA MEDIUM, UPPER AND

LOWER CASE; 2-1/4" HT LETTERS

HANDLE

LID PLAN VIEW

1' -9

/4

"10

FLORAL

REGULATIONS TEXT

LS-502

1. Cut flowers and temporary containers are permitted at all times.

2. Artificial flowers are permitted only from November 1st to April 30th.

3. No plantings of any kind are permitted.

4. Holiday arrangements are permitted from December 1st - January 20th.

5. Statues, religious articles, breakable containers, balloons, and similar items are not permitted.

6. Please do not attach any items to headstones and markers

7. Floral items will be removed from graves when they become faded or are unsightly.

Scheduled floral pickups allow necessary cemetery grounds maintenance.

8. Unauthorized items will be removed and disposed of.

71 2"'

1'-21 2"'

4"'

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LS-502

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

SITE DETAILS

KAR

BID SET

917CM3006

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

SCALE:

CAST STONE FAUCET POST - CONTRACT OPTION 2

1" = 1'-0"4

SCALE:

FLORAL STATION - CONTRACT OPTION 2

1" = 1'-0"1

SCALE:

TRASH RECEPTACLE

1" = 1'-0"2 SCALE:

VASE CONTAINER RECEPTACLE - CONTRACT OPTION 2

1" = 1'-0"3

SCALE:

FLORAL REGULATIONS TEXT - CONTRACT OPTION 2

6" = 1'-0"5

NOTES

1. REMOVE ALL EXISTING GRANITE WALL CAPS WITH BRONZE SERVICE BRANCH

PLAQUES (5). TURN BRONZE PLAQUES OVER TO CEMETERY STAFF (5).

2. PROVIDE REPLACEMENT GRANITE WALL CAPS (5)

3. PROVIDE NEW 24" DIA BRONZE SERVICE BRANCH PLAQUES (6).

4. REPLACE ANY GRANITE WALL CAPS OR OTHER EXISTING FEATURES DAMAGED BY

THE CONTRACTOR AS A RESULT OF CONSTRUCTION ACTIVITIES AT NO ADDITIONAL

COST TO THE GOVERNMENT.

5. REPLACEMENT GRANITE WALL CAPS SHALL MATCH THE EXISTING WALL CAPS IN

EVERY RESPECT INCLUDING BUT NOT LIMITED TO DIMENSIONS, GRAIN, COLOR, AND

FINISH.

6. SAMPLES AND SHOP DRAWINGS REQUIRED.

7. FIELD VERIFY EXISTING CONDITIONS.

REMOVAL

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (ARMY)

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (MARINES)

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (NAVY)

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (AIR FORCE)

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (COAST GUARD)

PROVIDE NEW BRONZE PLAQUE ON

EXISTING CAP STONE (SPACE FORCE)

INSTALLATION

PROTECT WALL CAPS AND

FLAGPOLE LIGHTING TO

REMAIN, TYP.

PROTECT

EXISTING

PAVING, TYP.

REMOVE ALL GRANITE CAP

STONES WITH PLAQUES (5)

REMOVE BRONZE PLAQUE AND

TURN OVER TO CEMETERY STAFF

(COAST GUARD)

SERVICE BRANCH PLAQUE

(TYP.)

LS-503

REMOVE BRONZE PLAQUE AND

TURN OVER TO CEMETERY STAFF

(AIR FORCE)

REMOVE BRONZE PLAQUE AND

TURN OVER TO CEMETERY STAFF

(NAVY)

REMOVE BRONZE PLAQUE AND

TURN OVER TO CEMETERY STAFF

(ARMY)

REMOVE BRONZE PLAQUE AND

TURN OVER TO CEMETERY STAFF

(MARINES)

PROTECT ALL EXISTING WALL

CAPS TO REMAIN (TYP.)

PROTECT

FLAGPOLE TO

REMAIN

ASSEMBLY AREA

WALL CAP STONE

(TYP. - 5 TOTAL)

LS-503

WALL CAP JOINT

SEALANT (TYP. ALL

CAP STONES)

LS-503

REFERENCE IMAGE - EXISTING CONDITION

UNDERSIDE OF PLAQUE

EQ

EQ

2'

4 THREADED

BOSSES FOR 12" DIA

BRONZE BOLTS

BOLT CIRCLE

PROVIDE THREADED

BRONZE BOLTS (4 PER

SEAL, 12" DIA X 2" LONG).

CORE DRILL GRANITE

CAP (1" DIA HOLES) AND

SET WITH NON-SHRINK

GROUT.

CAST BRONZE SERVICE

EMBLEM PLAQUE

PROVIDE SILICONE

SEALANT AROUND

PERIMETER OF SEAL,

TYP.

PROTECT

EXISTING STONE

WALL, TYP.

EQ

EQ

EQ. EQ.

PLAN

SECTION REFERENCE IMAGE

31 1/2"

PROTECT EXISTING STONE

WALL, TYP.

MORTAR SETTING BED; DIMENSIONS,

COLOR, AND JOINT PROFILE TO MATCH

EXISTING

3/4" DIA X 6" TYPE 304 SS PINS, 2 PER

CAPSTONE, SET IN NON-METALLIC

NON-SHRINK GROUT

31 1/2"

36 1/4"

17 23/32"

7 7/8"

36'-1-6/64" INSIDE RADIUS

38'-8 9/16" OUTSIDE RADIUS

38 55/64"

EQ

LC

EQ

EQEQ

(2) 1" Ø x 3" DEPTH

HOLES TO RECEIVE PINS

ANGLE (4.8163 DEG)

8"

NOTES:

1. FIELD VERIFY ALL EXISTING

DIMENSIONS. REPLACEMENT CAPS

SHALL MATCH EXISTING WALL

CAPS IN ALL RESPECTS.

2. EXISTING WALL STONE IS

"GEORGIA GREY" GRANITE. ALL

EXPOSED FACES TO BE HONED

FINISH, ALL HIDDEN FACES SAWN.

3. PROVIDE SHOP DRAWINGS AND

SAMPLES FOR APPROVAL PRIOR

TO FABRICATION

CHORD LENGTH

CORE DRILL EXISTING CONCRETE

WALL TO RECEIVE PINS

REFER

TO

STRUCTURAL

DRWINGS

1' -0

6"

NOTES:

1. CONTRACTOR TO PROVIDE ONE

(1) FLAGPOLE AND COMPLETE

RIGGING TO MATCH THE FIVE (5)

EXISTING FLAGPOLES TO BE

RELOCATED.

2. FOUNDATION TUBE: 12" O.D. X 16

GA. GALVANIZED CORRUGATED

STEEL GROUND TUBE WITH

WELDED STEEL INTERNAL

CENTERING WEDGES AND 3/4"

DIA STEEL LIGHTNING SPIKE

WELDED TO STEEL BOTTOM

SUPPORT PLATE.

3. STORE IN A DRY PLACE. IF

OUTSIDE STORAGE IS

NECESSARY, ELEVATE ABOVE

THE GROUND.

4. FIELD VERIFY ALL ASPECTS OF

EXISTING FLAGPOLES SO THAT

NEW ONE IS AN IDENTICAL

MATCH.

REFER TO STRUCTURAL DRAWINGS

FINISHED GRADE

STEEL SUPPORT PLATE WELDED TO

GROUNDING ROD

3/4" DIA. STEEL GROUNDING ROD,

EXTEND MIN. 6" BELOW CONCRETE.

ATTACH LIGHTNING KIT TO ROD,

WELDED TO PLATES.

STEEL BASE PLATE WELDED TO

GROUNDING ROD

FOUR STEEL CENTERING WEDGES

WELDED TO PLATE

12" DIA. GALV. CORR. STEEL

SLEEVE EXTENDED UP TO FINISH

GRADE

COMPACTED OR

UNDISTURBED SUBGRADE

4,500 PSI CAST IN PLACE

CONCRETE FOOTING

TAMPED DRY SAND INSIDE

SLEEVE

FOUR HARDWOOD

WEDGES

SPUN ALUMINUM FLASH

COLLAR FINISH TO MATCH

FLAGPOLE

SILICONE SEALANT ALL

AROUND

2% MIN. WASH, MEDIUM

BROOM FINISH

30'ALUMINUM

FLAG POLE

(CLEAR HT.) -

FIELD VERIFY

FLAG

- PROVIDED BY

GOVERNMENT,

INSTALLED BY

CONTRACTOR

FORM TOP 6" NEATLY

REFERENCE IMAGE - EXISTING CONDITION

STONE WALL CAP

PE

R

M N

FR

IN

ST

R U

C

TI

O N

S

EXISTING JOINT FILLER

(COMMITTAL SHELTER

AND SARATOGA COUNTY

MEMORIAL), OR NEW

JOINT FILLER (ASSEMBLY

AREA WALL)

BACKER ROD

JOINT SEALANT

NOTES:

1. COMMITTAL SHELTER SEAT WALL CAP JOINTS:

A. REMOVE EXISTING JOINT SEALANT MATERIALS AND

REPLACE WITH NEW BACKER ROD AND SEALANT.

B. COMMITTAL SHELTER SEAT WALL STONE CAPS ARE 22"

WIDE X 4" THICK.

C. COLOR: MATCH EXISTING

2. SARATOGA COUNTY MONUMENT JOINTS:

A. REMOVE ALL EXISTING JOINT SEALANT MATERIALS AND

REPLACE WITH NEW BACKER ROD AND SEALANT (FRONT,

TOP, AND BACK OF MONUMENT).

B. 2 MONUMENT WALL JOINTS ARE APPROXIMATELY 12"

THICK X 6' TALL.

C. COLOR: MATCH EXISTING

3. ASSEMBLY AREA WALL CAP JOINTS: PROVIDE FOR ALL WALL

CAP JOINTS.

A. PROVIDE JOINT SEALANT AT HORIZONTAL AND VERTICAL

WALL CAP JOINTS.

B. FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS

C. COLOR: MATCH EXISTING

VA FORM 08 - 6231

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321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LS-503

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

SITE DETAILS

KAR

BID SET

917CM3006

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

SCALE:

ASSEMBLY AREA - SERVICE BRANCH PLAQUES

1" = 10'1

SCALE:

SERVICE BRANCH PLAQUE

1" = 1'-0"2 SCALE:

ASSEMBLY AREA WALL CAP STONE

1" = 1'-0"3

SCALE:

FLAGPOLE

1/2" = 1'-0"5

SCALE:

STONE JOINT SEALANT

1' = 1'-0"4

SECTION 20

SECTION 16

SECTION 10

SECTION 9

1,100 STD

CASKET SITES

SECTION 12

1,825 PPC

SECTION 11

FUTURE

COLUMBARIUM

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N

7640249.48 SGGR

7641 249.73SGGR

7642249.54SGGR

7643249.26 SGGR

7644248.53 SGGR

7645 249.68SGGR

7646 249.52SGGR

7647 249.28SGGR

7648 248.99SGGR

7649249.61SGGR

7650 249.28SGGR

7651249.51SGGR

7652 248.51SGGR

7653249.11SGGR7654248.98 SGGR

7655249.17SGGR

7656250.02 SGGR

7657251.80SGGR

7658250.41 SGGR

7659249.40 SGGR

7660248.99 SGGR

7661 249.97SGGR

7662251.49 SGGR

7663250.66SGGR

7664250.25SGGR

7665 249.50SGGR

7666252.04SGGR 7667251.77 SGGR

7668250.02SGGR

7669251.32SGGR

7670249.70SGGR

7671248.80SGGR

7672248.65SGGR

7673 248.75SGGR

7674 250.46SGGR

7675249.28 SGGR

7676 251.88SGGR

7677251.24 SGGR

7678 251.99SGGR

7679 251.87SGGR

7680 251.66SGGR

7681251.46SGGR

7682251.42SGGR

7683250.97 SGGR

7684250.43 SGGR

7685250.70SGGR

7686249.38SGGR

7687249.45 SGGR

7688250.20SGGR

7689252.05SGGR

7690250.86SGGR

7691 250.59SGGR

7692 251.32SGGR

7693250.47SGGR

7694 249.39SGGR

7695251.96SGGR

7696251.23SGGR

7697 251.10SGGR

7698 249.94SGGR

7699 251.21SGGR

7700249.21SGGR

7701252.34SGGR

7702252.06 SGGR 7703251.14SGGR 7704 250.45SGGR

7705249.73 SGGR

7706250.63SGGR

7707248.85SGGR

7708249.56 SGGR

7709248.86SGGR

7710 251.60SGGR

7711249.59 SGGR

7712249.13SGGR

7713250.91SGGR

7714251.43 SGGR

7715250.67SGGR

7716251.74SGGR

7717249.36 SGGR

7718251.95SGGR

7719 250.24SGGR

7720251.82SGGR

7721251.87SGGR

7722251.81SGGR

7723251.57 SGGR

7724252.03 SGGR

7725251.62 SGGR

7726252.28SGGR

7727252.16 SGGR7728 252.28SGGR

7729 252.09SGGR 7730 251.85SGGR

7731249.51SGGR

7732251.44SGGR

7733251.40SGGR

7734251.77 SGGR

7735250.96SGGR

7736251.79SGGR

7737 251.48SGGR

7738251.47 SGGR

7739 251.84SGGR

7740 251.94SGGR

7741251.90SGGR

7742249.68SGGR

7743 250.12SGGR

7744250.70SGGR

7745251.03SGGR

7746251.03SGGR

7747251.54 SGGR

7748251.14SGGR

7749 251.63SGGR

7750251.54 SGGR

7751250.82SGGR

7752 249.35SGGR

7753249.71 SGGR

7754 249.15SGGR

7755250.37SGGR7756251.16SGGR

7757249.05SGGR

7758252.24SGGR

7759251.97 SGGR

7760249.37SGGR

7761 248.75SGGR

7762250.23SGGR

7763249.59 SGGR

7764249.96SGGR

7765 248.67SGGR

7766 250.40SGGR

7767249.21SGGR

7768248.77SGGR

7769249.21SGGR

7770 249.05SGGR

7771248.96 SGGR

7772249.85SGGR

7773249.62SGGR

7774249.45SGGR

7775249.30SGGR

7776 249.91SGGR

7777 249.82SGGR

7778249.65SGGR

7779249.89SGGR

7780250.17 SGGR

7781249.91SGGR

7782 249.00SGGR

7783249.23SGGR

7784 249.30SGGR

7785 249.28SGGR

7786249.99SGGR

7838 254.50SGPV

7839 254.54SGPV

7840254.52SGPV

7841254.54SGPV

2848238.97SGGR

2849238.66SGPV

2850240.68SGPV

2851241.63SGPV

2852241.78SGPV

2853241.72SGPV

2854240.64SGPV

2855239.58SGPV

2883250.71SGPV2884250.85SGPV2885 250.94SGPV

2886251.02SGPV

2887251.12SGPV

2888251.26 SGPV

2889 250.18SGPV

2890250.20 SGPV

2891250.15 SGPV

2892250.07SGPV

2893250.08SGPV

2894249.99 SGPV

2895 249.91SGPV

2896250.81SGPV

2897251.18SGPV

2898250.72SGPV

2899 250.51SGPV

2900 251.42SGPV

52250.18TRAV SNS

2907249.46 SGPV

2908 249.91SGPV

2909250.54SGPV

2911 250.96SGPV

2912 251.04SGPV

2924 250.15SGPV

2925 250.43SGPV

2926 250.80SGPV

2927 250.94SGPV

2928251.10SGPV

2938251.41SGPV

2939251.45SGPV

2940 251.42SGPV

10053257.26TRAV SNS

2968250.08SGPV

2969250.44 SGPV

2970250.67SGPV

2971250.79 SGPV

2972 250.84SGPV

2973250.78SGPV

2974 250.53SGPV

2975250.28SGPV

2976250.93SGPV

2977 251.08SGPV

2978251.23SGPV

2979 251.27SGPV

2980251.12 SGPV

2981250.97SGPV

2982250.84SGPV

2983250.68SGPV

2984251.29 SGPV

2985251.48 SGPV

2986 251.73SGPV

2987251.97 SGPV

2988251.96 SGPV

2989 251.72SGPV

2990251.44 SGPV

2991 251.13SGPV

2992251.04SGPV

2996 251.58SGPV

2997251.79SGPV

2998 252.04SGPV

2999 252.00SGPV3000252.10SGPV

3001252.16SGPV

3002252.31SGPV

3003 252.14SGPV

3004252.36 SGPV

3005252.72SGPV

3006 252.98SGPV

3007253.24SGPV

3008254.18 SGPV

3009255.09SGPV

3010255.61SGPV

3011256.16 SGPV

3012256.18SGPV

3013256.18SGPV

3014 255.93SGPV

3015255.70SGPV

3016 254.93SGPV

3017254.23 SGPV

53257.11TRAV SNS 10053

3030254.40FP

3031254.80 SGPV

3032255.04SGPV

3033254.57SGPV

3034 254.57SGPV

3035254.53 SGPV

3036254.55 SGPV

3037254.59 SGPV

3042254.62SGPV

3043254.54SGPV

3044 254.43SGPV

3045254.15SGPV

3046254.02SGPV

3047254.21SGPV

3048254.37SGPV

3049 254.63SGPV

3050254.96SGPV

3051254.64SGPV

3052 254.72SGPV

3053 255.18SGPV

3054253.30SGPV

10054245.65 TRAV MONF

10055242.93TRAV SNS

54245.65 TRAV SNS 10054

55242.96TRAV SNS 10055

8227250.66SGPV

8228250.74SGPV

8229250.66SGPV

8230250.58SGPV

246246

244244

255 255

4 254

FF

.3

FF

.3

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LP-105

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

PLANTING PLAN - AREA D

KAR

SURVEY NOTE

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

BY KCI TECHNOLOGIES, INC., 1352 MARROWS RD, STE 100,

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN MARCH 2023.

OTHER BASE MAP INFORMATION (SHOWN IN LIGHT GREY) WAS

COMPILED FROM GIS MAPS AND RECORD DRAWINGS AND HAS NOT

BEEN VERIFIED.

BID SET

NO

RT

H

917CM3006

KEY PLAN NOT TO SCALE

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

PLANTING NOTES

1. COMPLY WITH THE STANDARDS OF THE AMERICAN

ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR

NURSERY STOCK" FOR PLANT MATERIAL SPECIFICATIONS.

2. EXCAVATE PLANT PITS TO DEPTH AND DIMENSION SHOWN ON

THE DETAILS, AND PREPARE PLANTING BEDS AND LAWN AREAS

AS SPECIFIED.

3. OBTAIN PLANTS FIELD GROWN IN LOCAL NURSERIES, OR IN

CLIMATES (HARDINESS ZONE) SIMILAR TO THE PROJECT SITE'S

LOCATION. NO PLANTS GROWN OR OBTAINED IN AREAS

OUTSIDE THIS HARDINESS ZONE ARE ACCEPTABLE.

4. PERFORM SOILS TESTS (FOR EXISTING AND IMPORTED TOPSOIL)

AND APPLY SOIL AMENDMENTS TO PLANTING BEDS AND LAWN

AREAS PER RESULTS OF SOILS TEST AND AS SPECIFIED.

PROVIDE COPY OF SOILS TEST REPORT TO TO OWNER'S

REPRESENTATIVE PRIOR TO PLANTING OPERATIONS.

5. COORDINATE LANDSCAPING WITH EXISTING AND PROPOSED

UTILITY LOCATIONS. DETERMINE LOCATION OF

UNDERGROUND/OVERHEAD UTILITIES OR OTHER FEATURES TO

REMAIN DO NOT INTERFERE. CONTACT OWNER'S

REPRESENTATIVE FOR ALTERNATE LOCATIONS.

6. SHOULD A DISCREPANCY EXIST BETWEEN THE PLANT

SCHEDULES AND PLANTING PLAN, THE FOLLOWING GOVERNS:

A. NUMBER OF PLANT MATERIAL--PLANTING PLAN GOVERNS

B. SIZE OF PLANTS--LARGEST SIZE GOVERNS

C. TYPE OF PLANT MATERIAL--AS DIRECTED BY OWNER'S

REPRESENTATIVE.

7. MAKE NO PLANT SUBSTITUTIONS WITHOUT PRIOR APPROVAL BY

THE OWNER'S REPRESENTATIVE.

8. UNLESS OTHERWISE INDICATED, ALL AREAS DISTURBED BY

CONSTRUCTION ACTIVITY SHALL BE REPAIRED WITH SOD, (NOT

SEED).

9. PROVIDE MULCH RING AROUND INDIVIDUAL TREES.

10.REFER TO PLANTING DETAILS ON LP-501

11.REFER TO SPECIFICATION SECTION 32 90 00.

12.UNLESS OTHERWISE INDICATED, ALL AREAS DISTURBED BY

CONSTRUCTION ACTIVITY SHALL BE REPLACED WITH SOD, (NOT

SEED. CONTRACTOR SHALL RE-SOD ALL LAWN AREAS

DISTURBED BY CONSTRUCTION REGARDLESS OF WHETHER

SODDING IS SPECIFICALLY SHOWN ON THE PLANS OR NOT.

TREES

3 B&B2" CAL.

COND.SIZEQTY. BOTANICAL NAME

COMMON NAME

SWAMP WHITE OAK

QUERCUS BICOLOR

PLANT LIST

DECIDUOUS TREE

LEGEND

SECTION VIEW

6' -0

2'

-0

TWO (2) 2" SQUARE HARDWOOD

STAKES. INSTALL

APPROXIMATELY 2" AWAY FROM

THE EDGE OF THE ROOT

BALL. STAKE LOCATION SHALL

NOT INTERFERE WITH

PERMANENT BRANCHES.

PLAN VIEW

ARBOR TIE OR

APPROVED EQUAL

STAKES

REMOVE NURSERY STAKE IF PRESENT

WOVEN POLYPROPYLENE STRAP -

ARBOR TIE OR APPROVED EQUAL.

PREVAILING

WIND

SECTION VIEW

NOTES:

1. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN

OBSERVATIONS AND ROOT OBSERVATIONS DETAILS AND

SPECIFICATIONS.

2. REMOVE ALL WIRES/ROPES HOLDING WIRE BASKET/BURLAP IN

PLACE.

3. REMOVE BURLAP FROM TOP AND SIDES OF BALL (IF ORGANIC).

IF SYNTHETIC, REMOVE IN ITS ENTIRETY.

4. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED

TO THIS DETAIL.

TOP OF ROOT BALL SHALL BE FLUSH WITH

FINISHED GRADE OR SLIGHTLY HIGHER.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL

AROUND THE ROOT BALL IN 6" LIFTS TO

BRACE TREE. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE

ROOT BALL TO SETTLE THE SOIL.

3" HARDWOOD MULCH.

NO MORE THAN 1" OF MULCH ON

TOP OF ROOT BALL. (SEE

SPECIFICATIONS FOR MULCH).

EDGE TO 6' DIAMETER CIRCLE

LOOSENED SOIL. DIG AND TURN

THE SOIL TO REDUCE COMPACTION

TO AREA AND DEPTH SHOWN

BOTTOM OF ROOT BALL

RESTS ON RECOMPACTED SOIL.

EXISTING SOIL

FINISHED GRADE.

CENTRAL LEADER

- DO NOT CUT

ROOT BALL MODIFIED AS REQUIRED.

ROOT BALL SHALL MEET ANZI Z-60.1

SIZE FOR TRUNK CALIPER SPECIFIED.

ROUND-TOPPED

SOIL BERM 4" HIGH X 8" WIDE

ABOVE ROOT BALL SURFACE

SHALL BE CONSTRUCTED AROUND

THE ROOT BALL. BERM SHALL

BEGIN AT ROOT BALL PERIPHERY. 12"

ROOT BALL DEPTH

CUT HERE.CUT HERE.

CUT HERE.

CUT HERE.

TREE PLANTED TOO DEEPLY IN ROOT BALL.

REMOVE EXCESS SOIL AND ROOTS TO MEET

ROOT INSPECTION DETAIL. EXCESS SOIL DEEPER

THAN 2" ABOVE STRUCTURAL ROOTS IS CAUSE

FOR REJECTION OF THE PLANT.

REMOVE STRUCTURAL ROOTS (4 SHOWN IN

BLACK) EXTENDING FROM ROOT BALL.

FOUR STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE ROOT (WHITE)

GROWING OVER STRUCTURAL ROOTS.

FIVE STRUCTURAL (LARGE) ROOTS

SHOWN IN BLACK. REMOVE

STRUCTURAL (WHITE) ROOT

WRAPPING ROOT COLLAR.

SIX STRUCTURAL ROOTS SHOWN IN

BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING OVER

ROOT COLLAR BY CUTTING THEM

JUST BEFORE THEY MAKE AN

ABRUPT TURN.

CUT HERE.CUT HERE.

NOTES:

1- ALL TREES SHOWN ARE REJECTABLE UNLESS THEY UNDERGO RECOMMENDED

CORRECTION.

2- FIRST STEP 1, THEN STEP 2. ADJUST HOLE DEPTH TO ALLOW FOR THE REMOVAL

OF EXCESS SOIL AND ROOTS OVER THE ROOT COLLAR.

3- ROOTS AND SOIL MAY BE REMOVED DURING THE CORRECTION PROCESS;

SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE CORRECTION HAS BEEN

COMPLETED.

4- TREES SHALL PASS ROOT OBSERVATIONS DETAIL FOLLOWING CORRECTION.

NEW ROOT

BALL SURFACE.

TREE PLANTED TOO DEEPLY IN ROOT

BALL. REMOVE EXCESS SOIL AND

ROOTS TO MEET ROOT INSPECTION

DETAIL.

REMOVE

EXCESS ROOTS.

REMOVE EXCESS

SOIL.

SEVEN STRUCTURAL ROOTS SHOWN

IN BLACK. REMOVE STRUCTURAL

ROOTS (WHITE) GROWING AROUND

OR OVER ROOT COLLAR BY CUTTING

THEM JUST BEFORE THEY MAKE AN

ABRUPT TURN.

ROOT COLLAR.

ROOT COLLAR.

REMOVE STRUCTURAL ROOTS (4 SHOWN

IN BLACK) DEFLECTED ON ROOT BALL

PERIPHERY. SMALL ROOTS (1/4" OR LESS)

AT THE PERIPHERY OF THE ROOT BALL

ARE NOT DEFINED AS DEFECTS AND DO

NOT NEED TO BE REMOVED.

NOTE:

REMOVE WIRE BASKETS

AND TIES AND ALL

SYNTHETIC BURLAP

BEFORE PLANTING.

REMOVE TOP 1/3 OF

ORGANIC BURLAP.

STEP 1 - REMOVE SOIL AND ROOTS OVER THE ROOT COLLAR

STEP 2 - REMOVE DEFECTS

ACCEPTABLE REJECTABLE

ROOT COLLAR.

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT

BALL WITHOUT DEFECTING DOWN OR AROUND.

ROOT BALL

PERIPHERY.

ABSORBING

ROOTS.

STRUCTURAL

ROOTS.

STRUCTURAL

ROOTS

STRUCTURAL ROOTS PRIMARILY GROW TO

ONE SIDE.

STRUCTURAL ROOTS MISSING FROM ONE

SIDE, AND/OR GROW TANGENT TO TRUNK.

STRUCTURAL ROOTS CIRCLE INTERIOR OF

ROOT BALL. NO STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE ROOT BALL

PERIPHERY NEAR THE TOP OF THE ROOT

BALL.

STRUCTURAL ROOTS DESCEND INTO ROOT

BALL INTERIOR OR ARE DEEPER THAN 2"

FROM TOP OF BALL. NO STRUCTURAL

ROOTS ARE HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR THE TOP OF

THE ROOT BALL.

ONLY ABSORBING ROOTS REACH THE

PERIPHERY NEAR THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS MOSTLY WRAP OR ARE

DEFLECTED ON THE ROOT BALL INTERIOR.

Notes:

1. Observations of roots shall occur prior to acceptance. Roots and soil may be removed during the observation process; substrate/soil shall be replaced after the observations have been completed.

2. See specifications for observation process and requirements.

STRUCTURAL

ROOT

CIRCLING.

TOP OF

ROOT

BALL.

POINT

WHERE TOP-

MOST ROOT

EMERGES

FROM TRUNK.

THE POINT WHERE THE TOP-MOST ROOT(S) EMERGES FROM

THE TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2"

OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL

INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING

CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS.

STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR

THE TOP OF THE ROOT BALL.

ABSORBING ROOTS

STRUCTURAL ROOTS CIRCLE AND DO NOT

RADIATE FROM THE TRUNK.

STRUCTURAL ROOT

GROWING TANGENT

(PARALLEL) TO

TRUNK.

0-2" TO BE REMOVED

CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE

PLANS FOR FENCE ALIGNMENT.

4' -0

MAINTAIN EXISTING

GRADE WITH THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE

PLANS.

2" X 6' STEEL POSTS

TREE PROTECTION

FENCE: HIGH DENSITY

POLYETHYLENE FENCING

WITH 3.5" X 1.5"

OPENINGS; COLOR-

ORANGE. STEEL POSTS

INSTALLED AT 8' O.C.

SECTION VIEW

KEEP OUT

TREE PROTECTION

AREA

24" X 18"

SIGN

LAMINATED IN

PLASTIC SPACED

EVERY 50'

ALONG THE

FENCE.

NOTES:

1. SEE SPECIFICATIONS AND NOTES ON PLANS

FOR ADDITIONAL TREE PROTECTION

REQUIREMENTS.

2. NO PRUNING SHALL BE PERFORMED EXCEPT

BY APPROVED ARBORIST.

3. NO EQUIPMENT SHALL OPERATE INSIDE THE

PROTECTIVE FENCING INCLUDING DURING

FENCE INSTALLATION AND REMOVAL.

4. CONTRACTOR TO MAINTAIN FENCING.

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LP-501

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

PLANTING DETAILS

KAR

BID SET

917CM3006

SCALE:

TREE STAKING

NTS4

SCALE:

TREE PLANTING

NTS1 SCALE:

ROOT CORRECTION DETAIL - BALLED AND BURLAPPED

NTS2 SCALE:

ROOT OBSERVATIONS DETAIL - BALLED AND BURLAPPED

NTS3

SCALE:

TREE PROTECTION FENCE

77/256" = 1'-0"5

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

D U

ELL R

D

SECTION 20

SECTION 18

556 IGC

SECTION 16

SECTION 10

SECTION 9

1,100 STD

CASKET SITES

SECTION 5

930 PPC

SECTION 14

1,875 PPC

SECTION 12

1,825 PPC

SECTION 1

840 STD

CASKET SITES

SECTION 8

665 STD

CASKET SITES

SECTION 21

2,000 PPC

SECTION 7

1,135 STD

CASKET SITES

SECTION 6

1,430 STD

CASKET SITES

SECTION 4

1,634 PPC

MAINTENANCE

YARD

SECTION 11

FUTURE

COLUMBARIUM

CISTERN

INVERT = 129.92

CISTERN

INVERT = 130.59

CISTERN

INVERT = 133.59

CISTERN

INVERT = 133.44

CISTERN

INVERT = 133.03

CISTERN

INVERT = 132.83

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

SIGNS

TRASH

IRRIGATION

CONTROL VALVE

B-6

IRRIGATION

CONTROL VALVE

B-5

IRRIGATION

CONTROL VALVE

B-4

TREE TYP.

WATER

VALVE

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

TRASH

MAILBOX

CONCRETE

SIDEWALK

SIGN

SIGN

SIGN

SIGN

SIGN

CONCRETE

PAD

HEADSTONES

HEADSTONES

HEADSTONES

TREE TYP.

TREE TYP.

TREE TYP.

MONUMENT

SECTION

MARKER 1

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE B-6

IRRIGATION

CONTROL VALVE B-6SIGN

IRRIGATION

CONTROL VALVE

D-13

IRRIGATION

CONTROL VALVE

D-14

IRRIGATION

CONTROL VALVE

D-15

IRRIGATION

CONTROL VALVE

MACADAM

CONCRETE

PAD

AIR CONDITIONING

UNITS

1.2' PVC

INVERT = 129.12

RIP RAP

CATCH

BASIN

MACADAM

IRRIGATION

CONTROL VALVE

F-13

UNPAVED ROAD

UNPAVED ROAD

MACADAM

MACADAM

UNPAVED ROAD

RIP RAP

URN VAULTS

URN VAULTS

SIDEWALK

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

TRASH

MACADAM

MACADAM

MACADAM

MONUMENT

U N

PA

VE

D R

O

AD

MONUMENT

SECTION

MARKER 8

TRASH

IRRIGATION

CONTROL VALVE

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

IRRIGATION

CONTROL VALVE

SECTION MARKER 10

MONUMENT

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

SECTION

MARKER 9

IRRIGATION

CONTROL VALVE

IRRIGATION

WATER

MANHOLE

IRRIGATION

CONTROL VALVE J-2

IRRIGATION

CONTROL VALVE I-1

IRRIGATION

CONTROL VALVES

SIGN

WATER VALVES

IRRIGATION

CONTROL VALVE H-6

IRRIGATION

CONTROL VALVE H-8

IRRIGATION

CONTROL VALVE H-7

IRRIGATION

CONTROL VALVE

H-19

CATCH BASIN

SECTION MARKER 16

IRRIGATION

CONTROL VALVES

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

SIGN

IRRIGATION

CONTROL VALVE

H-13

SIDEWALK

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

D-18

IRRIGATION

CONTROL VALVE D-11

IRRIGATION

CONTROL VALVE D-12

IRRIGATION CONTROL VALVE

IRRIGATION

CONTROL VALVES

IRRIGATION

CONTROL VALVE

SECTION MARKER 10

FP BASE (TYP)

IRRIGATION

CONTROL VALVE A-4

IRRIGATION

CONTROL VALVE A-6

IRRIGATION

CONTROL VALVE A-5

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

SIGN

249.48

SGGR

249.73

SGGR

249.54

SGGR

249.26

SGGR

248.53

SGGR

249.68

SGGR

249.52

SGGR

249.28

SGGR

248.99

SGGR

249.61

SGGR

249.28

SGGR

249.51

SGGR

248.51

SGGR

249.11

SGGR

248.98

SGGR

249.17

SGGR

250.02

SGGR

251.80

SGGR

250.41

SGGR

249.40

SGGR

248.99

SGGR

249.97

SGGR

251.49

SGGR

250.66

SGGR

250.25

SGGR

249.50

SGGR

252.04

SGGR

251.77

SGGR

250.02

SGGR

251.32

SGGR

249.70

SGGR

248.80

SGGR

248.65

SGGR

248.75

SGGR

250.46

SGGR

249.28

SGGR

251.88

SGGR

251.24

SGGR

251.99

SGGR

251.87

SGGR

251.66

SGGR

251.46

SGGR

251.42

SGGR 7683

250.97

SGGR

250.43

SGGR

250.70

SGGR

7686249.38

SGGR

249.45

SGGR

250.20

SGGR

252.05

SGGR

250.86

SGGR

250.59

SGGR

251.32

SGGR

250.47

SGGR

249.39

SGGR

251.96

SGGR

251.23

SGGR

251.10

SGGR

249.94

SGGR

251.21

SGGR

249.21

SGGR

252.34

SGGR

252.06SGGR

251.14

SGGR

250.45

SGGR

249.73

SGGR

250.63

SGGR

248.85

SGGR

249.56

SGGR

248.86

SGGR

251.60

SGGR

249.59

SGGR

7712249.13

SGGR

250.91

SGGR

251.43

SGGR

250.67

SGGR

251.74

SGGR

249.36

SGGR

251.95

SGGR

250.24

SGGR

251.82

SGGR

251.87

SGGR

251.81

SGGR

251.57

SGGR

7724252.03

SGGR

251.62

SGGR

252.28

SGGR

252.16

SGGR

252.28

SGGR

252.09

SGGR

251.85

SGGR

249.51

SGGR

251.44

SGGR

251.40

SGGR

251.77

SGGR

250.96

SGGR

251.79

SGGR

251.48

SGGR

251.47

SGGR

251.84

SGGR

251.94

SGGR 7741

251.90

SGGR

7742249.68

SGGR

250.12

SGGR

7744250.70

SGGR

251.03

SGGR

251.03

SGGR

251.54

SGGR

251.14

SGGR

251.63

SGGR

251.54

SGGR

250.82

SGGR

249.35

SGGR

249.71

SGGR

249.15

SGGR

250.37

SGGR

251.16

SGGR

249.05

SGGR

252.24

SGGR 7759

251.97

SGGR

249.37

SGGR

248.75

SGGR

250.23

SGGR

249.59

SGGR

249.96

SGGR

248.67

SGGR

250.40

SGGR

249.21

SGGR

248.77

SGGR

249.21

SGGR

249.05

SGGR

248.96

SGGR

249.85

SGGR

249.62

SGGR

249.45

SGGR

249.30

SGGR

249.91

SGGR

249.82

SGGR

249.65

SGGR

249.89

SGGR

250.17

SGGR

7781249.91

SGGR

249.00

SGGR

249.23

SGGR

249.30

SGGR

249.28

SGGR

249.99

SGGR

238.97

SGGR

238.66

SGPV

240.68

SGPV

241.63

SGPV

241.78

SGPV

241.72

SGPV

240.64

SGPV

239.58

SGPV

250.71

SGPV

250.85

SGPV

250.94

SGPV

251.02

SGPV

251.12

SGPV

251.26

SGPV

250.18

SGPV

250.20

SGPV

250.15

SGPV

250.07

SGPV

250.08

SGPV

249.99

SGPV

249.91

SGPV

250.81

SGPV

251.18

SGPV

250.72

SGPV

250.51

SGPV

251.42

SGPV

250.18TRAV SNS

249.46

SGPV

249.91

SGPV

250.54

SGPV

250.96

SGPV

251.04

SGPV

250.15

SGPV

250.43

SGPV

250.80

SGPV

250.94

SGPV

251.10

SGPV

251.41

SGPV

251.45

SGPV

251.42

SGPV

250.08

SGPV

250.44

SGPV

250.67

SGPV

250.79

SGPV

250.84

SGPV

2973250.78

SGPV

250.53

SGPV

250.28

SGPV

250.93SGPV

251.08

SGPV

251.23

SGPV

251.27

SGPV

251.12

SGPV

250.97

SGPV

250.84

SGPV

250.68

SGPV

251.29

SGPV

251.48

SGPV

251.73

SGPV

251.97

SGPV

251.96

SGPV

251.72

SGPV

251.44

SGPV

251.13

SGPV

251.04

SGPV

251.58

SGPV

251.79

SGPV

252.04

SGPV

252.00

SGPV

252.10

SGPV

252.16

SGPV

252.31

SGPV3003

252.14

SGPV

252.36

SGPV

252.72

SGPV

252.98

SGPV

253.24

SGPV

254.18

SGPV

255.09

SGPV

255.61

SGPV

254.40

FP

254.80

SGPV

255.04

SGPV

10054 245.65

TRAV MONF

10055 242.93

TRAV SNS

245.65

TRAV SNS 10054

242.96

TRAV SNS 10055

250.66

SGPV

250.74

SGPV

250.66

SGPV

250.58

SGPV

250250

2 24

234 234

254254

FF = 251.36

FF = 251.38

ADMINISTRATION

BULDING

COLUMBARIUM C

4,000 NICHES

SECTION 2

370 STD CASKET

SITES

MEMORIAL

SECTION 1COMMITTAL

SHELTER 2

COMMITTAL

SHELTER 1

CEMETERY

MAIN

ENTRANCE

PUBLIC

INFORMATION

CENTER

COLUMBARIUM

FLAGPOLE

ASSEMBLY

AREA

MIRROR

COLUMBARIUM

GARDEN

NICHES

G17-G32

GARDEN

NICHES

G1-G16

A1.1

A2.1

E1.1 B1.1

C1.1 C2.1

D1.1 A3.1

D1.2

D2.1

D3.1

D4.1

D4.2

B2.1

D5.1

D5.2

A3.2

B3.1

D7.1 D6.1

D6.2 D9.1 B4.1D7.2

D8.1 D8.2

R&R POSTS FOR

REUSE D10.1

D10.2

D9.2

C3.1

A3.3

C4.1

A4.2

D14.1

C5.1

A3.4

A4.1

A1.2

C6.1

A3.5

B5.1

A5.1

A6.1

C7.1

ELECTRONIC

MESSAGE SIGN

(CONTRACT OPTION 1)

LS-603

FLORAL REGULATIONS

SIGN (CONTRACT

OPTION 1)

LS-602

D5A.1

D5A.2

D11.1

D11.2

R&R SECTION MARKER

FOR D11.2

D20.1

D20.2

10'-0"

10'-0"

10'-0"

32'-0"

3'- 4"

'-8

3'- 4"

5'- 8"

1'- 0"

1'- 0"

'-0

'-0

'-0

'-0

C.L.

C.L.

1'-0"

1'-0"

1'-0"

14'-10"

8" 6'-8"

7'-10"

1'-0"

9'- 6"

7'- 0"

'-0

REF

1'-8"

CO

NC

RE

TE

S

LA

B

SL

OP

E

MI

N

1/4 " P

ER

F

OO

T

PORCH

HONOR GUARD

CLOSET

MECH

ELECTRICAL

WOMEN'S RR

MEN'S RR

LOCKERS

1'- 0"

1'-0"

A1.1

A2.1

E1.1 B1.1

C1.1 C2.1

D1.1 A3.1

D1.2

D2.1

D3.1

D4.1

D4.2

B2.1

D5.1

D5.2

A3.2

B3.1

D7.1 D6.1

D6.2 D9.1 B4.1D7.2

D8.1 D8.2

R&R POSTS FOR

REUSE D10.1

D10.2

D9.2

C3.1

A3.3

C4.1

A4.2

D14.1

C5.1

A3.4

A4.1

A1.2

C6.1

A3.5

B5.1

A5.1

A6.1

C7.1

ELECTRONIC

MESSAGE SIGN

(CONTRACT OPTION 1)

LS-603

FLORAL REGULATIONS

SIGN (CONTRACT

OPTION 1)

LS-602

D5A.1

D5A.2

D11.1

D11.2

R&R SECTION MARKER

FOR D11.2

D20.1

D20.2

CISTERN

INVERT = 129.92

CISTERN

INVERT = 130.59

CISTERN

INVERT = 133.59

CISTERN

INVERT = 133.44

CISTERN

INVERT = 133.03

CISTERN

INVERT = 132.83

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

SIGNS

TRASH

IRRIGATION

CONTROL VALVE

B-6

IRRIGATION

CONTROL VALVE

B-5

IRRIGATION

CONTROL VALVE

B-4

TREE TYP.

WATER

VALVE

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

TRASH

MAILBOX

CONCRETE

SIDEWALK

SIGN

SIGN

SIGN

SIGN

SIGN

CONCRETE

PAD

HEADSTONES

HEADSTONES

HEADSTONES

TREE TYP.

TREE TYP.

TREE TYP.

TREE TYP.

MONUMENT

SECTION

MARKER 1

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE B-6

IRRIGATION

CONTROL VALVE B-6SIGN

IRRIGATION

CONTROL VALVE

D-13

IRRIGATION

CONTROL VALVE

D-14

IRRIGATION

CONTROL VALVE

D-15

IRRIGATION

CONTROL VALVE

MACADAM

CONCRETE

PAD

AIR CONDITIONING

UNITS

1.2' PVC

INVERT = 129.12

RIP RAP

CATCH

BASIN

MACADAM

IRRIGATION

CONTROL VALVE

F-13

UNPAVED ROAD

UNPAVED ROAD

MACADAM

MACADAM

UNPAVED ROAD

RIP RAP

URN VAULTS

URN VAULTS

SIDEWALK

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

CATCH

BASIN

TRASH

MACADAM

MACADAM

MACADAM

MONUMENT

U N

PA

VE

D R

O

AD

MONUMENT

SECTION

MARKER 8

TRASH

IRRIGATION

CONTROL VALVE

CONCRETE

PAD

CONCRETE

PAD

CONCRETE

PAD

IRRIGATION

CONTROL VALVE

SECTION MARKER 10

MONUMENT

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

SECTION

MARKER 9

IRRIGATION

CONTROL VALVE

IRRIGATION

WATER

MANHOLE

IRRIGATION

CONTROL VALVE J-2

IRRIGATION

CONTROL VALVE I-1

IRRIGATION

CONTROL VALVES

SIGN

WATER VALVES

IRRIGATION

CONTROL VALVE H-6

IRRIGATION

CONTROL VALVE H-8

IRRIGATION

CONTROL VALVE H-7

IRRIGATION

CONTROL VALVE

H-19

CATCH BASIN

SECTION MARKER 16

IRRIGATION

CONTROL VALVES

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

SIGN

IRRIGATION

CONTROL VALVE

H-13

SIDEWALK

IRRIGATION

CONTROL VALVE

IRRIGATION

CONTROL VALVE

D-18

IRRIGATION

CONTROL VALVE D-11

IRRIGATION

CONTROL VALVE D-12

IRRIGATION CONTROL VALVE

IRRIGATION

CONTROL VALVES

IRRIGATION

CONTROL VALVE

SECTION MARKER 10

CONCRETE PAD

TREE TYP.

FP BASE (TYP)

IRRIGATION

CONTROL VALVE A-4

IRRIGATION

CONTROL VALVE A-6

IRRIGATION

CONTROL VALVE A-5

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

FP BASE (TYP)

SIGN

7640249.48SGGR

7641249.73SGGR

7642249.54SGGR

7643249.26SGGR 7644248.53SGGR

7645249.68SGGR7646249.52SGGR

7647249.28SGGR 7648248.99SGGR

7649249.61SGGR

7650249.28SGGR

7651249.51SGGR

7652248.51SGGR

7653249.11SGGR

7654248.98SGGR

7655249.17SGGR

7656250.02SGGR

7657251.80SGGR

7658250.41SGGR

7659249.40SGGR

7660248.99SGGR

7661249.97SGGR7662251.49SGGR

7663250.66SGGR

7664250.25SGGR

7665249.50SGGR

7666252.04SGGR

7667251.77SGGR

7668250.02SGGR

7669251.32SGGR

7670249.70SGGR 7671248.80SGGR 7672248.65SGGR

7673248.75SGGR

7674250.46SGGR

7675249.28SGGR

7676251.88SGGR

7677251.24SGGR

7678251.99SGGR

7679251.87SGGR

7680251.66SGGR

7681251.46SGGR

7682251.42SGGR 7683250.97SGGR 7684250.43SGGR7685250.70SGGR

7686249.38SGGR

7687249.45SGGR7688250.20SGGR

7689252.05SGGR

7690250.86SGGR

7691250.59SGGR

7692251.32SGGR7693250.47SGGR

7694249.39SGGR

7695251.96SGGR 7696251.23SGGR 7697251.10SGGR

7698249.94SGGR

7699251.21SGGR

7700249.21SGGR

7701252.34SGGR

7702252.06SGGR

7703251.14SGGR

7704250.45SGGR

7705249.73SGGR

7706250.63SGGR 7707248.85SGGR

7708249.56SGGR

7709248.86SGGR

7710251.60SGGR

7711249.59SGGR

7712249.13SGGR

7713250.91SGGR

7714251.43SGGR

7715250.67SGGR

7716251.74SGGR

7717249.36SGGR

7718251.95SGGR 7719250.24SGGR

7720251.82SGGR 7721251.87SGGR 7722251.81SGGR

7723251.57SGGR

7724252.03SGGR

7725251.62SGGR7726252.28SGGR

7727252.16SGGR

7728252.28SGGR 7729252.09SGGR

7730251.85SGGR

7731249.51SGGR

7732251.44SGGR 7733251.40SGGR

7734251.77SGGR

7735250.96SGGR7736251.79SGGR

7737251.48SGGR 7738251.47SGGR

7739251.84SGGR7740251.94SGGR 7741251.90SGGR

7742249.68SGGR

7743250.12SGGR

7744250.70SGGR 7745251.03SGGR 7746251.03SGGR

7747251.54SGGR

7748251.14SGGR

7749251.63SGGR

7750251.54SGGR

7751250.82SGGR

7752249.35SGGR 7753249.71SGGR 7754249.15SGGR

7755250.37SGGR

7756251.16SGGR7757249.05SGGR

7758252.24SGGR 7759251.97SGGR

7760249.37SGGR

7761248.75SGGR

7762250.23SGGR

7763249.59SGGR

7764249.96SGGR

7765248.67SGGR7766250.40SGGR

7767249.21SGGR

7768248.77SGGR

7769249.21SGGR 7770249.05SGGR

7771248.96SGGR

7772249.85SGGR 7773249.62SGGR 7774249.45SGGR 7775249.30SGGR

7776249.91SGGR 7777249.82SGGR

7778249.65SGGR 7779249.89SGGR

7780250.17SGGR

7781249.91SGGR

7782249.00SGGR

7783249.23SGGR

7784249.30SGGR7785249.28SGGR

7786249.99SGGR

7838254.50SGPV

7839254.54SGPV

7840254.52SGPV

7841254.54SGPV

2848238.97SGGR

2849238.66SGPV

2850240.68SGPV

2851241.63SGPV

2852241.78SGPV

2853241.72SGPV

2854240.64SGPV

2855239.58SGPV

2883250.71SGPV

2884250.85SGPV

2885250.94SGPV

2886251.02SGPV

2887251.12SGPV

2888251.26SGPV

2889250.18SGPV

2890250.20SGPV

2891250.15SGPV

2892250.07SGPV

2893250.08SGPV 2894249.99SGPV 2895249.91SGPV

2896250.81SGPV

2897251.18SGPV

2898250.72SGPV

2899250.51SGPV

2900251.42SGPV

52250.18TRAV SNS

2907249.46SGPV

2908249.91SGPV

2909250.54SGPV

2911250.96SGPV

2912251.04SGPV

2924250.15SGPV

2925250.43SGPV

2926250.80SGPV

2927250.94SGPV

2928251.10SGPV

2938251.41SGPV

2939251.45SGPV

2940251.42SGPV

10053 257.26TRAV SNS

2968250.08SGPV

2969250.44SGPV

2970250.67SGPV

2971250.79SGPV

2972250.84SGPV

2973250.78SGPV

2974250.53SGPV

2975250.28SGPV

2976250.93SGPV

2977251.08SGPV

2978251.23SGPV

2979251.27SGPV

2980251.12SGPV

2981250.97SGPV

2982250.84SGPV

2983250.68SGPV

2984251.29SGPV

2985251.48SGPV 2986251.73SGPV

2987251.97SGPV

2988251.96SGPV

2989251.72SGPV

2990251.44SGPV

2991251.13SGPV

2992251.04SGPV

2996251.58SGPV

2997251.79SGPV

2998252.04SGPV

2999252.00SGPV

3000252.10SGPV

3001252.16SGPV

3002252.31SGPV3003252.14SGPV

3004252.36SGPV

3005252.72SGPV

3006252.98SGPV

3007253.24SGPV

3008254.18SGPV

3009255.09SGPV

3010255.61SGPV

3011256.16SGPV

3012256.18SGPV

3013256.18SGPV

3014255.93SGPV

3015255.70SGPV

3016254.93SGPV

3017254.23SGPV

53257.11TRAV SNS 10053

3030254.40FP

3031254.80SGPV

3032255.04SGPV

3033254.57SGPV

3034254.57SGPV

3035254.53SGPV

3036254.55SGPV 3037254.59SGPV

3042254.62SGPV

3043254.54SGPV

3044254.43SGPV

3045254.15SGPV

3046254.02SGPV

3047254.21SGPV

3048254.37SGPV

3049254.63SGPV

3050254.96SGPV

3051254.64SGPV

3052254.72SGPV

3053255.18SGPV

3054253.30SGPV

10054 245.65TRAV MONF

10055242.93TRAV SNS

54 245.65TRAV SNS 10054

55242.96TRAV SNS 10055

8227250.66SGPV

8228250.74SGPV

8229250.66SGPV

8230250.58SGPV

250250

2 24

244 24

234 234

254254

FF = 251.36

FF = 251.38

10'-0"

10'-0"

10'-0"

32'-0"

3'-4"

10'-8

3'-4

5'-8

1'-0"

1'-0"

11'-0

36'- 0"

12'-0

48'-0

C.L.

C.L.

1'-0"

1'-0"

1'-0"

14'-10"

8" 6'-8"

7'-10"

1'-0"

9'-6

7'-0"

14'-0

REF

1'-8"

CON

CRE

TE S

LAB

SLO

PE

MIN

1/4

" PE

R FO

OT

PORCH100

HONOR GUARD

CLOSET

MECH

ELECTRICAL

WOMEN'S RR

MEN'S RR

LOCKERS

1'-0

1'-0"

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

R E G I

S T E R

E D L A N D S C A P E A R C H I T E C TK A

R A R O G G E N K A M P

S T A T E O F N E W Y O R K

EXCELSIOR

002923-01

STAMP Office of Construction and Facilities ManagementCIVIL/STRUCTURAL ENGINEER

KCI Technologies Inc.

(302) 731-9176

MEP ENGINEER

Arium AE 410-730-2300

LANDSCAPE ARCHITECT

Pashek + MTR, Ltd.

412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, Inc.

(970) 372-6104

LS-600

IN GROUND CREMAINS, MEMORIAL

WALK, IMPROVEMENTS AND

REPAIRS ----

2023-05-10 MAS

SIGN PLAN

SURVEY NOTE

SURVEY INFORMATION (SHOWN IN MEDIUM GREY) WAS PROVIDED

BY KCI TECHNOLOGIES, INC., 1352 MARROWS RD, STE 100,

NEWARK, DE 19711. FIELD WORK WAS CONDUCTED IN MARCH 2023.

OTHER BASE MAP INFORMATION (SHOWN IN LIGHT GREY) WAS

COMPILED FROM GIS MAPS AND RECORD DRAWINGS AND HAS NOT

BEEN VERIFIED.

BID SET

NORTH

917CM3006

KEY PLAN NOT TO SCALE

KAR

G.B.H. Solomon National Cemetery 200 Duell Rd, Schuylerville, NY 12871

1. CONTRACTOR SHALL NOT WORK UPON

OR STORE ANY MATERIALS ON

OCCUPIED GRAVE PLOTS.

2. PROTECT ALL EXISTING GRAVESITES,

HEADSTONES, AND FLAT MARKERS FROM

DAMAGE DUE TO CONSTRUCTION

OPERATIONS.

3. MONUMENT PROTECTION SHALL BE

INSTALLED IMMEDIATELY PRIOR TO

DEMOLITION OR CONSTRUCTION

ACTIVITIES OCCURRING WITHIN 10'

EXAMPLE OF

HEADSTONE COVER

OF EXISTING MONUMENTS AND SHALL BE REMOVED

IMMEDIATELY AFTER DEMOLITION OR CONSTRUCTION NEAR THE

MONUMENT IS COMPLETE.

4. HEADSTONE COVERS SHALL BE CONSTRUCTED OF ½-INCH

THICK PLYWOOD AND SHALL COMPLETELY ENCASE

HEADSTONES ADJACENT TO THE WORK AREA WITHOUT

DAMAGING THEM.

5. COVER FLAT MARKERS WITH 1-INCH THICK PLYWOOD TO

PROTECT THEM FROM INCIDENTAL DAMAGE.

GRAVESITE PROTECTION NOTES

LAYOUT NOTES

1. VERIFY LAYOUT WITH COR PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED.

2. DETERMINE THAT LOCATION OF UNDERGROUND UTILITIES OR

FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED

IMPROVEMENTS. IMMEDIATELY NOTIFY COR OF ANY

DISCREPANCIES OR CONFLICTS.

3. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY ONCE

ON DRAWINGS, BUT APPLY TO ALL SIMILAR CONDITIONS WHERE

NEW CONSTRUCTION OCCURS TO FULFILL THE INTENT OF THE

DRAWINGS.

4. UNLESS OTHERWISE INDICATED, ALL AREAS DISTURBED BY

CONSTRUCTION ACTIVITY SHALL BE REPAIRED WITH SOD, (NOT

SEED). BACKFILL ANY VOIDS OR EXCAVATIONS RESULTING

FROM CONSTRUCTION ACTIVITIES WITH COMPACTED SUITABLE

SOIL AND PLACE MIN. 6" TOPSOIL TO MEET ADJACENT GRADES

PRIOR TO SODDING. CONTRACTOR SHALL RE-SOD ALL LAWN

AREAS DISTURBED BY CONSTRUCTION REGARDLESS OF

WHETHER SODDING IS SPECIFICALLY SHOWN ON THE PLANS OR

NOT.

SECTION MARKERS - CONTRACT OPTION 1 EXCEPT AS NOTED

D1.1 1 REPLACE PANELS (4)

D1.2 1 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D2.1 2 REPLACE PANELS (4)

D3.1 3 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D4.1 4 REPLACE PANELS (4)

D4.2 4 REPLACE PANELS (4)

D5.1 5 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D5.2 5 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D5A.1 5A INSTALL NEW POST AND PANELS (BASE BID)

D5A.2 5A INSTALL NEW POST AND PANELS (BASE BID)

D6.1 6 REPLACE PANELS (4)

D6.2 6 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D7.1 7 REPLACE PANELS (4)

D7.2 7 REPLACE PANELS (4)

D8.1 8 REPLACE PANELS (4)

D8.2 8 REPLACE PANELS (4)

D9.1 9 REPLACE PANELS (4)

D9.2 9 REPLACE PANELS (4)

D10.1 10 PROVIDE NEW POST AND PANELS (BASE BID)

D10.2 10 PROVIDE NEW POST AND PANELS (BASE BID)

D11.1 10 REMOVE PANELS NUMBERED 10; INSTALL PANELS

NUMBERED 11 (4) (BASE BID)

D11.2 10 REMOVE PANELS NUMBERED 10; INSTALL PANELS

NUMBERED 11 (4); RELOCATE POST (BASE BID)

D14.1 14 REPLACE PANELS (4); REPAIR POST (PIN AND EPOXY)

D20.1 20 PROVIDE NEW POST AND PANELS

D20.2 20 PROVIDE NEW POST AND PANELS

DIRECTIONAL - CONTRACT OPTION 1

B1.1 ALL FUNERALS

KEEP RIGHT ->

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

B2.1 COMMITTAL

SERVICE SHELTERS ->

ADMINISTRATION ->

EXIT <-

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

B3.1 COMMITTAL

SERVICE SHELTERS ^

ADMINISTRATION <-

EXIT <-

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

B4.1 COMMITTAL

SERVICE SHELTERS ^

SECTIONS 9-19 ->

COLUMBARIUM

A B & C ->

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

REPAIR ONE POST (PIN AND EPOXY).

B5.1 EXIT -> REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

C1.1 CORTEGE ASSEMBLY

PARKING ONLY

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

C2.1 INFORMATION

CENTER

RESTROOMS

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

C3.1 COLUMBARIUM A & B REPLACE ALL SCREWS

C4.1 COLUMBARIUM B RESET BOTH POSTS

C5.1 MEMORIAL PATH REPAIR ONE POST (PIN AND EPOXY).

C6.1 COLUMBARIUM WALL /

GARDEN NICHES

REPAIR ONE POST (PIN AND EPOXY).

C7.1 ADMINISTRATION

BUILDING

REPLACE SIGN PANELS, INCLUDING

ALL RAILS AND HARDWARE. POSTS TO

REMAIN.

REGULATORY / DIRECTORY - CONTRACT OPTION 1

E1.1 ATTENTION

VISITORS

COMPLETELY REMOVE SIGN. SALVAGE POSTS AND

TURN OVER TO CEMETERY STAFF. REMOVE STONE

MULCH AND REPAIR AREA WITH SOD.

TRAFFIC REGULATORY - CONTRACT OPTION 1

A1.1 STOP / DO NOT

ENTER

REPLACE SIGN PANELS,

INCLUDING ALL RAILS AND

HARDWARE. POSTS TO REMAIN.

A1.2 STOP / DO NOT

ENTER

REPLACE SIGN PANELS,

INCLUDING ALL RAILS AND

HARDWARE. POSTS TO REMAIN.

A2.1 SPEED LIMIT 15 REPLACE SIGN PANELS,

INCLUDING ALL RAILS AND

HARDWARE.