TNC_Bid Documents_Plans_Sheets 33-40_937CM3002 - Copy.pdf

A

B

C

1 5

EXISTING MEMORIAL WALL

CAPS TO REMAIN, TYP.

EXISTING MORTAR

JOINT TO REMAIN, TYP.

REMOVE AND REPLACE

SEALANT JOINTS AND

BACKEROD, TYP.

EXISTING SEALANT

JOINT TO REMAIN, TYP.

CS401

SIM.

EXISTING OSSUARY CAPS

TO REMAIN, TYP.

EXISTING HORIZONTAL

MORTAR JOINT TO

REMAIN

EXISTING CAP MORTAR

JOINTS (VERTICAL AND TOP

OF CAP) TO BE REMOVED

AND REPLACED WITH

SEALANT AND BACKERROD,

TYP. CONTRACTOR TO

PROTECT EXISTING

ELEMENTS (CAPS, PERGOLA,

PAVEMENTS, ETC.)

EXISTING VERTICAL

AND TOP CAP JOINTS

TO BE REMOVED AND

REPLACED WITH

SEALANT AND

BACKERROD, TYP.

EXISTING HORIZONTAL

MORTAR JOINT TO

REMAIN

CS401

SIM.

CS401

SIM.

CS401

SIM.

EXISTING HORIZONTAL

MORTAR JOINT TO

REMAIN

EXISTING HORIZONTAL

MORTAR JOINT TO

REMAIN

EXISTING HORIZONTAL

MORTAR JOINT TO

REMAIN

EXISTING VERTICAL

AND TOP CAP JOINTS

TO BE REMOVED AND

REPLACED WITH

SEALANT AND

BACKERROD, TYP.

EXISTING

OSSUARY

"PARDON OUR APPEARANCE"

TEMPORARY SIGN

8' HT. TEMPORARY

PRIVACY CONSTRUCTION

FENCING; PROVIDE 100%

SCREENING, TYP.

CS402

W

ALL 7

CO

LUM

N 1-12 RO

W

S A-G

W

AL

L

CO

LU

M N

1-

R O

W S

A- G

W

AL

L

CO

LU

M N

1-

R O

W S

A- G

W

ALL 5

CO

LUM

N 1-12 RO

W

S A-G

W

ALL 9

CO

LUM

N 1-12 RO

W

S A-G

W

AL

L

CO

LU

M N

1-

R O

W S

A- G

W

ALL 11

CO

LUM

N 1-12 RO

W

S A-G

W

AL

L

CO

LU

M N

1-

R O

W S

A- G

EXISTING MEMORIAL

WALLS, TYP.

REMOVE AND REPLACE

EXISTING MEMORIAL

WALL CAP JOINTS, TYP.

REMOVE AND REPLACE

EXISTING PIER MORTAR

CAP JOINTS WITH

BACKER ROD AND

SEALANT, TYP.

CS402

REMOVE AND REPLACE

EXISTING OSSUARY CAP

JOINTS, TYP.

EXISTING MEMORIAL

WALL CAPS, TYP.

EXISTING CONCRETE

WALK TO REMAIN, TYP.

TEMPORARY 8' HT.

CONTRACTOR ACCESS

GATE WITH PRIVACY

SCREENING, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

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A

B

C

D

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21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

NORTH

0 4' 8'2'

NOTES

DLM JDB

CS402

MEMORIAL WALL CAP JOINT

REPLACEMENT PLAN

1/8" = 1'-0"

MEMORIAL WALL & OSSUARY CAP JOINT REPLACEMENT1

8"0 4"2"1 1/2" = 1'-0"

GENERIC MEMORIAL WALL CAP JOINT REPLACEMENT DETAIL2 1'0 6"3"1" = 1'-0"

GENERIC OSSUARY CAP JOINT REPLACEMENT DETAIL3

1. THE FOLLOWING IS A PERFORMANCE BASED DESCRIPTION OF THE

CAP JOINT REMOVAL AND RESTORATION WORK. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. THE EXISTING OSSUARY S AN ACTIVE OCCUPIED NATIONAL SHRINE

ELEMENT WITH CREMATED REMAINS OF OUR VETERANS. THIS WORK

MUST BE PERFORMED WITH THE MOST CARE AND DIGNITY. ACCESS

TO THE FAMILY MEMBERS SHALL BE STRICTLY CONTROLLED SO AS

TO MAXIMIZE THE OBSTRUCTION TO THEIR SAFE ACCESS TO VISIT

THEIR LOVED ONES. THE REMAINS WITHIN THE OSSUARY SHALL NOT

BE TOUCHED OR DISTURBED.

3. THE RESULT OF THIS WORK SHALL BE THE COMPLETE REMOVAL AND

REPLACEMENT OF THE CAP JOINTS, WHILE MAINTAINING SAFETY AND

PROTECTING THE FACILITIES AND SURROUNDING AREAS FROM

DAMAGE. DURING THE PROCESS OF PERFORMING THIS WORK, THE

CONTENTS WITHIN THE OSSUARY SHALL NOT BE DISTURBED

ESPECIALLY BY VIBRATIONS OR IMPACT LOADS OF ANY KIND. THE

EXISTING OSSUARY SHALL BE PROTECTED FROM ANY EXTERIOR

DAMAGE AND FROM ACCUMULATION OF DIRT, DUST AND DEBRIS.

4. SEE THIS SHEET FOR MEMORIAL WALL AND OSSUARY CAP JOINT

REPLACEMENT LOCATIONS. ALSO SEE COLUMBARIUM A CAP JOINT

REPLACEMENT PLAN FOR ADDITIONAL CAP JOINT DETAILS.

5. CONSTRUCTION FENCE SHALL BE INSTALLED AS NEEDED TO ISOLATE

PUBLIC VISITORS FROM ENTERING THE WORK AREA. INSTALLATION

OF IMPROVEMENTS MAY BE PHASED BUT A SEQUENCE OF

CONSTRUCTION MUST BE APPROVED BY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) PRIOR TO INSTALLATION.

6. THE DURATION OF LOSS OF ACCESS TO THE FAMILIES SHALL BE

SHORT. THE CONTRACTOR'S MEANS AND METHODS , PROPOSED

ACCESS, SCHEDULING, AND ALL OTHER ELEMENTS REQUIRED TO

PERFORM THE WORK, SHALL BE SUBMITTED TO THE COR FOR

REVIEW, COMMENTS, MODIFICATION, RE-REVIEW, AND ULTIMATE

APPROVAL PRIOR TO ANY WORK BEING PERFORMED.

7. SUBMIT PHOTOS OF EACH CAP PRIOR TO JOINT DEMOLITION. SUBMIT

PHOTOS OF THE CONCRETE PAVEMENT IN THE WORK AREA PRIOR TO

JOINT DEMOLITION.

8. CAPS, PAVEMENT, OR ANYTHING DAMAGED BY THE CONTRACTOR

REQUIRE REPLACEMENT IN KIND AT NO ADDITIONAL COST TO THE

GOVERNMENT.

9. CONTRACTOR SHALL CLEAN EXISTING CAPS AND REMOVE ALL

BIOLOGICAL GROWTH, MILDEW, DIRT, AND GRIME. THE CLEANER TO

BE USED SHALL BE AS RECOMMENDED BY CAP SEALER

MANUFACTURER. CONTRACTOR TO TEST CLEANING PRODUCT FIRST

ON SURFACE NOT VISIBLE TO THE PUBLIC (TOP OF CAP) AND OBTAIN

APPROVAL THROUGH THE SUBMITTAL PROCESS OF THE TEST

CLEANING PRIOR TO PROCEED WITH CLEANING ALL OF THE CAPS.

10. PROTECT ALL WALLS (EXCEPT CAPS) FROM CONTRACTOR

OPERATIONS. CONTRACTOR SHALL SEAL ALL VISIBLE FACES OF

CLEANED CAPS WITH SILICONE RUBBER PENETRATION

WATERPROOFING SEALER. BASIS OF DESIGN IS LIFETIME

WATERPROOFING SEALANT SYSTEM BY COATINGS INTERNATIONAL.

11. CONTRACTOR SHALL INSTALL NEW BACKER ROD, SEALANT, AND

WEEP VENTS. SEALANT BASIS OF DESIGN TREMCO DYMONIC 100

HIGH-PERFORMANCE, HIGH-MOVEMENT, SINGLE-COMPONENT,

POLYURETHANE SEALANT. COLOR TO BE DETERMINED VIA

SUBMITTED SAMPLES. COLOR TO MATCH EXISTING.

12. CONTRACTOR SHALL SMOOTH SURROUNDING EXISTING GRADES AND

INSTALL NEW BERMUDA SOD (TO MATCH EXISTING) TO LIMITS OF

CONTRACTOR DISTURBANCE (10' MIN.) FROM EDGES OF PAVEMENT.

NOTE:

1. SEE FLOWER WATERING STATION DETAILS

FOR OVERALL POST HEIGHT AND

LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS

FOR CAST-IN-PLACE PVC CONDUIT SIZES

AND LOCATION TO ACCEPT WATER SPIGOT

PLUMBING CONNECTIONS

3. PRIME AND CEMENT ALL PVC

CONNECTIONS PRIOR TO CASTING IN POST

CL 5'

-0

VALVE BOX WITH PRESSURE

REDUCER, SEE IRRIGATION DETAILS

FLOWER VASE

STORAGE

RECEPTACLE

TRASH RECEPTACLE

5" THICK REINFORCED 3,000

P.S.I. CONC. PAD W/ 1/4"

RADIUS @ EDGE, TYP; MED.

BROOM FINISH; RUB OUT

ALL SURFACE TOOL MARKS

2' -6

2'-112" 2'-112"

4' -6

SAW CUT CONTROL

JOINT

#5 BARS TIED

TOGETHER, TYP.

2% SLOPE

LAYOUT

POINT

PLAN VIEW

FACE OF GUTTER /

EDGE OF CONCRETE

NEW CURB

TRANSITION

BACK OF

CURB

EXPANSION

JOINT

4'-3" 4'-3"

NEW CURB

TRANSITION

NEW FLUSH

CURB AND

GUTTER

DT504

DT504

DT504

3/8" PEX A TUBING

WITHIN 1 1/2" SCHED. 40

PVC PIPE SLEEVING,

TYP.; 1% SLOPE TO

CURB STOP VALVE

WITH DRAIN

CL

8'-6"

2'-112"

4'-3"

DECORATIVE STONE,

WASHED ROUNDED

GRAVEL. MATCH

ROUNDED GRAVEL AT

COLUMBARIUM

2' -93 4"

9" 9"

1' -61 4"

CL

4' -4

2' -0

FLORAL

REGULATIONS

SIGN

7"

2' -4

/8

1' -93 4"

BOTTOM VIEW

LID PLAN VIEW

FLOWER VASE RECEPTACLE

PERSPECTIVE

TRASH RECEPTACLE

PERSPECTIVE

SEE SPECIFICATIONS FOR TRASH

AND FLOWER VASE

RECEPTACLES

STEEL CONVEX

TOP LID

SPECIAL HINGED LID - SEE LID

PLAN VIEW

HANDLE

HANDLE

3/4" SQUARE HOLE

FOR ANCHOR BOLT

SEE SPECIFICATIONS

1' -7

TUBULAR ALUMINUM POST,

4"X4"X1

8" THICK; POWDER

COATED FINISH, SEE

SPECIFICATIONS. COLOR

MATTHEWS NO. MP07458

(CUSTOM COLOR)

CUSTOM ALUMINUM POST CAP

STAINLESS STEEL, FLUSH

HEAD, TAMPER RESISTANT

POST CAP FASTENER. COATED

TO MATCH POST. ATTACHED

ON BACK SIDE OF POST,

LEAST VISIBLE TO THE PUBLIC.

6"

4' -6

" 4' -0

1'-2" DIA.

TYP.

PROVIDE (2) #3 DOWELS

PER FOOTING, TYP.

EXPANSION JOINT

AND SEALANT

AROUND POSTS, TYP.

3,000 PSI (MIN.) CONCRETE

POST FOOTING

DRAINAGE STONE WRAPPED

IN FILTER FABRIC, TYP.

SIGN PANEL ANCHOR.

STAINLESS STEEL EXTRA-WIDE

ROUNDED HEAD DRILLING

SCREW PER SIGN MFR'S

RECOMMENDATIONS. SIGN

PANELS SHALL HAVE

PRE-PUNCHED ANCHOR HOLES

(3/8" DIA.) TYP.

FLORAL POLICY SIGN PANEL.

0.08" ALUMINUM. BASIS OF

DESIGN SMARTSIGN

#MPS-532271, 800-952-1457

ITEMS NOT PERMITED SIGN

PANEL. 0.08" ALUMINUM. BASIS

OF DESIGN SMARTSIGN

#MPS-603594, 800-952-1457

2" 2"

2' -0

2'

-0

2' -8

7' -0

3"

3"

11 2" T

YP

R1"

R11 2 "

REINF. CONC. PVMT.

5"

TYP.

TOPSOIL/

LAWN

2'-6" DIA.

SUMP PIT

1' -0

2' -4

1' -4

2' -0

5"

CL

CL

(2) 1 1/2" SCH40 PVC PIPE ELBOW

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

DECORATIVE STONE; 3/8" DIA.

WASHED, ROUNDED GRAVEL -

4" DEPTH

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

4" HDPE PIPE W/ OPEN END

COVERED WITH FILTER FABRIC

CRIMPED AROUND END OF PIPE

(SEE CIVIL DRAWINGS FOR

CONNECTION TO DRAINAGE

SYSTEM)

3/8" PEX TUBING, TYP.; 1% SLOPE

TO CURB STOP VALVE WITH DRAIN

ARCHITECTURAL PRE-CAST

CONC. POST (7-1/2" SQ.) W/ 1"

CHAMFER AT ALL EXPOSED

CORNERS AND 3/8" RECESSED

AREA ALL SIDES; FINISH AND

COLOR AS SPECIFIED

1 1/2" SCH40 PVC PIPE ELBOW CAST

INTO ARCHITECTURAL PRE-CAST

CONC. POST

3' -0

M

IN

(2) 1 1/2" SCH40 PVC PIPE

CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

COMPACTED SUBGRADE

ADA COMPLIANT WATER

SPIGOT (SEE SPECS)

SECTION A - A'

PVC

SLEEVE

AND PEX

A TUBING

SUMP PIT WRAPPED WITH

NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM; AASHTO

#57 WASHED STONE COMPACTED

TO 95% PROCTOR DENSITY

BURIAL AREA, TYP. ADJACENT ROADWAY, TYP.

6"

#5 BAR; 2"

CLR. MIN.

ALL SIDES,

TYP.

1"

FLORAL

REGULATIONS

SIGN

Trash

ANCHOR RECEPTACLES W/

STAINLESS STEEL

EXPANSION SHIELDS &

BOLTS PER

MANUFACTURER'S

SPECIFICATIONS

TOPSOIL/LAWN

2' -4

3' -1

M

IN

"DO NOT DRINK"

SIGN; (3) SIDES

WATER SPIGOT, SEE

SPECIFICATIONS

1' -1

0"

ARCHITECTURAL PRE-CAST CONC.

POST (8" SQ.) W/ 1" CHAMFER AT

ALL EXPOSED CORNERS ; FINISH

AND COLOR AS SPECIFIED

SUMP PIT WRAPPED WITH NON-WOVEN

GEOTEXTILE FABRIC ON SIDES AND

BOTTOM; DRAINAGE FILL AGGREGATE

COMPACTED TO 95% RD (SEE

SPECIFICATIONS)

4,000 PSI CONC. FOOTING, 18" Ø, TYP.

1' -9

3/8" DIA. DECORATIVE STONE, WASHED ROUNDED

GRAVEL DRAINAGE FILL - 4" DEPTH; GRAVEL PIT

WRAPPED WITH NON-WOVEN GEOTEXTILE FABRIC

ON SIDES AND BOTTOM. MATCH ROUNDED GRAVEL

AT COLUMBARIUM

1' -8

CL

VASE CONTAINER

STORAGE RECEPTACLE

TRASH

RECEPTACLE

CI502

2'-6" DIA.

SUMP PIT

Flower Vases

NOTES:

1. DRILL (4) 38" DIAMETER

HOLES IN BOTTOM OF

PLASTIC

RECEPTACLES FOR

WATER DRAINAGE.

2. PROVIDE SAMPLE OF

SPIGOT POST FOR

APPROVAL.

1'-4" DIA.

5" M

IN

6" M

IN

STABILIZED SUBGRADE

MINIMUM L.B.R. 40,

MAXIMUM PLASTIC INDEX

OF 6, COMPACTED TO 98%

STANDARD PROCTOR

DENSITY (AASHTO T-180).

SEE GEOTECH REPORT,

TYP.

R 1 4"

TY

P.

1' -0

1'-0" 1'-0"

FRONT ELEVATION (VIEW FROM ROADWAY)

3"

5"

TYP.

4" HDPE PIPE W/ OPEN END COVERED WITH

FILTER FABRIC CRIMPED AROUND END OF PIPE

(SEE CIVIL DRAWINGS FOR CONNECTION TO

DRAINAGE SYSTEM)

#5 BAR; 2" CLR. MIN. ALL SIDES, TYP.

REINFORCED 3,000 PSI.

CONCRETE, TYP.

6"x6"x6" GALV. WOVEN WIRE

MESH (2" CLR.), TYP.

CI501

A

A'

FLORAL REGULATIONS

SIGN POST BEHIND

SPIGOT POST

CI501

5/16"Ø HOLES TO RECEIVE

1/4"Ø X 1-1/2" SS

TAMPER-PROOF SCREWS

WITH EXPANSION SHIELDS

SCREWS, COLOR OF

SCREWS TO MATCH PANEL,

TYP.

4"

1' -33 4"

1 2"

R1 78 "

1/8" THICK ALUMINUM

SIGN PANEL; (COLOR

MP07458 - CAST

BRONZE)

11 4" 3"

3 4"

REFLECTIVE COLOR MP55153

"TRAFFIC SIGN RED" EQUAL TO

ENGINEER GRADE 3M

REFLECTIVE COLOR MP32071

"WHITE WONDER" EQUAL TO

ENGINEER GRADE 3M;

HELVETICA BOLD FONT

REFLECTIVE COLOR MP32071

"WHITE WONDER" EQUAL TO

ENGINEER GRADE 3M3 4"1 4"

3 4"

1 4"

3 4"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : G

:\P

RO

J-2

2\2

_V

AN

CA

ID

IQ

SE

_T

AL

LA

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_N

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NA

L_

CE

ME

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RY

\20

7C

AD

\93 7C

M3

2.C I50

2.0 .20

.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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F

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V I C

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

DLM JDB

CI501

SITE FURNISHING DETAILS 1

NTS

FLOWER WATERING STATION1

NTS

FLORAL REGULATIONS SIGN2

NTS

'DO NOT DRINK' SIGN (NC-07.02C-c2)3

COLOR PMS 3308

COLOR PMS 3308

COLOR PMS 186

COLOR PMS 3308

AutoCAD SHX Text

DO

AutoCAD SHX Text

NOT

AutoCAD SHX Text

DRINK

AutoCAD SHX Text

DO

AutoCAD SHX Text

NOT

AutoCAD SHX Text

DRINK

2"

1/4"Ø X 1-3/4" SS TAMPER PROOF PAN HEAD

SCREW & S.S. PRECAST CONCRETE INSERT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

2-1/2" X 4" X 3/16" THICK BRASS FACE

PLATE; FINISH TO MATCH WATER

SPIGOT

1/4"Ø X 1-1/2" SS TAMPER PROOF PAN

HEAD SCREW & S.S. PRECAST CONCRETE

INSERT, COLOR OF SCREW HEADS TO

MATCH PANEL, TYP.

CL

4"

1" TY

P.

1"

TYP.

5"

CL

OF ELBOW

SELF CLOSING WATER

SPIGOT W/ ADA

COMPLIANT HANDLE

AND 1/2" NPT INLET;

SMOOTH BRASS FINISH;

SEE SPECIFICATIONS

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS NEEDED TO

TIGHTLY SECURE BRASS FACEPLATE TO

THE SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

3/8" PEX TO 1/2" FNPT PUSH-TO-CONNECT

FEMALE ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

1-1/2" SCH40 PVC DWV 90 DEGREE

ELBOW CAST INTO ARCHITECTURAL

PRE-CAST CONC. POST

1-1/2" SCH40 PVC PIPE CAST INTO

ARCHITECTURAL PRE-CAST POST;

CAST FLUSH WITH FACE OF POST

NOTE:

SPIGOT, WHEN FULLY OPENED SHALL DELIVER A

FLOW OF BETWEEN 0.5 GPM AND 1.5 GPM. THIS

PERFORMANCE CRITERIA SHALL SUPERSEDE

ALL OTHER REQUIREMENTS AND CONTRACTOR

SHALL PROVIDE AND/OR MODIFY THE

EQUIPMENT INDICATED OR DESCRIBED AS

REQUIRED TO ACHIEVE THIS PERFORMANCE

DURING THE FINAL ACCEPTANCE TESTING, AT

NO ADDITIONAL COST TO THE OWNER.

COMPLETE DETAILS OF THE CONTRACTOR'S

MEANS AND METHODS FOR ACHIEVING THIS

RESULT SHALL BE PROVIDED AS PART OF THE

REQUIRED SUBMITTAL MATERIALS FOR THIS

WORK.

WATER SPIGOT ASSEMBLY

ENLARGED PLAN

71 2"

SELF CLOSING WATER SPIGOT W/ ADA

COMPLIANT HANDLE; SMOOTH BRASS

FINISH; SEE SPECIFICATIONS

1/4"Ø X 1-3/4" SS TAMPER

PROOF PAN HEAD SCREW, TYP.

3/8" PEX TO 1/2" FNPT

PUSH-TO-CONNECT FEMALE

ADAPTER (LEAD-FREE); INSTALL

WITH TEFLON TAPE ON SPIGOT

ARCHITECTURAL

PRE-CAST POST

1-1/2" SCH40 PVC PIPE CAST

INTO ARCHITECTURAL

PRE-CAST POST; CAST

FLUSH WITH FACE OF POST

C

1-1/2" SCH40 PVC DWV 90

DEGREE ELBOW CAST INTO

ARCHITECTURAL PRE-CAST

CONC. POST

L

2"

3/8" PEX A TUBING

NOTE:

1. PRIME AND CEMENT ALL PVC CONNECTIONS

PRIOR TO CASTING IN ARCHITECTURAL

PRE-CAST POST

2. ENSURE FAUCET AND PIPING ARE SECURE

WITH NO VERTICAL OR HORIZONTAL

MOVEMENT OF THE SPIGOT WITHIN THE POST

1" M

IN

4" 33

4"

2"

TYP.

2"

TYP.

3 8"

TY

P.

1" TY

P.

1"

TYP.

4" 21

4"

7/8" I.D. EXTERNAL TOOTHED LOCK

WASHER; BRASS OR STAINLESS STEEL

7/8" I.D. BRASS WASHERS AS

NEEDED TO TIGHTLY SECURE

BRASS FACEPLATE TO THE

SPIGOT TO PREVENT IT FROM

TURNING INDEPENDENTLY

1 1/2" SCH40 PVC PIPE RUN

INTO VALVE BOX

2-1/2" X 4" X 3/16" THICK

BRASS FACE PLATE WITH

SMOOTH EASED EDGES;

FINISH TO MATCH WATER

SPIGOT

CI502

3"

4"

CL CL CL

CL

R 7 16

R 316 "R

BRASS PLATE; 1/8"

BEVEL ALL SIDES, TYP.

11 2" SCREW

OPENING SPIGOT

OPENING

SCREW

OPENING

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

ALUMINUM SIGN

PANEL (3 SIDES)

1/4"Ø X 1-1/2" BRASS

TAMPER PROOF PAN HEAD

SCREW & BRASS PRECAST

CONCRETE INSERT,

COLOR OF SCREW HEADS

TO MATCH PANEL, TYP.

ARCHITECTURAL

PRE-CAST POST

SECTION

WATER SPIGOT ABOVE

CAST-IN-PLACE PVC

CONDUIT TO ACCEPT

PLUMBING CONNECTIONS

33 4"

TY

P.

4"

TYP.

33 4"

1 8" T

YP

CL

2"

1"

2" 6' LONG, MIN.

ARCHITECTURAL

PRE-CAST POST WITH

1" CHAMFER ON ALL

SIDES & TOP; LIGHT

SANDBLAST FINISH;

SEE ELEVATION

TOP ELEVATION

4"

8" 1

8" 8" 5

8" 1"1"

2"

3/ 8"

R

EC

ES

S, T

YP

AL

L

SI

DE

S

71 2"

(4) #3 EQUALLY

SPACED REBAR; 3/4"

MIN. CLEARANCE

FROM ALL EDGES

AND INTERAL

CASTINGS

ARCHITECTURAL

PRE-CAST POST;

LIGHT SANDBLAST

FINISH

SECTION

PVC CONDUIT

CAST-IN-PLACE TO

ACCEPT PLUMBING

CONNECTIONS

CL

OF PIPE

4" 33

4"

NOTE:

1. SEE FLOWER WATERING STATION DETAILS FOR OVERALL POST

HEIGHT, 3/8" RECESS HEIGHT AND LOCATION ON OVERALL POST

2. SEE FLOWER WATERING STATION DETAILS FOR CAST-IN-PLACE PVC

CONDUIT SIZES AND LOCATION TO ACCEPT WATER SPIGOT PLUMBING

CONNECTIONS

3. PRIME AND CEMENT ALL PVC CONNECTIONS PRIOR TO CASTING IN

POST

2"

16"

3/8" RECESS

(BELOW);

ALL SIDES; SEE

ELEVATIONS

ARCHITECTURAL

PRE-CAST POST; LIGHT

SANDBLAST FINISH

PLAN VIEW

4"

3"

NOTES:

1. CUSTOM FABRICATE

2. REMOVE SHARP EDGES.

3. PLASTIC / WHITE NEOPRENE

GASKETS BETWEEN DISSIMILAR

METALS.

4. CLEAR COAT APPLIED TO

BRASS FACE PLATE AND HAWS

SPIGOT.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

DLM JDB

CI502

SITE FURNISHING DETAILS 2

NTS

FLOWER WATERING STATION WATER SPIGOT POST ASSEMBLY1 NTS

CUSTOM BRASS FACE PLATE3

NTS

PRECAST POST2

ELEVATION

5' -0

4'-0"

3' -0

1'

-1 0"

2"

2'-0" 2'-0" 2"

2"

TUBULAR ALUMINUM POST

3,000 PSI (MIN.)

CONCRETE POST

FOOTING

1/4" THREADED INSERT ON BACK OF

CHPL PANEL, TYP.

2"

TYP.

ALUMINUM SIGN CABINET ASSEMBLY

WITH 0.100" THICK MIN. PANELS

(BEHIND). SEE ENLARGEMENT

DETAILS THIS SHEET.

CONTRACTOR PROVIDED, EXTERIOR CUSTOM HIGH

PRESSURE LAMINATE (CHPL) SIGN PANEL ATTACHED TO

ALUMINUM SIGN PANEL; 1/2" THICK SIGN PANEL WITH

THREADED INSERTS ON BACK OF PANEL. SINGLE-FACE

WITH NON-GLARE MATTE FINISH; COPY & GRAPHICS TO

BE PERMANENTLY EMBEDDED IN THE PANEL; SEE

SPECIFICATIONS; ELECTRONIC FILE (JPEG OR TIFF) OF

GRAPHIC WILL BE PROVIDED TO THE CONTRACTOR

DURING THE SUBMITTAL REVIEW PERIOD.

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC, TYP.

6" 4'

-6 " 4' -0

5"

1'-0" DIA.

TYP.

6"

LIGHT-DUTY CONCRETE

PAVEMENT, 3,000 PSI, REINFORCED

W/ (2) #3 REBAR BOTH SIDES OF

SIGN POST, 2" CLR., TYP.

STABILIZED SUBGRADE MINIMUM

L.B.R. 40, MAXIMUM PLASTIC INDEX

OF 6, COMPACTED TO 98%

STANDARD PROCTOR DENSITY

(AASHTO T-180). SEE GEOTECH

REPORT.

5"

TYP.

REPLACE SOD AND TOPSOIL

AROUND PAVEMENT

R 1 4"

TY

P.

PROVIDE (2)

#3 DOWELS

PER

FOOTING,

TYP.

EXPANSION

JOINT AND

SEALANT

AROUND

POSTS, TYP.

7"

6 1/2"

3"

" 4

1/ 2"

4"

1"

6"6"

2' -0

LOCATE SECTION MARKER AS SHOWN ON

PLANS. MARKER TO BE +/-10'-0" OFF THE

BACK OF CURB @ MIDPOINT OF MARKER

FACE.

LIGHT GRAY GRANITE SECTION MARKER

TO MATCH EXISTING: HONED SMOOTH

INSCRIPTION FACE, ALL OTHER SURFACES

TO BE THERMAL FINISH; WORD "SEC"

SHALL BE ENGRAVED LETTERS: 2 1/2" HT.,

3/8" DEPTH; TEXT FOR SECTION I.D.

NUMBERS SHALL BE AS SHOWN ON PLAN,

APPROVED BY THE VA & BE ENGRAVED: 3"

HT.; ALL TEXT TO BE HELVETICA MEDIUM

FONT

ALL CORNERS AND

EDGES INCLUDING 4"

BELOW GROUND LEVEL

SHALL BE ROUNDED TO

3/8" RADIUS

GROUND LEVEL

FILL VOIDS WITH CONCRETE (4,000 PSI@

28 DAYS)

COMPACT SUBGRADE TO MIN. 95%

MODIFIED PROCTOR BELOW MARKER

AND CONCRETE

1' -7

4' -0

" M

IN

3' -0

6'

-0

8'-0"

LOGO LETTERS TO BE

WHITE (MP32071)

TOP BACKGROUND TO

BE VA BLUE (MP09144)

BACKGROUND TO BE PAINTED WHITE

MATTHEWS NO. MP32071

HELVETICA STYLE

4-12" HIGH LETTERING;

BLACK

FACE PANEL TO BE

EXTERIOR GRADE MDO

SHEET OR ALUMINUM

SKIN LAMINATED TO A

WOOD CORE WITH

EDGES PHYSICALLY

SEALED; ATTACHED TO

POST WITH WOOD

SCREWS AND LAG

BOLTS

4"x6" WOOD

POST , TYP.

LETTERING TO BE

HELVETICA STYLE

1 1/2" HIGH TO BE

CENTERED

HORIZONTAL

ELEVATION

U.S. Department of Veterans Affairs

41 2" 41 2"

2' -0

2"X4" WOOD FRAMING

CL

VA

BLUE

(MP09144)

U.S. Department of Veterans Affairs

ZERO IN

ON SAFETY

4" 9"

11 2" 11 2"

3 4" 11 2"

WHITE

(MP32071)

RED

(MP55153)

WOOD

STRIPS

3' -0

4'-0"

3' -0

4'

-0

M

IN

FINISH

GRADE

CL

NOTE:

1. ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

2. CONTRACTOR TO SUBMIT

SHOP DRAWINGS FOR

APPROVAL PRIOR TO

FABRICATION

3. MATERIAL TO BE

SUPPLIED, ASSEMBLED

AND INSTALLED BY

CONTRACTOR

4. LOCATE SIGN A MINIMUM

OF 3'-0" FROM EDGES OF

PAVEMENT.

4"X4" WOOD

POST PAINTED

WHITE

PROVIDE JOINT

BRACING, TYP.

2X4 BRACING, TYP.

General Contractor's Firm Name

BACKGROUND WHITE

(MATTHEWS NO. MP32071)

PLAN

2' -0

2" 2"

4"

5'-4" 2" 2"

NEW LIGHT DUTY CONC.

PAVEMENT W/ (2) #3 REBAR ON

BOTH SIDES OF SIGN POSTS.

2" CLR., TYP.

NEW SIGN PANEL

ASSEMBLY

NEW SIGN POST,

TYP.

2" 51

2"

BACK EDGE OF

EXISTING WALK

4' -3

FR

O M

E

DG

E O

F W

AL

K

NOTE:

1. EXISTING CONCRETE

PAD, FOOTING, AND

SIGN TO BE REMOVED IN

ENTIRETY. LOCATE NEW

SIGN CENTERED ON

EXISTING.

2. SLOPE PAVEMENT FOR

POSITIVE DRAINAGE LAYOUT POINT (CENTER

POINT OF EXISTING SIGN)

NEW CONC. POST

FOOTING, BELOW,

TYP.

TUBULAR

ALUMINUM

POST

2"

4"

STAINLESS

STEEL

FASTENER

ALUMINUM

SPACER

ALUMINUM EXTRUDED

SLIDE BODY FRAME

1/2" THICK CUSTOM HIGH PRESSURE

LAMINATE (CHPL) PANEL WITH EMBEDDED

GRAPHICS. APPLY FINAL WATERPROOFING

EDGE TREATMENT PER MANUFACTURER'S

RECOMMENDATIONS.

1/4" THREADED INSERT IN

BACK OF CHPL PANEL

TAMPER

RESISTANT BOLT

1/4" PLASTIC SPACER

OR WASHERS

2"

PLAN SECTION ENLARGEMENT DETAIL

OF SIGN CABINET ASSEMBLY AND POST

1"

2"

ALUMINUM CORNER ANGLE.

FOUR (4) PER SLIDE BODY

FRAME ASSEMBLY

POWDER COATED ALUMINUM

SIGN PANEL, TYP.

TUBULAR

ALUMINUM POST

CUSTOM

ALUMINUM POST

CAP

STAINLESS STEEL,

FLUSH HEAD, TAMPER

RESISTANT POST CAP

FASTENER. COATED TO

MATCH POST

STAINLESS STEEL, FLUSH

HEAD, TAMPER RESISTANT

SLIDE BODY FRAME

FASTENERS. COATED TO

MATCH SLIDE BODY FRAME

ALUMINUM SPACER

POWDER COATED

ALUMINUM SIGN PANELS

BEHIND CHPL PANEL

ALUMINUM EXTRUDED

SLIDE BODY FRAME

CUSTOM HIGH PRESSURE

LAMINATE (CHPL) PANEL

WITH EMBEDDED

GRAPHICS IN FRONT OF

ALUMINUM SIGN PANEL

2" 2"

ELEVATION ENLARGEMENT DETAIL OF

SIGN CABINET ASSEMBLY AND POST

1"

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : G

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The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

DLM JDB

CI503

SIGN DETAILS 1

NTS

CEMETERY DIRECTORY SIGN (NC-02.01 HORIZONTAL YOU ARE HERE MAP)2

NTS

BURIAL SECTION MARKER1

NTS

TEMPORARY CONSTRUCTION SIGN4

NTS

TEMPORARY SAFETY SIGN3

AutoCAD SHX Text Area for Map of Cemetery

AutoCAD SHX Text

AutoCAD SHX Text

SEC

AutoCAD SHX Text

DESIGNED AND SUPERVISED BY: DEPARTMENT OF VETERANS AFFAIRS WASHINGTON D.C.

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text Tallahassee National Cemetery

AutoCAD SHX Text Construction Firm Name City, State

AutoCAD SHX Text

ARCHITECT ENGINEER

AutoCAD SHX Text INTEGRITY FEDERAL SERVICES, INC., THE LA GROUP, CB DESIGN GROUP, AQUA ENGINEERING AND AES GROUP

AutoCAD SHX Text

THIS PROJECT HAS WORKED

AutoCAD SHX Text

AutoCAD SHX Text

DAYS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WITHOUT A LOST TIME ACCIDENT

THE LIFE YOU SAVE MAY BE YOUR OWN

2"

5' -0

4'-0"

2' -6

2'

-4

2'-0" 2'-0"

FINISH GRADE

ALUMINUM SIGN POST (M2), 2"X4"X1/8"

THICK; POWDER COATED FINISH, SEE

SPECIFICATIONS COLOR MATTHEWS NO.

MP07458 (CUSTOM COLOR); PROVIDE TOP

CAP SECURED WITH POWDER COATED

ALUM. TAMPERPROOF SCREWS

ALUMINUM SIGN CABINET

ASSEMBLY W/ 1/8" THICK PANELS

(SIDES, TOP & BOTTOM); POWDER

COATED FINISH, COLOR TO MATCH

MATTHEWS NO. MP07458 (CUSTOM

COLOR); PROVIDE SHOP DRAWINGS

COPY & GRAPHICS TO BE REFLECTIVE

WHITE EQUAL TO ENGINEER GRADE

3M SCOTCHLITE REFLECTIVE

SHEETING, 4090 HIGH PERFORMANCE;

TYPEFACE TO BE HELVETICA,

SENTENCE CASE, HEIGHT AS NOTED

LIGHT-DUTY CONC. PAVEMENT

CL

ELEVATION

DRAINAGE STONE

WRAPPED IN FILTER

FABRIC, TYP.

6" 4'

-6 " 4' -0

1'-0" DIA.

TYP.

PROVIDE (2)

#3 DOWELS

PER

FOOTING,

TYP.

EXPANSION

JOINT AND

SEALANT

AROUND

POSTS, TYP.

3,000 PSI (MIN.)

CONCRETE POST

FOOTING

LIGHT-DUTY CONCRETE

PAVEMENT, 3,000 PSI, REINFORCED

W/ (2) #3 REBAR BOTH SIDES OF

SIGN POST, 2" CLR., TYP.

STABILIZED SUBGRADE MINIMUM

L.B.R. 40, MAXIMUM PLASTIC INDEX

OF 6, COMPACTED TO 98%

STANDARD PROCTOR DENSITY

(AASHTO T-180). SEE GEOTECH

REPORT.

5" 6"

5"

TYP.

2"

TYP.

*6

REPLACE SOD AND TOPSOIL

AROUND PAVEMENT, TYP.

PLAN

2' -0

2" 2"

4"

5'-4" 2" 2"

NEW LIGHT DUTY CONC.

PAVEMENT W/ (2) #3 REBAR ON

BOTH SIDES OF SIGN POSTS.

2" CLR., TYP.

NEW SIGN PANEL

ASSEMBLY

NEW SIGN POST,

TYP.

2" 51

2"

BACK EDGE OF

EXISTING WALK

4' -3

FR

O M

E

DG

E O

F W

AL

K

NOTE:

1. EXISTING CONCRETE

PAD, FOOTING, AND

SIGN TO BE REMOVED IN

ENTIRETY. LOCATE NEW

SIGN CENTERED ON

EXISTING.

2. SLOPE PAVEMENT FOR

POSITIVE DRAINAGE LAYOUT POINT (CENTER

POINT OF EXISTING SIGN)

NEW CONC. POST

FOOTING, BELOW,

TYP.

1" X 1/2" ALUMINUM SPACER BAR; ATTACH

ALUMINUM CABINET FRAMING MEMBER/SIDE

BODY TO ALUMINUM SPACER BAR WITH #14 X 2"

HEX HEAD SS SCREW, TYP.

SECTION

NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALUMINUM

SIGN CABINET ASSEMBLY AND ATTACHMENT METHOD FOR APPROVAL.

1/8" THICK ALUMINUM SIGN PANEL CHEMICALLY

WELDED TO CORRESPONDING EXTRUDED 1/8" THICK

ALUMINUM FRAMING MEMBER. ALL EXPOSED

ALUMINUM SURFACES TO BE POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS

1" DEEP MIN. EXTRUDED CONTINUOUS ALUMINUM

FRAMING MEMBER WITH 1/8" MIN. THICK WALLS.

WELD AND GRIND SMOOTH. ALL EXPOSED

ALUMINUM SURFACES TO BE POWDER COATED

FINISH, COLOR TO MATCH MATTHEWS NO. MP07458

(CUSTOM COLOR); PROVIDE SHOP DRAWINGS. SEE

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

11 2"

1/2" REVEAL

SIGN POST

POST CAP

ABOVE TO BE

CHEMICALLY

WELDED

2' -6

4'-0"

8"

Visitor Information

We welcome you to these hallowed grounds. To preserve the dignity, beauty and 3 4"11 4"

13 4"

1" T

YP

5 8" T

YP

3 4" T

YP

5 8"

1 2" T

YP

SIGN DESIGNATION: NC-01.02A-m2 (MODIFIED)

5 8"

8" MIN.

serenity of the cemetery, we ask you to observe our cemetery restrictions Thank you for your cooperation. The following activities are prohibited:

Pets are not allowed on the cemetery grounds at any time.

Sports or recreational activities of any kind are prohibited, including recreational walking, skating or cycling.

No soliciting

Public gatherings of a partisan nature are prohibited, no unauthorized gatherings are permitted.

No picnicking.

Do not litter, please use one of the many receptacles provided.

Committal shelters are for services only, no loitering.

No cutting, digging or otherwise damaging the landscape.

Smoking is not allowed on the grounds, in any building or the committal shelter. Please smoke only at the designated receptacles.

Boisterous activity, including the playing of loud music, is prohibited.

Altering a headstone in a manner is prohibited (i.e. marking, sitting on, placing objects on, attaching photographs or keepsakes to, etc.)

Please note this cemetery is fully operational. If a committal service is in progress, please keep a respectful distance from the service. No photography of committal services are permitted without the consent of the family. For your own safety, if cemetery workers are engaged in burial operations, please keep to the road or outside the marked perimeter of operations.

We thank you in advance for providing the respect our Veterans are due, by observing the above listed regulations.

Our Nation's Heroes, some of whom gave their lives for this country, deserve no less than an honorable and pristine landscape to make their final rest.

During Memorial Day and other mowing season holidays, articles may be placed on gravesites on the Friday prior to the holiday. Items will be removed by cemetery staff one week later on the following Thursday.*6

*BIDDERS SHALL ASSUME

LARGER SIGN SIZE. TEXT

AND COPY TO BE

PROVIDED AND

REVIEWED BY

DEPARTMENT OF

VETERANS AFFAIRS. SEE

SPECIFICATIONS.

REFLECTIVE COLOR

MP32071 "WONDER WHITE"

EQUAL TO ENGINEER

GRADE 3M; HELVETICA

BOLD FONT, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : G

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2.C I50

2.0 .20

.D

W G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

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T

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G

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F

E

D

E

R

A

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

DLM JDB

CI504

SIGN DETAILS 2

NTS

VISITOR INFORMATION SIGN (NC-01.02A-M2 INFORMATION / REGULATIONS)1

Text as Shown on Details

SEC

SEC

SEC

SEC

SEC

SEC

SEC

TREE LINE

TREE LINE

TREE LINE

TREE LINE TREE LINE

5" OAK TREE

2" OAK TREE

2" OAK TREE

2" OAK TREE 4" PINE TREE

4" PINE TREE

4" PINE TREE

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

W

W

SD

TR

TR

C

C

C

C

EX. COMMUNICATION

E

V V

M.U.

146.38

146.24

155.60

150.39

145.37

137.56

138.66

127.53

128.45

130.51

133.40

136.15

148.37

130130130

135135

155150

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

NEW DECIDUOUS TREE, TYP.

NEW EVERGREEN TREE, TYP.

NEW ORNAMENTAL TREE, TYP.

NEW PASPALUM BAHIA TURF SOD, TYP.

CELEBRATION BERMUDA TURF SOD, TYP.

LP501

LP501

LS

JV

NS

QV

QV

JV

NS

QV

JV

JV

CV

CF

CV

CF

AA

CV

CV

CV

CV

CV

CV

AA

AA

CF

CV

CC

CC

CC

CC

CC

CC

CF

CF

QV

CF

EXISTING FLOWER

WATERING STATION

TO BE REPLACED,

TYP.

NEW FLOWER

WATERING

STATION, TYP.

NEW SECTION

MARKER, TYP.

NEW GRAVESITE GRID

MONUMENT, TYP.

BURIAL

SECTION 5

BURIAL

SECTION 6

BURIAL

SECTION 7

BURIAL

SECTION 8

EXISTING BURIAL

SECTION 4

EXISTING

COLUMBARIUM A

EXISTING OSSUARY

AND MEMORIAL

WALLS

EXISTING COMMITTAL

SERVICE SHELTER 1

HONOR CIRCLE

HO

NO

R

CI

RC

LE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

Fil e P ath : G

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\20

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\93 7C

M3

2.L P1

.0.

.D W

G of 64

The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

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F

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D

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

NORTH10 20 300

LEGEND

NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR

ERADICATION OF ALL NOXIOUS WEEDS,

INCLUDING BUT NOT LIMITED TO TROPICAL SODA

APPLES (SOLANUM VIARUM) AND KUDZU VINE

(PUERARIA MONTANA), FROM THE SITE PRIOR TO

SEEDING / SODDING OPERATIONS. INVASIVE

SPECIES ERADICATION SHALL BE PERFORMED

WITHIN THE CONSTRUCTION AREA.

CONTRACTOR SHALL USE ERADICATION

METHODS THAT ARE CONSISTENT WITH

RECOMMENDATIONS OF THE UF-IFAS CENTER

FOR AQUATIC AND INVASIVE PLANTS,

HTTP://PLANTS.IFAS.UFL,EDU, PHONE

352-392-9613. IF BURNING IS ALLOWED BY THE

CEMETERY AND CHOSEN BY THE CONTRACTOR

AS AN ERADICATION METHOD, FIRE BREAKS

SHALL BE REQUIRED TO PROTECT THE

CEMETERY.

2. THE CONTRACTOR SHALL SUPPLY ALL NEW

PLANT MATERIAL IN QUANTITIES SUFFICIENT TO

COMPLETE ALL PLANTING SHOWN ON THE

DRAWINGS. WHERE DISCREPANCIES EXIST

BETWEEN THE PLANS AND THE LANDSCAPE

SCHEDULE, THE PLANS SHALL TAKE

PRECEDENCE.

3. CONTRACTOR SHALL STAKE THE LOCATIONS OF

TREES AND RECEIVE APPROVAL FROM THE

CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL VERIFY POTENTIAL

SUBSURFACE CONFLICTS PRIOR TO STAKING.

ALL DAMAGE CAUSED BY THE INSTALLATION OF

LANDSCAPE / PLANT MATERIAL SHALL BE

REPAIRED BY THE CONTRACTOR AT NO EXPENSE

TO THE GOVERNMENT.

5. SOD AREAS ARE SHOWN FOR ESTIMATION

PURPOSES ONLY. ACTUAL AREAS TO BE SODDED

MAY EXCEED THOSE AREAS SHOWN ON THE

PLAN. THE CONTRACTOR SHALL PROVIDE SOD IN

ALL DISTURBED AREAS, UNLESS NOTED

OTHERWISE.

6. CONTRACTOR IS RESPONSIBLE FOR WEEKLY

MOWING OF SODDED AREAS UNTIL FINAL

ACCEPTANCE OF ALL WORK.

7. SEE SHEET LP501 FOR PLANT LIST AND DETAILS.

8. CONTRACTOR SHALL PROVIDE INDIVIDUAL

MULCH RINGS AROUND SHADE, ORNAMENTAL,

AND EVERGREEN TREES. SEE DETAILS.

9. CONTRACTOR SHALL ENSURE ALL TREES

LOCATED NEAR STORMWATER AREAS ARE

INSTALLED ABOVE THE INVERT ELEVATIONS OF

THE OUTLET STRUCTURE.

10. CONTRACTOR SHALL ENSURE ALL TREE

PROTECTION MEASURES ARE IN PLACE, PER THE

DETAILS, PRIOR TO SEEDING AND SODDING

OPERATIONS.

DLM JDB

LP101

LANDSCAPE PLAN

HEADSTONE/MARKER

DIRECTION

SECTION MARKER

FLOWER WATERING

STATION

CELEBRATION BERMUDA TURF

SOD AREA

PASPALUM BAHIA TURF

SOD AREA

NEW DECIDUOUS TREES

NEW CONIFEROUS TREES

NEW DECIDUOUS

ORNAMENTAL TREES

PLANT CALLOUT3

QV

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

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(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201

Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

I N

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S TALLAHASSEE, FLORIDA

937CM3002

AUGUST 11, 2023

BID DOCUMENTS TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

08/11/2023

DLM JDB

LP501

LANDSCAPE DETAILS AND

SCHEDULE

NTS

PLANT SCHEDULE1

BOTANICAL NAME

LARGE - MEDIUM DECIDUOUS TREES

QTYKEY ROOTCOMMON NAME SIZE REMARKS

QUERCUS VIRGINIANA LIVE OAK

LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' FRUITLESS SWEETGUM

CF

ORNAMENTAL TREES

CORNUS FLORIDA FLOWERING DOGWOOD

QV

LS

CC CERCIS CANADENSIS EASTERN REDBUD

NOTES:

1. SEE LP101 FOR ADDITIONAL NOTES.

2. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE ALL PLANTING SHOWN ON THE

DRAWINGS. WHERE DISCREPANCIES EXIST BETWEEN THE PLANS AND THE LANDSCAPE SCHEDULE, THE PLANS SHALL TAKE PRECEDENCE.

3. ALL DISTURBED AREAS TO BE SODDED LAWN AS APPROPRIATE. BERMUADA SOD SHALL BE 'CELEBRATION' TO MATCH EXISTING AND BAHIA

SOD SHALL BE 'PASPALUM' TO MATCH EXISTING.

4. CONTRACTOR SHALL VERIFY POTENTIAL UTILITY CONFLICTS PRIOR TO STAKING. ALL UTILITY LINES DAMAGED BY THE INSTALLATION OF

PLANT MATERIAL SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.

5. SEE LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN.

6. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY.

7. TREES SHALL BE PLUMB AND STRAIGHT.

8. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

B&B

B&B

B&B

B&B

3.5" CAL.

2.5" CAL.

6' HT.

2" CAL.

EVERGREEN TREES

JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR B&B6' HT.12

NYSSA SYLVATICA BLACKGUM / BLACK TUPELONS B&B2.5" CAL.6

STAKE

TREE TRUNK

STAKESTAKE

STAKE

TREE TRUNK

STAKESTAKE

PLAN

VIEW

PLAN

VIEW

DRIVEN IN ON AN SLIGHT ANGLE.

STAKES TO BE OUTSIDE OF ROOT BALL.

3 PER TREE. STAKES TO BE SAME HEIGHT,

3" Ø x 8'-0" CEDAR STAKES, 4" HT. PLANTING MIX SAUCER

PERIMETER OF MOUND TO DEPTH SHOWN.

COMPACTED 92%; TRENCH AROUND

UNDISTURBED NATIVE SOIL DRAINAGE MOUND

AMENDED PLANTING MIX, COMPACTED

3" DEPTH HARDWOOD MULCH;

PULL MULCH AWAY FROM TRUNK

(SEE SPEC.)

2'-0" MIN.

TYP.

1' -0

F.G.

NOTES:

2'-0"

MIN.

TYP.

1' -0

F.G.

4" HT. PLANTING MIX SAUCER

NEVER CUT A LEADER.

NOTES:

2" HIGHER THAN THE SURROUNDING GRADE.

SET PLANT SO THAT THE ROOT CROWN IS

SECTION

VIEW

SECTION

VIEW

TREE SHALL BE PLUMB & STRAIGHT; TREES

SHALL BE STAKED & GUYED AS SHOWN

BELOW.

SET PLANT SO THAT THE ROOT CROWN IS 2"

HIGHER THAN THE SURROUNDING GRADE.

THIN BRANCHES & FOLIAGE AS DIRECTED (SEE

SPECS) WHILE RETAINING NORMAL SHAPE OF

TREE. NEVER CUT A LEADER.

NTS

DECIDUOUS TREE2 NTS

EVERGREEN TREE3

-4

'-8

-3

'-4

CAL.

2"

3" 3.5"

24"

32" 38"

14 3/8"

19" 23"

- 4

'-8

- 3

'-4

MIN. ROOT

BALL DIA.

MIN. ROOT

BALL DEPTH

ANSI Z60.1 SPECIFICATIONS FOR

TYPE 1 & TYPE 2 SHADE TREES

HEIGHT

6' 7' 8'

40" 46" 52"

24" 27" 31"

MIN. ROOT

BALL DIA.

MIN. ROOT

BALL DEPTH

ANSI Z60.1 SPECIFICATIONS

FOR TYPE 3 CONIFERS

ANSI TYPE 2, TAP ROOT, SPRING INSTALL ONLY

CV CHIONANTHUS VIRGINICUS WHITE FRINGETREE CONT.6' HT. / 10 GAL.28 ANSI TYPE 3 SMALL TREE, MULTI-STEM

AA AMELANCHIER ARBOREA DOWNY SERVICEBERRY CONT.6' HT. / 15 GAL.5

ANSI TYPE 2, FRUITLESS, SPRING INSTALL ONLY

ANSI TYPE 3 LARGE DEC. SHRUB, MULTI-STEM

2.5" 28" 17"

4" 42" 25"

ANSI TYPE 1

ANSI TYPE 3 SMALL TREE, MULTI-STEM

ANSI TYPE 4 SMALL TREE, SEE DECIDUOUS TREE DETAIL

ANSI TYPE 3 CONIFER

REMOVE WIRE BASKET

COMPLETELY. CUT ROPE

SURROUNDING BOTTOM OF

TREE TRUNK AFTER BACK

FILLING BUT BEFORE

MULCHING. DO NOT

REMOVE BURLAP. 12

M

IN

FINISH GRADE

2'-0"

MIN.

NATIVE SOIL DRAINAGE

MOUND, COMPACTED TO

92% STANDARD PROCTOR

UNDISTURBED

SUBGRADE

4" HT. PLANTING MIX SAUCER

3" DEPTH HARD WOOD BARK MULCH; PULL

MULCH AWAY FROM TRUNKS.

AMENDED PLANTING MIX, COMPACTED

(SEE SPEC.)

NTS

MULTI-STEM PLANTING4

#7 / 1"

#15 / 1.50" #20 / 1.75"

18"

20" 22"

11 3/4"

12" 13 1/4"

MIN. ROOT

BALL DIA.

MIN. ROOT

BALL DEPTH

ANSI Z60.1 SPECIFICATIONS FOR

TYPE 3 SMALL UPRIGHT TREES

#10 / 1.25" 19" 11 3/4"

#25 / 2" 24" 15 5/8"

HT.

5'

8'

24"

36"

14"

21"

MIN. ROOT

BALL DIA.

MIN. ROOT

BALL DEPTH

ANSI Z60.1 SPECIFICATIONS FOR

TYPE 3 LARGE DECIDUOUS SHRUB

6' 30" 18"

CAL.

1.75"

2.5"

22"

28"

13 1/8"

17"

MIN. ROOT

BALL DIA.

MIN. ROOT

BALL DEPTH

ANSI Z60.1 SPECIFICATIONS FOR

TYPE 4 SMALL SPREADING TREES

2" 24" 15 5/8"

CONT. /

CAL.

INSTALL 3 ASSEMBLIES PER TREE EQUALLY

SPACED AROUND ROOTBALL. ATTACH

GALV. STEEL CABLES PER

MANUFACTURER'S RECOMMENDATIONS.

BASIS OF DESIGN PLATIPUS D-MAN TREE

ANCHOR SYSTEM (RF2PDMAN).

ROOT BALL

ROOT BALL

PLAN

VIEW

TREE TRUNK, TYP.

ROOT BALL

6 X D-MAN CELL ASSEMBLIES

(3X2 CELLS CONNECTED).

BASIS OF DESIGN PLATIPUS

TREE ANCHORING

(RF2PDMAN)

3 X PLATI-MATS ASSEMBLIES.

BASIS OF DESIGN PLATIPUS

TREE ANCHORING (RF2PDMAN)

GALVANIZED

CABLES, TYP.

RATCHET

TENSIONER

ATTACH FABRIC MATERIAL GUYING STRAPS TO

STAKE. NOTCH STAKE TO RECEIVE STRAPS.

ENCASE STRAPS AROUND TRUNK IN REINFORCED

RUBBER HOSE ABOVE FIRST BRANCH. SECURE

GUYING STRAPS WITH GALV. OR

CADMIUM-PLATED TURNBUCKLES. CONTRACTOR

TO REMOVE GUYING TWO (2) GROWING SEASONS

AFTER INSTALLATION. ALTERNATIVE ROOT BALL

ANCHORING SYSTEM NOT REQUIRING REMOVAL

LATER MAY BE SUBMITTED FOR CONSIDERATION.

ATTACH FABRIC MATERIAL GUYING STRAPS TO

STAKE. NOTCH STAKE TO RECEIVE STRAPS.

ENCASE STRAPS AROUND TRUNK IN REINFORCED

RUBBER HOSE ABOVE FIRST BRANCH. SECURE

GUYING STRAPS WITH GALV. OR

CADMIUM-PLATED TURNBUCKLES. CONTRACTOR

TO REMOVE GUYING TWO (2) GROWING SEASONS

AFTER INSTALLATION. ALTERNATIVE ROOT BALL

ANCHORING SYSTEM NOT REQUIRING REMOVAL

LATER MAY BE SUBMITTED FOR CONSIDERATION.

ANY WIRE CAGING OR SIMILAR MATERIAL MUST

BE REMOVED FROM ROOT BALL. CUT ROPE

SURROUNDING BOTTOM OF TREE TRUNK AFTER

BACKFILLING BUT BEFORE MULCHING. REMOVE

BURLAP FROM TOP 1/3 OF BALL ROOT. IF PLASTIC

WRAP OR TREATED BURLAP IS USED,

COMPLETELY REMOVE THESE MATERIALS. UNDISTURBED NATIVE SOIL DRAINAGE MOUND

COMPACTED 92%; TRENCH AROUND PERIMETER

OF MOUND TO DEPTH SHOWN.

AMENDED PLANTING MIX, COMPACTED

(SEE SPEC.)

ANY WIRE CAGING OR SIMILAR MATERIAL MUST

BE REMOVED. CUT ROPE SURROUNDING BOTTOM

OF TREE TRUNK AFTER BACKFILLING BUT

BEFORE MULCHING. REMOVE BURLAP FROM TOP

1/3 OF BALL ROOT. IF PLASTIC WRAP OR TREATED

BURLAP IS USED, COMPLETELY REMOVE THESE

MATERIALS.

3" DEPTH HARDWOOD MULCH;

PULL MULCH AWAY FROM TRUNK

3" Ø x 8'-0" CEDAR STAKES, 3 PER TREE.

STAKES TO BE SAME HEIGHT, DRIVEN IN

ON AN SLIGHT ANGLE. STAKES TO BE

OUTSIDE OF ROOT BALL.

TREE SHALL BE PLUMB & STRAIGHT;

TREES SHALL BE GUYED AS SHOWN

BELOW.

NOTES:

TREE SHALL BE PLUMB & STRAIGHT;

TREES SHALL BE GUYED AS SHOWN

BELOW.

SET PLANT SO THAT THE ROOT

CROWN IS 2" HIGHER THAN

THE SURROUNDING GRADE.

NEVER CUT A LEADER.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

TALLAHASSEE, FLORIDA

937CM3002Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

VA FORM 08 - 6231

321 4 5 6 7 8 9

TALLAHASSEE NATIONAL CEMETERY

GRAVESITE EXPANSION

Fil e P ath : O

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The LA Group

(518) 587-8100

AES Group

(303) 841-3922

CB Design Group

(888) 585-2234

Aqua Engineering

(970) 229-9668

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

IN

TEGR I TY FEDERA

L

S ERV I C E S

RWB JDLAUGUST 11, 2023

BID DOCUMENTS

REVISED CONSTRUCTION DOCUMENTS 7/25/2023

Ce rt i f ie d Irrigat ion Designer

46102

JO

HN D. LEONARD

I RR

I G A T I O N A S S OC I AT IO

N

08/09/2023

LEGEND

Q

A-1

2"

B

22 22

F

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FLAG NOTES

GENERAL DESCRIPTION

GENERAL NOTES

IRRIGATION NOTES AND LEGEND