S02_Attachment - BPNC GSE P2 BD_Plans bk3.pdf

PDF 19 MB Posted Apr 14, 2025

Attached to: 830CM3019: Grave Site Expansion, Bay Pines National Cemetery
Solicitation number: 36C78625B0019
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Apr 14, 2025

These are detailed architectural and engineering design plans for the Gravesite Expansion Phase 2 project at Bay Pines National Cemetery in St. Petersburg, Florida. The documents, dated April 29, 2024, include comprehensive site plans, storm water details, site furnishings, columbarium layouts, and construction details for the cemetery expansion. Key elements include storm water management systems, drainage inlet and manhole details, gravesite grid monuments, columbarium structures with single and double niche configurations, paving details, landscaping elements, and specific construction specifications for site features like flower watering stations, benches, and signage.

The technical drawings provide extensive technical specifications for implementing the cemetery expansion, covering site grading, material specifications, installation methods, and precise dimensional requirements for various site elements. The plans are prepared by John Gallup & Associates, LLC for the National Cemetery Administration's Office of Design and Construction, with engineering support from Aqua Engineering Inc. The project number is 830CM3019, and the documents are marked as bid documents, indicating the project is preparing to go out to competitive bidding. The design emphasizes functional and aesthetic considerations typical of national cemetery infrastructure, with careful attention to layout, accessibility, and memorial site design.

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Other files

File	Type	Posted
S02_Attachment - Bid Specifications.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk1.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk2.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk5.pdf	PDF	Apr 14, 2025
S02_Attachment - Design Narrative.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk4.pdf	PDF	Apr 14, 2025
S02_Presolicitation Notice 36C78625B0019.pdf	PDF	Apr 14, 2025

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HJM DDS

CU501

STORM WATER DETAILS - 1 NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

HJM DDS

CU502

STORM WATER DETAILS - 2 NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

GENERAL NOTES

1. PVC SURFACE DRAINAGE INLETS AND MANHOLES SHALL INCLUDE THE DRAIN BASIN TYPE AS INDICATED ON THE CONTRACT DRAWING

AND REFERENCED WITHIN THE CONTRACT SPECIFICATIONS. THE DUCTILE IRON GRATES / COVERS FOR EACH OF THESE FITTINGS ARE TO BE CONSIDERED AN INTEGRAL PART OF THE SURFACE DRAINAGE INLET OR MANHOLE AND SHALL BE FURNISHED BY THE SAME MANUFACTURER. THE SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE AS MANUFACTURED BY NYLOPLAST A DIVISION OF

ADVANCED DRAINAGE SYSTEMS, INC., OR APPROVED EQUAL.

2. THE DRAIN BASINS REQUIRED FOR THIS CONTRACT SHALL BE MANUFACTURED FROM PVC PIPE STOCK, UTILIZING A THERMO-MOLDING PROCESS TO REFORM THE PIPE STOCK TO THE SPECIFIED CONFIGURATION. THE DRAINAGE PIPE CONNECTION STUBS SHALL BE MANUFACTURED FROM PVC PIPE STOCK AND FORMED TO PROVIDE A WATERTIGHT CONNECTION WITH THE SPECIFIED PIPE SYSTEM.

THIS JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR JOINTS FOR DRAIN AND SEWER PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS. THE FLEXIBLE ELASTOMERIC SEALS SHALL CONFORM TO ASTM F477. THE PIPE BELL SPIGOT SHALL BE JOINED TO THE MAIN BODY OF THE DRAIN BASIN OR CATCH BASIN. THE RAW MATERIAL USED TO MANUFACTURE THE PIPE STOCK THAT IS USED TO MANUFACTURE THE MAIN BODY AND PIPE STUBS OF THE SURFACE DRAINAGE INLETS AND MANHOLES SHALL CONFORM TO

ASTM D1784 CELL CLASS 12454.

3. THE GRATES / COVERS FURNISHED FOR ALL SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE DUCTILE IRON MADE SPECIFICALLY FOR EACH BASIN SO AS TO PROVIDE A ROUND BOTTOM FLANGE THAT CLOSELY MATCHES THE DIAMETER OF THE SURFACE DRAINAGE INLET OR MANHOLE. GRATES / COVERS FOR DRAIN BASINS SHALL BE CAPABLE OF SUPPORTING H-10 LOADING FOR PEDESTRIAN TRAFFIC. 12” AND 15” GRATES / COVERS WILL BE HINGED TO THE FRAME USING PINS.

4. THE SPECIFIED PVC SURFACE DRAINAGE INLET OR MANHOLE SHALL BE INSTALLED USING CONVENTIONAL FLEXIBLE PIPE BACKFILL MATERIALS AND PROCEDURES. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1 OR 2 MATERIAL AS DEFINED IN ASTM D2321. THE SURFACE DRAINAGE INLETS AND MANHOLES SHALL BE BEDDED AND BACK-FILLED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE DRAIN BASIN BODY WILL BE CUT AT THE TIME OF THE FINAL GRADE SO AS TO MAINTAIN A ONE PIECE, LEAK PROOF STRUCTURE. NO BRICK, STONE OR CONCRETE BLOCK WILL BE USED TO SET THE GRATE / COVER TO THE FINAL GRADE HEIGHT. FOR H-20 LOAD RATED INSTALLATIONS, A CONCRETE RING WILL BE POURED UNDER AND AROUND THE GRATE / COVER AND FRAME. THE CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, AND OTHER APPLICABLE DESIGN FACTORS. FOR OTHER INSTALLATION CONSIDERATIONS SUCH AS MIGRATION OF FINES, GROUND WATER, AND SOFT FOUNDATIONS REFER TO ASTM D2321 GUIDELINES.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE

OR OTHER GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN

ASTM D2321. BEDDING & BACKFILL FOR SURFACE

DRAINAGE INLETS SHALL BE PLACED & COMPACTED

UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

TOP SOIL

1' 6" SQUARE WITH

INTEGRATED DUCTILE IRON

FRAME AND GRATE COVER

(5) ADAPTER ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

THE BACKFILL MATERIAL SHALL BE

CRUSHED STONE OR OTHER GRANULAR

MATERIAL MEETING THE REQUIREMENTS

OF CLASS II MATERIAL AS DEFINED IN

ASTM D2321. BEDDING & BACKFILL SHALL

BE PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

(4) VARIOUS TYPES OF INLET & OUTLET

ADAPTERS AVAILABLE: 4" - 30" FOR

CORRUGATED HDPE (ADS N-12/HANCOR DUAL

WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC

SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC

C900/C905, CORRUGATED & RIBBED PVC

WATERTIGHT JOINT

(PVC)

(1, 2) INTEGRATED DUCTILE IRON

FRAME & COVER TO MATCH HAND HOLE O.D.

1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - 8" & 10" SOLID COVERS FIT DIRECTLY ONTO MANHOLES WITH THE USE OF

A PVC BODY TOP.

3 - HAND HOLES TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY;

NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.

8" DRAIN BASIN

4" PVC

HJM DDS

CU503

STORM WATER DETAILS - 3 NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

Scale: NTS

SURFACE DRAINAGE INLET DETAIL1

Scale: NTS

8" MANHOLE DETAIL2

Scale: NTS

GRAVEL TRENCH UNDERDRAIN AND CLEANOUT DETAIL3

Scale: NTS

4" COLUMBARIUM CLEANOUT DETAIL4

AutoCAD SHX Text

FILTER FABRIC

AutoCAD SHX Text

4" DIA SCH 40 PERFORATED PVC UNDERDRAIN PIPE 1% SLOPE

AutoCAD SHX Text

4" THREADED PVC CLEANOUT CAP

AutoCAD SHX Text 5"

AutoCAD SHX Text

3/8" WASHED, ROUNDED RIVER STONE

AutoCAD SHX Text

12" MIN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SOUTH

AutoCAD SHX Text

DRAINAGE COURSE (CLEAN, WASHED #57 AGGREGATE)

AutoCAD SHX Text

4" THREADED PVC PLUG

AutoCAD SHX Text 4" TEE, SOCKET xSOCKETxFIPT

AutoCAD SHX Text

4" DIA SOLID WALL SCH 40 PVC PIPE TO 6" COLLECTOR PIPE

AutoCAD SHX Text 4"

AutoCAD SHX Text

COLUMBARIUM FOOTER

AutoCAD SHX Text 18"

AutoCAD SHX Text

MIN

AutoCAD SHX Text

MIN

AutoCAD SHX Text

6" PVC COLLECTOR PIPE (SEE PLAN FOR SOLID OR PERFORATED)

AutoCAD SHX Text

4" DIA SCH 40 PVC CLEANOUT

AutoCAD SHX Text

THREADED PVC CLEANOUT CAP

AutoCAD SHX Text

HEAVY DUTY CAST IRON FRAME AND COVER W/ "C.O." CAST IN COVER

AutoCAD SHX Text

6" ELBOW

AutoCAD SHX Text

6" MIN

AutoCAD SHX Text

CONCRETE COLLAR

AutoCAD SHX Text

3" MIN

AutoCAD SHX Text

4" REDUCER

AutoCAD SHX Text

COLUMBARIUM PAVEMENT SECTION - POROUS BRICK PAVING DETAIL 4/C-502

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

2-2

2-1

2-3

2-4

2-8

2-7

2-6

2-5

665A

44 54

62 72

80 90

98 108

395 407

185 209

208 232

301 326

123 205

3-1

3-4

3-6

3-3

3-5

3-7

2-10

1-2

1-3

1-5

1-4

2-9

3-2

N:1264249.63 E:406582.37

574 618

2-11

2-12 3-8 3-10

3-9

3-11

HEADSTONEDIRECTION

SECTION 2

1,283 (3'x3') IGC

HEADSTONE

DIRECTION

SECTION 3

919 (3'x3') IGC

51'

40.5'

19.5'

51'

57'

665A

1182 11891183 1190

665A

6 18

34 51

50 63

68 81

231 255

254 279

205 228

12831212

888 898

1-7

51'

1-1

51'

1-6

1-8

51'15

HEADSTONE

DIRECTION

SECTION 1

1,192 (3'x3') IGC

N:1264289.76 E:406633.60

N:1264274.44 E:406626.43

N:1264301.57 E:406635.74

N:1264328.89 E:406630.80

N:1264268.39 E:406621.76

2-14

2-13

51'

1-9

51'

40'0 20'

SCALE: 1"=20'

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

SECTION 2 GRAVESITE GRID

MONUMENTS

MONUMENT NORTHING EASTING

2-1 1264286.44 406643.98

2-2 1264269.38 406692.05

2-3 1264241.11 406682.01

2-4 1264266.46 406745.12

2-5 1264252.32 406740.11

2-6 1264215.57 406727.06

2-7 1264257.87 406796.20

2-8 1264235.26 406788.17

2-9 1264192.85 406773.11

2-10 1264249.29 406847.27

2-11 1264218.20 406836.23

2-12 1264170.13 406819.17

2-13 1264232.23 406895.33

2-14 1264201.13 406884.29

SECTION 1 GRAVESITE GRID

MONUMENTS

MONUMENT NORTHING EASTING

1-1 1264325.00 406640.15

1-2 1264391.99 406677.05

1-3 1264336.45 406689.85

1-4 1264286.75 406701.30

1-5 1264347.90 406739.55

1-6 1264298.20 406751.00

1-7 1264279.20 406755.37

1-8 1264309.65 406800.69

1-9 1264270.18 406809.79

SECTION 3 GRAVESITE GRID

MONUMENTS

MONUMENT NORTHING EASTING

3-1 1264264.01 406622.60

3-2 1264235.54 406600.57

3-3 1264239.91 406668.44

3-4 1264204.33 406640.90

3-5 1264208.70 406708.77

3-6 1264173.11 406681.23

3-7 1264191.71 406760.12

3-8 1264177.48 406749.10

3-9 1264141.89 406721.56

3-10 1264167.61 406805.96

3-11 1264146.26 406789.43

IGC BURIAL LAYOUT AND

NUMBERING PLAN

GRAVESITE SECTION MARKER

SEE DETAILS ON C-504

GRAVESITE GRID MONUMENT

SEE DETAILS ON C-504

LEGEND

GRAVESITE GRID

MONUMENT, TYP.

GRAVESITE GRID

MONUMENT, TYP.

3' x 3' IN-GROUND CREMAIN1

GRAVESITE SECTION

MARKER , TYP.

FLOWER

WATER

STATION

16 53

A S

P H

A L T P A V E M E N

A S

P H

A L T P A V E M E N

FWS

MEET EXISTING ROADWAY

FLUSH

SEE SHEETS LC101 & LC102

FOR COLUMBARIUM

ENLARGEMENT

IGC SECTION 1

1,192 (3' x 3')

IGC SECTION 2

919 (3' x 3')

IGC SECTION 2

1,283 (3'x3')

NEW ROSTRUM SEE

ARCHITECTURAL DRAWINGS

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

SITE FURNISHING S/ SIGNAGE

PLAN

17 53

SIGN TYPE SIGN TEXT

DETAIL

REFERENCE

SIGN

NUMBER

NC-03.02-c2

NC-03.02-C2

one sided perpendicular to road one sided perpendicular to road

SPEED LIMIT

STOP SIGN

MESSAGE LAYOUT A

NC-04.01-c2

NC-04.01-c2 one sided perpendicular to road one sided parallel to road

C504

Office

Columbarium C

NC-03.02-c2

NC-01.01-c2 one sided parallel to road one sided parallel to road

Temporary Construction Sign

Safety Sign

Refer to details

FLORAL REGULATONS

LAYOUT - B

"DO NOT ENTER"

C505

C504

C505

C504

NC-04.01-c2 one sided parallel to road4a

C504 Columbarium C

NC-04.01-c2 one sided parallel to road

Columbarium C 1 C504

C506

Flower Watering Station

Bench

Refer to details

Refer to detailsSB

STRUCTURE DETAIL

REFERENCE

SYMBOL

FWS

C504Section Marker Refer to details

C504Grid Monument Refer to details

POROUS BRICK PAVING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

21 21 22 22 23 23 24 24 25 25

C C C C C C C C C C

1 2C

3 4C 5 6 15 16 17 18

C C C

7 8 9 10 11 12 13 14C C C C

19 20C

C C C C C C

30 1

1 5 10 15 20 25

C505

BENCH (TYPICAL)3

C506

SINGLE COLUMBARIUM NICHES

DOUBLE COLUMBARIUM

NICHES

FLUSH CONCRETE

CURB

C501

PLANTER (TYP.)

30 1

6.00' 6.00'

TRANSITION TO FULL

CURB HEIGHT

C505

TRUNCATED DOME

PAVERS 6

C505

POROUS BRICK

PAVING CONCRETE

CURBING (TYP.)

C505

1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25 1 5 10 15 20 25

C505

DOUBLE NICHE PIER LETTERING AND NUMBERING

(TYPICAL) 3

C502

SINGLE NICHE PIER LETTERING AND NUMBERING

(TYPICAL) 4

C502

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

ENLARGED COLUMBARIUM

SITE PLAN

18 53

7.25

7.60 7.60 7.60 7.60 7.607.60

7.37 7.37

7.25 7.25

7.25

7.29 7.29 7.29 7.29

7.39 7.39

7.34 7.34 7.34 7.34

7.55 7.55 7.55 7.55 7.55 7.55 7.55 7.55 7.55 7.55

13.24' 13.24' 13.24' 13.24' 13.24' 13.24' 13.24' 13.24' 10.34'10.34' 26.49'

40.27'

40.24'

7.24 7.24

7.32

7.27

7.32

7.27

10.00'

0' 10.00'

4 6

8 10 12 14

16 18

11 13 15 17 193 5 7 9

21 30

CL CL

10.00'7.24 7.24

22 23 24 25 26 27 28 29

1264336.42 406616.65

1264329.89 406621.26

1264267.74 406609.43

1264263.35 406602.72

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

ENLARGED COLUMBARIUM

LAYOUT AND GRADING PLAN

19 53

7.60

LAYOUT DATA CHART

LEGEND

COORDINATE POINT

SPOT GRADE

Scale: NTS

CONCRETE WALK DETAIL4

Scale: NTS

TYPICAL ROADWAY SECTION ALT 25

Scale: NTS

ASPHALT PAVEMENT DETAIL2

Scale: NTS

ASPHALT ABUTMENT DETAIL3

CONTROL JOINT EXPANSION JOINT

Scale: NTS

CONCRETE - JOINTING DETAIL6

Scale: NTS

CURB EXPANSION JOINT7

"WET"

Scale: NTS

24" ROLLOVER CURB DETAIL1

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

April 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

4/29/2024

HJM DDS

C-500

SITE DETAILS

Scale: NTS8 TREE PROTECTION

AutoCAD SHX Text

CIP CONCRETE MEDIUM BROOM FINISH SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC

AutoCAD SHX Text 6x6-W2.1xW2.1 WWF

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4" AGGREGATE BASE COURSE

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COMPACTED SUBGRADE 95% SEE DETAIL THIS SHEET

AutoCAD SHX Text NOTES: 1. UNLESS NOTED OTHERWISE PROVIDE EXPANSION JOINTS @ 48'-0" O.C. 6/C-500 UNLESS NOTED OTHERWISE PROVIDE EXPANSION JOINTS @ 48'-0" O.C. 6/C-500 2. UNLESS NOTED OTHERWISE PROVIDE CONTROL JOINT @ DISTANCE MATCHING WIDTH OF UNLESS NOTED OTHERWISE PROVIDE CONTROL JOINT @ DISTANCE MATCHING WIDTH OF WALK. 6/C-500 3. 1/2" RADIUS EDGES 1/2" RADIUS EDGES 4. PROVIDE EXPANSION JOINT WHERE CONCRETE ABUTS EXISTING CONCRETE.PROVIDE EXPANSION JOINT WHERE CONCRETE ABUTS EXISTING CONCRETE.

AutoCAD SHX Text 10'

AutoCAD SHX Text 2%

AutoCAD SHX Text 10'

AutoCAD SHX Text 2%

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ASPHALT PAVEMENT SEE DETAIL 1/C-500

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COMPACTED SUBGRADE SEE DETAIL 1/C-500

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PROFILE LOCATION

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ROLLOVER CURB AND GUTTER SEE DETAIL 1/C-500

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AGGREGATE BASE COURSE SEE DETAIL 1/C-500

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4" AGGREGATE BASE COURSE BENEATH CURB

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10:1 MAXIMUM

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ALL DISTURBED AREA TO BE SODDED

AutoCAD SHX Text NOTES: 1. THIS DETAIL TO BE USED AT ALL LOCATIONS WHERE THIS DETAIL TO BE USED AT ALL LOCATIONS WHERE FULL DEPTH ASPHALT PAVEMENT IS CALLED FOR.

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2.5" ASPHALT SURFACE COURSE

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8" LIMEROCK BASE COURSE COMPACTED TO MINIMUM 98% MODIFIED PROCTOR ASTM D1557

AutoCAD SHX Text 12" COMPACTED (IN FILL) OR SCARFIFIED AND RECOMPACTED (IN CUT) SUBGRADE 98% MODIFIED PROCTOR ASTM D1557

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SAWCUT EXISTING ASPHALT FULL DEPTH

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TACK COAT

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EXISTING ASPHALT

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PRIME COAT @ 0.05 GAL/SY0.05 GAL/SY

AutoCAD SHX Text 1/8" R

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JOINT SEALANT

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PREMOULDED EXPANSION JOINT FILLER

AutoCAD SHX Text NOTE: 1. REFER TO DETAIL 7/C-500 FOR CURB/GUTTER REINFORCING AT EXPANSION REFER TO DETAIL 7/C-500 FOR CURB/GUTTER REINFORCING AT EXPANSION JOINT

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3/8" EXPANSION FILLER AND JOINT SEALANT

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NEW CURB

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#5 SMOOTH DOWEL

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EXISTING CURB

AutoCAD SHX Text NOTES: 1. ALL PROTECTIVE FENCING ALL PROTECTIVE FENCING SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK AND REMAIN IN PLACE UNTIL ALL WORK HAS BEEN COMPLETED. IF FENCE REMOVAL IS REQUIRED, OBTAIN PRIOR PERMISSION FROM THE COR. SEE CD101 AND CD102 FOR FENCE LOCATIONS.

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%%UELEVATION

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%%UPLAN

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METAL STAKES @ 6' O.C. (TYP.)

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ORANGE VINYL CONSTRUCTION FENCING. SUBMIT SAMPLE FOR APPROVAL

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ORANGE VINYL CONSTRUCTION FENCING

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TREE CROWN LINE = CRITICAL ROOT ZONE

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METAL STAKES @ 6' O.C.

AutoCAD SHX Text 11"

AutoCAD SHX Text NOTES 1. PREFORMED EXPANSION JOINT FILLERS SHALL BE PLACED TRANSVERSELY IN THE CURB AND GUTTER AS FOLLOWS: PREFORMED EXPANSION JOINT FILLERS SHALL BE PLACED TRANSVERSELY IN THE CURB AND GUTTER AS FOLLOWS: (1) AT EACH JUNCTION OF RADIUS RETURN CURB AND GUTTER AND CURB AND GUTTER WHICH IS PARALLEL TO THE PROJECT CENTER LINE. (2) AT EACH JUNCTION WITH EXISTING CONCRETE CURB OR CONCRETE CURB AND GUTTER. (3) AT EACH JUNCTION WITH EXISTING CONCRETE SIDEWALK, TO THE DEPTH OF THE SIDEWALK. 2. 3/4" EXPANSION JOINTS PLACED AT RADIUS POINTS AND STRUCTURES WITH 2' LENGTHS OF #5 SMOOTH DOWELS. DOWELS 3/4" EXPANSION JOINTS PLACED AT RADIUS POINTS AND STRUCTURES WITH 2' LENGTHS OF #5 SMOOTH DOWELS. DOWELS SHALL BE GREASED AND WRAPPED ON ALTERNATE ENDS WITH EXPANSION TUBES. DOWELS ARE TO BE PLACED WITH BAR CHAIRS OR EQUAL. 3. 1-1/2" DEEP WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 10' INTERVALS MINIMUM. 1-1/2" DEEP WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 10' INTERVALS MINIMUM. 4. ALL REBAR SHALL BE EPOXY COATED. IF THE EPOXY COATED REBAR IS SHOP OR FIELD CUT THE EXPOSED ENDS SHALL BE ALL REBAR SHALL BE EPOXY COATED. IF THE EPOXY COATED REBAR IS SHOP OR FIELD CUT THE EXPOSED ENDS SHALL BE PROPERLY COATED WITH AN EPOXY TYPE PAINT PRIOR TO PLACEMENT. 5. CONCRETE SHALL BE 4000 PSI CONCRETE SHALL BE 4000 PSI

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DOWELS WHEN REQUIRED (SEE EXPANSION JOINT) 3" CLEAR TYP.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text F

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AutoCAD SHX Text B

AutoCAD SHX Text A

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21 22

C 22 23

23 24 2524 25

C C C

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

21 53

SITE DETAILS - 1

5 6

15 1

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

22 53

SITE DETAILS - 2

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

23 53

SITE DETAILS - 3

DETAIL NOT USED

Columbrarium C Office

Columbarium C

Floral Regulations

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

2. Floral items will be removed from graves as soon as they become faded or unsightly.

3. Artificial flowers may be placed on graves during the period of October 1 through April 1.

4. Plantings will not be permitted on graves at any time. Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday, Memorial

Day, Veterans Day, and Christmas.

5. Christmas wreaths or grave blankets are permitted on graves from December 15 through

January 20 of each year. Grave floral blankets may not be larger than two by three feet.

6. During lawn mowing and ground maintenance season, all floral items will be removed from the graves on 1st and 15th of each month, or sooner if necessary.

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

8. Floral items and other types of decorations will not be secured to headstones or markers.

SIDE VIEW FRONT VIEW

ISOMETRIC VIEW

FINISHED

GRADE

TYPE "B" VIEW A-A

1. SECTION MARKER SHALL BE OF LIGHT GRAY GRANITE TO MATCH EXISTING.

2. MARKER SHALL HAVE HONED SMOOTH INSCRIPTION FACE ALL OTHER SURFACES

SHALL HAVE SMOOTH SAWCUT FINISH.

3. ALL CORNERS AND EDGES INCLUDING 2" BELOW GROUND LEVEL SHALL BE

ROUNDED TO 3/8" RADIUS, MIN.

4. WORD "SEC" SHALL BE LOCATED AS SHOWN ON INSCRIPTION FACE IN 1-1/2"

LETTERING AND CUT TO A DEPTH OF 3/16" WITH LETTER STEM TO BE 3/16" IN WIDTH.

5. LETTERS/NUMBERS SHOWN IN VIEW "A-A" TYPE A AND B SHALL BE 2" HIGH AND CUT

TO A DEPTH OF 3/16" WITH LETTER STEMS AND BARS A WIDTH OF 3/8".

6. LETTERS/NUMBERS SHALL BE PAINTED WITH BLACK PAINT.

7. WHERE TWO OR MORE LETTERS OR NUMBERS ARE REQUIRED, THEY SHOULD BE

REDUCED TO 1-1/2" IN HEIGHT AND CUT TO A DEPTH OF 3/16" WITH STEMS AND BARS

3/16" IN WIDTH AND SPACED EVENLY IN GROUPS OF TWO IN SPACE AVAILABLE.

8. SECTION DESIGNATION NUMBERS SHALL BE PROVIDED TO THE CONTRACTOR BY

THE V.A. CONTRACTING OFFICER.

9. INSTALL MINIMUM 4 S.F. OF SOD AROUND MONUMENT.

SEE NOTE 3

SEE NOTE 6

3/4

1- 1/2

1/4

2" 1-

1/2

3/8"

SEE NOTE 5

SEE NOTE 4

SEE NOTE 3

SEE NOTE 2

FINISHED

GRADE

INSCRIPTION

FACEINSCRIPTION

FACE

N A

I O NA L C EME T ER

G R

A V

E S

I T E GR I D MONUM

N T

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

24 53

SITE DETAILS - 4

GENERAL CONTRACTOR:

ARCHITECT / ENGINEER:

CONSTRUCTION AND DESIGN SUPERVISION:

DEPARTMENT OF VETERANS AFFAIRS WASHINGTON, DC

Bay Pines National Cemetery

Gravesite Expansion Phase 2

JG&A

3225 Shallowfield Rd. NE, Suite 830 Marietta, GA 30062

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

25 53

SITE DETAILS -5

SELF CLOSING FAUCET W/ FLOW CONTROL

HAWS MODEL 6252EHLF 12" MNPT INLET

THREAD INTO COPPER ADAPTER

1-1/2" DIA. CAST HOLE THOUGH POST

FILL WITH EPOXY AFTER PIPE INSTALLATION

DO NOT ALLOW EPOXY TO INTERFERE WITH

THREADED CONNECTION BETWEEN FAUCET

AND COPPER ADAPTER

PRECAST CONCRETE POST

2"C X 34" C COPPER REDUCING ELBOW

2" TYPE M COPPER PIPE. LENGTH AS

REQUIRED TO PROVIDE SNUG FIT OF PIPE

AND FAUCET AGAINST POST AS INDICATED

4" c X FNPT COPPER ADAPTER

(3) 3

4" COPPER PIPE STRAPS SECURE

TIGHTLY TO POST TO ELIMINATE PIPE MOVEMENT

4" C X 34" C COPPER 90 DEGREE ELBOW

2" C X 12" NPT COPPER ADAPTER

2" DIAMETER GRAVEL SPASH PIT

6" MIN DECORATIVE PEA GRAVEL OVER

18" MIN DEPTH DRAINAGE STONE 1"-2" DIA

DEPTH VARIES TO PROMOTE POSITIVE

DRAINAGE

ADJACENT CONCRETE PAD (THICKENED TO

6" WITH 6 X 6 W2.9 X W2.9 WWF CENTERED

ON SLAB

COMPACTED SUBGRADE

2" DEEP RECESS FOR ALUMINUM PLATE

ON THREE SIDES

ADJACENT LAWN / LANDSCAPE AREA

POLYMER CONCRETE VALVE BOX

OUTPUT PRESSURE REGULATING VALVE

STOP AND WASTE BALL CURB STOP

BRASS W/ EDPM SEALS

DRAINAGE STONE 1"-2" DIA.

RUBBER ISOLATION GASKET

4" TYPE M COPPER PIPE

LENGTH AS REQUIRED

CAULK JOINT BETWEEN VALVE BOX HOUSING

AND CONCRETE PAVING

DO NOT

DRINK

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 703 Main Avenue, SW Hickory, NC 28602 (828)315-9962

Gravesite Expansion Phase 2

830CM3019

APRIL 29, 2024

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

Aqua Engineering Inc.

375 E. Horsetooth Road, Building 2-202 Fort Collins, CO 80525-3196

26 53

SITE DETAILS -6

13 830CM3019.CU501.C.20240429

Sheets and Views

13 CU501 - STORMWATER DETAILS - 1

14 830CM3019.CU502.C.20240429

Sheets and Views

14 CU502 - UTILITY DETAILS - 2

15 830CM3019.CU503.C.20240429

Sheets and Views

15 CU503 - UTILITY DETAILS - 3

017_830CM3019.C-101.0.20240429

018_830CM3019.LC101.0.20240429

019_830CM3019.LC102.0.20240429

20 830CM3019.C-500.C.20240429

Sheets and Views

20 C-500 - SITE DETAILS

021_830CM3019.C-501.0.20240429

022_830CM3019.C-502.0.20240429

File details come from the government source that posted it. Updated Apr 14, 2025.