S02_Addendum 1 Part 2.pdf

NOTE:

1. CONTRACTOR SHALL PROVIDE DRIANAGE INLET,

FRAME AND GRATE COMPATIBLE DROP INLET

STRUCTURES. INSTALL ENSURING PROPER FIT

AND FUNCTION WITH FINISH GRADES AND

DRAINAGE STRUCTURE. DRAINAGE INLETS,

BOXES, CURBING AND OTHER DRAINAGE

STURCURES SHALL MEET FDOT STANDARD

SPECIFICAITONS. ALL STRUCTURES SHALL BE

TRAFFIC RATED.

HJM DDS

CU501

STORMWATER 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 Firm Eng. License No. 34630

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

NOTES:

1. CONTRACTOR SHALL PROVIDE ROLLOVER CURB INLET, FRAME AND GRATE COMPATIBLE WITH 2' ROLLOVER

CURB DETAIL 1/C-500. INSTALL ENSURING PROPER FIT AND FUNCTION WITH GRADES, ROADWAY AND DRAINAGE STRUCTURE. DRAINAGE INLETS, BOXES, CURBING AND OTHER DRAINAGE STURCURES SHALL MEET FDOT

STANDARD SPECIFICAITONS. ALL STRUCTURES SHALL BE TRAFFIC RATED.

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ADDENDUM # 1

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VA FORM 08-6231

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HJM DDS

CU502

STORMWATER 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 Firm Eng. License No. 34630

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

ADDENDUM # 1

AutoCAD SHX Text 6/25/2025

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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7. GUARDRAIL SHALL BE 2' MINIMUM OFF BACK OF CURB.

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

8" DRAIN BASIN

4" PVC

8" PRECAST CONCRETE BASE (MIN.)

STANDARD MANHOLE COVER

SCALE: NTS5 JUNCTION BOX/MANHOLE (TYP.)

SCALE: NTS6 ADS N-12 HDPE PIPE

CHK'DMM/DD/YYREV. DESCRIPTION BY

4640 TRUEMAN BLVD

HILLIARD, OHIO 43026

NOTE: ALL DIMENSIONS

ARE ± 1/2 FOOT.

DRAWING NUMBER:

NTS

TJR

12/29/16

6 INITIAL BACKFILL JAB 04/02/20

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE

MIN. COVER TO

RIGID PAVEMENT, H

MIN. COVER TO

FLEXIBLE PAVEMENT, H

RECOMMENDED MINIMUM TRENCH WIDTHS

© 2020 ADS, INC

MINIMUM RECOMMENDED COVER BASED ON

VEHICLE LOADING CONDITIONS**

* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER

**SEE BACKFILL REQUIREMENTS IN NOTE 6.

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW

APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH

BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO

THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL

SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST

EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.

PIPE DIAM. MIN. TRENCH WIDTH

4" 21"

(100mm) (533mm) 6" 23"

(150mm) (584mm) 8" 26"

(200mm) (660mm) 10" 28"

(250mm) (711mm) 12" 30"

(300mm) (762mm) 15" 34"

(375mm) (864mm) 18" 39"

(450mm) (991mm) 24" 48"

(600mm) (1219mm) 30" 56"

(750mm) (1422mm) 36" 64"

(900mm) (1626mm) 42" 72"

(1050mm) (1829mm) 48" 80"

(1200mm) (2032mm) 60" 96"

(1500mm) (2438mm)

SURFACE LIVE LOADING CONDITION

PIPE DIAM. H-25

HEAVY CONSTRUCTION

(75T AXLE LAOD) *

12" - 48" 12" 48"

(300mm - 1200mm) (305mm) (1219mm) 60" 24" 60"

(1500mm) (610mm) (1524mm)

FINAL

BACKFILL

INITIAL

BACKFILL

HAUNCH

BEDDING

SUITABLE

FOUNDATION

SPRINGLINE

MIN. TRENCH WIDTH

(SEE TABLE)

MAXIMUM RECOMMENDED COVER BASED

ON VECHICLE LOADING CONDITIONS

FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12,

LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH

THE FOLLOWING ASSUMPTIONS:

NO HYDROSTATIC PRESSURE,

UNIT WEIGHT OF SOIL (Ys) = 120 PCF

PIPE DIAM.

CLASS I CLASS II CLASS III

COMPACTED DUMPED 95% 90% 95%

4" 37 18 25 18 18

(100mm) (11.3m) (5.5m) (7.6m) (5.5m) (5.5m) 6" 44 20 29 20 21

(150mm) (13.4m) (6.1m) (8.8m) (6.1m) (6.4m) 8" 32 15 22 15 16

(200mm) (9.8m) (4.6m) (6.7m) (4.6m) (4.9m) 10" 38 18 26 18 18

(250mm) (11.6m) (5.5m) (7.9m) (5.5m) (5.5m) 12" 35 17 24 17 17

(300mm) (10.7m) (5.2m) (7.3m) (5.2m) (5.2m) 15" 38 17 25 17 18

(375mm) (11.6m) (5.2m) (7.6m) (5.2m) (5.5m) 18" 36 17 24 17 17

(450mm) (11.0m) (5.2m) (7.3m) (5.2m) (5.2m) 24" 28 13 20 13 14

(600mm) (8.5m) (4.0m) (6.1m) (4.0m) (4.3m) 30" 28 13 20 13 14

(750mm) (8.5m) (4.0m) (6.1m) (4.0m) (4.3m) 36" 26 12 18 13 13

(900mm) (7.9m) (3.7m) (5.5m) (4.0m) (4.0m) 42" 23 11 16 11 11

(1050mm) (7.0m) (3.4m) (4.9m) (3.4m) (3.4m) 48" 25 11 17 11 12

(1200mm) (7.6m) (3.4m) (5.2m) (3.4m) (3.7m) 60" 25 11 17 11 12

(1500mm) (7.6m) (3.4m) (5.2m) (3.4m) (3.7m)

HJM DDS

CU503

STORMWATER 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 Firm Eng. License No. 34630

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

SACLE: NTS

4" COLUMBARIUM CLEANOUT DETAIL4

NOTES:

1. STORM BOXES SHALL BE PRECAST REINFORCED CONCRETE, TRAFFIC RATED APPROVED STRUCTURES WITH TRAFFIC

RATED COVERS AND LIDS.

2. CONCRETE SHALL BE 4,000 PSI MIN. COMPRESSIVE STRENGTH.

3. REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60 KSI.

4. BOX INSIDE DIMENSIONS SHALL PROVIDE 6" CLEAR EITHER SIDE TO ACCOMMODATE OUTSIDE DIAMETER OF STORM

PIPE.

5. INSTALL COMPACTED STONE TO 12" UNDER STRUCTURE.

6. MANHOLES OVER 3'-6" SHALL BE PROVIDED WITH STEPS 1'-3" ON CENTER.

7. ALL DRAINAGE STRUCTURES SHALL MEET PROJECT AND CURRENT FDOT SPECIFICATIONS.

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

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4" DIA SCH 40 PVC CLEANOUT

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THREADED PVC CLEANOUT CAP

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

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6" ELBOW

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6" MIN

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CONCRETE COLLAR

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3" MIN

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4" REDUCER

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

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FILTER FABRIC

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

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4" THREADED PVC CLEANOUT CAP

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3/8" WASHED, ROUNDED RIVER STONE

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12" MIN

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NORTH

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SOUTH

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DRAINAGE COURSE (CLEAN, WASHED #57 AGGREGATE)

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4" THREADED PVC PLUG

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

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COLUMBARIUM FOOTER

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MIN

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MIN

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ADVANCED DRAINAGE SYSTEMS, INC.

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SHEET

AutoCAD SHX Text ADVANCED DRAINAGE SYSTEMS, INC. ("ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS PROJECT.

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DIA. DET/RET SYSTEM

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DRAWN BY:

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DATE:

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CK'D BY:

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SCALE:

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TRENCH INSTALLATION

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DETAIL (N-12 PER AASHTO)

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STD-101

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ADDENDUM #1

AutoCAD SHX Text 6/25/2025

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AutoCAD SHX Text Approved: Project Director

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VA FORM 08-6231

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Dwg. of 53

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2-1

2-3

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2-5

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44 54

62 72

80 90

98 108

395 407

185 209

208 232

301 326

123 205

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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'

51'

51'

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40.5'

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57'

665A

1182 11891183 1190

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6 18

34 51

50 63

68 81

231 255

254 279

205 228

12831212

888 898

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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

PatrickWest Typewritten Text 16 53

A S

P H

A L T P A V E M E N

T

A S

P H

A L T P A V E M E N

T

3a

4a

FWS

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

SB

SB

SB

SB

3b

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 two sided perpendicular to road one sided parallel to road

3a

C504

C504

C504

C504

Office

Columbarium C

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

Refer to details

FLORAL REGULATONS

LAYOUT - B

"DO NOT ENTER"

C505

C504

C505

C504

NC-04.01-c2 one sided parallel to road

Columbarium C 1 C504

C506

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

NC-04.01-c2 one sided parallel to road4a

C504 Columbarium C

NC-04.01-c2 two sided perpendicular to road 3b

SIDE A

SIDE B Columbarium C 1 C504

AutoCAD SHX Text 7.3

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AT-04

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SAN

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ASPHALT PAVEMENT

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PLAN OBSCURED

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PLAN OBSCURED

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PLAN OBSCURED

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40" OAK

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52" OAK

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163" BANYAN

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27" OAK

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126" BANYAN

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24" PINE

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16" PINE

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18" PINE

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21" PINE

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18" PALM

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21" PINE

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12" PINE

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15" PINE

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13" PINE

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24" PINE

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32" OAK

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AT-04

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126" BANYAN

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24" PINE

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16" PINE

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21" PINE

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18" PALM

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32" OAK

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44" OAK

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33" OAK

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30" OAK

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

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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

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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 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 C-101

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%%UGRAPHIC SCALE

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%%UALL MEASUREMENTS ARE U.S. SURVEY FEET

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30FT

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60FT

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90FT

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ADDENDUM 1

AutoCAD SHX Text

AutoCAD SHX Text 6/25/25

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PatrickWest Snapshot

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

C

PLANTER (TYP.)

30 1

6.00' 6.00'

TRANSITION TO FULL

CURB HEIGHT

C505

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

CL

8.

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'

.7

0'

40.24'

7.24 7.24

7.32

7.27

7.32

7.27

.7

0'

10.00'

.0

0' 10.00'

4 6

8 10 12 14

16 18

11 13 15 17 193 5 7 9

21 30

CL 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 SECTION5

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 Firm Eng. License No. 34630

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

WWW.BCEI.US

2840 REMINGTON GREEEN CIR

TALLAHASSEE, FLORIDA 32308

OFFICE 850.297.0440

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

Scale: NTS9 VERTICAL CURB AND GUTTER

6'

1. WHERE PROPOSED ROLLOVER CURB IS TO BE CONNECTED TO VERTICAL CURB & GUTTER,

THE TRANSITION SHALL BE CALLED OUT ON PLANS

2. CONCRETE IS TO BE MONOLITHIC POUR

3. TRANSITION BETWEEN TYPICAL SECTIONS SHALL BE ACCOMPLISHED BY THE USE OF

DIRECT STRAIGHT LINE TRANSITIONS OF THE FLOW LINE AND OTHER SURFACE FEATURES

CURB TRANSITION SHALL TIE INTO AND

MATCH VERTICAL CURB & GUTTER

(HEIGHT VARIES)

Scale: NTS10 CURB TRANSITION DETAIL

AutoCAD SHX Text

CIP CONCRETE MEDIUM BROOM FINISH SWEEP PERPENDICULAR TO DIRECTION OF TRAFFIC

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

AutoCAD SHX Text

4" AGGREGATE BASE COURSE

AutoCAD SHX Text

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%

AutoCAD SHX Text

ASPHALT PAVEMENT SEE DETAIL 2/C-500

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COMPACTED SUBGRADE SEE DETAIL 2/C-500

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PROFILE LOCATION

AutoCAD SHX Text ROLLOVER CURB AND GUTTER (ROAD A) SEE DETAIL 1/C-500 VERTICAL CURB AND GUTTER (ROAD B) SEE DETAIL 9/C-500

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AGGREGATE BASE COURSE SEE DETAIL 2/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.

AutoCAD SHX Text

2.5" ASPHALT SURFACE COURSE

AutoCAD SHX Text

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

AutoCAD SHX Text COMPACT SUBGRADE TO MINIMUM 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) FOR UPPERMOST 12" OF MATERIAL AND COMPACT SUBGRADE TO 95% STANDARD PROCTOR BELOW UPPERMOST 12" OF MATERIAL FOR ENGINEERED FILL. FOR CUT AREAS, COMPACT SUBGRADE TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698), FOR UPPERMOST 12" OF MATERIAL. THE UPPER 18" OF SUBGRADE SHALL CONSIST OF NON-PLASTIC SOILS.

AutoCAD SHX Text

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

AutoCAD SHX Text

3/8" EXPANSION FILLER AND JOINT SEALANT

AutoCAD SHX Text

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.

AutoCAD SHX Text

%%UELEVATION

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%%UPLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

ORANGE VINYL CONSTRUCTION FENCING. SUBMIT SAMPLE FOR APPROVAL

AutoCAD SHX Text

ORANGE VINYL CONSTRUCTION FENCING

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text NOTES: 1. PROVIDE EXPANSION JOINTS @ 20'-0" O.C. 2. VERTICAL CURB AND GUTTER TO BE USED IN LOCATIONS WITH GUARDRAIL.

AutoCAD SHX Text

FINISH GRADE

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(3) #4 REBAR CONT.#4 REBAR CONT.

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CONCRETE CURB & GUTTER

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4" AGGREGATE BASE COURSE

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REFER TO PAVEMENT DETAIL

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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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 one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters 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

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AutoCAD SHX Text Dwg. of 53

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ADDENDUM #1

6/25/2025

21 22

C 22 23

C

C

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

C

C

C

C

�5 �

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

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.

A

SIDE VIEW FRONT VIEW

A

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

6"

2"

6"

6"

SEE NOTE 6

3/4

1- 1/2

2-

1/4

2" 1-

1/2

3/8"

SEE NOTE 5

SEE NOTE 4

6"

2"

2"

SEE NOTE 3

SEE NOTE 2

FINISHED

GRADE

INSCRIPTION

FACEINSCRIPTION

FACE

N A

T

I O NA L C EME T ER

Y

G R

A V

E S

I T E GR I D MONUM

E

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