S02_Attachment - BPNC GSE P2 BD_Plans bk1.pdf

PDF 10 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

The document is a set of detailed engineering and design plans for the Gravesite Expansion Phase 2 project at Bay Pines National Cemetery in St. Petersburg, Florida. The project, identified by contract number 830CM3019, involves expanding the existing cemetery with new roads, columbarium niches, drainage systems, and landscaping. Key design elements include Road A and Road B with a total length of 963 linear feet, a proposed 40-foot modular bridge, a 365-foot metal sheet pile wall, and a stormwater management basin with a volume of 12,600 cubic feet. The project site covers approximately 2.75 acres, with 0.80 acres of impervious surface, and includes erosion control measures, utility relocations, and site grading to accommodate new burial and memorial infrastructure for veterans.

The design plans, prepared by John Gallup & Associates for the Department of Veterans Affairs National Cemetery Administration, detail comprehensive site development including temporary construction phasing, environmental controls, and specific technical specifications for road construction, drainage, landscaping, and stormwater management. The project includes installing new storm drainage systems, temporary and permanent erosion control measures, and specific grading and planting requirements. The design incorporates detailed engineering considerations such as utility relocations, soil stabilization, and careful integration of new infrastructure with the existing cemetery landscape, with a focus on maintaining site accessibility and minimizing environmental impact during construction.

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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 bk2.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk5.pdf	PDF	Apr 14, 2025
S02_Attachment - BPNC GSE P2 BD_Plans bk3.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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PROJECT

SITE

Bay Pines National Cemetery

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

COVER SHEET / INDEX OF

DRAWINGS

1 53

AutoCAD SHX Text Gravesite Expansion Phase 2

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APRIL 29, 2023

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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PROJECT NUMBER: 830CM3019

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BID DOCUMENTS

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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%%USHEET INDEX

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%%UGENERAL NOTES

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%%UPROJECT TEAM

AutoCAD SHX Text NAME ROLE ROLE JG&A LANDSCAPE ARCHITECT-LEAD DESIGNER LANDSCAPE ARCHITECT-LEAD DESIGNER WSP CEMETERY PLANNING CEMETERY PLANNING ATRIAX GROUP CIVIL ENGINEERING CIVIL ENGINEERING BARKLEY ENGINEERING ARCHITECTURAL, MEP, STRUCTURAL ENGINEERING ARCHITECTURAL, MEP, STRUCTURAL ENGINEERING AQUA ENGINEERING IRRIGATIONIRRIGATION

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SHEET DWG. SHEET TITLEDWG. SHEET TITLESHEET TITLE

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1. G-101 COVER SHEET / INDEX OF DRAWINGS G-101 COVER SHEET / INDEX OF DRAWINGS COVER SHEET / INDEX OF DRAWINGS 2. V-101 EXISTING CONDITIONS V-101 EXISTING CONDITIONS EXISTING CONDITIONS 3. CD101 DEMOLITION PLAN CD101 DEMOLITION PLAN DEMOLITION PLAN 4. CS101 SITE PLAN CS101 SITE PLAN SITE PLAN 5. CP201 ROAD PROFILES CP201 ROAD PROFILES ROAD PROFILES 6. CG101 EROSION & SEDIMENT CONTROL INITIAL PHASE CG101 EROSION & SEDIMENT CONTROL INITIAL PHASE EROSION & SEDIMENT CONTROL INITIAL PHASE 7. CG102 EROSION & SEDIMENT CONTROL FINAL PHASE CG102 EROSION & SEDIMENT CONTROL FINAL PHASE EROSION & SEDIMENT CONTROL FINAL PHASE 8. CG103 GRADING AND DRAINAGE CG103 GRADING AND DRAINAGE GRADING AND DRAINAGE 9. CG104 ENLARGED COLUMBARIUM DRAINAGE PLAN CG104 ENLARGED COLUMBARIUM DRAINAGE PLAN ENLARGED COLUMBARIUM DRAINAGE PLAN 10. CG501 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CG501 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 11. CG502 EROSION CONTROL DETAILS CG502 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 12. CG503 EROSION CONTROL DETAILS CG503 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 13. CU501 STORMWATER DETAILS 1 CU501 STORMWATER DETAILS 1 STORMWATER DETAILS 1 14. CU502 STORMWATER DETAILS 2 CU502 STORMWATER DETAILS 2 STORMWATER DETAILS 2 15. CU503 STORMWATER DETAILS 3 CU503 STORMWATER DETAILS 3 STORMWATER DETAILS 3 16. L-101 IGC BURIAL LAYOUT AND NUMBERING PLAN L-101 IGC BURIAL LAYOUT AND NUMBERING PLAN IGC BURIAL LAYOUT AND NUMBERING PLAN 17. C-101 SITE FURNISHINGS/SIGNAGE PLAN C-101 SITE FURNISHINGS/SIGNAGE PLAN SITE FURNISHINGS/SIGNAGE PLAN 18. LC101 ENLARGED COLUMBARIUM SITE PLAN LC101 ENLARGED COLUMBARIUM SITE PLAN ENLARGED COLUMBARIUM SITE PLAN 19. LC102 ENLARGED COLUMBARIUM LAYOUT AND GRADING PLAN LC102 ENLARGED COLUMBARIUM LAYOUT AND GRADING PLAN ENLARGED COLUMBARIUM LAYOUT AND GRADING PLAN 20. C-500 SITE DETAILS C-500 SITE DETAILS SITE DETAILS 21. C-501 SITE DETAILS 1 C-501 SITE DETAILS 1 SITE DETAILS 1 22. C-502 SITE DETAILS 2 C-502 SITE DETAILS 2 SITE DETAILS 2 23. C-503 SITE DETAILS 3 C-503 SITE DETAILS 3 SITE DETAILS 3 24. C-504 SITE DETAILS 4 C-504 SITE DETAILS 4 SITE DETAILS 4 25. C-505 SITE DETAILS 5 C-505 SITE DETAILS 5 SITE DETAILS 5 26. C-506 SITE DETAILS 6 C-506 SITE DETAILS 6 SITE DETAILS 6 27. LP101 PLANTING PLAN LP101 PLANTING PLAN PLANTING PLAN 28. LP501 PLANTING DETAILS LP501 PLANTING DETAILS PLANTING DETAILS 29. A-001 ARCHITECTURE GENERAL NOTES A-001 ARCHITECTURE GENERAL NOTES ARCHITECTURE GENERAL NOTES 30. A-101 NEW ROSTRUM SHELTER PLANS & ELEVATIONS A-101 NEW ROSTRUM SHELTER PLANS & ELEVATIONS NEW ROSTRUM SHELTER PLANS & ELEVATIONS 31. A-301 NEW ROSTRUM SHELTER SECTIONS A-301 NEW ROSTRUM SHELTER SECTIONS NEW ROSTRUM SHELTER SECTIONS 32. S-001 STRUCTURAL GENERAL NOTES S-001 STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES 33. S-101 ROSTRUM SHELTER FOUNDATION PLAN & DETAILS S-101 ROSTRUM SHELTER FOUNDATION PLAN & DETAILS ROSTRUM SHELTER FOUNDATION PLAN & DETAILS 34. S-201 COLUMBARIUM FOUNDATION PLAN & SECTIONS S-201 COLUMBARIUM FOUNDATION PLAN & SECTIONS COLUMBARIUM FOUNDATION PLAN & SECTIONS 35. E-001 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS E-001 ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS ELECTRICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS 36. E101D ELECTRICAL POWER AND SECURITY DEMOLITION PLANS E101D ELECTRICAL POWER AND SECURITY DEMOLITION PLANS ELECTRICAL POWER AND SECURITY DEMOLITION PLANS 37. E102D ELECTRICAL LIGHTING DEMOLITION PLANS E102D ELECTRICAL LIGHTING DEMOLITION PLANS ELECTRICAL LIGHTING DEMOLITION PLANS 38. E-100 ELECTRICAL SITE PLAN E-100 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 39. E-101 ELECTRICAL POWER AND SECURITY PLANS E-101 ELECTRICAL POWER AND SECURITY PLANS ELECTRICAL POWER AND SECURITY PLANS 40. E-102 ELECTRICAL LIGHTING PLANS E-102 ELECTRICAL LIGHTING PLANS ELECTRICAL LIGHTING PLANS 41. E-601 ELECTRICAL ONE-LINE DIAGRAM & SCHEDULE E-601 ELECTRICAL ONE-LINE DIAGRAM & SCHEDULE ELECTRICAL ONE-LINE DIAGRAM & SCHEDULE 42. M-001 MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS M-001 MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS 43. M101D MECHANICAL HVAC DEMOLITION FLOOR PLAN M101D MECHANICAL HVAC DEMOLITION FLOOR PLAN MECHANICAL HVAC DEMOLITION FLOOR PLAN 44. M102D MECHANICAL PIPING DEMOLITION FLOOR PLAN M102D MECHANICAL PIPING DEMOLITION FLOOR PLAN MECHANICAL PIPING DEMOLITION FLOOR PLAN 45. M-101 MECHANICAL HVAC FLOOR PLAN M-101 MECHANICAL HVAC FLOOR PLAN MECHANICAL HVAC FLOOR PLAN 46. M-102 MECHANICAL PIPING FLOOR PLAN M-102 MECHANICAL PIPING FLOOR PLAN MECHANICAL PIPING FLOOR PLAN 47. M-501 MECHANICAL DETAILS M-501 MECHANICAL DETAILS MECHANICAL DETAILS 48. M-601 MECHANICAL SCHEDULES M-601 MECHANICAL SCHEDULES MECHANICAL SCHEDULES 49. LI001 IRRIGATION NOTES AND LEGEND LI001 IRRIGATION NOTES AND LEGEND IRRIGATION NOTES AND LEGEND 50. LI101 IRRIGATION DEMOLITION PLAN LI101 IRRIGATION DEMOLITION PLAN IRRIGATION DEMOLITION PLAN 51. LI102 IRRIGATION PLAN LI102 IRRIGATION PLAN IRRIGATION PLAN 52. LI501 IRRIGATION DETAILS LI501 IRRIGATION DETAILS IRRIGATION DETAILS 53. LI502 IRRIGATION DETAILSLI502 IRRIGATION DETAILSIRRIGATION DETAILS

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AutoCAD SHX Text A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE COR IMMEDIATELY. D. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH COR'S REQUIREMENTS. E. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. F. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. G. PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, GRAVESTONES, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. H. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION. CALL SUNSHINE 811.

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AutoCAD SHX Text Bay Pines National Cemetery

AutoCAD SHX Text Drawing Title

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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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

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AutoCAD SHX Text G-101

AutoCAD SHX Text SECTION NO. IGC ACREAGE IGC ACREAGE IGC ACREAGE SECTION 1 1,192 0.26 1,192 0.26 0.26 SECTION 2 1,283 0.24 1,283 0.24 0.24 SECTION 3 919 0.15 919 0.15 0.15 TOTAL IGC 3,394 0.65 3,394 0.65 0.65 COLUMBARIUM 4,825 0.25 4,825 0.25 0.25 TOTAL DISTURBED AREA = 2.75 ACRES TOTAL IMPERVIOUS AREA = 0.80 ACRES

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%%UGRAVESITE SUMMARY

AutoCAD SHX Text ADDITIONAL IRRIGATED AREA 1.35 Ac. 1.35 Ac.

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WWW.SUNSHINE811.COM 800-432-4770

M E N

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

53HJM DDS

V-101

EXISTING CONDITIONS

OE OE OE

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEYNOTES:

1. 11-04-2022 SURVEY LIMITS FROM GPI.

2. 1-10-2023 UTILITY SURVEY LIMITS FROM

ECHO UES.

SDx SDx

UE x UE x

BFO BFO BFO BFO

Wx Wx

SSx SSx

UC x UC x

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GRATE INLET TOP ELEV=7.73' NE (6" HDPE) INV ELEV=5.84'

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AutoCAD SHX Text GRATE INLET TOP ELEV=7.04' SE (18" RCP) INV ELEV=4.22' NW (24" CMP) INV ELEV=4.19'

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GRATE INLET TOP ELEV=7.24' SW (8" VCP) INV ELEV=4.22'

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GRATE INLET TOP ELEV=6.32' SE (15" RCP) INV ELEV=3.29'

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GRATE INLET TOP ELEV=7.93' S (14" VCP) INV ELEV=4.05'

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PLAN OBSCURED

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40" OAK

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163" BANYAN

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126" BANYAN

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24" PINE

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AutoCAD SHX Text S00° 00' 00"E 117.09'

AutoCAD SHX Text N89° 59' 17"W 242.36'

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GRATE INLET TOP ELEV=7.73' NE (6" HDPE) INV ELEV=5.84'

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AutoCAD SHX Text GRATE INLET TOP ELEV=6.75' NE (14" VCP) INV ELEV=5.49' SW (8" VCP) INV ELEV=5.46'

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30" RCP

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24" CMP

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POSSIBLE TRANSITION FROM 15" TO 24" RCP

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15" RCP

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24" VCP

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24" CMP

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30" RCP

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24" CMP

AutoCAD SHX Text GRATE INLET TOP ELEV=7.80' SE (24" CMP) INV ELEV=4.42' W (24" CMP) INV ELEV=4.59'

AutoCAD SHX Text

ST-5

AutoCAD SHX Text GRATE INLET TOP ELEV=6.55' SE (24" CMP) INV ELEV=3.40' NW (24" CMP) INV ELEV=3.46'

AutoCAD SHX Text

ST-6

AutoCAD SHX Text GRATE INLET TOP ELEV=7.04' SE (18" RCP) INV ELEV=4.22' NW (24" CMP) INV ELEV=4.19'

AutoCAD SHX Text

ST-7

AutoCAD SHX Text GRATE INLET TOP ELEV=6.79' NE (15" RCP) INV ELEV=4.68' NW (18" RCP) INV ELEV=4.54'

AutoCAD SHX Text

ST-8

AutoCAD SHX Text GRATE INLET TOP ELEV=6.50' NE (8" VCP) INV ELEV=3.80' SE (24" VCP) INV ELEV=3.78' SW (24" RCP) INV ELEV=3.75' NW (15" RCP) INV ELEV=3.67'

AutoCAD SHX Text

ST-9

AutoCAD SHX Text

GRATE INLET TOP ELEV=7.24' SW (8" VCP) INV ELEV=4.22'

AutoCAD SHX Text

ST-10

AutoCAD SHX Text

GRATE INLET TOP ELEV=6.32' SE (15" RCP) INV ELEV=3.29'

AutoCAD SHX Text

ST-11

AutoCAD SHX Text GRATE INLET TOP ELEV=5.78' N (14" VCP) INV ELEV=3.18' SE (24" CMP) INV ELEV=3.09'

AutoCAD SHX Text

GRATE INLET TOP ELEV=7.93' S (14" VCP) INV ELEV=4.05'

AutoCAD SHX Text STORM MANHOLE RIM ELEV=6.97' SE (30" RCP) INV ELEV=-0.11' NW (30" RCP) INV ELEV=-0.08'

AutoCAD SHX Text GRATE INLET TOP ELEV=8.50' SE (24" CMP) INV ELEV=4.50' NW (24" CMP) INV ELEV=4.46'

AutoCAD SHX Text

ST-15

AutoCAD SHX Text

ST-12

AutoCAD SHX Text

ST-13

AutoCAD SHX Text

ST-14

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

FUEL LINE

AutoCAD SHX Text

8" CMP INV ELEV AT OUTFALL=2.86'

AutoCAD SHX Text

24" CMP INV ELEV AT OUTFALL=1.95'

AutoCAD SHX Text

24" VCP INV ELEV AT OUTFALL=1.91'

AutoCAD SHX Text

24" CMP INV ELEV AT OUTFALL=2.62'

AutoCAD SHX Text

30" RCP INV ELEV AT OUTFALL=0.15'

AutoCAD SHX Text

UNABLE TO FIND NEXT GEN- ERATION STRUCTURE DUE TO ABOVE GROUND OBSTRUCTIONS

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

= ORNAMENTAL PLANT (EXISTING)

AutoCAD SHX Text

= GROUND SHOT FOR DIGITAL TERRAIN MODEL (DTM) DENSIFICATION

AutoCAD SHX Text

= OAK TREE (EXISTING)

AutoCAD SHX Text

= TREES (UNKNOWN) (EXISTING)

AutoCAD SHX Text

= PALM TREE (EXISTING)

AutoCAD SHX Text

= PALM TREE CLUSTER (EXISTING)

AutoCAD SHX Text

= PINE TREE (EXISTING)

AutoCAD SHX Text

SAN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

= TRANSFORMER (EXISTING)

AutoCAD SHX Text

= VALVE, VALVE BOX (WATER) (EXISTING)

AutoCAD SHX Text

= STREET LIGHT / POLE (EXISTING)

AutoCAD SHX Text

= FIRE HYDRANT (EXISTING)

AutoCAD SHX Text

= CABLE TV SERVICE BOX AND MISCELLANEOUS, POLE (EXISTING)

AutoCAD SHX Text

= CLEANOUT (EXISTING)

AutoCAD SHX Text

= METER (WATER) (EXISTING)

AutoCAD SHX Text

= ELECTRICAL POLE (EXISTING)

AutoCAD SHX Text

= MANHOLE (SANITARY SEWER) (EXISTING)

AutoCAD SHX Text

= MANHOLE (STORM WATER) (EXISTING)

AutoCAD SHX Text

= CROSS SECTION POINT

AutoCAD SHX Text

= MONUMENTS - 5/8 ROD AND CAP (EXISTING)

AutoCAD SHX Text

= MONUMENTS - CONCRETE (CAST) (EXISTING)

AutoCAD SHX Text

= MONUMENTS - NAIL, SPIKE, PIN (CONTROL MONUMENTATION) (EXISTING)

AutoCAD SHX Text

= SIGN (SINGLE SUPPORT) (EXISTING)

AutoCAD SHX Text %%uLEGEND%%U

AutoCAD SHX Text

= MONUMENTS - 5/8 ROD AND CAP (SET)

AutoCAD SHX Text

= MONUMENTS - CONCRETE (CAST) (SET)

AutoCAD SHX Text

= MONUMENTS - NAIL, SPIKE, PIN (CONTROL MONUMENTATION)

AutoCAD SHX Text

= CONIFEROUS SHRUB (EXISTING)

AutoCAD SHX Text

= SHRUB (EXISTING)

AutoCAD SHX Text

= MAILBOX (EXISTING)

AutoCAD SHX Text

= VALVE COVER UNKNOWN (EXISTING)

AutoCAD SHX Text

= MANHOLE UNKNOWN (EXISTING)

AutoCAD SHX Text

= POWER POLE WITH TRANSFORMER (EXISTING)

AutoCAD SHX Text

= WIRE PULL BOX (EXISTING)

AutoCAD SHX Text

WATER

AutoCAD SHX Text

= VALVE, VALVE BOX (SEWER) (EXISTING)

AutoCAD SHX Text

SAN

AutoCAD SHX Text U

AutoCAD SHX Text

= UTILITY MARKER

AutoCAD SHX Text NOTES: 1. BOUNDARY LINES WERE COMPILED FROM RECORDED DATA. BOUNDARY LINES WERE COMPILED FROM RECORDED DATA. 2. HORIZONTAL DATUM IS THE NORTH AMERICAN HORIZONTAL DATUM IS THE NORTH AMERICAN HORIZONTAL DATUM OF 1983. 3. VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988.

AutoCAD SHX Text

OVERHEAD POWER LINE

AutoCAD SHX Text

EXIST. STORM

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

MISC PAVT

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXIST. SAN. SEWER

AutoCAD SHX Text

SIDE WALK

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

CURB BACK

AutoCAD SHX Text

CURB FACE

AutoCAD SHX Text

BURIED FIBER OPTIC

AutoCAD SHX Text

ASPHALT CROWN

AutoCAD SHX Text

BRICK PAVT

AutoCAD SHX Text

EMBANKMENT

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GATES (GT)

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CONC SLAB

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

UNDERGROUND CABLE

AutoCAD SHX Text

VEGETATION

AutoCAD SHX Text

1. THE TOPOGRAPHIC DATA SHOWN HEREON WAS COLLECTED IN THE FIELD THE TOPOGRAPHIC DATA SHOWN HEREON WAS COLLECTED IN THE FIELD LAST SITE VISIT WAS ON SEPTEMBER 21, 2022. PRODUCED BY GPI GEOSPATIAL, 3051 E. LIVINGSTON STREET, SUITE 300, ORLANDO, FL 32803 (407) 851-7880. 2. THIS IS NOT A BOUNDARY SURVEY. THIS IS NOT A BOUNDARY SURVEY. 3. THIS SURVEY IS BASED ON INFORMATION PROVIDED BY THE CLIENT, AND THIS SURVEY IS BASED ON INFORMATION PROVIDED BY THE CLIENT, AND PUBLIC RECORD DOCUMENTS. 4. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT OR ABSTRACT AND MAY NOT INDICATE CURRENT OWNERSHIP, ENCUMBRANCES, EASEMENTS, OR OTHER MATTERS OF RECORD. 5. COORDINATES AND BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM COORDINATES AND BEARINGS ARE BASED ON THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, FLORIDA STATE PLANE, WEST ZONE, US SURVEY FEET. BEARINGS ARE REFERENCED FROM AT-02 AND AT-04 HAVING A BEARING OF N 44° 03' 42" W 6. VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM VERTICAL CONTROL IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), U.S. SURVEY FEET. 7. THIS SURVEY IS OF VISIBLE SURFACE FEATURES ONLY. UNDERGROUND THIS SURVEY IS OF VISIBLE SURFACE FEATURES ONLY. UNDERGROUND IMPROVEMENTS AND/OR ENCROACHMENTS, IF ANY, WERE NOT LOCATED, EXCEPT AS SHOWN. 8. TREE LOCATIONS SHOWN HEREON CONSIST OF TREES 4" DIAMETER AND TREE LOCATIONS SHOWN HEREON CONSIST OF TREES 4" DIAMETER AND GREATER, AS MEASURED AT BREAST HEIGHT, LYING WITHIN DESCRIBED AREA SHOWN ON THIS SHEET. 9. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED PROFESSIONAL SURVEY AND MAPPER LISTED HEREON. 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 11. AS PER CLIENT REQUEST, THE APPROXIMATE BOUNDARY LINES DEPICTED AS PER CLIENT REQUEST, THE APPROXIMATE BOUNDARY LINES DEPICTED HEREON ARE SHOWN AS DESCRIBED IN THE BOUNDARY SURVEY PREPARED BY TERMINUS SURVEYING, LLC (LB 8207), JOB #190777, DATED: 11/04/2019, SIGNED & SEALED BY HARRY B ROGERS III (LS 6418); PROVIDED BY CLIENT.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

SURVEY LEGEND:

PatrickWest Typewritten Text

A S

P H

A L T P A V E M E N

U E x

UE x

x UE x

UE x U E x

UE x

UEx

UE x

W x

UEx

U E x

UE x

W x

WxWx Wx

W x

WxWx Wx

W x

Wx Wx

W x

W x UEx

UEx

U E x

UEx

WxWxWx

W x

Wx Wx

SDx

W x W x

LODLOD

LOD

LOD LOD

LOD

LOD LOD LOD LO

LOD

LODLOD

LOD

TEMPORARY CONSTRUCTION

FENCING GATE

CONSTRUCTION

ACCESS ROUTE

TEMPORARY CONSTRUCTION

FENCING

TEMPORARY CONSTRUCTION

FENCING GATE

TEMPORARY CONSTRUCTION

FENCING

CONSTRUCTION

STAGING AREA

ROAD A

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

GRAPHIC SCALE

1" = 30'

30'0 60'15'

OE OE OE

SDx SDx

UE x UE x

BFO BFO BFO BFO

Wx Wx

SSx SSx

1. 11-04-2022 SURVEY BY OTHERS.

2. T1-10-2023 UTILITY SURVEY LIMITS BY OTHERS.

3. LIMITS OF DISTURBANCE.

4. REMOVE EXISTING TREE.

5. REMOVE/DEMO EXISTING ROSTRUM.

6. PROPOSED ROADWAY OUTLINE

7. TREE PROTECTION FENCING

(REFER TO TREE PROTECTION DETAIL)

UC x UC x

LOD

DEMO 21"

PINE

KEYNOTES:

HJM DDS

CD101

DEMOLITION PLAN

CONSTRUCTION PHASING GENERAL NOTES:

1. CONTRACTOR TO WORK IN ACCORDANCE WITH SPECIFICATIONS

SECTION 01 00 00 GENERAL REQUIREMENTS.

2. CONTRATOR SHALL FURNISH THE CO/COR WITH A SCHEDULE OF

APPROPRIATE PHASING DATES ON WHICH THE CONTRACTOR

INTENDS TO ACCOMPLISH THE WORK. SEQUENCE OF WORK SHALL

ACCORD WITH THE PHASING REQUIREMENTS DESCRIBED IN THIS

PLAN AND AS MUTUALLY AGGREEABLE TO THE CEMETERY

DIRECTOR, CO/COR, AND CONTRACTOR.

3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PUBLIC AND BURIAL

AREAS OF THE EXISTING CEMETRY AT ALL TIMES.

4. NO CONTRACTOR PRIVATE VEHICLES ARE TO BE PARKED ON SITE

OR ALONG CEMETERY ROADWAYS. CONTRACTOR TO ARRANGE

FOR PARKING OF PRIVATE VEHICLES OFF SITE.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text 7.3

AutoCAD SHX Text

AT-04

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

RECLAIMED WATER SIGN

AutoCAD SHX Text

SPEED LIMIT SIGN

AutoCAD SHX Text

WRONG WAY SIGN

AutoCAD SHX Text

ONE WAY SIGN

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

SPEED LIMIT SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text 11.1

AutoCAD SHX Text 10.7

AutoCAD SHX Text 9.8

AutoCAD SHX Text 10.6

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.6

AutoCAD SHX Text 9.7

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 9.2

AutoCAD SHX Text 8.7

AutoCAD SHX Text 9.4

AutoCAD SHX Text 8.5

AutoCAD SHX Text 8.4

AutoCAD SHX Text 9.6

AutoCAD SHX Text 2.5

AutoCAD SHX Text 9.9

AutoCAD SHX Text 9.5

AutoCAD SHX Text 10.6

AutoCAD SHX Text 10.1

AutoCAD SHX Text 9.8

AutoCAD SHX Text 10.3

AutoCAD SHX Text 11.3

AutoCAD SHX Text 7.1

AutoCAD SHX Text 6.5

AutoCAD SHX Text 9.3

AutoCAD SHX Text 9.5

AutoCAD SHX Text 9.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 8.9

AutoCAD SHX Text 8.6

AutoCAD SHX Text 8.7

AutoCAD SHX Text 7.5

AutoCAD SHX Text 2.2

AutoCAD SHX Text 1.9

AutoCAD SHX Text 10.2

AutoCAD SHX Text 10.1

AutoCAD SHX Text 10.4

AutoCAD SHX Text 8.7

AutoCAD SHX Text 10.5

AutoCAD SHX Text 7.8

AutoCAD SHX Text 6.7

AutoCAD SHX Text 9.3

AutoCAD SHX Text 8.8

AutoCAD SHX Text 10.2

AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.5

AutoCAD SHX Text 8.9

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.5

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.3

AutoCAD SHX Text 9.5

AutoCAD SHX Text 10.5

AutoCAD SHX Text 8.8

AutoCAD SHX Text 12.4

AutoCAD SHX Text 6.5

AutoCAD SHX Text

PLAN OBSCURED

AutoCAD SHX Text

PLAN OBSCURED

AutoCAD SHX Text

PLAN OBSCURED

AutoCAD SHX Text

PLAN OBSCURED

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.7

AutoCAD SHX Text 3.2

AutoCAD SHX Text 3.5

AutoCAD SHX Text 5.4

AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.2

AutoCAD SHX Text 5.3

AutoCAD SHX Text 2.4

AutoCAD SHX Text 3.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 4.2

AutoCAD SHX Text 4.6

AutoCAD SHX Text 3.5

AutoCAD SHX Text 7.2

AutoCAD SHX Text 6.4

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.6

AutoCAD SHX Text 7.4

AutoCAD SHX Text 7.3

AutoCAD SHX Text 7.7

AutoCAD SHX Text 7.4

AutoCAD SHX Text 6.6

AutoCAD SHX Text 7.5

AutoCAD SHX Text 9.2

AutoCAD SHX Text 8.2

AutoCAD SHX Text 9.1

AutoCAD SHX Text 7.5

AutoCAD SHX Text

WATER STORAGE TANK

AutoCAD SHX Text

WATER STORAGE TANK

AutoCAD SHX Text

SAN

AutoCAD SHX Text

NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

AutoCAD SHX Text

NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

AutoCAD SHX Text

NOT FOUND IN FIELD LOCATION APPROXIMATE PROVIDED BY CLIENT

AutoCAD SHX Text

40" OAK

AutoCAD SHX Text

42" OAK

AutoCAD SHX Text

27" OAK

AutoCAD SHX Text

33" OAK

AutoCAD SHX Text

35" OAK

AutoCAD SHX Text

52" OAK

AutoCAD SHX Text

163" BANYAN

AutoCAD SHX Text

27" OAK

AutoCAD SHX Text

126" BANYAN

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

16" PINE

AutoCAD SHX Text

18" PINE

AutoCAD SHX Text

21" PINE

AutoCAD SHX Text

18" PALM

AutoCAD SHX Text

40" OAK

AutoCAD SHX Text

21" PINE

AutoCAD SHX Text

12" PINE

AutoCAD SHX Text

15" PINE

AutoCAD SHX Text

13" PINE

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

24" PINE

AutoCAD SHX Text

32" OAK

AutoCAD SHX Text

44" OAK

AutoCAD SHX Text

33" OAK

AutoCAD SHX Text

30" OAK

AutoCAD SHX Text S52° 37' 23"E

AutoCAD SHX Text 720.39'

AutoCAD SHX Text N50° 27' 53"W

AutoCAD SHX Text 872.33'

AutoCAD SHX Text S00° 00' 00"E 117.09'

AutoCAD SHX Text N89° 56' 05"E

AutoCAD SHX Text 294.48'

AutoCAD SHX Text S46° 27' 30"W 93.01'

AutoCAD SHX Text

ROAD A

AutoCAD SHX Text

ROAD C

AutoCAD SHX Text

GRATE INLET TOP ELEV=7.73' NE (6" HDPE) INV ELEV=5.84'

AutoCAD SHX Text

ST-1

AutoCAD SHX Text GRATE INLET TOP ELEV=7.25' NE (8" VCP) INV ELEV=5.23' SW (6" HDPE) INV ELEV=5.25'

AutoCAD SHX Text

ST-2

AutoCAD SHX Text GRATE INLET TOP ELEV=6.75' NE (14" VCP) INV ELEV=5.49' SW (8" VCP) INV ELEV=5.46'

AutoCAD SHX Text

ST-3

AutoCAD SHX Text GRATE INLET TOP ELEV=7.00' E (24" CMP) INV ELEV=4.52' SW (14" VCP) INV ELEV=4.56'

AutoCAD SHX Text

ST-4

AutoCAD SHX Text GRATE INLET TOP ELEV=7.80' SE (24" CMP) INV ELEV=4.42' W (24" CMP) INV ELEV=4.59'

AutoCAD SHX Text

ST-5

AutoCAD SHX Text GRATE INLET TOP ELEV=6.55' SE (24" CMP) INV ELEV=3.40' NW (24" CMP) INV ELEV=3.46'

AutoCAD SHX Text

ST-6

AutoCAD SHX Text GRATE INLET TOP ELEV=7.04' SE (18" RCP) INV ELEV=4.22' NW (24" CMP) INV ELEV=4.19'

AutoCAD SHX Text

ST-7

AutoCAD SHX Text GRATE INLET TOP ELEV=6.79' NE (15" RCP) INV ELEV=4.68' NW (18" RCP) INV ELEV=4.54'

AutoCAD SHX Text

ST-8

AutoCAD SHX Text GRATE INLET TOP ELEV=6.50' NE (8" VCP) INV ELEV=3.80' SE (24" VCP) INV ELEV=3.78' SW (24" RCP) INV ELEV=3.75' NW (15" RCP) INV ELEV=3.67'

AutoCAD SHX Text

ST-9

AutoCAD SHX Text

GRATE INLET TOP ELEV=7.24' SW (8" VCP) INV ELEV=4.22'

AutoCAD SHX Text

ST-10

AutoCAD SHX Text

GRATE INLET TOP ELEV=6.32' SE (15" RCP) INV ELEV=3.29'

AutoCAD SHX Text

ST-11

AutoCAD SHX Text GRATE INLET TOP ELEV=5.78' N (14" VCP) INV ELEV=3.18' SE (24" CMP) INV ELEV=3.09'

AutoCAD SHX Text

GRATE INLET TOP ELEV=7.93' S (14" VCP) INV ELEV=4.05'

AutoCAD SHX Text STORM MANHOLE RIM ELEV=6.97' SE (30" RCP) INV ELEV=-0.11' NW (30" RCP) INV ELEV=-0.08'

AutoCAD SHX Text GRATE INLET TOP ELEV=8.50' SE (24" CMP) INV ELEV=4.50' NW (24" CMP) INV ELEV=4.46'

AutoCAD SHX Text

ST-15

AutoCAD SHX Text

ST-12

AutoCAD SHX Text

ST-13

AutoCAD SHX Text

ST-14

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

= ORNAMENTAL PLANT (EXISTING)

AutoCAD SHX Text

= GROUND SHOT FOR DIGITAL TERRAIN MODEL (DTM) DENSIFICATION

AutoCAD SHX Text

= OAK TREE (EXISTING)

AutoCAD SHX Text

= TREES (UNKNOWN) (EXISTING)

AutoCAD SHX Text

= PALM TREE (EXISTING)

AutoCAD SHX Text

= PALM TREE CLUSTER (EXISTING)

AutoCAD SHX Text

= PINE TREE (EXISTING)

AutoCAD SHX Text

SAN

AutoCAD SHX Text

WATER

AutoCAD SHX Text

= TRANSFORMER (EXISTING)

AutoCAD SHX Text

= VALVE, VALVE BOX (WATER) (EXISTING)

AutoCAD SHX Text

= STREET LIGHT / POLE (EXISTING)

AutoCAD SHX Text

= FIRE HYDRANT (EXISTING)

AutoCAD SHX Text

= CABLE TV SERVICE BOX AND MISCELLANEOUS, POLE (EXISTING)

AutoCAD SHX Text

= CLEANOUT (EXISTING)

AutoCAD SHX Text

= METER (WATER) (EXISTING)

AutoCAD SHX Text

= ELECTRICAL POLE (EXISTING)

AutoCAD SHX Text

= MANHOLE (SANITARY SEWER) (EXISTING)

AutoCAD SHX Text

OVERHEAD POWER LINE

AutoCAD SHX Text

EXIST. STORM

AutoCAD SHX Text

CURB INLET

AutoCAD SHX Text

MISC PAVT

AutoCAD SHX Text

WALL

AutoCAD SHX Text

EXIST. SAN. SEWER

AutoCAD SHX Text

SIDE WALK

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

CURB BACK

AutoCAD SHX Text

CURB FACE

AutoCAD SHX Text

BURIED FIBER OPTIC

AutoCAD SHX Text

ASPHALT CROWN

AutoCAD SHX Text

BRICK PAVT

AutoCAD SHX Text

EMBANKMENT

AutoCAD SHX Text

EXIST. WATER LINE

AutoCAD SHX Text

GATES (GT)

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

CONC SLAB

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

= MANHOLE (STORM WATER) (EXISTING)

AutoCAD SHX Text

= CROSS SECTION POINT

AutoCAD SHX Text

= MONUMENTS - 5/8 ROD AND CAP (EXISTING)

AutoCAD SHX Text

= MONUMENTS - CONCRETE (CAST) (EXISTING)

AutoCAD SHX Text

= MONUMENTS - NAIL, SPIKE, PIN (CONTROL MONUMENTATION) (EXISTING)

AutoCAD SHX Text

= SIGN (SINGLE SUPPORT) (EXISTING)

AutoCAD SHX Text

= MONUMENTS - 5/8 ROD AND CAP (SET)

AutoCAD SHX Text

= MONUMENTS - CONCRETE (CAST) (SET)

AutoCAD SHX Text

= MONUMENTS - NAIL, SPIKE, PIN (CONTROL MONUMENTATION)

AutoCAD SHX Text

RIGHT-OF-WAY

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

= CONIFEROUS SHRUB (EXISTING)

AutoCAD SHX Text

= SHRUB (EXISTING)

AutoCAD SHX Text

= MAILBOX (EXISTING)

AutoCAD SHX Text

= VALVE COVER UNKNOWN (EXISTING)

AutoCAD SHX Text

= MANHOLE UNKNOWN (EXISTING)

AutoCAD SHX Text

= POWER POLE WITH TRANSFORMER (EXISTING)

AutoCAD SHX Text

= WIRE PULL BOX (EXISTING)

AutoCAD SHX Text

WATER

AutoCAD SHX Text

= VALVE, VALVE BOX (SEWER) (EXISTING)

AutoCAD SHX Text

SAN

AutoCAD SHX Text U

AutoCAD SHX Text

= UTILITY MARKER

AutoCAD SHX Text NOTES: 1. BOUNDARY LINES WERE COMPILED FROM RECORDED BOUNDARY LINES WERE COMPILED FROM RECORDED DATA. 2. HORIZONTAL DATUM IS THE NORTH AMERICAN HORIZONTAL DATUM IS THE NORTH AMERICAN HORIZONTAL DATUM OF 1983. 3. VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988.

AutoCAD SHX Text

LEGEND:

AutoCAD SHX Text

UNDERGROUND CABLE

AutoCAD SHX Text

VEGETATION

AutoCAD SHX Text

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

ROAD A

R O

ROAD B

ROAD A

7.25

7.60 7.60 7.60 7.60 7.60

7.60

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

7.24 7.24

7.32

7.27

7.32

7.27

7.24 7.24

EXISTING UNDERGROUND

UTILITIES TO BE RELOCATED

OUTSIDE OF ABUTMENT

WALLS

PROP. 24 L.F. of 18" RCP

SEE OUTLET STRUCTURE

DETAIL ON SH. CG501

FOR COLUMBARIUM

DRAINAGE PLAN SEE

CG104

PROP. 40 L.F. OF CONTECH PREFAB

MODULAR BRIDGE.

(CONTRACTOR DESIGN/BUILD ITEM)

SEE 4/CG503

FOR DETAILED GRAVESITE

DIMENSIONS, REFER TO

SHT. L-101

PROP. 365 L.F. OF CONTECH OR APPROVED

EQUIVALENT PREFAB METAL SHEET PILING WALL

(CONTRACTOR DESIGN / BUILD ITEM)

CONTRACTOR TO COORDINATE WITH

MANUFACTURE FOR REQUIRED DESIGN AND

INSTALLATION

SEE 2/CG503

PROP. 100 L.F. OF LOW-

SPEED GUARDRAIL PER

FDOT DETAIL 536

3.0'

12.5'

20.0'

24.0'

40.0'

24.0'

R20.0'

R20.0' R24.0'

R80.0'

60.9'

R30.0'

111.8'

4.0'

FOR ADDITONAL COLUMBARIUM

LOCATION INFORMATION,

REFER TO SHEET LC101

FOR ADDITONAL CGRAVESITE

LOCATION INFORMATION,

REFER TO SHEET L-101

R48.0'

18.0' R30.0'

18.0'

LEGENDLEGEND

STORM DRAIN LINE, EX.

GAS LINE, EX.

SAN. SEWER, EX.

UG ELEC, EX.

WATER LINE, EX.

COLUMBARIUM NICHES

IN GROUND CREMAINS

CHAIN LINK FENCING

SILT FENCE

TREE PROTECTION

STORM DRAIN LINE, PROP.

STORM BOX/INLET, PROP.

SDx

SSx

UE x

STORM DRAIN LINE, EX.

GAS LINE, EX.

SAN. SEWER, EX.

UG ELEC, EX.

WATER LINE, EX.

COLUMBARIUM NICHES

IN GROUND CREMAINS

CHAIN LINK FENCING

SILT FENCE

TREE PROTECTION

STORM DRAIN LINE, PROP.

STORM BOX/INLET, PROP.

SSx

UE x

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

TOTAL LENGTH OF PROPOSED ROADS =

805 + 158 = 963 LN. FT

TOTAL PROPOSED PAVED AREA =

20, 220 SQ. FT.

TOTAL DISTURBED AREA = 2.75 ACRES

TOTAL IMPERVIOUS AREA = 0.80 ACRES

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEYNOTES:

1. PROP. NEW ROSTRUM - SEE ENLARGED ROSTRUM SHEET

2. COLUMBARIUM PLAZA - SEE ENLARGED COLUMBARIUM

SITE SHEETS

3. PROP. ROAD A - SEE ROAD PLAN AND PROFILE

4. PROP. ROAD B - SEE ROAD PLAN AND PROFILE

5. PROP. MODULAR BRIDGE - SEE DETAIL 4/CG503

6. PROP. SHEET PILE RETAINING WALL - SEE DETAIL 2/CG503

7. IGC GRAVESITES

8. EXISTING WETLAND CANAL

9. PROP. TREATMENT BASIN - SEE GRADING PLAN

10. PROP. 6:1 BANK OF LITTORAL SHELF PLANTINGS

11. PROP. 24" ROLLOVER CURB (TYP.) - SEE DETAIL 1/C-500

12. TRANSITION ROLLOVER CURB TO TRADITIONAL 6" CURB AT

INTERSECTION. ALLOW FOR DRAINAGE FLUME AT LOW

POINT.

1. CONTACT VA STAFF 14 DAYS PRIOR TO BEGINNING WORK.

2. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS BEFORE

STAKING. NOTIFY ENGINEER PROMPTLY OF ANY VARIATIONS.

3. COORDINATE AND OBTAIN NECESSARY PERMITS FROM LOCAL

AND STATE AGENCIES HAVING JURISDICTION OVER THE SITE, OR

REGULATING CONSTRUCTION OPERATIONS.

4. WORK SHALL BE SCHEDULED AND PERFORMED AT THE TIME AND

IN A MANNER APPROVED BY OWNER.

5. IDENTIFY ALL EXISTING UTILITIES AND IRRIGATION SYSTEMS.

6. GRADE THE SITE TO DRAIN FREELY.

7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE

PERMITS.

8. NOTIFY THE COR AT LEAST 7 DAYS IN ADVANCE OF UTILITY

CONNECTION OR DISCONNECTION OF ANY KIND.

9. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND

GRADE OF EXISTING WITH NEW. AT ALL LOCATIONS WHERE

EXISTING PAVEMENT ABUTS NEW CONSTRUCTION THE EDGE OF

THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN,

SMOOTH EDGE. TACK EXPOSED EDGES PRIOR TO PLACEMENT OF

NEW PAVEMENT.

10. IRRIGATION & STORM INVERTS TO BE COORDINATED BETWEEN

PLUMBING & CIVIL.

11. IN ORDER TO ACCOMMODATE CONSTRUCTION ACTIVITIES,

CONTRACTORS MAY CLOSE PORTIONS OF THE EXISTING

ROADWAY AT VARIOUS INTERVALS. ALL ROAD CLOSURES SHALL

BE COORDINATED AND APPROVED BEFOREHAND BY THE

CEMETERY DIRECTOR.

12. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS

ARE APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN

ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR

COMPLETENESS OF ANY UNDERGROUND FACILITY SHOWN.

OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE

UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND

IMMEDIATELY NOTIFY THE COR IF ANY SUCH FACILITIES CONFLICT

OR INTERFERE WITH THE CONSTRUCTION OF THE PROPOSED

WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING

EXISTING UTILITIES TO REMAIN.

13. CONTRACTOR TO PROTECT ALL EXISTING LANDSCAPING TO

REMAIN IN CONSTRUCTION AREA FROM DAMAGE.

14. CONTRACTOR SHALL REPAIR/RESTORE DISTURBED LANDSCAPE

AREAS IMPACTED BY CONSTRUCTION ACTIVITIES. PLANTING AND

AREAS TO BE RESTORED/REPLACED SHALL BE INSTALLED PER

SECTION 32 90 00 - PLANTING.

15. HEIGHT RESTRICTIONS ON ALL EQUIPMENT WILL BE ENFORCED

UNDER THE LIVE OAKS. ANY PRUNING MUST BE APPROVED BY

CO/COR. UNAUTHORIZED PRUNING CUT MAY INCUR A FINE.

GENERAL NOTES:

16. CONTRACTOR TO VERIFY MIN. EXISTING BOTTOM OF

CANAL ELEVATIONS ASSUMED TO BE 0.00 AT

HEADWALL AND -2.5 AT BMP OUTFALL.

17. CONTRACTOR TO COORDINATE WITH IRRIGATION

DRAWINGS FOR UNDERGROUND IRRIGATION.

HJM DDS

CS101

SITE PLAN

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text 7.3

AutoCAD SHX Text

AT-04

AutoCAD SHX Text

GATE

AutoCAD SHX Text

WATER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SAN

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text 7.3

AutoCAD SHX Text

AT-04

AutoCAD SHX Text

GATE

AutoCAD SHX Text

WATER

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SAN

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

CB-4

CB-7

CB-8

EX. 24"

EX. 30"

HYDRAULIC GRAD.

10-YEAR STORM

HYDRAULIC GRAD.

100-YEAR STORM

-5'

10'

15'

-5'

10'

15'

RCP CLASS III PIPE

(THIS SECTION)

HYDRAULIC GRAD.

10-YEAR STORM

CB-5

CB-6

FDOT LOW-SPEED

GUARDRAIL, SEE

SHT. CU501

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

ROAD A

ROAD B

ROAD A

7.25

7.60

7.37

7.25

7.29 7.29

7.39

7.34 7.34

7.55

7.55 7.55

7.55

7.24

7.32

7.27

7.32

7.27

7.24

ROAD A

LEGEND

LIMIT OF DISTURBANCE

MAJOR CONTOURS, PROP.

MINOR CONTOURS, PROP.

MAJOR CONTOURS, EX.

MINOR CONTOURS, EX.

STORM DRAIN LINE, EX.

GAS LINE, EX.

SAN. SEWER, EX.

UG ELEC, EX.

WATER LINE, EX.

COLUMBARIUM NICHES

IN GROUND CREMAINS

CHAIN LINK FENCING

SILT FENCE

TREE PROTECTION

STORM DRAIN LINE, PROP.

STORM BOX/INLET, PROP.

SDx

SSx

UE x

LEGEND

LIMIT OF DISTURBANCE

MAJOR CONTOURS, PROP.

MINOR CONTOURS, PROP.

MAJOR CONTOURS, EX.

MINOR CONTOURS, EX.

STORM DRAIN LINE, EX.

GAS LINE, EX.

SAN. SEWER, EX.

UG ELEC, EX.

WATER LINE, EX.

COLUMBARIUM NICHES

IN GROUND CREMAINS

CHAIN LINK FENCING

SILT FENCE

TREE PROTECTION

STORM DRAIN LINE, PROP.

STORM BOX/INLET, PROP.

SSx

UE x

10'

15'

10'

15'

8" RCP

30" RCP

24" RCP

GAS WATER

Bridge Abutments

LINE TABLE: ALIGNMENTS

LINE #

LENGTH

55.797

130.612

35.528

DIRECTION

S32° 44' 50"E

S40° 33' 46"E

S49° 31' 01"W

START POINT

(406080.02,1264596.86)

(406467.69,1264381.26)

(406556.60,1264332.91)

END POINT

(406110.20,1264549.93)

(406552.62,1264282.04)

(406529.58,1264309.85)

ALIGNMENT NAME

Road A

LINE TABLE: ALIGNMENTS

LINE #

LENGTH

158.153

DIRECTION

S39° 14' 42"W

START POINT

(406437.41,1264414.23)

END POINT

(406337.36,1264291.75)

ALIGNMENT NAME

Road C

CURVE TABLE: ALIGNMENTS

NUMBER

LENGTH

82.260

328.079

169.863

RADIUS

80.000

357.500

36.057

LINE/CHORD DIRECTION

S62° 12' 15.54"E

S65° 22' 16.63"E

N04° 28' 37.52"E

ALIGNMENT NAME

Road A

ROAD A

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

CP201

ROAD PROFILES

ROAD B

PROP. 40 L.F. CONTECH

MODULAR BRIDGE.

SEE 4/CG503

GRAPHIC SCALE

1" = 40'

40'0 80'20'

GRAPHIC SCALE

HOR: 1" = 40'

VER: 1" = 4'

GRAPHIC SCALE

HOR: 1" = 40'

VER: 1" = 4'

APPROX. BOTTOM

OF CANAL

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

RAMP

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

POW / MIA MEMORIAL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

SPILLWAY

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONC.

AutoCAD SHX Text

WALK

AutoCAD SHX Text 7.3

AutoCAD SHX Text

AT-04

AutoCAD SHX Text 9.8

AutoCAD SHX Text 9.7

AutoCAD SHX Text 7.8

AutoCAD SHX Text 8.6

AutoCAD SHX Text 9.2

AutoCAD SHX Text 8.7

Au…

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