S02_ Addendum 1 Part 1.pdf

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 9A. CG201 STORM DRAINAGE PROFILES CG201 STORM DRAINAGE PROFILES STORM DRAINAGE PROFILES 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. ED101 ELECTRICAL POWER AND SECURITY DEMOLITION PLANS ED101 ELECTRICAL POWER AND SECURITY DEMOLITION PLANS ELECTRICAL POWER AND SECURITY DEMOLITION PLANS 37. ED102 ELECTRICAL LIGHTING DEMOLITION PLANS ED102 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. MD101 MECHANICAL HVAC DEMOLITION FLOOR PLAN MD101 MECHANICAL HVAC DEMOLITION FLOOR PLAN MECHANICAL HVAC DEMOLITION FLOOR PLAN 44. MD102 MECHANICAL PIPING DEMOLITION FLOOR PLAN MD102 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

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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 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

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ADDENDUM #1

AutoCAD SHX Text 6/25/2025

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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 HJM 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

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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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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'

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

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

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

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

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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'

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

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

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WATER

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WATER

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SAN

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ASPHALT PAVEMENT

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RECLAIMED WATER SIGN

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SPEED LIMIT SIGN

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WRONG WAY SIGN

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ONE WAY SIGN

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BRICK

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40" OAK

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42" OAK

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27" 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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21" PINE

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18" PALM

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12" PINE

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15" PINE

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13" PINE

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AutoCAD SHX Text 720.39'

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

AutoCAD SHX Text N89° 56' 05"E

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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=7.25' NE (8" VCP) INV ELEV=5.23' SW (6" HDPE) INV ELEV=5.25'

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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'

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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'

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ST-4

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30" RCP

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24" CMP

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8" VCP

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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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14" VCP

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8" CMP

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

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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'

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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'

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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'

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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'

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ST-9

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

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ST-10

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

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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'

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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'

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ST-15

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ST-12

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ST-13

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ST-14

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8" CMP INV ELEV AT OUTFALL=2.86'

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24" CMP INV ELEV AT OUTFALL=1.95'

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24" VCP INV ELEV AT OUTFALL=1.91'

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24" CMP INV ELEV AT OUTFALL=2.62'

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30" RCP INV ELEV AT OUTFALL=0.15'

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FUEL LINE

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FUEL LINE

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FUEL LINE

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

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24" VCP

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14" VCP

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8" CMP

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Date

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AutoCAD SHX Text Checked

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AutoCAD SHX Text Project Number

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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 6"

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AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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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

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text Dwg. of 53

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ADDENDUM #1

AutoCAD SHX Text 6/25/2025

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= ORNAMENTAL PLANT (EXISTING)

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= GROUND SHOT FOR DIGITAL TERRAIN MODEL (DTM) DENSIFICATION

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= OAK TREE (EXISTING)

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= TREES (UNKNOWN) (EXISTING)

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= PALM TREE (EXISTING)

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= PALM TREE CLUSTER (EXISTING)

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= PINE TREE (EXISTING)

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SAN

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WATER

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= TRANSFORMER (EXISTING)

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= VALVE, VALVE BOX (WATER) (EXISTING)

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= STREET LIGHT / POLE (EXISTING)

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= FIRE HYDRANT (EXISTING)

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

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= CLEANOUT (EXISTING)

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= METER (WATER) (EXISTING)

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= ELECTRICAL POLE (EXISTING)

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= MANHOLE (SANITARY SEWER) (EXISTING)

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SD

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= MANHOLE (STORM WATER) (EXISTING)

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

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= MONUMENTS - CONCRETE (CAST) (EXISTING)

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

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= SIGN (SINGLE SUPPORT) (EXISTING)

AutoCAD SHX Text %%uLEGEND%%U

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

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= MONUMENTS - CONCRETE (CAST) (SET)

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

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MH

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= CONIFEROUS SHRUB (EXISTING)

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= SHRUB (EXISTING)

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= MAILBOX (EXISTING)

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= MANHOLE UNKNOWN (EXISTING)

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= POWER POLE WITH TRANSFORMER (EXISTING)

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= WIRE PULL BOX (EXISTING)

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WATER

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= VALVE, VALVE BOX (SEWER) (EXISTING)

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SAN

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= 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.

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OVERHEAD POWER LINE

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EXIST. STORM

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CURB INLET

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MISC PAVT

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WALL

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EXIST. SAN. SEWER

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SIDE WALK

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UNDERGROUND ELECTRIC

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CURB BACK

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CURB FACE

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BURIED FIBER OPTIC

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ASPHALT CROWN

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BRICK PAVT

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EMBANKMENT

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EXIST. WATER LINE

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GATES (GT)

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FENCE

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CONC SLAB

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DRIVEWAY

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EASEMENT

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UNDERGROUND CABLE

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VEGETATION

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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.

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NOTES:

SURVEY LEGEND:

A S

P H

A L T P A V E M E N

T

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFO

BFOBFO

BFO

BFO

BFO

BFO

U E x

UE x

UE x

UE

x UE x

UE x U E x

UE

x

UE

x

UE

x

UE

x

UE

x

UE x

UEx

UE

x

UE

x

UE x

UE x

UE x

UE x

W x

W x

W x

W x

W x

Wx

Wx

UEx

UEx

UE

x

U E x

UE x

UE

x

UE

x

UE

x

W x

W x

W x

WxWx Wx

W x

W x

WxWx Wx

Gx

Gx

Gx

G x

G x

G x

G x

W x

W x

W x

W x

W x

Wx Wx

Wx Wx

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BFO

BFO

BFO

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BFO

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BFO

BFO

BFO

BFO

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BFOBFO

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Wx Wx

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Wx

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W x UEx

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UEx

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x

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WxWxWx

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W

W x

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BF

O

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O

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O

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O

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O

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O

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O

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O

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O

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O

Wx

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SDx

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SDx SDx

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x

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x

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x

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x

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x

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x

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x

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x

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W x W x

Gx

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

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LOD

LOD

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LO

D

LO

D

LOD

LOD

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LOD

LOD

LOD

LOD

LOD

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LOD

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LOD

LOD

LOD

LO

D

LO

D

LO

D

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LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

D

LOD

LOD

TEMPORARY CONSTRUCTION

FENCING GATE

CONSTRUCTION

ACCESS ROUTE

TEMPORARY CONSTRUCTION

FENCING GATE

TEMPORARY CONSTRUCTION

FENCING

CONSTRUCTION

STAGING AREA

TEMPORARY CONSTRUCTION

FENCING

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

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, TYP.

(REFER TO TREE PROTECTION DETAIL)

8. CLEAR TREES AND BRUSH NECESSARY FOR

CONSTRUCTION OF ROADS, COLUMBARIUMS,

IGC, ETC.

9. DEMOLISH EXISTING STORM PIPE

UC x UC x

LOD

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.

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CONC. WALK

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RAMP

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CONC.

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CONC. WALK

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CONC. WALK

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CONC.

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SPILLWAY

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CONC.

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WALK

AutoCAD SHX Text 7.3

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AT-04

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 9.5

AutoCAD SHX Text 9.4

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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

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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

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AutoCAD SHX Text 8.9

AutoCAD SHX Text 10.4

AutoCAD SHX Text 9.5

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AutoCAD SHX Text 9.6

AutoCAD SHX Text 10.3

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AutoCAD SHX Text 8.8

AutoCAD SHX Text 12.4

AutoCAD SHX Text 6.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.7

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AutoCAD SHX Text 5.8

AutoCAD SHX Text 6.2

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SAN

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ASPHALT PAVEMENT

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RECLAIMED WATER SIGN

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SPEED LIMIT SIGN

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WRONG WAY SIGN

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ONE WAY SIGN

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BRICK

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SPEED LIMIT SIGN

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NO PARKING SIGN

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PLAN OBSCURED

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PLAN OBSCURED

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PLAN OBSCURED

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PLAN OBSCURED

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WATER STORAGE TANK

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WATER STORAGE TANK

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40" OAK

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42" OAK

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27" OAK

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33" OAK

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35" 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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40" OAK

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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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24" PINE

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32" OAK

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44" OAK

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33" OAK

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30" OAK

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ST-4

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ST-5

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ST-6

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ST-7

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ST-8

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ST-9

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ST-10

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ST-11

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ST-12

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ST-14

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ST-13

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

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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'

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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'

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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'

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ST-4

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14" VCP

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30" RCP

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18" RCP

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30" RCP

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24" CMP

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24" CMP

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8" VCP

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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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14" VCP

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8" CMP

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

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ST-5

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8" CMP INV ELEV AT OUTFALL=2.86'

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24" CMP INV ELEV AT OUTFALL=1.95'

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24" VCP INV ELEV AT OUTFALL=1.91'

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24" CMP INV ELEV AT OUTFALL=2.62'

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30" RCP INV ELEV AT OUTFALL=0.15'

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FUEL LINE

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FUEL LINE

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FUEL LINE

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

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24" VCP

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14" VCP

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8" CMP

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

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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'

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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'

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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'

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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'

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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'

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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'

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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'

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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'

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ST-9

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

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ST-10

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

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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'

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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'

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ST-15

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ST-12

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ST-13

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ST-14

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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 6"

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AutoCAD SHX Text three quarters 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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= ORNAMENTAL PLANT (EXISTING)

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= GROUND SHOT FOR DIGITAL TERRAIN MODEL (DTM) DENSIFICATION

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= OAK TREE (EXISTING)

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= TREES (UNKNOWN) (EXISTING)

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= PALM TREE (EXISTING)

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= PALM TREE CLUSTER (EXISTING)

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= PINE TREE (EXISTING)

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SAN

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WATER

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= TRANSFORMER (EXISTING)

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= VALVE, VALVE BOX (WATER) (EXISTING)

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= STREET LIGHT / POLE (EXISTING)

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= FIRE HYDRANT (EXISTING)

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

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= CLEANOUT (EXISTING)

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= METER (WATER) (EXISTING)

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= ELECTRICAL POLE (EXISTING)

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= MANHOLE (SANITARY SEWER) (EXISTING)

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OVERHEAD POWER LINE

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EXIST. STORM

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CURB INLET

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MISC PAVT

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WALL

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EXIST. SAN. SEWER

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SIDE WALK

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UNDERGROUND ELECTRIC

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CURB BACK

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CURB FACE

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BURIED FIBER OPTIC

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ASPHALT CROWN

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BRICK PAVT

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EMBANKMENT

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EXIST. WATER LINE

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GATES (GT)

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FENCE

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CONC SLAB

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DRIVEWAY

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SD

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= MANHOLE (STORM WATER) (EXISTING)

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

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= MONUMENTS - CONCRETE (CAST) (EXISTING)

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

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= SIGN (SINGLE SUPPORT) (EXISTING)

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

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= MONUMENTS - CONCRETE (CAST) (SET)

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

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EASEMENT

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MH

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= CONIFEROUS SHRUB (EXISTING)

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= SHRUB (EXISTING)

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= MAILBOX (EXISTING)

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= MANHOLE UNKNOWN (EXISTING)

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= POWER POLE WITH TRANSFORMER (EXISTING)

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= WIRE PULL BOX (EXISTING)

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WATER

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= VALVE, VALVE BOX (SEWER) (EXISTING)

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SAN

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= 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.

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LEGEND:

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UNDERGROUND CABLE

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VEGETATION

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ADDENDUM #1

AutoCAD SHX Text 6/25/2025

SURVEY LEGEND:

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EXISTING UNDERGROUND

UTILITIES TO BE RELOCATED

OUTSIDE OF ABUTMENT

WALLS

PROP. 24 L.F. of 18" RCP

SEE OUTLET STRUCTURE

DETAIL ON SHEET CG503

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

SHEET L-101

PROP. 365 L.F. OF CONTECH OR APPROVED

EQUIVALENT PREFAB METAL SHEET PILING WALL.

LOCATED OUTSIDE OF THE WETLAND.

(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

DETAIL ON CU501

3.0'

12.5'

20.0'

24.0'

40.0'

24.0'

R24.0'

R80.0'

60.9'

R30.0'

111.8'

4.0'

FOR ADDITONAL COLUMBARIUM

LOCATION INFORMATION,

REFER TO SHEET LC101

FOR ADDITIONAL IGC

GRAVESITE LOCATION

INFORMATION, REFER TO

SHEET L-101

R48.0'

18.0' R30.0'

18.0'

SECONDARY IMPACT AREA 2

SECONDARY IMPACT AREA 1

25' WETLAND

SETBACK LINE

25' WETLAND

SETBACK LINE

LIMITS OF GRADING

LIMITS OF GRADING

15' WETLAND OFFSET

15' WETLAND OFFSET

15' WETLAND OFFSET

25' WETLAND

SETBACK LINE

25' WETLAND

SETBACK LINE

25' WETLAND

SETBACK LINE

25' WETLAND

SETBACK LINE

R24.0'

R24.0'

PROP. 60 L.F. OF LOW-

SPEED GUARDRAIL PER

DETAIL ON CU501

R24.0'

LEGEND

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.

CONSTRUCTION ENTRANCE

EROSION/SEDIMENT CONTROL MEASURES

STORM INLET PROTECTION

SDx

SF

Wx

SSx

UE x

Gx

OFF OFF 15' WETLAND OFFSET, FOR

PERMITTING

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 CONTRIBUTING AREA = 2.15 ACRES

TOTAL IMPERVIOUS AREA = 0.80 ACRES

GRAPHIC SCALE

1" = 30'

30'0 60'15'

KEYNOTES:

1. CONSTRUCT NEW ROSTRUM - SEE ENLARGED ROSTRUM

SHEETS

2. COLUMBARIUM PLAZA - SEE ENLARGED COLUMBARIUM

SITE SHEETS

3. PROP. ROAD A - SEE ROAD PLAN AND PROFILE, CP201

4. PROP. ROAD B - SEE ROAD PLAN AND PROFILE, CP201

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 CG101-CG103 AND CG503

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

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

12. TRANSITION FROM TRADITIONAL 6" CURB TO ROLLOVER

CURB 6' PRIOR TO CURB RADIUS BEGINNING (FROM ROAD B

TO ROAD A). REFER TO DETAIL 10/C-500

13. PROP. VERTICAL CURB & GUTTER. REFER TO DETAIL

9/C-500.

14. 2' TRANSITION FROM EXISTING ROAD 12" WIDE STANDARD

6" VERTICAL CURB AND GUTTER TO PROP. 24" WIDE

STANDARD 6" CURB AND GUTTER (EACH SIDE).

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.

16. THE 100-YEAR FLOODPLAIN LIMIT IS 10'. THIS CANNOT BE SHOWN

ON THE PLANS BECAUSE THE ENTIRE SITE IS BELOW 10' ABOVE

SEA LEVEL.

GENERAL NOTES:

17. CONTRACTOR TO VERIFY MIN. EXISTING BOTTOM OF

CANAL ELEVATIONS ASSUMED TO BE 0.00 AT

HEADWALL AND 0.0 AT BMP OUTFALL.

18. CONTRACTOR TO COORDINATE WITH IRRIGATION

DRAWINGS FOR UNDERGROUND IRRIGATION.

HJM DDS

CS101

SITE PLAN & WETLAND IMPACTS

WETLAND IMPACT TABLE & KEYNOTES

AREA

(ACRE) DESCRIPTION

1 1.48 WETLAND AREA ON SITE

2 0.03 WETLAND AREA TO BE IMPACTED CUT ~0.65(CY) / FILL ~1.42(CY)

3 0.072 CONSTRUCTION WETLAND SECONDARY IMPACT AREA 1

4 0.083 CONSTRUCTION WETLAND SECONDARY IMPACT AREA 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

WETLAND CUT/FILL IMPACTS

LIMITS OF GRADING

25' WETLAND SETBACK LINE

GUARDRAILO O O O O O O

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CONC. WALK

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RAMP

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CONC.

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CONC. WALK

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CONC.

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SPILLWAY

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CONC.

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WALK

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AT-04

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GATE

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WATER

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WATER

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SAN

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RECLAIMED WATER SIGN

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SPEED LIMIT SIGN

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WRONG WAY SIGN

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ONE WAY SIGN

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BRICK

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SPEED LIMIT SIGN

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NO PARKING SIGN

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WATER STORAGE TANK

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WATER STORAGE TANK

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CONC. WALK

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RAMP

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SPILLWAY

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AT-04

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GATE

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WATER

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SAN

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RECLAIMED WATER SIGN

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SPEED LIMIT SIGN

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WRONG WAY SIGN

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ONE WAY SIGN

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BRICK

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SPEED LIMIT SIGN

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NO PARKING SIGN

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WATER STORAGE TANK

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WATER STORAGE TANK

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ADDENDUM #1

AutoCAD SHX Text 6/25/2025

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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