014-044_Civil.pdf

PDF 21 MB Posted

Attached to
Y1PZ--Beaufort Gravesite Expansion & FCA Improvements 831CM3016
Solicitation number
36C78624B0028
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a bid solicitation for civil engineering and construction services to expand a gravesite and make facility condition assessment improvements at the Tallahassee National Cemetery.

The key details are:

  • Solicitation Number: 36C78624B0028
  • Project Name: Y1PZ--Beaufort Gravesite Expansion & FCA Improvements 831CM3016
  • Issuing Agency: Department of Veterans Affairs National Cemetery Administration
  • Required Services: Civil engineering, construction, and facility improvements
  • Set-Aside: None specified
  • Response Due Date: Not provided
  • Award Date: Not specified
  • Pricing: Bid pricing is required
  • Period of Performance: Not stated

The document does not appear to include a full Performance Work Statement or Statement of Objectives. It seems to be a partial bid solicitation document focused on the scope of work and requirements.

View the file

Other files

File Type Posted
AMENDMENT 4 TO 36C78624B0028.pdf PDF
AMENDMENT 3 TO 36C78624B0028 RFI RESPONSES-CORRECTED BID DUE DATE-.pdf PDF
AMENDMENT 3 TO 36C78624B0028 RFI RESPONSES.pdf PDF
36C78624B0028 0002 (002).docx DOCX document
RFIs.pdf PDF
Beaufort National Cemetery Flower Watering Statiion.pdf PDF
Amendment -1.pdf PDF
Wage Determination SC20230001.pdf PDF
ASI 01 Beaufort Cemetery_06.12.2024.pdf PDF
144-153_Mech.pdf PDF
077-087_Irr.pdf PDF
36C78624B0028_1.docx DOCX document
006-011 Survey.pdf PDF
045-076_Site.pdf PDF
WAGE DETERMINATION 03.pdf PDF
187-194_Structural.pdf PDF
125-143_Plumbing.pdf PDF
088-124A_Arch.pdf PDF
012-013_Tree prot.pdf PDF
154-186_Elec.pdf PDF
Beaufort NatCem 831CM3016_BD-project manual.pdf PDF
001-005_General.pdf PDF
Show all 22

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© COPYRIGHT 2023, Walker Federal Services, LLC

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NATIONAL

CEMETERY

ADMINISTRATION

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Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111 303.770.8884

CMWJ BLB

0 10 20 40 60

03/07/2024

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AutoCAD SHX Text COORDINATE W/ GEOTECHNICAL ENGINEER TO DETERMINE IF EXISTING STOCKPILE IS ADEQUATE FOR USE IN GRADING FILL OPERATIONS. EXPORT SOIL OFFSITE IF IT IS DETERMINED UNACCEPTABLE.

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CONSULTANTS

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AutoCAD SHX Text STAGE 1 SEQUENCE OF CONSTRUCTION 1. INSTALL VEHICLE TRACKING CONTROL AT CONSTRUCTION ENTRANCES, SEE INSTALL VEHICLE TRACKING CONTROL AT CONSTRUCTION ENTRANCES, SEE PLAN FOR LOCATION. . 2. CLEAR ROCKS, DEBRIS, AND UNDERBRUSH (NO TREE REMOVAL) IN ONLY THE CLEAR ROCKS, DEBRIS, AND UNDERBRUSH (NO TREE REMOVAL) IN ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SEDIMENT CONTROLS INCLUDING SEDIMENT TUBE, ROCK SOCKS, AND INLET PROTECTION. 3. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND DEMOLITION (REFER TO CD-101 - CD-103 SHEETS FOR DEMOLITION DETAILS). 4. STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE LIMITS OF EARTHWORK STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE LIMITS OF EARTHWORK OPERATION, AS DIRECTED BY COR. 5. PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE MATERIAL) FOR PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE MATERIAL) FOR HEAVY MACHINE COMPACTION, AND NOT EXCEEDING 4 INCHES (LOOSE MATERIAL) FOR HAND COMPACTION.

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6. COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS DETERMINED BY ASTM COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 a. GENERAL FILL - 90 PERCENT GENERAL FILL - 90 PERCENT b. UNDER STRUCTURES OR PAVING - 95 PERCENT UNDER STRUCTURES OR PAVING - 95 PERCENT c. LANDSCAPED AREAS (TOP 16 INCHES) - 85 PERCENT LANDSCAPED AREAS (TOP 16 INCHES) - 85 PERCENT d. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS 7. STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT FOR STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT FOR LONG PERIODS (SEE NOTE 5).

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1. INSTALL TREE PROTECTION FENCE MEASURES PRIOR TO COMMENCING INSTALL TREE PROTECTION FENCE MEASURES PRIOR TO COMMENCING EROSION AND SEDIMENT CONTROL. 2. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED. 3. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 4. PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE TEMPORARY REMOVAL AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE TIE-INS. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS. 5. OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION SYSTEM, OR AS OTHERWISE APPROVED BY THE COR. THE CONTRACTOR SHALL METER AND PAY FOR WATER. BACKFLOW PREVENTER MAY NOT BE REQUIRED AT CONNECTIONS TO THE IRRIGATION SYSTEM. 6. WHEN LAND DISTURBING ACTIVITIES HAVE CEASED AND WILL NOT WHEN LAND DISTURBING ACTIVITIES HAVE CEASED AND WILL NOT RESUME FOR LONGER THAN 14 CALENDAR DAYS, INITIATE SOIL STABILIZATION MEASURES (E.G. SEEDING AND MULCHING) WITHIN 7 CALENDAR DAYS. 7. INSPECT INLET FILTER SACKS WEEKLY, AS WELL AS FOLLOWING INSPECT INLET FILTER SACKS WEEKLY, AS WELL AS FOLLOWING HEAVY RAIN EVENTS, AND REMOVE ALL ACCUMULATED SEDIMENT. 8. VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK AND PAVING OPERATIONS ARE COMPLETE. 9. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.

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Drawing Title

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A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111

303.770.8884 CE-102

EROSION & SEDIMENT

CONTROL PLAN - STAGE 1

CMWJ BLB

0 10 20 40 60

03/07/2024

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MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 AutoCAD SHX Text

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AutoCAD SHX Text STAGE 1 SEQUENCE OF CONSTRUCTION 1. INSTALL VEHICLE TRACKING CONTROL AT CONSTRUCTION ENTRANCES, SEE INSTALL VEHICLE TRACKING CONTROL AT CONSTRUCTION ENTRANCES, SEE PLAN FOR LOCATION. . 2. CLEAR ROCKS, DEBRIS, AND UNDERBRUSH (NO TREE REMOVAL) IN ONLY THE CLEAR ROCKS, DEBRIS, AND UNDERBRUSH (NO TREE REMOVAL) IN ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SEDIMENT CONTROLS INCLUDING SEDIMENT TUBE, ROCK SOCKS, AND INLET PROTECTION. 3. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND DEMOLITION (REFER TO CD-101 - CD-103 SHEETS FOR DEMOLITION DETAILS). 4. STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE LIMITS OF EARTHWORK STRIP, STOCKPILE, AND PROTECT TOPSOIL WITHIN THE LIMITS OF EARTHWORK OPERATION, AS DIRECTED BY COR. 5. PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE MATERIAL) FOR PLACE LIFTS IN DEPTHS NOT EXCEEDING 8 INCHES (LOOSE MATERIAL) FOR HEAVY MACHINE COMPACTION, AND NOT EXCEEDING 4 INCHES (LOOSE MATERIAL) FOR HAND COMPACTION.

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6. COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS DETERMINED BY ASTM COMPACT TO PERCENTAGE OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 a. GENERAL FILL - 90 PERCENT GENERAL FILL - 90 PERCENT b. UNDER STRUCTURES OR PAVING - 95 PERCENT UNDER STRUCTURES OR PAVING - 95 PERCENT c. LANDSCAPED AREAS (TOP 16 INCHES) - 85 PERCENT LANDSCAPED AREAS (TOP 16 INCHES) - 85 PERCENT d. SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS SEE SPECIFICATIONS FOR COMPLETE REQUIREMENTS 7. STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT FOR STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT FOR LONG PERIODS (SEE NOTE 5).

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1. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED. 2. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 3. PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE TEMPORARY REMOVAL AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE TIE-INS. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS. 4. OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION DISTRIBUTION SYSTEM, OR AS OTHERWISE APPROVED BY THE COR. THE CONTRACTOR SHALL METER AND PAY FOR WATER. BACKFLOW PREVENTER MAY NOT BE REQUIRED AT CONNECTIONS TO THE IRRIGATION SYSTEM. 5. WHEN LAND DISTURBING ACTIVITIES HAVE CEASED AND WILL NOT RESUME FOR LONGER THAN 14 CALENDAR DAYS, INITIATE SOIL STABILIZATION MEASURES (E.G. SEEDING AND MULCHING) WITHIN 7 CALENDAR DAYS. 6. INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN EVENTS, & REMOVE ALL ACCUMULATED SEDIMENT. 7. VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK AND PAVING OPERATIONS ARE COMPLETE.. 8. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.

AutoCAD SHX Text BENCHMARK INFORMATION: NAVD 1988 TBM 2 ELEVATION = 22.93 SET X-MARK IN CONCRETE; ±42 FEET EAST OFA 6-FOOT METAL FENCE; ±30 FEET NORTHWESTOF A 34-INCH OAK TREE; ± FEET SOUTHEASTOF A ROUND POST.

AutoCAD SHX Text TBM 4 ELEVATION = 20.43 SET NAIL & DISK LABELED "SURVTECH TRAV. PT" IN ASPHALT; 67 FEET WEST OF A ±67 FEET WEST OF A12-INCH OAK TREE; ±36 FEET SOUTH OF AMETAL TRENCH DRAIN (D-7); ±9 FEET EASTOF A SIGN.

TBM 3 ELEVATION = 23.53 SET 5/8" CAPPED IRON ROD LABELED "SURVTECH TRAV PT" IN GRASS; 65 FEET ±65 FEETSOUTHEAST OF A CATCH BASIN (D-1); ±56FEET EAST OF A 12-INCH APLM TREE; ±17FEET NORTH OF A SIGN.

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© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

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Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111

303.770.8884 CE-103

EROSION & SEDIMENT

CONTROL PLAN - STAGE 1

0 5 10 20 30

CMWJ BLB03/07/2024

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MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 MULTICORELINK:00x CE-101 Erosion And Sediment Control Plan - Stage 1-CE-101 AutoCAD SHX Text

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1. CLEAR ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND CLEAR ONLY THE AREAS NEEDED TO INSTALL STAGE 1 EROSION AND SEDIMENT CONTROLS INCLUDING THE CONSTRUCTION FENCE, SEDIMENT TUBE, ROCK SOCKS, INLET PROTECTION, AND DIVERSION SWALE. 2. CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND CONDUCT OVERALL SITE CLEARING, GRUBBING, SOIL STOCK PILE, AND DEMOLITION (REFER TO CD-101 - CD-103 SHEETS FOR DEMOLITION DETAILS). 3. CONSTRUCT FILL EMBANKMENT AND CUT NEW SLOPES ACCORDING TO CONSTRUCT FILL EMBANKMENT AND CUT NEW SLOPES ACCORDING TO GOVERNING AUTHORITIES AND SPECIFICATIONS. 4. STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT STABILIZE AND SEED DISTURBED LAND THAT WILL REMAIN DORMANT FOR LONG PERIODS (SEE NOTE 5).

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1. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED. 2. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 3. PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE TEMPORARY REMOVAL AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE TIE-INS. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS. 4. OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION DISTRIBUTION SYSTEM, OR AS OTHERWISE APPROVED BY THE COR. THE CONTRACTOR SHALL METER AND PAY FOR WATER. BACKFLOW PREVENTER MAY NOT BE REQUIRED AT CONNECTIONS TO THE IRRIGATION SYSTEM. 5. WHEN LAND DISTURBING ACTIVITIES HAVE CEASED AND WILL NOT RESUME FOR LONGER THAN 14 CALENDAR DAYS, INITIATE SOIL STABILIZATION MEASURES (E.G. SEEDING AND MULCHING) WITHIN 7 CALENDAR DAYS. 6. INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN EVENTS, & REMOVE ALL ACCUMULATED SEDIMENT. 7. VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK VEHICLE TRACKING CONTROL IS REQUIRED UNTIL ALL EARTHWORK AND PAVING OPERATIONS ARE COMPLETE.. 8. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF. 9. PROVIDE ORANGE TRAFFIC CONES AT EACH CORNER AND END WHERE PROVIDE ORANGE TRAFFIC CONES AT EACH CORNER AND END WHERE ROCK SOCKS PROTRUDE ONTO PAVEMENT AND AS DIRECTED BY COR.

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© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

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Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111

303.770.8884 CE-201

EROSION & SEDIMENT

CONTROL PLAN - STAGE 2

CMWJ BLB

0 10 20 40 60

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AutoCAD SHX Text STAGE 2 SEQUENCE OF CONSTRUCTION 1. ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ACCOMMODATE FINAL SITE GRADING. RESET TP FENCE AT INDICATED LOCATIONS. 2. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. 3. SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE ADJACENT CONCRETE IS COMPLETE. 4. REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION ENTRANCE, COMPLETE SITE STABILIZATION AND SITE RESTORATION. SEE LP-PLANS FOR DETAILS. 5. AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND SEDIMENT CONTROLS, AS APPROVED BY THE COR.

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1. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED BY COR. 2. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 3. PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE TEMPORARY REMOVAL AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE TIE-INS. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS. 4. OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION DISTRIBUTION SYSTEM, OR AS OTHERWISE APPROVED BY THE COR. THE CONTRACTOR SHALL METER AND PAY FOR WATER. BACKFLOW PREVENTER MAY NOT BE REQUIRED AT CONNECTIONS TO THE IRRIGATION SYSTEM. 5. REFER TO LP-PLANS FOR PERMANENT SEED SPECIFICATIONS AND REFER TO LP-PLANS FOR PERMANENT SEED SPECIFICATIONS AND TOP SOIL PREPARATION REQUIREMENTS. 6. INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN EVENTS, & REMOVE ALL ACCUMULATED SEDIMENT. 7. AFTER EARTHWORK & PAVEMENT IS COMPLETE, REMOVE VTC. IF AFTER EARTHWORK & PAVEMENT IS COMPLETE, REMOVE VTC. IF ROAD IS INSTALLED, BUT ADJACENT EARTHWORK & PAVEMENT IS NOT COMPLETE, RUBBER OR PLASTIC TRACKOUT CONTROL MATTING IS REQUIRED. 8. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.

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© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

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Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111

303.770.8884 CE-202

EROSION & SEDIMENT

CONTROL PLAN - STAGE 2

CMWJ BLB

0 10 20 40 60

03/07/2024

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AutoCAD SHX Text STAGE 2 SEQUENCE OF CONSTRUCTION 1. ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ACCOMMODATE FINAL SITE GRADING. RESET TP FENCE AT INDICATED LOCATIONS. 2. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. 3. SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE ADJACENT CONCRETE IS COMPLETE. 4. REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION ENTRANCE, COMPLETE SITE STABILIZATION AND SITE RESTORATION. SEE LP-PLANS FOR DETAILS. 5. AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND SEDIMENT CONTROLS, AS APPROVED BY THE COR.

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AutoCAD SHX Text BENCHMARK INFORMATION: NAVD 1988 TBM 2 ELEVATION = 22.93 SET X-MARK IN CONCRETE; ±42 FEET EAST OFA 6-FOOT METAL FENCE; ±30 FEET NORTHWESTOF A 34-INCH OAK TREE; ± FEET SOUTHEASTOF A ROUND POST.

AutoCAD SHX Text TBM 4 ELEVATION = 20.43 SET NAIL & DISK LABELED "SURVTECH TRAV. PT" IN ASPHALT; 67 FEET WEST OF A ±67 FEET WEST OF A12-INCH OAK TREE; ±36 FEET SOUTH OF AMETAL TRENCH DRAIN (D-7); ±9 FEET EASTOF A SIGN.

AutoCAD SHX Text TBM 3 ELEVATION = 23.53 SET 5/8" CAPPED IRON ROD LABELED "SURVTECH TRAV PT" IN GRASS; 65 FEET ±65 FEETSOUTHEAST OF A CATCH BASIN (D-1); ±56FEET EAST OF A 12-INCH APLM TREE; ±17FEET NORTH OF A SIGN.

1. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED BY COR. 2. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 3. PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE PORTIONS OF TREE PROTECTION FENCE (TPF) MAY REQUIRE TEMPORARY REMOVAL AND RE-INSTALLATION TO ACCOMMODATE PROPER GRADE TIE-INS. REFER TO 01 56 39 FOR ADDITIONAL REQUIREMENTS. 4. OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION OBTAIN WATER BY CONNECTING TO THE CEMETERY IRRIGATION DISTRIBUTION SYSTEM, OR AS OTHERWISE APPROVED BY THE COR. THE CONTRACTOR SHALL METER AND PAY FOR WATER. BACKFLOW PREVENTER MAY NOT BE REQUIRED AT CONNECTIONS TO THE IRRIGATION SYSTEM. 5. REFER TO LP-PLANS FOR PERMANENT SEED SPECIFICATIONS AND REFER TO LP-PLANS FOR PERMANENT SEED SPECIFICATIONS AND TOP SOIL PREPARATION REQUIREMENTS. 6. INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN INSPECT INLET FILTER SACKS WEEKLY, & FOLLOWING HEAVY RAIN EVENTS, & REMOVE ALL ACCUMULATED SEDIMENT. 7. AFTER EARTHWORK & PAVEMENT IS COMPLETE, REMOVE VTC. IF AFTER EARTHWORK & PAVEMENT IS COMPLETE, REMOVE VTC. IF ROAD IS INSTALLED, BUT ADJACENT EARTHWORK & PAVEMENT IS NOT COMPLETE, RUBBER OR PLASTIC TRACKOUT CONTROL MATTING IS REQUIRED. 8. REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.REFER TO TP-PLANS FOR ALL WORK INSIDE/ADJACENT TO TPF.

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A

© COPYRIGHT 2023, Walker Federal Services, LLC

Approved:

Drawn

Date

Project No.

DRAWING NO.

Of

1 4 6 9

A F

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Building Number

1 2 4 6 7 8 9

B C

D E

F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

CEMETERY EXPANSION

BEAUFORT NATIONAL CEMETERY

831CM3016

March 8, 2024

Bid Documents

NOTES

GallowayUS.com

5500 Greenwood Plaza Blvd., Suite 200 Greenwood Village, CO 80111

303.770.8884 CE-203

EROSION & SEDIMENT

CONTROL PLAN - STAGE 2

0 5 10 20 30

CMWJ BLB03/07/2024

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AutoCAD SHX Text STAGE 2 SEQUENCE OF CONSTRUCTION 1. ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ADJUST SEDIMENT TUBE, AND ROCK SOCKS, AS NECESSARY TO ACCOMMODATE FINAL SITE GRADING. RESET TP FENCE AT INDICATED LOCATIONS. 2. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. CONSTRUCT SITE UTILITIES, CURB AND GUTTER, AND PAVEMENT. 3. SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE SECURE INLET PROTECTION TUBES WITH SAND BAGS ONCE ADJACENT CONCRETE IS COMPLETE. 4. REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION REMOVE VEHICLE TRACKING CONTROL AND CONSTRUCTION ENTRANCE, COMPLETE SITE STABILIZATION AND SITE RESTORATION. SEE LP-PLANS FOR DETAILS. 5. AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND AFTER ACHIEVING FINAL STABILIZATION, REMOVE EROSION AND SEDIMENT CONTROLS, AS APPROVED BY THE COR.

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1. PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE PLACE SEDIMENT TUBE AROUND THE BASE OF THE SOIL STOCKPILE ONCE LOCATION AND SIZE HAS BEEN ESTABLISHED AND APPROVED. 2. CONFORM INSTALLATION AND MAINTENANCE OF EROSION CONTROL INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES TO ALL APPLICABLE STANDARDS AS MANDATED BY THE STATE OF SOUTH CAROLINA AND THE SPECIFICATIONS. 3.

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