09_CD101_DEMO-PLAN.pdf

PDF 2 MB Posted Aug 1, 2024

Attached to: Y1PZ--CONS Natchez NC Expansion/Demo Mx Fac/Roads (866CN3029/866CM3030) (VA-23-00072411)
Solicitation number: 36C78624B0041
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Aug 1, 2024

This document is a Demolition Plan for the Natchez National Cemetery Burial Expansion Project. It outlines the existing conditions at the site and details the demolition and removal work required, including removal of pavement, curbs, storm sewer lines, signage, utilities, and burial markers. The project is part of the larger Natchez National Cemetery Expansion (Solicitation #36C78624B0041) being procured by the Department of Veterans Affairs National Cemetery Administration. Key details include:

The demolition work is limited to a defined Limit of Development area and requires coordination to maintain access to existing facilities. Existing utilities, structures, and roadways must be protected during demolition. No equipment over 12,000 lb axle load is permitted over the existing crypts. All removed materials must be disposed of or recycled off-site in a safe and legal manner. The Demolition Plan references related drawings for sequencing, erosion control, and other site preparation requirements.

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Other files

File	Type	Posted
36C78624B0041 0004.docx	DOCX document	Aug 8, 2024
18_CS105_SIGNAGE-PLAN.pdf	PDF	Aug 1, 2024
36C78624B0041 0003.docx	DOCX document	Aug 1, 2024
S05_Vendor Questions AMENDMENT-0002 Q-A.pdf	PDF	Jul 31, 2024
36C78624B0041 0002.docx	DOCX document	Jul 31, 2024
36C78624B0041 0001.docx	DOCX document	Jul 8, 2024
S02_Attachment 1_SOW 866CM3029 Demolition and Road Repair.pdf	PDF	Jul 3, 2024
36C78624B0041.docx	DOCX document	Jul 3, 2024
S02_Attachment 2_SOW 866CM3030 Burial Expansion.pdf	PDF	Jul 3, 2024
S02_Attachment 5_866CM3030 NNC Burial-Expansion Drawings-2.pdf	PDF	Jul 3, 2024
S02_Attachment 3_866CM3029_NNC_Demo-Road-Drawings.pdf	PDF	Jul 3, 2024
S02_Attachment 9_WD_MS20240078.pdf	PDF	Jul 3, 2024
S02_Attachment 6_866CM3030 NNC Burial-Expansion Drawings-3.pdf	PDF	Jul 3, 2024
S02_Attachment 10_IFB Contractor Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Jul 3, 2024
S02_Attachment 7_866CM3029-866CM3030_NNC_Specifications.pdf	PDF	Jul 3, 2024
S02_Attachment 4_866CM3030 NNC Burial-Expansion Drawings-1.pdf	PDF	Jul 3, 2024
S02_Attachment 8_WD_MS20240071.pdf	PDF	Jul 3, 2024

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M S

STRM

Trash Recepticle w/ Water Hydrant

Flagpole

SAN

Sec T

Sec S

Sec R

Sec R Sec W

Sec W

Sec U

Sec V

Sec U

Grid Mon

Grid Mon Grid Mon

Grid Mon

Grid Mon Grid Mon

Grid Mon

ICV

ICVICV

ICV

Side Walk

Side W alk

5" TREE

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

M S

STRM

Trash Recepticle w/ Water Hydrant

Flagpole

SAN

Sec T

Sec S

Sec R

Sec R Sec W

Sec W

Sec U

Sec V

Sec U

Grid Mon

Grid Mon Grid Mon

Grid Mon

Grid Mon Grid Mon

Grid Mon

ICV

ICVICV

ICV

Side Walk

Side W alk

5" TREE

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

CEM

ETERY RO

EXISTING

P.I.C. / PUBLIC RESTROOMS /

MAINTENANCE BUILDING

EXISTING BURIAL SECTION

'S' - PRE-PLACED CRYPTS TO

REMAIN AND BE PROTECTED

EXISTING BURIAL SECTION

'T' - PRE-PLACED CRYPTS TO

REMAIN AND BE PROTECTED

EXISTING BURIAL

SECTION 'U' -

PRE-PLACED

CRYPTS TO

REMAIN AND BE

PROTECTED

EXISTING BURIAL

SECTION 'V' - PRE-PLACED

CRYPTS TO REMAIN AND

BE PROTECTED

EXISTING BURIAL SECTION

'W' - IN-GROUND CREMAINS

TO REMAIN AND BE

PROTECTED

EXISTING BURIAL

SECTION 'R' -

TRADITIONAL

CASKET BURIALS TO

REMAIN AND BE

PROTECTED

REMOVE AND DISPOSE OF

EXISTING 'RESTROOMS' SIGN IN

ITS ENTIRETY, TYP.

REMOVE AND DISPOSE OF EXISTING

DIRECTIONAL SIGN IN ITS ENTIRETY,

TYP.

REMOVE AND DISPOSE OF

EXISTING 'DO NOT ENTER'

REMOVE AND DISPOSE OF EXISTING

'KEEP RIGHT' SIGN IN ITS ENTIRETY, TYP.

REMOVE AND DISPOSE OF

EXISTING SPEED LIMIT

NATCHEZ

NATIONAL

CEMETERY

(WEST)

ENTRANCE

NATCHEZ

NATIONAL

CEMETERY

(EAST)

ENTRANCE

EXISTING HANDRAIL

TO REMAIN AND BE

PROTECTED, TYP.

EXISTING RETAINING WALL

INSTALLED AS PART OF

THE USACE SLOPE

STABILIZATION PROJECT

REMOVE AND DISPOSE OF EXISTING

1-1/2" DOMESTIC WATER LINE FROM

EXISTING VALVE BOX, TYP.

CUT AND CAP EXISTING UNDERGROUND

ELECTRIC LINE, TYP.; REMOVE AND DISPOSE OF

UNUSED LINE; REMOVE WIRING CONNECTION AT

PANEL IN BUILDING; CONTRACTOR TO CONFIRM

WHETHER THIS WAS COMPLETED AS PART OF

THE PRIOR US ACE PROJECT

EXISTING CHAIN LINK

PERIMETER FENCE TO

REMAIN, TYP.

EXISTING 24" PVC

STORM SEWER LINE

TO REMAIN, TYP.

EXISTING CURB INLET TOP

AND MID SECTION TO BE

REMOVED, TYP.

EXISTING 18" CONCRETE STORM

SEWER LINE TO REMAIN, TYP.

EXISTING DECORATIVE PERIMETER FENCE

TO REMAIN AND BE PROTECTED, TYP.

EXISTING RETAINING WALL TO

REMAIN AND BE PROTECTED, TYP.

EXISTING PROPERTY LINE,

TYP.

REMOVE AND DISPOSE OF EXISTING

WHEEL STOPS WITHIN LOD, TYP.

EXISTING 8" PVC UNDER

DRAIN TO REMAIN, TYP.

EXISTING 18" PVC STORM

SEWER LINE TO REMAIN, TYP.

REMOVE AND DISPOSE OF EXISTING

18" CONCRETE STORM SEWER LINE

AND ASSOCIATED CURB INLETS, TYP.

REMOVE AND DISPOSE OF

EXISTING FLAGPOLE SLEEVE, TYP.

EXISTING GRANITE SECTION

MARKER TO REMAIN, TYP.

REMOVE AND DISPOSE

OF EXISTING FLOWER

WATERING STATION, TYP.

EXISTING STORM OUTFALL TO

ROADSIDE CONCRETE GUTTER

SYSTEM TO REMAIN, TYP.

FORMER COMMITTAL

SERVICE SHELTER LOCATION

EXISTING

ASPHALT

ROADWAY,

TYP.

REMOVE AND DISPOSE OF

EXISTING CEMETERY

REGULATIONS SIGN IN ITS

ENTIRETY, TYP.

EXISTING 6" SANITARY

SEWER LINE TO REMAIN, TYP.

REMOVE AND RELOCATE

GRANITE SECTION

MARKER (CIRCLED), TYP.

REMOVE AND RELOCATE GRANITE

SECTION MARKER (CIRCLED), TYP.

FULL-DEPTH PAVEMENT REMOVAL,

TYP.; INCLUDES REMOVAL OF

ASPHALT AND CONCRETE

PAVEMENTS AS WELL AS

CONCRETE CURB AND GUTTERS;

DISPOSE OF MATERIAL OFF-SITE

SAWCUT EXISTING PAVEMENT

FULL-DEPTH TO PROVIDE SMOOTH

AND FLUSH CONDITION TO NEW

ADJACENT PAVEMENT, TYP.

SAWCUT EXISTING PAVEMENT

FULL-DEPTH TO PROVIDE SMOOTH

AND FLUSH CONDITION TO NEW

ADJACENT PAVEMENT, TYP.

REMOVE EXISTING TREE, TYP.;

INCLUDES STUMP REMOVAL

REMOVE AND RELOCATE

GRANITE SECTION MARKER, TYP.

REMOVE AND DISPOSE OF

EXISTING BURIAL GRID

MONUMENT (CIRCLED), TYP.;

PRIOR TO REMOVAL

CONTRACTOR TO RECORD

COORDINATES OF EXISTING

MONUMENT CROSSHAIRS

FOR LOCATING

REPLACEMENT MONUMENTS

REMOVE AND DISPOSE

OF EXISTING FLOWER

WATERING STATION, TYP.

REMOVE AND DISPOSE OF EXISTING BURIAL GRID

MONUMENT (CIRCLED), TYP.; PRIOR TO REMOVAL

CONTRACTOR TO RECORD COORDINATES OF

EXISTING MONUMENT CROSSHAIRS FOR LOCATING

REPLACEMENT MONUMENTS

REMOVE AND DISPOSE OF

EXISTING BURIAL GRID

MONUMENT (CIRCLED), TYP.;

PRIOR TO REMOVAL CONTRACTOR

TO RECORD COORDINATES OF

EXISTING MONUMENT

CROSSHAIRS FOR LOCATING

REPLACEMENT MONUMENTS

EXISTING GRANITE SECTION

MARKER TO REMAIN, TYP.

EXISTING BURIAL GRID

MONUMENT TO REMAIN, TYP.

REMOVE AND DISPOSE OF

EXISTING CURB INLET

EXISTING CONC.

ROLLED CURB

AND GUTTER, TYP.

EXISTING P.O.W./M.I.A. FLAGPOLE TO

REMAIN AND BE PROTECTED, TYP.

STRM

Trash Recepticle w/ Water Hydrant

Flagpole

SAN

Sec T

Sec S

Sec R

Sec R Sec W

Sec W

Sec U

Sec V

Sec U

Grid Mon

Grid Mon Grid Mon

Grid Mon

Grid Mon Grid Mon

Grid Mon

ICV

ICVICV

ICV

Side Walk

Side W alk

5" TREE

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

Headstone Headstone

Headstone

REMOVE EXISTING CLEANOUT

AND RECONFIGURE PIPE

CONNECTIONS TO PROVIDE

NEW CLEANOUT AND

DRAINAGE FOR NEW FLOWER

WATER STATION, TYP.; SEE

CG102 FOR MORE

INFORMATION

EXISTING UNDERGROUND FIBER

OPTIC CABLE TO REMAIN, TYP.

EXISTING UNDERGROUND

FIBER OPTIC CABLE TO

REMAIN, TYP.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

ADAMS COUNTY, MISSISSIPPI

866CM3030

MARCH 7, 2023 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

NATCHEZ NATIONAL CEMETERY

BURIAL EXPANSION PROJECT

Fil e P ath

J-2

2\2

\20

\86

6C M3

-P

The LA Group

(518) 587-8100

AQUA ENGINEERING

(970) 229-9668

AES Group

(303) 841-3922

CB DESIGN GROUP

(888) 585-2234 INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRITY FEDERA

SERV I CES

Scope Revision & Clarification 6/7/2024

DEMOLITION PLAN - WEST

CD101

10 5 10 15 2020 0

Scale: 1" = 20'

LEGEND

EXISTING WATER LINE

PROPERTY LINE

EXISTING UNDERGROUND ELECTRIC

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING TELECOM LINE

EXISTING GAS LINE

EXISTING CHAIN LINK PERIMETER FENCE

EXISTING DECORATIVE PERIMETER FENCE

EXISTING HANDRAIL

EXISTING UNDER DRAIN LINE

GENERAL NOTES

1. EXISTING CONDITIONS ILLUSTRATED COMPILED FROM .DWG NATCHEZ NATIONL CEMETERY BURIAL EXPANSION SURVEY PERFORMED BY PRAIRIE

ENGINEERS (DECEMBER 2022), .DWG PHASE II BURIAL EXPANSION AS-CONSTRUCTED DRAWINGS (FEB 2006), AND .PDF 95% BLUFF STABILIZATION DRAWING (JUN 2018) PROVIDED BY THE VA. IT IS ANTICIPATED THAT AN EXISTING CONDITIONS SURVEY FOR THE WESTERN PROPERTY WILL BE

COMPLETED FOLLOWING COMPLETION OF THE BLUFF STABILIZATION PROJECT.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE ACTUAL FIELD CONDITIONS TO THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR FURTHER INSTRUCTION.

3. THE LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC ONLY. THE ABSENCE OF ANY UTILITY ITEMS DEPICTED IN THIS DRAWING DOES NOT INDICATE THAT THEY DO NOT EXIST. PRIOR TO COMMENCING ANY EXCAVATION WORK, THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME

THE RESPONSIBILITY OF THE CONTRACTOR.

4. SEE IRRIGATION PLANS FOR INFORMATION REGARDING DEMOLITION AND REMOVALS OF EXISTING IRRIGATION INFRASTRUCTURE.

5. LIMIT OF DEVELOPMENT LINE IS NOTED ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND

OUTSIDE OF THE CONTRACT LIMIT LINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL MEET LINE AND GRADE OF EXISTING CONDITIONS AT LIMIT OF DEVELOPMENT LINE. IF NO LIMIT OF WORK IS SHOWN, THE PROPERTY LINE SHALL BE THE LIMIT OF WORK.

6. ATTENTION IS DIRECTED TO DRAWING GC100 AND GC101, SEQUENCING PLAN - WEST FOR REQUIRED SEQUENCING OF MAJOR ELEMENTS OF THIS

PROJECT.

7. CONTRACTOR SHALL EMPLOY SPECIAL CARE IN SCHEDULING CONSTRUCTION SO AS TO MAINTAIN VEHICULAR ACCESS TO THE P.I.C./PUBLIC RESTROOMS/MAINTENANCE BUILDING FOR STAFF AND VISITORS ALIKE . CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF

PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMIT OF WORK LINE.

8. STORAGE AREAS FOR THE GENERAL CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE LOCATED WITHIN THE LIMITS OF WORK AS SHOWN

ON THE PLANS OR AS APPROVED BY THE COR.

9. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR A COMPLETE UNDERSTANDING OF THE WORK, OR SHALL ANY ERROR APPEAR IN THE VARIOUS INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE COR, AND IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, HE

SHALL AND WILL MAKE GOOD OF ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY.

10. CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION.

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH

OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE

CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE.

2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL NOTES AND UTILITY LOCATING

SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN

THE SITE HAVE BEEN IDENTIFIED AND LOCATED.

3. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING

ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.

4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF

UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.

1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK

DUE TO THEIR CONTRACT OPERATIONS.

2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. ALL SERVICE DISRUPTIONS SHALL BE

COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) IN ADVANCE AND

SHALL BE KEPT TO A MINIMUM TO THE EXTENT POSSIBLE.

3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,

DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION

OF THE NATIONAL MUTCD TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND

PROPERTY FROM DAMAGE.

4. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF

THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND

PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.

5. NO EQUIPMENT OVER THE EXISTING CRYPTS SHOULD EXCEED 12,000 LB. AXLE LOAD / 6,000 LB.

WHEEL LOAD, WHICH INCLUDES COMPACTING EQUIPMENT. NO VIBRATORY COMPACTING

EQUIPMENT SHALL BE ALLOWED OVER OR ALONGSIDE CRYPTS UNLESS IMPACT LOADS ARE

SHOWN NOT TO EXCEED 12,000 LB. AXLE LOAD.

6. DO NOT STORE OR STOCKPILE ANY STONE, SAND, BACKFILL, CRYPTS OR OTHER MATERIAL

OVER 4-FEET HIGH WITHIN 10 YARDS OF INSTALLED CRYPTS.

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE COR ON ALL

MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF

MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL

MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER

APPLICABLE REGULATIONS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS EFFORTS OF DEMOLITION,

REMOVALS AND OR RELOCATION WORK WITH ALL TRADES, IF APPLICABLE. CONSULT ALL

DRAWINGS AND SPECIFICATIONS FOR COORDINATION REQUIREMENTS BEFORE COMMENCING

CONSTRUCTION.

3. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE

MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED.

4. EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED

AND STORED AS DIRECTED BY THE COR.

SITE PREPARATION NOTES:

PROTECTION NOTES:

REMOVALS NOTES:

UTILITY REMOVAL & DISPOSAL

EXISTING FLAGPOLE SLEEVES REMOVAL

& DISPOSAL

FULL-DEPTH PAVEMENT REMOVAL & DISPOSAL

KEY MAP

NATCHEZ

NATIONAL

CEMETERY

(WEST)

MARBLESTONE ROAD

NATCHEZ

NATIONAL

CEMETERY

(EAST)

LIMIT OF DEVELOPMENT LINE

DLM JDS

EXISTING WHEEL STOP REMOVAL & DISPOSAL

TREE REMOVAL

JStilan Oval

JStilan Callout

EXISTING SECTION MARKER TO BE RELOCATED

Sheets and Views

CD101_30x42

File details come from the government source that posted it. Updated Aug 1, 2024.