04 40 10 08 Revd Stone Caps at Ossuary AE rvw NET.pdf

PDF 2 MB Posted Aug 14, 2025

Attached to: Y1JZ--NCOTA 3B Completion Project
Solicitation number: 36C10F25B0002
Issued by: Department of Veterans Affairs Office of Construction and Facilities Management

About this file

Written by GovTribe AI · Aug 14, 2025

This document is a submittal review package for the National Cemetery of the Alleghenies – Phase III Development project, specifically focusing on cut stone assemblies for limestone caps. The submittal (No. 04 40 10-08) involves shop drawings for stone caps, with revisions related to the deletion of an ossuary, prepared by 3D Stone, Inc. for C&C Contractors. Integrity Federal Services and The LA Group have reviewed the submittal, with LA Group noting that the shop drawings appear to be in accordance with design intent and dimensions shown in ASI-028 revisions.

Key details include the project being located in Washington County, Pennsylvania, with a contract number 36C10F19C0002 and VA Project Number 925CM2006. The stone specifications indicate Standard Gray limestone with a smooth finish, cut to precise dimensions (length: 50.938-54.813 inches, width: 27.500-27.563 inches, height: 7.125 inches). The contractor is advised to verify field conditions of concrete work and ensure no variances are required for installing limestone caps and cable barrier railing system, with any necessary variations to be submitted for review and approval at no additional cost to the owner.

View the file

Other files

File	Type	Posted
36C10F25B0002 0009.docx	DOCX document	Sep 11, 2025
Updated Wage Determination PA20250104.pdf	PDF	Aug 26, 2025
36C10F25B0002 0008.docx	DOCX document	Aug 26, 2025
36C10F25B0002 0007.docx	DOCX document	Aug 25, 2025
BMP Chapter 6-7-3.pdf	PDF	Aug 25, 2025
RFI SUBMISSION LOG 8 04 - final 25 Aug 25.pdf	PDF	Aug 25, 2025
Pages from 10 14 00.1.R2 Exterior Signage.pdf	PDF	Aug 20, 2025
SI-009 R02 Directional Signage - 8.20.2020.pdf	PDF	Aug 20, 2025
Store Front Shop Drawing.pdf	PDF	Aug 20, 2025
RFI SUBMISSION LOG 8 04 - FINAL.pdf	PDF	Aug 20, 2025
SI-002 SIGN POST Final 20200401.pdf	PDF	Aug 20, 2025
SI-001 FWS DETAIL.pdf	PDF	Aug 20, 2025
Joint Sealant- Product Data and Color Chart.pdf	PDF	Aug 20, 2025
36C10F25B0002 0006.docx	DOCX document	Aug 20, 2025
36C10F25B0002 0005.docx	DOCX document	Aug 14, 2025
RFIs and Govt responses.pdf	PDF	Aug 14, 2025
NCOTA 3B Temporary EandS measures left in place.pdf	PDF	Aug 14, 2025
04 40 10 01R1 Stone Caps Submittal Revised RE Response 20200531.pdf	PDF	Aug 14, 2025
04 40 10 01R1 Stone Caps AE rvw AN.pdf	PDF	Aug 14, 2025
36C10F25B0002 0004.docx	DOCX document	Aug 11, 2025
05 52 00-03 SS Handrail PD - AE rvw AN.pdf	PDF	Aug 7, 2025
RFI Submission Log - 7.28.2025 - final.pdf	PDF	Aug 7, 2025
36C10F25B0002 0003.docx	DOCX document	Aug 7, 2025
05 52 00.4 New handrail sections with slip joints.pdf	PDF	Aug 7, 2025
Submittal 05 52 00-1.1 Handrails.pdf	PDF	Aug 7, 2025
40.1736-C-Infiltration-Letter.pdf	PDF	Aug 7, 2025
36C10F25B0002 0002.docx	DOCX document	Jul 31, 2025
Sign in sheet.pdf	PDF	Jul 25, 2025
S06 - Pre-Proposal Conference slides NCOTA 3B.pdf	PDF	Jul 25, 2025
36C10F25B0002 0001.docx	DOCX document	Jul 25, 2025
Appendix B5 - Pre-Product Data.pdf	PDF	Jul 7, 2025
Appendix D - Contract B- Caps to be Replaced Revised.pdf	PDF	Jul 7, 2025
Appendix B7 - Fire Detection and alarm Cable.pdf	PDF	Jul 7, 2025
Appendix B8 - Fire Detection and Alarm Submittal RE Response.pdf	PDF	Jul 7, 2025
Appendix G - Electrical MR ref dwg.pdf	PDF	Jul 7, 2025
Appendix B4 - Pre-Product Data.pdf	PDF	Jul 7, 2025
Appendix N - Section 14 Grid Markers.pdf	PDF	Jul 7, 2025
Appendix J - Sect C8-C10 Grid Markers.pdf	PDF	Jul 7, 2025
Appendix M - Section 12 Grid Markers.pdf	PDF	Jul 7, 2025
Appendix A - FWS and Storm Structures.pdf	PDF	Jul 7, 2025
Appendix B2 - Video Surv. Product info.pdf	PDF	Jul 7, 2025
Appendix I - Niche Touch-up Locations.pdf	PDF	Jul 7, 2025
Appendix F - Cracked Mortar- Columbarium B.pdf	PDF	Jul 7, 2025
Appendix B3 - Video Surveillance Cable.pdf	PDF	Jul 7, 2025
Appendix L - Section 11 Grid Markers.pdf	PDF	Jul 7, 2025
Appendix O - NCOTA PH3B Areas for Joint Sealant.pdf	PDF	Jul 7, 2025
Appendix K - Section 9 Grid Markers.pdf	PDF	Jul 7, 2025
Appendix B1 - Video Surv. Product info.pdf	PDF	Jul 7, 2025
Appendix H - Cracked Mortar- Columbarium D.pdf	PDF	Jul 7, 2025
Appendix N1 - INFILTRATION BERM.pdf	PDF	Jul 7, 2025

Show 40 more

Latest 50 of 63 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

Civil Engineering I Landscape Architecture I Planning

148 South Queen Street, Suite 201, Martinsburg, WV 25401 304-725-8456 Service-Disabled Veteran-Owned Small Business

Date: May 16, 2023 VA Project: National Cemetery of the Alleghenies – Phase III Development VA Project #: 925CM2006

Submittal #: 04 40 10-08 Specification Section: 04 40 10 Para 1.3.D.2 Description: Cut Stone Assemblies -Limestone Caps – Ossuary Revision

This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittals during this review do not relieve the CONTRACTOR from compliance with the requirements of the plans and specifications.

Integrity Federal Services, Inc.

☐ Reviewed for VA Approval ☒ For VA Approval as Noted

Revise and Resubmit ☐ Rejected

Signature:

Date: _May 16, 2023___________

Comments:

1. See comments from LA Group on following page.

SUBMITTAL REVIEW

TO: Jason Gerhart, of Gordon For distribution via Procore For distribution via e-mail

FROM: Jonathan D. Stilan, PLA Associate Landscape Architect The LA Group

DATE: May 16, 2023

PROJECT: National Cemetery of the Alleghenies – Phase 3 Development

SUBMITTAL NO.: 04 40 10 – 08

PARAGRAPH: 1.3.D.2

Submittal Product Items Noted Below:

Revised Shop Drawings (ASI-028) – No Exceptions Taken.

The submitted shop drawings appear to be in accordance with the design intent and dimensions shown in the ASI-028 revisions.

The Contractor shall verify field conditions of the associated concrete work to ensure that no variances are required to install the limestone caps and subsequent cable barrier railing system as currently designed.

Any variances required shall be submitted for review and approval prior to installation and shall be made at no additional expense to the owner.

G:\Proj-2017\2017087_NCOTA_Masterplan_&_Phase_3_Expansion\2017087Admin-Construction\08Submittals\04 40 10\04 40 10-08\04 40 10-

08_LAG Response_2023-05-16.docx

LA GROUP REVIEW

RESPONSE

REQUIRED OF

CONTRACTOR

No Exceptions Taken

Recommend Rejection

Resubmittal Not Required

Make Corrections / Clarifications Noted

Comments Attached

Resubmit in Entirety

☐ Revisions Needed ☐ Recommend Approval

Revise and Submit Noted Items

Submit Specified Items(s)

This review is only for general conformance with the design concept of this project and general compliance with the information given in the contract documents, based on the information provided by the Contractor. Corrections or comments made on the shop drawings during the review do not relieve the Contractor from compliance with the project drawings and specifications. The Contractor remains responsible for all details and accuracy for confirming and correcting all quantities and dimensions, for selecting fabrication processes and techniques of construction, for coordinating work with all trades, and for performing all work in a safe and satisfactory manner.

By:

Jonathan D. Stilan, PLA

Date:

16-05-2023

C&C Contractors 209 Lyons Street Notasulga, Alabama 36866 P: +13342574307

Project: 1901 1901 Alleghenies Major 2018 1158 Morgan Rd

Bridgeville, Pennsylvania 15017

Submittal #04 40 10-8.0 - 04 40 10-8 Limestone Caps - Ossuary Revision 04 40 10 - Cut Stone Assemblies

Revision 0 Submittal Manager Jim Costner (C&C Contractors, LLC)

Status Open Date Created May 10, 2023

Issue Date May 10, 2023 Spec Section 04 40 10 - Cut Stone Assemblies

Responsible Contractor

3D Stone, Inc Received From Logan Sylvester (3D Stone, Inc)

Received Date May 10, 2023 Submit By May 10, 2023

Final Due Date May 25, 2023 Lead Time

Cost Code

Location Columbarium Type Shop Drawing

Approvers Joyce Johnson (Department of Veterans Affairs), Jim Costner (C&C Contractors, LLC)

Ball in Court Joyce Johnson (Department of Veterans Affairs)

Distribution Tom Koerting (B & R Group Inc), Jason Gerhart (Gordon), Robert Meyer (C&C Contractors, LLC), Jim Costner (C&C Contractors, LLC), Daniel Davidson (C&C Contractors, LLC), Ryan Perks (Gordon), Paul Crowe (Vali Cooper International, LLC), Kimberly Giles (Department of Veterans Affairs)

Description 04 40 10-8 Cut stone assemblies - shop drawings for stone caps per ASI-028 Deletion of Ossuary.

Submittal Workflow

Name Sent Date Due Date Returned Date Response Attachments

General Information Attachments

NCOTA 04 40 10-8 Submittal.pdf

Joyce Johnson May 10, 2023 May 24, 2023 Pending

Jim Costner May 25, 2023 Pending

C&C Contractors Page 1 of 1 Printed On: May 12, 2023 04:29 PM EDT https://app.procore.com/743331/project/submittal_logs/document_downloader?attachment_id=3991813477&item_id=46398488&item_type=SubmittalLog&project_id=743331&source=coversheet

SUBMITTAL TRANSMITTAL

SN: 04 40 10-8

Sheet: 1 of 5

DEPARTMENT OF

VETERANS AFFAIRS

PROJECT: National Cemetery of the Alleghenies- Phase 3 Development

CONTRACT NO: 36C10F19C0002

Obligation No. 925CM20006

Pkg.

No.

Date:

5/10/2023

Contractor: Proactive Safety Measures Supplier: VA ACTION

Ite m

N o.

Specification Section No.:

04 40 10 Registered Submittal No.:

04 40 10-8 Pa ra gr ap h

Description of Item (Size, Type, Name, Manufacturer, Use, etc.) N o.

o f C op ie s o f

C op ie s

R et ur ne d

Ap pr ov ed

Ap pr w ith ot at io ns

D is ap pr

R es ub m it

Submittals: Shop Drawings 1 1.3.D.2 Cut stone assemblies-shop drawings (ASI-028) Contractor Signature:

Daniel Davidson

Recommended By:

Title, Date: Project Manager / General Superintendent 5/10/2023

Title: Date:

I hereby certify that this submittal has been reviewed for accuracy, completeness, and compliance with contract requirements per the General Provisions (FAR 52.236-21) A/E/Sub:

Review Comments:

Action By:

Date:

Contracting Officer’s Representative

Approval of this submittal is subject to the provisions of the contract drawings and specifications. This action is for general concurrence only and the Government is not responsible for errors or omissions.

SUBMITTAL LOG DATES: From contractor (_________), To reviewer (_________), From reviewer (_________), To contractor (_________), DSC-1(CS) Rev.

Distribution: ( ) Contractor ( ) DSC File ( ) COR ( ) A/E ( ) DSC Interim ( ) COR Interim ( ) Contractor Interim 11/95

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

VA FORM 08 - 6231

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

WASHINGTON COUNTY, PENNSYLVANIA

MAY 25, 2018

Gordon 148 S. Queen Street, Suite 201

Martinsburg, WV 25401 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Dwg. of 164

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CONSTRUCTION DOCUMENTS 2 SUBMISSION

NATIONAL CEMETERY

OF THE ALLEGHENIES

PHASE III DEVELOPMENT

PACKAGE "A"

925PC2006BID DOCUMENTSThe LA Group

(518) 587-8100

Kovach Design Solutions LLC.

(717) 491-1806

Davidson Brown, Inc.

(757) 369-8403 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

Modjeski and Masters, Inc.

(717) 790-9565

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

DLM JDB

CI750

CAP LOCATION PLAN

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text K

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text Q

AutoCAD SHX Text K

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text K

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text K

AutoCAD SHX Text V

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text Y

AutoCAD SHX Text Z

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text K

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text Q

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text Z

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text K

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text G

AutoCAD SHX Text

AAB

AutoCAD SHX Text

AAA

AutoCAD SHX Text

CAP LOCATION PLAN - COLUMBARIUM D

AutoCAD SHX Text

SCALE: 3/32" = 1'-0"

AutoCAD SHX Text

CAP LOCATION PLAN - COLUMBARIUM B

AutoCAD SHX Text

SCALE: 3/32" = 1'-0"

AutoCAD SHX Text NOTES: : FOR CAP PLAN ENLARGEMENTS SEE DRAWINGS CI751-CI757 FOR CAP PLACEMENT SEE DETAIL SECTIONS AND CAP SETTING DETAILS 1/L711, 2/L711, 3/L711, & 4/L711 DIMENSIONS SHOWN ON CAP PLAN ENLARGEMENTS ARE BASED ON PIERS AND WALLS CONSTRUCTED WITHIN ±1/16"TOLERANCES. ENSURE INSTALLED CAP DIMENSIONS MAINTAIN 3/8" SEALANT JOINT WITH BACKER ROD BETWEEN CAPS.

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

ASI #28 - OSSUARY REDESIGN

AutoCAD SHX Text 1/30/23

AutoCAD SHX Text

1" 1 2"

4'-41 2" 11

"11

4'-613

[54.813]

1'-11 2" 1'-11

[7.125]

2'-21 4"

R2"

2'-3 9

[27.563]

2'-3"

2" CLEAN

+DRIP

BOTH SIDES

R52'-0 12"

R54'-3 12"

2'-3"

\A ct iv e Jo bs \3

Al le gh en ie s

Na tio na l C em et er y\

Ti ck et s\

.d w g

BED:

WIDTH: HEIGHT:

FACE:SECTION:

NAME:JOB #

FINISH:STONE:

NET CF/PC GROSS CF/PCMARK PR

T M

G R

O C

[INCHES] [INCHES]LENGTH: [INCHES]

CUT TOLERANCE: ± 1/16"

DRAWING NOTES:

DO NOT SCALE DRAWINGS - DIMENSIONS AND

VIEW PLANES ARE ADJUSTED FOR CLARITY

PURPOSES. PROVIDED SECTION PATTERNS

SUPERSEDE ALL DIMENSIONS SHOWN.

T:\Drafting\3D Stone_Mill Ticket_Temp Rev 2

3999 Alleghenies National Cemetery Standard Gray Smooth

Pr oj ec t M gr . T

BUR

10+2

54.813 27.563 7.125 5.61 6.22

#6 CO2

DRIP DETAIL

SECTION

N : C

5/ 9/

G E

4" Ø HOLE THROUGH STONE

1'-11 2" 1'-11

[7.125]

2" CLEAN

+DRIP

BOTH SIDES

4'-013

4'-215

[50.938]

2'-31 2"

[27.5]

1 1

2'-3"

R52'-0 12"

R54'-3 12"

2'-3"

1'-11 1

1 1

Ø4"

\A ct iv e Jo bs \3

Al le gh en ie s

Na tio na l C em et er y\

Ti ck et s\

.d w g

BED:

WIDTH: HEIGHT:

FACE:SECTION:

NAME:JOB #

FINISH:STONE:

NET CF/PC GROSS CF/PCMARK PR

T M

G R

O C

[INCHES] [INCHES]LENGTH: [INCHES]

CUT TOLERANCE: ± 1/16"

DRAWING NOTES:

DO NOT SCALE DRAWINGS - DIMENSIONS AND

VIEW PLANES ARE ADJUSTED FOR CLARITY

PURPOSES. PROVIDED SECTION PATTERNS

SUPERSEDE ALL DIMENSIONS SHOWN.

T:\Drafting\3D Stone_Mill Ticket_Temp Rev 2

3999 Alleghenies National Cemetery Standard Gray Smooth

Pr oj ec t M gr . T

BVR

50.938 27.500 7.125 5.22 5.79

#6 CO2

DRIP DETAIL

SECTION

4" Ø HOLE THROUGH STONE

N : C

5/ 9/

G E

1'-11 2" 1'-11

[7.125]

2" CLEAN

+DRIP

BOTH SIDES

4'-013

4'-215

[50.938]

1 1

2'-3"

R52'-0 12"

R54'-3 12"

2'-3"

1'-11 1

1 1

Ø4"

2'-31 2"

[27.5]

\A ct iv e Jo bs \3

Al le gh en ie s

Na tio na l C em et er y\

Ti ck et s\

.d w g

BED:

WIDTH: HEIGHT:

FACE:SECTION:

NAME:JOB #

FINISH:STONE:

NET CF/PC GROSS CF/PCMARK PR

T M

G R

O C

[INCHES] [INCHES]LENGTH: [INCHES]

CUT TOLERANCE: ± 1/16"

DRAWING NOTES:

DO NOT SCALE DRAWINGS - DIMENSIONS AND

VIEW PLANES ARE ADJUSTED FOR CLARITY

PURPOSES. PROVIDED SECTION PATTERNS

SUPERSEDE ALL DIMENSIONS SHOWN.

T:\Drafting\3D Stone_Mill Ticket_Temp Rev 2

3999 Alleghenies National Cemetery Standard Gray Smooth

CDR

50.938 27.500 7.125 5.22 5.79

#6 #10R

DRIP DETAIL

SECTION

4" Ø HOLE THROUGH STONE

N : C

5/ 9/

G E

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