S02 Perimeter Fence Drawings.pdf

PDF 34 MB Posted Jan 3, 2024

Attached to: 5660--523A5-24-012 Upgrade Perimeter Fencing
Solicitation number: 36C24124B0026
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1

About this file

Written by GovTribe AI · Jan 3, 2024

This document provides details for a federal solicitation to upgrade perimeter fencing at a Veterans Affairs Medical Center facility. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 1 is soliciting bids under solicitation number 36C24124B0026 for project 523A5-24-012 to upgrade the perimeter fencing at the VA Medical Center Brockton located at 940 Belmont Street in Brockton, Massachusetts. Interested vendors should review the instructions to submit bids for providing perimeter fencing upgrade services at this VA facility by the response deadline.

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Other files

File	Type	Posted
36C24124B0026 0004.docx	DOCX document	Jan 29, 2024
36C24124B0026 0003.docx	DOCX document	Jan 25, 2024
WD MA20240008 Effective 01192024.pdf	PDF	Jan 25, 2024
36C24124B0026 Solicitation revised Amendment 2.pdf	PDF	Jan 9, 2024
36C24124B0026 0002.docx	DOCX document	Jan 9, 2024
S02 WD MA20240008 Effective 01052024.pdf	PDF	Jan 9, 2024
36C24124B0026 0001.docx	DOCX document	Jan 4, 2024
S02 Trenching Permit - Fillable - .pdf	PDF	Jan 3, 2024
36C24124B0026 Solicitation.docx	DOCX document	Jan 3, 2024
S02 523A5-24-012 SOW and Specifications.pdf	PDF	Jan 3, 2024
S02 523A5-24-012 PCRA Signed - .pdf	PDF	Jan 3, 2024
S02 Sole Source Justification - Ameristar Fence PL - .pdf	PDF	Jan 3, 2024
S02 Site Visit Map.pdf	PDF	Jan 3, 2024
S02 WD MA20230008 12-08-2023.pdf	PDF	Jan 3, 2024

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"As-Built" Construction Documents

SEPTEMBER 25, 2018

AutoCAD SHX Text

MAYFLOWER

AutoCAD SHX Text #62

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text

PARTIAL SITE UTILITY PLAN

AutoCAD SHX Text

PLS

AutoCAD SHX Text

JDK

AutoCAD SHX Text

CU102

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

AutoCAD SHX Text NOTES: 1. THE INTENT OF THIS PLAN IS TO SHOW THE INTENT OF THIS PLAN IS TO SHOW APPROXIMATE LOCATIONS OF THE PERIMETER FENCE & GENERAL CONDITIONS THAT MAY BE PRESENT AT THE SITE, SUCH AS VEGETATION, TREES AND EXISTING CHAIN-LINKED FENCE. 2. THE CONTRACTOR SHALL PERFORM A THE CONTRACTOR SHALL PERFORM A PRE-WORK SITE RE-VISIT. BEFORE STARTING PROVIDING SUBMITTAL MATERIALS AND AGAIN BEFORE STARTING WORK, FOR THE NEW SECURITY FENCE. THE GENERAL CONTRACTOR AND AUTHORIZED FENCING SUBCONTRACTOR PERFORMING THE FENCE INSTALLATION WORK MUST VISIT THE WORK SITE TO VERIFY EXISTING CONDITIONS, BOUNDARIES, TOPOGRAPHY, GRADING, VEGETATION AND OTHER EXISTING CONDITIONS THAT MAY AFFECT WORK. 3. PROVIDE A SITE-SPECIFIC DESIGN, SITE PROVIDE A SITE-SPECIFIC DESIGN, SITE PLANNING GUIDE, GRADING PLAN, ENVIRONMENTAL PROTECTION PLAN, SECURITY FENCE CONNECTION PLAN, COORDINATION PLAN AND CONSTRUCTION PHASING PLAN. 4. THE CONTRACTOR SHALL INSTALL NEW THE CONTRACTOR SHALL INSTALL NEW AMERISTAR IMPASSE II HIGH SECURITY STEEL FENCE 3-RAIL-TRIDENT-PANEL IN COATED BLACK TO MATCH EXISTING. 5. CONTRACTOR MUST SLOPE GRADE, REMOVE CONTRACTOR MUST SLOPE GRADE, REMOVE TREES & VEGETATION TO INSTALL NEW FENCE.

AutoCAD SHX Text

CONNECT NEW SECURITY PALISADE PERIMETER FENCE TO EXISTING

AutoCAD SHX Text

CONNECT NEW SECURITY PALISADE PERIMETER FENCE TO EXISTING

AutoCAD SHX Text

INSTALL NEW AMERISTAR SECURITY PALISADE PERIMETER FENCE TO MATCH EXISTING

vhabhsdoyona Text Box #523A5-24-012 vhabhsdoyona Text Box

EXTERIOR

vhabhsdoyona Text Box

C100_FENCE

vhabhsdoyona Text Box

ASD

vhabhsdoyona Text Box

ASD

vhabhsdoyona Text Box

UPGRADE PERIMETER FENCE C100

AMERISTARFENCE.COM | 800-321-8724

FENCE PRODUCTS

HIGH SECURITY STEEL PALISADE FENCING

kmuldoon Typewritten Text 32 31 53 / 2.2 kmuldoon Typewritten Text kmuldoon Typewritten Text

4 5Learn more online at ameristarfence.com or by calling 800.321.8724 IMPASSE II ® | High Security Steel Palisade Fence

ANTI-SCALE OPTION

The Impasse Trident pale rises above the topmost rail and terminates with a menacing triple-pointed splayed spear tip. The intimidating look of the Trident corrugated pale is a visual deterrent to any who would dare to intrude.

3-RAIL PANELS | 6', 7', 8', 9' & 10' HEIGHTS

2-RAIL PANELS | 6', 7' & 8' HEIGHTS

Gauntlet is designed with high-tensile steel corrugated pales that rise above the topmost rail with an outward curve and terminate with a triple-pointed splayed spear tip. The outward curved pales discourage attempts to gain access by would be intruders.

3-RAIL PANELS | 6', 7', 8', 9' & 10' HEIGHTS

2-RAIL PANELS | 6', 7' & 8' HEIGHTS

The blunt, slightly rounded tip of the Stronghold offers strength when necessary, while providing safety and security to the general public. The Stronghold features the same structural configurations of its high-security counterparts.

3-RAIL PANELS | 6', 7', 8', 9' & 10' HEIGHTS

2-RAIL PANELS | 6', 7' & 8' HEIGHTS

j j j j j j

8¾"

TRIDENT™ GAUNTLET™

STRONGHOLD™

HIGH SECURITY STEEL PALISADE FENCE 2.75"w x 14ga PALES | 2" x 2" x 11ga RAILS | 3" x 2.75" x 12ga & 4" x 2.75" x 11ga I-BEAM POSTS

The Impasse II Anti-Scale fence system has decreased pale spacing, which helps deter the assailant from climbing, and increases the delay time when trying to cut or pry through the fence.

COLOR OPTIONS

BLACK SANDBRONZE WHITE

Custom colors also available kmuldoon Highlight kmuldoon

32 31 53 / 2.2 D

6 7Learn more online at ameristarfence.com or by calling 800.321.8724 IMPASSE II ® | High Security Steel Palisade Fence

Impasse II is protected by the unique PermaCoat process. Our PRE-GALVANIZED STEEL

BASE MATERIAL is subjected to an 11-STAGE PROCESS to cleanse & prepare the steel for a DUAL TOP-COAT FINISH. PermaCoat’s corrosion resistant abilities far surpass those of painted surfaces and have a “no-mar” polyester powder top coat. This dual coating not only provides RESISTANCE FROM WEATHERING but also reduces scratch & burnishing marks typically encountered during shipping.

ONCE COMPLETED, THESE 7-STAGES WILL HAVE

REMOVED EVERYTHING FROM THE SURFACE OF

THE STEEL THAT MIGHT INHIBIT THE FINISH FROM

PROPERLY ADHERING DURING THE NEXT 4-STAGES

OF THE COATING PROCESS.

EPOXY POWDER COAT

Epoxy powder is electrostatically applied

EPOXY GEL OVEN

Powder is gelled & cured to finish coat

FINISH CURING OVEN

Seals finish for years of maintenance free use

POLYESTER POWDER

TGIC powder is electro-statically applied

ZINC PHOSPHATE

Corrosion resistant layer that assists in bonding powder coating

CLEAR WATER RINSE

A bit of clean H2O to prep for the next phase

ALKALINE WASH

Cleans metal for proper adhesion of zinc phosphate

1 2

8 9 10 11

3 4 5 6 7

FIXIDINE RINSE

Rinses excess alkaline prior to zinc phosphate application

DRYING OVEN

Eliminates all moisture prior to double coating

CLEAR WATER RINSE

Final wash in H2O to remove any excess debris or particles

NON-CHROMATE SEAL

Barrier to prevent moisture from reaching base metal

E-

3,500

HOURS

PERMACOAT PROCESS

Zinc Phosphate +

Epoxy Powder Coat + Polyester Powder Coat

1,500

HOURS

SINGLE COAT PROCESS

Zinc Phosphate +

Polyester Powder Coat

HOURS

SINGLE COAT PROCESS

Iron Phosphate +

Polyester Powder Coat

HOURS

PRIMED & PAINTED STEEL

HOURS

PAINTED STEEL

Corrosion occurs more easily without the proper preparation & protection, which is why Ameristar has put our fence products to the test based on ASTM B117 standards. The results speak for themselves.

PERMACOAT™

kmuldoon Typewritten Text 32 31 53 / 2.2 F

PREVIOUS EDITION IS OBSOLETE.

MATERIAL APPROVAL SUBMITTAL

(See Instructions on Reverse)

TO: (Contracting Officer)

PROJECT NUMBER

FOR GOVERNMENT USE ONLY

Public reporting burden for this collection of information is estimated to average 20 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project OMB No 9000-0062, Washington DC 20503.

Please DO NOT RETURN your form to either of these addresses. Send your completed form to: SAF/AQCO, Pentagon, Washington DC 20330-1000.

FROM: (Contractor)

DATE

For Evaluation and Action

TO: (Base Civil Engineering Officer/ COR)

TYPE OR PRINT NAME AND GRADE SIGNATURE

TO: (AF Contracting Office)

RECOMMEND APPROVAL DISAPPROVAL AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE

APPROVED

DISAPROVED AS INDICATED ABOVE AND SUBJECT TO ANY APPLICABLE COMMENTS ON THE REVERSE SIDE. REQUEST

TO: (Contractor)

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

DATE

DATE TYPE OR PRINT NAME AND GRADE SIGNATURE

MODIFIED AF FORM 3000, SEP 91 (EF)

SUBMITTALSUBMISSION NUMBERCONTRACT NUMBER

NEW RESUBMITTAL

PREVIOUS SUBMISSION NUMBER

ITEM

NO.

SPECIFICATION SECTION/

PARA NO./DRAWING NO.

DESCRIPTION OF MATERIAL

(Include Type, Model Number, Mfg., etc. & file name of attachments)

SEE

REVERSE INITIAL

BY COMPLETING THIS FORM, THE UNDERSIGNED CONTRACTOR CERTIFIES THAT

THE MATERIAL COMPLIES WITH ALL SPECIFICATIONS OF SUBJECT CONTRACT.

AP-

PROVED

DISAP-

PROVED

TO BE COMPLETED BY CONTRACTOR

DATE TYPE OR PRINT NAME AND TITLE

SIGNATURE

FOR GOVERNMENT USE ONLY

Form Approved OMB No 9000-0062 Expires Apr 30, 1993

RESUBMITTAL ON DISAPPROVED ITEMS WITHIN DAYS OF DATE SHOWN BELOW.

marcel.cartier Text Box marcel.cartier Text Box Site Security Installation VAMC Brockton, MA marcel.cartier Text Box Obligation No.

523-C57035 kmuldoon Typewritten Text Contracting Officer kmuldoon Rectangle kmuldoon Rectangle kmuldoon Typewritten Text VA Engineering kmuldoon Rectangle kmuldoon Typewritten Text Architect: Harriman kmuldoon Typewritten Text kmuldoon Typewritten Text

COMMENTS

(Number to correspond with applicable Item Number on reverse)

INSTRUCTIONS TO CONTRACTORS

1. The term "material" is defined as articles, supplies, raw materials, equipment, parts, components, and end items that are to be incorporated into the work required by the contract.

2. This form is to be used by contractors for submitting Shop Drawings (*.DWG or *.PDF format), Manufacturer's Literature and Certificates (scanned as *.PDF) to the Government for approval in accordance with the provisions of this contract. Unless otherwise specified, it is to be prepared, signed, and E-mailed to the contracting officer with appropriate attachments. One paper format copy is to be submitted also.

3. Item(s) to be approved will be clearly tabbed or identified. Data pertaining to item(s) to be approved will be clearly identified or tabbed, particularly where documents are voluminous, in order to properly evaluate the materials or articles to be incorporated in the work. Each attachment will be numbered to correspond with the item number shown on the face of this form.

4. Requests submitted shall be numbered consecutively, by contract, in the space entitled "Submission No.". This number, in addition to the Contract No., will be used to identify each Material Approval Submittal. Resubmissions will be indicated in the appropriate block and the insertion of previous submission number and data in addition to a new submission number. A single submission should be used for all work of a section of the specifications, but in NO instance should the submission include work for more than one (1) contract. Submittals requiring priority handling will be submitted by separate submittal using the form and so marked across the face of the form.

5. This Material Approval Submittal is not valid unless it is signed by the contracting officer. This approval is required as called for by the contracting officer under the terms of this contract. One paper copy of the submittal is to be hand signed for Contracting Officers records.

MODIFIED AF FORM 3000, SEP 91 (E-MAIL FORMAT) (EF) (REVERSE)

marcel.cartier Text Box

Submittal Packages

Summary, Grouped by Package Number with Register

Items

VA Brockton Site Security Installation Williams Building Co., Inc.Project # 2072

VA Brockton Medical Center

940 Belmont Street

Broctkon, MA 02301

Task Order: VA241-15-J-1964

Obligation: 523-C57035

Project: 523A5-13-309

Contract: VA241-13-D-0047

Tel: Fax:

Item No Register No Rev Spec Section Sub Section Description Rec'd On Returned Action Logged By Closed

033000-001 - - 0 Submittal 033000-001 - Fence Footings - Concrete Mix Design

NoKATMUL0001 033000-001.2 New 03 30 00 2.3 Cast-In-Place

Concrete-Concrete Mixes

4/15/2016

Prolog Converge Printed on: 4/15/2016 Williams Building Co Page 1 of 1

MIX DESIGN

Company Name: FENCES UNLIMITED

Project: BROCKTON VA

Mix (psi): 4000 3\4

1-1\2 Stone: None

Course aggregate: 1700 lbs

ASTM C-33

Fine aggregate: 1350 lbs

ASTM C-33

Cement Type II: 430 lbs

ASTM C-150

NewCem: 180 lbs.

ASTM C-989

Fly Ash: 0 lbs.

Water: 280 lbs.

ASTM C-1602

Air Entrainment 3 ozs. Darex II AEA (W.R. Grace) ASTM C-260

Air Content: 5% + or – 1%

Water Reducer: 22 oz. ADVA 140 M (W.R. Grace) ASTM C-494

Slump: 4 inch

Comments: Air to be adjusted as required jbell Line jbell Line jbell Typewritten Text 2" jbell Typewritten Text jbell

LOCUS

WOODARD

CURRAN COMMITMENT & INTEGRITY DRIVE RESULTS

| www.woodardcurran.com | Providence, RI 0290395 Cedar St.

800.985.7897

W E S T C H E S T N U T S T R E E T

0 200 400 600

| www.woodardcurran.com

6 5

14 13

18 19

35 36

33 32

28 29

| www.woodardcurran.com

| www.woodardcurran.com | Providence, RI 0290395 Cedar St.

800.985.7897

Unique identifier

Elevation in feet in required vertical datum

First invert elevation in feet (A)

Pipe size and material (A)

Pipe (A) to structure

Second invert elevation in feet (B)

Pipe size and material (B)

Pipe (B) to structure

Third invert elevation in feet (C)

Pipe size and material (C)

Pipe (C) to structure

Fourth invert elevation in feet (D)

Pipe size and material (D)

Pipe (D) to structure

Fifth invert elevation in feet (E)

Pipe size and material (E)

Pipe (E) to structure Comment

CB001 110.91 N/A 8" CI

CB002 113.01 109.31 8" PVC CB003

CB003 113.01 109.21 N/A DMH019 109.31 8" PVC CB002

CB004 112.99 108.84 12" CI 108.59 8" CI CB005

CB005 113.08 109.38 8" CI CB004

CB006 112.78 109.59 12" RCP CB098

CB007 110.47 105.87 12" CPP 105.93 8" CI CB009

CB008 110.12 105.47 12" CMP 105.78 8" CMP CB010

CB009 110.06 106.27 8" CI

CB010 110.01 N/A 8" CMP FAILING

CB011 110.34 106.69 8" CI CB014

CB012 110.22 106.79 N/A CB013

CB013 109.82 105.95 N/A 106.00 N/A CB012

CB014 109.75 105.83 12" CI 106.10 8" CI CB011

CB015 106.94 102.90 N/A 102.56 8" CI CB016

CB016 107.37 N/A 8" CI FAILING

CB017 107.25 N/A FAILING

CB018 106.55 102.91 N/A 102.91 N/A CB017

CB019 104.30 102.00 4" PVC 101.90 4" PVC 101.90 4" PVC 102.00 4" PVC 101.00 6" CPP

CB020 104.88 101.18 12" IP DMH022 101.28 8" IP CB021

CB021 104.98 102.48 8" IP CB020

CB022 108.60 102.55 12" RCP

CB023 109.07 103.42 8" IP

CB024 106.43 101.58 12" RCP CB025 101.68 12" PVC

CB025 106.26 101.78 12" RCP CB024

CB026 110.50 106.25 8" IP DMH017

CB027 114.03 110.68 8" IP CB028

CB028 113.86 109.61 10" IP 109.96 8" IP CB027

CB029 115.44 111.84 8" IP CB030

CB030 115.51 109.21 12" IP 109.31 8" IP CB029

CB031 115.79 111.54 12" IP 111.79 10" IP CB032

CB032 115.80 112.40 10" IP CB031

CB033 117.25 111.14 12" IP 112.70 8" IP CB034

CB034 117.37 114.02 8" IP CB033

CB035 116.35 112.55 8" IP CB036 112.25 12" IP

CB036 116.22 112.92 8" IP CB035

CB037 111.91 108.21 8" CB153 108.18 12" CB038

CB038 111.95 107.78 12" CB037 107.73 N/A

CB039 113.98 110.03 12" 110.08 8" CB040

CB040 114.06 111.06 8" CB039

CB041 111.19 108.17 12" 108.24 8" CB042

CB042 111.28 109.23 8" CB041

CB043 111.84 107.99 12" CI DMH018 108.00 8" CI

CB044 111.84 108.19 8" CI

CB045 113.24 109.19 8" CI

CB046 116.16 112.38 N/A

CB047 115.92 107.93 N/A 108.05 N/A

CB048 113.95 110.20 8" CI CB049

CB049 113.85 108.05 12" CPP 108.75 8" CI CB048

CB050 113.98 N/A

CB051 114.16 109.26 12" IP CB053 109.56 8" IP DMH008

CB052 113.56 111.96 8" PVC DMH008

CB053 114.22 109.72 8" IP CB054 108.67 12" CB051

CB054 114.13 110.53 8" IP CB053

CB055 114.06 108.26 12" IP 109.36 8" IP CB056

CB056 113.80 110.10 8" PVC CB055

CB057 113.75 110.43 8" IP CB058

CB058 114.03 109.75 8" IP CB057 109.65 12" IP

CB060 108.74 105.85 12" RCP CB061

CB061 108.10 105.10 12" RCP CB060 105.00 12" RCP CB062

CB062 107.77 104.37 12" RCP CB061 103.77 N/A CB063

CB063 107.80 103.20 N/A CB062 103.15 8" CI

CB064 107.36 104.36 12" PVC DMH042

CB065 107.31 102.56 12" DMH043

Unique identifier

Elevation in feet in required vertical datum

First invert elevation in feet (A)

Pipe size and material (A)

Pipe (A) to structure

Second invert elevation in feet (B)

Pipe size and material (B)

Pipe (B) to structure

Third invert elevation in feet (C)

Pipe size and material (C)

Pipe (C) to structure

Fourth invert elevation in feet (D)

Pipe size and material (D)

Pipe (D) to structure

Fifth invert elevation in feet (E)

Pipe size and material (E)

Pipe (E) to structure Comment

CB066 104.49 100.39 12" 100.79 6" CB067

CB067 104.70 101.55 6" CB066

CB068 104.65 N/A

CB069 106.25 101.65 8"

CB070 105.15 101.95 8" PVC CB071

CB071 105.32 101.10 8" CB073 101.10 8" CB072 101.07 12" 101.27 8" PVC CB070

CB072 105.30 101.99 8" CB071

CB073 105.54 101.59 8" CB071

CB074 108.89 105.55 8" CB077

CB075 109.13 105.63 8" CB076

CB076 108.82 103.62 12" 104.60 8" CB075

CB077 108.76 104.31 12" 104.81 8" CB074

CB078 108.23 103.63 8"

CB079 104.66 100.96 8"

CB080 105.51 101.31 8"

CB081 107.49 103.24 8"

CB082 108.33 104.28 12" CB083 104.23 12"

CB083 108.47 104.67 8" CB084 104.55 12" CB083

CB084 108.40 104.92 8" CB083

CB085 106.49 103.24 8"

CB086 106.11 102.41 8" CB087 102.26 12"

CB087 105.47 102.27 8" CB086

CB088 104.59 100.83 12" 101.23 8" CB089

CB089 104.75 101.60 8" CB088

CB090 106.92 103.62 8"

CB091 106.24 102.89

CB092 105.87 102.52 8" CB093

CB093 105.86 101.61 12" 101.66 8" CB092

CB094 107.08 103.93 8"

CB095 107.50 102.70 3" DMH038 101.50 8"

CB096 106.96 102.01 8"

CB097 106.22 102.02 8"

CB098 112.35 110.23 N/A CB099 109.51 12" RCP CB006

CB099 112.31 110.41 12" RCP CB098

CB115 115.72 111.98 N/A 111.88 N/A

CB116 115.53 113.33 N/A

CB121 111.13 106.88 N/A 107.06 8" CI CB122

CB122 110.96 107.44 8" CI CB121

CB123 108.42 104.57 8" CI CB124 104.47 12" CI

CB124 108.21 105.11 8" CI CB123

CB125 106.28 101.73 N/A 101.61 N/A CB126

CB126 106.36 101.96 N/A CB125

CB127 106.25 103.84 8" CI CB128

CB128 106.33 102.53 N/A 102.60 8" CI CB127

CB129 107.47 103.47 12" VC 103.47 8" VC CB130 103.77 8" VC CB131

CB130 107.55 104.07 8" VC CB129

CB131 108.40 N/A 8" VC CB129

CB132 107.40 103.74 N/A

CB133 104.72 101.72 8"

CB134 109.14 104.86 6" CI

CB135 109.77 N/A N/A CB136

CB136 109.70 108.45 6" PVC CB152 106.30 N/A 106.65 N/A CB135

CB137 109.43 106.08 N/A

CB138 109.08 104.93 10" VC DMH037

CB139 109.70 105.10 N/A 105.11 N/A

CB140 109.22 105.65 N/A DMH035

CB141 109.90 106.00 N/A 106.05 N/A CB142

CB142 109.93 107.20 N/A CB141

CB143 108.98 105.74 12" RCP 105.79 N/A CB144

CB144 109.04 106.27 N/A CB143

CB145 111.71 99.36 8" IP CB146

CB146 111.76 107.46 12" RCP DMH021 107.81 8" IP CB145

CB147 111.65 107.94 N/A DMH026

CB148 111.96 108.29 N/A

CB149 111.33 106.61 6" CI DMH007

CB150 110.60 106.83 12" RCP CB151

CB151 110.22 106.97 12" RCP CB150 106.17 10" CI DMH018

CB152 110.11 109.20 6" PVC CB136

CB153 111.90 108.90 8" CB037

| www.woodardcurran.com | Providence, RI 0290395 Cedar St.

800.985.7897

Unique identifier

Elevation in feet in required vertical datum

First invert elevation in feet (A)

Pipe size and material (A)

Pipe (A) to structure

Second invert elevation in feet (B)

Pipe size and material (B)

Pipe (B) to structure

Third invert elevation in feet (C)

Pipe size and material (C)

Pipe (C) to structure

Fourth invert elevation in feet (D)

Pipe size and material (D)

Pipe (D) to structure

Fifth invert elevation in feet (E)

Pipe size and material (E)

Pipe (E) to structure Comment

DMH006 114.88 105.37 12" CI DMH019 105.43 18" RCP DMH007

DMH007 114.57 106.92 8" CI CB149 106.07 18" RCP DMH006 106.38 18" RCP DMH018

DMH008 113.93 111.93 8" PVC CB052 110.13 8" PVC CB051

DMH009 116.39 100.89 8" DMH030 100.79 8" DMH029

DMH010 115.28 98.78 12" RCP DMH011 98.88 12" RCP 103.53 8"

DMH011 117.10 102.25 8" 103.10 18" RCP DMH012 99.10 12" RCP DMH010

DMH012 115.89 97.74 18" RCP 97.84 18" RCP DMH011 103.01 8"

DMH013 117.74 98.74 12" 98.94 12"

DMH014 113.55 95.05 N/A 100.15 10" IP CB028

DMH015 106.51 98.91 12" RCP DMH016 98.91 12" RCP 101.23 8" 98.51 24" RCP

DMH016 106.46 98.96 12" CPP 98.96 10" 99.18 12" RCP DMH015

DMH017 110.03 94.88 4" CB026 94.73 4" 94.53 4" DMH034

DMH018 113.10 107.07 12" CI CB151 106.83 18" RCP DMH007 107.10 12" CI CB043

DMH019 116.40 107.53 18" RCP 107.98 12" RCP 107.60 12" CI DMH006 110.45 N/A CB003

DMH020 112.68 106.53 6" PVC 106.48 6" PVC DMH021

DMH021 111.91 95.91 18" 107.11 6" PVC DMH020 106.51 12" RCP CB146

DMH022 106.98 97.13 2.5" RCP 97.18 2.5" RCP CB020

DMH023 105.79 97.04 2.5" RCP 98.54 2" RCP 99.29 12" CP

DMH024 111.55 97.40 N/A 101.69 N/A 97.45 N/A 101.80 N/A

DMH025 111.75 101.85 N/A 101.49 12" RCP 102.31 6" 106.75 12" RCP

DMH026 112.11 96.42 N/A 106.11 10" VC CB147 96.30 N/A

DMH027 112.04 92.98 N/A 93.27 N/A 92.99 N/A 92.99 N/A DMH028

DMH028 112.63 94.40 N/A DMH027 94.40 N/A

DMH029 111.79 94.48 N/A 94.48 N/A DMH009

DMH030 111.63 98.88 8" DMH009 99.41 N/A 99.30 12" RCP DMH031

DMH031 111.60 105.60 4" PVC 100.25 12" RCP DMH030 106.61 6" PVC

DMH032 111.43 101.48 N/A 101.74 N/A

DMH033 110.61 91.98 4" 91.86 4"

DMH034 110.35 93.35 4" DMH017 95.55 12" RCP 93.27 4"

DMH035 110.11 102.61 N/A CB140 102.61 N/A

DMH036 110.31 106.68 12" RCP 107.51 4" PVC 107.01 N/A 106.91 N/A

DMH037 116.99 98.34 N/A 103.34 10" VC CB138 98.34 N/A

DMH038 109.07 102.17 8" 95.77 22" CB095 95.67 22"

DMH039 109.07 92.92 12" 92.82 12"

DMH040 110.61 107.33 8" CMP DMH041

DMH041 110.52 107.72 4" DI 107.22 12" 107.22 8" CMP DMH040 107.17 12" RCP

DMH042 108.23 94.12 N/A 102.73 12" PVC CB064 94.12 N/A DMH043

DMH043 107.51 101.26 12" PVC DMH042 101.96 12" CB065 101.51 8" 101.49 5" CLAY

Unique identifier

Elevation in feet in required vertical datum

First invert elevation in feet (A)

Pipe size and material (A)

Pipe (A) to structure

Second invert elevation in feet (B)

Pipe size and material (B)

Pipe (B) to structure

Third invert elevation in feet (C)

Pipe size and material (C)

Pipe (C) to structure

Fourth invert elevation in feet (D)

Pipe size and material (D)

Pipe (D) to structure

Fifth invert elevation in feet (E)

Pipe size and material (E)

Pipe (E) to structure Comment

SMH003 106.97 98.02 12" 99.05 4" IP 101.03 8" PVC 98.12 12" PVC

SMH005 118.75 99.35 N/A 99.43 8" SMH024 N/A

SMH013 120.22 112.36 12" VC SMH072 110.22 N/A

SMH014 108.49 91.02 N/A SMH036 90.98 N/A

SMH015 108.64 90.72 48" 90.76 48" 91.54 N/A

SMH016 109.07 N/A FULL

SMH019 106.67 101.82 6" PVC 101.97 6" PVC

SMH020 109.49 92.94 10" 93.01 10"

SMH021 109.88 94.03 10" 94.28 8" 93.98 10"

SMH023 108.11 95.31 8" CLAY SMH039 95.51 8" CLAY 95.76 8" CLAY SMH031

SMH024 117.96 100.81 8" SMH005 101.10 N/A 100.36 N/A

SMH026 107.32 95.32 N/A 100.36 N/A 95.53 N/A

SMH027 107.77 94.51 N/A SMH028 94.66 N/A SMH049 94.65 N/A

SMH028 108.76 92.41 N/A SMH042 92.61 N/A 92.56 N/A SMH027

SMH031 107.78 98.68 8" SMH023 98.88 8" 98.88 8"

SMH032 108.27 100.77 12"

SMH033 109.15 98.20 12" 98.30 12"

SMH034 117.17 95.95 24" 95.99 N /A

SMH036 110.51 91.75 10" 91.66 10" SMH014

SMH037 108.01 98.41 12" RCP 101.26 10" RCP

SMH038 107.44 97.02 15" 97.39 12" 97.26 12"

SMH039 109.38 93.01 N/A SMH041 94.83 8" CLAY SMH023 93.37 N/A SMH042

SMH040 110.44 87.54 N/A 100.44 N/A 87.54 N/A 87.54 N/A SMH056

SMH041 110.38 89.37 N/A 100.88 N/A 89.48 N/A SMH039

SMH042 109.42 93.72 N/A SMH039 93.72 N/A SMH028

SMH043 108.82 102.67 N/A 98.06 N/A 102.44 N/A 98.18 N/A

SMH044 108.79 97.27 N/A 97.41 N/A 102.99 N/A 97.33 N/A

SMH045 110.58 97.12 N/A 96.83 N/A 106.06 N/A 96.83 N/A

SMH046 110.36 95.61 N/A 95.61 N/A SMH047

SMH047 110.76 104.26 N/A 96.16 N/A SMH046 96.27 N/A 96.26 N/A SMH048

SMH048 110.69 104.79 N/A 98.79 N/A SMH047 99.59 N/A 98.94 N/A

SMH049 111.86 91.24 N/A SMH027 91.35 N/A SMH051 91.34 N/A SMH050

SMH050 111.27 96.17 N/A SMH049 96.17 N/A SMH055 96.17 N/A

SMH051 112.01 91.78 N/A 91.71 N/A SMH049

SMH055 110.02 100.97 N/A SMH050 104.17 N/A 101.52 N/A

SMH056 109.61 90.74 N/A SMH040 90.74 N/A 90.74 N/A

SMH057 111.96 N/A

SMH059 112.01 98.01 8" PVC 98.11 8" PVC

SMH061 112.62 94.62 12" 94.92 10" 94.82 12"

SMH071 111.64 103.45 N/A 103.54 N/A 103.56 N/A

SMH072 108.19 100.74 12" VC SMH013

C100_FENCE

Sheets and Views

PERIMETER_FENCE-CU102

10_CN101 Site Notes

14_C101 Site Plan & Fence Details

323153-001_Palisade_Fencing_Info

033000-001 - Fence Footing Concrete Mix VA

VA Submittal Form

ReportViewerActual

4000 MD FENCES UNLIMITED

323153-1R1_Palisade_Fencing_Detail

BROCKTON VA Stamped Survey Plans

SHEET 1 - COVER

SHEET 50A

SHEET 50B

Contracting Officer: Sharon Vienneau

Contractor: Williams Building Company, Inc

Contract #: VA241-13-D-0047

Submittal #: 033000-001

Prior Submittal #:

Project #: 523A5-13-309

New: Yes

Description 1: Concrete Mix Deisgn for Fence Footings

Description 2: Ground forming will be used no submittal required

Description 3:

Description 4:

Description 5:

Description 6:

Description 7:

Description 8:

Description 9:

Description 10:

Description 11:

Approval 1: Yes

Approval 2: Off

Approval 3: Off

Approval 4: Off

Approval 5: Off

Approval 6: Off

Approval 7: Off

Approval 8: Off

Approval 9: Off

Approval 10: Off

Approval 11: Off

Comments 1: Off

Comments 2: Off

Comments 3: Off

Comments 4: Off

Comments 5: Off

Comments 6: Off

Comments 7: Off

Comments 8: Off

Comments 9: Off

Comments 10: Off

Comments 11: Off

Initial 1:

Initial 2:

Initial 3:

Initial 4:

Initial 5:

Initial 6:

Initial 7:

Initial 8:

Initial 9:

Initial 10:

Initial 11:

Date: 4/15/16

Contractor Name: Katherine Muldoon - APM

Govt:

Approval: Yes

Contractor Name 2:

BCE:

Date of Eval: 05-05-16

Reviewer: B. Keith Brenner

Contracting Office:

Date of Rec: 05/13/2016

BCE/ COR: Andre Doyon

Date from KO:

KO: Sharon Vienneau

Resubmit:

KO Approval: Off

Item 1: 01

Spec Section 1: 03 30 00 / 2.3 & 2.2

Item 2: 2

Spec Section 2: 03 30 00 / 2.1

Item 3:

Spec Section 3:

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Spec Section 4:

Item 5:

Spec Section 5:

Item 6:

Spec Section 6:

Item 7:

Spec Section 7:

Item 8:

Spec Section 8:

Item 9:

Spec Section 9:

Item 10:

Spec Section 10:

Item 11:

Spec Section 11:

Comment Field 1:

Comment Field 2:

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Comment Field 11:

File details come from the government source that posted it. Updated Jan 3, 2024.