21-12-10 Updated and Optimized - Ft Bayard Plans 885-011.pdf

PDF 13 MB Posted Jan 12, 2022

Attached to: Y1LB--Resolicit - 885CM3011-Pave Roads w/option to Repair Water and Stormwater Utilities, Ft Bayard NC
Solicitation number: 36C78622B0002
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This file provides details on a federal contract solicitation for paving and utility repair services at Fort Bayard, New Mexico. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration under number 36C78622B0002 and seeks bids to pave roads with an option to repair water and stormwater utilities at Fort Bayard. Responses are due on the date specified in the solicitation. The work includes repaving roads and potentially repairing utilities at the Fort Bayard location. Veterans set-aside provisions may apply. Pricing should be submitted per the terms requested. The awarded contractor will be selected to complete the road paving and utility work, if exercised, at Fort Bayard, New Mexico.

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Other files

File	Type	Posted
36C78622B0002 0003.docx	DOCX document	Feb 9, 2022
Fort Bayard Revised BD Plans With Amendment.pdf	PDF	Feb 3, 2022
36C78622B0002 0002.docx	DOCX document	Feb 3, 2022
Questions and Answers.docx	DOCX document	Feb 3, 2022
S02_Attachment- _IFB Contractor Price Estimate Worksheet.xlsx	XLSX spreadsheet	Jan 12, 2022
21-12-10 Updated for HDPE - Ft Bayard Plans 885-011.pdf	PDF	Jan 12, 2022
Ft Bayard Irrigation Water Use Calculations.pdf	PDF	Jan 12, 2022
36C78622B0002_1.docx	DOCX document	Jan 12, 2022
21-7-8 Ft Bayard Basis of Design Report.pdf	PDF	Jan 12, 2022
Water Line Sizing Calculations for 4-in and 6-in Lines.pdf	PDF	Jan 12, 2022
21-6-20 Ft Bayard Hydrology Report 02.pdf	PDF	Jan 12, 2022
P07 Bayard-Heavy.pdf	PDF	Jan 12, 2022
P07 BAYARD.pdf	PDF	Jan 12, 2022
21-7-8 Ft Bayard Pave Roads Geotechnical Report.pdf	PDF	Jan 12, 2022
Updated for HDPE - Ft Bayard Specs.zip	ZIP file	Jan 12, 2022
21-7-8 Ft Bayard Basis of Design Report 02.pdf	PDF	Jan 12, 2022

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G-001

COVERSHEET

SITE LOCATION MAP

SCALE: NTS N

SHEET INDEX

SHEET NO. DRAWING NO. SHEET TITLE

1 G-001 COVER SHEET

DEPARTMENT OF VETERANS AFFAIRS

FORT BAYARD NATIONAL CEMETERY

PAVE ROADS, REPAIR STORM DRAINS & WATER UTILITIES

NCA PROJECT NO. 855CM3011

200 Camino De Paz, Fort Bayard, NM 88036

V-101 TOPOGRAPHICAL SURVEY & BORING LOCATIONS

C-101 OVERALL SITE, ROADWAY & UTILITY PLAN

SITE LOCATION AND ACCESS MAP

SCALE: NTS N

CODE OF CONDUCT

1. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. COORDINATE

DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO

ACCOMMODATE SCHEDULED BURIALS. CONTRACTOR SHALL OBTAIN THE SCHEDULE FOR THE NEXT DAY SERVICES PRIOR TO THE CLOSE OF BUSINESS EACH DAY. ALLOWABLE WORK TO BE DETERMINED BY THE

CEMETERY DIRECTOR.

2. BECAUSE OF THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE

END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED.

3. THE CONTRACTORS STAFF AND SUBCONTRACTORS STAFF SHALL NOT: DRESS IN SLEEVELESS SHIRTS OR SHORT PANTS, WEAR CLOTHING WITH INAPPROPRIATE LOGOS, PLAY MUSIC, TALK LOUD, PLACE

PERSONAL ITEMS ON HEADSTONES, LEAN AGAINST OR SIT ON HEADSTONES.

4. THE EFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE

CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH

PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS.

5. DO NOT WORK UPON NOR STORE ANY MATERIALS ON OCCUPIED GRAVE PLOTS. ALL EFFORTS WILL BE

MADE TO MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY PERFORMED BY SOUDER, MILLER & ASSOCIATES

DATED OCTOBER, 2020. THE GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE BASIS OF BEARING ARE NAD 1983 NEW MEXICO STATE PLANES, WEST ZONE VERTICAL DATUM

BASED ON GPS OBSERVATION.

3. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO BEGINNING ANY WORK. IF UTILITIES OTHER THAN THOSE SHOWN HEREON ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY AND TAKE APPROPRIATE MEASURES TO

PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

THE CONTRACTOR SHALL VERIFY THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES

PRIOR TO BEGINNING CONSTRUCTION.

4. THE CONTRACTOR SHALL INSTALL TREE PROTECTION BARRICADES PRIOR TO BEGINNING EARTHWORK

OPERATIONS.

5. THE CONTRACTOR SHALL NOTIFY THE CO/COR IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO

BEGINNING ANY REMOVAL OPERATION. (SEE SPECIFICATION SECTION 31.20.00)

6. THE CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS , WITHIN LIMITS OF DEMOLITION AND

PROPOSED WORK INCLUDING STAGING AREA.

7. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL

APPROVAL.

8. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, SHORING AND TEMPORARY SUPPORTS, ETC. IS

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

9. IN PERFORMING CONSTRUCTION OBSERVATION VISITS TO THE JOB SITE, THE ENGINEER SHALL HAVE NEITHER CONTROL OVER NOR RESPONSIBILITY FOR THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK.

10. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY AGENCY.

11. THERE SHALL BE AT ALL TIMES, WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS COMPETENT PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. HE SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. HE SHALL BE EMPOWERED TO

IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

GENERAL NOTESPROJECT TEAM

C-102 OVERALL GRADING & DRAINAGE PLAN

ARCHITECT / ENGINEER

VALI COOPER INTERNATIONAL, LLC

DENVER, CO 80249

CONTACT: TAQI MUHAMMAD

TAQI@VALIINT.COM

504-378-7399

SURVEYOR

SOUDER, MILLER & ASSOCIATES

LAS CRUCES, NM

CONTACT: DARRYL COSTER

DARRYL.COSTER@SOUDERMILLER.COM

575-647-0799

SITE OWNER

VA NCA

FORT BAYARD NATIONAL CEMETERY

CONTACT: JANI McCREARY

JANI.MCCREARY@VA.GOV

740-877-0664

GEOTECH

TERRACON

EL PASO, TX

CONTACT: IVAN AVELAR

IVAN.AVELAR@TERRACON.COM

915-778-5233

CEMETERY

CONTACT: JOSEPH TRUJILLO

JOSEPH.TRUJILLO@VA.GOV

505-988-6400

C-103

ENLARGED - ROOSEVELT DRIVE DRAINAGE PLAN & PROFILE

C-401

CD101 DEMOLITION PLAN

FIRM PANEL 1 OF 2

SCALE: NTS N

ENLARGED - SITE & GRADING PLAN SOUTHC-402

G-101 CONSTRUCTION ACCESS, FENCING & STAGING PLAN

C-403

WATER TOWER

FORT BAYARD NC

STATE HIGHWAY 180 ST

HIG

SANTA CLARA

BAYARD

FIRM PANEL 2 OF 2

SCALE: NTS N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INE ER

7/08/2021

ENLARGED - SITE & GRADING PLAN NORTH

ROADWAY PROFILES

C-404 ENLARGED - OFFSITE DRAINAGE GRADING PLAN & PROFILE

C-405 ENLARGED - ROOSEVELT DRIVE CURBING PLAN & PROFILE

C-406 ENLARGED - SIGNAGE & STRIPING PLAN

C-407

FORT BAYARD NC

C-501 DETAILS - SITE

C-502 DETAILS - SITE

C-503 DETAILS - EROSION & SEDIMENTATION CONTROL

GC101 EROSION & SEDIMENTATION CONTROL PLANS

GC102 PHASING PLAN

ENLARGED - SIGNAGE & STRIPING PLAN

C-504 DETAILS - SIGNAGE & STRIPING

WATER TOWER

FARMFORT BAYARD NC

FORT

BAYARD

AMENDMENT - 001 12/09/2021

W T

Tie to C enter 1/4 C orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

A D

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

Tie to Center 1/4 Corner of Section 26:

Tie to Fort B ayard R eset (U

S B ronze D isk):

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED ROAD

LINCOLN DRIVE

EX 20'

UTIILITY

EASEMENT

BORE NO 6

BORE NO 5

BORE NO 1

BORE NO 2

BORE NO 14

BORE NO 13 BORE 16

BORE 15

BORE NO 4

BORE NO 3

BORE NO 9

BORE NO 10

BORE NO 11

BORE NO 12

BORE NO 8

BORE NO 7

LEGEND AND SYMBOLS

PAINTED BORDER

MEMBER BLACK ENAMEL

2" X 4" FRAME AND BRACES

IN SAME PLANE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS

LETTERING TO BE

HELVETICA STYLE 5"

HIGH

METAL FACE WHITE

ENAMEL

LETTERING TO BE

HELVETICA STYLE 3"

HIGH TO BE CENTERED

HORIZONTALLY

2" X 4" FRAME AND

BRACE IN BACK

LETTERING TO BE

HELVETICA STYLE 2" HIGH

TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

4" X 4" POSTS

PAINTED WHITE

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

LETTERING TO BE

HELVETICA STYLE 1"

HIGH TO BE CENTERED

HORIZONTALLY

LETTERING TO BE

HELVETICA STYLE 1-1/2"

HIGH TO BE CENTERED

HORIZONTALLY

SURROUNDING BORDER TO

BE BLUE

CENTER TO BE WHITE

8'-8"

6'-6"

1-1/2" 3" 5" 2" 5" 5" 3" 2"

1-1/2"

4'-0" MIN.

3" 2" 3"

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF PROJECT

TITLE WHICH IS TO BE BLUE

NOTE:

ANY SEAM IN METAL TO BE

FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF

LETTERING.

SECTION ON CENTER

ELEVATION

VARIES;

AVERAGE 3'-0"

CONSTRUCTION STAGING AREA

PROJECT & SAFETY SIGNAGE

CONSTRUCTION FENCE W/ PRIVACY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/08/2021

CONSTRUCTION ACCESS,

STAGING AND FENCING PLAN

G-101

0 80 160

1 INCH = 80 FEET

PROJECT SIGN;

SEE DETAIL

C7/G-101

ACCESS / HAUL ROUTE

50' x 80'

CONSTRUCTION

STAGING AREA

CONSTRUCTION FENCE

W/ 12' GATE AND SILT

FENCE AROUND THE

INSIDE PERIMETER

FABRIC & 12' DOUBLE SWING GATE

HIGH VISIBILITY

ORANGE VINYL

FENCING.

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COLUMBARIUM

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STOP SIGN

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SIGN

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SIGN

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OUTLET

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ASPHALT DRIVE

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CONCRETE/STONE WALL

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GATE

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REBAR POST

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CONC. DITCH

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CONC. DITCH

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COMMITTAL SHELTER

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STUCCO STORAGE BUILDING FFE 6182.77

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STUCCO PIC BUILDING FFE 6179.42

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CONCRETE CURB

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CONCRETE CURB

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STUCO BUILDING FFE 6144.83

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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INV.15"CMP 6167.40

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INV.15"CMP 6175.82

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GRATE OVER OPEN 15"CMP

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GRATE OVER OPEN 15"CMP

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12" TRENCH DRAIN

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DEPARTMENT OF

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VETERANS AFFAIRS

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VA NATIONAL CEMETERY, FORT BAYARD

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PAVE ROADS, REPAIR STORM DRAINS

AutoCAD SHX Text A PROJECT OF THE: NATIONAL CEMETERY ADMINISTRATION OFFICE OF DESIGN AND CONSTRUCTION SERVICE WASHINGTON, D.C.

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GENERAL CONTRACTOR: : NAME: LOCATION:

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ARCHITECT/ENGINEER: : NAME: LOCATION:

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SCALE: NTS

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PROJECT SIGN

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& WATER UTILITIES

Tie to C enter 1/4 C orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

A D

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

Tie to Center 1/4 Corner of Section 26:

Tie to Fort B ayard R eset (U

S B ronze D isk):

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT

DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED

ROAD

LINCOLN DRIVE

EX 20' UTIILITY

EASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/08/2021

EROSION & SEDIMENTATION

CONTROL PLANS

GC101

0 70 140

1 INCH = 70 FEET

KEYED NOTESKEYED NOTES

1. STABILIZED STONE CONSTRUCTION

ENTRANCE, SEE DETAIL B7/C-503.

2. CONCRETE WASHOUT AREA TO BE PLACED

INSIDE OF STAGING AREA, SEE DETAIL

D5/C-503.

3. CURB INLET PROTECTION. SEE DETAIL

B2/C-503 & D8/C-503.

4. SILT FENCE, SEE DETAIL B4/C-503.

5. PROPOSED WATER LINE TO HAVE SILT FENCE

INSTALLED AROUND THE ENTIRE PERIMETER

IF LEFT DISTURBED FOR MORE THAN 7 DAYS

PRIOR TO THE PLACEMENT OF HYDROSEED.

6. CONSTRUCTION STAGING AREA WITH SILT

FENCE AROUND THE INSIDE PERIMETER.

7. STORM WATER OUTLET PROTECTION, SEE

DETAIL D2/C-503.

8. TREE PROTECTION, SEE DETAIL F2 THIS

SHEET. SEE TREE PROTECTION NOTES. (TYP.)

KEYED NOTES

LEGEND AND SYMBOLS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

CONSTRUCTION ENTRANCE

CONCRETE WASHOUT AREA

SILT FENCING

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

LIMITS OF DISTURBANCE

STORM WATER OUTLET

PROTECTION

OCS #5OCS #4OCS #3

OCS #2

OCS #1

INLET PROTECTION

GENERAL NOTES:

1. ALL DISTURBED AREA OUTSIDE OF THE

CEMETERY PROPERTY ARE TO BE

HYDROSEEDED WITH SPECIFIED NATIVE

GRASS MIX.

1.1. CONTRACTOR TO PROVIDE SUBMITTAL

OF GRASS SPECIES AND INSTALLATION

METHOD FOR APPROVAL TO THE COR.

TREE PROTECTION NOTES:

1. FOR ADDITIONAL REQUIREMENTS, PLEASE SEE SPECIFICATION 01 57

19.

2. ANY UNAVOIDABLE TRENCHING, EXCAVATION, OR GRADING WITH

TREE PROTECTION ZONES MUST UTILIZE ALTERNATIVE METHODS

SUCH AS HAND DIGGING TO LOCATE ROOTS.

3. THE CUTTING OF ROOTS GREATER THAN 1 (1) INCH DIAMETER MUST

BE APPROVED AND SUPERVISED BY A LICENSED ARBORIST.

4. TREE PROTECTION FENCING SHALL BE INSTALLED AROUND ALL

TREES THAT HAVE A DRIP LINE WITHIN THE LIMITS OF DISTURBANCE

FOR CONSTRUCTION ACTIVITIES OTHER THAN ASPHALT PAVING AND

SHALL EXTEND A MINIMUM OF 10' FROM THE TRUNK OR THE DRIP

LINE OF THE TREE, WHICHEVER IS GREATER. (TYP)

5. TREE PROTECTION TO BE INSTALLED PRIOR TO THE

COMMENCEMENT OF ANY SITE WORK AND IS TO REMAIN UNTIL ALL

WORK HAS BEEN COMPLETED.

6. CONTRACTOR SHALL PRESERVE AND PROTECT ALL TREES WITHIN

CEMETERY PROPERTY FROM DAMAGE BY DEMOLITION OPERATIONS.

ANY TREE DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE

REPLACED WITH A TREE OF THE SAME SPECIES AND SIZE. IF SIZE IS

NOT AVAILABLE CONTRACTOR SHALL REPLACE WITH A 2" CAL. TREE

(DECIDUOUS) OR 6' HEIGHT TREE (EVERGREENS) AND SHALL

PROVIDE A CREDIT TO THE OWNER FOR THE MONETARY

DIFFERENCE IN VALUE.

METAL STAKES

@ 6' O.C. (TYP)

4' MIN

HIGH VISIBILITY ORANGE

VINYL CONSTRUCTION

FENCING

8 8 8 8

TREE PROTECTION

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REBAR POST

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CONCRETE

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WATER METER

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CONCRETE

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SPEED LIMIT SIGN

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EHH

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COLUMBARIUM

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STOP SIGN

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SIGN

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SIGN

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OUTLET

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ASPHALT DRIVE

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GATE

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SIGN

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REBAR POST

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CONC. DITCH

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CONC. DITCH

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COMMITTAL SHELTER

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STUCCO STORAGE BUILDING FFE 6182.77

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STUCCO PIC BUILDING FFE 6179.42

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CONCRETE CURB

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CONCRETE CURB

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STUCO BUILDING FFE 6144.83

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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INV.15"CMP 6167.40

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INV.15"CMP 6175.82

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GRATE OVER OPEN 15"CMP

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GRATE OVER OPEN 15"CMP

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12" TRENCH DRAIN

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DRIP LINE OF TREE

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SCALE: NTS

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TREE PROTECTION FENCE

F2 orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

A D

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

Tie to Center 1/4 Corner of Section 26:

Tie to Fort B ayard R eset (U

S B ronze D isk):

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT

DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED

ROAD

LINCOLN DRIVE

EX 20' UTIILITY

EASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/08/2021

PHASING PLAN

GC102

0 70 140

1 INCH = 70 FEET

PHASE 1 PAVING

GENERAL NOTES

1. CONTRACTOR TO INSTALL THE SURFACE

COURSE AS THE FINAL CONSTRUCTION

ACTIVITY.

2. CONTRACTOR TO COORDINATE ALL

ROADWAY CLOSURES WITH CEMETERY

STAFF.

3. CONTRACTOR TO COMPLETE ALL NEW

CURBING, STORM DRAINS & PIPE SLEEVE

INSTALLATIONS PRIOR TO COMMENCING

PAVING.

4. WATER LINE INSTALLATION AND OFFSITE

DRAINAGE IMPROVEMENTS MAY BE

COMPLETED AT ANY TIME.

5. DURING PHASE 5 PAVING, CONTRACTOR TO

PROVIDE ACCESS TO ALL AREAS OF THE

CEMETERY DURING VISITING HOURS. PAVING

MAY BE COMPLETED DURING NON-VISITING

HOURS WITH THE PERMISSION OF CEMETERY

STAFF.

6. SEE BELOW FOR PHASES THAT MAY BE

COMPLETED SIMULTANEOUSLY.

6.1. PHASE 1 & 2 MAY BE COMPLETED

CONCURRENTLY

6.2. PHASE 3 & 4 MAY BE COMPLETED

CONCURRENTLY.

PHASE 2 PAVING

PHASE 3 PAVING

PHASE 4 PAVING

PHASE 5 PAVING

LEGEND AND SYMBOLS

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REBAR POST

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CONCRETE

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WATER METER

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CONCRETE

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SPEED LIMIT SIGN

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EHH

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COLUMBARIUM

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STOP SIGN

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SIGN

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SIGN

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OUTLET

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ASPHALT DRIVE

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CONCRETE/STONE WALL

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GATE

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CONCRETE CHANNEL

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SIGN

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SIGN

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REBAR POST

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CONC. DITCH

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CONC. DITCH

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COMMITTAL SHELTER

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STUCCO STORAGE BUILDING FFE 6182.77

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STUCCO PIC BUILDING FFE 6179.42

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CONCRETE CURB

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CONCRETE CURB

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STUCO BUILDING FFE 6144.83

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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INV.15"CMP 6167.40

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INV.15"CMP 6175.82

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GRATE OVER OPEN 15"CMP

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AutoCAD SHX Text D

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GRATE OVER OPEN 15"CMP

12" TRENCH DRAIN

orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

STATE OF NEW MEXICO

(PARCEL NOT CODED)

Tie to Fort B ayard R eset (U

S B ronze D isk):

N 80°50'24" W

669.00'

285.03'

(N 81°00' W

669.00')

(N 31°29'29"E 285.00')

S 10°01'02" W 624.33'(S 58°26'32" E 624.33')

S 80°46'25" E 285.03'

(S 31°33'28" W 285.00')

N 10°01'02" E 624.00'(N 58°26'32" W 624.00') N 10°06'36" E 971.68'(N 09°57' E 972.00')

S 79°50'24" E 668.35'

(S 80°00' E 669.00')

S10°04'36"W 960.00' (S 09°55' W 960.00')

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED ROAD

LINCOLN DRIVE

EX 20'

UTIILITY

EASEMENT

BORE NO 6

BORE NO 5

BORE NO 1

BORE NO 2

BORE NO 14

BORE NO 13 BORE 16

BORE 15

BORE NO 4

BORE NO 3

BORE NO 9

BORE NO 10

BORE NO 11

BORE NO 12

BORE NO 8

BORE NO 7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/08/2021

TOPOGRAPHICAL SURVEY &

BORING LOCATIONS

V-101

LEGEND AND SYMBOLS

CONTROL POINT

EXISTING TREE

EXISTING STORM DRAIN

EXISTING RIBBON CURB

EXISTING FENCING

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING INLET

1. EXISTING 4" BELOW GROUND DIP WATER

LINE.

2. EXISTING 4" ABOVE GROUND HDPE WATER

LINE

3. EXISTING STORM WATER OUTFALL.

4. EXISTING SANITARY SEWER DRAINAGE

FIELD.

KEYED NOTES

0 60 120

1 INCH = 60 FEET

BORE NO # BOREHOLE LOCATIONS

BENCHMARK

EXISTING 4" BELOW GROUND

WATER LINE

EXISTING 4" ABOVE GROUND

WATER LINE

SEPTIC DRAINAGE FIELD

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KCI CONTROL POINT #12 SET 60D NAIL N:654718.35 E:2624580.33 ELEV:6172.88

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CONCRETE SIDEWALK

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EHH

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REBAR POST

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CONCRETE

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WATER METER

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CONCRETE

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SPEED LIMIT SIGN

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EHH

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COLUMBARIUM

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STOP SIGN

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SIGN

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SIGN

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OUTLET

AutoCAD SHX Text D

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

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ASPHALT DRIVE

AutoCAD SHX Text 18"

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CONCRETE/STONE WALL

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GATE

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CONCRETE/STONE WALL

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CONCRETE CHANNEL

AutoCAD SHX Text 4"

AutoCAD SHX Text 20"P

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IRCV

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SIGN

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SIGN

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REBAR POST

AutoCAD SHX Text 4"

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

COMMITTAL SHELTER

AutoCAD SHX Text

STUCCO STORAGE BUILDING FFE 6182.77

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STUCCO PIC BUILDING FFE 6179.42

AutoCAD SHX Text

CONCRETE CURB

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CONCRETE CURB

AutoCAD SHX Text

STUCO BUILDING FFE 6144.83

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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NEW SECTION MARKER BASE

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ST-1 TOP BOX-6116.30 15"CPP IN-6114.05 15"RCP OUT-6113.90

AutoCAD SHX Text

ST-2 TOP BOX-6118.80 15"CPP IN-6116.07 15"CPP OUT-6116.03

AutoCAD SHX Text

ST-3 TOP BOX-6122.07 15"CPP IN-6118.57 15"CPP OUT-6118.50

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15"RCP (PARTIALLY BURIED) TOP PIPE-6113.69 TOP DIRT-6113.21

AutoCAD SHX Text

ST-4 TOP BOX-6125.06 15"CPP IN-6121.65 15"CPP OUT-6121.88

AutoCAD SHX Text

ST--5 TOP BOX-6128.06 15"CPP IN-6125.23 15"CPP OUT-6124.99

AutoCAD SHX Text

ST-6 TOP BOX-6131.60 15"CPP OUT-6128.13

AutoCAD SHX Text

2"PVC PIPES

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INV. 15"CMP 6131.55

AutoCAD SHX Text

ST-18 STORM MH RIM-6166.93 15"CPP OUT-6160.90

AutoCAD SHX Text

ST-7 TOP BOX-6134.50 15"CPP IN-6132.06 15"CPP OUT-6132.02

AutoCAD SHX Text

INV.15"CMP 6158.66

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INV.15"CMP 6163.71

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INV.15"CMP 6164.80

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ST-12 TOP BOX-6152.25 15"CPP IN-6149.43 15"CPP OUT-6149.30

AutoCAD SHX Text

INV.15"CMP PARTIALLY BURIED-6156.17 TOP OF DIRT-6157.50

AutoCAD SHX Text

ST-11 TOP BOX-6150.25 15"CPP IN-6147.64

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ST-13 TOP BOX-6155.00 15"CPP IN-6151.09 15"CPP OUT-6151.04

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ST-14 TOP BOX-6157.67 15"CPP IN-6153.50 15"CPP OUT-6153.46

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ST-16 TOP BOX-6160.30 15"CPP IN-6157.05 15"CPP OUT-6156.97

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ST-17 TOP BOX-6164.76 15"CPP IN-6160.16 15"CPP OUT-6160.09

AutoCAD SHX Text ST-15 STORM MH RIM-6160.38 15"CPP IN(E)-6156.20 15"CPP IN(N)-6156.45 15"CPP OUT(W)-6156.40

AutoCAD SHX Text

ST-24 TOP BOX-6162.33 15"CPP IN-6159.00 15"CPP OUT-6158.82

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ST-25 TOP BOX-6167.60 15"CPP IN-6164.04 15"CPP OUT-6164.06

AutoCAD SHX Text ST-26 TOP BOX-6171.70 15"CPP IN(N)-6168.00 15"CPP IN(E)-6167.95 15"CPP OUT(S)-6167.94

AutoCAD SHX Text

ST-27 TOP BOX-6176.68 15"CPP OUT-6172.88

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ST-19 TOP BOX-6154.00 15"CPP IN-6150.96 15"CPP OUT-6150.94

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ST-20 TOP BOX-6156.90 15"CPP IN-6154.15 15"CPP OUT-6154.04

AutoCAD SHX Text

ST-21 TOP BOX-6160.60 15"CPP IN-6158.00 15"CPP OUT-6157.87

AutoCAD SHX Text

ST-22 TOP BOX-6164.31 15"CPP IN-6161.08 15"CPP OUT-6160.90

AutoCAD SHX Text

ST-23 TOP BOX-6167.90 15"CPP OUT-6164.87

AutoCAD SHX Text

INV.15"CMP 6167.40

AutoCAD SHX Text

INV.15"CMP 6175.82

AutoCAD SHX Text

ST-8 TOP BOX-6135.75 15"CPP IN-6133.44 15"CPP OUT-6133.31

AutoCAD SHX Text

ST-9 TOP BOX-6137.90 15"CPP IN-6134.36 15"CPP OUT-6134.38

AutoCAD SHX Text

ST-10 STORM MH RIM-6139.63 15"CPP IN-6134.25 15"CPP OUT-6134.02

AutoCAD SHX Text

INV 15"CPP 6131.80

AutoCAD SHX Text

INV 15"CMP 6145.50

AutoCAD SHX Text

ST-28 15"CPP IN-6168.47 15"CPP OUT-6168.37

AutoCAD SHX Text

INV. 15"CMP 6132.15

AutoCAD SHX Text

GRATE OVER OPEN 15"CMP

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

KCI CONTROL POINT #15 SET 60D NAIL N:654119.51 E:2624128.00 ELEV:6140.08

AutoCAD SHX Text

KCI CONTROL POINT #10 SET 60D NAIL N:654971.41 E:2624443.14 ELEV:6175.78

AutoCAD SHX Text

ST-11 TOP BOX-6150.25 15"CPP IN-6146.69

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text

GRATE OVER OPEN 15"CMP

AutoCAD SHX Text

12" TRENCH DRAIN

AutoCAD SHX Text

80160 FD ALUM CAP N:654083.76 E:2624155.78 ELEV:6141.33

AutoCAD SHX Text

6401 FD BC USGS FT BAYARD 1945 N:6543752.48 E:2625122.00 ELEV:6165.46

AutoCAD SHX Text

MOW CURB

AutoCAD SHX Text

MOW CURB

AutoCAD SHX Text

MOW CURB

AutoCAD SHX Text

MOW CURB

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MOW CURB

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MOW CURB

AutoCAD SHX Text

CONTROL POINT 12" BWC SMA CONTROL N:653511.14 E:2624045.47 ELEV:6134.03

AutoCAD SHX Text

GENERAL NOTES: 1. BASIS OF BEARING AND ELEVATION, NEW BASIS OF BEARING AND ELEVATION, NEW OF BEARING AND ELEVATION, NEW OF BEARING AND ELEVATION, NEW BEARING AND ELEVATION, NEW BEARING AND ELEVATION, NEW NEW NEW MEXICO STATE PLANE (NAD 1983) WEST ZONE 3003.

orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

A D

STATE OF NEW MEXICO

(PARCEL NOT CODED)

Tie to Fort B ayard R eset (U

S B ronze D isk):

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED ROAD

LINCOLN DRIVE

EX 20'

UTIILITY

EASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project Management Construction Management Engineering

JVTM

N/A

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENG INEER

7/08/2021

DEMOLITION PLAN

CD101

BENCHMARK

EXISTING TREE

EXISTING STORM DRAIN

EXISTING RIBBON CURB

EXISTING FENCING

ABOVE GROUND WATER LINE

1. REMOVE EXISTING 4" DIP IN-GROUND WATER

LINE.

2. REMOVE EXISTING CONCRETE CURB.

3. REMOVE AND DISPOSE OF SEDIMENT/DEBRIS

FROM STORM WATER OUTLET STRUCTURE.

4. REMOVE GRAVEL ROAD AND DISPOSE OF OFF

SITE.

5. PRESERVE AND PROTECT EXISTING TRENCH

DRAIN.

6. REMOVE CONCRETE PAD.

7. REMOVE EXISTING 4" GATE VALVE.

8. REMOVE EXISTING ABOVE GROUND 4" HDPE

WATER LINE

9. CONTRACTOR TO REMOVE EXISTING WATER

LINE TO THE EXISTING VAULT.

10. CONTRACTOR TO REMOVE THE EXISTING

WATER LINE UP TO THE EXISTING CMP W/

WATER FILTER. WATER FILTER TO REMAIN.

10.1. CONTRACTOR TO PROVIDE A SUBMITTAL

FOR PROPOSED CONNECTION AT THE

EXISTING WATER FILTER.

11. CONTRACTOR TO REMOVE AND REPLACE

FENCING AS NEEDED TO CONNECT WATER LINE.

12. REMOVE AND REPLACE EXISTING GRAVEL

MULCH AS NEEDED FOR WATER LINE & VAULT

INSTALLATION.

13. REMOVE EXISTING GRAVEL MULCH AND STORE

ON CEMETERY PROPERTY FOR FUTURE USE.

13.1. CONTRACTOR TO COORDINATE STORAGE

LOCATION WITH CEMETERY STAFF.

KEYED NOTES

LEGEND AND SYMBOLS

0 60 120

1 INCH = 60 FEET

EXISTING INLET

GENERAL NOTES:

1. CONTRACTOR TO LIMIT DISTURBANCE WITHIN

STATE OWNED PROPERTY AND TO COORDINATE

ALL WORK WITH COR.

2. PRESERVE AND PROTECT ALL SANITARY SEWER

CLEANOUTS WITHIN ROADWAY AND ADJUST LID

TO MATCH FINISHED GRADE.

3. THE IRRIGATION SYSTEM IS TO REMAIN

OPERATIONAL AT ALL TIMES. CONTRACTOR TO

PROTECT ALL IRRIGATION HEADS AND IS TO

COORDINATE ANY DISRUPTION WITH CEMETERY

STAFF.

4. PRESERVE AND PROTECT EXISTING RIBBON CURB

EXCEPT WHERE SHOWN.

5. THE EXISTING ABOVE GROUND WATER LINE IS TO

REMAIN OPERATIONAL UNTIL THE COMPLETION OF

THE PROPOSED WATER LINE WITH LIMITED

DISRUPTION OF SERVICE.

5.1. CONTRACTOR TO LIMIT DISRUPTION OF

SERVICE TO A MAXIMUM OF 48 HOURS AND IS

TO COORDINATE ALL DISRUPTIONS WITH

CEMETERY STAFF.

6. CONTRACTOR TO COORDINATE ALL WATER

SERVICE DISRUPTIONS WITH CEMETERY STAFF.

7. CONTRACTOR TO DISPOSE OF THE EXISTING

WATER LINES .

DEMO GRAVEL DRIVE

4" W

DEMO RIBBON CURB

WATER

METER

VAULT

4" GATE VALVE

INSET A, SEE D2

THIS SHEET

INSET B, SEE F2

THIS SHEET

EXISTING CMP W/

WATER FILTER

BELOW GROUND WATER LINE4" W

REMOVE GRAVEL MULCH

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COMMITTAL SHELTER

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STUCCO STORAGE BUILDING FFE 6182.77

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STUCCO PIC BUILDING FFE 6179.42

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F2 orner of Section 26:

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

ADJOINER:

STATE OF NEW MEXICO

(PARCEL NOT CODED)

A D

STA

TE O

F N

EXIC

(PARCEL NOT CODED)

Tie to Fort B ayard R eset (U

S B ronze D isk):

FLAGPOLE

BASE (TYP)

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

ROOSEVELT DRIVE

STEWART DRIVE

SHERMAN DRIVE

LEE DRIVE

GRANT DRIVE

E PAZ

SECTION F SECTION B

SECTION E

SECTION D

SECTION A

SECTION C

SECTION M

SECTION G

CAMINO DE PAZ

ADMINISTRATIVE ROAD

UNNAMED ROAD

LINCOLN DRIVE

EX 20'

UTIILITY

EASEMENT

5.00'

19.33'

6.50' 6.50'6.33'

4.00'

5.25'

Tie to Fort B ayard R eset (U

S B ronze D isk):

19.00'

16.50'

1.50'

54.39

9.00'

4.97'

1.00'

25.0'

17.0'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

FORT BAYARD NC - PAVE ROADS,

REPAIR STORM DRAINS & WATER

UTILITIES

Fort Bayard, NM

885CM3011

N/A

07/08/2021Revisions: Date: Sheet of 20

BID DOCUMENTS

VCI Project…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 12, 2022.