36C78619B0017-004.pdf

PDF 19 MB Posted Jul 24, 2019

Attached to: Invitation for Bid Ft Richardson AK Expansion Constrcution 910-008
Solicitation number: 36C78619B0017
Issued by: Department of Veterans Affairs National Cemetery Administration

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36C78619B0017 190618 FRNC 910-008 Bid Drawings Final.pdf

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36C78619C0143-000.docx	DOCX document	Sep 15, 2019
36C78619B0017-0002005.xlsx	XLSX spreadsheet	Aug 19, 2019
36C78619B0017-0002000.docx	DOCX document	Aug 19, 2019
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36C78619B0017-0001001.xlsx	XLSX spreadsheet	Aug 4, 2019
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36C78619B0017 36C78619B0017_1.docx	DOCX document	Jul 12, 2019
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COVER SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 27

· ANCHORAGE STORMWATER MANUAL, LATEST EDITION

APPLICABLE CODES AND STANDARDS

1. TOPOGRAPHIC INFORMATION PROVIDED BY SURVEYS PERFORMED BY CRW ENGINEERING GROUP. LLC, DATED

NOVEMBER 7, 2018. THE GENERAL CONTRACTOR SHALL VERIFY ALL SURVEY INFORMATION.

2. THE COORDINATE SYSTEM IS A LOCALIZED GRID COORDINATE SYSTEM HOLDING MON-1 AS THE BASIS OF

COORDINATES. THE CONTROL AND LOCAL COORDINATE SYSTEM FROM THE JULY 29, 2003 PLAN FROM PHUKAN, INC.

WAS REFERENCED. WE ALSO HELD THE BENCHMARK "CEM" (MON-8) PUBLISHED ELEVATION (375.85') AS OUR BASIS OF

ELEVATION.

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 ENGINEER 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 ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY

REMOVAL OPERATION.

6. THE CONTRACTOR SHALL SEED/SOD ALL DISTURBED AREA, NOT SHOWN FOR ASPHALT OR CONCRETE, WITHIN LIMITS

OF DEMOLITION AND PROPOSED WORK. THIS INCLUDES STAGING AREA AND LAYDOWN AREAS. REFER TO LANDSCAPE

PLANS.

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. MATERIAL QUANTITIES ARE ESTIMATED FOR INFORMATION PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL QUANTITIES OF REPAIRED OR REPLACED MATERIALS.

12. 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.

13. CONTRACTOR TO MAINTAIN ONE (1) FULL-SIZE SETS OF RED-LINE "AS-BUILT" DRAWINGS DURING CONSTRUCTION AND

PROVIDE AN "AS-BUILT" SET OF DRAWINGS TO THE COR AT THE COMPLETION OF THE PROJECT. DESIGNER OF RECORD

WILL BE RESPONSIBLE FOR PRODUCING THE RECORD DRAWINGS USING CONTRACTOR PROVIDED AS-BUILT

DRAWINGS. CONTRACTOR TO PROVIDE AS-BUILT (REDLINED DRAWINGS) AS REQUIRED IN 01 00 02 GENERAL

REQUIREMENTS, PART 1.13.

GENERAL NOTES

SITE

1. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER (ENGINEER OF RECORD) THAT CONSTRUCTION HAS

COMMENCED.

2. ONCE THE PROJECT HAS BEEN COMPLETED AND THE PERMIT HAS BEEN CONVERTED FROM A CONSTRUCTION

PHASE PERMIT TO AN OPERATION AND MAINTENANCE PERMIT, THE OWNER WILL ASSUME THE RESPONSIBILITY OF

THE OPERATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM. THE OWNER WILL INSURE THAT

THE SYSTEM WILL BE OPERATED AS PERMITTED FOR THE LIFE OF THE SYSTEM. THE OWNER WILL INSPECT THE

SYSTEM AND PROVIDE MAINTENANCE AS NECESSARY TO KEEP THE SYSTEM FUNCTIONING AS DESIGN.

PERMITTING NOTES

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 OF 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 EFFORT WILL BE MADE TO

MAINTAIN DISTANCE FROM OCCUPIED GRAVE PLOTS.

CODE OF CONDUCT

G-001

THE FIRM PANEL IS 0200050375D, ZONE D, UNDETERMINED FLOOD HAZARD. THIS FIRM PANEL IS UNAVAILABLE.

F.I.R.M. PANEL: 0200050375D

DEPARTMENT OF VETERANS AFFAIRS

FORT RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

NCA PROJECT NO. 910CM3008

58-512 DAVIS HIGHWAY, FT. RICHARDSON, AK 99505

LOCATION MAP

NOT TO SCALE

SITE

VICINITY MAP

NOT TO SCALE

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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GRAVESITE SUMMARY

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SECTION NUMBER

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SIZE

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PPC

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IGC

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ACREAGE

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AutoCAD SHX Text 1,657

AutoCAD SHX Text 0.91

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AutoCAD SHX Text 4'x4'

AutoCAD SHX Text

AutoCAD SHX Text 0.27

AutoCAD SHX Text U

AutoCAD SHX Text 4'x4'

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AutoCAD SHX Text 0.36

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SUBTOTAL

AutoCAD SHX Text 1,657

AutoCAD SHX Text 1,717

AutoCAD SHX Text 1.54

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DRAWING INDEX

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SHEET NO.

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DRAWING NO.

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DRAWING TITLE

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AutoCAD SHX Text G-001

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COVER SHEET

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AutoCAD SHX Text V-101

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TOPOGRAPHIC SURVEY 1 OF 4

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AutoCAD SHX Text V-102

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TOPOGRAPHIC SURVEY 2 OF 4

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TOPOGRAPHIC SURVEY 3 OF 4

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TOPOGRAPHIC SURVEY 4 OF 4

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CONSTRUCTION ACCESS ROUTE

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EXISTING CONDITIONS

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DEMOLITION PLAN

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SIGNAGE DEMOLITION PLAN

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SITE PLAN

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GRADING AND DRAINAGE PLAN

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EROSION CONTROL PLAN

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SIGNAGE PLAN

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AutoCAD SHX Text C-201

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PLAN AND PROFILES

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AutoCAD SHX Text C-401

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GRAVESITE NUMBERING PLAN

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AutoCAD SHX Text C-501

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GRAVESITE DETAILS 1

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AutoCAD SHX Text C-502

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GRAVESITE DETAILS 2

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EROSION CONTROL AND SITE DETAILS

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AutoCAD SHX Text C-504

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SIGNAGE DETAILS

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AutoCAD SHX Text C-505

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SIGNAGE ELEVATION DETAILS

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AutoCAD SHX Text C-506

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SIGNAGE PANEL DETAILS

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AutoCAD SHX Text C-507

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SIGNAGE STRUCTURAL DETAILS

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LI-101

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IRRIGATION PLAN

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LI-501

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IRRIGATION DETAILS

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LI-502

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IRRIGATION DETAILS

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LP-101

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PLANTING PLAN

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LP-501

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PLANTING DETAILS

T H

REGISTERED

RVEYOR

M i c h a e l

J o k e l a

L S

TOPOGRAPHIC SURVEY

V-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 272

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REVISION

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STATUS:

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DATE:

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HOR.

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DRAWN BY

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CHECKED BY

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APPROVED BY

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SHEET NO.

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CITY GRID

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WATER GRID

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SEWER GRID

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DATE

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DESCRIPTION

AutoCAD SHX Text J:\Fort Richardson\CAD\Topographical Survey.dwg PLOT DATE: 5/31/2019 2:17 PM

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PROJECT NO:

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PHONE: (907) 562-3252

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ANCHORAGE, ALASKA 99503

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3940 ARCTIC BLVD. SUITE 300

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#AECL882-AK

AutoCAD SHX Text Fort Richardson National Cemetery

AutoCAD SHX Text Cemetery Expansion Topographical Survey

AutoCAD SHX Text

AutoCAD SHX Text Nov 2018

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text N/A

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TDS

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MLJ

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AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

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AutoCAD SHX Text Gravel Road

AutoCAD SHX Text Wooded Area

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AutoCAD SHX Text Headstone Alignment

AutoCAD SHX Text Paved Road

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SYMBOL LEGEND

AutoCAD SHX Text Existing Brass Cap Existing Aluminum Cap Existing Rebar or Iron Pipe Control set by CRW Point Number Test Bore/Test Pit Dry Well Electric Junction Box Power/Utility Pole Post/Bollard Water Valve Water Hose Bib Rock Bush Tree Deciduous Tree Evergreen Sign

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AutoCAD SHX Text Paved Road

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BENCHMARK "CEM" BASIS OF ELEVATION 375.86'

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BASIS OF BEARING

AutoCAD SHX Text 1/4/2019

AutoCAD SHX Text SURVEY CONTROL NOTES Horizontal control is a local grid coordinate system from a from a 2003 survey conducted by Phukan, Inc. The Basis of Coordinates is Mon 1 at the southeast lot corner with coordinates 5000.00, 5000.00. The north lot line was held as the Basis of Bearing. Vertical control is Benchmark "CEM" (Mon 8 from the 2003 survey) with an elevation of 375.86 feet held from the 2003 survey. Based on a differential level run between Benchmark "CEM" and NGS Monument MB77, elevations from this survey can be adjusted to NAVD88 Datum by adding 4.11 feet.

AutoCAD SHX Text

LINE LEGEND

AutoCAD SHX Text Property Line Edge of Pavement Edge of Gravel Edge of Trees Contour Line Fence Line

AutoCAD SHX Text SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT I, MICHAEL L. JOKELA AM PROPERLY REGISTERED AND LICENSED TO PRACTICE LAND SURVEYING IN THE STATE OF ALASKA, AND THAT THIS DRAWING REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION, AND THAT THE MONUMENTS SHOWN HEREON ACTUALLY EXIST AS DESCRIBED, AND THAT ALL DIMENSIONS AND OTHER DETAILS ARE CORRECT TO THE EXTENT SHOWN HEREON.

AutoCAD SHX Text NOTES 1. ALL COORDINATES AND DIMENSIONS SHOWN ARE IN U.S. ALL COORDINATES AND DIMENSIONS SHOWN ARE IN U.S. SURVEY FEET. 2. THE FIELD SURVEY WAS CONDUCTED JUNE 2016. THE FIELD SURVEY WAS CONDUCTED JUNE 2016. 3. WHETHER LISTED OR NOT, ALL MONUMENTS OR PROPERTY MARKERS, CORNERS, OR ACCESSORIES, WHICH WILL BE DISTURBED OR BURIED, SHALL BE REFERENCED OR RE-ESTABLISHED IN THEIR ORIGINAL POSITION (A.S. 19.10.260) AND RECORDED (A.S. 34.65.040). 4. THE BACKGROUND LOT INFORMATION SHOWN IS FOR ORIENTATION PURPOSES ONLY AND DOES NOT REPRESENT BOUNDARY SURVEY. SEE RECORDED PLATS, DEEDS & EASEMENTS FOR DETAILED PROPERTY INFORMATION.

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

REGISTERED

RVEYOR

M i c h a e l

J o k e l a

L S

TOPOGRAPHIC SURVEY

V-102

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 273

AutoCAD SHX Text

REVISION

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STATUS:

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DATE:

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SCALE

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HOR.

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VER.

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DRAWN BY

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CHECKED BY

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APPROVED BY

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SHEET NO.

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PROJECT NO.

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CITY GRID

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WATER GRID

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SEWER GRID

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DATE

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REV

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DESCRIPTION

AutoCAD SHX Text J:\Fort Richardson\CAD\Topographical Survey.dwg PLOT DATE: 5/31/2019 2:17 PM

AutoCAD SHX Text

PROJECT NO:

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PHONE: (907) 562-3252

AutoCAD SHX Text

ANCHORAGE, ALASKA 99503

AutoCAD SHX Text

3940 ARCTIC BLVD. SUITE 300

AutoCAD SHX Text

#AECL882-AK

AutoCAD SHX Text Fort Richardson National Cemetery

AutoCAD SHX Text Cemetery Expansion Tree Survey

AutoCAD SHX Text

AutoCAD SHX Text Nov 2018

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text N/A

AutoCAD SHX Text

TDS

AutoCAD SHX Text

MLJ

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 30'

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AREA "A"

AutoCAD SHX Text 1/4/2019

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AREA "B"

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AREA "C"

AutoCAD SHX Text Gate

AutoCAD SHX Text Gravel Road

AutoCAD SHX Text Wooded Area

AutoCAD SHX Text Shed

AutoCAD SHX Text Paved Road

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SYMBOL LEGEND

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LINE LEGEND

AutoCAD SHX Text Property Line Edge of Pavement Edge of Gravel Edge of Trees Contour Line Fence Line

AutoCAD SHX Text Wooded Area

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BASIS OF BEARING

AutoCAD SHX Text Property Line

AutoCAD SHX Text Sign

AutoCAD SHX Text Property Line

AutoCAD SHX Text NOTES 1. SEE SHEET 3 FOR TREE TYPES AND SIZES. SEE SHEET 3 FOR TREE TYPES AND SIZES. 2. AREA TREE COUNTS ARE IN ADDITION TO TREES AREA TREE COUNTS ARE IN ADDITION TO TREES LOCATED & NUMBERED ON THIS PAGE. 3. TREE AREA'S A, B & C ARE DETAIL ON SHEET 4. TREE AREA'S A, B & C ARE DETAIL ON SHEET 4. 4. AREA TREE COUNTS ARE WITH IN PROPOSED WORK AREA TREE COUNTS ARE WITH IN PROPOSED WORK LIMITS, SEE SHEET 4.

REGISTERED

RVEYOR

M i c h a e l

J o k e l a

L S

TOPOGRAPHIC SURVEY

V-103

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 274

AutoCAD SHX Text

REVISION

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STATUS:

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DATE:

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SCALE

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HOR.

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VER.

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DRAWN BY

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CHECKED BY

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APPROVED BY

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SHEET NO.

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CITY GRID

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WATER GRID

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SEWER GRID

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DATE

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DESCRIPTION

AutoCAD SHX Text J:\Fort Richardson\CAD\Topographical Survey.dwg PLOT DATE: 5/31/2019 2:17 PM

AutoCAD SHX Text

PROJECT NO:

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PHONE: (907) 562-3252

AutoCAD SHX Text

ANCHORAGE, ALASKA 99503

AutoCAD SHX Text

3940 ARCTIC BLVD. SUITE 300

AutoCAD SHX Text

#AECL882-AK

AutoCAD SHX Text Fort Richardson National Cemetery

AutoCAD SHX Text Cemetery Expansion Tree Survey

AutoCAD SHX Text

AutoCAD SHX Text Nov 2018

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text N/A

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TDS

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MLJ

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AutoCAD SHX Text 1/4/2019

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TABLE OF MEASURED TREES

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AutoCAD SHX Text 9" Spruce

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AutoCAD SHX Text 9" Birch

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AutoCAD SHX Text 9" Birch

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AutoCAD SHX Text 11" Birch

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AutoCAD SHX Text 8" Spruce

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AutoCAD SHX Text 8" Poplar

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AutoCAD SHX Text 10" Spruce

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AutoCAD SHX Text 16" Spruce

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AutoCAD SHX Text 12" Spruce

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AREA "A" TREES

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TREE COUNTS BY AREA

AutoCAD SHX Text NOTES 1. AREA TREE COUNTS ARE IN ADDITION TO NUMBERED AREA TREE COUNTS ARE IN ADDITION TO NUMBERED TREES SHOWN IN TABLE OF MEASURED TREES ON THIS PAGE. 2. TREE AREA'S A, B & C ARE DETAIL ON SHEET 4. TREE AREA'S A, B & C ARE DETAIL ON SHEET 4.

REGISTERED

RVEYOR

M i c h a e l

J o k e l a

L S

TOPOGRAPHIC SURVEY

V-104

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 275

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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LIMIT OF WORK

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REVISION

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STATUS:

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DATE:

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SCALE

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HOR.

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VER.

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DRAWN BY

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CHECKED BY

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APPROVED BY

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SHEET NO.

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PROJECT NO.

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CITY GRID

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WATER GRID

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SEWER GRID

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DATE

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REV

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DESCRIPTION

AutoCAD SHX Text J:\Fort Richardson\CAD\Topographical Survey.dwg PLOT DATE: 5/31/2019 2:17 PM

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PROJECT NO:

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PHONE: (907) 562-3252

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ANCHORAGE, ALASKA 99503

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3940 ARCTIC BLVD. SUITE 300

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#AECL882-AK

AutoCAD SHX Text Fort Richardson National Cemetery

AutoCAD SHX Text Cemetery Expansion Tree Survey

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AutoCAD SHX Text Nov 2018

AutoCAD SHX Text 1"=40'

AutoCAD SHX Text N/A

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TDS

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MLJ

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AutoCAD SHX Text 40'

AutoCAD SHX Text 80'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1/4/2019

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BASIS OF BEARING

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AREA "B"

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AREA "C"

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AREA "A"

AutoCAD SHX Text NOTES 1. SEE SHEET 3 FOR TREE TYPES AND SIZES. SEE SHEET 3 FOR TREE TYPES AND SIZES. 2. AREA TREE COUNTS ARE WITH IN PROPOSED WORK AREA TREE COUNTS ARE WITH IN PROPOSED WORK LIMITS 3. AREA TREE COUNTS ARE IN ADDITION TO TREES AREA TREE COUNTS ARE IN ADDITION TO TREES LOCATED & NUMBERED ON PAGE'S 2 & 3. 4. PROPOSED DESIGN INFORMATION IS SHOWN FOR PROPOSED DESIGN INFORMATION IS SHOWN FOR INFORMATION PURPOSE ONLY TO HELP DEFINE TREE COUNT AREA

AutoCAD SHX Text Proposed Design

CONSTRUCTION

ACCESS ROUTE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 27

B-101

AutoCAD SHX Text

SCALE IN FEET

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AutoCAD SHX Text 100'

AutoCAD SHX Text 200'

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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DAVIS HWY

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STEVENS ROAD

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STAMBONE RD

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CONSTRUCTION ACCESS ROUTE

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CEMETERY MAIN ENTRANCE (NO CONSTRUCTION ACCESS)

GENERAL NOTES: 1. CONTRACTOR TRAILER LOCATION TO BE DETERMINED IN FIELD, CONTRACTOR TRAILER LOCATION TO BE DETERMINED IN FIELD, COORDINATE WITH CEMETERY STAFF. 2. CONTRACTOR SHALL NOT USE CEMETERY ROADS FOR ACCESS TO CONTRACTOR SHALL NOT USE CEMETERY ROADS FOR ACCESS TO CONSTRUCTION SITE. SEE ACCESS ROUTE ON THIS DRAWING. 3. CONTRACTOR TO SUBMIT PHASING PLANS FOR APPROVAL, CONTRACTOR TO SUBMIT PHASING PLANS FOR APPROVAL, COORDINATE/SUBMIT PHASING PLAN TO COR FOR APPROVAL. 4. CONTRACTOR SHALL KEEP CEMETERY ROADS FREE OF ALL DEBRIS CONTRACTOR SHALL KEEP CEMETERY ROADS FREE OF ALL DEBRIS AND VEHICLES. 5. CONTRACTOR TO MAINTAIN VISITOR ACCESS TO CEMETERY OPEN AT CONTRACTOR TO MAINTAIN VISITOR ACCESS TO CEMETERY OPEN AT ALL TIMES. 6. CONTRACTOR SHALL NOT INTERRUPT EVERYDAY CEMETERY OPERATIONS CONTRACTOR SHALL NOT INTERRUPT EVERYDAY CEMETERY OPERATIONS DURING CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE WITH CEMETERY STAFF DAILY ON CONTRACTOR SHALL COORDINATE WITH CEMETERY STAFF DAILY ON BURIAL SCHEDULE.

EXISTING CONDITIONS

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 27

B-102

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SCALE IN FEET

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AutoCAD SHX Text 60'

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SECTION P

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SECTION N

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SECTION G

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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GRAVEL ROAD

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PAVED ROAD

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GRAVEL ROAD

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GRAVEL ROAD

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SHED

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WOODED AREA

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SYMBOL LEGEND

AutoCAD SHX Text EXISTING BRASS CAP EXISTING ALUMINUM CAP EXISTING REBAR OR IRON PIPE CONTROL SET BY CRW TEST BORE/TEST PIT DRY WELL ELECTRIC JUNCTION BOX POWER/UTILITY POLE POST/BOLLARD WATER VALVE WATER HOSE BIB ROCK BUSH TREE DECIDUOUS TREE EVERGREEN SIGN

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TP-02

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BH-07

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TP-01

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BH-06

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BH-01

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TP-06

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TP-05

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TP-08

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TP-07

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BH-08

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TP-03

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TP-04

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BH-05

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TREELINE

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FLOWER VASE WATER STATION

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SECTION MARKER

EXISTING GATE

DEMOLITION PLAN

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 27

D-101

AutoCAD SHX Text

SCALE IN FEET

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AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

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SECTION P

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SECTION N

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SECTION J

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SECTION G

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SECTION H

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SECTION K

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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AutoCAD SHX Text KEY NOTES 1. RELOCATE EXISTING SHED; CONTRACTOR TO COORDINATE WITH RELOCATE EXISTING SHED; CONTRACTOR TO COORDINATE WITH CEMETERY STAFF ON LOCATION. 2. REMOVE GRAVEL ROAD FULL DEPTH, STOCKPILE AND REUSE AS REMOVE GRAVEL ROAD FULL DEPTH, STOCKPILE AND REUSE AS INDICATED. 3. INSTALL 6' HIGH CHAIN-LINK CONSTRUCTION FENCE WITH VISUAL INSTALL 6' HIGH CHAIN-LINK CONSTRUCTION FENCE WITH VISUAL SCREENING MATERIAL 4. INSTALL DOUBLE SWING ARM GATE, (TYP.) INSTALL DOUBLE SWING ARM GATE, (TYP.) 5. PROTECT EXISTING TREES; INSTALL TREE PROTECTION FENCE, (TYP.) PROTECT EXISTING TREES; INSTALL TREE PROTECTION FENCE, (TYP.) 6. REMOVE EXISTING TREES WITHIN LIMITS OF DISTURBANCE REMOVE EXISTING TREES WITHIN LIMITS OF DISTURBANCE 7. CONSTRUCT TEMPORARY GRAVEL TURN-AROUND CONSTRUCT TEMPORARY GRAVEL TURN-AROUND 8. REMOVE AND RELOCATE EXISTING GATE AS INDICATED, DEMOLISH REMOVE AND RELOCATE EXISTING GATE AS INDICATED, DEMOLISH CONCRETE FOOTINGS. 9. REMOVE AND RELOCATE EXISTING ROCKS (8 UNITS). CONTRACTOR REMOVE AND RELOCATE EXISTING ROCKS (8 UNITS). CONTRACTOR TO COORDINATE WITH CEMETERY STAFF ON NEW LOCATION.

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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LIMIT OF DISTURBANCE

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AutoCAD SHX Text DEMOLITION NOTES 1. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER LOCAL THE CONTRACTOR SHALL COORDINATE WITH THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANIES TO LOCATE UNDERGROUND UTILITIES PRIOR TO COMMENCING THE DEMOLITION WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION, VERIFICATION, SUPPORT, AND PROTECTION OF ALL ABOVEGROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE. 3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE NO DAMAGE OCCURS TO EXISTING GRAVESITES, HEADSTONES, STRUCTURES, TREES AND UTILITIES THAT ARE TO REMAIN IN PLACE AND MAY BE AFFECTED BY CONSTRUCTION OPERATIONS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE CEMETERY THE CONTRACTOR SHALL COORDINATE WITH THE CEMETERY DIRECTOR DAILY ON THE BURIAL SCHEDULE. 5. THE CONTRACTOR AND SUBCONTRACTOR SHALL NOT PARK OR THE CONTRACTOR AND SUBCONTRACTOR SHALL NOT PARK OR QUEUE VEHICLES ON CEMETERY ROAD. 6. THE CONTRACTOR SHALL STORE MATERIALS IN AREAS APPROVED THE CONTRACTOR SHALL STORE MATERIALS IN AREAS APPROVED BY THE COTR. PROVIDE SCREENING OF STORAGE AREAS. 7. THE CONTRACTOR SHALL KEEP CEMETERY ROADS CLEAN OF ALL THE CONTRACTOR SHALL KEEP CEMETERY ROADS CLEAN OF ALL CONSTRUCTION RELATED MATERIAL AND DEBRIS. 8. ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A ALL AREAS ADJACENT TO THE SITE SHALL BE MAINTAINED IN A CLEAN CONDITION, MUD AND DUST FREE AT ALL TIMES. 9. THE CONTRACTOR SHALL HAVE THE LIMITS OF CLEARING AND THE CONTRACTOR SHALL HAVE THE LIMITS OF CLEARING AND DEMOLITION AND ALL BUFFERS STAKED WITH FLAGGING BETWEEN ANGLE POINTS TO ENSURE THE PROPER LOCATION OF TREE PROTECTION FENCE AND PROPOSED IMPROVEMENTS PRIOR TO CLEARING AND DEMOLITION. 10. ALL VEGETATION, ROOT SYSTEMS, TOPSOIL, OTHER DELETERIOUS ALL VEGETATION, ROOT SYSTEMS, TOPSOIL, OTHER DELETERIOUS MATERIAL, EXISTING PAVEMENT, ORGANICS AND UNSUITABLE BEARING SOILS SHALL BE STRIPPED FROM THE SURFACE WITHIN THE CONSTRUCTION LIMITS AND DISPOSED OF OFF-SITE TO A DISPOSAL FACILITY APPROVED BY THE STATE FOR THE HANDLING OF CLEARING AND DEMOLITION MATERIALS. 11. CLEAN TOPSOIL MAY BE STOCKPILED IN AN AREA APPROVED BY CLEAN TOPSOIL MAY BE STOCKPILED IN AN AREA APPROVED BY THE OWNER AND REUSED LATER ACCORDING TO SPECIFICATIONS. 12. CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL FEES. CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL FEES. 13. CONTRACTOR TO REPLACE ALL SIGNS AS SHOWN ON SHEET CONTRACTOR TO REPLACE ALL SIGNS AS SHOWN ON SHEET C-104, INCLUDING POSTS AND PANELS.

AutoCAD SHX Text CONTRACTOR TO INSTALL ACCESS GATE FOR IRRIGATION CONSTRUCTION; COORDINATE LOCATION ON SITE.

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SYMBOL LEGEND

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TREELINE

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FLOWER VASE WATER STATION

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SECTION MARKER

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SAWCUT ASPHALT TO RECEIVE NEW ASPHALT

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SAWCUT ASPHALT TO RECEIVE NEW ASPHALT

SIGNAGE DEMOLITION

PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 TM CKRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

Fort Richardson, AK

Environment & Infrastructure

Solutions, Inc.

100% SUBMITTAL

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420

D-102

23 22

1 N.T.S.

DEMOLITION SITE PLAN

2 N.T.S.

SIGNAGE DEMOLITION SCHEDULE

C O

I T

S E

I C

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SECTION L

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SECTION R

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SECTION FF

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OLD GLORY AVE.

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SECTION S

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EAST VALOR DRIVE

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EAST VALOR DRIVE

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EAST VALOR DRIVE

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WEST VALOR DRIVE

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HONOR LANE

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FREEDOM ROAD

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LEGACY LANE

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TRIBUTE AVENUE

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

AutoCAD SHX Text 00404366 chris.kisch Textbox Sht. 9 of 27

SITE PLAN

C-101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F i l e

P a t h

National Cemetery Administration

Office of Design & Construction

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhasePRIME CONSULTANT STAMPCONSULTANT

321 4 5 6 7 8 9 10

910CM3008

N/A Project Director

31 MAY 2019 CAP HSRevisions: Date:

FT. RICHARDSON NATIONAL CEMETERY

GRAVESITE EXPANSION

FT. RICHARDSON, AK

Environment & Infrastructure

Solutions, Inc.

BID PACKAGE

JUAN A. KAYS

NATIONAL CEMETERY ADMINISTRATION

810 VERMONT AVE NW

WASHINGTON, DC 20420 ofSht. 2710

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SECTION K

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HEADSTONE DIRECTION

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AutoCAD SHX Text KEY NOTES 1. INSTALL ASPHALT PAVING (SEE 1/C-503) INSTALL ASPHALT PAVING (SEE 1/C-503) 2. CONSTRUCT GRAVEL ROAD (SEE 2/C-503) CONSTRUCT GRAVEL ROAD (SEE 2/C-503) 3. INSTALL PRECAST CONCRETE LAWN CRYPT, (TYP.) (SEE C-502) INSTALL PRECAST CONCRETE LAWN CRYPT, (TYP.) (SEE C-502) 4. INSTALL PRECAST PERIMETER CONCRETE LAWN CRYPT, (TYP.) INSTALL PRECAST PERIMETER CONCRETE LAWN CRYPT, (TYP.) 5. INSTALL IN-GROUND CREMATED REMAINS, (TYP.) INSTALL IN-GROUND CREMATED REMAINS, (TYP.) 6. INSTALL GRAVESITE SECTION MARKER, (TYP.) (SEE 6/C-501) INSTALL GRAVESITE SECTION MARKER, (TYP.) (SEE 6/C-501) 7. INSTALL GRAVESITE GRID MONUMENT, (TYP.) (SEE 7/C-501) INSTALL GRAVESITE GRID MONUMENT, (TYP.) (SEE 7/C-501) 8. INSTALL FLOWER WATERING STATION, (TYP.) (SEE D8/LI501) INSTALL FLOWER WATERING STATION, (TYP.) (SEE D8/LI501) 9. INSTALL 6' HIGH CHAIN-LINK CONSTRUCTION FENCE WITH VISUAL INSTALL 6' HIGH CHAIN-LINK CONSTRUCTION FENCE WITH VISUAL SCREENING MATERIAL 10. INSTALL DOUBLE SWING ARM GATE, (TYP.) INSTALL DOUBLE SWING ARM GATE, (TYP.) 11. CONSTRUCT TEMPORARY GRAVEL TURN-AROUND TO BE REMOVED CONSTRUCT TEMPORARY GRAVEL TURN-AROUND TO BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND RESTORED 12. GRIND AND OVERLAY WHERE NEW PAVEMENT MEETS EXISTING GRIND AND OVERLAY WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 13. INSTALL DRY WELL, (TYP.) (SEE 3/C-503) INSTALL DRY WELL, (TYP.) (SEE 3/C-503) 14. REPLENISH GRAVEL IN THIS AREA WITH DEMOLISHED GRAVEL REPLENISH GRAVEL IN THIS AREA WITH DEMOLISHED GRAVEL ROADS. 15. INSTALL SINGLE SIDED BENCH CONDITION A, (SEE F9/LI502) INSTALL SINGLE SIDED BENCH CONDITION A, (SEE F9/LI502) 16. INSTALL DOUBLE SIDED BENCH CONDITION B, (SEE F6/LI502) INSTALL DOUBLE SIDED BENCH CONDITION B, (SEE F6/LI502) 17. INSTALL CONSTRUCTION SIGN AND SAFETY SIGN. COORDINATE WITH INSTALL CONSTRUCTION SIGN AND SAFETY SIGN. COORDINATE WITH CEMETERY STAFF FOR LOCATION. (SEE C7 & F7/C-504)

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1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

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AutoCAD SHX Text EXISTING DRY WELL EXISTING ELECTRIC JUNCTION BOX EXISTING WATER VALVE EXISTING HYDRANT EXISTING BUSH EXISTING TREE DECIDUOUS EXISTING TREE EVERGREEN PROPOSED HYDRANT PROPOSED SECTION MARKERS PROPOSED GRID MONUMENT PROPOSED DRY WELL PROPOSED SIGN PROPOSED ASPHALT PAVING PROPOSED GRAVEL PAVING

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CIVIL LEGEND

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GRAVESITE GRID MONUMENTS

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MONUMENT

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NORTHING

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GRAVESITE GRID MONUMENT

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