36C78624B0003 Amendment 0001.pdf

5. PROJECT NUMBER (if applicable)

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office. is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 60

01/03/2024

940-MM23-002

36C786

Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172

36C786

Department of Veterans Affairs National Cemetery Administration Contracting Services 18434 Joplin Road Triangle VA 22172

To all Offerors/Bidders 36C78624B0003

11-21-2023 X

X X

** HOUR & DATE for Receipt of Offers is EXTENDED to:

X 1

Amendment 0001 is to provide response to Request for Information (RFI) clarification questions.

The response Due Time/Date remains unchanged.

No other changes are made at this time; All other requirement language, terms and conditions remain unchanged.

Claude Humphrey Contracting Officer

VA-NCA-2023-0006

CONTINUATION PAGE

AMENDMENT 0001

Request for Information (RFI) Response:

The following Request for Information (RFI) questions have been submitted to the Contracting Officer regarding this solicitation. The questions and responses represent all questions submitted to the Contracting Officer prior to the deadline established in the Solicitation. The following questions and responses are provided for bidder’s information and use.

RFI 1: Are there detailed drawings for the project?

Response – Attached are the Record Drawings_07182029 that are included in the IFB solicitation, which you should be able to download and enlarge to view.

See attached document: Record Dwgs_07182019.

94 94 52

10 10

294 294

FARGO NATIONAL

VETERANS BURIAL GROUND

NORTH

DAKOTA

MINNESOTAFargo

Moorhead

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019

COVER SHEET

X-1.0

DEPARTMENT OF VETERANS AFFAIRS

VA NATIONAL VETERANS BURIAL GROUND CEMETERY

PHASE I GRAVESITE DEVELOPMENT

VA PROJECT NO. 894CM3036

VA CONTRACT NO. VA786A-17-C-0011

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

PLANNING, CIVIL ENGINEERING

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: GARY JOHNSON, PROJECT MANAGER

PHONE: (763) 412-4000

IMEG

ELECTRICAL ENGINEERING

623 26TH AVENUE

ROCK ISLAND, IL 61201

CONTACT: MATT SNYDER

PHONE: (916) 817-4924

AQUA ENGINEERING

IRRIGATION

375 E. HORSETOOTH RD. BLDG 2-202

FORT COLLINS, CO 80525

CONTACT: ROBERT BECCARD

PHONE: (970) 372-6104

REGIONAL LOCATION MAP PROJECT SITE MAPN.T.S.

N

N.T.S.

N

JL EB

GENERAL CONTRACTOR

VALIANT CONSTRUCTION, LLC

GENERAL CONTRACTOR

4229 BARDSTOWN ROAD, SUITE 206

LOUSIVILLE, KY 40218

CONTACT: STEPHEN M. MONGRELLO, PROJECT MANAGER

PHONE: (502) 562-0037

ADVANCED STRUCTURAL TECHNOLOGIES, INC.

STRUCTURAL ENGINEERING

7212 METRO BOULEVARD

EDINA, MN 55439

CONTACT: MICHELLE SCHMIDT

PHONE: (952) 854-9302

PROJECT SITE

SHEET INDEX

SHEET NO. SHEET TITLE

GENERAL

X-1.0 COVER SHEET

X-1.1 ABBREVIATIONS & SYMBOLS

GEOTECHNICAL

B-1.0 GEOTECHNICAL BORING LAYOUT

B-1.1 GEOTECHNICAL BORING LOGS

B-1.2 GEOTECHNICAL BORING LOGS

SURVEY

V-1.0 EXISTING CONDITIONS SURVEY

SITE PLAN

L-1.0 OVERALL SITE PLAN

L-1.1 FLAG ASSEMBLY & COMMITTAL SERVICE SHELTER

ENLARGEMENT

L-1.2 SITE PAVEMENT DETAILS

L-1.3 SITE FENCE AND SIGN DETAILS

L-1.4 SITE DETAILS

L-1.5 SITE FURNISHING DETAILS

L-1.6 CLIN 0004 - MANUAL GATE

GRADING

L-2.0 GRADING PLAN

L-2.1 GRADING ENLARGEMENT

L-2.2 EROSION AND SEDIMENT CONTROL PLAN

L-2.3 EROSION CONTROL DETAILS

L-2.4 STORM WATER POLLUTION PREVENTION PLAN

UTILITIES

L-3.0 UTILITIES PLAN

L-3.1 STREET PLAN AND PROFILE

L-3.2 UTILITY DETAILS

LANDSCAPE

L-4.0 LANDSCAPE PLAN

L-4.1 LANDSCAPE DETAILS AND SCHEDULE

L-4.2

GRAVESITE BURIAL SECTIONS

L-5.0 GRAVESITE LAYOUT

L-5.1 GRAVESITE LAYOUT

L-5.2 GRAVESITE NUMBERING- SECTION 5

L-5.3 GRAVESITE NUMBERING

L-5.4 CRYPT DETAILS

L-5.5 CRYPT DETAILS

COLUMBARIUM AND MEMORIAL - ENTRANCE WALL

L-6.0 COLUMBARIA LAYOUT PLAN

L-6.1 COLUMBARIA NUMBERING PLAN

L-6.2 COLUMBARIA GRADING PLAN

L-6.3 COLUMBARIA - DETAILS

L-6.4 COLUMBARIA-DETAILS

L-6.5 COLUMBARIA - PRE-CAST NICHE DETAILS

L-6.6 ENTRANCE - MEMORIAL WALL ELEVATIONS

L-6.7 ENTRANCE - MEMORIAL WALL DETAILS

L-6.8 ENTRANCE - MEMORIAL WALL DETAILS

L-6.9 MEMORIAL WALL DETAILS

L-6.10 MEMORIAL WALL DETAILS

IRRIGATION: PUMP HOUSE

A100

STRUCTURAL

S-0.1 TITLE SHEET - STRUCTURAL GENERAL NOTES

S-1.1 SPECIAL INSPECTIONS-TESTING-SUBMITTALS

S-2.1 PUMP HOUSE - PLANS AND SCHEDULES

S-2.2 PUMP HOUSE - SECTIONS AND DETAILS

S-3.1 ENTRANCE - MEMORIAL WALL PLAN, SECTIONS, AND

DETAILS

S-4.1 COLUMBARIA - PLAN, SECTIONS, AND DETAILS

S-5.1 DETAIL MODIFICATIONS

IRRIGATION

LI-001 IRRIGATION COVER SHEET

LI-101 IRRIGATION PLAN

LI-501 IRRIGATION DETAILS

LI-502 IRRIGATION DETAILS

LI-503 IRRIGATION DETAILS

LI-504 IRRIGATION PUMP DETAILS

ELECTRICAL

E-000 ELECTRICAL COVER SHEET

E-001 ELECTRICAL SITE PLAN

E-500 ONE-LINE DIAGRAM AND DETAILS

12TH AVE. N

40TH AVE. N

MAPLE SHEYENNE

LUTHERAN CHURCH

& CEMETERY

EXIT 69

C O

U N

TY

R

O A

D

GRAVESITE SUMMARY

BURIAL TYPE PHASE 1

PPC (3'x8') 1402 PPC-OVERSIZE (4'x10') 40

PRIVATE VAULT (4'x10') 47

COLUMBARIUM NICHES 800

IN-GROUND CREMAINS (4'x4') 817

MEMORIAL WALL MARKERS 98

TOTAL 3204

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A/E ARCHITECT /ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC

CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHR ANCHOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ATCH ATIACHMENT

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

B PL BASE PLATE

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BOT BOTIOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BTWN BETWEEN

CB CATCH BASIN

CD CONSTRUCTION OR CONTRACT

DOCUMENTS

CEM CEMENT

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CF/01 CONTRACTOR FURNISHED/OWNER

INSTALLED

CFMF COLD-FORMED METAL FRAMING

CGSFU CERAMIC GLAZED STRUCTURAL FACING

UNITS

CHFR CHAMFER

CHK CHECK

CIP CAST -IN-PLACE

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CUFT CUBIC FEET

CUIN CUBIC INCH

CUYD CUBIC YARD

CYL CYLINDER

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ENGR ENGINEER

EQ EQUAL

ESMT EASEMENT

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXSTGR EXISTING GRADE

FAB FABRIC

FDTN FOUNDATION

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FT FEET OR FOOT

FTG FOOTING

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

HB HOSE BIBB

HDW HARDWARE

HORIZ HORIZONTAL

HP HIGH PRESSURE OR HORSEPOWER

HYD HYDRANT

ID IDENTIFICATION, INSIDE DIAMETER

IDNO IDENTIFICATION NUMBER

IGC IN-GROUND CREMAINS

INFO INFORMATION

LBS POUND

LDR LEADER

LF LINEAR FEET (FOOT)

LMST LIMESTONE

LNDSCP LANDSCAPE

LS LUMP SUM

LT LIGHT

LTG LIGHTING

LYR LAYER

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MEAS MEASURE

MECH MECHANICAL

MEMB MEMBRANE

MEMO MEMORANDUM

MFR MANUFACTURER

MGT MANAGEMENT

MH MANHOLE

MID MIDDLE

MIN MINIMUM MINUTE

MISC MISCELLANEOUS

MKR MARKER

mm MILLIMETER

MO MASONRY OPENING

MON MONITOR

MR MOISTURE RESISTANT

MTL METAL

N NORTH

NA NOT APPLICABLE

NATL NATURAL

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSN

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRP NON REMOVABLE

NUM NUMERAL

OC ON CENTER

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINSTRATION

OZ OUNCE

PAT PATTERN

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCF POUNDS PER CUBIC FOOT

PERIM PERIMETER

PERP PERPENDICULAR

PL PROPERTY LINE

POLY POLYETHYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRKG PARKING

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

REG RECESSED

RECPT RECEPTACLE

REF REFERENCE

REINF REINFORCE

REPL REPLACE

REO REQUIRE

REQD REQUIRED

RET RETURN

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RO ROUGH OPENING

ROW RIGHT OF WAY

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCRN SCREEN

SD SHOP DRAWINGS

SECT SECTION

SF SQUARE FOOT (FEET)

SGL SINGLE

SHT SHEET

SIM SIMILAR

SJ SCORED JOINT

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SQIN SQUARE INCH

SQYD SQUARE YARD

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SW SWITCH

SYM SYMBOL

SYS SYSTEM

T&M TIME AND MATERIALS

TECH TECHNICAL

TEMP TEMPERATURE OR TEMPORAR)

TER TERRAZZO

THRU THROUGH

THRUOUT THROUGHOUT

TML TOP OF MASONY LEDGE

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF

TOG TOP OF

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOW TOP OF WALL

TS TUBE STEEL

TSW TOP OF STEM WALL

TYP TYPICAL

UGND UNDERGROUND

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VEH VEHICLE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W/0 WITHOUT

WARR WARRANTY

WD WOOD

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD

YR YEAR

CIVIL ABBREVIATIONSARCHITECTURAL ABBREVIATIONS

B612 CURB HEAD 6 INCHES, 12 GUTTER. REFERS

TO CURB & GUTTER

BIT BITUMINOUS

BMP BEST MANAGEMENT PRACTICE

BOT POND BOTTOM

BW BASE OF WALL

C & G CURB & GUTTER

CB

STORM SEWER CATCH BASIN, INLET

STRUCTURE

CBMH STORM SEWER CATCH BASIN MANHOLE,

INLET STRUCTURE

CFS CUBIC FEET PER SECOND

CO CLEAN OUT, SEWER

COL COLUMBARIUM NICHES

CONC CONCRETE

CORP CORPORATION

DI DROP INLET

DT DRAINTILE

EOF EMERGENCY OVER FLOW POINT ELEVATION

EX EXISTING

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FL FLOW LINE

GAL GALLON

GPM GALLON PER MINUTE

HCAP HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

HW HEADWALL

HWL HIGH WATER ELEVATION

IGC IN-GROUND CREMAINS (4'x4')

INV INVERT ELEVATION

LF LINEAR FOOT

LP LOW POINT

MAINT MAINTENANCE

MAX MAXIMUM

MIN MINIMUM

NWL NORMAL WATER ELEVATION

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

PCU PUMP CONTROLLER UNIT

PE PROFESSIONAL ENGINEER

PED

RAMP PEDESTRIAN RAMP

PMH PUMP MANHOLE

PPC PRE-PLACED CRYPT (3'x8')

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RE RIM ELEVATION

RED REDUCER

SAN-MH SANITARY MANHOLE

SCH. SCHEDULE

SED SEDIMENTATION

SF SILT FENCE

SQ. SQUARE

STMH STORM SEWER MANHOLE, SOLID COVER

TC TOP BACK OF CURB

TW TOP OF WALL

TYP. TYPICAL

UE UNDERGROUND ELECTRIC

UTEL UNDERGROUND TELEPHONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 X-1.1

JDL EJB

ABBREVIATIONS & SYMBOLS

PRE-PLACED CRYPT (3'x8') IN-GROUND CREMAINS (4'x4') OVERSIZE CRYPT (4'x10') PRIVATE VAULT (4'x10')

FLOWER WATERING STATION

HEADSTONE FACE

DIRECTION

CONCRETE PAVEMENT

CONCRETE SIDEWALK

SIGN LOCATION

FLARED END SECTION

AREA INTAKE

MANHOLE

CATCH BASIN MANHOLE

CATCH BASIN

CLEANOUT

DRAINAGE/FLOW DIRECTION

STORM SEWER

PERFORATED HDPE

DRAINTILE

NON-PERFORATED HDPE

WATER SERVICE

SILT FENCE

INLET PROTECTION

EMERGENCY OVERFLOW

WOOD FIBER MULCH

BLANKET

ROCK CONSTRUCTION

ENTRANCE

SOD

NATIVE SEED

PLANTING BEDS

GRAVESITE MONUMENT

MARKER

SECTION MARKER

SYMBOLS

MAPLE

SHEYENNE

LUTHERAN

CHURCH

B-1

B-2

B-13

B-4

B-3

B-5

B-12

B-6

B-8

B-9

B-11

B-10

B-7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019

N

0 30' 60'

B-1.0

OVERALL SITE & PHASING PLAN

1" = 30'

B-1.0

GEOTECHNICAL BORING LAYOUT

LEGEND

SOIL BORINGB-12

NOTE:

BORING B-1 THROUGH B-10 WERE

COMPLETED BY TTL ASSOCIATES IN

DECEMBER 2015. BORING B-11 THROUGH

B-13 WHERE COMPLETED BY BRAUN

INTERTEC IN OCTOBER 2017.

JDL EJB

C O

U N

TY

R

O A

D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 B-1.1

GEOTECHNICAL BORING LOGS

JDL EJB 4 OF 56

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Y :\1

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 B-1.2

JDL EJB

GEOTECHNICAL BORING LOGS

MAPLE

SHEYENNE

LUTHERAN

CHURCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Y :\1

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019

N

0 30' 60'

EXISTING CONDITIONS SURVEY

V-1.0

DO NH 6 OF 56

AGRICULTURAL

FIELD 40

TH

A

V E

N W

C

O U

N

TY

R O

A D

AGRICULTURAL

FIELD

MAPLE

SHEYENNE

LUTHERAN

CHURCH

1 2

A

D

E F

C B

R12'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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A R

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N A

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019

N

0 30' 60'

L-1.0

OVERALL SITE & PHASING PLAN

1" = 30'

L-1.0

JDL JWD

OVERALL SITE PLAN

LEGENDGRAVESITE SUMMARY

BURIAL TYPE PHASE 1

PPC (3'x8') 1402 PPC-OVERSIZE (4'x10') 40

PRIVATE VAULT (4'x10') 47

COLUMBARIUM NICHES 800

IN-GROUND CREMAINS (4'x4') 817

MEMORIAL WALL MARKERS 98

TOTAL 3204

L-6.0

COLUMBARIA COURT /

ENTRANCE MONUMENT /

MEMORIAL WALL ENLARGEMENT

SEC. 5

PHASE 1

SEC. 2

PHASE 1

SEC. 3

PHASE 1

STORMWATER /

IRRIGATION POND24'

24'24'

C O

LU

M

B A

R

IA

A

SIGNAGE SCHEDULE - DIRECTIONAL AND TRAFFIC REGULATORY SIGNS

KEY NO. SIGN LAYOUT NOTES DETAIL REFERENCE

A STOP SIGN PERPENDICULAR TO ROAD 7/L-1.4

B AUTH. VEHICLES ONLY PARALLEL TO CURB,

MOUNTED TO BOLLARD 7/L-1.4

C NO FIREARMS MOUNTED ON FENCE NA

D VISITOR INFORMATION PERPENDICULAR TO ROAD 6/L-1.4

E CONSTRUCTION SIGN

COUNTY ROAD 20 FACING

ON VA PROPERTY

(TEMPORARY)

2/L-1.4

F SAFETY SIGN

COUNTY ROAD 20 FACING

ON VA PROPERTY

(TEMPORARY)

1/L-1.4

MAPLE SHEYENNE

EXISTING CEMETERY

F-F F-F

F-F

64' F-F

6'

L-1.3

FENCING PLAN ENLARGEMENT

PPC - PRE-PLACED

CRYPTS (3'x8')

PPC2 - PRE-PLACED

CRYPTS (OVERSIZE CRYPT

AND PRIVATE VAULT, 4'x10')

IGC - IN-GROUND CREMAINS

(4'x4')

4 COL - COLUMBARIUM (TYP.)

5 ENTRANCE MONUMENT /

MEMORIAL WALL

6 IRRIGATION PUMP

HOUSE BUILDING

7 ORNAMENTAL FENCE

CHAIN-LINK FENCE

(PERIMETER)

9 FENCE PIER

10 MAINTENANCE ROAD, 10'

WIDTH, SEE 5/L-1.2

11 PEDESTRIAN GATE

12 COMMITTAL SHELTER

PIPE BOLLARDS WITH CHAIN

ACROSS DRIVEWAY, SEE

3/L-1.5

14 GRAVEL SHOULDER, SEE

8/L-1.2 OVERSIZE CRYPT (4'x10')

PRIVATE VAULT (4'x10')

FLOWER WATERING STATION

HEADSTONE FACE DIRECTION

CONCRETE PAVEMENT

CONCRETE SIDEWALK

SIGN LOCATION

POW/MIA FLAG

U.S. FLAG

20'

28'

6'

PED RAMP

SEE 2/L-1.2

R25'

NOTE

ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER

LINE OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

R12'

R41' (TYP.)

R24' (TYP.)

FLAG ASSEMBLY &

COMMITTAL SERVICE

SHELTER ENLARGEMENT

L-1.1

1.2'

1.2'

1.0'

8.3'

EXPANSION JOINT

EXPANSION

JOINTS

R12'

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019

N

0 10' 20'

L-1.1

JDL JWD

FLAG ASSEMBLY & COMMITTAL

SERVICE SHELTER ENLARGEMENT

LEGEND

EXPANSION JOINT

CONTROL JOINT

U.S. FLAG LIGHT (SEE

ELECTRICAL)

FLOWER WATERING STATION

L-1.1

FLAG ASSEMBLY & COMMITTAL SERVICE SHELTER ENLARGEMENT

SCALE: 1" = 10'

20'

28'

6'

5'

9' 9'

GRAVESITE LOCATOR,

SEE DETAIL 9/L-1.3

TYPE 1 PEDESTRIAN RAMP,

SEE DETAIL 2/L-1.2

TYPE 2 PEDESTRIAN RAMP,

SEE DETAIL 2/L-1.2

POW/MIA FLAG

8'

31' 31' 31'

31'

6' 13'

EQ. DIST.

U.S. FLAG

COMMITTAL

SHELTER

6" (TYP.)

FLOWER WATERING STATION

SEE DETAIL 5/L-1.4

R24'

VARIES

3" MIN. CLASS 5

AGG. UNDER

CURB (TYP.)

12" MIN.

(TYP.)

6" PERF. HDPE DRAINTILE

W/ SOCK (SEE SHEET L-3.0

FOR LOCATION)

MOUNTABLE (TYPE I)

CURB AND GUTTER

(SEE DETAIL 10/L-1.2)

FA

C

E O

F C

U R

B

CONCRETE

PAVEMENT,

SEE DETAIL 7/L-1.2

2%2%

12' 12'

℄ - PROFILE

VARIES

FA

C

E O

F C

U R

B

1 CEMETERY ROAD TYPICAL SECTION

NTS

7 CONCRETE PAVEMENTS

NTS

5 MAINTAINENCE ROAD

NTS

10'

RAMP FLUSH

WITH GUTTER

SECTION A

SLOPE PER PLAN

1:12 MAX SLOPE.

TYPE 1

VARIES, SEE PLAN

DOME SPACING

DOME SECTION

TRUNCATED

DOME (TYP)1.6"-2.4"

1.

6"

2.

4"

M

IN

5/8" MIN. (TYP.)

0.

9"

(T Y

P

0.9"-1.4" 0.2"

NOTE

DETECTABLE WARNING PLATES TO BE FLUSH

(NOT RECESSED). INSTALL PRE-FABRICATED

UNITS PER MANUFACTURER INSTRUCTIONS.

COLOR TO BE UNIFORM THROUGHOUT (NO

PAINTED OR APPLIED COLORS). COLOR SHALL

BE GRAY.

6" 4"

CIP CONCRETE BROOM

FINISH SWEEP PERPENDICULAR

TO DIRECTION OF TRAFFIC

COMPACTED AGGREGATE BASE

- NDDOT SPEC 302.04

APPROVED SUBGRADE

EXTEND BASE MATERIALS

3" BEYOND EDGE

OF CONCRETE

NOTE

CONCRETE JOINT LAYOUT IS SHOWN ON THE

PLANS. CONTRACTOR SHALL SUBMIT JOINTING PLAN

FOR APPROVAL PRIOR TO FINAL PAVING. CONTROL

JOINTS AND EXPANSION JOINTS SHALL BE USED

ACCORDINGLY. PROVIDE EXPANSION JOINTS NEXT

TO ALL FIXED OBJECTS.

1/8 " 3/8 "

TOOLED CONTROL JOINT EXPANSION JOINT

JOINT SEALER

CONFORMING

TO ASTM D 1850

PREMOLDED EXPANSION JOINT FILLER

CONFORMING TO ASTM D1751 OR D1752

NOTE

1) INSTALL JOINTS AS SHOWN ON PLAN OR 5' (TYP)

SIDEWALK WITH EXPANSION AT 60' SPACING.

2) D = DEPTH OF CONCRETE PAVEMENT

3) CONTRACTOR SHALL COORDINATE PAVEMENT

JOINT LAYOUT WITH ENGINEER FOR APPROVAL.

6" COMPACTED AGGREGATE BASE

CONC. PAVEMENT OR SIDEWALK

APPROVED SUBGRADE

50%-65% OF BASE

DIAMETER

2 PEDESTRIAN CURB RAMPS

NTS

3 CONCRETE JOINTING TYPES

NTS 4 CONCRETE SIDEWALKS

NTS

6 THICKENED EDGE CONCRETE SECTION

NTS

6" 4"

12" 12"

TRANSITION

1/8 "

SAW CUT CONTROL JOINT

4" TOPSOIL AND SOD

NOTE:

UTILIZE THICKENED EDGE CONCRETE

ADJACENT TO FLOWER STRIPS AT

MEMORIAL WALL AND COLUMBARIA.

NOTES

1. FINISH GRADE SHALL BE 1" BELOW

TOP OF CONCRETE DRIVE.

2. SEE SHEET L-2.1 FOR GRADING

A

A

10'-0"

CONTROL

JOINT

FLOW LINE

BACK OF CONCRETE

CURB & GUTTER

EXPANSION

JOINT

1/2"x24" SMOOTH ROUND

DOWELS (GREASED OR

SLEEVED) AT EXPANSION

JOINTS

CURB & GUTTER PLAN

1 CONTROL JOINT

MATCH PANEL SPACING

FOR CONCRETE PAVEMENT

EXPANSION JOINT

MATCH EXPANSION JOINTS

ON CONCRETE PAVEMENT

10 MOUNTABLE (TYPE I) CURB AND GUTTER

NTS9 CONCRETE SIDEWALK AT COMMITTAL SHELTER

NTS

4" 6"

"COLUMN

6" PERFORATED

DRAINTILE W/ GEOSOCK

(SEE L-3.0)

18" SAND (ND DOT SPEC

302.04 W/ <12% P200)

6" CL. 5 AGG. BASE

NDDOT SPEC 302.04

4" CONCRETE NDDOT

SPEC 550.04

EXPANSION JOINT AT

COLUMN FOUNDATION6" MIN.

7" O

R T

30"

3/4"2-5/8"

3"

12-3/16"

SECTION A-A

8 GRAVEL SHOULDER DETAIL

NTS

2% MIN.

3'

TESTED AND APPROVED SUBGRADE

6" DEEP, COMPACTED CL 5 AGGREGATE BASE - NDDOT SPEC 302.04

6" CONCRETE PAVEMENT (4" CONC. ON SIDEWALKS &

COLUMBARIA) - NDDOT SPEC 550.04

TESTED AND APPROVED SUBGRADE

6" DEEP, COMPACTED CL 5

AGGREGATE BASE

6" CONCRETE PAVEMENT

24' F-F

- R

O A

D W

A Y

CURBPAVEMENT. 12"

8"

2"

11 PERFORATED DRAINTILE PIPE

NTS

NOTE

SEE UTILITY PLAN (SHEET L-3.0)

FOR DRAINTILE LOCATIONS.

8" 6" PERFORATED

PIPE WITH SOCKSUBGRADE

TYPE 2

EXPANSION JOINT

CURB & GUTTER

TYPE 3

DETECTABLE WARNINGS

(TRUNCATED DOMES - MIN.

24" X 24")

NOSE DOWN

CURB

EXPANSION JOINT

CURB & GUTTER

CONCRETE WALK

1:12

MAX.

1:12

MAX.

DETECTABLE WARNINGS

(TRUNCATED DOMES - MIN.

24" X 24")

6'

4.5' 6'

4.5'

EXPANSION JOINT

CURB & GUTTER

DETECTABLE WARNINGS

(TRUNCATED DOMES - MIN.

24" X 24")

6'

2' 6'

2'

CONCRETE

WALK

8'

CONCRETE WALK

D/3 1/8 " R

(TYP)

D/4

CONCRETE

PAVEMENT,

SEE DETAIL 7/L-1.2

SLOPE TOP OF

CURB TOWARD

STREET. 3/8"

7" O

R T4

T/2

1.5"2.

5"

1" 1"

3.

5"

1/2"x18" DEFORMED BARS

AT 30" O.C. & KEYWAY

REQUIRED WHEN SEPARATE

CURB IS INSTALLED WITH

CONCRETE PAVING

3 (1) MALE KEYWAY REQUIRED FOR

EXTRUDED CURB CONSTRUCTION

(2) FEMALE KEYWAY FOR USE WITH FORMS

(INDICATED WITH DASHED LINES)

1) DIMENSION T SHALL MATCH THE THICKNESS

OF THE ADJOINING CONCRETE SLAB WITH

EITHER INTEGRAL OR SEPARATE CURB

2) POUR CURB INTEGRAL WITH PAVING OR

PROVIDE #4 x 18" LONG TIE BARS @ 30" O.C.

3) WHEN OUTFLOW CURB IS SPECIFIED, SLOPE

SHALL BE 3/4" PER FOOT. IF POURED INTEGRAL

WITH PAVING, MATCH ADJACENT ROAD GRADE.

NOTES

2' 2'

TOWARDS 40TH AVE. N.

VARIES

6" PERFORATED

PIPE WITH SOCK

8"

SLOPE PER PLAN

COMPACTED AGGREGATE

BASE - NDDOT SPEC 302.04

SAW CUT CONTROL JOINT

1/8 "

JOINT SEALER CONFORMING

TO ASTM D1850 OR

FED. SPEC. SS-S-1401

6A CONCRETE PAVEMENT JOINT DETAIL

NTS

4" X 14" DOWEL MAINTAIN

3" CLEAR SPACE 12" C-C

PREMOULDED EXPANSION

JOINT FILLER CONFORMING

TO ASTM D1751 OR D1752

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 L-1.2

JDL EJB

SITE PAVEMENT DETAILS

BLACK VINYL

COATED GALV.

TOP RAIL

TENSION WIRE

TENSION BARBLACK

VINYL-COATED

GALVANIZED LINE

POST

PROVIDE STRUCTURAL SUPPORT PER

MANUFACTURERS RECOMMENDATIONS

FENCE PIER

2" BLACK VINYL-COATED GALV.

CHAIN-LINK FENCE; 6' HEIGHT

4'

2"

6'

PEDESTRIAN GATE

BLACK VINYL

COATED GALV.

12" DIA. CONCRETE

FOOTING

FENCE PIER

SEE 2/L-1.3

3' MIN.

DIAGONAL SUPPORT

PER MANUFACTURERS

RECOMMENDATIONS.

ALUMINUM WIRE TIES

L-1.3

L-1.3

MODULAR

BRICK

VENEER

3 1/2" MAX.

NATURAL STONE CAP

SEE 5/L-1.3

C.I.P. STRUCTURAL

FOOTINGS, SEE

STRUCTURAL

DRAWINGS

NOTE:

SLEEVE FOR EMBEDDED FENCE

POST PER STRUCTURAL. FENCE

POST SHALL BE INSTALLED TO

DEPTH PER MANUF. FILL SOLID

W/ NON-SHRINK GROUT.

6'

1'-117 8"

FENCE

PIER, SEE

DETAIL

2/L-1.3

NATURAL

STONE

CAP, SEE

DETAIL

5/L-1.3

ORNAMENTAL

FENCE

3 1/2" MAX.

8'

3' MIN.

12" DIA. CONCRETE

FOOTING

4' PEDESTRIAN

GATE

BLACK

VINYL-COATED

CHAIN-LINK FENCE

MAX SPACING

ORNAMENTAL

FENCE

FENCE PIER

10'-0"

1'-117 8"

1'-117 8"

3 1/2" MAX.

3 1/2" MAX.

8', TYP.

NATURAL STONE CAP

PROPERTY LINE

SEE PLAN

PROPERTY

LINE

SEE PLAN

2'-57 8"

2'-57 8"

EDGE OF

BRICK COLUMN

2" X 12" CONTINUOUS

DRIP EDGE, ALL SIDES

2" X 12" CONTINUOUS

CHAMFER, ALL SIDES

NATURAL STONE CAP

A: PLAN VIEW B: SECTION VIEW

5"

1"2'-57 8"

8"3"

NATURAL STONE CAP

SEE DETAIL 8/L-1.3

EMBED 6" S.S. 1/2" DIA. DOWEL

W/ 2 PART EPOXY

NATURAL STONE CAP,

SEE DETAIL 5/L-1.3

SAWN DRIP EDGE,

SEE DETAIL 8/L-1.3

SEALANT W/ BACKER ROD AND

HORIZONTAL CELL VENTS

CONTINUOUS SELF ADHESIVE

EPDM MEMBRANE. TERMINATE

AT SEALANT

PLASTIC SHIMS AS REQ.

MODULAR BRICK VENEER

1" AIR GAP

C.I.P STEM WALL

WALL TIES

MORTAR MESH

SEALANT

SS TERMINATION

BAR W/ ANCHOR

SS DRIP EDGE

BRICK VENEER

THRU-WALL FLASHING

CELL VENT (ONE PER SIDE)

MORTAR HAUNCH

FINISH GRADE

AIR GAP

C.I.P. CONCRETE

STEM WALL

WALL TIE

VARIES

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

1'

TOP OF MASONRY, SEE L-2.0

2"

2"

2"

2"

GRAVE

LOCATOR

NATURAL STONE CAP

BRICK VENEER

STAINLESS STEEL CABINET

CAST IN PLACE REINFORCED

CONCRETE FOOTING

4'-31 2"

5"

6"

3'-41 2"

2"

1'-15 8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

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AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 L-1.3

JDL EJB

SITE FENCE AND SIGN DETAILS

1 CHAINLINK FENCE GATE ELEVATION

SCALE: 1/2" = 1'-0" 2 FENCE PIER SECTION

SCALE: 1/2" = 1'-0" 3 ORNAMENTAL FENCE ELEVATION

SCALE: 1/2" = 1'-0"

4 FENCING PLAN ENLARGEMENT

SCALE: 1/2" = 1'-0" 5 FENCE PIER NATURAL STONE CAP

SCALE: 1-1/2" = 1'-0" 6 FENCE PIER BASE DETAIL

SCALE: 3" = 1'-0"

7 FENCE PIER CAP SETTING

SCALE: 3" = 1'-0" 8 DRIP DETAIL

SCALE: 6" = 1'-0" 9 GRAVESITE LOCATOR DETAIL

SCALE: 1" = 1'-0"

L-1.3

L-1.3

L-1.7

L-1.7

R17

8"

1/8" ALUMINUM SIGN PANEL; ALL 4 SIDES

OF POST

2"

2"

PLAN

SECTION

1'-4"

5"

7"

3"

2"

2 14" HT. TIMES NEW ROMAN TYPE FACE

SECURE W/ (2) 3

16" X 2" S.S. TAMPER-PROOF

SREWS & EXPANSION SHIELDS

ARCH. PRE-CAST CONC.

POST 7-1/2" SQ. W/ 1"

CHAMFER @ ALL EXPOSED

CORNERS & 3/8" RECESSED

(ALL 4 SIDES); CAST W/ (3) #3

REBAR EQUALLY SPACED,

FINISH AS SPECIFIED

CONCRETE COLLAR,

SEE DETAIL 8/L-1.4

1"

1"

FROST

DEPTH

FINISH GRADE

6" DEEP

COMPACTED CL. 5

AGGREGATE BASE

2"

4"

3' -0

V

A R

IE

S

CONTRACTOR'S NAME

WITHOUT A LOST TIME ACCIDENT

0 0 0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

ZERO

Department of Veterans Affairs

4'-0"

BLUE

BLUE OUTLINE

WITH WHITE

INTERIOR

JOINT BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

01010-1

2"

3/ 4"

2"

4"x4"

POST IF SIGN IS

INSTALLED ON GRADE

FIN. GRADE

WOOD

STRIPS

5"

9" M

A X

5"

5"

2"

4' -0

M

IN

ALL LETTERING TO BE

PAINTED BLACK WITH

EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

PAINT BORDER

MEMBER BLACK

ENAMEL

2"x4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE WHITE

ENAMEL

2"x4" FRAME AND

BRACE IN BACK

BORDER MEMBER

PAINTED BLACK

BACKGROUND TO BE

PAINTED WHITE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1

1/2" HIGH TO BE

CENTERED

HORIZONTAL

ANY SEAM IN METAL

TO BE FLAT SEAM -

SEAMS TO BE

HORIZONTAL AND

OCCUR BETWEEN

LINES OF LETTERING.

NOTE:

4"x4" POSTS PAINTED

WHITE

SECTION ON

CENTERLINE

THIS SPACE FOR

CONTRACTOR'S NAME ONE OR

TWO LINES AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

CENTER TO BE WHITE

SURROUNDING BORDER TO

BE BLUE

3' -0

A

V E

R A

G E

8'-0"

6"

2"

1' -0

" M

A X

6' -0

DEVELOPMENT OF CEMETERY

SIDE VIEW

FRONT VIEW

ENLARGED VIEW

2'-105 8"

2'-7 1/4"

BACK HEIGHT 1'-105

8"

SEAT

HEIGHT

2'-8 9 16"

NOTES:

1. SEE SPECIFICATIONS FOR 6' PEDESTRIAN BENCH.

2. METAL BENCH TO BE HOT DIP GALVANIZED WITH POWDER COAT FINISH.

6' PEDESTRIAN

BENCH

SEE

ENLARGEMENT

STAINLESS STEEL ANCHOR

BENCH FOOT

CONCRETE PAVING

SEE DETAIL 5/L-1.2

8" X 3 34" LONG S.S.

EXPANSION BOLT WITH

S.S. ACORN TOP NUT

AND S.S. WASHER

6' PEDESTRIAN BENCH;

ANCHOR TO CONCRETE

AT ALL CONNECTION

POINTS PROVIDED BY

THE MANUFACTURER

FINISHED GRADE - SEE

PLANS FOR ELEVATION

6'-0" NOMINAL

EQ.

6"

EQ.EQ. PLAN VIEW

SIDEWALK

EXPANSION JOINT

CL

B-B' L-1.4

1'-6"

TYP.

1'-9"

4'

1'-6"

FLORAL

REGULATIONS

8'

FLOWER VASE RECEPTACLE WITH

ATTACHED FLORAL REGULATION SIGN.

SEE DETAIL 2/L-1.5

CONCRETE WITH LT. BROOM FINISH

MANUAL SHUT OFF GATE VALVE &

PRESSURE REDUCING VALVE WITH

CONCRETE VALVE BOX

1" WATER SUPPLY LINE, SEE

IRRIGATION PLANS.

6" CLR, TYP

4" SQ. FAUCET POST

BACK OF CURB OR EDGE

OF COLUMBARIA COURT

TRASH RECEPTABLE

4'

WATER SUPPLY LINE, AS SPECIFIED

BY FAUCET MANUFACTURER.

R9" OPENING FILLED WITH

4" WASHED AGGREGATE

A-A'

L-1.4

4" PERF. PIPE CONNECTED

TO STORM DRAIN

2'-21 2"

TrashTrash Trash

FLUSH CURB OR

COLUMBARIUM COURT

SMOOTH FINISH BRONZE SPIGOT

COPPER TUBING

CONCRETE FOOTING

SECURE SIGN W/ (2) S.S.

TAMPER-PROOF SCREWS2 1/2" HT. TIMES NEW ROMAN TYPE

FACE, INITIAL CAP AND LOWER

CASE. TRASH RECEPTACLES (SHOWN

BEYOND)

4" SQUARE STEEL TUBING WITH CAP

4" CLASS 5 AGGREGATE BASE 1'-8"

2'-4"

A-A'

1'-6"

FROST DEPTH, 72"

4" PERF. PIPE CONNECTED

TO STORM DRAIN

BRASS PRESSURE

REGULATOR

MANUAL SHUT

OFF GATE VALVE

9" ROUND CONCRETE

VALVE BOX WITH METAL LID

1" WATER SUPPLY

LINE (SEE

IRRIGATION PLANS)

4" WASHED AGGREGATE

Trash TrashTrash ases FlowFlower Vases

B-B'

1'-6" TO CNT OF

RECEPTACLE, TYP.

"DO NOT DRINK" SIGN (ALL 4 SIDES)

FROST DEPTH, 72"

TRASH RECEPTICAL

FLOWER VASE RECEPTICAL

COPPER TUBING

4" PERF. PIPE

CONNECTED TO

STORM DRAIN

ANCHOR BOLT RECEPTACLE

TO CONCRETE

2'-9"

TEXT AREA

1' 4 12" 1' 4 12"

3'-0"

1 12" 1 12"

2' -1

1' -1

0" T

E X

T A

R E

A

1 2"

1 2"

TITLE TEXT TO

BE 1 1/2" HT.,

ALL OTHER

TEXT TO BE 5/8"

HT.

ALUMINUM

SIGN

PANEL &

Speed LimitTEXT

AS

SHOWN

ON

SIGN

DETAILS

NOTICE

NO FIREARMS

OR WEAPONS

ALLOWED ON

THIS PROPERTY

Authorized Vehicles

Only

1'-6"

1'-6"

3'-6"

FROST

DEPTH

3" MIN.

2" X 2" SQUARE METAL

POST WITH CAP

PRECAST CONCRETE COLLAR.

ALLOW MAX. 14" GAP BETWEEN

COLLAR AND METAL POST.

FILL GAPWITH NON-SHRINK

GROUT

FINISH GRADE SET 1"

BELOW TOP OF PRECAST

CONCRETE COLLAR

COMPACTED SUBGRADE

8"

2'

2'

3"

2'

PLAN VIEW

SECTION VIEW

1"73 4" 81

2" 73 4"

POST/SECTION MARKER

PRECAST CONCRETE

COLLAR

2" CHAMFER (4 SIDES)

TOP ONLY

2'

2'

2" CHAMFER (4 SIDES)

TOP ONLY

METAL POST

PRECAST CONCRETE

COLLAR

4" 73

4"81 2"

CONCRETE FOOTING

(BELOW)

PLAN VIEW

4"

1" METAL POST

PRECAST CONCRETE

COLLAR

CONCRETE FOOTING

(BELOW)

SECTION VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project Director

February 22, 2018Revisions: Date:

IMEG

623 26TH AVENUE

Rock Island, IL 61201 (916)-817-4924

MATT SNYDER

Irrigation:

Aqua Engineering 375 E. Horsetooth Road Building 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Structural Engineering:

Advanced Structural Technologies 7212 Metro Boulevard Edina, MN 55439 (952)-854-9302 John Levar o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

ENGINEERING

ENGINEERING ARCHITECTURE LAND SURVEYING

ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE

ANDERSON

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Gary Johnson, Project Manager

Y :\1

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A R

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TI

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P M

AE #14558

General Contractor:

Valiant Construction, LLC 4229 Bardstown Road, Suite 206 Lousiville, KY 40218 (502)-562-0037 Stephen M. Mongrello, Project Manager

GENERAL CONTRACTOR

FARGO NATIONAL VETERANS BURIAL GROUND

8707 40TH AVENUE N. HARWOOD, ND 58042

DWG:

RECORD DRAWINGS

RECORD DRAWINGS 7/18/2019 L-1.4

JDL EJB

SITE DETAILS

NOTE

STOP SIGN SHALL BE TYPE R1-1 IN

ACCORDANCE WITH MUTCD (2009

EDITION). MOUNTING HEIGHT ON

METAL POST SHALL BE 7' AND SIGN

DIMENSIONS 24" x 24".

SIGNAGE PRECAST COLLAR SECTION MARKER PRECAST COLLAR

1 SAFETY SIGN

NTS 2 CONSTRUCTION SIGN

NTS 3 SECTION MARKER

SCALE: 1-1/2" = 1'-0" 4 6' PEDESTRIAN BENCH

SCALE: 1/2" = 1'-0"

5 FLOWER WATERING STATION

SCALE: 1/2" = 1'-0"

6 VISITOR INFORMATION SIGN

NTS 7 SIGNAGE

SCALE: 1-1/2" = 1'-0"

8 PRECAST CONCRETE COLLARS

SCALE: 1-1/2" = 1'-0"

1 1

1' -1

7/

8"

1/

2" 11 /1

6"

BOTTOM VIEWLID PLAN VIEW

SEE

SPECIFICATIONS

A

A'

NOTES

1. SEE SPECIFICATIONS FOR MANUFACTURING,

MODEL NUMBER AND FINISH INFORMATION FOR

TRASH AND FLOWER VASE RECEPTACLES.

2. TRASH AND FLOWER VASE RECEPTACLES TO BE

HOT DIP GALVANIZED WITH POWDER COAT

FINISH AS INDICATED IN SPECIFICATIONS.

3. DRILL 3 TO 4 3/8 DIA HOLES IN TRASH & VASE

PLASTIC LINERS FOR DRAINAGE.

LID SECTION A-A'

TAPERED

FORMED

LID

SPECIAL HINGED

LID W/ FLORAL

REGULATIONS

DECAL ATTACHED

SEE LID PLAN VIEW

AND SECTION

ABOVE.

STEEL

HANDLE

STEEL HANDLE

3/4" SQUARE

HOLE FOR

ANCHOR BOLT

STAINLESS

STEEL

RIVETS

STAINLESS STEEL

PIANO HINGE; FULL

LENGTH

FLORAL REGULATIONS

DECAL PER DETAIL

2/L-1.5

VINYL COATED GALVANIZED

STEEL AIRCRAFT SECURITY

CABLE FLORAL

REGULATIONS

NOTE

SUBMIT SHOP DRAWINGS FOR

TEXT APPROVAL BY THE

RESIDENT ENGINEER/COR PRIOR

TO FABRICATION

4"

1/ 2"

1/4"

TYP.

1'-2 1/2"

Fresh cut flowers may be placed on graves at any time.

Metal temporary containers are available.

Floral items will be removed from graves as soon as they become faded and unsightly.

Artificial flowers may be placed on graves only during the period of October 10 through April 15.

Plantings will not be permitted on graves at any time.

Potted plants will be permitted on graves only during the period 10 days before and 10 days after Easter Sunday and Memorial Day.

Christmas wreaths or grave blankets are permitted on graves during the Christmas season and will be removed not later than January 20 of each year. Grave floral blankets may not be larger in size than two by three feet.

During the lawn mowing and ground maintenance season, all floral items will be removed from graves on and of each month.

Statues, vigil lights, breakable objects of any nature, and similar commemorative items are not permitted on graves at any time.

Floral items and other types of decorations will not be secured to headstones or markers.

Please contact Cemetery Director for information regarding installation of a permanent flower container.

CLEAR DECALS W/

WHITE LETTERING

(SUBMIT COLOR

SAMPLES); MATTE

FINISH; LETTERING

TO BE OPTIMA BOLD,

UPPER & LOWER

CASE, TITLE TO BE 1"

HT., ALL OTHER

TEXT TO BE 1/8" HT.

FLOWER

VASE

RECEPTACLE

LID

6" DIA. STEEL PIPE (PAINTED

VICTOR STANLEY BLACK) FILL

W/ CONCRETE, CROWN TOP 1"

12" X 12" X 28"

CONCRETE

FOOTING

6" 3'

-6

4' -0

2'

1'

CONCRETE CEMETERY ROAD

CONCRETE

MAINTENANCE

DRIVEWAY

CONCRETE

CURB AND

GUTTER

6" DIA. STEEL PIPE (PAINTED

VICTOR STANLEY BLACK)

FILL W/ CONCRETE, CROWN

TOP 1"

PLANSECTION

0.42

1" DIA GALVANIZED EYE BOLT & CHAIN

ACROSS DRIVE. VA TO PROVIDE PAD LOCK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Fi le

P at h

PHASE I DEVELOPMENTOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Mechanical Engineering, Electrical Engineering:

VA NATIONAL VETERANS

BURIAL GROUND CEMETERY

894CM3036

Project…