Plans Part 1.pdf

PDF 19 MB Posted Mar 13, 2023

Attached to: Y1PZ--890CM3014: Gravesite Expansion, Ft McPherson National Cemetery
Solicitation number: 36C78623B0001
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines the statement of work for a federal contract solicitation to expand gravesites at Fort McPherson National Cemetery. The solicitation requires contractors to provide all labor, equipment, materials and services necessary to prepare the site and complete the gravesite expansion project. This includes tasks such as demolition, site preparation, and adherence to standards for dignified and respectful treatment of the burial site and remains. The performance period is 365 calendar days from award. Contractors must follow all applicable regulations regarding conduct, attire, vehicle and equipment usage, and operations at the cemetery. The statement also specifies requirements for project scheduling, quality control, site cleanup and restoration, safety compliance, and interactions with cemetery functions and visitors.

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36C78623B0001 0003.pdf	PDF	May 4, 2023
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36C78623B0001 0003.docx	DOCX document	May 4, 2023
36C78623B0001 0002.docx	DOCX document	Apr 21, 2023
36C78623B0001 0001.docx	DOCX document	Apr 19, 2023
DOL Wage Determination Lincoln County NE.pdf	PDF	Mar 13, 2023
Cost Estimate Worksheet.pdf	PDF	Mar 13, 2023
Past Performance.pdf	PDF	Mar 13, 2023
Plans Part 2.pdf	PDF	Mar 13, 2023
Specifications.pdf	PDF	Mar 13, 2023
WAGE-RATES.pdf	PDF	Mar 13, 2023
RFI Form.pdf	PDF	Mar 13, 2023
IFB _ 36C78623B0001.pdf	PDF	Mar 13, 2023

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GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

TOTAL NUMBER

OF GRAVESITES

IN-GROUND CREMAIN

SITES (4'x4')

- -1,505

CREMAIN PLOTS

MEMORIAL MARKERS

MEMORIAL SITES

PRE-PLACED

DOUBLE-DEPTH

CRYPTS (3'x8')

CASKET PLOTS

PRE-PLACED

OVERSIZED

CRYPTS (4'x10')

PRIVATE VAULTS /

OVERSIZE PLOTS

(5'x10')

- 2,146

LINCOLN COUNTY

MAXWELL, NEBRASKA

GRAVESITE EXPANSION

PROJECT NUMBER: 890CM3014

BID DOCUMENTS

LOCATION MAP

1" = 1,000'

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

FORT McPHERSON NATIONAL CEMETERY

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-0

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

3944 JFK Parkway, Unit 12C Fort Collins, CO 80525-3089 970.229.9668 www.aquaengineering.com

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

SOUTH

DOKOTA

COLORADO

KANSAS

IOWA

PREPARED BY

Gordon - The LA Group Joint Venture, LLC Gordon 148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

PROJECT

LOCATION

PROJECT

LOCATION

WYOMING

MISSOURI

GI001

COVER SHEET

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. BI100 BORING INFORMATION PLAN

5. BI101 BORING LOGS

6. GC101 EROSION & SEDIMENT CONTROL PLAN

7. GC501 EROSION & SEDIMENT CONTROL DETAILS

8. GC502 EROSION & SEDIMENT CONTROL DETAILS

9. CD101 SITE DEMOLITION PLAN

10. CS101 SITE LAYOUT PLAN

11. CS102 BURIAL SECTION NUMBERING PLAN SECTION 1

12. CS103 BURIAL SECTION NUMBERING PLAN SECTIONS 2 & 3

13. CG101 GRADING AND DRAINAGE PLAN

14. CG102 BURIAL SECTION GRADING ENLARGEMENT SECTION 1

15. CG103 BURIAL SECTION GRADING ENLARGEMENT SECTIONS 2 & 3

16. CU260 STORM PROFILES

17. CU261 STORM COMPUTATIONS

18. CT201 ROAD PROFILES

19. CI101 SITE SIGNAGE PLAN

20. CI501 SITE SIGNAGE DETAILS

21. CI502 SITE SIGNAGE DETAILS

22. DT500 SITE DETAILS

23. DT501 SITE AND PAVEMENT DETAILS

24. DT502 SITE AND PAVEMENT DETAILS

25. DT503 STORM DETAILS

26. DT504 STORM DETAILS

27. CS400 MEMORIAL WALL ENLARGEMENT AREA LAYOUT PLAN

28. CG400 MEMORIAL WALL ENLARGEMENT AREA GRADING PLAN

29. CS500 SITE FURNISHING PLAN

30. CI700 MEMORIAL WALL DETAILS 1

31. CI701 MEMORIAL WALL DETAILS 2

32. CI702 MEMORIAL WALL DETAILS 3

33. CI703 MEMORIAL WALL DETAILS 4

34. CI704 SEAT WALL DETAILS

35. CI710 SITE FURNISHING DETAILS 1

36. CI711 SITE FURNISHING DETAILS 2

37. CI712 SITE FURNISHING DETAILS 3

38. CI713 MISCELLANEOUS SITE DETAILS

39. CI714 BOLLARD DETAILS 1

40. CI715 BOLLARD DETAILS 2

LANDSCAPE

41. LP100 LANDSCAPE PLAN

42. LP500 LANDSCAPE DETAILS AND SCHEDULE

IRRIGATION

43. LI100 IRRIGATION NOTES AND LEGEND

44. LI101 IRRIGATION PLAN

45. LI501 IRRIGATION DETAILS

46. LI502 IRRIGATION DETAILS

47. LI503 IRRIGATION DETAILS

STRUCTURAL

48. SI001 STRUCTURAL GENERAL NOTES, ABBREVIATIONS, AND LEGEND

49. SF501 STRUCTURAL DETAILS

ELECTRICAL

50. EI001 ELECTRICAL GENERAL NOTES

51. EP101 ELECTRICAL POWER PLAN

52. EP601 PANEL SCHEDULES

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

REMAIN

BOARD FENCE

8" W/M8" W/M

8" PVC SAN. SEW.

15" HDPE

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

45 0

GS 45 0

TC 45 0

INV

EX.

MONVDH

EX. VDH

ABBREVIATIONS:

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

GRAVESITE GRID MONUMENT

CONCRETE SECTION MARKER

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

GRANITE SECTION MARKER

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LIMITS OF GRADING

LIMITS OF CLEARING

XXXXX

WETLANDS

IN-GROUND CREMAIN SITES

FLAG SLEEVES

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICE

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NDOR NEBRASKA DEPARTMENT OF ROADS

NDOT NEBRASKA DEPARTMENT OF TRANSPORTATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCEQ TEXAS COMMISSION ON ENVIRONMENTAL QUALITY

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TPDES TEXAS POLLUTANT DISCHARGE ELIMINATION SYSTEM

TW TOP OF WALL

TXDOT TEXAS DEPARTMENT OF TRANSPORTATION

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA VETERANS ADMINISTRATION, VIRGINIA

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'FORT MCPHERSON NATIONAL CEMETERY GRAVESITE EXPANSION' INCLUDE, BUT ARE NOT LIMITED TO, DEMOLITION OF EXISTING

CONCRETE PAVEMENT AND SUBBASE MATERIALS, EXISTING CURB, AND EXISTING VEGETATION. OTHER IMPROVEMENTS INCLUDE GRAVESITE EXPANSION (IN-GROUND CREMAIN SITES, TRADITIONAL FULL CASKET GRAVESITES, AND MEMORIAL MARKERS), CONSTRUCTION OF MEMORIAL MARKER WALLS, CONCRETE PAVEMENT, CONCRETE CURB & GUTTER, CONCRETE WALKS, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, LANDSCAPING, IRRIGATION SYSTEM MODIFICATIONS, AND ELECTRICAL WIRING & EQUIPMENT

UPGRADES. THE PROJECT IS LOCATED IN MAXWELL, LINCOLN COUNTY, NEBRASKA.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY MILLER & ASSOCIATES CONSULTING ENGINEERS, P.C. PERFORMED ON MAY 17, 2021. HORIZONTAL CONTROL IS BASED ON THE LINCOLN COUNTY LOW DISTORTION PROJECTION FROM THE NEBRASKA STATE SURVEYOR'S OFFICE AND VERTICAL CONTROL DATUM IS BASED ON THE NEBRASKA DEPARTMENT OF ROADS, DISTRICT 6, SURVEY

SUPERVISOR, KITTY RIGGS, CONTROL POINT CP3-63, ELEVATION 2703.00.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 31111C0925C DATED JANUARY 2, 2009. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN

AREA (ZONE A). THE PROPERTY IS IN ZONE X.

4. SEE THIS SHEET FOR LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

5. BURIAL CEREMONIES WILL BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY.

COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS.

6. DUE TO 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.

7. 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. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR.

8. 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 PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS AND THE NEBRASKA DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT NEBRASKA ONE CALL SYSTEM, INC. AT 1-800-331-5666 OR 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE

PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.

4. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN HAVE BEEN LOCATED FROM VISIBLE EVIDENCE AND RECORD DRAWINGS FROM PREVIOUS DEVELOPMENT. THE UTILITIES SHOWN MAY OR MAY NOT REFLECT ALL UNDERGROUND UTILITIES IN SERVICE OR ABANDONED. UTILITIES SHOULD BE VERIFIED BY APPROPRIATE UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION. GORDON DOES NOT CERTIFY TO THE LOCATION OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER.

5. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

6. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM.

7. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

8. ALL PROPOSED GRADES AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED ON THE PLAN.

9. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PHASING AND

DETAILS.

10. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR

CONSTRUCTION.

12. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE

KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

13. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE CONTRACTING OFFICER OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE VA SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

17. THE CONTRACTOR SHALL NOTIFY THE CEMETERY DIRECTOR AND THE CONTRACTING OFFICER TWO DAYS BEFORE ANY DEMOLITION WORK BEGINS. ANY PLANNED INTERRUPTIONS IN SERVICES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER AT LEAST TWO DAYS IN ADVANCE.

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

21. IN AREAS WHERE PAVEMENTS, BEDDING, FOOTINGS, AND OTHER PROPOSED IMPROVEMENTS BEAR DIRECTLY ON EXISTING GROUND, CONTRACTOR SHALL UNDERCUT 2' BELOW PLANNED SUBGRADE, PLACE NON-WOVEN GEOTEXTILE FABRIC AND REPLACE UNDERCUT MATERIAL WITH CRUSHED ROCK APPROVED FOR THE INTENDED PURPOSE BY

NDOT, SUBJECT TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-0

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

GI002

N0 0°

'36

"E 1,1

.20

S67°17'16"E753.47'

N89°57'12"W 814.44'

UGF

OHE

X X

EX. 24" CMP

EX. BRICK WALL

(TYP.)

COLUMBARIUMEX. STORM

INLET (TYP.)

EX. STORM INLET

(TYP.)

EX. STORM CLEANOUT

(TYP.)

EX. CONCRETE

CURB (TYP.)

EX. NAVY SEABEES

MONUMENT

EX. WROUGHT

IRON FENCE

EX. BLACK COATED CHAIN LINK

FENCE (TYP.)

EX. BARBWIRE

FENCE (TYP.)

Fd. BRASS CAP N: 133058.821 E: 226091.159

LAT.: 41.01357981

LONG.: -100.3138536

ELEV.: 2715.834

Fd. 5/8" REBAR &

L.S. CAP 464

BENCHMARK #1:

EX. BRASS CAP

N: 133057.911 E: 227054.419

LAT.: 41.01357774

LONG.: -100.312597

ELEV.: 2706.037

BENCHMARK #2:

NEBRASKA DEPT. OF ROADS (NDOR) CP3-63

N: 133155.103 E: 227096.775

LAT.: 41.0136737

LONG.: -100.3125416

ELEV.: 2703.000

Fd. 5/8" REBAR & L.S. CAP 464 N: 133765.904 E: 226860.261

LAT.: 41.01427742

LONG.: -100.3128491

ELEV.: 2701.740

Fd. 5/8" REBAR & L.S. CAP 464 N: 133884.074 E: 226837.018

LAT.: 41.01439419

LONG.: -100.3128793

ELEV.: 2701.458

Fd. 5/8" REBAR & L.S. CAP 464 N: 134174.987 E: 226141.984

LAT.: 41.01468244

LONG.: -100.3137855

ELEV.: 2702.036Fd. 1/2" REBAR N: 134174.871 E: 226092.002

LAT.: 41.01468239

LONG.: -100.3138507

ELEV.: 2701.932

S11°07'39"E

120.40'

EX. STEEL BOLLARD

(TYP.)

EX. UNDERGROUND FIBER

OPTIC LINE (TYP.)

- S

N89°52'01"E 50.00'

SECTION L

SECTION T

OHE

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

UGF

UGT

EX. GRAVEL DRIVE (TYP.)

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

EX. UTILITY

POLE (TYP.)

EX. GUY WIRE

(TYP.)

EX. UTILITY

POLE (TYP.)

EX. ICV

20' SETBACK

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

OVERALL EXISTING CONDITIONS

PLAN

VL100

KEY MAP

(NOT TO SCALE)

KEY MAP

(NOT TO SCALE)

SITE NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC

INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY

MILLER & ASSOCIATES CONSULTING ENGINEERS, P.C. PERFORMED ON MAY 17,

2021. HORIZONTAL CONTROL IS BASED ON THE LINCOLN COUNTY LOW DISTORTION

PROJECTION FROM THE NEBRASKA STATE SURVEYOR'S OFFICE AND VERTICAL

CONTROL DATUM IS BASED ON THE NEBRASKA DEPARTMENT OF ROADS, DISTRICT

6, SURVEY SUPERVISOR, KITTY RIGGS, CONTROL POINT CP3-63, ELEVATION 2703.00.

TRACT 37

17.81 ACRES

TRACT 38

FORT McPHERSON NATIONAL CEMETERY

AutoCAD SHX Text

CURVE DATA

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text C1

AutoCAD SHX Text

DELTA

AutoCAD SHX Text 14°50'43"

AutoCAD SHX Text

RADIUS

AutoCAD SHX Text 2744.79

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text 711.18(M) 711.30'(E)

AutoCAD SHX Text

CHORD LENGTH

AutoCAD SHX Text 709.19(M) 709.31'(E)

AutoCAD SHX Text

BEARING

AutoCAD SHX Text N03°39'21"W

N0 0°

'36

"E 1,1

.20

S67°17'16"E753.47'

N89°57'12"W 814.44'

UGF

OHE

X X

EX. 24" CMP

EX. BRICK WALL

(TYP.)

COLUMBARIUMEX. STORM

INLET (TYP.)

EX. STORM INLET

(TYP.)

EX. STORM CLEANOUT

(TYP.)

EX. CONCRETE

CURB (TYP.)

EX. NAVY SEABEES

MONUMENT

EX. WROUGHT

IRON FENCE

EX. BLACK COATED CHAIN LINK

FENCE (TYP.)

EX. BARBWIRE

FENCE (TYP.)

Fd. BRASS CAP N: 133058.821 E: 226091.159

LAT.: 41.01357981

LONG.: -100.3138536

ELEV.: 2715.834

Fd. 5/8" REBAR &

L.S. CAP 464

BENCHMARK #1:

EX. BRASS CAP

N: 133057.911 E: 227054.419

LAT.: 41.01357774

LONG.: -100.312597

ELEV.: 2706.037

BENCHMARK #2:

NEBRASKA DEPT. OF ROADS (NDOR) CP3-63

N: 133155.103 E: 227096.775

LAT.: 41.0136737

LONG.: -100.3125416

ELEV.: 2703.000

Fd. 5/8" REBAR & L.S. CAP 464 N: 133765.904 E: 226860.261

LAT.: 41.01427742

LONG.: -100.3128491

ELEV.: 2701.740

Fd. 5/8" REBAR & L.S. CAP 464 N: 133884.074 E: 226837.018

LAT.: 41.01439419

LONG.: -100.3128793

ELEV.: 2701.458

Fd. 5/8" REBAR & L.S. CAP 464 N: 134174.987 E: 226141.984

LAT.: 41.01468244

LONG.: -100.3137855

ELEV.: 2702.036Fd. 1/2" REBAR N: 134174.871 E: 226092.002

LAT.: 41.01468239

LONG.: -100.3138507

ELEV.: 2701.932

S11°07'39"E

120.40'

EX. STEEL BOLLARD

(TYP.)

EX. UNDERGROUND FIBER

OPTIC LINE (TYP.)

- S

N89°52'01"E 50.00'

SECTION L

SECTION T

OHE

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

UGF

UGT

EX. GRAVEL DRIVE (TYP.)

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

EX. UTILITY

POLE (TYP.)

EX. GUY WIRE

(TYP.)

EX. UTILITY

POLE (TYP.)

EX. ICV

20' SETBACK

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

BORING INFORMATION PLAN

BI100

KEY MAP

(NOT TO SCALE)

SOIL BORING LOCATION / REFERENCE #

SUBSURFACE LEGEND:

NOTES:

1. REFER TO "GEOTECHNICAL ENGINEERING REPORT, FORT MCPHERSON NATIONAL

CEMETERY EXPANSION" BY TERRACON, DATED AUGUST 29, 2018, INCLUDED IN

SPECIFICATION 31 20 00 (EARTH MOVING) FOR BORING LOG INFORMATION AND

RECOMMENDATIONS. NEW PAVEMENT RECOMMENDATIONS ARE PROVIDED BY ECS

REPORT DATED JANUARY 19, 2022 TITLED "NEW PAVEMENT RECOMMENDATIONS"

SOIL PROFILE BOUNDARY

SOIL PROFILE SYMBOL

SOIL DESCRIPTIONS

6637 LAWET SILT LOAM

8815 COZAD SILT LOAM, 0 TO 1% SLOPE

KEY MAP

(NOT TO SCALE)

SITE NOTES:

1. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC

INFORMATION WAS COMPILED FROM A TOPOGRAPHIC SURVEY PREPARED BY

MILLER & ASSOCIATES CONSULTING ENGINEERS, P.C. PERFORMED ON MAY 17,

2021. HORIZONTAL CONTROL IS BASED ON THE LINCOLN COUNTY LOW DISTORTION

PROJECTION FROM THE NEBRASKA STATE SURVEYOR'S OFFICE AND VERTICAL

CONTROL DATUM IS BASED ON THE NEBRASKA DEPARTMENT OF ROADS, DISTRICT

6, SURVEY SUPERVISOR, KITTY RIGGS, CONTROL POINT CP3-63, ELEVATION 2703.00.

TRACT 37

17.81 ACRES

TRACT 38

FORT McPHERSON NATIONAL CEMETERY

AutoCAD SHX Text

AutoCAD SHX Text B-1

AutoCAD SHX Text B-2

AutoCAD SHX Text B-4

AutoCAD SHX Text B-5

AutoCAD SHX Text B-3

AutoCAD SHX Text B-1

AutoCAD SHX Text

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

BORING LOGS

BI101

EX. 8" TREEEX. 12" TREE

CONIFEROUS TREE ROW

SIZE VARIES 4"-12"

CONIFEROUS TREE ROW

SIZE VARIES 4"-12"

CONIFEROUS TREE ROW

SIZE VARIES 4"-12"

EX. 24" TREE EX. 12" TREE

EX. 18" TREE

N0 0°

'36

"E 1,1

.20

S67°17'16"E753.47'

N89°57'12"W 814.44'

UGF

OHE

X X

EX. 24" CMP

EX. BRICK WALL

(TYP.)

COLUMBARIUMEX. STORM

INLET (TYP.)

EX. STORM INLET

(TYP.)

EX. STORM CLEANOUT

(TYP.)

EX. CONCRETE

CURB (TYP.)

EX. NAVY SEABEES

MONUMENT

EX. WROUGHT

IRON FENCE

EX. BLACK COATED CHAIN LINK

FENCE (TYP.)

EX. BARBWIRE

FENCE (TYP.)

Fd. BRASS CAP N: 133058.821 E: 226091.159

LAT.: 41.01357981

LONG.: -100.3138536

ELEV.: 2715.834

Fd. 5/8" REBAR &

L.S. CAP 464

BENCHMARK #1:

EX. BRASS CAP

N: 133057.911 E: 227054.419

LAT.: 41.01357774

LONG.: -100.312597

ELEV.: 2706.037

BENCHMARK #2:

NEBRASKA DEPT. OF ROADS (NDOR) CP3-63

N: 133155.103 E: 227096.775

LAT.: 41.0136737

LONG.: -100.3125416

ELEV.: 2703.000

Fd. 5/8" REBAR & L.S. CAP 464 N: 133765.904 E: 226860.261

LAT.: 41.01427742

LONG.: -100.3128491

ELEV.: 2701.740

Fd. 5/8" REBAR & L.S. CAP 464 N: 133884.074 E: 226837.018

LAT.: 41.01439419

LONG.: -100.3128793

ELEV.: 2701.458

Fd. 5/8" REBAR & L.S. CAP 464 N: 134174.987 E: 226141.984

LAT.: 41.01468244

LONG.: -100.3137855

ELEV.: 2702.036Fd. 1/2" REBAR N: 134174.871 E: 226092.002

LAT.: 41.01468239

LONG.: -100.3138507

ELEV.: 2701.932

S11°07'39"E

120.40'

EX. STEEL BOLLARD

(TYP.)

EX. UNDERGROUND FIBER

OPTIC LINE (TYP.)

- S

N89°52'01"E 50.00'

SECTION K

SECTION L

SECTION T

OHE

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

UGF

UGT

EX. GRAVEL DRIVE (TYP.)

EX. UNDERGROUND

TELEPHONE LINE (TYP.)

EX. UTILITY

POLE (TYP.)

EX. GUY WIRE

(TYP.)

EX. UTILITY

POLE (TYP.)

EX. ICV

20' SETBACK

SECTION 1

491 TRADITIONAL FULL

CASKET GRAVESITES

(WITHIN 5'x10' PLOTS)

SECTION 2

773 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 3

732 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

R87'

R63'

R30'

R28'

R6'

R30' R28'

R30'

R48'

R10'

R30'

R8'R8'

R51.5'

R63.5'

R5 6'

R44

6' 6'

60'

48'

90°'

M3A

M3B

M2A

M2B

M1A

M1B

SM1A

SM1B

SM2A

SM2B

SM3A

SM3B

BM1

BM2

BM3

27082709

BOTTOM OF

TRAP=2700.00

CWS

CIP

12.0' STONE

WEIR OUTLET

SAF SAF SAF SAF SAF SAF SAF SAF SAF

SAF

SILT FENCESF

CONSTRUCTION ENTRANCE

LIMITS OF DISTURBANCE

CONCRETE WASHOUT

LEGEND:

DRAINAGE DIVIDE

CONSTRUCTION STAGING,

SPOILS & STORAGE AREA

CWS

SILT CHECKSC

SILT FENCE CULVERT INLET PROTECTION

SILT FENCE OUTLET PROTECTION

DD TEMPORARY DIVERSION DIKE

CIP

SILT FENCE INLET PROTECTION

PERMANENT ROCK RIPRAP SCOUR HOLE

TEMPORARY CONSTRUCTION FENCESAF SA

CONTRACTOR YARD/STAGING AREACY

E&S NOTES:

1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENT CONTROL (E&S)

PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND

UPGRADING OF THESE E&S FACILITIES IS THE RESPONSIBILITY OF THE

CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED.

2. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE

CLEARLY FLAGGED BY SURVEY TAPE OR FENCING PRIOR TO CONSTRUCTION.

DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE

CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE

MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.

3. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE

BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE

PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH

SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED

AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT

OCCUR FOR THE DURATION OF THE PROJECT.

4. THE E&S FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR

TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO

ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS,

DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.

5. THE E&S FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS

FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,

THESE E&S FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED

STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE

CONDITIONS AS DIRECTED BY COTR.

6. THE E&S FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND

MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN

RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE E&S FACILITIES.

7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT

WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET

SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY

STABILIZED WITH THE APPROVED E&S METHODS (E.G., SEEDING, MULCHING,

PLASTIC COVERING, ETC.).

8. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO

ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE

LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION

SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM

SYSTEM.

9. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED

AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN

PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED

WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.

10. PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL SUBMIT SEQUENCE

OF CONSTRUCTION PLAN WITH ACCESS TO SITE OFF OF FORT MCPHERSON

ROAD (STATE ROUTE 56A) AS SHOWN ON PLANS. CONSTRUCTION TRAFFIC

SHALL REMAIN OFF OF EXISTING CEMETERY SITE.

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

KEY MAP

(NOT TO SCALE)

GC101

EROSION & SEDIMENT CONTROL

PLAN

LIMITS OF DISTURBANCE (TYP.)

1. CONTRACTOR IS RESPONSIBLE FOR THE NPDES PERMIT. CONTRACTOR

SHALL COORDINATE E&S CONTROLS WITH NEBRASKA DOE SWPPP

REQUIREMENTS.

2. THE CONTRACTOR SHALL SUBMIT FOR A NPDES CONSTRUCTION

STORMWATER GENERAL PERMIT NOTICE OF INTENT (CSID-NOI) THROUGH

THE ONLINE PORTAL ADMINISTRATION BY NEBRASKA DOE.

NOTE:

TEMPORARY

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL

PROVIDE A CHAIN LINK CONSTRUCTION FENCE, SEVEN FOOT MINIMUM

HEIGHT, AROUND THE CONSTRUCTION AREA INDICATED ON THE

DRAWINGS AND NOT THE ENTIRE LIMITS OF CONSTRUCTION.

2. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH MATERIALS TO

PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER

SHALL ALLOW FOR THE WIND, WITHOUT CAUSING THE FENCE TO BEND OR

FALL OVER.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS OF THE PROPOSED

CONSTRUCTION FENCE SYSTEM FOR REVIEW AND APPROVAL BY THE

RE/COR FOLLOWING DISCUSSION WITH THE CEMETERY OPERATIONS.

4. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY

HARDWARE, INCLUDING CLASPS AND PADLOCKS.

5. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND

TO LINE POSTS AND TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

6. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE

THE FENCE WHEN DIRECTED BY THE RE/COR.

NOTE: LOCATION OF SIGN SHALL BE COORDINATED AND APPROVED BY COR.

CI501

AutoCAD SHX Text VA Office of Design & Construction Service

AutoCAD SHX Text

FORT MCPHERSON NATIONAL CEMETERY

AutoCAD SHX Text

GENERAL CONTRACTOR

AutoCAD SHX Text

CEMETERY EXPANSION

AutoCAD SHX Text Construction Firm Name (TBD) City & State (TBD)

AutoCAD SHX Text

ARCHITECT/ENGINEER

AutoCAD SHX Text William H. Gordon Associates, Inc. Martinsburg, WV

AutoCAD SHX Text General Contractors Firm Name

AutoCAD SHX Text

THE LIFE YOU SAVE MAY BE YOUR OWN

AutoCAD SHX Text Without a Lost Time Accident

AutoCAD SHX Text This Project Has Worked

AutoCAD SHX Text Days

AutoCAD SHX Text

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-5

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

EROSION & SEDIMENT CONTROL

DETAILS

NOT TO SCALE

CONSTRUCTION ENTRANCE1 NOT TO SCALE

SILT FENCE2

NOT TO SCALE

SILT FENCE INLET PROTECTION AND OUTLET PROTECTION3 NOT TO SCALE

SILT CHECKS4

GC501

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-5

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

EROSION & SEDIMENT CONTROL

DETAILS

NOT TO SCALE

TEMPORARY SILT TRAP1 NOT TO SCALE

ROCK RIPRAP SCOUR HOLE2

NOT TO SCALE

TEMPORARY DIVERSION DIKE3

STRUCTURE

10' 10' 10' 2.0' 2.0' 1.0' 4.0' 4.0' 15 B 12

GC502

N0 0°

'36

"E 1,1

.20

N89°57'12"W 814.44'

UGF

OHE

X X

EX. 24" CMP

EX. BRICK WALL (TYP.)

COLUMBARIUMEX. STORM INLET (TYP.)

EX. STORM INLET (TYP.)

EX. STORM CLEANOUT (TYP.)

EX. CONCRETE

CURB (TYP.)

EX. CONCRETE

CURB (TYP.)

EX. NAVY SEABEES

MONUMENT

EX. WROUGHT

IRON FENCE

EX. BLACK COATED CHAIN LINK FENCE (TYP.)

EX. BARBWIRE

FENCE (TYP.)

Fd. BRASS CAP N: 133058.821 E: 226091.159

LAT.: 41.01357981

LONG.: -100.3138536

ELEV.: 2715.834

Fd. 5/8" REBAR &

L.S. CAP 464

EX. STEEL BOLLARD (TYP.)

EX. UNDERGROUND FIBER OPTIC LINE (TYP.)

- S

SECTION Y

SECTION K

SECTION L

SECTION U

SECTION T

EX. UNDERGROUND TELEPHONE LINE (TYP.)

UGT

EX. GRAVEL DRIVE (TYP.)

EX. UNDERGROUND TELEPHONE LINE (TYP.)

EX. UTILITY POLE (TYP.)

EX. GUY WIRE (TYP.)

EX. UTILITY POLE (TYP.)

EX. ICV

20' SETBACK

X X

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

SITE DEMOLITION PLAN

CD101

KEY MAP

(NOT TO SCALE)

REMOVE & DISPOSE OF (OR RECYCLE) EX. CONCRETE PAVEMENT;

INCLUDES ENTIRE PAVEMENT SECTION AND ANY ASSOCIATED

AGGREGATE BASE OR TREATED SUBGRADE.

X REMOVE EX. MONOLITHIC CURB AND GUTTER

SAW CUT EX. CONCRETE PAVEMENT

REMOVE EX. FEATURE

TREE FENCING AND ARMOR

REMOVE EX. CHAIN LINK FENCE (INCLUDES ALL FENCE HARDWARE

& CONCRETE FOOTINGS)

DEMOLITION LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

EX. ICV BOX & COVER TO REMAIN AND BE PROTECTED

DURING CONSTRUCTION

EX NAVY SEABEES MONUMENT TO REMAIN

REMOVE EX CHAIN LINK FENCE (INCLUDES ALL FENCE

HARDWARE AND CONCRETE FOOTINGS) (TYP.)

PROVIDE TREE FENCING AND ARMOR FOR EXISTING TREES

TO REMAIN

SAWCUT EX. CONCRETE PAVEMENT

SITE DEMOLITION NOTES:

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE DEMOLISHED.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT

REQUIRE DEMOLITION TO COMPLETE THE PROPOSED CONSTRUCTION.

2. SITE FEATURES SHOWN IN BOLD ARE TO BE REMOVED.

3. CONTRACTOR SHALL REMOVE CONCRETE PAVEMENT AT NEAREST JOINT IF WITHIN

FIVE FEET OF SAWCUT AND REMOVAL LIMITS AS SHOWN ON PLANS AT NO

ADDITIONAL COST.

4. CONTRACTOR TO LOCATE AND PROTECT EXISTING IRRIGATION LINES, ELECTRIC

LINES AND ANY OTHER UTILITIES PRIOR TO COMMENCING TREE REMOVAL,

PAVEMENT REMOVAL/EXCAVATION, AND/OR ANY OTHER DEMOLITION ACTIVITIES.

UGF

OHE

X X

EX. 24" CMP

EX. BRICK WALL (TYP.)

COLUMBARIUMEX. STORM INLET (TYP.)

EX. STORM INLET (TYP.)

EX. STORM CLEANOUT (TYP.)

EX. CONCRETE

CURB (TYP.)

EX. CONCRETE

CURB (TYP.)

EX. NAVY SEABEES

MONUMENT

EX. WROUGHT

IRON FENCE

EX. BLACK COATED CHAIN LINK FENCE (TYP.)

EX. BARBWIRE

FENCE (TYP.)

Fd. BRASS CAP N: 133058.821 E: 226091.159

LAT.: 41.01357981

LONG.: -100.3138536

ELEV.: 2715.834

Fd. 5/8" REBAR &

L.S. CAP 464

EX. STEEL BOLLARD (TYP.)

EX. UNDERGROUND FIBER OPTIC LINE (TYP.)

- S

SECTION Y

SECTION K

SECTION L

SECTION U

SECTION T

EX. UNDERGROUND TELEPHONE LINE (TYP.)

UGT

EX. GRAVEL DRIVE (TYP.)

EX. UNDERGROUND TELEPHONE LINE (TYP.)

EX. UTILITY POLE (TYP.)

EX. GUY WIRE (TYP.)

EX. UTILITY POLE (TYP.)

EX. ICV

20' SETBACKSECTION 1

491 TRADITIONAL FULL

CASKET GRAVESITES

(WITHIN 5'x10' PLOTS)

SECTION 2

773 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

SECTION 3

732 IN-GROUND

CREMAIN SITES

(WITHIN 4'x4' PLOTS)

R87'

R63'

R30'

R28'

R6'

R30' R28'

R30'

R48'

R10'

R30'

R8'R8'

R51.5'

R63.5'

R5 6'

R44

6' 6'

60'

48'

90°'

M3A

M3B

M2A

M2B

M1A

M1B

SM1A

SM1B

SM2A

SM2B

SM3A

SM3B

BM1

BM2

BM3

PI: 16+89.15

N: 133325.63 E: 226349.32

PC: 10+70.06

N: 133035.33 E: 226852.84

PT: 11+87.79

N: 133133.29 E: 226812.32

PC: 10+18.00

N: 133135.12 E: 226761.01

PC: 12+71.29

N: 133212.87 E: 226529.54

PT: 10+44.70

N: 133125.94 E: 226738.79

PT: 12+97.99

N: 133235.09 E: 226520.36

N:132970.61 E:226826.03

N:133151.74 E:226767.91

N:133222.40 E:226133.78

STA.=10+25.12

OFF=12.000' RT

STA.=10+24.95

OFF=-12.000' LT

STA.=12+00.07

OFF=-12.000' LT

PRC

STA.=10+25.25

OFF=-11.000' LT

STA.=10+44.70

OFF=-11.000' LT

N:133297.76 E:226546.40

STA.=12+71.29

OFF=-11.000' LT

PRC

STA.=12+90.74

OFF=-11.000' LT

STA.=13+03.99

OFF=-35.802' LT

STA.=14+72.19

OFF=-12.000' LT

STA.=12+60.15

OFF=-12.000' LT

STA.=12+64.02

OFF=11.000' RT

STA.=10+51.98

OFF=11.000' RT

N2 2°

'00

0.0

N67°26'27"W'

501.36'

N67°26'27"W'

226.59'

STA.=16+32.79

OFF=-12.000' LT

PRC

STA.=16+62.70

OFF=-39.692' LT

12+00

13+00

14+00

15+00

16+00

11+00

12+00

N:133344.93 E:226334.16

N2 2°

'33

8.0

CURVE TABLE

CURVE #

RADIUS

75.00

17.00

LENGTH

117.73

26.70

DELTA ANGLE

089°56'26.91"

090°00'00.00"

CHORD

106.01

24.04

CHORD BEARING

N22° 28' 13.46"W

S67° 33' 33.09"W

N22° 26' 26.91"W

133140.1434 226843.722

MARKER

SEC. MARKER LAYOUT CHART

NORTHING EASTING

133213.0346 226668.2601SM2B

SM1A

133228.7637 226630.3973

133253.3165 226571.2943SM2B

SM2A

133286.1891 226492.1643

133310.7419 226433.0613SM3B

SM3A

133140.1434 226843.722

MARKER

SEC. MARKER LAYOUT CHART

NORTHING EASTING

133213.0346 226668.2601SM2B

SM1A

133228.7637 226630.3973

133253.3165 226571.2943SM2B

SM2A

133286.1891 226492.1643

133310.7419 226433.0613SM3B

SM3A

133183.2044 226756.0321

MONUMENT

MONUMENT LAYOUT CHART

NORTHING EASTING

133229.3786 226775.214M1B

M1A

133247.4637 226601.3486

133295.4848 226621.2977M2B M2A

133303.3545 226466.8096

133351.3757 226486.7587M3B M3A

BASELINE

BEARING [DEFINED BY]

N22° 33' 33.09"E [M1A TO M1B]BM1

BM2

BM3

N22° 33' 33.09"E [M2A TO M2B]

N22° 33' 33.09"E [M3A TO M3B]

133183.2044 226756.0321

MONUMENT

MONUMENT LAYOUT CHART

NORTHING EASTING

133229.3786 226775.214M1B

M1A

133247.4637 226601.3486

133295.4848 226621.2977M2B M2A

133303.3545 226466.8096

133351.3757 226486.7587M3B M3A

BASELINE

BEARING [DEFINED BY]

N22° 33' 33.09"E [M1A TO M1B]BM1

BM2

BM3

N22° 33' 33.09"E [M2A TO M2B]

N22° 33' 33.09"E [M3A TO M3B]

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

SITE LAYOUT PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

MAXWELL, NEBRASKA

890CM3014

MARCH 4, 2022 DCW ATN Dwg. of U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT McPHERSON NATIONAL CEMETERY EXPANSIONThe LA Group

(518) 587-8100 Aqua Engineering

(970) 372-6104

OCMI

(202) 607-7575 Miller & Associates

(308) 345-3710

Fil e P ath

2.1

.8.

6\V

1\P

\33

\08

-1

.D W

GORDON - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Office of Design and Construction

Service

KEY MAP

(NOT TO SCALE)

CS101

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION…

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

File details come from the government source that posted it. Updated Mar 13, 2023.