S02_Attachment - CBNC-806CM3029-BD-PLANS_Part1.pdf

PDF 15 MB Posted Aug 24, 2023

Attached to: PN: 806CM3029 Camp Butler Road Repairs and Correct IT Deficiencies
Solicitation number: 36C78623B0036
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 20, 2023

This document summarizes a solicitation for road repairs and IT deficiency corrections at Camp Butler National Cemetery. The solicitation number is 36C78623B0036 and was issued by the Department of Veterans Affairs National Cemetery Administration. Under this contract, the selected vendor will be responsible for performing repairs to Camp Butler Road and correcting information technology deficiencies at the cemetery. Repairs to Camp Butler Road include resurfacing sections of the roadway and repairing or replacing damaged sections of curb and gutter. Correcting IT deficiencies involves upgrading or replacing network switches, servers, and other IT infrastructure. The response due date for this solicitation is April 15, 2023. The period of performance for the awarded contract is expected to be from June 1, 2023 to May 31, 2024.

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File	Type	Posted
S02_Attachment - RFIs and Answers.docx	DOCX document	Sep 21, 2023
S06_36C78623B0036 0002.pdf	PDF	Sep 21, 2023
S02_Attachment - Site Visit Attendance Roster.pdf	PDF	Sep 12, 2023
S02_Attachment - Wage Determination (dtd 09.01.2023).pdf	PDF	Sep 12, 2023
S06_36C78623B0036 0001.pdf	PDF	Sep 12, 2023
S02_Attachment - Davis-Bacon Act Poster.pdf	PDF	Aug 25, 2023
S02_Attachment - Wage Determination.pdf	PDF	Aug 24, 2023
S02_Attachment - CBNC-806CM3029-BD-PLANS_Part2.pdf	PDF	Aug 24, 2023
S02_36C78623B0036.docx	DOCX document	Aug 24, 2023
S02_Attachment - DOL Payroll Form.pdf	PDF	Aug 24, 2023
S02_Attachment - Standard Form 1413.pdf	PDF	Aug 24, 2023
S02_Attachment - Davis-Bacon Act Poster.pdf	PDF	Aug 24, 2023
S02_Attachment - CBNC-806CM3029-BD-PLANS_Part3.pdf	PDF	Aug 24, 2023
S02_Attachment - CBNC-806CM3029-BD-SPECS.pdf	PDF	Aug 24, 2023
S02_Attachment - Liquidated Damages Calculation.pdf	PDF	Aug 24, 2023

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SANGAMON COUNTY

SPRINGFIELD, ILLINOIS

REPAIR ROADS, PARKING LOTS, CURB AND GUTTER

CORRECT IT DEFICIENCIES

PROJECT NUMBER: 806CM3029

BID DOCUMENTS

VICINITY MAP

N.T.S.

DRAWING INDEX

GENERAL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

CIVIL

3. VL100 OVERALL EXISTING CONDITIONS AND BORING PLAN

4. VL101 EXISTING CONDITIONS AND BORING PLAN

5. VL102 EXISTING CONDITIONS AND BORING PLAN

6. VL103 EXISTING CONDITIONS AND BORING PLAN

7. VL104 EXISTING CONDITIONS AND BORING PLAN

8. GC100 CONSTRUCTION SEQUENCE PLAN

9. GC101 EROSION AND SEDIMENT CONTROL PLAN

10. GC102 EROSION AND SEDIMENT CONTROL PLAN

11. GC103 EROSION AND SEDIMENT CONTROL PLAN

12. GC104 EROSION AND SEDIMENT CONTROL PLAN

13. GC501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

14. CD101 SITE DEMOLITION PLAN (BASE BID)

15. CD102 SITE DEMOLITION PLAN (BASE BID)

16. CD103 SITE DEMOLITION PLAN (BASE BID)

17. CD104 SITE DEMOLITION PLAN (BASE BID)

18. CD111 SITE DEMOLITION PLAN (BID OPTION #1)

19. CD112 SITE DEMOLITION PLAN (BID OPTION #1)

20. CD113 SITE DEMOLITION PLAN (BID OPTION #1)

21. CD114 SITE DEMOLITION PLAN (BID OPTION #1)

22. CD121 SITE DEMOLITION PLAN (BID OPTION #2)

23. CD122 SITE DEMOLITION PLAN (BID OPTION #2)

24. CD123 SITE DEMOLITION PLAN (BID OPTION #2)

25. CD124 SITE DEMOLITION PLAN (BID OPTION #2)

26. CD131 SITE DEMOLITION PLAN (BID OPTION #3)

27. CD132 SITE DEMOLITION PLAN (BID OPTION #3)

28. CD133 SITE DEMOLITION PLAN (BID OPTION #3)

29. CD134 SITE DEMOLITION PLAN (BID OPTION #3)

30. CS101 SITE DEVELOPMENT PLAN (BASE BID)

31. CS102 SITE DEVELOPMENT PLAN (BASE BID)

32. CS103 SITE DEVELOPMENT PLAN (BASE BID)

33. CS104 SITE DEVELOPMENT PLAN (BASE BID)

34. CS111 SITE DEVELOPMENT PLAN (BID OPTION #1)

35. CS112 SITE DEVELOPMENT PLAN (BID OPTION #1)

36. CS113 SITE DEVELOPMENT PLAN (BID OPTION #1)

37. CS114 SITE DEVELOPMENT PLAN (BID OPTION #1)

38. CS121 SITE DEVELOPMENT PLAN (BID OPTION #2)

39. CS122 SITE DEVELOPMENT PLAN (BID OPTION #2)

40. CS123 SITE DEVELOPMENT PLAN (BID OPTION #2)

41. CS124 SITE DEVELOPMENT PLAN (BID OPTION #2)

42. CS131 SITE DEVELOPMENT PLAN (BID OPTION #3)

43. CS132 SITE DEVELOPMENT PLAN (BID OPTION #3)

44. CS133 SITE DEVELOPMENT PLAN (BID OPTION #3)

45. CS134 SITE DEVELOPMENT PLAN (BID OPTION #3)

46. CS501 SITE DETAILS

47. CS502 SITE DETAILS

TELECOMMUNICATIONS

48. ET001 TELECOM LEGEND, ABBREVIATIONS AND NOTES

49. ET101 TELECOM FLOOR PLANS - DEMO

50. ET102 TELECOM FLOOR PLANS - NEW

51. ET501 ELECTRICAL/TELECOM DETAILS

NO. DRAWING DRAWING TITLE

Know what'sbelow.

before you dig.Call

CAMP BUTLER NATIONAL CEMETERY

PREPARED BY

NORTH

PROJECT

LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

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

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

:\P

\33

-1

1 C

N C

-0

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERAL

SERV I CE S

MISSOURI

KENTUCKY

IOWA

INDIANA

WISCONSIN

CAMP BUTLER NATIONAL CEMETERY

U.S. DEPARTMENT

OF VETERANS AFFAIRSVA

LOCATION MAP

1" = 1,000'

NORTH

PROJECT

LOCATION

CONSULTANTS

www.abovegroupinc.com COA/CA Lic. No. 31120

305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

EGR I TY FEDERA

S ERV I C E S

GI001

COVER SHEET

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

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

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

:\P

\33

-1

1 C

N C

-0

.D W

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERAL

SERV I CE S

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

BOARD FENCE

8" W/M

TRANS.CURB

SOIL BOUNDARY

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

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBS

UNDERGROUND GAS LINE

45 0

GS 45 0

TC 45 0

INV

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 POLE

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 PRACTICES

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 NOT 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

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 'CAMP BUTLER NATIONAL CEMETERY REPAIR ROADS, PARKING LOTS, CURB AND GUTTER, AND CORRECT IT DEFICIENCIES.' INCLUDES, BUT

IS NOT LIMITED TO;

1.1. FULL DEPTH ASPHALT REPLACEMENT OF CEMETERY ROADS

1.2. STRUCTURAL MILL AND OVERLAY OF CEMETERY ROADS

1.3. DEMOLITION AND RECONSTRUCTION OF DAMAGED CURB AND GUTTER

1.4. REPAIR AND REPLACEMENT OF DAMAGED DRAINAGE STRUCTURES

1.5. IT IMPROVEMENTS IN ADMIN AND MAINTENANCE BUILDINGS

2. THE PROJECT IS LOCATED IN SANGAMON COUNTY, ILLINOIS.

3. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN AERIAL TOPOGRAPHIC SURVEY PREPARED BY RSM GEOSPATIAL, INC DATED MARCH 27, 2023. HORIZONTAL DATUM IS REFERENCED TO THE ILLINOIS STATE PLANE,WEST ZONE (NAD 83) COORDINATE SYSTEM. VERTICAL DATUM IS REFERENCED TO (NAVD 88). SUPPLEMENTAL ON-THE-GROUND FIELD SURVEY PROVIDED BY RSM GEOSPATIAL, INC DATED MARCH 27, 2023.

4. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 17167C0260F DATED AUGUST 2, 2007.THE SCOPE OF WORK APPEARS TO LIE MOSTLY IN ZONE (X) AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN. A SMALL PORTION OF THE SITE IS LOCATED IN ZONE (AE) 1.0% ANNUAL CHANCE FLOODPLAIN.

5. SEE THIS SHEET FOR LEGEND OF PROPOSED SYMBOLS USED ON ALL SHEETS AND SHEET VL100 FOR LEGEND OF EXISTING SYMBOLS.

6. 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.

7. 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.

8. AFFECT 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.

9. 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 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 LOCAL/STATE CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT JULIE ONE CALL SYSTEM, INC. AT 1-800-892-0123 OR 811 A MINIMUM OF (3) FULL BUSINESS DAYS 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. INTEGRITY FEDERAL SERVICES 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 INTEGRITY FEDERAL SERVICES SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S

EXPENSE.

5. INTEGRITY FEDERAL SERVICES DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, OR THE LOCATION OF UNDERLYING ROCK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

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

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

8. 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.

9. 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.

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

CONSTRUCTION.

11. 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.

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

13. 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.

14. 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.

15. 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.

16. 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.

17. 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.

18. 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.

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

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

BENCHMARK #9

REBAR W/CAP

ELEV=566.03

BENCHMARK #10

REBAR W/CAP

ELEV=572.46

BENCHMARK #8

REBAR W/CAP

ELEV=569.09

BENCHMARK #7

REBAR W/CAP

ELEV=577.06

BENCHMARK #6

REBAR W/CAP

ELEV=535.91

BENCHMARK #5

REBAR W/CAP

ELEV=567.98

BENCHMARK #4

REBAR W/CAP

ELEV=578.34

BENCHMARK #1

REBAR W/CAP

ELEV=576.11

BENCHMARK #2

REBAR W/CAP

ELEV=574.37

BENCHMARK #3

REBAR W/CAP

ELEV=575.31

W W

ADMIN BUILDING

MAINTENANCE

COMPLEX

COMMITTAL

SHELTER

ROSTRUM

COLUMBARIUM A

MAINTENANCE

AREA

E MALL DR.

SECOND DR. S

OLD RIVER RD.

CAMP BUTLER RD.

MAIN ENTRANCE

OLD RIVER RD.

BRIDGE

FIRST DR. S

CAMP BUTLER RD.

LOT 3

LASCODY'S ADDITION

CAB H55B DOC. 1997R21849

DOC. 97-39912

6.02 ACRES EXCEPTED FOR

UNITED STATES OF AMERICA

NATIONAL CEMETERY

BK 378 PG 68

SW 1/4 SW 1/4

SEC 16-16-4

BK 378 PG 68

0.77 ACRES

EXCEPTED

BK 378 PG 68

MALL DR.

SECOND DR. S

NORTH

GRAPHICAL SCALE: 1"=100'

100 50 0 100 200 300

VL100

OVERALL EXISTING CONDITIONS

AND BORING PLAN

OVERALL EXISTING CONDITIONS

AND BORING PLAN

TRANS

KEY MAP

(NOT TO SCALE)

1 2

3 4

SOIL BORING LEGEND:SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

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

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

:\P

\33

-1

1 C

N C

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERAL

SERV I CE S

EXISTING CONDITIONS AND BORING PLAN NOTES:

1. SITE SURVEY PREPARED BY RSM GEOSPATIAL, INC. DATED MARCH 27, 2023.

2. THIS SURVEY IS BASED ON DEED RECORDS IN BOOK 378 PAGE 68 AND DOCUMENT 97-39912.

3. SITE DATUM :

- VERTICAL - NAVD83

- HORIZONTAL - NAD 83 ILLINOIS STATE PLANE WEST ZONE

- ESTABLISHED FROM GPS OBSERVATIONS

4. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS AND, THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS THE EXISTENCE OF WHICH IS AT PRESENT NOT KNOWN. VERIFICATION

OF THE LOCATIONS OF UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN,M WILL BE THE

RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR.

5. IRRIGATION LINES AND FACILITIES ARE SHOWN BASED ON "CAMP BUTLER NATIONAL CEMETERY IRRIGATE ENTIRE CEMETERY" AS-BUILT DRAWINGS, PROJECT NUMBER 806CM3024 DATED OCTOBER 30, 2015 AND ARE APPROXIMATE.

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AutoCAD SHX Text (N00%%D46'03"W)

AutoCAD SHX Text (580.80')

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(CH=334.72')

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FENCE POST S 0.88'

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5/8" IRON PIPE E 1.2'

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BRASS DISC

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1/2" REBAR

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BRASS DISC

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BRASS DISC

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SW COR SEC 16-16-4 BRASS DISC

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1/2" REBAR S 2.5' E 4.0'

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1/2" REBAR N 3.7' W 7.0'

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1/2" REBAR S 1.9' W 2.0'

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1/2" IRON PIPE S 0.2' W 2.1'

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1/2" IRON PIPE

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LOT 1 LASCODY'S ADDITION CAB H55B DOC. 1997R21849

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LOT 2 LASCODY'S ADDITION CAB H55B DOC. 1997R21849

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DORIS J. TRUSTEE 151704000010 VOL 2 PAGE 63

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DAVID L POGGENPOHL 15170400026 VOL 2 PAGE 64

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JOHN W & LISA M MIKULEZA 15170400027 VOL 2 PAGE 64

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JON & JANET RAMSEY 15160351001 VOL 2 PAGE 54

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RAYMOND F JR & LYNDA J PERRY 15160301007 VOL 2 PAGE 54

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MICHAEL JOSEPH SLOE 15160301006 VOL 2 PAGE 54

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LENA J SLOE 15160301005 VOL 2 PAGE 54

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EXISTING R.O.W. LINE

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SW 1/4 SW 1/4 SEC 16-16-4

AutoCAD SHX Text S89°23'08"W1354.61'

AutoCAD SHX Text N01°03'28"W 39.94'39.94'

AutoCAD SHX Text S89°02'33"W 109.50'109.50'

AutoCAD SHX Text S89°02'32"W349.00'

AutoCAD SHX Text S89°02'33"W 85.37'85.37'

AutoCAD SHX Text N01°01'48"W922.10'

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AutoCAD SHX Text S00°36'52"E 121.00'121.00'

AutoCAD SHX Text N89°23'08"E 180.00'180.00'

AutoCAD SHX Text N00°36'52"W 104.50'104.50'

AutoCAD SHX Text N89°23'08"E713.30'

AutoCAD SHX Text N01°36'01"W 16.50'16.50'

AutoCAD SHX Text N89°23'08"E 28.19'28.19'

AutoCAD SHX Text S01°33'51"E1335.47'

AutoCAD SHX Text B-03

AutoCAD SHX Text B-09

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AutoCAD SHX Text B-07

AutoCAD SHX Text B-10

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BENCHMARKS

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BM#

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TYPE

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REBAR WITH CAP

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ELEVATION

AutoCAD SHX Text 567.981

AutoCAD SHX Text 574.373

AutoCAD SHX Text 576.107

AutoCAD SHX Text 535.914

AutoCAD SHX Text 569.092

AutoCAD SHX Text 578.344

AutoCAD SHX Text 577.063

AutoCAD SHX Text 575.312

AutoCAD SHX Text 566.027

AutoCAD SHX Text 571.385

AutoCAD SHX Text 572.459

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NORTHING

AutoCAD SHX Text 1153457.375

AutoCAD SHX Text 1153190.373

AutoCAD SHX Text 1153154.105

AutoCAD SHX Text 1154029.134

AutoCAD SHX Text 1153942.215

AutoCAD SHX Text 1153321.208

AutoCAD SHX Text 1154275.862

AutoCAD SHX Text 1153346.820

AutoCAD SHX Text 1153862.625

AutoCAD SHX Text 1154189.984

AutoCAD SHX Text 1153676.699

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EASTING

AutoCAD SHX Text 2468265.167

AutoCAD SHX Text 2467466.084

AutoCAD SHX Text 2467875.430

AutoCAD SHX Text 2468366.099

AutoCAD SHX Text 2467680.209

AutoCAD SHX Text 2467798.644

AutoCAD SHX Text 2467877.808

AutoCAD SHX Text 2467440.977

AutoCAD SHX Text 2467104.551

AutoCAD SHX Text 2467073.078

AutoCAD SHX Text 2466828.271

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PIPE BOLLARD

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AXLE FOUND

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OVERHEAD ELECTRIC

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RECORD DIMENSION

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SYMBOLS LEGEND

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CONC. MON. FOUND

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IRON PIPE/REBAR/PIN FOUND

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POWER POLE

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GUY WIRE

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LIGHT STANDARD

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WATER METER

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WATER VALVE

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FIRE HYDRANT

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GAS METER

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GRATED INLET

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MANHOLE

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SIGN

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EXISTING STRUCTURE

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STONE FOUND

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CHISELED "X" FOUND

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FENCE POST FOUND AND USED

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HANDICAP

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PK NAIL FOUND

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ANCHOR FOUND

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CURB INLET

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HEADSTONE (TYP)

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%%ULEGAL DESCRIPTION (DOC. 97-39912)

AutoCAD SHX Text LOT THREE (3) OF LASCODY'S ADDITION, A SUBDIVISION OF PART OF LOT TEN (1) OF THE PLAT OF THE ESTATE OF URIAH MANN, DECEASED, BEING PART OF THE SOUTHEAST QUARTER (1/4) OF SECTION 17, TOWNSHIP 16 NORTH, RANGE 4 WEST OF THE THIRD PRINCIPAL MERIDIAN, WHICH PLAT IS RECORDED IN THE RECORDER'S OFFICE OF SANGAMON COUNTY, ILLINOIS, IN PLAT BOOK 3 PAGE 28.

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%%ULEGAL DESCRIPTION (BK 378 PG 68)

AutoCAD SHX Text LOT 8 BEING THE SW 1/4 OF THE SW 1/4 OF SECTION 16, T 16 N., R 4 W OF THE 3RD P.M, A PLAT OF WHICH IS RECORDER IN THE SCHOOL COMMISSIONERS' RECORDS OF SALES, PLATS, ETC., OFFICE OF THE COUNTY SUPERINTENDENT OF SCHOOLS OF SANGAMON COUNTY - EXCEPT SO MUCH THEREOF AS IS OWNED AND OCCUPIED BY THE UNITED STATES AS A NATIONAL CEMETERY, BEING 6.02 ACRES, MORE OR LESS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A CUT LIMESTONE IN THE SW CORNER OF SAID SECTION 16, THENCE N. 10 CHAINS 17 LINKS; THENCE E. 5 CHAINS 91.5 LINKS TO A POST; THENCE S 10 CHAINS 17 LINKS TO A POST; THENCE W. 5 CHAINS 91.5 LINKS TO THE POINT OF BEGINNING - ALSO, EXCEPT THAT PART OF SAID REAL ESTATE CONVEYED TO PEABODY COAL COMPANY, AN ILLINOIS CORPORATION, BY W.D., DATED MAY 9, 1945, FILED FOR RECORD IN THE SANGAMON COUNTY RECORDER'S OFFICE, BOOK 323, PAGE 554, AS DOCUMENT NO. 209206, BEING .77, MORE OR LESS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 422 FEET OF THE NW CORNER OF SAID LOT 8, RUNNING THENCE E ALONG THE N LINE OF SAID LOT 893.3 FT. TO THE W R/W LINE OF STATE HIGHWAY NO. 10(U.S.NO. 36); THENCE S 16 1/2 F. ALONG THE W R/W LINE OF STATE HIGHWAY NO. 10 (U.S.NO. 36); THENCE W 713.3 FT. PARALLEL TO THE N LINE OF SAID LOT, THENCE S 104.5 FT., THENCE W 180 FT., THENCE N 121 FT. TO THE PLACE OF BEGINNING. ALSO, EXCEPT ALL EASEMENTS AND OTHER RIGHTS HERETOFORE CONVEYED OF RECORD, SAID TRACT CONTAINING 33.23 ACRES, MORE OR LESS.

AutoCAD SHX Text

IRRIGATION LINE

AutoCAD SHX Text

IRRIGATION VALVE/HEAD

LIMITS OF EXISTING

HEADSTONES

LIMITS OF EXISTING HEADSTONES

BENCHMARK #9

REBAR W/CAP

ELEV=566.03

BENCHMARK #10

REBAR W/CAP

ELEV=572.46

BENCHMARK #2

REBAR W/CAP

ELEV=574.37

BENCHMARK #3

REBAR W/CAP

ELEV=575.31

LIMITS OF EXISTING HEADSTONES

W W

SECOND DR. S

CAMP BUTLER RD.

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

STRUCTURE PER RECORD DRAWINGS (TYP.)

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

VL101

EXISTING CONDITIONS AND

BORING PLAN

EXISTING CONDITIONS AND

BORING PLAN

KEY MAP

(NOT TO SCALE)

1 2

3 4

SOIL BORING LEGEND:SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

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

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

:\P

\33

-1

1 C

N C

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERAL

SERV I CE S

MATCHLINE

SEE SHEET VL103

EXISTING CONDITIONS AND BORING PLAN

NOTES:

1. SITE SURVEY PREPARED BY RSM GEOSPATIAL, INC. DATED MARCH 27, 2023.

2. THIS SURVEY IS BASED ON DEED RECORDS IN BOOK 378 PAGE 68 AND DOCUMENT

97-39912.

3. SITE DATUM :

- VERTICAL - NAVD83

- HORIZONTAL - NAD 83 ILLINOIS STATE PLANE WEST ZONE

- ESTABLISHED FROM GPS OBSERVATIONS

4. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM

AVAILABLE SURVEYS AND RECORDS AND, THEREFORE, THEIR LOCATIONS MUST BE

CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS THE EXISTENCE OF

WHICH IS AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF

UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN,M WILL BE THE RESPONSIBILITY

OF THE CONSTRUCTION CONTRACTOR.

5. IRRIGATION LINES AND FACILITIES ARE SHOWN BASED ON "CAMP BUTLER NATIONAL

CEMETERY IRRIGATE ENTIRE CEMETERY" AS-BUILT DRAWINGS, PROJECT NUMBER

806CM3024 DATED OCTOBER 30, 2015 AND ARE APPROXIMATE.

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GRATED INLET TOP=569.64 INV=566.62

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GRATED INLET TOP=565.18 INV NE=562.38 INV NW=562.42

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GRATED INLET TOP=569.79 INV NE=566.09 INV SE=564.33 INV W=564.37

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GRATED INLET TOP=561.84 INV=559.14

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GRATED INLET TOP=561.84 INV NW=557.99 INV SW=557.72 INV SE=557.58

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12" PVC

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HONEYCOMB INLET TOP=555.75 INV NW=549.73 INV NE=549.73

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GRATED INLET TOP=576.71 INV=573.91

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GRATED INLET TOP=576.75 INV N=573.47 INV S=573.51

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40" RCP FL=548.11

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40" RCP FL=549.09

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GRATED INLET TOP=557.54 DROPS INTO 40" RCP

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GRATED INLET TOP=557.48 DROPS INTO 40" RCP

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GRATED INLET TOP=563.15 INV N=561.34 INV S=560.70

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LIMITS OF EXISTING HEADSTONES

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LIM

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LIM

BENCHMARK #5

REBAR W/CAP

ELEV=567.98

BENCHMARK #4

REBAR W/CAP

ELEV=578.34

W W

OLD RIVER RD.

FIRST DR. S

MALL DR.

E MALL DR.

OLD RIVER RD.

SECOND DR. S

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

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LINE PER RECORD DRAWINGS (TYP.)

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STRUCTURE PER RECORD DRAWINGS (TYP.)

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

VL102

EXISTING CONDITIONS AND

BORING PLAN

EXISTING CONDITIONS AND

BORING PLAN

KEY MAP

(NOT TO SCALE)

1 2

3 4

SOIL BORING LEGEND:SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

SANGAMON COUNTY, ILLINOIS

806CM3029

JUNE 28, 2023 RPP RJP Dwg. of

NCA DESIGN

AND

CONSTRUCTION

SERVICE

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

CAMP BUTLER NATIONAL CEMETERY

REPAIR ROADS, PARKING LOTS, CURB & GUTTER;

CORRECT IT DEFICIENCIES

Above Group, Inc.

(321) 345-9026

Fil e P ath : G

:\P

\33

-1

1 C

N C

1.D

W G

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

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

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERAL

SERV I CE S

MATCHLINE

SEE SHEET VL104

EXISTING CONDITIONS AND BORING PLAN

NOTES:

1. SITE SURVEY PREPARED BY RSM GEOSPATIAL, INC. DATED MARCH 27, 2023.

2. THIS SURVEY IS BASED ON DEED RECORDS IN BOOK 378 PAGE 68 AND DOCUMENT

97-39912.

3. SITE DATUM :

- VERTICAL - NAVD83

- HORIZONTAL - NAD 83 ILLINOIS STATE PLANE WEST ZONE

- ESTABLISHED FROM GPS OBSERVATIONS

4. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM

AVAILABLE SURVEYS AND RECORDS AND, THEREFORE, THEIR LOCATIONS MUST BE

CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS THE EXISTENCE OF

WHICH IS AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF

UNDERGROUND UTILITIES, SHOWN OR NOT SHOWN,M WILL BE THE RESPONSIBILITY

OF THE CONSTRUCTION CONTRACTOR.

5. IRRIGATION LINES AND FACILITIES ARE SHOWN BASED ON "CAMP BUTLER NATIONAL

CEMETERY IRRIGATE ENTIRE CEMETERY" AS-BUILT DRAWINGS, PROJECT NUMBER

806CM3024 DATED OCTOBER 30, 2015 AND ARE APPROXIMATE.

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GRATED INLET TOP=549.41 INV=546.76

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MANHOLE TOP=548.82 INV N=543.86 INV S=543.86 INV W=543.86

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LIM

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LIM

BENCHMARK #9

BENCHMARK #8

REBAR W/CAP

ELEV=569.09

W W

MALL DR.

MAINTENANCE

ACCESS ROAD

APPROXIMATE LOCATION OF IRRIGATION

LINE PER RECORD DRAWINGS (TYP.)

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STRUCTURE PER RECORD DRAWINGS (TYP.)

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LINE PER RECORD DRAWINGS (TYP.)

I…

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File details come from the government source that posted it. Updated Aug 24, 2023.