Attachment 3_806CM3028_CBNC_Bid Set_Plans_Part1.pdf

GRAVESITE YIELD SUMMARY

COLUMBARIUM

NICHES

TOTAL NUMBER

OF GRAVESITES

IN-GROUND CREMAIN

SITES (4'x4')

- 1,5001,000

CREMAIN PLOTS

MEMORIAL MARKERS

MEMORIAL SITES

PRE-PLACED

DOUBLE-DEPTH

CRYPTS

CASKET PLOTS

PRE-PLACED

OVERSIZED

CRYPTS

PRIVATE VAULTS /

OVERSIZE PLOTS

- 2,650

5063 CAMP BUTLER ROAD, SPRINGFIELD, SANGAMON COUNTY, ILLINOIS

GRAVESITE EXPANSION

PROJECT NUMBER: 806CM3028

BID DOCUMENTS

LOCATION MAP

1" = 1,000'

VICINITY MAP

N.T.S.

CONSULTANTS

DRAWING INDEX

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

3. VL100 EXISTING CONDITIONS PLAN

4. BI100 BORING LOCATION PLAN

5. BI101 BORING LOGS

6. GC101 EROSION & SEDIMENT CONTROL PLAN

7. GC501 EROSION & SEDIMENT CONTROL DETAILS

8. CD100 SITE DEMOLITION PLAN

9. CS101 SITE AND UTILITY PLAN AREA 1

10. CS102 SITE AND UTILITY PLAN AREA 2

11. CS110 BURIAL SECTION 5 NUMBERING PLAN

12. CG101 GRADING AND DRAINAGE PLAN 1

13. CG102 GRADING AND DRAINAGE PLAN 2

14. CG110 BURIAL SECTION 5 GRADING ENLARGEMENT

15. CT201 ROAD CENTERLINE PROFILE

16. CT202 ENTRANCE ENLARGEMENT PROFILES

17. CU260 STORM PROFILES

18. CU261 STORM COMPUTATIONS

19. CJ101 STORMWATER MANAGEMENT PLAN

20. CJ500 STORMWATER MANAGEMENT NARRATIVE & DETAILS

21. DT500 SITE DETAILS

22. DT501 SITE DETAILS

23. DT502 SITE DETAILS

24. DT503 SITE DETAILS

25. DT504 SITE DETAILS

26. DT505 SITE DETAILS

27. CI100 SITE SIGNAGE PLAN

28. CI101 SIGNAGE DETAILS

29. CI102 SIGNAGE DETAILS

30. CS401 COLUMBARIUM AND MEMORIAL WALL LAYOUT ENLARGEMENT

31. CS402 ENTRY GATE LAYOUT ENLARGEMENT

32. CG401 COLUMBARIUM AND MEMORIAL WALL GRADING ENLARGEMENT

33. CG402 COLUMBARIUM AND MEMORIAL WALL DRAINAGE ENLARGEMENT

34. CG403 ENTRY GATE GRADING ENGLARGMENT

35. CI500 SITE & FURNISHINGS DETAILS-1

36. CI501 SITE & FURNISHINGS DETAILS-2

37. CI502 SITE & FURNISHINGS DETAILS-3

38. CI503 SITE & FURNISHINGS DETAILS-4

39. CI504 SITE & FURNISHINGS DETAILS-5

40. CI700 COLUMBARIUM ELEVATIONS

41. CI701 COLUMBARIUM DETAILS-1

42. CI702 COLUMBARIUM DETAILS-2

43. CI703 COLUMBARIUM DETAILS-3

44. CI704 COLUMBARIUM DETAILS-4

45. CI705 COLUMBARIUM DETAILS-5

46. CI706 COLUMBARIUM DETAILS-6

47. CI720 MEMORIAL WALL ELEVATIONS

48. CI721 MEMORIAL WALL DETAILS-1

49. CI722 MEMORIAL WALL DETAILS-2

50. CI723 MEMORIAL WALL DETAILS-3

51. CI724 MEMORIAL WALL DETAILS-4

52. CI725 MEMORIAL WALL DETAILS-5

53. CI740 ENTRY GATE AND FENCE COLUMN ELEVATIONS

54. CI741 ENTRY GATE AND FENCE DETAILS-1

55. CI742 ENTRY GATE AND FENCE DETAILS-2

56. CI743 ENTRY GATE AND FENCE DETAILS-3

57. CI744 ENTRY GATE AND FENCE DETAILS-4

58. CI745 ENTRY GATE AND FENCE DETAILS-5

LANDSCAPE

59. LP100 LANDSCAPE, SITE FURNISHINGS AND PERIMETER FENCE PLAN-1

60. LP101 LANDSCAPE, SITE FURNISHINGS AND PERIMETER FENCE PLAN-2

61. LP500 LANDSCAPE DETAILS AND SCHEDULE

IRRIGATION

62. LI100 IRRIGATION NOTES AND LEGEND

63. LI101 IRRIGATION PLAN 1

64. LI102 IRRIGATION PLAN 2

65. LI501 IRRIGATION DETAILS 1

66. LI502 IRRIGATION DETAILS 2

67. LI503 IRRIGATION DETAILS 3

STRUCTURAL

68. S-001 STRUCTURAL GENERAL NOTES AND INDEX

69. S-002 COLUMBARIUM FOUNDATION PLAN AND DETAILS

70. S-003 MEMORIAL WALL FOUNDATION PLAN AND DETAILS

71. S-004 ENTRY GATE & FENCE COLUMN FOUNDATION PLAN AND DETAILS

NO. DRAWING DRAWING TITLE

Know what's

R

NORTH

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath : G

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

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

PREPARED BY

Gordon 148 S. Queen St, 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

GI001

COVER SHEET

U.S. DEPARTMENT

OF VETERANS AFFAIRS

MICHIGAN

INDIANA

KENTUCKY

MISSOURI

IOWA

NORTH

*THE LIMITS OF THE PHASE 1 NET BURIAL AREA IS 1.6+/- ACRES.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath

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.8.

6\V

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

GI002

GENERAL NOTES, SYMBOLS &

ABBREVIATIONS

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'CAMP BUTLER NATIONAL CEMETERY GRAVESITE EXPANSION' INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION OF A 1,500 NICHE

COLUMBARIUM PLAZA, 150 MARKER MEMORIAL WALL, AND 1,000 IN-GROUND CREMAINS BURIAL SECTION. OTHER IMPROVEMENTS INCLUDE ASPHALT PAVEMENT, CONCRETE CURB & GUTTER, CONCRETE WALKS, STORM DRAIN INFRASTRUCTURE, SITE FURNISHINGS, LANDSCAPING, AND IRRIGATION. THE PROJECT IS LOCATED IN SPRINGFIELD, SANGAMON COUNTY, ILLINOIS. PROPOSED LAND DISTURBANCE IS 9.14 ACRES.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION PROVIDED BY THE U.S. DEPARTMENT OF VETERANS AFFAIRS AND WAS COMPILED FROM AN ALTA/NSPS LAND TITLE SURVEY OF CAMP BUTLER RD, SPRINGFIELD, IL 62707 PREPARED BY RSM GEOSPATIAL, INC., DATED 01-03-2022 AND FIELD WORK COMPLETED ON 12-29-2021. BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 17 WITH AN ASSUMED BEARING OF N89°54'59"W. THE SURVEYOR DID NOT ABSTRACT PROPERTY. SURVEY IS BASED ON LEGAL DESCRIPTIONS SUPPLIED BY TITLE COMPANY. EASEMENTS, BUILDING LINES, ETC., SHOWN IN THE EXISTING SURVEY ARE AS IDENTIFIED BY FILE NO. 20181324 OF FIDELITY NATIONAL TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF OCTOBER 1, 2018.

ELEVATIONS WERE OBTAINED FROM GPS OBSERVATION USING ILLINOIS WEST ZONE (1202) AND POST PROCESSED USING OPUS (NAD83 - HORIZONTAL) (NAVD88 - VERTICAL). UTILITIES SHOWN ARE FROM ABOVE GROUND EVIDENCE COMBINES WITH MARKINGS ON THE GROUND, IF PRESENT AT THE TIME OF THE SURVEY, OR BY DRAWINGS PROVIDED BY UTILITY COMPANIES. THERE IS NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. CONTRACTOR SHALL FIELD VERIFY ALL

EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 17167C0260F DATED AUGUST 2, 2007. 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.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENTRANCE PERMIT FROM ILLINOIS DEPARTMENT OF TRANSPORTATION (IDOT), DISTRICT 6. CONTRACTOR SHALL

PROVIDE HIGHWAY PERMIT BOND AS REQUIRED BY IDOT TO GUARANTEE WORK.

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 ILLINOIS DEPARTMENT OF TRANSPORTATION CONSTRUCTION STANDARDS AND SPECIFICATIONS, WHERE APPLICABLE.

3. THE CONTRACTOR SHALL CONTACT ILLINOIS ONE CALL SYSTEM, INC. AT 1-800-892-0123 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 BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED BY LANDCO, L.P., DATED 10-24-18 AND FIELD WORK COMPLETED ON 10-7-2018, AS PROVIDED BY THE U.S. DEPARTMENT OF VETERANS AFFAIRS. 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.

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 REPRESENTATIVE 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 REPRESENTATIVES 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 REPRESENTATIVE 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 DAMAGE TO THE EXISTING CEMETERY GROUNDS DUE TO CONSTRUCTION ACTIVITY.

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

TO

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

C3

CO

45 0

GS 45 0

TC 45 0

INV

EX.

EX.

X

CO

MB

MON

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

F

PRE-PLACED CRYPTS

INTERIOR CRYPT (TYP.)

PERIMETER CRYPT (TYP.)

LIMITS OF GRADING

LIMITS OF CLEARING

XX

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 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

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

WW

WWWWWWWWW

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W 1367.26'(R)(M)

BR

AS

S

DI

SK

SE

C

OR

-1

6-

PO

IN

T

OF

C

OM

ME

NC

EM

EN

T

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

452.11'

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D

(W

ID

TH

VA

RI

ES

N

°5 9'3

1" E

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

5/ 8"

IR

ON

PI

PE

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

5/8" IRON PIPE

5/8" IRON PIPE

5/8" IRON PIPE

(POINT ON LINE)

5/8" IRON PIPE

5/8" IRON PIPE

TELE. ESMT.

DOC. 1980R851359

EDGE OF PAVEMENT

POINT OF BEGINNING

18" CMP

C.L.F.

GATEWOOD FENCE

GATE

WOOD FENCE

GATE

TREE LINE

CL R.O.W. ESMT.

DOC. 140214

FIBER

MARKER

20'w TELE. ESMT.

DOC. 1993R40138

ESMT. FOR ELEC.

TRANSMISSION

DOC. 184476

POWER POLE

(TYP.)

WATER METER

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

2.1

.8.

6\V

OL

1\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\V

L-1

.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

EXISTING CONDITIONS PLAN

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

NKEY MAP

(NOT TO SCALE)

VL100

SITE NOTES:

1. COORDINATE INFORMATION SHOWN IS BASED ON THE HORIZONTAL DATUM ILLINOIS

WEST ZONE NAD83 AND VERTICAL DATUM NAVD88.

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

INFORMATION PROVIDED BY THE U.S. DEPARTMENT OF VETERANS AFFAIRS AND

WAS COMPILED FROM AN ALTA/NSPS LAND TITLE SURVEY PREPARED BY

LANDCO, L.P., DATED 10-24-18 AND FIELD WORK COMPLETED ON 10-7-2018.

BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHEAST QUARTER OF

SECTION 17 WITH AN ASSUMED BEARING OF N89°54'59"W. THE SURVEYOR DID

NOT ABSTRACT PROPERTY. SURVEY IS BASED ON LEGAL DESCRIPTIONS

SUPPLIED BY TITLE COMPANY. EASEMENTS, BUILDING LINES, ETC., SHOWN IN THE

EXISTING SURVEY ARE AS IDENTIFIED BY FILE NO. 20181324 OF FIDELITY

NATIONAL TITLE INSURANCE COMPANY, WITH AN EFFECTIVE DATE OF OCTOBER 1,

2018. UTILITIES SHOWN ARE FROM ABOVE GROUND EVIDENCE COMBINES WITH

MARKINGS ON THE GROUND, IF PRESENT AT THE TIME OF THE SURVEY, OR BY

DRAWINGS PROVIDED BY UTILITY COMPANIES. THERE IS NO GUARANTEE THAT

THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN

SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT

THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND

VERTICALLY.

3. UTILITIES SHOWN ARE FROM ABOVE GROUND EVIDENCE COMBINED WITH

MARKINGS ON THE GROUND, IF PRESENT AT THE TIME OF THE SURVEY, OR BY

DRAWINGS PROVIDED BY UTILITY COMPANIES. THERE IS NO GUARANTEE THAT

THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN

SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT

THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND

VERTICALLY.

GRAPHIC LEGEND:

PROPERTY LINE

SURVEY MONUMENT

ARCHAEOLOGICALLY

SENSITIVE AREA

XXXXXX

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W 1367.26'(R)(M)

BR

AS

S

DI

SK

SE

CO

R

-16

-4

PO

IN

T

OF

CO

MM

EN

CE

ME

NT

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

452.11'

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D

(W

ID

TH

VA

RI

ES

N

°5 9'3

1" E

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

5/8 "I

RO

N

PI

PE

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

5/8" IRON PIPE

5/8" IRON PIPE

5/8" IRON PIPE

(POINT ON LINE)

5/8" IRON PIPE

5/8" IRON PIPE

TELE. ESMT.

DOC. 1980R851359

EDGE OF PAVEMENT

POINT OF BEGINNING

18" CMP

C.L.F.

GATEWOOD FENCE

GATE

WOOD FENCE

GATE

TREE LINE

CL R.O.W. ESMT.

DOC. 140214

FIBER

MARKER

20'w TELE. ESMT.

DOC. 1993R40138

ESMT. FOR ELEC.

TRANSMISSION

DOC. 184476

POWER POLE

(TYP.)

WATER METER

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

NEW GRAVEL ROAD

x

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil eP ath :G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\B I-1

.D

W G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

BORING LOCATION PLAN

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

NKEY MAP

(NOT TO SCALE)

SOIL BORING LOCATION / REFERENCE #

SUBSURFACE LEGEND:

NOTES:

1. REFER TO "GEOTECHNICAL ENGINEERING REPORT - PROPOSED GRAVESITE

EXPANSION - CAMP BUTLER NATIONAL CEMETERY" BY ECS MIDWEST, LLC, DATED

MARCH 29, 2022, FOR BORING LOG INFORMATION AND RECOMMENDATIONS.

SOIL PROFILE BOUNDARY

SOIL PROFILE SYMBOL

SOIL DESCRIPTIONS

17A KEOMAH SILT LOAM, 0 TO 2 PERCENT SLOPES - HSG C/D

119C2 ELCO SILT LOAM, 5 TO 10 % SLOPES, ERODED - HSG C

257A CLARKSDALE SILT LOAM, 0 TO 2 % SLOPES - HSG C/D

279B ROZETTA SILT LOAM, 2 TO 5 % SLOPES - HSG B

BI100

BI101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fi le

Pa th:

G :\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\B

I-1

.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

BORING LOGS

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

NEW GRAVEL ROAD

x

ST

ST

WW

WWWWWWWWW

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

C

N

°5 4'5

9" W

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W 1367.26'(R)(M)

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

452.11'

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D

(W

ID

TH

VA

RI

ES

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

5/8" IRON PIPE

5/8" IRON PIPE

5/8" IRON PIPE

(POINT ON LINE)

5/8" IRON PIPE

5/8" IRON PIPE

TELE. ESMT.

DOC. 1980R851359

EDGE OF PAVEMENT

POINT OF BEGINNING

18" CMP

C.L.F.

GATEWOOD FENCE

GATE

WOOD FENCE

GATE

TREE LINE

CL R.O.W. ESMT.

DOC. 140214

FIBER

MARKER

20'w TELE. ESMT.

DOC. 1993R40138

ESMT. FOR ELEC.

TRANSMISSION

DOC. 184476

POWER POLE

(TYP.)

WATER METER

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

ST

2.4%

2.4%

BO

TT

OM

O

F

TR

AP

=5

.00

#1

6.0' STONE

WEIR OUTLET57

SF

SFSFSFSFSFSFSFSFSFSFSFSF

SF

SF

SF

SF

SF SF SF SF SF SF

SF SF SF SF SF SF SF SF SF SF

LS

CONSTRUCTION

STAGING AREA

SILT FENCESF

CONSTRUCTION ENTRANCE

LIMITS OF DISTURBANCE

CONCRETE WASHOUT

LEGEND:

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. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NPDES PERMIT.

CONTRACTOR SHALL COORDINATE E&S CONTROLS WITH ILLINOIS

ENVIRONMENTAL PROTECTION AGENCY SWPPP REQUIREMENTS.

CWS

CULVERT INLET PROTECTION

OUTLET PROTECTION

TEMPORARY DIVERSION DIKE

INLET PROTECTION

CD ROCK CHECK DAM

LEVEL SPREADERLS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

\1

.16 8.8

.12 6\V

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1.D W

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

EROSION & SEDIMENT CONTROL

PLAN

GC101

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

NKEY MAP

(NOT TO SCALE)

TREE CLEARING NOTE:

NOT TO SCALE

TEMPORARY DIVERSION DIKE1 NOT TO SCALE

INLET PROTECTION - LOG TYPE2 NOT TO SCALE

INLET PROTECTIO - DROP-IN PROTECTION3

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

\1

.16 8.8

.12 6\V

OL

1\P

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IN

\33

\06

\P

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1.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

GC501

EROSION & SEDIMENT CONTROL

DETAILS

NOT TO SCALE

CONSTRUCTION ENTRANCE1 NOT TO SCALE

CONCRETE WASHOUT2 NOT TO SCALE

STANDARD SILT FENCE3 NOT TO SCALE

CONSTRUCTION ROAD STABILIZATION4

NOT TO SCALE

ROCK CHECK DAM5 NOT TO SCALE

SILT TRAP - ROCK OUTLET PROTECTION6 NOT TO SCALE

CULVERT INLET PROTECTION7

6"

1.5'

15'

578.00 1.5'

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OHE

OHE

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W 1367.26'(R)(M)

BR

AS

S

DI

SK

SE

C

OR

7-

-4

PO

IN

T

OF

C

OM

ME

NC

EM

EN

T

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

452.11'

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D

(W

ID

TH

VA

RI

ES

N

°5 9'3

1" E

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

5/8 " I

RO

N

PI

PE

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXX

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX XXX

XX

X

XXX

XXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

5/8" IRON PIPE

5/8" IRON PIPE

5/8" IRON PIPE

(POINT ON LINE)

5/8" IRON PIPE

5/8" IRON PIPE

TELE. ESMT.

DOC. 1980R851359

EDGE OF PAVEMENT

POINT OF BEGINNING

18" CMP

C.L.F.

GATEWOOD FENCE

GATE

WOOD FENCE

GATE

TREE LINE

CL R.O.W. ESMT.

DOC. 140214

FIBER

MARKER

20'w TELE. ESMT.

DOC. 1993R40138

ESMT. FOR ELEC.

TRANSMISSION

DOC. 184476

POWER POLE

(TYP.)

WATER METER

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

ARCHAEOLOGICALLY

SENSITIVE AREA

(TYP.)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\C D-

0.D

W G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE DEMOLITION PLAN

NORTH

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

CD100

CLEAR EXISTING TREES AND VEGETATION

SAW CUT EX. ASPHALT PAVEMENT

DEMOLITION LEGEND:

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

SAWCUT EXISTING ASPHALT PAVEMENT TO PROVIDE

CLEAN EDGE

CLEAR EXISTING TREES AND VEGETATION

SITE DEMOLITION NOTES:

NKEY MAP

(NOT TO SCALE)

SAW CUT EX. ASPHALT PAVEMENT

WWW

WWWWWWWWWWW

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

EOHE

OHE

OHE

OHE

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

S 00°00'41" W

1367.26'(R)(M)

BR

A

SE

C

OR

PO

IN

T

OF

C

OM

ME

N

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXXXXXXXX

XX

X

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXX

X

XXX XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXX

XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXX

XX

X

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXX

X

XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXXXXX

XXX XXX XXX

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

9' 9'

33'R

33'R12

6'

6'

388'R

412'R

26'R

'R

138'R

182'R

'R

'R

262'R

238'R

194'R

206'R

406'R

394'R

NEW ROAD 'A'

NEW GRAVEL ROAD

xx

ST

ST

ST ST

ST

ST

4'R

9'

5'R

5'R

5'R

5'R

5'R 5'R

5'R

SECTION 5

1,000 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

48'

90°'

4' AISLE

(TYP.)

WWW

WWWWWWWWWWW

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

EOHE

OHE

OHE

OHE

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

S 00°00'41" W

1367.26'(R)(M)

BR

A

SE

C

OR

PO

IN

T

OF

C

OM

ME

N

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXXXXXXXX

XX

X

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXX

X

XXX XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXX

XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

"R

CP

CL

IV

"R

CP

CL

IV

12" RCP CL III

12" RCP CL III

12" RCP CL III

12" RCP

CL IV

"R

CP

CL

IV

ST

ST

ST

" R

CP

CL

II I

INV: 577.80

INV: 577.10

INV:578.14

INV: 575.80

18" RCP CL IV 18" RCP CL IV

15" RCP CL IV

15" RCP CL IV

6" HDPE

6" HDPE

10+00

11+0012+0013+00 14+00

10+0011+00

12+00

13+00

14+00

15+00

16+00 17+00

+9

N00°57'28"W 79.58'

N21°29'17"E 55.28'

L=156.70' R=400.00'

Δ=22°26'45"

L=197.05' R=250.00' Δ=45°09'42"

L=65.65' R=30.00'

Δ=125°22'38"

L=244.15' R=160.00' Δ=87°25'42"

N: 1153154.38 E: 2466363.57

INTX.

N: 1153403.16 E: 2466402.49

PI

STA.=10+64.77

OFF=12.000' RT

PC

STA.=12+41.50

OFF=-12.000' LT

PCC

STA.=13+16.29

OFF=-12.000' LT

PC: 10+79.58

N: 1153218.85 E: 2466362.49

PC: 12+91.56

N: 1153423.49 E: 2466410.49

PT: 12+36.28

N: 1153372.05 E: 2466390.24

PCC: 14+88.62

N: 1153615.45 E: 2466406.83

PCC: 15+54.26

N: 1153618.83 E: 2466353.63

PI

STA.=10+55.98

OFF=9.000' RT

PI

STA.=10+55.98

OFF=-9.000' LT

PI

STA.=10+64.77

OFF=-12.000' LT

PI

STA.=17+61.02

OFF=22.000' RT

PI

STA.=15+47.47

OFF=22.000' RT

PI

STA.=15+91.67

OFF=-22.000' LT

PCC

STA.=17+49.04

OFF=-12.000' LT

PCC

STA.=14+88.62

OFF=-12.000' LT

PCC

STA.=15+54.26

OFF=-12.000' LT

PI

STA.=17+11.63

OFF=-22.000' LT

SM1A

SM1B

90°

M1G

M1F

BM1

PC: 13+50.61

N: 1153986.90 E: 2466352.44

PT: 11+28.18

N: 1153764.47 E: 2466352.44

PRC: 10+10.70

N: 1153653.62 E: 2466385.96

M1A

M1B

M1C M1E M1H M1K

M1LM1IM1D

M1J

M1M

1153198.35 2466381.22

MARKER

SEC. MARKER LAYOUT CHART

NORTHING EASTING

1153386.20 2466415.56SM2B

SM1A

1153388.34 2466489.76

MONUMENT

MONUMENT LAYOUT CHART

NORTHING EASTING

1153387.40 2466437.77M1B M1A

BASELINE

BEARING [DEFINED BY]

S88° 58' 12.28"W [M1F TO M1G]BM1

1153340.34 2466490.51

1153339.41 2466438.52

M1C

1153292.35 2466491.38

M1D

1153291.42 2466439.38

M1E

1153290.48 2466387.39

M1F

1153244.36 2466492.24

M1G

1153243.43 2466440.25

M1H

1153242.49 2466388.26

M1I

1153196.37 2466493.10

M1J

1153195.43 2466441.11

M1K

1153194.50 2466389.12

M1L

M1M

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

\1

.16 8.8

.12 6\V

OL

1\P

RO

JE

CT

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BU

\E

NG

IN

\33

\06

\P

LA

NS

\C

S-

1.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE AND UTILITY PLAN AREA 1

CS101

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

CONCRETE MOUNTABLE CURB (TYP.)

KEY NOTE LEGEND:

RIBBON CURB FLUSH WITH SIDEWALK

KEY NO. DESCRIPTION DETAIL/PG

GRAVEL SERVICE DRIVE

GRAPHIC LEGEND:

LIMITS OF DISTURBANCE

NEW INLET STRUCTURE

NEW STORM SEWER

ASPHALT PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

COLUMBARIUM (TYP.)

MEMORIAL WALL

ORNAMENTAL FENCE

x x x x x x CHAIN-LINK FENCE

ORNAMENTAL FENCE

SIDEWALK JOINTS

DT500

CHAIN LINK FENCE

11 FLOWER WATERING STATIONS (TYP.)

CURB TRANSITIONS

MOUNTABLE

CURB

TAPER

RIBBON

CURB

12 FENCE COLUMN (TYP.)

NKEY MAP

(NOT TO SCALE)

S H

EE

T

C S1

M

AT

C

H

LI

N E

13 TYPE A GUTTER ENTRANCE

14 SWING GATE

15 NOSE DOWN CURB

CI101

DT500

DT500

CI500

DT500

CI700

CI721

CI745

CI745

CI501/2

CI741

DT504

DT501

DT500

ENTRY GATE 1

CI74017

TYPE A GUTTER OUTLET 1

DT50418

FORMED FLOWLINE IN CONCRETE PAVEMENT 1

DT504

REVERSE CURB & GUTTER 3

DT500

MOUNTABLE

CURB

TRANSITION

TYPE A GUTTER

MOUNTABLE

CURB

TRANSITION

REVERSE CURB

CURB TAPER

CURB INLET 3

DT50120

MANHOLE (TYP.) 2

DT50121

END SECTION 1

DT50222

FLARED END SECTION 2

DT50423

DT500

DT500

CONCRETE ENTRANCE 7

DT500

DT500

WWWWW

W

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W

452.11'

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D (W

ID

TH

VA

RI

ES

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

194'R

206'R

SWM FACILITY # 1

TOP OF FACILITY = 578.00'

BOTTOM OF FACILITY = 575.50

5'

94'R

106'R

WWWWW

W

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W

452.11'

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D (W

ID

TH

VA

RI

ES

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

12" RCP CL IV

15+00

16+0017+00

+0

+0

+5

PC: 15+76.83

N: 1154205.17 E: 2466298.96

PT: 14+88.95

N: 1154122.49 E: 2466328.75

PT: 17+97.21

N: 1154394.80 E: 2466357.91

PCC: 17+01.61

N: 1154327.87 E: 2466294.80

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

\1

.16 8.8

.12 6\V

OL

1\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\C

S-

1.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

SITE AND UTILITY PLAN AREA 2

CS102

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NKEY MAP

(NOT TO SCALE)

M

AT

C H

LI

N

E S

H

EE

T C

S1

NORTH

GRAVESITE GRID MONUMENT (TYP.)

BURIAL SECTION MARKER (TYP.)

CONCRETE MOUNTABLE CURB (TYP.)

KEY NOTE LEGEND:

RIBBON CURB FLUSH WITH SIDEWALK

KEY NO. DESCRIPTION DETAIL/PG

GRAVEL SERVICE DRIVE

GRAPHIC LEGEND:

LIMITS OF DISTURBANCE

NEW INLET STRUCTURE

NEW STORM SEWER

ASPHALT PAVEMENT

GRAVEL PAVEMENT

HEADSTONE FACE DIRECTION

COLUMBARIUM (TYP.)

MEMORIAL WALL

ORNAMENTAL FENCE

CHAIN-LINK FENCE

ORNAMENTAL FENCE

SIDEWALK JOINTS

DT500

CHAIN LINK FENCE

11 FLOWER WATERING STATIONS (TYP.)

CURB TRANSITIONS

MOUNTABLE

CURB

TAPER

RIBBON

CURB

12 FENCE COLUMN (TYP.)

13 TYPE A GUTTER ENTRANCE

14 SWING GATE

15 NOSE DOWN CURB

CI101

DT500

DT500

CI500

DT500

CI700

CI701

CI702

CI712

CI501/2

CI702

DT504

DT501

DT500

ENTRY GATE 1

CI70217

TYPE A GUTTER OUTLET 1

DT50418

FORMED FLOWLINE IN CONCRETE PAVEMENT 1

DT504

REVERSE CURB & GUTTER 3

DT500

MOUNTABLE

CURB

TRANSITION

TYPE A GUTTER

MOUNTABLE

CURB

TRANSITION

REVERSE CURB

CURB TAPER

CURB INLET 3

DT50120

MANHOLE 2

DT50121

END SECTION 1

DT50222

FLARED END SECTION 2

DT50423

DT500

DT500

DT500

NEW ROAD 'A'

SECTION 5

1,000 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

1 2 3 4 5 6 7 20 21 22 23 24 25 26

44 45 46 47 48 49 50 73 74 75 76 77 78 79

105 106 107 108 109 110 111 140 141 142 143 144 145 146 177 178 179 180 181 182 183 217 218 219 220 221 222 223 259 260 261 262 263 264 265 302 303 304 305 306 307 308 346 347 348 349 350 351 352 390 391 392 393 394 395 396 434 435 436 437 438 439 440 478 479 480 481 482 483 484 522 523 524 525 526 527 528 566 567 568 569 570 571 572 610 611 612 613 614 615 616 654 655 656 657 658 659 660 698 699 700 701 702 703 704 742 743 744 745 746 747 748 786 787 788 789 790 791 792 830 831 832 833 834 835 836 873 874 875 876 877 878 879

915 916 917 918 919 920 921 956 957 958 959 960 961 962

994 995 996 997 998 999 1000

18 19 41 42 69 70

101 102 136 137

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

BURIAL SECTION 5 NUMBERING

PLAN

CS110

NORTH

GRAPHICAL SCALE: 1"=10'

10 5 0 10 20 30

GRAPHIC LEGEND:

WWW

WWWWWWWWWWW

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

EOHE

OHE

OHE

OHE

C

N

°5 4'5

9" W

2.2

7'( R)

(M

N

°5 4'5

9" W

7.5

9'( R)

(M

N 00°00'41" E 1262.04'(R)(M)

S 00°00'41" W

1367.26'(R)(M)

BR

A

SE

C

OR

PO

IN

T

OF

C

OM

ME

N

CA

MP

BU

TL

ER

(7

0'w )R

OA

D

SQUIRES

15-17.0-400-038

2007R40468

DAVIS

15-17.0-400-010

2002R75558

5.5

7'( M)

N

°5 9'3

1" E

7.5

9'( M)

(A

SP

HA

LT

)(P

UB

LIC

)(2

9'±

PA

VE

ME

NT

W

ID

TH

XXXXXXXXXXXXXXX

XX

X

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXX

X

XXX XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXX

XXX XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXX

XX

X

XX

X

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXX

X

XXX XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXX

XXXXXXXXXXXXXXXXXX

XXX XXX XXX

xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

NEW ROAD 'A'

NEW GRAVEL ROAD

xx

ST

ST

ST ST

ST

ST

SECTION 5

1,000 IN-GROUND CREMAIN

SITES (WITHIN 4'x4' PLOTS)

577578

578 98579 16

580 37

TC

579 82

579 37

580 15580 24

58119

581 43

581 02

58126

574 45

579 20

581 61

HP

579 90

LP

581 33

HP

570 69

FL

580 14

TC

579 99

TC580 06

TC

580 00

TC

580 60

TC

580 24

TC

580 40

TC

580 59

TC

580 33

TC

579 83

TC

580 33

TC

579 62

TC

579 60

TC

579 63

TC

579 00

TC

578 66

TC

574 72

TC

574 72

TC

574 59

TC

574 59

TC

57110

FL

573 27

570 64

FL

580 97

580 97

579 00

FL

579 24

FL

2.4%

2.4%

574 28

573 15

FL

574 08

FL

574 09

573 94

ST

ST

ST

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

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.16 8.8

.12 6\V

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NG

IN

\33

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NS

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1.D W

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DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

GRADING AND DRAINAGE PLAN 1

CG101

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

RIBBON CURB

MOUNTABLE CURB & GUTTER

PROPOSED LIMITS OF DISTURBANCE (TYP.)

GRAPHIC LEGEND:

LIMITS OF DISTURBANCE

NEW STORM SEWER

SPOT ELEVATION

NEW STORM STRUCTURE

DRAINAGE FLOW ARROW

TC TOP OF CURB

GS GROUND ELEVATION

HP HIGH POINT

NORTH

GRAPHICAL SCALE: 1"=30'

30 15 0 30 60 90

NKEY MAP

(NOT TO SCALE)

S H

EE

T

C G

M

AT

C H

LI

N

E

CURB TRANSITION

MOUNTABLE

CURB

TAPER

RIBBON

CURB

GRADING & DRAINAGE NOTES:

4 MATCH EXISTING EDGE OF PAVEMENT

WWWWW

W

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

N

°4 4'4

3" E

4.4

4'( R)

(M

S 00°00'41" W

452.11'

NO

RF

OL

K

SO

UT

HE

RN

RA

ILR

OA

D (W

ID

TH

VA

RI

ES

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X

XX

X XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX XXX

SWM FACILITY # 1

TOP OF FACILITY = 578.00'

BOTTOM OF FACILITY = 575.50

580 26

580 50

579 24

579 48 580 01

580 25

579 59 579 35

5 76 5 77

57757

570 00

FL

575 50

FL

5-YR WSE = 576.08

5 7 3 5 7 4

KEY NOTE LEGEND:

KEY NO. DESCRIPTION

GRADE TO PROVIDE POSITIVE DRAINAGE TO EAST

PROPOSED LIMITS OF DISTURBANCE (TYP.)

GRADING & DRAINAGE NOTES:

GRAPHIC LEGEND:

LIMITS OF DISTURBANCE

NEW STORM SEWER

SPOT ELEVATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SPRINGFIELD, ILLINOIS

Dwg. of 71

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

CAMP BUTLER NATIONAL CEMETERY

GRAVESITE EXPANSION

806CM3028

Fil e P ath

\1

.16 8.8

.12 6\V

OL

1\P

RO

JE

CT

\S

BU

\E

NG

IN

\33

\06

\P

LA

NS

\C

G-

1.D W

G

DCW ATNJULY 25, 2022

BID DOCUMENTS

BID DOCUMENTS SUBMISSION

GRADING AND DRAINAGE PLAN 2

CG102

NORTH

GRA…