Bid Plans _ Roads Repair - 909CM3029.pdf

PDF 18 MB Posted Dec 29, 2023

Attached to: Z2QA--909CM3028-29: Bldg Expansion and Road Repairs, Ft Custer
Solicitation number: 36C78624B0001
Issued by: Department of Veterans Affairs National Cemetery Administration

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Written by GovTribe AI · Dec 29, 2023

This federal contract opportunity solicitation seeks to renovate and expand a maintenance building and repair and repave asphalt roads at Fort Custer National Cemetery. The contractor will provide all management, supervision, labor, materials, parts, and equipment necessary to renovate and expand Maintenance Building 3001 and repair and repave asphalt roads at the cemetery. The work includes general conditions, general construction, structures, alterations, roads, parking, walks, grading, drainage, mechanical, electrical, telecommunications and security work, and utility systems. The contractor will also remove existing structures and construct certain other items in accordance with the provided drawings and specifications. The solicitation was issued by the Department of Veterans Affairs National Cemetery Administration under number 36C78624B0001 for the project named Z2QA--909CM3028-29.

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Other files

File	Type	Posted
36C78624B0001.docx	DOCX document	Dec 29, 2023
8 - Cost Estimate Worksheet.xlsx	XLSX spreadsheet	Dec 29, 2023
Bid Specs _ Roads Repair - 909CM3029.pdf	PDF	Dec 29, 2023
Bid Specs _ Maint Bldg Expansion - 909CM3028 .pdf	PDF	Dec 29, 2023
Bid Plans Part 1 _ Maint Bldg Expansion - 909CM3028 .pdf	PDF	Dec 29, 2023
Bid Plans Part 2 _ Maint Bldg Expansion - 909CM3028 .pdf	PDF	Dec 29, 2023

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Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

KALAMAZOO COUNTY, MICHIGAN

909CM3029

MARCH 24, 2023 Dwg. of

Office of 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

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT CUSTER NATIONAL CEMETERY

REPAIR AND REPAVE

ASPHALT ROADS

Fil e P ath : G

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

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

GI001

COVER SHEET

REPAIR AND REPAVE ASPHALT ROADS

PROJECT NUMBER: 909CM3029

BID DOCUMENTS

KALAMAZOO COUNTY, MICHIGAN

FORT CUSTER NATIONAL CEMETERY

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

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

Know what's below.

before you dig.Call

DRAWING INDEX

NO. DRAWING DRAWING TITLE

01 GI001 COVER SHEET

02 GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

03 VL100 OVERALL EXISTING CONDITIONS AND BORING PLAN

04 VL101 EXISTING CONDITIONS AND BORING PLAN

05 VL102 EXISTING CONDITIONS AND BORING PLAN

06 VL103 EXISTING CONDITIONS AND BORING PLAN

07 VL104 EXISTING CONDITIONS AND BORING PLAN

08 VL105 EXISTING CONDITIONS AND BORING PLAN

09 VL106 EXISTING CONDITIONS AND BORING PLAN

10 VL107 EXISTING CONDITIONS AND BORING PLAN

11 VL108 EXISTING CONDITIONS AND BORING PLAN

12 VL109 EXISTING CONDITIONS AND BORING PLAN

13 VL110 EXISTING CONDITIONS AND BORING PLAN

14 VL111 EXISTING CONDITIONS AND BORING PLAN

15 GC100 CONSTRUCTION SEQUENCE PLAN

16 GC101 EROSION AND SEDIMENT CONTROL PLAN

17 GC102 EROSION AND SEDIMENT CONTROL PLAN

18 GC103 EROSION AND SEDIMENT CONTROL PLAN

19 GC104 EROSION AND SEDIMENT CONTROL PLAN

20 GC105 EROSION AND SEDIMENT CONTROL PLAN

21 GC106 EROSION AND SEDIMENT CONTROL PLAN

22 GC107 EROSION AND SEDIMENT CONTROL PLAN

23 GC501 EROSION AND SEDIMENT CONTROL NOTES & DETAILS

24 GI101 OVERALL SITE DEVELOPMENT PLAN

25 CS501 SITE DETAILS

26 CD101 SITE DEMOLITION PLAN (BASE BID)

27 CD102 SITE DEMOLITION PLAN (BASE BID)

28 CD111 SITE DEMOLITION PLAN (BID OPTION 1)

29 CD112 SITE DEMOLITION PLAN (BID OPTION 1)

30 CD121 SITE DEMOLITION PLAN (BID OPTION 2)

31 CD122 SITE DEMOLITION PLAN (BID OPTION 2)

32 CD123 SITE DEMOLITION PLAN (BID OPTION 2)

33 CS101 SITE PLAN (BASE BID)

34 CS102 SITE PLAN (BASE BID)

35 CS111 SITE PLAN (BID OPTION 1)

36 CS112 SITE PLAN (BID OPTION 1)

37 CS121 SITE PLAN (BID OPTION 2)

38 CS122 SITE PLAN (BID OPTION 2)

39 CS123 SITE PLAN (BID OPTION 2)

U.S. Department of Veterans Affairs

AutoCAD SHX Text

PREPARED BY

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REGIONAL MAP (N.T.S.)

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LOCAL MAP (N.T.S.)

AutoCAD SHX Text

PROJECT LOCATION

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INDIANA

AutoCAD SHX Text

OHIO

AutoCAD SHX Text

LAKE MICHIGAN

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LAKE HURON

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LAKE SUPERIOR

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ILLINOIS

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WISCONSIN

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FLINT

AutoCAD SHX Text

DETROIT

ARCHITECTURAL GENERAL SYMBOLS

SCALE:B2 VIEW NAME

1/8" = 1'-0"

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL SECTION

AE402

AE201

AE305

SIM

AE305

SIM

AE305

SIM

AE505

SIM

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

WINDOW NUMBER

?A1

ROOM NAME

A505B

200 SF / 150 SF

1t EQUIPMENT TAG

NTRUE

NORTH MATCHLINE

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS FOR 'FORT CUSTER NATIONAL CEMETERY REPAIR AND REPAVE ASPHALT ROADS' INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING:

· FULL DEPTH ASPHALT REPLACEMENT ON PORTIONS OF THE CEMETERY.

· NON-STRUCTURAL MILL AND OVERLAY ON PORTIONS OF THE CEMETERY.

· STRUCTURAL MILL AND OVERLAY ON PORTIONS OF THE CEMETERY.

· REPLACEMENT OF DAMAGED CURB AND GUTTER.

· DEMOLITION AND REMOVAL OF GRANITE PARKING STRIPS.

· DRAINAGE IMPROVEMENTS WHERE PONDING WATER IS EVIDENT.

THE PROJECT IS LOCATED IN KALAMAZOO COUNTY, MICHIGAN.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A COMBINATION OF AN AERIAL TOPOGRAPHIC SURVEY AND CONVENTIONAL FIELD SURVEY PREPARED BY MONUMENT ENGINEERING GROUP ASSOCIATES, INC. DATED MARCH 2022.. HORIZONTAL DATUM IS REFERENCED TO THE US STATE PLANE COORDINATE SYSTEM, NAD83, MICHIGAN SOUTH ZONE 2113, INTERNATIONAL FEET. VERTICAL DATUM IS REFERENCED TO NAVD 88.

3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 26077C0229D DATED FEBRUARY 17, 2010. THE SCOPE OF WORK APPEARS TO LIE ENTIRELY IN ZONE (X) AREA DETERMINED

TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.

4. SEE THIS SHEET FOR LEGEND OF PROPOSED SYMBOLS USED ON ALL SHEETS AND SHEET 03 EXISTING CONDITIONS PLAN FOR LEGEND OF EXISTING SYMBOLS.

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. 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.

8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE.

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

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PLANS 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. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND

DETAILS.

4. 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.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS

REQUIRED FOR CONSTRUCTION.

6. 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.

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

8. CONTRACTOR SHALL CONTACT MISS DIG SYSTEM, INC. AT 1-800-482-7171 A MINIMUM OF THREE (3) FULL BUSINESS DAYS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

9. THE ARCHITECT-ENGINEER 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 ARCHITECT-ENGINEER. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE.

10. ARCHITECT-ENGINEER 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.

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

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

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.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

KALAMAZOO COUNTY, MICHIGAN

909CM3029

MARCH 24, 2023 Dwg. of

Office of 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

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT CUSTER NATIONAL CEMETERY

REPAIR AND REPAVE

ASPHALT ROADS

Fil e P ath : G

:\P

\33

-1

1 F

N C

\90

9C M3

9\G

I00 2.D

W G

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

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

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

CONCRETE SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF GRADING

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

BOARD FENCE

SOIL BOUNDARY

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

EDGE OF CONCRETE

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER YARD INLET

STORM SEWER CATCH BASIN

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

GROUND LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

LIMITS OF WORK

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

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FT FEET

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

I.E. INVERT ELEVATION

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE

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

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA MOT APPLICABLE

NAT MATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NE NOT EXCEEDING

NFA NET FLOOR AREA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE PIPE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OS OVER-SIZED

OZ OUNCE

P PERIMETER

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

A AREA OR ARC

AC ACRE

A/C AIR CONDITIONING

ADA AMERICANS WITH DISABILITIES ACT

ADMIN AMDINISTRATION

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

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

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 OR CONTRACT

DOCUMENTS

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

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

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

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK OR DESIGN-BUILD

DBL DOUBLE

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

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

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

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

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCP REINFORCED CONCRETE PIPE/REFLECTED

CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

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

SBL SOUTH BOUND LANE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET

SJ SCORED JOINT

SLV SLEEVE

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

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

S/W SIDEWALK

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

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

TW TOP OF WALL

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

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

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

UNDERGROUND GAS LINE

HEADSTONE FACE DIRECTION

BURIAL CRYPT PLOTS

DRIP LINE OF BRUSH

WETLANDS

GRAVESITE GRID MONUMENT

BURIAL SECTION MARKER

UTILITY BOX

FLAG SLEEVES/MISCELLANEOUS POSTS

MOUNTABLE CURB

STORM DRAINAGE CLEANOUT

COLUMBARIUM NICHE SECTION

RETAINING WALL

DRAINAGE FLOW ARROW

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

YH YARD HYDRANT

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL-1 PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QT QUARRY TILE

R RADIUS / REGISTER

RA RETURN AIR

RB-1 RUBBER BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P P-1/P-2/ P-3/P-4

PAINT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR-1 GROUT

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CSF CUBIC FEET PER SECOND

CT-1/CT-2/

CT-3

CERAMIC TILE

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC-1 ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG-1/CG-2 CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

ECT-1 ENTRANCE CARPET TILE

LK-1 LOCKER

RS-1 ROLLER SHADES

SSM-1 SOLID SURFACING MATERIAL

TS-1/TS-2

/TS-3

TRANSITION STRIP

ABBREVIATIONS ARCHITECTURAL ABBREVIATIONSCIVIL LEGENDCIVIL LEGEND

AutoCAD SHX Text

REVERSE CURB

AutoCAD SHX Text 8" W/M

AutoCAD SHX Text

TRANS

AutoCAD SHX Text

CURB

AutoCAD SHX Text

INV

AutoCAD SHX Text

8" SAN. SEW.

AutoCAD SHX Text

15" HDPE

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text E co

MAINTENANCE FACILITY (BLDG. #3001)

C O

STORAGE

FIRE HYDRANT

GAS

GAL

DIESEL

FUEL

GAL

FLAMMABLE

STORAGE

PUMP

HOUSE

POND

CHAIN-LINK FENCE

C H

-L

N C

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

C H

AIN

-LIN

K FEN

DOUBLE-LEAF

GATE

DOUBLE-LEAF

GATE

DOUBLE-LEAF

GATE

CONCRETE

PAVEMENT

CONCRETE

PAVEMENT

JAM

ES B EADS

DRIVE

SANITARY SEWER

(APPROX.)

ELEC./TELEPHONE

LINES (APPROX.)

ELEC./TELEPHONE

LINES (APPROX.)

ELEC. LINES

(APPROX.) ELEC. LINES

(APPROX.)

SANITARY SEW

(APPROX.)

SANITARY TILE

ABSORPTION FIELD

(APPROX.)

ATER LINE (APPROX.)

ELEC. LINES (APPROX.)

SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

NOTES:

SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

21 4 5 6 7 8 9

KALAMAZOO COUNTY, MICHIGAN

909CM3029

MARCH 24, 2023 Dwg. of

Office of 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

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT CUSTER NATIONAL CEMETERY

REPAIR AND REPAVE

ASPHALT ROADS

Fil e P ath : G

:\P

\33

-1

1 F

N C

\90

9C M3

9\V

.D W

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

(518) 587-8100

INTEGRITY FEDERAL SERVICES

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

(304) 725-8456

NORTH

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

VL100

OVERALL EXISTING CONDITIONS

AND BORING PLAN

STRUCTURE SCHEDULE

UTILITY NOTES

1. ALL UTILITIES SHOWN ARE BASED ON ABOVE GROUND EVIDENCE AT TIME OF SURVEY UNLESS

NOTED OTHERWISE.

2. THE LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS

DRAWING ARE ONLY APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO

THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY

RESPONSIBLE FOR DETERMINING THE EXACT UTILITY LOCATIONS AND ELEVATIONS PRIOR TO

THE START OF CONSTRUCTION.

BENCHMARKS

DATUM: NAVD88

BM A:

RAILROAD SPIKE IN 18" TREE, 373'± SE OF CENTERLINE RIVER ROAD & 139'± EAST OF MAINTENANCE

YARD.

ELEV = 831.07

EXISTING LEGEND

LOCATION MAP

C C

UGE

OHE

GAS

UGC

UGT

KEY MAP

(NOT TO SCALE)

1 2

8 11

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

JAMES B. EADS ROAD

AutoCAD SHX Text

CHIPPEWA WAY

AutoCAD SHX Text

CHIPPEWA WAY

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

JAMES B. EADS DRIVE

AutoCAD SHX Text

FORT CUSTER DR

AutoCAD SHX Text

W DICKMAN RD

AutoCAD SHX Text

GATE

AutoCAD SHX Text

WOODED AREA (TYP)

AutoCAD SHX Text 825.81

AutoCAD SHX Text 825.74

AutoCAD SHX Text 825.46

AutoCAD SHX Text 825.38

AutoCAD SHX Text 825.40

AutoCAD SHX Text 826.03

AutoCAD SHX Text 825.50

AutoCAD SHX Text 825.72

AutoCAD SHX Text 825.88

AutoCAD SHX Text 825.68

AutoCAD SHX Text 824.58

AutoCAD SHX Text 824.72

AutoCAD SHX Text 824.64

AutoCAD SHX Text 824.06

AutoCAD SHX Text 824.14

AutoCAD SHX Text 824.08

AutoCAD SHX Text 824.14

AutoCAD SHX Text 824.45

AutoCAD SHX Text 824.32

AutoCAD SHX Text 826.13

AutoCAD SHX Text 826.32

AutoCAD SHX Text 826.08

AutoCAD SHX Text 827.57

AutoCAD SHX Text 827.77

AutoCAD SHX Text 827.72

AutoCAD SHX Text 828.18

AutoCAD SHX Text 828.38

AutoCAD SHX Text 828.23

AutoCAD SHX Text 828.10

AutoCAD SHX Text 828.44

AutoCAD SHX Text 829.02

AutoCAD SHX Text 829.14

AutoCAD SHX Text 828.95

AutoCAD SHX Text 829.23

AutoCAD SHX Text 829.22

AutoCAD SHX Text 829.28

AutoCAD SHX Text 829.41

AutoCAD SHX Text 829.65

AutoCAD SHX Text 829.48

AutoCAD SHX Text 829.80

AutoCAD SHX Text 830.22

AutoCAD SHX Text 829.92

AutoCAD SHX Text 830.19

AutoCAD SHX Text 830.49

AutoCAD SHX Text 830.28

AutoCAD SHX Text 830.22

AutoCAD SHX Text 829.62

AutoCAD SHX Text 829.47

AutoCAD SHX Text 829.15

AutoCAD SHX Text 829.23

AutoCAD SHX Text 829.45

AutoCAD SHX Text 829.24

AutoCAD SHX Text 827.49

AutoCAD SHX Text 827.76

AutoCAD SHX Text 827.63

AutoCAD SHX Text 826.25

AutoCAD SHX Text 825.62

AutoCAD SHX Text 825.05

AutoCAD SHX Text 824.64

AutoCAD SHX Text 824.46

AutoCAD SHX Text 824.75

AutoCAD SHX Text 824.44

AutoCAD SHX Text 823.96

AutoCAD SHX Text 823.63

AutoCAD SHX Text 823.52

AutoCAD SHX Text 823.31

AutoCAD SHX Text 823.40

AutoCAD SHX Text 823.33

AutoCAD SHX Text 822.17

AutoCAD SHX Text 822.35

AutoCAD SHX Text 822.31

AutoCAD SHX Text 822.74

AutoCAD SHX Text 822.99

AutoCAD SHX Text 823.08

AutoCAD SHX Text 822.88

AutoCAD SHX Text 822.11

AutoCAD SHX Text 821.35

AutoCAD SHX Text 821.69

AutoCAD SHX Text 821.04

AutoCAD SHX Text 819.99

AutoCAD SHX Text 820.21

AutoCAD SHX Text 819.92

AutoCAD SHX Text 819.69

AutoCAD SHX Text 819.82

AutoCAD SHX Text 820.77

AutoCAD SHX Text 821.88

AutoCAD SHX Text 822.08

AutoCAD SHX Text 822.36

AutoCAD SHX Text 821.98

AutoCAD SHX Text 824.59

AutoCAD SHX Text 824.77

AutoCAD SHX Text 824.47

AutoCAD SHX Text 829.28

AutoCAD SHX Text 829.25

AutoCAD SHX Text 829.51

AutoCAD SHX Text 828.80

AutoCAD SHX Text 828.44

AutoCAD SHX Text 828.64

AutoCAD SHX Text 829.04

AutoCAD SHX Text 828.81

AutoCAD SHX Text 828.14

AutoCAD SHX Text 828.47

AutoCAD SHX Text 828.02

AutoCAD SHX Text 827.34

AutoCAD SHX Text 827.60

AutoCAD SHX Text 827.37

AutoCAD SHX Text 827.14

AutoCAD SHX Text 827.10

AutoCAD SHX Text 827.18

AutoCAD SHX Text 827.71

AutoCAD SHX Text 828.11

AutoCAD SHX Text 827.86

AutoCAD SHX Text 828.69

AutoCAD SHX Text 828.88

AutoCAD SHX Text 828.67

AutoCAD SHX Text 829.11

AutoCAD SHX Text 829.19

AutoCAD SHX Text 829.45

AutoCAD SHX Text 829.25

AutoCAD SHX Text 827.13

AutoCAD SHX Text 827.39

AutoCAD SHX Text 827.36

AutoCAD SHX Text 824.23

AutoCAD SHX Text 824.47

AutoCAD SHX Text 824.25

AutoCAD SHX Text 820.23

AutoCAD SHX Text 820.62

AutoCAD SHX Text 820.43

AutoCAD SHX Text 819.36

AutoCAD SHX Text 818.96

AutoCAD SHX Text 818.05

AutoCAD SHX Text 817.93

AutoCAD SHX Text 817.98

AutoCAD SHX Text 817.60

AutoCAD SHX Text 816.14

AutoCAD SHX Text 816.46

AutoCAD SHX Text 816.25

AutoCAD SHX Text 818.16

AutoCAD SHX Text 818.57

AutoCAD SHX Text 818.14

AutoCAD SHX Text 818.04

AutoCAD SHX Text 819.17

AutoCAD SHX Text 820.18

AutoCAD SHX Text 820.42

AutoCAD SHX Text 820.31

AutoCAD SHX Text 823.37

AutoCAD SHX Text 823.62

AutoCAD SHX Text 823.38

AutoCAD SHX Text 823.21

AutoCAD SHX Text 823.88

AutoCAD SHX Text 824.64

AutoCAD SHX Text 825.46

AutoCAD SHX Text 825.62

AutoCAD SHX Text 825.32

AutoCAD SHX Text 826.30

AutoCAD SHX Text 826.32

AutoCAD SHX Text 825.99

AutoCAD SHX Text 826.66

AutoCAD SHX Text 827.03

AutoCAD SHX Text 826.90

AutoCAD SHX Text 826.82

AutoCAD SHX Text 826.59

AutoCAD SHX Text 826.84

AutoCAD SHX Text 827.23

AutoCAD SHX Text 827.03

AutoCAD SHX Text 827.16

AutoCAD SHX Text 827.57

AutoCAD SHX Text 827.20

AutoCAD SHX Text 826.79

AutoCAD SHX Text 827.17

AutoCAD SHX Text 827.76

AutoCAD SHX Text 827.94

AutoCAD SHX Text 827.73

AutoCAD SHX Text 827.62

AutoCAD SHX Text 827.98

AutoCAD SHX Text 827.79

AutoCAD SHX Text 827.81

AutoCAD SHX Text 828.28

AutoCAD SHX Text 828.43

AutoCAD SHX Text 828.23

AutoCAD SHX Text 827.77

AutoCAD SHX Text 827.54

AutoCAD SHX Text 827.18

AutoCAD SHX Text 827.63

AutoCAD SHX Text 827.89

AutoCAD SHX Text 827.62

AutoCAD SHX Text 828.01

AutoCAD SHX Text 828.21

AutoCAD SHX Text 828.24

AutoCAD SHX Text 828.10

AutoCAD SHX Text 828.59

AutoCAD SHX Text 828.44

AutoCAD SHX Text 828.43

AutoCAD SHX Text 828.57

AutoCAD SHX Text 829.67

AutoCAD SHX Text 829.83

AutoCAD SHX Text 829.70

AutoCAD SHX Text 830.31

AutoCAD SHX Text 830.42

AutoCAD SHX Text 830.40

AutoCAD SHX Text 830.62

AutoCAD SHX Text 831.64

AutoCAD SHX Text 831.57

AutoCAD SHX Text 831.21

AutoCAD SHX Text 831.44

AutoCAD SHX Text 831.25

AutoCAD SHX Text 829.62

AutoCAD SHX Text 829.79

AutoCAD SHX Text 829.56

AutoCAD SHX Text 822.15

AutoCAD SHX Text 822.37

AutoCAD SHX Text 822.16

AutoCAD SHX Text 818.48

AutoCAD SHX Text 817.75

AutoCAD SHX Text 817.14

AutoCAD SHX Text 817.05

AutoCAD SHX Text 819.14

AutoCAD SHX Text 818.90

AutoCAD SHX Text 819.43

AutoCAD SHX Text 820.29

AutoCAD SHX Text 826.54

AutoCAD SHX Text 826.57

AutoCAD SHX Text 826.53

AutoCAD SHX Text 829.27

AutoCAD SHX Text 829.30

AutoCAD SHX Text 829.32

AutoCAD SHX Text 828.62

AutoCAD SHX Text 828.93

AutoCAD SHX Text 828.36

AutoCAD SHX Text 827.78

AutoCAD SHX Text 828.27

AutoCAD SHX Text 827.25

AutoCAD SHX Text 827.49

AutoCAD SHX Text 827.71

AutoCAD SHX Text 827.94

AutoCAD SHX Text 828.50

AutoCAD SHX Text 828.62

AutoCAD SHX Text 828.69

AutoCAD SHX Text 828.04

AutoCAD SHX Text 828.89

AutoCAD SHX Text 828.15

AutoCAD SHX Text 828.68

AutoCAD SHX Text 827.91

AutoCAD SHX Text 826.92

AutoCAD SHX Text 826.86

AutoCAD SHX Text 825.79

AutoCAD SHX Text 825.61

AutoCAD SHX Text 824.87

AutoCAD SHX Text 823.82

AutoCAD SHX Text 825.76

AutoCAD SHX Text 823.47

AutoCAD SHX Text 823.09

AutoCAD SHX Text 822.88

AutoCAD SHX Text 822.81

AutoCAD SHX Text 821.61

AutoCAD SHX Text 821.76

AutoCAD SHX Text 821.46

AutoCAD SHX Text 821.02

AutoCAD SHX Text 820.57

AutoCAD SHX Text 820.44

AutoCAD SHX Text 820.92

AutoCAD SHX Text 820.69

AutoCAD SHX Text 820.88

AutoCAD SHX Text 821.16

AutoCAD SHX Text 821.95

AutoCAD SHX Text 821.97

AutoCAD SHX Text 823.31

AutoCAD SHX Text 823.57

AutoCAD SHX Text 823.62

AutoCAD SHX Text 823.60

AutoCAD SHX Text 824.05

AutoCAD SHX Text 825.33

AutoCAD SHX Text 825.65

AutoCAD SHX Text 825.54

AutoCAD SHX Text 810.71

AutoCAD SHX Text 810.97

AutoCAD SHX Text 810.63

AutoCAD SHX Text 809.09

AutoCAD SHX Text 808.12

AutoCAD SHX Text 808.00

AutoCAD SHX Text 824.37

AutoCAD SHX Text 824.48

AutoCAD SHX Text 825.46

AutoCAD SHX Text 826.05

AutoCAD SHX Text 826.33

AutoCAD SHX Text 826.84

AutoCAD SHX Text 826.28

AutoCAD SHX Text 826.49

AutoCAD SHX Text 826.98

AutoCAD SHX Text 827.00

AutoCAD SHX Text 827.95

AutoCAD SHX Text 828.14

AutoCAD SHX Text 827.95

AutoCAD SHX Text 828.22

AutoCAD SHX Text 828.63

AutoCAD SHX Text 828.55

AutoCAD SHX Text 827.99

AutoCAD SHX Text 828.27

AutoCAD SHX Text 828.33

AutoCAD SHX Text 828.03

AutoCAD SHX Text 827.63

AutoCAD SHX Text 828.27

AutoCAD SHX Text 828.40

AutoCAD SHX Text 826.99

AutoCAD SHX Text 826.89

AutoCAD SHX Text 827.20

AutoCAD SHX Text 827.54

AutoCAD SHX Text 827.43

AutoCAD SHX Text 827.05

AutoCAD SHX Text 825.95

AutoCAD SHX Text 826.00

AutoCAD SHX Text 825.76

AutoCAD SHX Text 825.61

AutoCAD SHX Text 823.26

AutoCAD SHX Text 823.18

AutoCAD SHX Text 822.82

AutoCAD SHX Text 822.98

AutoCAD SHX Text 823.60

AutoCAD SHX Text 823.76

AutoCAD SHX Text 823.34

AutoCAD SHX Text 824.04

AutoCAD SHX Text 823.84

AutoCAD SHX Text 826.68

AutoCAD SHX Text 826.67

AutoCAD SHX Text 826.34

AutoCAD SHX Text 826.56

AutoCAD SHX Text 826.86

AutoCAD SHX Text 826.42

AutoCAD SHX Text 825.90

AutoCAD SHX Text 825.81

AutoCAD SHX Text 825.32

AutoCAD SHX Text

100 SET MONUMENT

AutoCAD SHX Text

101 SET MONUMENT

AutoCAD SHX Text 856.71

AutoCAD SHX Text 856.52

AutoCAD SHX Text 859.35

AutoCAD SHX Text 859.45

AutoCAD SHX Text 859.49

AutoCAD SHX Text 861.36

AutoCAD SHX Text 861.33

AutoCAD SHX Text 861.15

AutoCAD SHX Text 862.13

AutoCAD SHX Text 861.72

AutoCAD SHX Text 861.44

AutoCAD SHX Text 862.22

AutoCAD SHX Text 862.50

AutoCAD SHX Text 862.52

AutoCAD SHX Text 862.07

AutoCAD SHX Text 862.18

AutoCAD SHX Text 862.44

AutoCAD SHX Text 862.15

AutoCAD SHX Text 860.31

AutoCAD SHX Text 860.36

AutoCAD SHX Text 860.32

AutoCAD SHX Text 858.28

AutoCAD SHX Text 858.33

AutoCAD SHX Text 858.30

AutoCAD SHX Text 857.33

AutoCAD SHX Text 857.40

AutoCAD SHX Text 857.47

AutoCAD SHX Text 856.61

AutoCAD SHX Text 855.74

AutoCAD SHX Text 855.77

AutoCAD SHX Text 855.81

AutoCAD SHX Text 852.42

AutoCAD SHX Text 852.43

AutoCAD SHX Text 852.32

AutoCAD SHX Text 848.85

AutoCAD SHX Text 848.98

AutoCAD SHX Text 848.97

AutoCAD SHX Text 845.58

AutoCAD SHX Text 845.71

AutoCAD SHX Text 845.65

AutoCAD SHX Text 842.49

AutoCAD SHX Text 841.76

AutoCAD SHX Text 841.65

AutoCAD SHX Text 840.99

AutoCAD SHX Text 840.77

AutoCAD SHX Text 840.81

AutoCAD SHX Text 842.58

AutoCAD SHX Text 842.68

AutoCAD SHX Text 841.51

AutoCAD SHX Text 840.97

AutoCAD SHX Text 839.25

AutoCAD SHX Text 839.10

AutoCAD SHX Text 838.12

AutoCAD SHX Text 838.17

AutoCAD SHX Text 837.83

AutoCAD SHX Text 837.45

AutoCAD SHX Text 837.98

AutoCAD SHX Text 837.87

AutoCAD SHX Text 838.02

AutoCAD SHX Text 838.01

AutoCAD SHX Text 837.71

AutoCAD SHX Text 837.96

AutoCAD SHX Text 838.05

AutoCAD SHX Text 839.31

AutoCAD SHX Text 839.40

AutoCAD SHX Text 839.48

AutoCAD SHX Text 839.19

AutoCAD SHX Text 839.60

AutoCAD SHX Text 839.83

AutoCAD SHX Text 839.50

AutoCAD SHX Text 839.84

AutoCAD SHX Text 839.85

AutoCAD SHX Text 839.69

AutoCAD SHX Text 839.75

AutoCAD SHX Text 838.76

AutoCAD SHX Text 838.84

AutoCAD SHX Text 838.54

AutoCAD SHX Text 836.88

AutoCAD SHX Text 836.48

AutoCAD SHX Text 836.60

AutoCAD SHX Text 834.87

AutoCAD SHX Text 834.84

AutoCAD SHX Text 834.71

AutoCAD SHX Text 833.75

AutoCAD SHX Text 833.84

AutoCAD SHX Text 833.69

AutoCAD SHX Text 831.66

AutoCAD SHX Text 831.79

AutoCAD SHX Text 832.31

AutoCAD SHX Text 831.68

AutoCAD SHX Text 831.31

AutoCAD SHX Text 831.33

AutoCAD SHX Text 831.43

AutoCAD SHX Text 831.31

AutoCAD SHX Text 831.15

AutoCAD SHX Text 831.46

AutoCAD SHX Text 831.31

AutoCAD SHX Text 831.28

AutoCAD SHX Text 831.21

AutoCAD SHX Text 831.32

AutoCAD SHX Text 831.46

AutoCAD SHX Text 855.21

AutoCAD SHX Text 855.34

AutoCAD SHX Text 855.35

AutoCAD SHX Text 858.49

AutoCAD SHX Text 858.41

AutoCAD SHX Text 858.28

AutoCAD SHX Text 860.83

AutoCAD SHX Text 860.93

AutoCAD SHX Text 861.00

AutoCAD SHX Text 861.45

AutoCAD SHX Text 861.31

AutoCAD SHX Text 860.35

AutoCAD SHX Text 860.50

AutoCAD SHX Text 861.79

AutoCAD SHX Text 860.61

AutoCAD SHX Text 859.14

AutoCAD SHX Text 859.09

AutoCAD SHX Text 858.98

AutoCAD SHX Text 857.29

AutoCAD SHX Text 857.37

AutoCAD SHX Text 857.39

AutoCAD SHX Text 854.33

AutoCAD SHX Text 854.26

AutoCAD SHX Text 854.12

AutoCAD SHX Text 851.12

AutoCAD SHX Text 851.24

AutoCAD SHX Text 851.26

AutoCAD SHX Text 848.93

AutoCAD SHX Text 848.81

AutoCAD SHX Text 848.62

AutoCAD SHX Text 845.01

AutoCAD SHX Text 845.22

AutoCAD SHX Text 845.31

AutoCAD SHX Text 841.37

AutoCAD SHX Text 841.32

AutoCAD SHX Text 841.17

AutoCAD SHX Text 838.54

AutoCAD SHX Text 840.86

AutoCAD SHX Text 839.78

AutoCAD SHX Text 838.61

AutoCAD SHX Text 837.60

AutoCAD SHX Text 837.24

AutoCAD SHX Text 837.03

AutoCAD SHX Text 836.81

AutoCAD SHX Text 837.55

AutoCAD SHX Text 837.60

AutoCAD SHX Text 837.34

AutoCAD SHX Text 835.06

AutoCAD SHX Text 835.20

AutoCAD SHX Text 834.97

AutoCAD SHX Text 830.70

AutoCAD SHX Text 830.88

AutoCAD SHX Text 830.72

AutoCAD SHX Text 826.49

AutoCAD SHX Text 826.63

AutoCAD SHX Text 826.39

AutoCAD SHX Text 822.18

AutoCAD SHX Text 822.41

AutoCAD SHX Text 822.19

AutoCAD SHX Text 818.80

AutoCAD SHX Text 818.98

AutoCAD SHX Text 818.65

AutoCAD SHX Text 815.87

AutoCAD SHX Text 816.28

AutoCAD SHX Text 816.20

AutoCAD SHX Text 813.44

AutoCAD SHX Text 813.53

AutoCAD SHX Text 813.39

AutoCAD SHX Text 810.71

AutoCAD SHX Text 810.95

AutoCAD SHX Text 810.74

AutoCAD SHX Text 808.89

AutoCAD SHX Text 809.12

AutoCAD SHX Text 808.96

AutoCAD SHX Text 808.75

AutoCAD SHX Text 808.87

AutoCAD SHX Text 808.66

AutoCAD SHX Text 831.60

AutoCAD SHX Text 831.94

AutoCAD SHX Text 831.66

AutoCAD SHX Text 831.79

AutoCAD SHX Text 831.72

AutoCAD SHX Text 832.07

AutoCAD SHX Text 831.91

AutoCAD SHX Text 831.40

AutoCAD SHX Text 831.42

AutoCAD SHX Text 831.24

AutoCAD SHX Text 830.53

AutoCAD SHX Text 830.60

AutoCAD SHX Text 830.64

AutoCAD SHX Text 830.01

AutoCAD SHX Text 830.17

AutoCAD SHX Text 830.08

AutoCAD SHX Text 829.58

AutoCAD SHX Text 829.44

AutoCAD SHX Text 828.78

AutoCAD SHX Text 828.34

AutoCAD SHX Text 828.09

AutoCAD SHX Text 828.57

AutoCAD SHX Text 828.82

AutoCAD SHX Text 829.24

AutoCAD SHX Text 829.33

AutoCAD SHX Text 829.31

AutoCAD SHX Text 829.13

AutoCAD SHX Text 828.99

AutoCAD SHX Text 829.17

AutoCAD SHX Text 828.62

AutoCAD SHX Text 828.48

AutoCAD SHX Text 828.35

AutoCAD SHX Text 827.91

AutoCAD SHX Text 828.66

AutoCAD SHX Text 826.92

AutoCAD SHX Text 827.54

AutoCAD SHX Text 827.35

AutoCAD SHX Text 828.15

AutoCAD SHX Text 828.34

AutoCAD SHX Text 824.70

AutoCAD SHX Text 824.64

AutoCAD SHX Text 825.88

AutoCAD SHX Text 824.26

AutoCAD SHX Text 821.90

AutoCAD SHX Text 822.15

AutoCAD SHX Text 822.39

AutoCAD SHX Text 823.24

AutoCAD SHX Text 823.16

AutoCAD SHX Text 822.87

AutoCAD SHX Text 824.55

AutoCAD SHX Text 824.70

AutoCAD SHX Text 824.74

AutoCAD SHX Text 824.77

AutoCAD SHX Text 824.89

AutoCAD SHX Text 824.63

AutoCAD SHX Text 824.12

AutoCAD SHX Text 824.16

AutoCAD SHX Text 824.50

AutoCAD SHX Text 824.49

AutoCAD SHX Text 824.30

AutoCAD SHX Text 824.26

AutoCAD SHX Text 824.07

AutoCAD SHX Text 824.71

AutoCAD SHX Text 824.93

AutoCAD SHX Text 825.13

AutoCAD SHX Text

EX. BUILDING 2,283 SF (HT=19.8')

AutoCAD SHX Text

6,771 SF (HT=25.4')

AutoCAD SHX Text

(HT=19.5')

AutoCAD SHX Text

EX. BLDG. 129 SF (HT=11.7')

AutoCAD SHX Text

EX. SHED 198 SF

AutoCAD SHX Text

EX. BLDG. 4278 SF (HT=13.1')

AutoCAD SHX Text

8' CHAINLINK FENCE (TYP)

AutoCAD SHX Text

WOODED AREA (TYP)

AutoCAD SHX Text

WOODED AREA (TYP)

AutoCAD SHX Text

EX. POND

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

FORT CUSTER DRIVE

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

S BATTLE CREEK BLVD

AutoCAD SHX Text

CHIPPEWA WAY

AutoCAD SHX Text

CHIPPEWA WAY

AutoCAD SHX Text

COMMITTAL LOOP

AutoCAD SHX Text

JAMES B. EADS DRIVE

AutoCAD SHX Text

JAMES B. EADS ROAD

AutoCAD SHX Text

JAMES B. EADS ROAD

AutoCAD SHX Text

EX. BUILDING (ADMINISTRATION)

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoC…

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File details come from the government source that posted it. Updated Dec 29, 2023.