Bid Plans Part 1 _ Maint Bldg Expansion - 909CM3028 .pdf

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

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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, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

GI001

COVER SHEET

PREPARED BY

RENOVATE & EXPAND MAINTENANCE BUILDING 3001

PROJECT NUMBER: 909CM3028

BID DOCUMENTS

KALAMAZOO COUNTY, MICHIGAN

FORT CUSTER NATIONAL CEMETERY

CONSULTANTS

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

(518) 587-8100

GORDON

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

(304) 725-8456

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

1200 NINETEENTH STREET

SUITE 220

PH. 202-861-4600

WASHINGTON, DC 20036

LEO A DALY.

DRAWING INDEX

NO. DRAWING DRAWING TITLE

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

CIVIL

3. VL101 EXISTING CONDITIONS AND BORING PLAN

4. GC100 CONSTRUCTION SEQUENCING PLAN

5. GC101 EROSION & SEDIMENT CONTROL PLAN

6. GC501 EROSION & SEDIMENT CONTROL NOTES & DETAILS

7. CD101 SITE DEMOLITION PLAN

8. CS101 SITE PLAN

9. CG101 GRADING PLAN

10. CT501 SITE DETAILS

11. LP101 LANDSCAPE PLAN

STRUCTURAL

12. S-001 GENERAL STRUCTURAL NOTES

13. S-002 SPECIAL INSPECTIONS

14. SB101 FOUNDATION PLAN

15. SB501 FOUNDATION DETAILS

16. SF101 ROOF FRAMING PLAN

17. SF501 FRAMING DETAILS

ARCHITECTURAL

18. GI003 MOUNTING CRITERIA

19. GI101 LIFE SAFETY PLAN

20. AD101 DEMOLITION FLOOR PLAN

21. AD102 DEMOLITION ROOF PLAN

22. AD121 DEMOLITION PLANS - FCA ITEMS

23. AE101 FLOOR PLAN

24. AE102 ROOF PLAN

25. AE111 CEILING PLAN

26. AE121 FLOOR PLANS - FCA ITEMS

27. AE201 EXTERIOR ELEVATIONS

28. AE211 INTERIOR ELEVATIONS

29. AE301 BUILDING & WALL SECTIONS

30. AE501 EXTERIOR DETAILS

31. AE502 INTERIOR DETAILS

32. AE521 EXTERIOR DETAILS - FCA ITEMS

33. AE601 SCHEDULES

INTERIORS

34. IF101 FURNITURE, EQUIPMENT & SIGNAGE PLAN

35. IN101 FINISH PLAN

36. IN501 INTERIOR FINISHES AND SIGNAGE SCHEDULES & DETAILS

FIRE PROTECTION

37. F-001 FIRE ALARM GENERAL NOTES

38. FA101 FIRE ALARM DEMOLITION PLAN

39. FA102 FIRE ALARM PLAN

PLUMBING

40. P-001 PLUMBING NOTES, SYMBOLS & ABBREVIATIONS

41. PD101 PLUMBING DEMOLITION PLAN

42. PP100 PLUMBING PLAN - UNDERGROUND

43. PP101 PLUMBING PLAN

44. PP501 PLUMBING DETAILS

MECHANICAL

45. M-001 MECHANICAL NOTES, SYMBOLS & ABBREVIATIONS

46. MD101 MECHANICAL DEMOLITION PLAN

47. MD121 MECHANICAL DEMOLITION PLAN - FCA ITEMS

48. MH101 HVAC PLAN

49. MH121 HVAC PLAN - FCA ITEMS

50. MP101 PIPING PLAN

51. MI701 MECHANICAL CONTROLS

ELECTRICAL

52. E-001 ELECTRICAL SYMBOLS & GENERAL NOTES

53. ED101 ELECTRICAL DEMOLITION PLAN

54. ED121 ELECTRICAL DEMOLITION PLANS - FCA ITEMS

55. ES101 ELECTRICAL SITE PLAN

56. ES121 ELECTRICAL SITE PLAN - FCA ITEMS

57. EL101 ELECTRICAL LIGHTING PLAN

58. EP101 ELECTRICAL POWER PLAN

59. EP121 ELECTRICAL POWER PLANS - FCA ITEMS

60. ET101 ELECTRICAL SYSTEMS PLAN

61. EE101 ELECTRICAL ONE-LINE DIAGRAM, DETAILS & SCHEDULES

62. EE102 ELECTRICAL SCHEDULES

TELECOMMUNICATIONS

63. T-001 TELECOM LEGEND, ABBREVIATIONS AND NOTES

64. T-101 LEVEL 1 PLAN - TELECOM - DEMO

65. T-102 LEVEL 1 PLAN - TELECOM - NEW WORK

66. T-501 TELECOM DETAILS

Know what's below.

before you dig.Call

R

CEMETERY ADDRESS:

FORT CUSTER NATIONAL CEMETERY

15501 DICKMAN RD

AUGUSTA, MI 49012

U.S. Department of Veterans Affairs

3/24/23

ARCHITECTURAL GENERAL SYMBOLS

SCALE:B2 VIEW NAME

1/8" = 1'-0"

A4

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

C4

AE201

A1

AE305

SIM

A1

AE305

SIM

A1

AE305

SIM

AE505

C3

SIM

A3

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

S

B5

E

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

W1

1t EQUIPMENT TAG

D

NTRUE

NORTH MATCHLINE

GI002

GENERAL NOTES, SYMBOLS, AND

ABBREVIATIONS

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

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

HbB HgC

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

CIVIL LEGEND ABBREVIATIONS

STORM DRAINAGE CLEANOUT

COLUMBARIUM NICHE SECTION

RETAINING WALL

DRAINAGE FLOW ARROW

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 F

OR

T

CU

ST

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N C

BL

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A

ND

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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, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

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

U

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V

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

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

X

XFMR TRANSFORMER

Y

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

Q

QT QUARRY TILE

R

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

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

T

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

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

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

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

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

H

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

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

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

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

E

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

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

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

B

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/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

ARCHITECTURAL ABBREVIATIONS

GENERAL NOTES:

1. THE PROPOSED SITE IMPROVEMENTS FOR 'FORT CUSTER NATIONAL CEMETERY RENOVATE & EXPAND MAINTENANCE BUILDING 3001' INCLUDES, BUT IS NOT LIMITED TO,

● RENOVATION AND EXPANSION OF MAINTENANCE BUILDING 3001.

THE PROJECT IS LOCATED IN KALAMAZOO COUNTY, MICHIGAN.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION IS BASED ON FIELD RUN TOPOGRAPHY BY MONUMENT ENGINEERING, DATED FEBRUARY 2022. THE HORIZONTAL DATUM IS REFERENCED TO US STATE PLANE COORDINATE SYSTEM, NAD83, MICHIGAN SOUTH ZONE 2113, INTERNATIONAL FEET. THE

VERTICAL DATUM IS TO BE REFERENCED TO NAVD88.

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 MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK MUST STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY CAN 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 MINIMIZED 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 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. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT.

9. 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.

10. GORDON - THE LA GROUP JOINT VENTURE DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. 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 ANY 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 - THE LA GROUP JOINT VENTURE SO THAT APPROPRIATE REVISIONS

IF WARRANTED CAN BE MADE TO THE PLANS.

11. GORDON - THE LA GROUP JOINT VENTURE 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.

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

13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.

15. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 11.

16. THE CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF

VETERANS AFFAIRS ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

17. 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. GORDON - THE LA GROUP JOINT VENTURE 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.

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

MAINTENANCE FACILITY (BLDG. #3001)

C O

VE

R

ED

S

TO

R

AG

E

STORAGE

FIRE HYDRANT

GAS

GAL

DIESEL

FUEL

GAL

FLAMMABLE

STORAGE

PUMP

HOUSE

POND

CHAIN-LINK FENCE

CHAIN-LINK FENCE

C H

AI

N

-L

IN

K

FE

N C

E

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

C H

AIN

-LIN

K FEN

C

E

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

ER

(APPROX.)

SANITARY TILE

ABSORPTION FIELD

(APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

ELEC. LINES (APPROX.)

SOIL BORING LEGEND:

APPROXIMATE BORING LOCATION

VL101

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

Fil e P ath : G

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CT

\S

BU

\33

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CU

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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, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

GRAPHICAL SCALE: 1" = 20'

20 10 0 20 40 60

KEY MAP

(NOT TO SCALE)

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.

BENCHMARK NOTE

1. BENCHMARK A: RAILROAD SPIKE IN 18" TREE, 373'± SE OF CENTERLINE RIVER ROAD & 139'±

EAST OF MAINTENANCE YARD. ELEV = 831.07. DATUM:NAVD88

EXISTING LEGEND

LOCATION MAP

CP SET IRON ROD

CP SET IRON ROD

CP SET IRON ROD

SET MONUMENT

SET MONUMENT

BM A

852.67

828.46

830.31

851.99

832.21

831.07

305736.0950

308502.9650

308491.5510

305714.5699

308881.6003

308715.1480

12866612.8260

12866348.1550

12866063.7680

12866462.3700

12866210.3800

12866302.7690

CONTROL POINTS

TOPOGRAPHIC SURVEY NOTES

CONSTRUCTION

ACCESS

FORT CUSTER DR

FORT CUSTER DR

JAMES B EADS RD

JA

MES

B

EA

DS R

D

A

FORT CUSTER DR

FORT CUSTER DR

MAINTENANCE

BUILDING

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

Fil e P ath : G

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BU

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LA

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G

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

(518) 587-8100

Integrity Federal Services, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

GC100

CONSTRUCTION SEQUENCING

PLAN

GRAPHICAL SCALE: 1" = 100'

100 50 0 100 200 300

A

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GRAPHIC LEGEND:

AREA A

RENOVATION AND EXPANSION OF

MAINTENANCE BUILDING 3001

SEQUENCE OF CONSTRUCTION:

1. PREPARE AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN, PROJECT

SCHEDULE, TRAFFIC CONTROL PLAN, NETWORK ANALYSIS SYSTEM IN

ACCORDANCE WITH SPECIFICATION 01 32 16.13 TO THE RESIDENT

ENGINEER/CONTRACTING OFFICER REPRESENTATIVE (RE/COR).

2. CONFIRM ALL APPLICABLE LOCAL, STATE AND REGULATIVE AGENCY PERMITS ARE

ACQUIRED PRIOR TO CONSTRUCTION AND THE CONDITIONS OF ALL APPLICABLE

PERMITS ARE COMPLIED WITH THROUGHOUT CONSTRUCTION.

3. INSTALL TEMPORARY CONSTRUCTION FENCING AND TEMPORARY SIGNAGE. SEE

FENCE DETAIL 3/GC501 AND SIGNAGE DETAILS 6/CT501 & 7/CT501.

4. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROLS FOR THE WORK

AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE

START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND

SEDIMENT CONTROL PLAN.

5. COMPLETE WORK IN EACH AREA AS FOLLOWS (LIST IS NOT INTENDED TO BE ALL

INCLUSIVE):

AREA A CONSISTS OF THE FOLLOWING:

1. REMOVAL OF EXISTING CONCRETE SIDEWALK, PAVEMENT, & FENCING.

2. REMOVAL OF PORTION OF MAINTENANCE BUILDING

3. INSTALLATION OF ASPHALT PAVEMENT AND CONCRETE SIDEWALKS.

4. RENOVATION AND EXPANSION OF MAINTENANCE BUILDING.

5. CONSTRUCTION OF NEW CONCRETE SIDEWALK.

6. SOD DENUDED AREAS AND STABILIZE ALL AREAS WITHIN THE LIMITS OF

CONSTRUCTION.

GENERAL SEQUENCING REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM PERFORM THE TRACING AND MARKING OF ALL THE EXISTING ONSITE BELOW GRADE IMPROVEMENTS WITHIN OR

ADJOINING THE CONTRACTOR WORK AREAS FOR THE PROJECT, WALK THE CONSTRUCTION AREAS

WITH THE RE/COR AND, IF REQUESTED BY THE RE/COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL

PAINT MARKINGS UPON COMPLETION OF WORK.

2. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN ONGOING

SERVICES AT THE COMMITTAL SERVICE SHELTERS OR CHAPEL

3. CONTRACTOR'S PRIMARY STAGING AREA FOR OPERATION WILL BE ADJACENT TO THE CONSTRUCTION AREA THAT IS CURRENTLY ACTIVE AT ANY GIVEN TIME, WITHIN THE WORK AREA IDENTIFIED ON THE

CONTRACT DOCUMENTS.

4. THE CONTRACTOR MAY REQUEST LIMITED USE OF OPEN AREAS THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH OPEN AREAS MUST APPROVED BY THE RE/COR AND MUST BE

DETERMINED TO BE OUT OF THE WAY OF DAILY OPERATIONS.

5. THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE TRAFFIC CONTROL AND SIGNAGE TO SAFELY

REROUTE THE PUBLIC AND STAFF DURING DURING EXISTING CEMETERY ROAD CLOSURES.

6. ALL SIGNAGE AND TRAFFIC MARKINGS INCLUDING CONSTRUCTION SIGNAGE SHALL COMPLY WITH THE

MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

7. EXISTING FACILITIES DAMAGED BY CONTRACTOR DURING CONSTRUCTION OPERATIONS SHALL BE

REPLACED BY CONTRACTOR TO APPLICABLE AGENCY STANDARDS.

8. THE CONTRACTOR WILL BE RESPONSIBLE FOR GRADING ALL AREAS TO ENSURE POSITIVE DRAINAGE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND LEGAL OFFSITE DISPOSAL OF ALL

WASTE MATERIAL GENERATED BY CONSTRUCTION.

10. THE CONTRACTOR MUST KEEP ALL EXISTING STREETS CLEAN AND CLEAR OF CONSTRUCTION RELATED DEBRIS AND EQUIPMENT AT ALL TIMES. OFF - SITE TRACKING OF CONSTRUCTION SITE SEDIMENTS OR OTHER SUBSTANCES SHALL NOT BE ALLOWED. CONSTRUCTION SITE ENTRANCE/EXIT STABILIZATION

MEASURES, ALONG WITH FREQUENT ADJACENT STREET SWEEPING OR CLEANING OF EQUIPMENT

WASH RACK AREAS, SHALL BE EMPLOYED TO PREVENT OFF-SITE TRACKING AND TO CONTROL THE GENERATION OF FUGITIVE DUST. OFF - SITE TRACKING CONTROLS WILL BE REQUIRED TO PROTECT ROADS AND FACILITIES WITH EXISTING CEMETERY PROPERTY AS WELL AS EXTERIOR ROADS AND

FACILITIES.

11. WHEREVER EXCAVATION FOR NEW UTILITY LINES CROSS EXISTING ROADS, AT LEAST ONE LANE MUST BE OPEN TO TRAFFIC AT ALL TIMES. FLAGGING PERSONNEL SHALL BE PROVIDED FOR SUCH INSTANCES OF ROAD WORK. WHERE EXISTING ROADS ARE BEING REMOVED, MODIFIED OR NEW ROADS ARE BEING

CONSTRUCTED, PROVIDE TEMPORARY ACCESS ROADS, FLAGGERS, AND /OR SIGNAGE TO SAFELY

MAINTAIN TRAFFIC FLOW AND VEHICULAR ACCESS TO AND FROM FUNCTIONING AREAS.

12. IN THE EVENT THAT ELECTRICAL POWER ON SITE WILL BE REQUIRED TO BE SHUT OFF FOR IMPROVEMENTS THE CONTRACTOR SHALL NOTIFY THE RE/COR AND CEMETERY DIRECTOR. SHUT OFF OF ELECTRICAL POWER MUST BE COORDINATED WITH AND APPROVED BY THE RE/COR AND CEMETERY DIRECTOR. THE CONTRACTOR MUST MAKE REASONABLE EFFORTS TO COMPLETE WORK AND LIMIT THE

TIME THAT THE CEMETERY GOES WITHOUT ELECTRICAL POWER.

13. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL OF TEMPORARY FACILITIES REQUIRED BY THIS SEQUENCING PLAN AND BY THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL RESTORE ALL GRADES, LANDSCAPING, IRRIGATION, UTILITIES, SIDEWALK, CURB AND PAVEMENT ALTERED OR DAMAGED BY INSTALLATION OF USE OF TEMPORARY FACILITIES BACK TO THEIR PRE-CONSTRUCTION CONDITION OR TO THE PROPOSED CONDITION WHERE SPECIFIED BY THE CONTRACT DOCUMENTS.

MAINTENANCE OF TRAFFIC

1. PREPARE A CONSTRUCTION TRAFFIC CONTROL PLAN IN ACCORDANCE WITH PART 1.16 USE OF

ROADWAYS IN SPECIFICATION SECTION 01 00 01 GENERAL REQUIREMENTS.

2. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE PUBLIC ACCESS TO THE

CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE RE/COR.

4. MAINTAIN ONE LANE OF TRAFFIC ON EXISTING CEMETERY ROADS OPEN TO THE PUBLIC AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED BY THE RE/COR.

5. CONTRACTOR SHALL ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE

WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

6. ROADWAY ACCESS TO THE ADMINISTRATION BUILDING AND MAINTENANCE YARD SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION, INCLUDING PAVING OPERATIONS. ONE LANE CLOSURES AND THE

USE OF FLAGMEN IS ACCEPTABLE.

CONTRACTOR STAGING/STORAGE AREAS:

SEE PLAN (THIS SHEET) AND EROSION & SEDIMENT CONTROL PLAN (SHEET GC101)

FOR AREAS FOR POTENTIAL USE BY CONTRACTOR AS STAGING/STORAGE/

PARKING/JOB TRAILER SPACE (SYMBOL ). CONTRACTOR TO CONFIRM

WITH RE/COR & CEMETERY STAFF AT THE BEGINNING OF THE PROJECT.

CONTRACTOR

STAGING/

STORAGE

AREAS (SEE NOTE)

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

MAINTENANCE

BUILDING

EXPANSION

TEMPORARY

WORK TRAILER

+/-1,400 SF

UGE

UGE UGE

UG

E

UG

E

UG

E

UGE

UGE UGE UGE

UG

E

UG

E

UG

E

MAINTENANCE FACILITY (BLDG. #3001)

C O

VE

R

ED

S

TO

R

AG

E

ASPHALT

PAVEMENT

C H

AIN

-LIN

K FEN

C

E

DOUBLE-LEAF

GATE

CONCRETE

PAVEMENT

SANITARY SEWER

(APPROX.)

ELEC./TELEPHONE

LINES (APPROX.)

ELEC./TELEPHONE

LINES (APPROX.)

SANITARY SEW

ER

(APPROX.)

SANITARY TILE

ABSORPTION FIELD

(APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

ELEC. LINES (APPROX.)

CS

CE

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

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

CF

CF

CF

CG

CG

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

CONTRACTOR

STAGING/

STORAGE

AREA (SEE NOTE)

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 F

OR

T

CU

ST

ER

N C

BL

DG

A

ND

R

OA

DS

\E

NG

IN

\P

LA

NS

\90

9C M3

8\G

C1

.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, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

GC101

EROSION AND SEDIMENT

CONTROL PLAN

GRAPHICAL SCALE: 1" = 10'

10 5 0 10 20 30

CE

KEY NO. DESCRIPTION DETAIL/PG.

TEMPORARY STONE ACCESS DRIVE

SF SILT FENCE

E&S KEY NOTE LEGEND:

SF

STONE CONSTRUCTION ENTRANCE

REINFORCED SILT FENCE

E&S GRAPHIC LEGEND:

CS COMPOST SOCK CONCRETE WASHOUT

COMPOST SOCK CONCRETE WASHOUT

1 INSTALL TEMPORARY 18" DIA. CULVERT

LIMITS OF CONSTRUCTION

TEMPORARY CULVERT

CHAIN-LINK CONSTRUCTION FENCINGX X

CF CHAIN-LINK CONSTRUCTION FENCING

CG DOUBLE-LEAF GATE FOR CONSTRUCTION FENCING

CONTRACTOR STAGING/STORAGE AREAS:

SEE PLAN (THIS SHEET) AND CONSTRUCTION SEQUENCING PLAN (SHEET GC100) FOR

AREAS FOR POTENTIAL USE BY CONTRACTOR AS STAGING/STORAGE/PARKING/JOB

TRAILER SPACE (SYMBOL ) . CONTRACTOR TO CONFIRM WITH RE/COR &

CEMETERY STAFF AT THE BEGINNING OF THE PROJECT.

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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

RENOVATE & EXPAND

MAINTENANCE BUILDING 3001Leo A Daly

(202) 861-4600

Fil e P ath : G

:\P

RO

JE

CT

\S

BU

\33

-1

1 F

OR

T

CU

ST

ER

N C

BL

DG

A

ND

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IN

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LA

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8\G

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.D W

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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, Inc.

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

(304) 725-8456

Above Group, Inc.

(321) 345-9026

GC501

EROSION AND SEDIMENT CONTROL

NOTES & DETAILS

EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL

BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE

AT ALL TIMES.

2. AT LEAST 2 FULL BUSINESS DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, MISS DIG SYSTEM, INC. SHALL BE NOTIFIED AT

1-800-482-7171 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE

PROVIDED ON THE PLAN DRAWINGS.

4. PRIOR TO COMMENCING CLEARING AND GRADING, CONTRACTOR TO INSTALL PERIMETER EROSION

AND SEDIMENT CONTROLS.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMP'S SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF WORK BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED BEFORE

CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT

APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND

SEDIMENT POLLUTION.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR

DISPOSED OF IN ACCORDANCE WITH THE LOCAL/STATE REGULATIONS.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE APPROPRIATE

GOVERNING AUTHORITY FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN

FILL.

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S SHALL BE MAINTAINED IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED WITHIN 24 HOURS. IF THE E&S BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS OF THOSE

INSTALLED WILL BE REQUIRED TO BE IMPLEMENTED WITHIN 48 HOURS.

15. A LOG SHOWING DATES THAT E&S BMP'S WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO

REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

DITCH, STORM SEWER, OR SURFACE WATER.

17. ALL SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE

PLAN DRAWINGS.

18. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES, 6 TO 12 INCHES ON COMPACTED SOILS, PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN

THICKNESS.

21. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH

THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

22. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

23. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

24. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER

OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST

ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO

SLUMPING, SLIDING, OR OTHER MOVEMENTS.

25. E&S BMP'S SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE

APPROPRIATE GOVERNING AUTHORITY.

26. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP'S

MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER

MANAGEMENT BMP'S. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMP'S SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH

REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

27. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN

NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

28. THE SOIL EROSION WILL BE MAINTAINED WEEKLY AND AFTER EVERY STORM EVENT BY THE

CONTRACTOR.

NOT TO SCALE

COMPOST SOCK CONCRETE WASHOUT2

PLAN SECTION

COMPOST FILTER SOCK. 4' MIN. OVERLAP ON

UPSLOPE SIDE OF FILTER RING

DIRECT CONCRETE WASHOUT WATER INTO FILTER

RING

2"x2"x48" WOODEN STAKES PLACED 5' O.C.

2"x2"x48" WOODEN STAKES

PLACED 5' O.C.

MAXIMUM DEPTH OF CONCRETE WASHOUT WATER IS

50% OF FILTER RING HEIGHT

24" DIA. COMPOST FILTER SOCK

10 MIL PLASTIC LINING

NOT TO SCALE

SOIL EROSION AND SEDIMENTATION CONTROL DETAILS1

MI

NI

MU

M)

SCALE: NTS

CONSTRUCTION FENCE WITH PRIVACY SCREENING3

CONSTRUCTION FENCE NOTES:

1. BEFORE CONSTRUCTION OPERATIONS BEGIN, THE CONTRACTOR SHALL PROVIDE A CHAIN

LINK CONSTRUCTION FENCE, SEVEN FEET MINIMUM HEIGHT, AROUND AREAS OF ACTIVE

CONSTRUCTION. THE TEMPORARY FENCING SHALL ENCOMPASS THE CONSTRUCTION WORK

AREA(S) TO SERVE AS A PEDESTRIAN BARRIER TO ALERT CEMETERY PATRONS OF THE

CONSTRUCTION SITE. THE CONSTRUCTION FENCE SHALL BE PROVIDED WITH PRIVACY

SCREENING MATERIALS TO PRODUCE A VISUAL BARRIER TO THE PUBLIC FROM THE ADJOINING

CEMETERY INTO THE CONTRACTOR WORK AREAS. THE VISUAL BARRIER SHALL ACCOMMODATE

WIND LOADING WITHOUT CAUSING THE FENCE TO BEND OR FALL OVER.

2. PROVIDE GATES AS REQUIRED FOR ACCESS WITH NECESSARY HARDWARE, INCLUDING HASPS

AND PADLOCKS.

3. FASTEN FENCE FABRIC TO TERMINAL POSTS WITH TENSION BANDS AND TO LINE POSTS AND

TOP AND BOTTOM RAILS WITH TIE WIRES SPACED AT MAXIMUM 15 INCHES.

4. BOTTOM OF FENCES SHALL EXTEND TO ONE INCH ABOVE GRADE. REMOVE THE FENCE WHEN

DIRECTED BY RE/COR.

5. DETAIL PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. FENCING WITH EQUIVALENT

FORM/FUNCTION SHALL BE SUBMITTED AND CONSIDERED FOR APPROVAL.

BOTTOM OF FENCE

TO 1" ABOVE GRADE

NOTCHED & WELDED NOTCHED & WELDEDWIRE TIES

MA

XI

MU

M)

MA

XI

MU

M) GALVANIZED STEEL

TUBE

FASTEN FENCE FABRIC AT TERMINAL

POSTS WITH TENSION BANDS

SPACED AT MAXIMUM 15 INCHES.

FASTEN FENCE FABRIC TO

TOP/BOTTOM RAILS & LINE POSTS

WITH TIE WIRES SPACED AT

MAXIMUM 15 INCHES.

GALVANIZED STEEL

TUBE

STEEL FEET, BLOCKS OR OTHER

ACCEPTABLE MEANS OF SUPPORT

O

VE

R

ED

S

TO

R

AG

E

STORAGE

FIRE HYDRANT

GAS

GAL

DIESEL

FUEL

GAL

FLAMMABLE

STORAGE

PUMP

HOUSE

POND

CHAIN-LINK FENCE

CHAIN-LINK FENCE

C H

AI

N

-L

IN

K

FE

N C

E

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

ASPHALT

PAVEMENT

C H

AIN

-LIN

K FEN

C

E

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

ER

(APPROX.)

SANITARY TILE

ABSORPTION FIELD

(APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

W

ATER LINE (APPROX.)

ELEC. LINES (APPROX.)

34.4'

28'

40'

7.7'

5.1'

9.2'

19.9'

12.8'

LEGEND:

REMOVE ASPHALT PAVEMENT (INCLUDES ALL

PAVEMENT COURSES AND AGGREGATE BASES)

REMOVE CONCRETE PAVEMENT

(INCLUDES ALL AGGREGATE BASES)

REMOVE EX. BUILDING (REFER TO ARCHITECTURAL

DRAWINGS FOR BUILDING DEMOLITION PLANS)

SAW CUT EX. ASPHALT & CONCRETE

EXISTING SITE FEATURES TO BE REMOVED (SEE

KEYNOTE)

EXISTING SITE FEATURES TO BE REMOVED (SEE

KEYNOTE)

LIMITS OF WORK

NOTES:

CD101

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

KALAMAZOO COUNTY, MICHIGAN

909CM3028

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