Project 655-22-202 Drawings.pdf

WEISS STREET

C & O RAILROAD

W T R

M A

IN

W T R

M A

IN

J

SAGINAW VA MEDICAL CENTER

#655-22-202

DEPARTMENT OF VETERANS AFFAIRS

1500 WEISS STREET

SAGINAW, MI 48602

REMOVAL OF UST AND REPLACEMENT WITH

AST FOR GENERATOR IN BUILDING 19

G E N E R A L N O T E S

A. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

B. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTING OFFICER

REPRESENTATIVE.

C. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

D. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF CONSTRUCTION ACTIVITIES. THE CONTRACTING OFFICER REPRESENTATIVE RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

E. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND FEDERAL AUTHORITIES, RULES AND REGULATIONS.

F. THESE DOCUMENTS SHOW DESIGN INTENT WITH MINIMUM CONSTRUCTION REQUIREMENTS AND MINIMUM QUALITY OF WORK EXPECTED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION

AND EXPECTED QUALITY.

G. ALL MATERIALS UTILIZED ON THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED TO BE SALVAGED AND REFURBISHED.

MATERIAL QUALITY SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS.

H. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VARYING ALL REQUIRED ROUGH OPENINGS AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER AND C.O.R. PRIOR TO CONSTRUCTION.

I. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES APPARATUSES IMPACTING NEW CONSTRUCTION. DETERMINE EXACT SIZE AND LOCATION OF PENETRATION WITHIN NEW CONSTRUCTION, TIGHTLY SEAL AND CAULK.

J. GENERAL CONTRACTOR SHALL HOST SUBMITTAL EXCHANGE SOFTWARE FOR THE DURATION OF THE PROJECT.

E X I S T I N G U T I L I T I E S

A. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM INVESTIGATIONS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO BE EXACT LOCATIONS NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY UTILITIES IN THE AREA.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AT EACH WORK LOCATION.

B. PROVIDE ALL SHORING, PLATE STEEL, AND BARRICADES REQUIRED FOR EXCAVATION AND DEMOLITION PROCESS. EXCAVATION

SHALL NOT UNDERMINE EXISTING FOUNDATIONS.

C O N T R A T O R L A Y D O W N A R E A

A. CONTRACTOR SHALL PROVIDE A FENCE AROUND THE CONSTRUCTION AREA PER GENERAL REQUIREMENTS SPECIFICATION.

B. MAINTAIN ACCESS TO ENERGY CENTER (CURVED DRIVEWAY) AND MAIN HOSPITAL LOOP.

C. ENERGY CENTER DRIVEWAY MAY TEMPORARILY BE USED FOR EQUIPMENT - NOTIFY C.O.R. FOR APPROVAL.

PROJECT LOCATION

LAY DOWN

AREA

CONSTRUCTION

FENCE

MAINTAIN ACCESS

M A

IN

T

A

IN

A C

C E

S S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /S a g in a w V

A

B u ild in g

U

S T

/F F

E S a g in a w

B u ild in g

U

S T

B rv t

/1

/2

:1

:2

P

M

GI001

COVER SHEET

03/14/2023 PQ TD

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST. SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

DRAWING LIST

GENERAL

GI001 COVER SHEET

CIVIL

CI001 CIVIL ABBREVIATIONS, SYMBOLS, AND MATERIALS LEGEND

CE101 SEDIMENT CONTROL PLAN

CD101 DEMOLITION PLAN

CS101 HORIZONTAL CONTROL PLAN

CG101 VERTICAL CONTROL PLAN

CU101 OVERALL UTILITY PLAN

CI501 SEDIMENT CONTROL DETAILS

STRUCTURAL

S101 FOUNDATION PLAN AND DETAILS

ARCHITECTURE

A101 FLOOR PLAN

A401 ENLARGED SECTIONS, ELEVATIONS, AND DETAILS

MECHANICAL

M001 MECHANICAL LEGEND

MD100 MECHANICAL DEMOLITION PLAN

MH100 MECHANICAL NEW WORK PLAN

M600 MECHANICAL SCHEDULES

M601 FUEL DIAGRAM AND CONTROLS

ELECTRICAL

E001 LEGEND

EP001 ELECTRICAL PLAN

NTS

B

CAMPUS PLAN

N

NTS

A

3D View

No. Revisions: Date:

BID DOCUMENTS 03/14/2023

NTS

C

CONTRACTOR LAY DOWN AREA

N

N

10/25/2023

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

CIVIL ABBREVIATIONS, SYMBOLS, AND

MATERIALS LEGEND

CI001

1 9

GJVRID

LINETYPE LEGEND

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

CONSTRUCTION FENCE (CF)

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOWLINE

LINEAR FEATURE - DEMOLITION

LIMITS OF CONSTRUCTION

NATURAL GAS - EXISTING

NATURAL GAS

SANITARY SEWER - EXISTING

SANITARY SEWER

SEDIMENT CONTROL LOG

SILT FENCE (SF)

STORM SEWER - EXISTING

STORM SEWER

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR

MINOR CONTOUR - EXISTING

MINOR CONTOUR

PROPERTY LINE

PROPERTY SETBACK/EASMENT

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

CONTOUR LABEL - EXISTING

CONTOUR LABEL

W

SYMBOL LEGEND

BENCHMARK/ELEVATION

CHECK DAM (CD)

EQUIPMENT, ELECTRICAL

FIRE HYDRANT

CLEAN OUT

CONCRETE WASHOUT AREA (CWA)

CULVERT PROTECTION (CP)

CURB SOCK (CS)

HANDICAP PARKING

IRRIGATION CONTROL BOX

INLET PROTECTION (IP)

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELEPHONE/COMMUNICATION

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

SEDIMENT CONTROL BMP

TRANSFORMER

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

VEHICLE TRACKING CONTROL (VTC)

WELL

E

S

D

W

MATERIALS LEGEND

AREA OF DEMOLITION

CONCRETE

FLOODPLAIN

FLOODWAY

GRASSED AREA

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

E

G

SS

SD x

GAS

GASx

SS x

WTRx

WTR

SD

X X

EO x

EO

EU x

EU

TELOx

TELO

TELUx

TELU

FO

FO x

CTV

CTVx

SF

T

SCL

E

X X X X X X X X X X X

ABBREVIATIONS

ABC AGGREGATE BASE COURSE

ABA ARCHITECTURAL BARRIERS ACT

ADA AMERICANS WITH DISABILITIES

ACT

APA AMERICAN PLYWOOD

ASSOCIATION

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASPH ASPHALT

AST ABOVEGROUND STORAGE TANK

AWG AMERICAN WIRE GAUGE

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BCV BUTTERFLY CHECK VALVE

BF BOTTOM FACE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BM BEAM OR BENCHMARK

BRG BEARING

BV BALL VALVE

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON

PIPE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT/CONTRACTING

OFFICER

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CS CONTROL SOCK

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

F FIRE LINE; FEMALE; FAHRENHEIT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FLG FLANGE

FL FLOW LINE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

FTG FOOTING

FMH FUEL MANHOLE

G GROUND OR NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GEN GENERATOR

GIP GALVANIZED IRON PIPE

GPD GALLONS PER DAY

GT GREASE TRAP

GTV GATE VALVE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP/HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER

INCL INCLUDED

INFO INFORMATION

INV INVERT

IP IRON PIPE

IRREG IRREGULAR

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE

PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PMPSCT PUMP SUCTION

PE POLYETHYLENE (PLASTIC)

PP POLYPROPYLENE (PLASTIC)

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE

OR PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS OR RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REQ REQUIRE

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RV RELIEF VALVE

RW ROADWAY

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SCL SEDIMENT CONTROL LOG

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SJ SCORED JOINT

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPKLR SPRINKLER

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER

SSP STAINLESS STEEL PIPE

STA STATION

STD STANDARD

STM STEAM/STORM

SURF SURFACE

SURV SURVEY

SWR SEWER

SYM SYMBOL

TAN TANGENT

TELE TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TBC TOP BACK OF CURB

TOW TOP OF WALL

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

UST UNDERGROUND STORAGE TANK

UTIL UTILITY

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

VTC VEHICLE TRACKING CONTROL

W WASTE, WEST, OR WIDE

WP WATER PUMP

WTR WATER

CS

CS

SCL

SCL

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

SEDIMENT CONTROL PLAN

CE101

2 9

GJVRID

N

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES

1. MAINTAIN SEDIMENT CONTROL AT INDICATED LIMITS OF

CONSTRUCTION FOR PROJECT DURATION.

2. SEE SHEET CI501 FOR SEDIMENT CONTROL DETAILS.

3. REMOVE AND RESEED/MULCH ALL STOCK PILES,

STORAGE/STAGING AREAS AND VEHICLE TRACKING CONTROL

PADS AT THE COMPLETION OF CONSTRUCTION.

EROSION CONTROL BMP LEGEND

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

RRC RRB FOR CULVERT PROTECTION

SF SILT FENCE

CWA CONCRETE WASHOUT AREA

IP INLET PROTECTION

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

CS CURB SOCK

SCL SEDIMENT CONTROL LOG

SYMBOL LEGEND

CONCRETE WASHOUT AREA (CWA)

FLOW DIRECTION

LIMITS OF CONSTRUCTION

SEDIMENT CONTROL BMP TAG

SEDIMENT CONTROL LOG

SEEDING AND MULCHING

SILT FENCE

SCL

# KEY NOTES

1. TEMPORARY FUEL TANK WITH DOUBLE WALL CONSTRUCTION

FOR SPILL CONTAINMENT. SPILL RESPONSE KIT/BARREL TO

BE LOCATED NEAR TANK. MAINTAIN ANY CLEARANCES

REQUIRED BY TANK SUPPLIER OR APPLICABLE CODE.

SF

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

D F

X X

X X

X X

X X

X X

X X

X X

X X

X X

X X

3 1

23.17'

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

DEMOLITION PLAN

CD101

3 9

GJVRID

N

0' 20'10'

SCALE: 1" = 10'

SHEET NOTES

1. TIME CUTTING OF ASPHALT TO COINCIDE WITH INSTALLATION

OF PAVING

# KEY NOTES

1. REMOVE UNDERGROUND STORAGE TANK, ALONG WITH

ASSOCIATED PIPING AND WIRING.

2. CLEAR AREA OF VEGETATION.

3. EXISTING ELECTRICAL GEAR, SHORE UP ADJACENT SOIL TO

PREVENT UNDERMINING OF FOUNDATION.

4. REMOVE EXISTING FENCE AND FOUNDATIONS.

5. SEE MECHANICAL DRAWINGS FOR EXTENT OF FUEL PIPING

DEMOLITION AT BUILDING 19 WALL.

6. CONTRACTOR TO VERIFY USAGE OF ELECTRICAL LINES

BEFORE REMOVAL.

N:708975.51 E:13230674.21

N:708967.51 E:13230636.87

N:708993.88 E:13230632.74

N:708975.94 E:13230627.32

N:708965.43 E:13230677.70

N:708959.18 E:13230678.12

18'

.0

0'

N:708970.51 E:13230651.89

N:708962.51 E:13230663.87

.0

0'

37.33'

.7

8'

8.48'

8.31'

6.61'

1.44'

4.46'

APPROXIMATE LOCATION OF FUTURE CURB

COORDINATE WITH ADJACENT ATRIUM PROJECT

SHEET NOTES:

1. ENCLOSURE IS CONSIDERED MISSION CRITICAL FOR THE VA

PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL.

2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE

NOTED.

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

HORIZONTAL CONTROL PLAN

CS101

4 9

GJVRID

N

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. MANUAL BARRIER SEE SPECIFICATIONS FOR INSTALLATION.

2. ABOVE GROUND STORAGE TANK.

3. FOUNDATION PEDESTAL FOR ABOVE GROUND STORAGE

TANK. SEE STRUCTURAL PLANS FOR ADDITIONAL

INFORMATION.

4. COORDINATE WITH ADJACENT ATRIUM PROJECT FOR EXACT

LOCATION OF CANOPY STRUCTURE AND NEW CURB

ALIGNMENT.

5. CONTRACTION JOINT LINE.

6. INSTALL VEHICLE BOLLARD SEE DETAIL ON SHEET CI501,

BOLLARD TO BE OMITTED IF ADJACENT ATRIUM PROJECT

CURB AND GUTTER IS UNDER CONSTRUCTION.

609.26TBC

608.89TBC

8.

FG

8.7

FG

608.14FG

607.73FG

607.91FG

8.

FG 60

8.

FG

7.3

FG

609.3 TW

607.3 TF

8.5

FG

APPROXIMATE LOCATION OF FUTURE CURB

COORDINATE WITH ADJACENT ATRIUM PROJECT

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

VERTICAL CONTROL PLAN

CG101

5 9

GJVRID

N

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. MANUAL BARRIER SEE SPECIFICATIONS FOR INSTALLATION.

2. ABOVE GROUND STORAGE TANK.

3. MATCH EXISTING ELEVATION AT TOP BACK OF CURB.

4. WALL SCUPPER AT LOW POINT. SEE STRUCTURAL DRAWINGS

FOR CMU DETAILS.

5. FOUNDATION PEDESTAL FOR ABOVE GROUND STORAGE

TANK SEE STRUCTURAL DRAWING FOR DETAILS.

6. CONCRETE SLAB TO MATCH ADJACENT EXISTING GRADE.

7. CONCRETE SLAB

8. COORDINATE WITH ADJACENT ATRIUM PROJECT FOR EXACT

LOCATION OF CANOPY STRUCTURE AND NEW CURB

ALIGNMENT.

9. INSTALL VEHICLE BOLLARD SEE DETAIL ON SHEET CI501,

BOLLARD TO BE OMITTED IF ADJACENT ATRIUM PROJECT

CURB AND GUTTER IS UNDER CONSTRUCTION.

APPROXIMATE LOCATION OF FUTURE CURB

COORDINATE WITH ADJACENT ATRIUM PROJECT

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

OVERALL UTILITY PLAN

CU101

6 9

GJVRID

N

0' 20'10'

SCALE: 1" = 10'

# KEY NOTES

1. MANUAL LIFT GATE SEE ARCHITECTURAL PLANS.

2. ABOVE GROUND STORAGE TANK.

3. CONCRETE ENCASE AND/OR SLEEVE ALL EXISTING

CONDUITS.

4. FUEL PIPING-BUILDING PENETRATIONS PER ARCHITECTURAL

AND MECHANICAL PLANS.

5. FOUNDATION PEDESTAL FOR ABOVE GROUND STORAGE

TANK. SEE STRUCTURAL PLANS FOR ADDITIONAL

INFORMATION.

6. INSTALL VEHICLE BOLLARD SEE DETAIL ON SHEET CI501,

BOLLARD TO BE OMITTED IF ADJACENT ATRIUM PROJECT

CURB AND GUTTER IS UNDER CONSTRUCTION.

SHEET NOTES:

1. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL INFORMATION

ON ELECTRICAL EQUIPMENT.

2. SEE SHEET CU101 FOR SEWER LINE PLAN AND PROFILE

3. MAINTAIN MINIMUM 3' COVER ON ALL WATER LINES.

4. PROVIDE DETECTABLE WARNING TAPE AT ALL UTILITIES.

CURB SOCK INSTALLATION NOTES

1. PLACE SOCKS UP GRADIENT OF INLET FLUSH WITH CURB.

2. USE NO FEWER THAN (2) 6" DIAMETER SOCKS IN SEQUENCE, UP GRADIENT OF INLET. NO

FEWER THAN 6 SOCKS SHALL BE USED IF THE 4" SIZE IS CHOSEN.

3. MAINTAIN SEDIMENT CONTROL MEASURES AT ALL TIMES DURING EARTH DISTURBING

ACTIVITIES.

INLET

FLOW

3'-0"

6" A

T C

U R

BS

3/4" GRAVEL

1/4" MESH OR BURLAP

WIRE TIE ENDS

.0

0°

2.50

SCALE:1 CURB SOCK DETAIL

NOT TO SCALE

SIDEWALK NOTES

1. LOCATE EXPANSION JOINTS WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES.

2. PROVIDE ONE-HALF INCH BITUMINOUS JOINT FILLER EXPANSION JOINT LOCATIONS TO EXTEND THE FULL DEPTH OF THE CONCRETE.

3. PLACE 1" DEEP CONTRACTION JOINTS AT INTERVALS OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" RADIUS.

5. SCORED JOINTS SHALL BE 1/4" DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT

CURB.

6. FINISH CONCRETE BY MEANS OF A FLOAT, STEEL TOWEL AND BROOM WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' OR EQUAL TO SIDEWALK WIDTH.

8. CONTRACTION JOINTS ARE REQUIRED AT 5-FT INTERVALS WITH EXPANSION JOINT (MIN. 1/2" THICK PREMOLDED BITUMINOUS MATERIAL) SPACING NOT TO

EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, AND WHEELCHAIR RAMPS.

9. SIDEWALKS 10-FT. AND WIDER SHALL HAVE LONGITUDINAL CONTRACTION JOINT(S) AT 5-FT ON CENTER.

MEANDERING CONCRETE SIDEWALK

60' MAX.

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

SEE NOTE 7

SE

E

PL

AN

SE

E

PL

AN

PLAN

COMPACTED

SUBGRADE

CURB & GUTTER

(IF APPLICABLE)

SEE PLANSEE PLAN

1% MIN.

2%MAX.

4" 4000 PSI PORTLAND

CEMENT CONCRETE (PCC)

SCALE:2 CONCRETE SIDEWALK

NOT TO SCALE

SEE PLANS FOR WIDTH

CONCRETE SIDEWALK ADJACENT TO CURB & GUTTER

3/

4" (T

YP

MIN 2" OF GRANULAR BASE ROCK

(COMPACT TO MIN. 95% MAX DRY

DENSITY PER ASTM D698)

1% MIN.

2%MAX.

SEE PLANS FOR CURB

& GUTTER TYPE

SEE NOTE 2 SEE NOTE 2

A TOOLED JOINT IS REQUIRED WHEN THE

CURB AND SIDEWALK ARE POURED

SEPARATELY OR MONOLITHICALLY.

MIN 2" OF GRANULAR BASE ROCK

(COMPACT TO MIN. 95% MAX DRY

DENSITY PER ASTM D698)

COMPACTED

SUBGRADE

1/4" R. (TYP.) FORMED

JOINTS ONLY

1/4" [6mm] DEEP

SCORED JOINTS

EXPANSION JOINT WITH

1/4" BITUMINOUS JOINT

FILLER

1" SCORED OR SAWCUT

CONTRACTION JOINT.

CLASS "B" CONCRETE

TOP OF CURB

6" 4000 PSI PORTLAND

CEMENT CONCRETE (PCC)

SUBGRADE

(COMPACT TO MIN. 95% MAX.

DRY DENSITY PER ASTM D698)

CONTRACTION JOINT (TYP)

BROOM FINISH

6" OF 1"-0 GRANULAR BASEROCK

(COMPACT TO MIN. 95% MAX DRY

DENSITY PER ASTM D698)

CONCRETE PAVEMENT NOTES

1. SEE PLANS FOR LOCATIONS OF CONCRETE PAVEMENT(S).

2. PCC CONSTRUCTION SHALL CONFORM TO PORTLAND CEMENT ASSOCIATION (PCA) SPECIFICATIONS, UNLESS OTHERWISE SPECIFIED.

3. MAXIMUM JOINT SPACING IS 15 FEET BY 15 FEET.

4. PROPOSED JOINT PATTERN SHALL BE PREPARED BY CONTRACTOR AND SUBMITTED TO ER/COR FOR REVIEW AND APPROVAL PRIOR TO PLACING

PCC.

5. DEPTH OF JOINTS SHALL BE MINIMUM OF 1/3 TO MAXIMUM 1/2 THE PAVEMENT THICKNESS.

6. DESIGN SUBGRADES SHALL BE COMPACTED AND PROOF-ROLLED PRIOR TO PLACEMENT OF BASEROCK. IF SUBGRADE PASSES PROOF-ROLL BUT

FAILS DENSITY TESTING, INSTALL MIN. 4.5 OZ NON-WOVEN GEOTEXTILE FABRIC ON SUBGRADE PRIOR TO PLACEMENT OF BASEROCK. FAILURE OF PROOF-ROLL WILL REQUIRE OVEREXCAVATION OR REPAIR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER OR ER/COR.

7. IF SUBGRADE FAILS THE PROOF-ROLL, SUBGRADE SHALL BE OVEREXCAVATED TO FIRM AND UNYIELDING SOIL AND BACKFILLED WITH COMPACTED BASEROCK OVER MIN. 8.0-OZ. NON-WOVEN FABRIC AS REQUIRED TO ALLOW COMPACTION OF UPPER (DESIGN) BASEROCK SECTION AND TO MAINTAIN STRUCTURAL INTEGRITY OF SUBGRADE SOILS. TYPICAL MINIMUM OVEREXCAVATION REQUIRED IS 12-INCHES. NO RUBBER

TIRED EQUIPMENT ALLOWED ON SUBGRADE FOLLOWING OVEREXCAVATION.

8. PASSING PROOF-ROLL ON BASEROCK IS ALSO REQUIRED IMMEDIATELY PRIOR TO PLACING PCC.

9. CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS IN GEOTECHNICAL REPORT.

SECTIONPLAN

SCALE:3 CONCRETE DETAIL

NOT TO SCALE

HAND-TOOLED CONTRACTION JOINT

NOTE

1. CONTRACTION IN SIDEWALK, PATIOS, FLOORS, AND DRIVEWAYS MAY BE MADE BY TOOLING OR

SAWING.

2. HAND-TOOLED JOINTS CAN BE FORMED BY METAL TOOL TO PRODUCE A VERTICAL GROOVE,

APPROXIMATELY 1/4 THE THICKNESS OF THE SLAB, BUT NOT LESS THAT 1" DEEP, OR BY A

HARDBOARD INSERT STRIP APPROXIMATELY 1/4" THICK BY 1" WIDE.

3. SAWED JOINTS ALSO SHOULD BE CUT 1/4 THE THICKNESS OF THE SLAB BUT NOT LESS THAN 1"

DEEP TO FORM A WEAKENED PLANE BELOW WHICH A CRACK WILL FORM. SAW CUTTING

SHOULD BE DONE AS SOON AS POSSIBLE AFTER HARDENING OF THE CONCRETE.

SAWED CONTRACTION JOINT

T

T/

M

IN

T/

M

IN

T

1/4" MAX.

SCALE:4 STANDARD CONTRACTION JOINT

NOT TO SCALE

T = PAVEMENT THICKNESS T = PAVEMENT THICKNESS

JOINT SEAL

MAXIMUM 1/2" RADIUS

EXPANSION & SCORED JOINT DETAIL

SCALE:5 BOLLARD DETAIL

NOT TO SCALE

FLOW

SECTION

SEDIMENT CONTROL LOG INSTALLATION NOTES

1. SEE PLAN VIEW FOR:

-LOCATION AND LENGTH OF SEDIMENT CONTROL LOG.

2. SEDIMENT CONTROL LOGS INDICATED ON INITIAL DESC PLAN SHALL BE INSTALLED PRIOR TO ANY

LAND-DISTURBING ACTIVITIES.

3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT

FIBER.

4. NOT FOR USE IN CONCENTRATED FLOW AREAS.

5. TRENCH SEDIMENT CONTROL LOGS INTO THE GROUND A MINIMUM OF 2".

SEDIMENT CONTROL LOG MAINTENANCE NOTES

1. INSPECT SEDIMENT CONTROL LOGS DAILY, DURING AND AFTER ANY STORM EVENT AND MAKE

REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.

2. REMOVE SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOGS WHEN SEDIMENT

DEPTH IS WITHIN 12 THE HEIGHT OF THE CREST OF THE LOG.

3. REMOVE SEDIMENT CONTROL LOGS AT THE END OF CONSTRUCTION IF ANY DISTURBED AREA

EXISTS AFTER REMOVAL, RE-SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER

APPROVED BY THE COR.

3' OC MAX 6" AT END

2' -6

1' -6

" 2" M

IN

TIGHTLY ABUT ENDS

ELEVATION

WOODEN STAKES

SCALE:6

SEDIMENT CONTROL LOG (SCL)

NOT TO SCALE

12" DIAMETER SEDIMENT

CONTROL LOG

16"

TYP

4' -0

4'

-0

"6" TYP

6" M

IN

BOLLARDS TO BE PAINTED

WITH SAFETY YELLOW PAINT

YELLOW REFLECTIVE TAPE

4" DIAMETER SCH. 40 STEEL

PIPE FILL WITH CONCRETE

PAVEMENT

CONCRETE 3,000 PSI

@ 28 DAYS

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

VA FORM 08 - 6231

A

Fi le

P at h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PHASE:ARCHITECT/ENGINEER OF RECORD SEALCONSULTANT

321 4 5 6 7 8 9 10

REMOVAL OF UST AND

REPLACEMENT OF AST FOR

GENERATOR IN BUILDING 19

1500 WEISS ST, SAGINAW, MI 48602

655-22-202

APPROVED: PROJECT DIRECTOR

3/14/2023NO: DATE:

Group, Inc.

11031 SOUTH PIKES PEAK DRIVE #202

PARKER, COLORADO 80138

PH: 303.841.3922

WWW.AES-GRP.COM

BID DOCUMENTS

DWG. OF

3/14/2023

REVISIONS:

BID DOCUMENTS

SEDIMENT CONTROL DETAILS

CI501

7 9

GJVRID

A

S101

EXISTING SHOWN

AS DASHED

12' - 0"

TANK FOUNDATION

B

S101

A

S101

6' - 0"

1' - 0"

31' - 4"

/2

D O

O R

O P

E N

IN

G

/2

CONCRETE SLAB

- SEE CIVIL

C

S101

B

S101

B

S101

PROVIDE SLEEVE FOR

EXISTING CONDUIT

PROVIDE SLEEVE OR

CONCRETE ENCASEMENT

FOR EXISTING CONDUIT

(REFER TO CIVIL)

M

IN

B

E L

O W

G R

A D

E

1' - 11" 1' - 2" 1' - 11"

C L

#4 @ 12" O.C.#4 @ 12" O.C.

3/4" CHAMFER

CONCRETE

SEE CIVIL

EXPANSION MATERIAL

1' - 3" 1' - 0" 1' - 3"

C L

M

IN

B

E L

O W

G R

A D

E

#4 @ 12" O.C. (TYP.)

CONCRETE

SEE CIVIL

EXPANSION MATERIAL

ELEVATION VARIES

REFER TO CIVIL

REFER TO ARCH. DRAWINGS

FOR REINFORCEMENT SIZE

AND SPACING

EL. = 609' - 0"

WALL REINFORCEMENT

NOT SHOWN

#4 @ 12" O.C.

#4 @ 12" O.C.

GRADE - SEE CIVIL

B/FTG. EL. = 605' - 5"

B/FTG. EL. = 603' - 8"2

7' - 0"

G E N E R A L N O T E S

A. BEFORE POURING TANK FOUNDATIONS, COORDINATE ALL DIMENSIONS WITH EQUIPMENT

MANUFACTURER.

B. ALL CONCRETE WORK SHALL CONFORM TO THE MOST RECENT EDITION OF ACI 301 & ACI 318-19 CODE

REQUIREMENTS AND DETAILING STANDARDS.

C. ALL READY MIXED CONCRETE SHALL CONFORM TO ASTM C94.

D. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL AREAS EXPOSED TO WEATHER, FROST IN

SOIL, OR FREEZE THAW CYCLES.

E. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTHS AT 28 DAYS (F`c) = 4000 psi UNLESS

NOTED OTHERWISE.

F. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE

LATEST EDITION OF THE ACI CODE SP-66.

G. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE".

H. REINFORCING STEEL: fy = 60,000 PSI.

I. BOTTOM OF FOOTING TO BE MINIMUM 3'-6" BELOW GRADE.

4' - 0"3' - 0"

4' - 0"

3' - 0"

#4 @ 12" O.C. TYP

#4 @ 12" O.C. TYP

C L

MANUAL SWING GATE

GALVANIZED PIPE SLEEVE

ONE SIZE GREATER THAN

EXISTING CONDUIT

#4 BAR X 2" LONG

WELDED TO SLEEVE

ON FOUR SIDES

CONCRETE WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /S a g in a w V

A

B u ild in g

U

S T

/F F

E S a g in a w

B u ild in g

U

S T

B rv t

/1

/2

:1

:4

P

M

S101

FOUNDATION PLAN AND DETAILS

03/14/2023 PM CL

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST. SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

N

1/4" = 1'-0"

FOUNDATION PLAN

3/4" = 1'-0"

A

SECTION - TANK FOUNDATION

3/4" = 1'-0" B

SECTION - WALL FOUNDATION

1/4" = 1'-0"

C

SECTION

No. Revisions: Date:

BID DOCUMENTS 03/14/2023

1/4" = 1'-0"

SWING GATE FOUNDATION DETAIL

3/4" = 1'-0"

PIPE SLEEVE DETAIL

5/A401

BUILDING 19

6' - 0" 31' - 4"

BUILDING 1

BUILDING 22

4' - 0"

EQ EQ

A401

5 5

11 1112 12 12

18 18

G E N E R A L N O T E S

A. REFER TO SHEET GI000 FOR GENERAL NEW WORK NOTES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /S a g in a w V

A

B u ild in g

U

S T

/F F

E S a g in a w

B u ild in g

U

S T

B rv t

/1

/2

:1

:2

P

M

A101

FLOOR PLAN

03/14/2023 PQ TD

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST. SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

N

1/4" = 1'-0"

FIRST FLOOR PLAN

D R A W I N G N O T E S :

1 4" CONCRETE PAD - SEE STRUCTURAL DRAWINGS.

2 8-IN CMU WITH 4-IN BRICK VENEER - ONE LAYER OF NO. 5 BARS AT 32-IN OC, ONLY CELLS WITH REINFORCED BARS NEED TO BE GROUTED, HORIZONTAL REINFORCEMENT NOT NEEDED FOR BLAST. SEE SECTIONS AND ELEVATIONS ON SHEET

AE401.

3 8-IN CMU WITH 4-IN BRICK VENEER, 2000 PSI MASONRY WITH TWO LAYERS OF VERTICAL BARS (NO. 4 OR 5) AT 8-IN OC, HORIZONTAL REINFORCING NOT REQUIRED FOR BLAST - SEE SECTIONS AND ELEVATIONS ON SHEET AE401.

4 8-IN CMU WITH 4-IN BRICK VENEER, 2000 PSI MASONRY WITH TWO LAYERS OF VERTICAL BARS (NO. 4 OR 5) AT 8-IN OC, AND WIRE MESH HORIZONTAL REINFORCEMENT AT EVERY COURSE - SEE SECTIONS AND ELEVATIONS ON SHEET AE401.

5 BRICK WALL TO REMAIN - NOT REQUIRED TO BE BLAST RESISTANT.

6 TRELLISING SYSTEM - SEE DETAILS ON SHEET AE401.

7 MANUAL SWING GATE ARM BARRIER - 20'-0" LONG ARM - SEE STRUCTURAL FOR FOOTING DETAIL.

8 INSTALL A NEW 6000 GALLON ABOVEGROUND STORAGE TANK - SEE MECHANICAL DRAWINGS.

9 INSTALL A NEW 100 GALLON DAY TANK - SEE MECHANICAL DRAWINGS.

10 EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS.

11 GRAVEL TO REMAIN.

12 RADIATORS TO REMAIN.

13 MANHOLE TO REMAIN - TYP.

14 RELOCATE "WRONG DIRECTION" SIGN.

15 STOP SIGN TO REMAIN.

16 LIGHT POST TO REMAIN.

17 ELECTRICAL TRANSFORMER TO REMAIN.

18 CONTROL JOINT BETWEEN EXISTING AND NEW WALL.

No. Revisions: Date:

BID DOCUMENTS 03/14/2023

C L

CL

12"

4" CONCRETE PAD

8" CMU - REINFORCED

AND GROUTED SOLID

4" BRICK - RUNNING BOND

4" BRICK - SOLDIER COURSE RUNNING BOND

STAINLESS STEEL COPING

PAINTED WHITE

REINFORCEMENT -

SEE STRUCTURAL

DETAILS.

CONCRETE FOOTING -

SEE STRUCTURAL

DETAILS.

REINFORCEMENT -

SEE STRUCTURAL

DETAILS.

/8

/8

2"X12" - CONTINUOUS

PRESSURE TREATED

BLOCKING

1/2" EXPANSION JOINT MATERIAL

COLLAR JOINT

TYP.

4' - 0"

T Y

P

TRELLISING SYSTEM

(DEDUCT ITEM)

BRICK -

SOLDIER COURSE

CONCRETE COPING

BRICK - RUNNING BOND

1' - 8"

609' - 0"

617' - 4"

T/O FOUNDATION

T/O RUNNING BOND

T/O WALL

L 3" X 3" X 3/8" STEEL LINTEL WITH

8" MINIMAL BEARING

HOLLOW METAL MASONRY FRAME

BRICK VENEER

8" BOND BEAM

COLLAR JOINT

1' - 0"

5 3/4"

CONTINUOUS SEALANT EACH SIDE

SEALANT EACH SIDE

HOLLOW METAL MASONRY FRAME

GROUTED SOLID

BRICK VENEER

8" CMU

1' - 0"

5 3/4"

COLLAR JOINT

2" SEE SCHEDULE 2"

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

F TYPE 1

FLUSH

3" TRELLIS PANEL

3" SLED W/ 1-1/2"

SLOT FOR ADJUSTABILITY

MASONRY WALL

MOUNTING CLIP, TYP.

W/ BENT STEEL GUSSET, TYP.

EXPANSION ANCHOR BY OTHERS -

MIN. 480 LBS. PULL OUT. CLIP SIZED

FOR 3/8" DIA. FASTENER, TYP.

SPACER - 1/2" x 1-1/2" DIA., TYP.

3" 4 1/4" 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s /S a g in a w V

A

B u ild in g

U

S T

/F F

E S a g in a w

B u ild in g

U

S T

B rv t

/1

/2

:1

:2

P

M

A401

ENLARGED SECTIONS,

ELEVATIONS, AND DETAILS

03/14/2023 PQ TD

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST. SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1" = 1'-0"

TYPICAL WALL SECTION

1/2" = 1'-0"

TRELLIS SYSTEM - ELEVATION

3" = 1'-0"

DOOR HEAD DETAIL

3" = 1'-0"

DOOR JAMB DETAIL

DOOR SCHEDULE

MARK WIDTH HEIGHT

DOOR

PANELS THICKNESS

FRAME

MATERIAL

DOOR

MATERIAL HARDWARE

001 6' - 0" 7' - 0" 2 1 3/4" HM HM 01

No. Revisions: Date:

BID DOCUMENTS 03/14/2023

1. DOOR DOES NOT NEED BLAST PROTECTION

2. FLUSH DOOR PANEL AND FRAME

3. REMOVABLE ASTRAGAL

DOOR SCHEDULE NOTES:

1/2" = 1'-0"

DOOR PANEL AND FRAME ELEVATION

3" = 1'-0"

TRELLIS WALL MOUNT DETAIL

A/E ARCHITECT / ENGINEER

AFF ABOVE FINISHED FLOOR

AMP AMPERE

ASHRAE AMERICAN SOCIETY OF HEATING

REFRIGERATION AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CFT CUBIC FEET

CI CAST IRON

Db DRY-BULB TEMPERATURE

DB DECIBELS

DCW DOMESTIC COLD WATER

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DIA DIAMETER

EA EXHAUST AIR

ECC ENGINEERING CONTROL CENTER

EF EXHAUST FAN

EJ EXPANSION JOINT

ENT ENTERING

ESP EXTERNAL STATIC PRESSURE

EX EXISTING

F FAHRENHEIT

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FUEL OIL TANK

FOHX FUEL OIL HEAT EXCHANGER

FS FLOW SWITCH

FT FEET

FT WC FEET OF WATER COLUMN

GA GAUGE

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HOA HAND/OFF/AUTOMATIC

HP HORSEPOWER

HZ HERTZ

I/O INPUT/OUTPUT

ID INSIDE DIAMETER

IN INCHES

IN HG INCHES OF MERCURY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

KW KILOWATT

KWH KILOWATT HOUR

LF LINEAR FOOT (FEET)

MAX MAXIMUM

MBH 1,000 BTUH

MIN MINIMUM

NA NOT APPLICABLE

NC NOISE CRITERIA

NC NORMALLY CLOSED

NO NORMALLY OPEN

NPSH NET POSITIVE SUCTION HEAD

NPSHA NET POSITIVE SUCTION HEAD AVAILABLE

NPSHR NET POSITIVE SUCTION HEAD REQUIRED

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OFM OIL FLOWMETER

P PUMP

PG PRESSURE GAGE

PPM PARTS PER MILLION

PRV PRESSURE REGULATING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PSV PRESSURE SAFETY VALVE

RLA RUN LOAD AMPERE

RPM REVOLUTIONS PER MINUTE

RV RELIEF VALVE

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SQ FT SQUARE FOOT (FEET)

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TF TANK FILL PIPING

TFOT TEMPORARY FUEL OIL TANK

TSTAT THERMOSTAT

UH UNIT HEATER

U UNDERWRITERS LABORATORY

V VALVE

VFD VARIABLE FREQUENCY DRIVE

VHA VETERANS HEALTH ADMINISTRATION

VSD VARIABLE SPEED DRIVE

W WATTS

WEF WALL EXHAUST FAN

YR YEAR

ABBREVIATIONS

M

H4

H7

A

COLD WATER (CITY WATER)

HOT WATER

QUICK-COUPLE HOSE CONNECTOR

PLUG VALVE

CONTROL VALVE (CV) - FLOAT-OPERATED

PRESSURE REDUCING VALVE (PRV)

WYE STRAINER WITH VALVED DRAIN AND QUICK-COUPLE

HOSE CONNECTOR

FLOW METER

DRAWING SYMBOLS

26-SF 3

26-TU-I-I

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

SUPPLY FAN NO. 3 IN BUILDING NO. 26

EQUIPMENT ABBREVIATION (SUPPLY FAN)

ITEM NUMBER (TERMINAL UNIT NO. 1)

ITEM (TERMINAL UNIT SHOWN)

SERVED BY AIR HANDLER UNIT NO. 1

DRAWING NUMBER WHERE DRAWN

BUILDING NO. WHERE EQUIPMENT IS LOCATED

LIMIT OF DEMOLITION

CONNECT NEW TO EXISTING

PIPING SYMBOLS

VENT LINE

DRAIN LINE

V

D

HW

CW

GENERAL PIPING SYMBOLS

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

PRESSURE GAGE

THERMOMETER

FLOW ELEMENTFE

PIPE UP

PIPE DOWN

REFRIGERANT SIGHT GLASS

TEST PLUG (PRESSURE/TEMPERATURE)

AUTOMATIC AIR VENT

AV

MANUAL AIR VENTMV

VALVE SYMBOLS

BALL VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC BALANCING CONTROL VALVE

PRESSURE SAFETY VALVE

GATE VALVE - THREADED/FLANGED

GLOBE VALVE - THREADED/FLANGED

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

WYE STRAINER (WITH BALL VALVE & HOSE CONNECTION)

WATER BALANCE DEVICE

MODULATING CONTROL BUTTERFLY VALVE

CIRCUIT SETTER VALVE

CONTROLS SYMBOLS

T ROOM THERMOSTAT/TRANSMITTER - WALL MOUNT

TT TEMPERATURE TRANSMITTER

M ROOM HUMIDISTAT (MOISTURE)/TRANSMITTER - WALL MOUNT

MT MOISTURE (HUMIDITY) TRANSMITTER

PT PRESSURE TRANSMITTER

TT TEMPERATURE TRANSMITTER, AVERAGING ELEMENT

FT FLOW TRANSMITTER

IT CURRENT TRANSMITTER

SPS STATIC PRESSURE SENSOR

SD SMOKE DETECTOR

PDT PRESSURE DIFFERENTIAL TRANSMITTER

MG MAGNEHLIC PRESSURE GAUGE

PDS PRESSURE DIFFERENTIAL SWITCH

A

TEMPERATURE SENSING ELEMENT FOR

TRANSMITTING TEMPERATURE TO EMCS

(PROVIDE 12 INCHES [200mm] MINIMUM

LENGTH IN DUCT WHEN SPACE PERMITS.)

SENSOR WITH AVERAGING ELEMENT TO TRANSMIT

TEMPERATURE TO EMCS

MOTOR STARTER

M ELECTRIC OPERATED CONTROL DAMPER/OR VALVE

T

ES END SWITCH

(FC) FAIL CLOSED

(FO) FAIL OPEN

(FLP) FAIL LAST POSITION

T STEAM TRAP

CP CONDENSATE PUMP

HS HAND SWITCH (HAND-OFF-AUTO SWITCH)

NOTE:

ALL SYMBOLS AND ABBREVIATIONS ARE

SUBJECT TO MODIFICATIONS ON OTHER

DRAWINGS. ALL SYMBOLS OR ABBREVIATIONS

MIGHT NOT NECESSARILY BE USED ON THIS

PROJECT.

FUEL OIL RETURN

FUEL OIL SUPPLYFOS

FOR

GENERAL

A. THE FOLLOWING NOTES APPLY EQUALLY TO THE FULL SET OF DOCUMENTS

B. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE

DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.

C. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

D. INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERS’ RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE

CODES AND REGULATIONS.

E. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE.

F. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT

DOCUMENT DRAWINGS.

G. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.

H. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED.

I. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS.

J. COORDINATE AND PROVIDE ALL PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL

PIPING DIMENSIONS BEFORE FABRICATION.

K. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS.

L. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN DETAILS FOR PIPING AND EQUIPMENT (UNLESS OTHERWISE NOTED)

SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR.

M. ALL EQUIPMENT, PIPING, DUCTWORK. ETC., SHALL BE SUPPORTED AS SPECIFIED AND REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION.

N. LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED.

O. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED PER SPECIFICATIONS.

DEMOLITION

A. WORK MUST BE COORDINATED WITH OWNER TO MAINTAIN OPERATION OF THE FACILITY. PROVIDE AT LEAST 14 DAYS ADVANCE NOTICE TO THE COR FOR ANY UTILITY

SHUT DOWN.

B. SEAL ANY FLOOR OR WALL PENETRATIONS WHERE DUCT OR PIPES ARE REMOVED. HOLES IN WALLS AND FLOORS CREATED OR EXPOSED DURING DEMOLITION SHALL

BE REPAIRED TO MATCH EXISTING FINISHES.

C. PIPING ADJACENT TO DEMOLITION SCOPE SHALL BE LEFT IN OPERATIONAL CONDITION. REPAIR INSULATION AND VERIFY SUPPORTS REMAIN AS REQUIRED.

PIPING

A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE

DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE.

B. INSTALL PIPING SO ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE.

C. ALL VALVES SHALL BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON THE EQUIPMENT SIDE OF THE VALVE IS REMOVED.

D. ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS SHALL BE THE FULL SIZE OF THE PIPE BEFORE REDUCING IN SIZE TO MAKE CONNECTIONS TO EQUIPMENT

AND CONTROLS.

E. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT, IN BYPASSES, AND IN LONG PIPING RUNS (100 FT. OR MORE) TO PERMIT DISASSEMBLY

FOR ALTERATION AND REPAIRS.

F. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING.

G. ALL PIPING SHALL CLEAR DOORS AND WINDOWS.

H. ALL VALVES SHALL BE ADJUSTED FOR SMOOTH AND EASY OPERATION.

I. ALL PIPING WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN PIPING AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO

THE OWNER.

J. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS INDICATED ON THE DRAWINGS.

K. PROVIDE A LINE SIZE STRAINER UPSTREAM OF EACH AUTOMATIC VALVE. PROVIDE A SHUTOFF VALVE ON EACH SIDE OF THE STRAINER.

EQUIPMENT CONTROLS

A. REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR CONTROLS AND BMS INTEGRATION REQUIREMENTS.

B. THE POINTS LISTED ON DRAWINGS SHALL BE THE MINIMUM REQUIRED TO BE INTEGRATED WITH THE CAMPUS BUILDING AUTOMATION SYSTEM. IT IS NOT THE INTENT TO SHOW ALL REQUIRED POINTS. IF OR WHEN ADDITIONAL POINTS ARE REQUIRED TO ACCOMPLISH THE SEQUENCES OF CONTROL OR MONITORING SPECIFIED, THOSE

POINTS SHALL ALSO BE PROVIDED.

FUEL SYSTEMS

A. DO NOT WELD ON THE TANK, MODIFY OR PENETRATE THE TANK STRUCTURE IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE TANK MANUFACTURER

B. PIPE SUPPORTS, PLATFORMS, AND OTHER EQUIPMENT TO BE ATTACHED TO TANK MUST BE COORDINATED WITH THE TANK MANUFACTURER.

C. ALL UNUSED TANK OPENINGS MUST BE PROPERLY SEALED AND TESTED TO BE LIQUID AND VAPOR TIGHT PRIOR TO PUTTING THE TANK INTO SERVICE.

D. CONTRACTOR SHALL COORDINATE ANY REQUIRED HAZARDOUS WASTE DISPOSAL WITH THE VA.

E. DO NOT USE METALLIC FITTINGS FURNISHED BY THE PIPING MANUFACTURER TO PROTECT PRE-CUT PIPE THREADS DURING SHIPPING TO COMPLETE A PIPING

INSTALLATION.

F. ALL PIPING COMPONENTS, INCLUDING FLANGE GASKETS, PIPE DOPE/COMPOUND, AND THE PIPING ITSELF, MUST BE FULLY COMPATIBLE WITH THE PRODUCTS (FUEL

TYPE) STORED.

G. WRAP RIBBON DOPE WITH THE THREADS TO AVOID BUNCHING DURING TIGHTENING.

H. INSPECT ALL PIPING MATERIALS PRIOR TO INSTALLATION TO DETECT DAMAGE CAUSED BY SHIPPING AND HANDLING AND TO CONFIRM COMPLIANCE WITH SPECIFICATIONS. HANDLE PIPING CAREFULLY TO AVOID DAMAGE TO PIPING MATERIALS OR COATINGS DURING INSTALLATION, TESTING AND BACKFILLING. KEEP PIPE AND FITTING INTERIORS AND THREADS FREE FROM DIRT, CORROSION, MOISTURE AND DEBRIS.

I. HIGH AND LOW POINTS IN PIPING SHALL BE KEPT TO THE MINIMUM REQUIRED TO ACCOMPLISH THE ROUTING SHOWN ON PLANS. MINIMIZE USE OF FITTINGS.

J. EXERCISE CARE TO MEASURE AND CUT PIPE ACCURATELY TO AVOID THE FAILURE THAT CAN OCCUR WHEN PIPE FITTINGS ARE INSTALLED UNDER STRESS. REAM AND

DE-BURR PIPE ENDS AFTER CUTTING. DO NOT BEND STEEL PIPE.

K. ALL EQUIPMENT SHALL CONSTRUCTED AND LISTED IN ACCORDANCE WITH FEDERAL AND LOCAL REGULATIONS.

L. SYSTEM SHALL BE HAND PRIMED AND BLED OF ALL AIR BEFORE OPERATION OF FUEL HANDLING EQUIPMENT. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL

VENTS OR EQUIPMENT REQUIRED FOR PRIMING.

M. ALL PIPING, FILL STATIONS, AND RELATED EQUIPMENT SHALL BE IDENTIFIED FOR THE PRODUCT WHICH IT USED BY ANSI/ASME A13.1 STANDARD. IDENTIFICATION SHALL BE SUITABLE FOR OUTDOOR INSTALLATION. IDENTIFICATIONS SHALL BE CONSPICUOUSLY LOCATED. ALSO REFERENCE SPECIFICATION 09 91 00 PAINTING.

N. PIPING SHALL BY PRESSURE TESTED AS REQUIRED PER NFPA 30.

O. CONTRACTOR SHALL PROVIDE WARNING SIGNAGE AND EMERGENCY INSTRUCTIONS IN ACCORDANCE WITH NFPA STANDARDS.

P. FILLING PROCECURE SHALL BE POSTED AT THE REMOTE FILL STATIONS BY THE OWNER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/S a g in a w

V A

B u ild in g

U

S T

/F F

E

S a g in a w

B u ild in g

U

S T

B

M E

P rv t

/1

/2

:0

:0

P

M

M001

MECHANICAL LEGEND

03/14/2023 PDP JV

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST, SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Owner

No. Revisions: Date:

AGU

X

E

ELEC

MH

ELEC

MH

X

FMH

FMH

FMH

FMH FMH

F M H

FMH

F

(E

G

E N

E R

A T

O R

(E

G E

N E

R A

T O

R

(E

G E

N E

R A

T O

R

(E) RADIATOR (E) RADIATOR (E) RADIATOR

TYP.

(E) TANK-5

(E) DAY TANK

(E) DAY TANK

(E) DAY TANK

(E) ELECTRICAL EQUIPMENT

P1

1. CONTRACTOR SHALL PROVIDE TEMPORARY FUELING STATION WITH 6,000 GALLON CAPACITY

FOR MANUAL DISPENSING TO GENERATOR DAY TANKS DURING CONSTRUCTION.

2. INSTALL THE TEMPORARY FUEL OIL TANK. INSTALLATION LOCATION IDENTFIEID IS SLOPED.

LEVEL TANK BEFORE FILLING.

3. TEMPORARY FUELING SHALL BE AVAILABLE FOR FULL DURATION THAT THE PERMANENT FUEL

TANKS ARE OUT OF SERVICE, INCLUDING DURING PERMITTING. NO INTERRUPTION OF FUEL

AVAILABILITY TO OWNER IS ALLOWABLE.

4. TEMPORARY FUEL SHALL MEET ALL APPLICABLE LOCAL AND NATIONAL CODES FOR FUEL

STORAGE AND DISPENSING. CONTRACTOR SHALL ALLOW FOR REGULATORY INSPECTION IF

REQUIRED.

5. TEMPORARY STORAGE AND DISPENSING EQUIPMENT SHALL BE STATIONARY (NOT TRAILER

MOUNTED). CONTRACTOR SHALL PROVIDE POWER FOR DISPENSERS. FUEL IS SUPPLIED BY

OWNER.

PHASING NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/S a g in a w

V A

B u ild in g

U

S T

/F F

E

S a g in a w

B u ild in g

U

S T

B

M E

P rv t

/1

/2

:1

:1

P

M

MD100

MECHANICAL DEMOLITION PLAN

03/14/2023 PDP JV

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST, SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Owner

N

1/4" = 1'-0"

MECHANICAL DEMOLITION PLAN

D R A W I N G N O T E S :

1 EXCAVATE EXISTING UNDERGROUND STORAGE TANK. PROVIDE SHORING AROUND EXISTING ELECTRICAL EQUIPMENT AND MANHOLES. DISCONNECT ALL PIPING AND ALL TANK ACCESSORIES. SEE SPECIFICATION 02 65 00 UNDERGROUND

STORAGE TANK REMOVAL.

2 REMOVE EXISTING TANK MONITORING SYSTEM AND ALL ASSOCIATED POWER AND SENSOR TUBING TO UNDERGROUND

STORAGE TANK.

3 TEMPORARY FUEL OIL TANK PROVIDED BY CONTRACTOR.

4 DEMOLISH EXISTING FUEL PIPING.

5 REPAIR AND SEAL OPENINGS WHERE PIPING OR CONDUIT IS REMOVED AND NOT RE-USED FOR NEW PIPING. CONSIDER

WALL AS FIRE RATED WHEN SEALING PENETRATIONS.

6 PROVIDE A SPILL KIT AND SORBENT MATS AT FILLING AND DISPENSING POINTS OF TEMPORARY FUEL STORAGE.

No. Revisions: Date:

BID DOCUMENTS 03/14/2023

NTS

EXISTING PROJECT AREA

AGU

X

E

ELEC

MH

ELEC

MH

X

3/4"ø FOS 3/4"ø FOS

2FOT-1

(E

G E

N E

R A

T O

R

(E

G E

N E

R A

T O

R

(E

G E

N E

R A

T O

R

TYP.

(E) RADIATOR (E) RADIATOR (E) RADIATOR

(E) DAY TANK

(E) DAY TANK

(E) DAY TANK

FOT-2

1"ø FOR

3/4"ø FOS 1"ø FOS

1"ø FOR

FOHX-1

2"ø TF

TYP. TYP.

(E) ELECTRICAL EQUIPMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/S a g in a w

V A

B u ild in g

U

S T

/F F

E

S a g in a w

B u ild in g

U

S T

B

M E

P rv t

/1

/2

:0

:1

P

M

MH100

MECHANICAL NEW WORK PLAN

03/14/2023 PDP JV

REMOVAL OF UST AND

REPLACEMENT WITH AST FOR

GENERATOR IN BUILDING 19

655-22-202

1500 WEISS ST, SAGINAW, MI 48602

BID DOCUMENTS

SAGINAW VA

MEDICAL

CENTER Approved: Owner

N

1/4" = 1'-0"

MECHANICAL NEW WORK PLAN

D R A W I N G N O T E S :

1 INSTALL NEW PIPING. CONNECT TO EXISTING WHERE APPLICABLE.

2 INSTALL NEW ABOVEGROUND STORAGE TANK.

3 CONNECT ALARMS FROM NEW TANK MONITORING SYSTEM TO THE EXISTING BUILDING AUTOMATION SYSTEM. PROVIDE

NEW SUPERVISORY CONTROLLER TO ACCOMMODATE ADDITIONAL INPUTS.

4 INSTALL NEW OVERFLOW TANK WITH DUPLEX RETURN PUMPS. PIPE ALL VENTS TO BUILDING EXTERIOR.

5 PROVIDE INSULATION AND HEAT TRACE ON ALL EXTERIOR FUEL OIL PIPING. EXTEND INSULATION THROUGH WALL

PENETRATIONS.

6 ALIGN NEW PIPING THROUGH EXISTING WALL PENETRATION WHERE POSSIBLE (TYP).

7 NEW TANK LEVEL AND LEAK DETECTION MONITORING SYSTEM.

8 NEW FUEL OIL HEAT EXCHANGER PLACED IN MECHANICAL ROOM.

9 SLOPE OVERFLOW PIPING TO OVERFLOW TANK AT 1/4" PER FOOT. MATCH PIPE SIZE TO TANK CONNECTION SIZE.

10 INSTALL NEW ISOLATION VALVES IN THE EXISTING PIPING BETWEEN DAY TANK AND GENERATOR.

11 TANK MOUNTED FILL BOX.

12 SUPPORT ALL FUEL PIPING AND CONDUIT NOT LESS THAN 18" ABOVE GROUND. USE STRUT CHANNEL TYPE METAL

FRAMING.

FUEL TANK SCHEDULE

MARK LOCATION

SYSTEM AND/OR

SERVICE

FUEL OIL

TYPE NO

NOM CAPACITY

TYPE CONSTRUCTION DIMENSIONS PUMPS REMARKS

GAL [L]

FOT-1

OUTDOOR ABOVE

GROUND

GENERATOR BULK

FUEL STORAGE

# 2 6,000 [ 23000 ]

HORIZONTAL

CYLINDRICAL

UL-2085 (INSULATED)

DOUBLE WALL

8' (DIA) x 16' (L) N/A 1

FOT-2

GENERATOR

ROOM

GENERATOR DAY

TANK OVERFLOW

# 2 40 [ 150 ]

RECTANGULAR W/

RUPTURE BASIN

UL-142

34" x 18" x 34"

(L x W x H)

FOP-1,

FOP-2

1,2

REMARKS:

1. SEE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS.

2. PUMPS, CONTROLS, AND ALARMS TO BE FACTORY INSTALLED AND TESTED. COORDINATE WITH DRAWINGS AND SPECIFICATIONS.

EMERGENCY GENERATOR - FUEL OIL PUMP SCHEDULE

MARK LOCATION

SYSTEM

AND/OR

SERVICE

TYPE

CAPACITY GPM

[L/s]

DISCHARGE

PRESSURE OIL

GRADE

OIL TEMP

VISCOSITY

RANGE (SSU)

SUCTION LIFT MOTOR

REMARKS

GPM [L/s] PSIG [kPa] °F [°C] IN HG [mm] HP [W] PHASE VOLT

FOP-1, FOP-2

GENERATOR

ROOM

EMERGENCY

GENERATOR

DUPLEX

RETURN

8 0.5 30 [ 210 ] #2 40 [ 21.1 ] 50 9.57 242.9 1/3 [ 250 ] 1 115 ---

FOP-3, FOP-4

GENERATOR

ROOM

EMERGENCY

GENERATOR

DUPLEX

RECIRULATION

1.6

(MINIMUM)

0.01 BY MANUF BY MANUF #2 40 [ 4.4 ] 50 N/A N/A 1/3 [ 250 ] 1 115 ---

EMERGENCY GENERATOR - FUEL OIL HEATER SCHEDULE

MARK LOCATION

SERVICE

AND/OR

SYSTEM

OIL TYPE #

OIL TEMP

OIL FLOW HEATING CAPCITY

PUMPS REMARKS∆T

°F [°C] GPH [L/s] BTU [kWh]

FOHX-1 GENERATOR ROOM

GENERATOR BULK

FUEL STORAGE

#2 40.00 [ 4 ] 99.00 [ .10 ] 17000 [ 5 ] FOP-3, FOP-4

NOTES

1. FUEL HEATING SHALL HAVE DEDICATED NOZZLES AND DROP TUBES IN THE BULK STORAGE TANK, SEPARATE FROM DAY TANK SUPPLY AND RETURN.

2. ALL EQUIPMENT SHALL COME FACTORY SKID MOUNTED. SEE SPECIFICATION FOR REQUIREMENTS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A u to d e s k D o c s

/S a g in a w

V A

B u ild in g

U

S T

/F F

E

S a g in a w

B u ild in g

U

S T

B

M E

P rv t

/1

/2

:2

:2

P

M

M600

MECHANICAL SCHEDULES