S02 Sol 0004 AttJ.1b of 7 VA 585-21-115 Final Bid Drawing Set 01AUG24 VOL.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

SITE SURVEY 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

VF104

SITE

585-21-115

ELK CJR

REV 0 - 100% BID SET 2024-02-23

SHEET 11

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

SITE SURVEY 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

VF105

SITE

585-21-115

ELK CJR

REV 0 - 100% BID SET 2024-02-23

SHEET 12

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Br CJR

REV 0 - 100% BID SET 2024-02-23

GENERAL NOTES:

1. CONTRACTOR SHALL MAINTAIN THE WORK SITE IN AN ORDERLY CONDITION AND PROVIDE FOR REGULAR CLEAN UP OF THE

CONSTRUCTION AREA ON A DAILY BASIS. UPON COMPLETION OF ALL WORK, CONTRACTOR SHALL REMOVE ANY TEMPORARY FACILITIES, EQUIPMENT, SURPLUS MATERIAL AND SUPPLIES. FINAL CLEANUP SHALL LEAVE THE SITE IN AN ORDERLY CONDITION.

2. PERFORM ALL EXCAVATION IN ACCORDANCE WITH OSHA "CONSTRUCTION STANDARDS FOR TRENCHING AND EXCAVATION, 29 CFR, PART 1926, SUBPART P" GUIDELINES AND SITE PROCEDURES.

3. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL SITE, FIELD AND BUILDING CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS, NOTIFY THE COR AND REQUEST

CLARIFICATION.

4. THE LOCATIONS AND DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON PLANS ARE APPROXIMATE. OTHER UNDERGROUND UTILITIES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL PERFORM TEST PITS TO VERIFY THE LOCATION AND ELEVATION OF UTILITIES AT INTERCONNECTIONS AND CROSSINGS AS SHOWN, DIRECTED OR REQUIRED. THE CONTRACTOR SHALL EXCAVATE IN ADVANCE OF THE UTILITY WORK AND EXPOSE ALL EXISTING UNDERGROUND UTILITIES TO PREVENT DAMAGE DURING CONSTRUCTION AND TO DETERMINE IF REQUIRED CHANGES IN GRADE IF ANY ARE NECESSARY TO

INSTALL THE UTILITIES TO AVOID CONFLICTS.

5. ALL SAW CUTS ARE TO BE FULL DEPTH. CONTRACTOR TO MATCH PAVEMENT WITH EXISTING OR AS NOTED.

6. THE CONTRACTOR SHALL BE PRESENT AND ASSIST IN THE FINAL WALK INSPECTION. THE CONTRACTOR SHALL PROVIDE SUFFICIENT

PERSONNEL AND EQUIPMENT TO DEMONSTRATE TO THE COR THAT ALL UTILITIES OPERATE AS REQUIRED.

7. NO HOLES, TRENCHES OR STRUCTURES SHALL BE LEFT OPEN OVERNIGHT IN ANY EXCAVATION.

8. ALL EXCAVATIONS, INCLUDING JACK AND BORE PITS SHALL BE SURROUNDED BY 8' HIGH CHAIN LINK FENCE.

9. THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS IN THE AREAS OF

CONSTRUCTION.

10. THE CONTRACTOR SHALL MAINTAIN IN SERVICE ALL EXISTING SEWERS, CULVERTS, DITCHES, MANHOLES, AND CATCH BASINS DURING

CONSTRUCTION.

11. CONSTRUCTION STAKEOUT: THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT.

12. TRAFFIC SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. INGRESS AND EGRESS TO DRIVEWAYS, PARKING LOTS, AND SERVICE

ROADS SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD OF CONSTRUCTION, TO THE EXTENT DELINEATED ON THE

PHASING DRAWINGS.

13. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY

REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS.

15. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL AND STATE CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

16. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC.

SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE.

17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR

THE SITE.

18. THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE NOTIFIED, IN WRITING, OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR

WRITTEN APPROVAL OF THE CONTRACTING 0FFICER.

19. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS, AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY COR. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

20. UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF OFF-SITE.

21. TWO WEEKS NOTICE IS REQUIRED IN ADVANCE OF ALL UTILITY OUTAGES.

22. ANTICIPATE TYPICAL WORK HOURS FROM 8:00 AM TO 4:30 PM WITH 10% OFF-SHIFT WORK.

23. SAFETY DATA SHEET TO BE SUBMITTED FOR ALL CHEMICALS BROUGHT TO SITE.

24. BUY AMERICA ACT COMPLIANT MATERIALS TO BE UTILIZED.

25. ALL TONNAGES OF RECYCLED MATERIALS AND TRIP TICKETS TO BE TURNED INTO THE ENVIRONMENTAL MANAGER.

ABBREVIATIONS

ABAND ABANDONED

BLDG BUILDING

BC BOTTOM OF CURB

CB CATCH BASIN

CONC CONCRETE

DI DUCTILE IRON

ELEC ELECTRICAL

ELEV ELEVATION

EX EXISTING

EOP EDGE OF PAVEMENT

FF FINISHED FLOOR

FH FIRE HYDRANT

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE PIPE

HPS HIGH PRESSURE STEAM

HYD HYDRANT

INV INVERT

IE INVERT ELEVATION

LF LINEAR FEET

LPR LOW PRESSURE RETURN

MAX MAXIMUM

MH MANHOLE

MDOT MICHIGAN DEPARTMENT OF TRANSPORATION

MIN MINIMUM

MJ MECHANICAL JOINT

MPS MEDIUM PRESSURE STEAM

RET RETAINING

SAN SANITARY

SMH SEWER MANHOLE

ST STORM

SW SIDEWALK

SWR SEWER

TYP TYPICAL

TC TOP OF CURB

VVB VALVE IN VALVE BOX

WTR WATER

YD YARD DRAIN

CIVIL SYMBOL LEGEND

ST STEAM MANHOLE

D STORM MANHOLE

W

CONDENSER

GATE VALVE

S SANITARY SEWER MANHOLE

P POWER MH

MOTOR

ABANDONED ELECT MH

XFMR

XFMR ROOM

HYDRANT

H HANDHOLE

E ELECTRIC MANHOLE

MANHOLE

TREE

FLAG POLE

LIGHT POST

POST

UTILITY POLE

CATCH BASIN

W

T

SA

AG

UE

RETURN AIR FLOW DIRECTION

CLEANOUT IN FLOOR

GREASE TRAP

MANHOLE BEND

SCREWED GATE VALVE

VALVE BOX

CAP

UNDERGROUND ELECTRIC

ABANDONED GAS

SANITARY SEWER

COMMUNICATIONS

SITE WATER

CIVIL LINETYPE LEGEND

CIVIL HATCH LEGEND

WATER MANHOLE

CONCRETE

PAVEMENT

X X X DEMOLITION LINE/OBJECT

■ ■ ■ COMPOST FILTER SOCK

DEMOLITIONX

BUILDING

WATER VALVE

VALVE IN VALVE BOX

POST INDICATOR VALVE

EXISTING HYDRANT

DWS DOMESTIC WATER SUPPLY

FW FIRE WATER

OS&Y VALVE

E ELECTRIC CABLE/CONDUIT

G GAS

FENCE

STONE

EXISTING DUCT BANK

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

LIMIT OF DEMOLITION

GRASS

DEMOLITION EXTENTS

SAW CUT CONCRETE

ST STORM WATER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL NOTES AND LEGENDS 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23 C-001

585-21-115

SFM SANITARY FORCE MAIN

TEMPORARY FENCE

SHEET 132/22/2024

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text T

VB

X X

X X

X X

X

X X X

X X X X

X X

X X

X X

X X

X X

LIMIT OF DEMOLITION

EXISTING ASPHALT PARKING LOT

EXISTING ASPHALT PARKING LOT

EXISTING ASPHALT PARKING LOT

X X

X X

X X

X X

X X

X X

X

X X X X X X

X

X

XXXXXXXXX X X X X X X X

X

X X

X X

X X

X X

X

X

X X X

XX

X X

X

XXX

X X

X X

X X

X X

X X

X

X X

X X

X

X

X

X

X X

X X

X X

X

X

X

X X

X X X X X X X X X

X X

X X

X X

LIMIT OF DEMOLITION

X

X

WV

GATE

STORAGE

SHEDS

EXHAUST FAN

E

GATE

E

E

E

E

E

E E E

E

E

E

E

E

E

E

E E E

E

E

E E

E E

E E

E E

E

E

X X

X X

X X

X X

X X

X X X

X

XXX

X X

X X

X X

X

X X

X X

X X

X X

X X

X X X

X

XXX

X X

X X

X X

X

GATE

FU

EL

S

TA

TI

ON

CONTROLS

FUEL STATION

WV

RETAINING WALL

E E

E

E

E

E

E

E

WV

WV

WV

MA

TE

RI

AL

S

TO

RA

GE

X X

X X

X X

X X

X X

X X X

X

XXX

X X

X X

X X

X X X X X X X

X

X

X X

X X

X X

X X

X X

X X X

X

XXX

X X

X X

X X

X

X X

X X

X

X

XXX

X X

X

GATE

N89° 19' 12"W 878.64'

BLDG 2

GARAGE

BLDG 12

BLDG 16

STORAGE

BLDG 19

SALT SHED

BLDG 10

INCINERATOR STORAGE

METER HOUSE

X

BLDG 2

BOILER PLANT

BLDG 2

BOILER PLANT

S

E

LIMIT OF DEMOLITION

LIMIT OF

DEMOLITION

LIMIT OF

DEMOLITION

SAWCUT4

Br CJR

SCALE: 1" = 20'-0"

CIVIL DEMOLITION SITE PLAN1

REV 0 - 100% BID SET 2024-02-23

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS

AND INTENT SHOWN THROUGHOUT THIS DRAWING SET.

4. SEE ELECTRICAL DEMOLITION AND CONSTRUCTION PHASING PLANS.

5. ALL TREES WITHIN CONSTRUCTION SITE TO BE REMOVED UNLESS OTHERWISE

INDICATED.

KEYED NOTES

1 REMOVE GRASS AREA AND TOPSOIL.

2 DEMOLISH PAVEMENT FULL DEPTH.

3 MILL AND TOP.

4 SAWCUT PAVEMENT FULL DEPTH.

5 REMOVE LIGHT POLE IN ITS ENTIRETY.

6 REMOVE DRAINAGE STRUCTURE IN ITS ENTIRETY.

7 REMOVE FENCE IN ITS ENTIRETY.

8 REMOVE PARKING STRIPPING.

9 REMOVE WATER LINE BACK TO MAIN IN DEMOLITION AREA FOR BUILDING 2.

10 REMOVE CURB & GUTTER.

11 REMOVE PROPANE TANK

12 ABANDON EXISTING 10,000 GALLON FUEL TANK

13 REMOVE SUMP PUMP

KEYPLAN

12 16

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL DEMOLITION SITE PLAN 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CD171

SITE

585-21-115

SHEET 142/22/2024

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

N

STORAGE

SHEDS

FU

EL

S

TA

TI

ON

CONTROLS

FUEL STATION

MA

TE

RI

AL

S

TO

RA

GE

N89° 19' 12"W 878.64'

BLDG 2

GARAGE

BLDG 12

BLDG 16

STORAGE

BLDG 19

SALT SHED

BLDG 10

INCINERATOR STORAGE

METER HOUSE

BLDG 2

BOILER PLANT

BLDG 2

BOILER PLANT

S

D

T T P

H

P

H

H

D

SS

UE

FUEL TANK

48'-0" x 12'-0"

13.5'26.5'

62.0'

LAW

N AREA

PROPOSED

NEW CURB

Br CJR

SCALE: 1:20

CIVIL SITE PLAN1

REV 0 - 100% BID SET 2024-02-23

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS

AND INTENT SHOWN THROUGHOUT THIS DRAWING SET.

4. SEE ELECTRICAL DEMOLITION AND CONSTRUCTION PHASING PLANS.

5. ALL TREES WITHIN CONSTRUCTION SITE TO BE REMOVED UNLESS OTHERWISE

INDICATED.

KEYED NOTES

1 NEW CONCRETE PAD

2 NEW GUARD SHACK

3 NEW FENCE

4 FUEL TRANSFER TRENCH

5 48" DIA MIN, 36" HIGH PLANTER POTS

6 STORM MANHOLE

7 SANITARY MANHOLE

8 RAM RESISTANT GATE

9 DOUBLE SWING, NON RAM GATE

10 OIL WATER SEPARATOR

11 SANITARY PUMP STATION

12 FUEL TRUCK UNLOADING PAD

13 TROUGH DRAIN

14 BOLLARDS TYP

KEYPLAN

12 16

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE PLAN 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CS171

SITE

585-21-115

AREA OF WORK

SHEET 152/22/2024

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

NOTES:

1. POST BARRICADES SHALL BE PAINTED WITH ONE

PRIME COAT OF RED OXIDE (PAINT NO.1). ONE

FINISH COAT OF DULL BLACK ENAMEL PER VA

SPECIFICATIONS AND STRIPES CONSISTING OF 4"

BANDS OF YELLOW REFLECTORIZED TAPE SHALL

BE USED UNLESS OTHERWISE SPECIFIED ON THE

PLANS.

2. FINISH COLOR COMBINATIONS, OTHER THAN THAT

SPECIFIED ABOVE, SHALL BE SUBMITTED TO THE

COR FOR APPROVAL.

4"

" 9"

UTILITY

CONCRETE

PER VA

SPECIFICATIONS

6"Øx7'-0"

STANDARD PIPE

POST BARRICADE

CONCRETE FILLED

3'- 3"

6"

" 4 1

/4"

8"

30"

4"

.25" DIA STEEL BAR

3-.625" DIA

LIFTING INSERTS

4-.50" DIA

THREADED

INSERTS

DECORATIVE

BAND

FRONT VIEW

A

SECTION A

BASIS OF DESIGN:

MODEL #: JCS-86743

OUTER DIA (OD): 48"

POT OPENING (PO): 45"

HEIGHT (HT): 28"

BASE: 37"

WEIGHT: 998LBS

100"

60"

5'- 0"

CONCRETE FILL ALL VERTICAL CAVITIES

(TYP. FOR OPERATOR AND YOKE ENDS)

PAD TO PAD VARIES

CLEAR OPENING VARIES

OPERATOR BOLSTER

YOKE BOLSTER

LEFT HAND OPERATOR

SECURED SIDE

UNSECURED SIDE

NOTE:

SEE FOUNDATION

PRINTS FOR

CONDUIT LOCATIONS

GATE LENGTH VARIES

PIN TO PIN VARIES

HE

IG

HT

V

AR

IE

S

OPTIONAL GATE IS FOR

ANTI-PERSONNEL

CLIMB OVER/UNDER ONLY

GATE GUARD

YOKE

2 1/2" HIGH STRENGTH

4140 STEEL PINS (BOTH SIDES)

OPTIONAL ASTM D4956 AND MUTCD

COMPLIANT REFLECTIVE TAPE

6" RAISED PAD

OPERATOR PAD

ELEVATION VIEW

PLAN VIEW

TOP RAIL OR TENSION WIRE

BRACE RAIL

CORNER, END,

OR PULL POST

TUSS ROD

(3/8" MIN. DIA)

TIE WIRES OR

CLIPS (TYP)

LINE POST

GREEN VINYL COATED CHAIN-LINK

(9 GAGE, 2" MESH)

BOTTOM OF FENCE

LINE POST

TENSION WIRE

TIE WIRES OR HOG

RINGS TYP

6" SLAB ON GRADE

HOG RINGS TYP

CONCRETE BASE

10" DIA

MIN

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

2"

4'- 0"

6"

16" MINIMUM DIA

6"

4'- 0"

M

IN

IM

UM

6"

2" 2" 2" D 2" 2" 2"

C

C

ELEVATION VIEW

E

6'- 0"

PLAN VIEW

GRADE

GI

DROP ROD

90°

AMERICAN

ULTRA LATCH

2"X4" ALUM SQ TUBE

HORIZONTAL GATE FRAMING TYP

6"X2" BOLT ON 180° HINGE

CHAIN LINK FABRIC

HINGE POST SIZE AND

HEIGHT TBD.

2" X 2" ALUM SQ TUBE CAPPED

VERTICAL GATE FRAMING TYP

3/16"Ø CABLE TRUSSING

3/16"Ø CABLE TRUSSING1" ALUM SOLID SQ GUSSETS

1" ALUM SOLID SQ GUSSETS

CHAIN LINK FABRIC

2"X4" ALUM SQ TUBE

HORIZONTAL GATE

FRAMING TYP.

SIDE VIEW GATE SECTION TYP

ASPHALT

3"

28"

6" B

EL

OW

G

RA

DE

CJR Br

REV 0 - 100% BID SET 2024-02-23

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL SITE TYPICAL DETAILS 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CS501

SITE

585-21-115

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS

SCALE: NTS

CONCRETE POST BARRICADES4 SCALE: NTS

TYPICAL STONE PLANTER DETAIL5

SCALE: NTS

RAM RESISTANT GATE1

SCALE: NTS

SECURITY FENCE3

SCALE: NTS

SWING GATE2

SHEET 162/22/2024

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EEE

E

E

BLDG 2

GARAGE

BLDG 12

BLDG 16

STORAGE

BLDG 10

INCINERATOR STORAGE

METER HOUSE

BLDG 2

BOILER PLANT

BLDG 2

BOILER PLANT

1138'

1139'

1140'

1141'

1142'

1143'

1140'

1141'

1140'

1141' 1141'

1142'

1142'

1143'

1143'

1143'

1143'

1141'

1142'

1142'

1143'

1143'

1142'

1142'

1141' 1142'

1142'

1142'

1143'

1141'

1143'

1142'

1143'

'1142'

1143'

1142'

1142'

1138.5'

1139.5'

1139.5'

1140.5'

1141.5'

1142.5'

1140.5' 1141.5'

.5

1.5

' 11 .5'

1140.5'

1141.5'

1142.5'

1142.5'

1142.5'

1141.5'

1141.5'

1142.5'

1141.5' 1142.5

.5'

1143.5'

1'

1141.5'

1143.5'

1144'

1142.5'

1141.45

1141.33

MATCH EX

1141.41

MATCH EX

1141.60

MATCH EX

1141.61

MATCH EX

1142.65

MATCH EX

1142.60

MATCH EX

1142.60

MATCH EX

1142.69

MATCH EX

1142.63

MATCH EX1142.60

MATCH EX

1142.57

MATCH EX

1142.80

MATCH EX

1143.28

MATCH EX

1143.43

1143.41 1143.48

1143.50

F.F.E 1143.65

D

T T P

H

P

H

H

D

SS

UE

FUEL TANK

48'-0" x 12'-0"

1143.00

MATCH EX

1143.63

1143.581143.54

1143.49

1143.07

1143.48 1143.57

1143.07

1143.27

1143.27

1143.57 1143.05

1143.60

1143.45

1143.34

1143.30

1143.57

1143.48

1143.57

1142.85

1143.10

1143.501143.50

1143.50

1143.49 1143.48

1143.28

1142.78

NEW DRAIN

RIM 1142.60

1143.50

1143.20

1141.78

MATCH EX

RIM

1142.50 1142.37

1142.92

1142.68

1142.46

1142.25

1141.94

1141.69

1142.94

1142.66

1142.49

EX MH

RIM 1142.31

1142.44

1142.30

1143.37

1143.03

1142.20

1142.94

MATCH EX

1142.74

MATCH EX

1143.48

1143.501143.50

1142.70

1143.28TC

1142.78BC

1143.22TC

1142.72BC

1142.02TC

1141.52BC

1143.19TC

1142.69BC

1143.24TC

1142.74BC

1142.18

1141.83

1142.03

1142.18

PUMP STATION 01

RIM 1142.88

OIL WATER SEP 01

RIM 1142.76

EX SMH

NEW SMH

ELECTRICAL MHTELECOM MH

ELECTRICAL MH

TELECOM MH

VALVE CHAMBER

STORM PUMP

STATION

NEW SMH

EX SMH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL GRADING PLAN 100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CG171

585-21-115

Br CJR

REV 0 - 100% BID SET 2024-02-23

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS

AND INTENT SHOWN THROUGHOUT THIS DRAWING SET.

KEYPLAN

12 16

SCALE: 1" = 20'-0"

CIVIL GRADING PLAN1

SHEET 172/22/2024

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

TRENCH UNDER OTHER AREA

TRENCH UNDER OR WITHIN 5

FEET OF ASPHALT OR CONCRETE

PAVEMENT, DRIVEWAY,

SIDEWALK OR PARKING LOT

EXISTING PAVEMENT

45°

FULL SAWCUT

DEPTH OF ASPHALT

SAWCUT AND MILL ASPHALT TOP (MIN DEPTH 1 1/2")

APPLY ASPHALT TACK COAT TO ALL EXPOSED CUT

ASPHALT SURFACES.

UNDISTURBED EARTH

WHERE SHOULDERS WITHIN 5 FEET OF

THE EDGE OF PAVEMENT ARE

EXCAVATED, THE TRENCH SHALL BE

BACKFILLED WITH SELECT BACKFILL

MATERIAL AND RESTORED ACCORDINGLY.

SELECT BACKFILL MATERIAL,

COMPACTED TO 95% PROCTOR

SUITABLE EXCAVATED

BACKFILL FREE OF ALL ROCKS

AND HARD LUMPS COMPACTED

TO 95% PROCTOR

NEW STORM SEWER

UNDISTURBED EARTH OR

ROCK TRENCH BOTTOM

COURSE MDOT (22A)

UNDISTURBED EARTH

EXISTING GRADE

PI

PE

Z

ON

E

6" MI

N

6" MI

N

TR

EN

CH

D

EP

TH

V

AR

IE

S

12" - 18" MAX

(UNSHORED

OR SHORED)

TYP

FOR ASPHALT AND

CONCRETE RESTORATION

1'-0"

NOTES:

1. SEE PLANS FOR EXTENTS

2. WHEN SURFACE IS SEEDED, INCLUDE

STRAW MULCH OR NATURAL COLOR

HYDROMULCH

3. ADD STARTER FERTILIZER PER SOILS

TEST RESULT

HYDROMULCH

INTO SOIL OR HYDROSEEDED

3" TURF SOIL. ROLL AND COMPACT

TO 85% PROCTOR DENSITY

CONCRETE SAND WITH COMPOST

AMENDMENT @ 1.5 CY / 1000 SF

UNDISTURBED SUBGRADE

OR COMPACTED FILL

DEMARCATION LAYER9"

1'- 0"

C

OV

ER

SE

E

PL

AN

S 3"

12" MIN

FLOW FLOW

FL

OW

FLOW

PLACE SANDBAGS OVER

FIBER ROLL TO HOLD IN PLACE

(TYP)

6" FIBER ROLL (MIN)

FIBER ROLL ENDS SHALL BE

OVERLAPPED 12" MIN AND TIED

TOGETHER

STORM DRAIN INLET

1' MIN

DROP INLET

WITH GATE

2"X4" WOOD FRAME

1.5' MAX

3' MIN

GATHER EXCESS

AT CORNERS

FRAME

FABRIC

STAKE

CONSTRUCTION SPECIFICATIONS

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR

SHORT TERM APPLICATIONS.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE

NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.

3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL

WITH A MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18

INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE

OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND

BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.

6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE

FABRIC FOR OVER FLOW STABILITY.

MAXIMUM DRAINAGE AREA 1 ACRE

BURIED

FABRIC

SLOPE VARIES

2-3" DEEP

TRENCH

8" DIAMETER

FIBER ROLL2-3" MAX

24" 1X1 WOOD STAKE

ENTRENCHMENT DETAIL

3-4'

3-4'

INSTALL FIBER ROLL IN

SHALLOW TRENCH (2-3")

NOTE: ADJACENT ROLLS

SHALL TIGHTLY ABUT

TYPICAL INSTALLATION

ECCENTRIC CONE

"O" RING JOINT

FOR "O" RING JOINTS, ASPHALTIC JOINT

COMPOUND (60-100mil) SHALL BE BUTTERED

ON SPIGOTS AND BELLS PRIOR TO

ASSEMBLING THE MANHOLE SECTIONS.

AFTER THE BARREL SECTIONS ARE

ASSEMBLED, THE EXCESS JOINT COMPOUND

SHALL BE TROWELED OFF THE INSIDE AND

OUTSIDE FACES. THE INSIDE FACE OF THE

JOINT SHALL THEN BE TROWELED.

2° TAPER

FIRST MANHOLE STEP SHALL BE 6"

FROM THE TOP OF THE CONE.

6" CLASS 1, NO. 1 STONE COMPACTED TO THE

PROPER ELEVATION, REQUIRED UNDER ALL

MANHOLE BASES.

6" BELOW LOWEST INVERT (EMBED MIN. 12"

INTO CLEAN #1 STONE)

96"

6"

8"

6" (M

IN

THE CHANNEL WIDTHS OF ALL BENCH TROUGHS

SHALL BE EQUAL TO THE DIAMETER OF THE PIPE.

2 1 /2"

C L

RIM ELEVATION OF THE COVER TO BE FLUSH

WITH EXISTING PAVEMENT

THE JOINT BETWEEN THE MANHOLE FRAME AND

THE EXTENSION RING TO BE MADE WITH AN

APPROVED COMPOUND SUCH AS DEWITT NO.10,

DURASEAL 3101, PIONEER 301 OR EQUAL.

6'-0" 5"

8" 2'-6"

6"

8"

2'- 6"

(M

IN

) 4 '-0

"(M

AX

3'- 0"

MI

N.

6' -0

"M

AX

1"

6"

#4 6" EW (12' DEPTH OR LESS)

#5 5" EW (12' DEPTH OR MORE)

4000 P.S.I. CONCRETE FILL

ADJUST TO GRADE WITH APPROVED PRE-CAST

EXTENSION RINGS.

(A) THE JOINTS BETWEEN THE CONE SECTION AND THE

EXTENSION RINGS SHALL BE MORTARED IN PLACE,

(B) THE INDIVIDUAL RINGS SHALL NOT EXCEED 6" IN

THICKNESS. THE TOTAL NUMBER PLACED SHALL BE

LIMITED TO 2 OR A MAXIMUM OF 12" IN HEIGHT.

(C) THE ENTIRE OUTSIDE SURFACE FROM THE FRAME

CASTING TO THE CONE SECTION SHALL BE COATED

WITH COATING MATERIAL.

SEWER PIPE SHALL NOT BE CLOSER THAN

6" TO MANHOLE JOINT SURFACES FOR BASE

AND BARREL SECTIONS.

WATERTIGHT MANHOLE BOOT SEAL OR LINK-SEAL CONSISTING

OF SOLID SYNTHETIC RUBBER LINKS CONNECTED WITH HEAVY

ELONGATED WASHERS, BOLTS AND NUTS.

AFTER INSTALLATION, THE LINK SEAL ASSEMBLIES AT THE

WALL PENETRATIONS OF THE MANHOLE SHALL BE COATED.

ASTM C478 (LATEST DATE) REINFORCED

CONCRETE (4000 PSI) TONGUE AND GROOVE

SECTIONS WITH ROUND NEOPRENE GASKETS

OR SUPERSEAL.

SEE DETAIL 3

THIS SHEET

FINISHED GRADE

A

A

FOUR 7/8" DIAMETER HOLES ON

33 3/4" DIAMETER BOLT CIRCLE

" D

IA

ME

TE

R

25 1/2"

24 1/4"

7"

1 1 /2"

22"

26 3/16"

36" DIAMETER

B B

24" DIAMETER

24" DIAMETER

1 1 /2"

1 1 /2"

1/4

1/4

SECTION A-A

SECTION B-B

SECTION B-BATERNATE PROFILES

PERMITTED

NOTES:

1. THE CASTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT STANDARD

SPECIFICATION FOR GRAY IRON CASTINGS.

2. ALL CASTINGS SHALL BE CLEARED BY CURRENT APPROVED BLASTING

METHODS.

3. THE SEATING FACE OF THE LID AND THE SEAT FOR THE SAME ON THE

FRAME SHALL BE GROUND OR MACHINED SO THAT THE LID WILL HAVE AN

EVEN BEARING ON ITS SEAT TO PREVENT ROCKING OR TILTING.

4. THE CASTINGS SHALL BE FREE OF POURING FAULTS, BLOW HOLES, CRACKS

AND OTHER IMPERFECTIONS. THEY SHALL BE SOUND, TRUE TO FORM AND

THICKNESS, CLEAN AND NEATLY FINISHED, AND SHALL BE COATED WITH COAL TAR

PITCH VARNISH.

5. THIS COVER IS DESIGNED TO FIT ON ANY MANHOLE OR ON ANY EXISTING

SIMILAR STRUCTURE WHEN SO DESIGNATED ON THE PLAINS.

6. LID SHALL BE LABLED STORM MH.

Br CJR

REV 0 - 100% BID SET 2024-02-23

SCALE: NTS

MDOT B FRAME & COVER3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL GRADING & DRAINAGE

DETAILS

100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CG501

SITE

585-21-115

SCALE: NTS

TYPICAL SEEDED LAWN ESTABLISHMENT DETAIL5 SCALE: NTS

STORM INLET PROTECTION DETAIL6

SCALE: NTS

TYPICAL FILTER FABRIC INLET PROTECTION2

SCALE: NTS

FIBER ROLL INSTALLATION4

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS

SCALE: NTS

MONOLITHIC PRECAST BASE STORM MANHOLES1

SCALE: NTS

STORM SEWER TRENCH DETAIL7

SHEET 182/22/2024

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EEEEEEEE

STORAGE

SHEDS

E

E E

FU

EL

S

TA

TI

ON

CONTROLS

FUEL STATION

MA

TE

RI

AL

S

TO

RA

GE

N89° 19' 12"W 878.64'

BLDG 2

GARAGE

BLDG 12

BLDG 16

STORAGE

BLDG 19

SALT SHED

BLDG 10

INCINERATOR STORAGE

METER HOUSE

BLDG 2

BOILER PLANT

BLDG 2

BOILER PLANT

S

F F F

10'

TYP

.0'

33.0'

NO PARKING

E

F

B

.5'

.0'

12.5'

24.5'

20.5'

.0'

.5'

.0'

C

A C

C

.0'

14.5'

5D

R9.0'

.5'

R170.0'

5.5

FUEL TANK

48'-0" x 12'-0"

24.5'

.0'

6.5

.5'

.0'

.0'

20.0'

.0'

63.0'

39.5'

.5' 10.0'

5.5' 9.7'

.5'

GUARD

HOUSE

.5'

194.0'

NO

PARKING

15.5'

.5'

5.0

45.1'

Br CJR

REV 0 - 100% BID SET 2024-02-23

SCALE: 1" = 20'-0"

CIVIL PAVEMENT AND SIGNAGE PLAN1

KEYPLAN

12 16

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE PHASED

WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND BETWEEN ANY AND

ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND INTENT SHOWN

THROUGHOUT THIS DRAWING SET.

4.

HELVETICA BOLD IS THE STANDARD TYPEFACE FOR THE VA SIGN SYSTEM AND WILL BE

USED PREDOMINANTLY THROUGHOUT THE SIGN PROGRAM. SIGNS IDENTIFYING

PERMANENT ROOMS SHALL BE ABA COMPLIANT, TO ACCOMMODATE THE VISUALLY

IMPAIRED.

5.

NORMAL LETTER SPACING IS UTILIZED WHEN THE READABILITY RATIO FACTOR (CAPITAL

LETTER HEIGHT IN INCHES TO MAXIMUM READABLE VIEWING DISTANCE IN FEET) IS 1:25

FOR A WORD USING UPPER AND LOWER CASE LETTERS. WORD SPACING SHALL BE

EQUIVALENT TO THE WIDTH OF A LOWER CASE “v”.

6. ALL POST MOUNTED SIGNS SHALL BE PROVIDED WITH A BREAK-AWAY POST

CONFIGURATION SO AS TO FACILITATE FUTURE MAINTENANCE AND REPLACEMENT.

7. SEE SIGN SCHEDULE SHEET CP501

KEYED NOTE

1 6' WIDE WHITE PAINTED CROSSWALK

2 4" WHITE PAINTED PARKING STALL LINES

3 "NO PARKING AREA" YELLOW PAINTED TEXT

4 WHITE PAINTED DIRECTIONAL ARROWS

5 12" WIDE WHITE PAINTED STOP LINE

6 8" WIDE YELLOW PAINTED CROSSHATCH MARKINGS

SIGNAGE TYPE LEGEND

A EN-05.01 - LARGE SINGLE POST INFORMATIONAL

B EN-06.06 - WALL MOUNTED BUILDING IDENTIFICATION

C EN-10.01 - STOP

D EN-10.05 - SPEED LIMIT

E EN-10.09 - PEDESTRIAN CROSSING

F PL-12.03 PARKING STALL DESIGNATION

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL PAVEMENT AND SIGNAGE

PLAN

100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CP171

585-21-115

SHEET 192/22/2024

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

6'- 0"

2'- 6"

3" 2 1 /2"

1 1 /4"

3"

3"

1 1/2" 2'-0"

Authorized Vehicles Only Beyond This Point

7'- 0"

VA

RI

ES

B

Y

SI

ZE

O

F

SI

GN

3"

3"

6'- 0"

1'- 6"

3"

3"

1" 1'-0"

PARKING STALL

DESIGNATION

3/4

1 1 /4"

1 1 /4"

5/8 "Reserved

Boiler Operator

7'- 0"

VA

RI

ES

B

Y

SI

ZE

O

F

SI

GN

3"

3"

1" 2'-

0"

2'-0" 3" 3"

2" 6"

2"

Building

7'- 0"

VA

RI

ES

B

Y

SI

ZE

O

F

SI

GN

3"

3"

COMPRESSED SUBGRADE

BASE

SURFACE

FINISHED GRADE

R2"

GRANITE CURB

4"

6"

6"

6 TO 1 (MAX)

CONCRETE CURB TERMINAL SECTION

6" M

IN DESIGN END OF CURB 1/2" BITUMINOUS

JOINT FILLER

TOP OF CURB

PAVEMENT

SURFACE3/4" R

CONCRETE

WALK

CONCRETE WALK

SECTION A

1:20 MAX SLOPE

PLAN

A

A

A

A

1:20

MAX

1:20

MAX

6'-6"

RAMP FLUSH

WITH GUTTER

4"

EXPANSION

JOINT

6'-0" 6'-0"

CURB AND

GUTTER5'-0"EXPANSION

JOINT

1:20

MAX

1:20

MAX

CONCRETE

WALK

6'-0" 6'-0"

5'-0"

PLAN

CURB AND

GUTTER

TACK COAT

NEAT CUT

PAVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

LIMIT OF PAVEMENT OR MILLING RECONSTRUCTION

EXIST

PAVEMENT SECTION

NEW FULL DEPTH

1"

LIMIT OF MILLED SECTION

PLAN

A

MILLED TRANSITION

AREA VARIES

TRAVEL

LANES

NOTE:

THE COST OF ALL WORK ASSOCIATED WITH PAVEMENT TERMINATION (NEAT CUT, TACK COAT, MILLING AND PAVEMENT REMOVAL) SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS ASPHALT ITEMS.

45°, MAX (TYP)

2'

MIN

A

MILLED

TRANSITION

LENGTH

VARIES

EXISTING

PAVEMENT

PAVEMENT

RECONSTRUCTION OR

MILLING

3'" MDOT BIT. MIX LVSP

BITUMINOUS SURFACE

8" GRAVEL SUB-BASE

COURSE MDOT ( 22A)

COMPACTED FILL OR

PREPARED SUB-GRADE

(NOTE 1)

3" 8"

12" GRANULAR SAND-MDOT

CLASS II-SUBBASE

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB

OR OTHER ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT

LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED 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. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH

A FINE BRUSH IN A TRANSVERSE DIRECTION.

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

1% MIN

2% MAX

6" M

IN

VARIES PER PLANS 0' MIN

10.5' MAX

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

60' MAX

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) PL

AN

S

P

ER

P

ER

PL

AN

S

PLAN4000 PSI CONCRETE

1" SCORED OR SAWCUT

CONTRACTION JOINT

1/4" R (TYP) FORMED

JOINTS ONLY

1/4" DEEP

SCORED

JOINTS3/1

6"

6" (T

YP

EXPANSION JOINT WITH 1/4"

BITUMINOUS JOINT FILLER

TOP OF CURB

1% MIN

2% MAX

M

6"N

9"

DETAIL DIMENSION LANE TIES CONCRETE

CYD / LFTM N

F3 2'-0" 1 3/8" AS SHOWN 0.0610

INSTALL CURB ON 8" OF

COMPACTED MDOT 22A

CRUSHED BASE.

5 1/2" 1 3/4"

1'- 2"

NOTE:

R 2" R 2"

CJR FTG

REV 0 - 100% BID SET 2024-02-23

SCALE: 1/2" = 1'-0"

EN-05.01A

1/CP171

SCALE: 1/2" = 1'-0"

EN-06.06B

1/CP171

SCALE: 1/2" = 1'-0"

EN-10.01C

1/CP171

SCALE: 1/2" = 1'-0"

EN-10.04, EN-10.05

D

1/CP171

SCALE: 1/2" = 1'-0"

EN10.09E

1/CP171

GENERAL NOTES

1. SEE C-001 FOR CIVIL SERIES NOTES AND LEGENDS.

2.

HELVETICA BOLD IS THE STANDARD TYPEFACE FOR THE VA SIGN SYSTEM AND WILL BE USED

PREDOMINANTLY THROUGHOUT THE SIGN PROGRAM. SIGNS IDENTIFYING PERMANENT ROOMS

SHALL BE ABA COMPLIANT, TO ACCOMMODATE THE VISUALLY IMPAIRED.

3.

NORMAL LETTER SPACING IS UTILIZED WHEN THE READABILITY RATIO FACTOR (CAPITAL LETTER HEIGHT IN INCHES TO MAXIMUM READABLE VIEWING DISTANCE IN FEET) IS 1:25 FOR A WORD USING UPPER AND LOWER CASE LETTERS. WORD SPACING SHALL BE EQUIVALENT TO THE WIDTH OF A LOWER CASE “v”.

4. ALL POST MOUNTED SIGNS SHALL BE PROVIDED WITH A BREAK-AWAY POST CONFIGURATION SO

AS TO FACILITATE FUTURE MAINTENANCE AND REPLACEMENT.

SIGNAGE TYPE NOTES

A

EN-05.01

SIZE: 2'-6” H X 2'-0” W

DESCRIPTION: LARGE SINGLE POST INFORMATIONAL

TEXT COLOR: WHITE

GRAPHIC COLOR: N/A

BACKGROUND COLOR: ANOLE GREEN

MOUNTING: SINGLE POST

POSITION: RIGHT SIDE OF TRAVEL LANE FACING ONCOMING TRAFFIC

B

EN-06.06

SIZE: 2'-0” H X 2'-0” W

DESCRIPTION: WALL MOUNTED BUILDING IDENTIFICATION

TEXT COLOR: WHITE

GRAPHIC COLOR: N/A

BACKGROUND COLOR: LIME PEEL

MOUNTING: BUILDING WALL

POSITION: ADJACENT TO BUILDING MAIN ENTRANCE

C

EN-10.01

SIZE: 2'-6” H X 2'-6” W

DESCRIPTION: STOP (R1-1)

TEXT COLOR: PER MUTCD

GRAPHIC COLOR: N/A

BACKGROUND COLOR: PER MUTCD

MOUNTING: SINGLE POST

POSITION: RIGHT SIDE OF TRAVEL LANE FACING ONCOMING TRAFFIC

D

EN-10.04

SIZE: PER MUTCD

DESCRIPTION: SPEED LIMIT (R2-1)

TEXT COLOR: PER MUTCD

GRAPHIC COLOR: N/A

BACKGROUND COLOR: PER MUTCD

MOUNTING: SINGLE POST

POSITION: RIGHT SIDE OF TRAVEL LANE FACING ONCOMING TRAFFIC

E

EN-10.09

SIZE: PER MUTCD

DESCRIPTION: PEDESTRIAN CROSSING (W11-2)

TEXT COLOR: PER MUTCD

GRAPHIC COLOR: PER MUTCD

BACKGROUND COLOR: PER MUTCD

MOUNTING: SINGLE POST

POSITION: RIGHT SIDE OF TRAVEL LANE FACING ONCOMING TRAFFIC

F

PL-12.03

SIZE: 1'-6” H X 1'-0” W

DESCRIPTION: PARKING STALL DESIGNATION

TEXT COLOR: WHITE

GRAPHIC COLOR: N/A

BACKGROUND COLOR: NEW VA BLUE

MOUNTING: SINGLE POST

POSITION: SUCH THAT DRIVER HAS CLEAR, UNOBSTRUCTED VIEW OF THE SIGN; SET

BACK SO THAT OVERHANGING VEHICLE BUMPERS CANNOT CONTACT THE SIGN POST

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL PAVEMENT AND SIGNAGE

DETAILS

100% BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CP501

585-21-115

SCALE: 1/2" = 1'-0"

PL-12.03F

1/CP171

SCALE: NTS

TYPICAL CURB DETAIL1 SCALE: NTS

CURB RAMP DETAIL2 SCALE: NTS

TYPICAL ASPHALT OVERLAY SPLICE3

SCALE: NTS

MDOT CURB TYPE F35SCALE: NTS

TYPICAL ASPHALT DETAIL4 SCALE: NTS

TYPICAL CONCRETE SIDEWALK6

SHEET 202/22/2024

AutoCAD SHX Text t

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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STSTST

E E

EEEEEEE

E

E E E EE E

E

E E

E

E

E

E

E E

E E

E E

E E

E

E

E E

E E E

E E

E

E

E

E

E E

E

E E

E

E

E

E E

E E

E

E E

E

FU

EL

S

TA

TI

ON

CONTROLS

FUEL STATION

WV

E E

E

E

E E

E

E

E E E E

E

E E E

E

E

E E

E

E

E

WV

WV

WV

MA

TE

RI

AL

S

TO

RA

GE

N89° 19' 12"W 878.64'

E E

E

BLDG 2

GARAGE

BLDG 12

BLDG 16

STORAGE

BLDG 19

SALT SHED

BLDG 10

INCINERATOR STORAGE

METER HOUSE

BLDG 2

BOILER PLANT

BLDG 2

BOILER PLANT

S

E

SA

BLDG 2

BOILER PLANT

DWSSA

FWFW

D

T T P

H

P

H

H

FW

ST

ST

ST

ST

D ST

ST

ST

ST

ST

ST

ST

SA SA SA

SA

SA

SA

SA

SS

UE

FUEL TANK

48'-0" x 12'-0"

SA

SA

SFM

SF

M

SF

M

SF

M

SF

M

SFM SFM SFM

NEW 4" POTABLE

WATER SERVICE

NEW 6" FIRE

WATER SERVICE

NEW 4"

SANITARY PIPE

INV 1140.50-S

OIL WATER

SEPARATOR

TAP EXISTING MAIN

INSTALL VALVE 6X4 TAP

TIE TO EX SMH 103

FUEL TRUCK

UNLOADING AREA

TIE TO EX

EX SMH 1053/2100

SMH P01

HYDRANT

ASSEMBLY

LAW

N AREA

FOFOFOFOFO

FO

FO

JB

C

C

C

C

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UE

UE

UE UE UE UE

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UE

UE

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UE

UE

PB

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E E

E E

UE

JB

FO

FO

FO FO

FO

FO

FO

C

C

C

UE UE UE UE UE

C

UE

UE

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ST-02

ST-03

F.F.E 1143.65

NEW 6" ROOF DRAIN

IE 1140.65-N

EXISTING 10"

ROOF

DRAINAGE

1125.59

SA

-0

SA-02

SA-04

SA-05

SMH P02

SAN MH02

EX SMH 1050/2202

SAN MH01

ST-01

LIFT STATION

FOUNDATION DRAIN

EL 1141.53

TRENCH DRAIN

EL 1137.95

SA-03

CU172

CU172

DUPLEX CONTROL

PANEL

CU172

FUEL PIPE TRENCH

NEW 6"

INDUSTRIAL PIPE

INV 1136.65-S

ST-0

CU503

TAP EXISTING MAIN

INSTALL VALVE 6X6 TAP

VALVE PIT

Br CJR

SCALE: 1" = 20'-0"

CIVIL UTILITIES PLAN1

REV 0 - 100% BID SET 2024-02-23

GENERAL NOTES

1. SEE C-001 FOR C-SERIES NOTES AND LEGENDS.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND BETWEEN

ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND INTENT

SHOWN THROUGHOUT THIS DRAWING SET.

KEYPLAN

12 16

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

CIVIL UTILITIES PLAN FINAL BID SET

REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

2024-02-23

CU171

SITE

585-21-115

STORM SEWER DATA

ID RIM PIPE INV IN TYPE SIZE PIPE INV OUT TYPE SIZE NOTES

EX SMH 1053

/2100

1141.96 ROOF DRAIN

EX PIPE

EX PIPE

1140.57(S)

1128.80 (E)

1123.85 (N)

CAST IRON

CONCRETE

CONCRETE

6" 10" 24"

EX PIPE

ST-01

1123.71 (S)

1123.71 (W)

CONCRETE

PVC

30" 30"

REPLACE

EXISTING

GRATE & LID

SMH P01 1142.60 ST-01 1123.37 (E) PVC 30" ST-02 1123.33 (S) PVC 30" NEW

STRUCTURE

SMH P02 1142.71 ST-05

ST-02

1123.07 (NE)

1122.16 (N)

CAST IRON

PVC

10" 30"

ST-03 1122.11(SE) PVC 30" NEW

STRUCTURE

EX SMH 1057 1142.50 EX PIPE

ST-03

EX PIPE

1132.94 (N)

1121.64 (NW)

1121.36 (W)

PVC

PVC

CONCRETE

4" 30" 30"

EX PIPE 1121.37 (SE) CONCRETE 30" REPLACE

EXISTING

GRATE & LID

SANITARY SEWER DATA

ID RIM PIPE INV IN TYPE SIZE PIPE INV OUT TYPE SIZE NOTES

OIL/ WATER

SEPERATOR

1142.76 INDUSTRIAL PIPE 1136.06 (S) CAST IRON 6" DISCHARGE

TO LIFT

STATION

1135.85 (SE) CAST IRON 6" NEW

STRUCTURE

LIFT

STATION

1142.88 SANITARY PIPE

DISHCARGE FROM

O/S SEPARATOR

1139.88 (N)

1135.59 (NW)

CAST IRON

CAST IRON

6" 6"

SA-02 1136.45 HDPE DR 14 4" NEW

STRUCTURE

SAN MH01 1143.35 SA-02 1141.65 (W) HDPE DR 21 4" SA-03 1138.35 (E) PVC DR 35 8" NEW

STRUCTURE

SAN MH02 1142.69 SA-03 1136.64 (W) PVC DR 35 8" SA-04 1136.47 (E) PVC DR 35 8" NEW

STRUCTURE

EX SMH 1050

/2202

1143.06 SA-04

EX PIPE

1132.23 (NW)

1132.13 (S)

PVC DR 35

CLAY

8" 8"

EX PIPE 1132.16 (N) CLAY 8" REPLACE

EXISTING

GRATE & LID

STORM PIPE DATA

PIPE LENGTH SIZE TYPE SLOPE NOTES

ST-01 41' 30" PVC 0.0075

ST-02 154' 30" PVC 0.0075

ST-03 60' 30" PVC 0.0075

ST-04 64' 10" PVC 0.02

SANITARY PIPE DATA

PIPE LENGTH SIZE TYPE SLOPE NOTES

SA-01 37' 15" PVC 0.02 FITTING TIES

TRENCH AND

FOUNDATION

DRAINS TOGETHER

SA-02 299' 4" HDPE N/A PIPE CURVES TO

CLEAR EX TUNNEL

& WATER MAIN

SA-03 85' 8" PVC 0.02

SA-04 112' 8" PVC 0.0376

REV 1 - FINAL BID SET 2024-04-05

REV 2 - PRE-BID UPDATES 2024-08-01

8/1/2024 SHEET 21

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text D

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N