MDNR HOTGTI Dwgs for Bidding Vol 2.pdf

PDF 17 MB Posted Jan 3, 2025

Attached to: 751/18297. ABG; Heart of the Great Turtle Island
Solicitation number: RFQ 171 250000000087 5
Issued by: Lenawee County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This document set comprises bidding drawings for the Heart of the Great Turtle Island (HOTGTI) project in Moran Township, Michigan, prepared by the Michigan Department of Natural Resources under the Department of Technology, Management and Budget. The project includes construction of a Learning Commons building with electrical, mechanical, plumbing, and site work components, as well as separate Powwow Grounds and Entry Structure/Drum Circle improvements. The electrical drawings (Volume 2) detail comprehensive electrical systems for the Learning Commons including basement and first-floor lighting plans, power and communication plans, mechanical electrical plans, service entrance specifications, grounding details, fixture schedules, and control systems. The site work drawings encompass existing conditions surveys, soil erosion and sedimentation control measures, demolition plans, layout and materials specifications, grading plans with elevations, utilities and stormwater management plans with profiles, and landscape plans. The bidding document indicates a review date of November 8, 2024, with issuance for bidding on November 20, 2024. Specific bid due dates, site visit requirements, or bidder conference information are not explicitly stated in these technical drawings.

The technical specifications require all electrical work to comply with the 2017 National Electrical Code (NEC) for the Learning Commons and 2023 NEC for the Powwow Grounds, with coordination through the Authority Having Jurisdiction (AHJ). The electrical contractor must obtain all necessary permits and certificates of inspection and coordinate with Cloverland Electric for service requirements, including a pad-mounted transformer and underground service connections. Site work includes water service installation (755-820 feet), sanitary forcemain connections, storm drainage improvements, concrete and asphalt pavement, erosion control measures, and utility relocations. The contractor is responsible for calling Miss Dig 811 at least three working days prior to construction, protecting existing utilities, and restoring disturbed areas. All work must comply with Michigan Natural Resources and Environmental Protection Act Part 91 (soil erosion and sediment control) and ADA accessibility standards. No pricing information, funding sources, or contract award details are provided in these technical drawing sets.

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Other files

File	Type	Posted
12-18297 DTMB Addendum 3.pdf	PDF	Jan 3, 2025
12-18297 DTMB Addendum 1 - 2024-12-10.pdf	PDF	Jan 3, 2025
12-18297 DTMB Addendum 2 - 2024-12-12.pdf	PDF	Jan 3, 2025
MDNR HOTGTI Dwgs for Bidding Vol 1.pdf	PDF	Jan 3, 2025
751 18297 ABG HOTGTI Addm 4.pdf	PDF	Jan 3, 2025
00 Bid Advertisement - HOTGTI 751 18297 ABG.pdf	PDF	Jan 3, 2025
MDNR HOTGTI Specs for Bidding.pdf	PDF	Jan 3, 2025

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KinjalDesai Snapshot

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E1.1 ELECTRICAL NOTES & DETAILS

E2.1 BASEMENT LIGHTING PLAN

E2.2 FIRST FLOOR LIGHTING PLAN

E3.1 BASEMENT POWER & COMMUNICATION PLAN

E3.2 FIRST FLOOR POWER & COMMUNICATION PLAN

E4.1 MECHANICAL ELECTRICAL PLANS

DRAWING INDEX:

E1.1

ELECTRICAL NOTES

& DETAILS

SCH 40 RIGID PVC

CONDUIT-TYP.

MECHANICALLY TAMPED

BACKFILL (98% COMPACTION)

6" WIDE (MIN) RED VINYL MARKER

TAPE TO RUN CONTINUOUS OVER

CONDUIT. IT SHALL READ "CAUTION:

ELECTRIC LINE BURIEDBELOW."

6" 21A LIMESTONE C.I.P.

3" No.1100 20AA LEVELING COURSE

EXISTING GRADE

LAWN AREA. GRADE TO

MATCH EXISTING

12" MAX

REMOVE/RESTORE

EXISTING BRICK PAVERS

TO MATCH CONDITIONS

PRIOR TO CONSTRUCTION

SAWCUT

(TYP.)

6" MINIMUM CLEAN SAND

6" MIN.

CLEAN

SAND6"

12" MAX

CONDUCTORS-TYP.

SCALE: N.T.S.

TYPICAL TRENCH DETAIL

NOTE:

THE ELECTRICAL CONDUIT AND THE BUILDING COMMUNICATION CONDUIT MAY RUN IN THE

SAME TRENCH WHERE PRACTICAL

Know what's below .

Call before you dig.

GENERAL NOTES:

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 VERSION OF THE NEC, WITH

ALL LOCAL SUPPLEMENTS AND WITH ALL INSTRUCTIONS PROVIDED BY THE AHJ.

2. THE EC SHALL OBTAIN ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED

FOR THE BENEFICIAL USE OF THE SPACE BY THE OWNER.

3. PROVIDE DEDICATED (NON-SHARED) NEUTRAL CONDUCTORS FOR ALL SINGLE

POLE CIRCUITS.

4. ALL WIRING DEVICES SHALL BE RATED 20A, 120/277 VOLT, OR 20A, 125 VOLT, AND

SHALL BE SPECIFICATION GRADE.

5. LABEL THE NEW SWITCHES AND RECEPTACLES INDICATING THE PANEL AND

ASSOCIATED CIRCUIT NUMBER THAT IS SERVING THE DEVICE. NAMETAGS SHALL

CONSIST OF BLACK TEXT PERMANENTLY LAMINATED TO ADHESIVE BACKED CLEAR

NYLON OR MYLAR TAPE.

6. PROVIDE TYPED, UPDATED PANEL DIRECTORIES FOR ALL PANELS.

7. SWITCHES SHALL BE MOUNTED AT 42" AFF TO CENTRE.

8. THE E.C. SHALL ADJUST THE AIM OF THE EM LIGHTS TO PROVIDE OPTIMAL

LIGHTING OVER THE PATH OF EGRESS.

9. RECEPTACLES SHALL BE MOUNTED AT 18" AFF TO CENTRE, UNLESS MOUNTED

ABOVE COUNTER TOPS OR SINKS.

10. ALL WIRING LOCATED ABOVE SUSPENDED CEILINGS SHALL BE SUPPORTED IN

ACCORDANCE WITH NEC ARTICLE 300.11.

11. ELECTRICAL OPENINGS THRU FIRE RATED WALLS, FLOORS OR CEILINGS SHALL BE

FIRE STOPPED USING APPROVED METHODS PER NEC 300.21.

12. OUTLET BOXES ON OPPOSITE SIDES OF FIRE RESISTANT WALLS SHALL BE

SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24".

13. INSURE PROPER WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT PER NEC

110.26.

14. THE E.C. SHALL COORDINATE WITH OTHER TRADE CONTRACTORS ON THE

PROJECT TO INSURE PROPER MOUNTING HEIGHTS, LOCATIONS AND

CONNECTIONS. THE E.C. IS CAUTIONED TO COORDINATE WITH MECHANICAL

TRADES TO VERIFY THE ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR

TO ROUGH-IN. THE E.C. SHALL ADJUST FROM THE PLANS, AS REQUIRED, TO

SUPPORT THE ACTUAL EQUIPMENT BEING INSTALLED.

15. CONDUITS INDOORS SHALL BE EMT WITH STEEL SET SCREW FITTINGS. #12-3

METAL CLAD COPPER CABLE (MC) MAY BE USED WHERE ALLOWED FOR BY THE

AHJ. EXPOSED CONDUITS OUTDOORS SHALL BE HOT DIPPED GALVANIZED RIGID

STEEL OR INTERMEDIATE METAL CONDUIT WITH CAST OR MALLEABLE IRON

THREADED FITTINGS AND BUSHINGS.

16. FINAL CONNECTIONS TO RECESSED LIGHTING FIXTURES AND UNDERCOUNTER

LIGHTS SHALL BE 1/2" MINIMUM FLEXIBLE METALLIC CONDUIT WITH STEEL FITTINGS,

MANUFACTURED WIRING SYSTEMS OR TYPE MC CABLE NOT EXCEEDING SIX FEET

IN LENGTH. MANUFACTURED WIRING SYSTEMS SHALL ONLY BE USED ABOVE

ACCESSIBLE CEILINGS. THEY SHALL NOT BE USED IN WALLS OR ABOVE

PERMANENT CEILINGS. TYPE MC CABLE CONDUCTORS SHALL BE COLOR CODED

TO MATCH THE BUILDING COLOR-CODING SCHEME, AND THE MC CABLE SHALL BE

TERMINATED WITH STEEL SET SCREW CONNECTORS THAT HAVE INTEGRAL

INSULATING BUSHINGS. SELF-LOCKING, TWIST-IN TYPE FITTINGS ARE NOT

ACCEPTABLE.

17. COORDINATE THE EXACT LOCATIONS OF ALL ELECTRICAL INTERFACES WITH

DISPLAY CABINETS, ETC. ON-SITE WITH THE OWNER AND DISPLAY MFGR. ADJUST

FROM WHAT IS SHOWN ON THE PLANS AS REQUIRED TO ACCOMPLISH THE INTENT

OF THE PROJECT.

18. FINAL CONNECTIONS TO MOTORS AND EQUIPMENT SUBJECT TO VIBRATION OR

REMOVAL FOR MAINTENANCE SHALL BE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT

WITH STEEL LIQUID TIGHT FITTINGS.

19. LABEL THE NEW SAFETY SWITCHES INDICATING EQUIPMENT NAME OR NUMBER,

THE PANEL AND ASSOCIATED CIRCUIT NUMBER THAT IS SERVING THE DEVICE.

EQUIPMENT NAMEPLATES SHALL BE ENGRAVED 1/8" THICK PLASTIC WITH BLACK

LETTERS ON A WHITE BACKGROUND, AND LETTERS AT LEAST 1/4" HIGH.

NAMEPLATES SHALL BE ATTACHED WITH A MINIMUM OF TWO SHEET METAL

SCREWS OR BOLTS WITH NUTS. EMBOSSED PLASTIC TAPE LABELS ARE NOT

ACCEPTABLE.

20. IF NO COLOR CODING SYSTEM EXISTS FOR EACH INDICATED SYSTEM FUNCTION

AND VOLTAGE, COLOR CODE CIRCUITS AS FOLLOWS:

SINGLE PHASE POWER 240/120 VOLTS:

PHASE X(A): BLACK

PHASE Y(B): RED

NEUTRAL: WHITE

GROUND: GREEN

INCOMING SERVICE NEUTRAL FROM

UTILITY COMPANY TRANSFORMER WITH

SECONDARY GROUNDED PER UTILITY

COMPANY REQUIREMENTS

GROUND JUMPER

AROUND ANY

NON-METALLIC

PIPE SECTIONS

SOURCE

UNDERGROUND METAL

WATER LINE IN DIRECT

CONTACT WITH EARTH FOR

ATLEAST 10'

#1/0 AWG

BARE COPPER

NOTE:

GROUNDING SHALL BE

IN ACCORDANCE WITH

NEC 250

NEUTRAL

E Q

M E

N T

G R

O U

N D

SERVICE ENTRANCE RATED A.T.S.

ENCLOSURE

GROUND

CADWELD EXOTHERMIC

OR APPROVED MECHANICAL

CONNECTION (TYP.)

10'

10'X3/4" DRIVEN COPPER

RODS IN EARTH (TYP. 3)

BARE COPPER

NOT TO SCALE

SERVICE ENTRANCE GROUNDING DETAIL

#1/0 AWG

BARE COPPER

STEEL REINFORCING

CONCRETE FOOTING

CADWELD TO STEEL

REBAR CAGE

SCALE: N.T.S.

ELECTRICAL RISER DETAIL

NOTES:

1. THE EC SHALL COORDINATE WITH

THE CLOVERLAND ELECTRIC

SERVICE PLANNER FOR THE

EXACT REQUIREMENTS OF THE

ELECTRICAL SERVICE. IT IS

ASSUMED THAT IT WILL BE

DERIVED FROM A POLE MOUNTED

UTILITY TRANSFORMER WITH AN

UNDERGROUND CONDUIT FROM

THE SERVICE POINT TO THE C.T.

CABINET / KWH METER METER.

ADJUST AS REQUIRED TO SUITE

CLOVERLAND ELECTRIC

REQUIREMENTS. THE LOCATION

OF THE SERVICE POINT HAS TO

BE DETERMINED ON-SITE.

LC Learning Commons

NOT TO SCALE

KEY PLAN

RP-A

100A, 2-P

(INSIDE)(OUTSIDE)

SEE GROUNDING

DETAIL THIS

SHEET

RP-B

3 - #600 KCMIL, 3"C

3 - #3 + 1 - #8 GND., 1"C

CLOVERLAND ELECTRIC

APPROVED 400/5, 1-P C.T.

CABINET IN NEMA 3R

ENCLOSURE

CLOVERLAND

ELECTRIC KWH

METER

3 - #600 KCMIL, 3"C TO

CLOVERLAND SERVICE POINT

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

AutoCAD SHX Text 2425 W. Stadium Blvd

AutoCAD SHX Text 6"

AutoCAD SHX Text R

RP-A

WPEM

A-19

H H

A-19

RP-B

WDGE2-LED-P3-40K-80CRI-VW-MVOLT-SRM-

E10WH-PE-DBBXD

ELM6LEM

WPEM

WDGE2 LED WITH P3 - PERFORMANCE PACKAGE,

4000K, 70CRI, TYPE 2 MEDIUM OPTIC

DUAL HEAD EM LIGHT ELM6L SP1100L

LITHONIA

LITHONIA LHQM-LED-W-R SERIES COMBINATION DUAL HEAD EM LIGHT, RED FACE

LED EXIT SIGN

LED

8.4

EM BATTERY

LITHONIA

CSS L96 ALO4 MVOLT SWW3 80CRI (10000LM

4000K)

CONTRACTOR LED SINGLE STRIP LIGHT, 96",

SWITCHABLE LUMENS (6000LM / 8000LM /10000LM),

120-277V, SWITCHABLE WHITE (3500K, 4000K,

5000K), 80 CRI, SET TO 10000LM 4000K

LITHONIAH LED SURFACE 9993 83.98 -

EM BATTERY

EU2C-LEDEM1 DUAL HEAD EM LIGHTLITHONIA LED - - 3.6 EM BATTERY

FIXTURE SCHEDULE

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E2.1

BASEMENT LIGHTING

PLAN

SCALE: 1/4" = 1'-0"

BASEMENT LIGHTING PLAN

CRAWL SPACE CRAWL SPACE BASEMENT/MECH/STOR

REFERENCE NOTES:

CONNECT THE FIXTURE THE HOT (NON-SWITCHED)

SIDE OF THE LOCAL LIGHTING CIRCUIT INDICATED.

CONNECT THE EM BATTERY PACK - ONLY - TO THE

HOT (NON-SWITCHED) SIDE OF THE LOCAL LIGHTING

CIRCUIT INDICATED.

FRACT. HP EXHAUST FAN, BY MECH TRADES.

ON/OFF CONTROL VIA 20A, 1-P OCCUPANCY SENSOR

SWITCH, AS SHOWN. PROVIDE LOCAL

DISCONNECTING MEANS, AS REQUIRED. CIRCUIT AS

NOTED.

CONNECT THE FIXTURE AS CONSTANT ON AS A NITE

LIGHT FIXTURE.

PORCELAIN BASE

INCANDESCENT SOCKET WITH

60W (EQUIV) LED LAMP.

(TYPICAL)

APPROX. LOCATION OF C.T. CABINET

/ KWH METER AND ELECTRICAL

PANEL, SEE DETAILS ON SHEET E1.1

AutoCAD SHX Text

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

2425 W. Stadium Blvd

B B B B

C C C

E E

EEEEE

E E E E E

EEEEE

E1E1

A1/NL

E E

WPEM

EM1 @ 8' EM1 @ 8'

EM1 @ 8'WPEM

A-17

X 1X

A1/NL

A-17

4 4

A1/NL

A1/NLA-17

A-18

X 1

WPEM

A-16

WPEM

A-16

X 1

WPEM

A-16

WPEM

A-16

X 1

A-16

A-15

A-15A-15

A-15

A-15A2

A2 A2

EM1

A-15

EF-1

EF-2

A-15

A A

BB BB

A-16

SYMBOL LABEL MANUFACTURER CATALOG NUMBER DESCRIPTION

WDGE2-LED-P3-40K-80CRI-VW-MVOLT-SRM-

E10WH-PE-DBBXD

ELM6LEM

WPEM

FIXTURE SCHEDULE

WDGE2 LED WITH P3 - PERFORMANCE PACKAGE,

4000K, 70CRI, TYPE 2 MEDIUM OPTIC

DUAL HEAD EM LIGHT ELM6L SP1100L

LITHONIA

LITHONIA LHQM-LED-W-R SERIES COMBINATION DUAL HEAD EM LIGHT, RED FACE

LED EXIT SIGN

LIGHT SOURCE

LED

MOUNTING

LUMENS

WATTAGE

8.4

EM/BATTERY

OPTIONS

EM BATTERY

LITHONIA

CSS L96 ALO4 MVOLT SWW3 80CRI (10000LM

4000K)

CONTRACTOR LED SINGLE STRIP LIGHT, 96",

SWITCHABLE LUMENS (6000LM / 8000LM /10000LM),

120-277V, SWITCHABLE WHITE (3500K, 4000K,

5000K), 80 CRI, SET TO 10000LM 4000K

LITHONIAH LED SURFACE 9993 83.98 -

LDN4 40/20 LO4AR LSSA

4IN LDN, 4000K, 2000LM, CLEAR, SEMI-SPECULAR

REFLECTOR, 80CRI

LED - 2008 22.12 -LITHONIA

LDN4 40/20 LO4AR LSSA1

4IN LDN, 4000K, 2000LM, CLEAR, SEMI-SPECULAR

REFLECTOR, 80CRI

LED - 2008 22.12 -LITHONIA

LDN4 40/20 LW4AR LSSB

4IN, LDN WALLWASH, 4000K, 2000LM, CLEAR,

SEMISPECULAR REFLECTOR, CRI80

LED - 1933 22.12 -LITHONIA

2322-C24-WHA-40KC FORMED STEEL HOUSING, FROSTED PLASTIC

LENS ENCLOSURE

LED - 3087 23.16 -BROWNLEE

LIGHTING

2VTL2 60L ADP LP940E

2X2 VTL 6000 NOMINAL LUMENS, Curved Linear Prismatic Diffuser, 90CRI, 4000K

LED - 5230 48.9533 -

E1 2X2 VTL 7200 NOMINAL LUMENS, Curved Linear Prismatic Diffuser, 90CRI, 4000K

LED - 6324 56.7737 -

LITHONIA

LITHONIA 2VTL2 720L ADP LP940

LED SURFACE 4028 30 -ZL1D-L48-SMR-3000LM-FST-MVOLT-40K-80CR1

4', LED STRIP LIGHT WITH SYMETRICAL DROP

LENS, 40K, 80 CRI

LED 740 12.56 -UCLD-24IN-30K-90CRI-BZ 24" LED UNDERCABINET LIGHT

D LED

CENTER FIXTURE

OVER THE MIRROR

2009 25.27 -FMVTSL-36"-MVOLT-30K-90CRI-BN 3', LED VANITY LIGHT, SQUARE, 3000K, 90 CRILITHONIA

SURFACE

LITHONIA

EM BATTERY

LDN6-40/-30-LO6-AR-LSS-TRW-MVOLT-GZ10

SERIES

A2 6" ROUND RECESSED led DWONLIGHT WITH 3000 LUMEN, 40k LIGHT PACKAGE. CLEAR

SEMI-SPEULAR TRIM AND WHITE FLANGE.

LED - 3075 33.18 -LITHONIA

EU2C-LEDEM1 DUAL HEAD EM LIGHTLITHONIA LED - - 3.6 EM BATTERY

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E2.2

FIRST FLOOR

LIGHTING PLAN

SCALE: 1/4" = 1'-0"

FIRST FLOOR LIGHTING PLAN

CONTROLS LEGEND

20A, 120/277V, SPECIFICATION GRADE SINGLE POLE SWITCH.

20A, 120/277V, SPECIFICATION GRADE 3-WAY SWITCH.

NOTE: FIELD VERIFY DEVICE AND FACE PLATE COLOR WITH THE PROJECT ARCH.

DUAL TECHNOLOGY WALL BOX OCCUPANCY SENSOR SWITCH.

REFERENCE NOTES:

CONNECT THE FIXTURE THE HOT (NON-SWITCHED)

SIDE OF THE LOCAL LIGHTING CIRCUIT INDICATED.

CONNECT THE EM BATTERY PACK - ONLY - TO THE

HOT (NON-SWITCHED) SIDE OF THE LOCAL LIGHTING

CIRCUIT INDICATED.

FRACT. HP EXHAUST FAN, BY MECH TRADES.

ON/OFF CONTROL VIA 20A, 1-P OCCUPANCY SENSOR

SWITCH, AS SHOWN. PROVIDE LOCAL

DISCONNECTING MEANS, AS REQUIRED. CIRCUIT AS

NOTED.

CONNECT THE FIXTURE AS CONSTANT ON AS A NITE

LIGHT FIXTURE.

SINGLE CIRCUIT LIGHT TRACK.

LENGTH AS SHOWN ON THE

PLAN. MATTE WHITE.

LITHONIA LTN SERIES.

PROVIDE PENDANTS, LIVE

ENDS, END CAPS, ETC. AS

REQUIRED FOR A COMPLETE

AND FINISHED SYSTEM.

NOTE:

PENDANT MOUNT THE

TRACK LIGHT AT A

HEIGHT DESIGNATED BY

THE PROJECT

ARCHITECT. EM LIGHTS

IN THIS AREA SHALL BE

STEM MOUNTED AT THE

SAME HEIGHT AS THE

LIGHT TRACK.

JUNO T286L, 43 WATT

TRADITIONAL LED CYLINDER

TRAC HEADS, WITH

ACCESSORIES AS REQUIRED.

FIELD VERIFY COLOUR WITH

THE PROJECT ARCH PRIOR TO

ORDERING.

CEILING MOUNTED OCCUPANCY

SENSOR FOR ON/OFF CONTROL OF

ASSOCIATED LIGHTS. (TYPICAL)

EXHIBIT + GATHERING SPACE

MEN

VEST.

LEARNING / INDOOR

PROGRAMMING + EXHIBIT SPACE

WOMEN

STOR.

JAN.

MUSEUM STOR.

OFFICE

BREAK RM / MTG

STOR.

DRSG

INFORMATION

CEILING OCCUPANCY SENSOR

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text L

AutoCAD SHX Text

EM1 @ 8'

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

AutoCAD SHX Text 2425 W. Stadium Blvd

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text C

RP-A

A-14

GFCI

A-14

GFCI

A-14

GFCI

A-14

GFCI

A-14

GFCI

A-14

GFCI

A-23 1

A-14

GFCI

RP-B

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E3.1

BASEMENT POWER &

COMMUNICATIONS

PLAN

SCALE: 1/4" = 1'-0"

BASEMENT POWER & COMMUNICATIONS PLAN

SLAB ON GRADE CRAWL SPACE BASEMENT/MECH/STOR

SEE RISER DETAIL &

SCHEDULE, SEE

SHEET E1.1

REFERENCE NOTES:

PROVIDE 4'X4'X3/4" PLYWOOD BACKBOARD, ONE

SIDE FINISHED, FOR COMMUNICATIONS SYSTEM.

STUB UP 4" SCH 40 PVC CONDUIT AT 18" AFF. RUN

CONDUIT TO COMMUNICATION SYSTEM SERVICE

POINT. FIELD VERIFY SERVICE POINT ON-SITE WITH

THE PROJECT MANAGER.

APPROX. LOCATION OF C.T.

CABINET / KWH METER AND

ELECTRICAL PANEL, SEE

DETAILS ON SHEET E1.1

AutoCAD SHX Text

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

FEFE

A-13

4 54 5

A-13

GFCI

A-13

A-9 A-9

A-9

WP/GFCI

A-9 A-9

A-11 A-11

A-11

A-11 A-11

A-10

A-2 @24"

A-2

GFCI

@44"

A-2

GFCI

@44"

A-41 F

B-1

B-1A-5

GFCI

A-5

GFCI

@44"

A-5

GFCI

@44"

A-5

GFCI

@44"

A-12 A-12 @44"

A-12

A-9

B-3

A-8

GFCI

@44"

A-8

GFCI

@44"

A-5 @44"

B-3

A-9

A-7

A-3

WP/GFCI

6 A-6

A-21

B-1

A-11

B-3

A-12 @44"

A-12

A-9 B-3

7 7

B-3B-5

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E3.2

FIRST FLOOR POWER

& COMMUNICATIONS

PLAN

SCALE: 1/4" = 1'-0"

FIRST FLOOR POWER & COMMUNICATIONS PLAN

POWER LEGEND

SEE GENERAL NOTE 1

20A, 125V, 3-WIRE, SPECIFICATION GRADE, DUPLEX RECEPTACLE WITH BROWN BODY

DUPLEX RECEPTACLE FLUSH MOUNTED IN THE CEILING TILE. COORDINATE THE EXACT LOCATION

OF THE RECEPTACLE, ON-SITE WITH THE OWNER'S DESIGNATED FIELD REPRESENTATIVE.

20A, 125V, 3-WIRE, SPECIFICATION GRADE, GFCI TYPE DUPLEX RECEPTACLE.GFCI

SINGLE GANG BOX MOUNTED AT 18" AFF TO CENTRE, WITH 3/4" C WITH PULL WIRE FROM BOX TO

ABOVE SUSPENDED CEILING. PROVIDE PLASTIC BUSHINGS AT BOTH ENDS OF THE CONDUIT.

GENERAL NOTES:

1. THE EXACT LOCATION OF THE FLOOR BOXES SHALL BE FIELD

VERIFIED ON-SITE WITH THE OWNER'S DESIGNATED FIELD

REPRESENTATIVE. ADJUST THE LOCATIONS FROM WHAT IS

SHOWN AS DIRECTED. FLOOR BOXES SHALL BE DOUBLE

GANG WITH DIVIDER: ONE SIDE FOR THE 120V, ONE SIDE FOR

DATA, FLUSH TYPE WITH THE APPROPRIATE FLANGE COVER

FOR THE ASSOCIATED FLOOR SURFACE WITH COVER PLATE.

LEGRAND OMNI BOX AS AN EXAMPLE OF THE REQUIRED

QUALITY. RECEPTACLES SHALL BE 20 AMP, 125 VOLT, 3-WIRE

DUPLEX, SPECIFICATION GRADE WITH BROWN BODY. FOR

THE DATA PROVIDE A 3/4"C WITH PULL FROM THE DATA

PORTION OF THE BOX TO ABOVE THE SUSPENDED CEILING.

PROVIDE PLASTIC BUSHINGS ON BOTH ENDS OF THE

CONDUITS. NOTE: THE 3/4"C MAY BE DAISY CHAINED

BETWEEN THE BOXES.

2. RECEPTACLES SHALL BE MOUNTED AT 18" A.F.F. UNLESS

OTHERWISE INDICATED

REFERENCE NOTES:

PROVIDE SWITCHED ELECTRICAL SERVICE FOR DISPOSAL UNIT. DISPOSAL BY OTHERS. FIELD

VERIFY EXACT CONNECTION REQUIREMENTS. CIRCUIT AS NOTED.

ALL RECEPTACLES WITHIN THIS PORTION OF THE FACILITY SHALL BE TAMPER RESISTANT

TYPE.

COORDINATE THE EXACT LOCATIONS OF THE OUTLETS WITH THE ARCH TRADES.

PROVIDE BLANK BOXES, AND RACEWAYS WITH PULL WIRES TO ABOVE THE SUSPENDED

CEILING, AS REQUIRED FOR ACCESS CONTROLS AT THE DOORS. FIELD VERIFY ALL

REQUIREMENTS, ON-SITE WITH THE OWNERS DESIGNATED FIELD REPRESENTATIVE.

FIELD VERIFY THE REQUIREMENT FOR A POWER ASSIST OPENER AT THIS DOOR. IF REQUIRED, CONNECT TO THE NEAREST AVAILABLE NON-SWITCHED SOURCE. FIELD VERIFY ALL

REQUIREMENTS, ON-SITE WITH THE OWNERS DESIGNATED FIELD REPRESENTATIVE.

PROVIDE A DEDICATED 20A, 1-P RECEPTACLE / CIRCUIT FOR A MICROWAVE. COORDINATE THE

THE ARCH TRADES FOR THE EXACT LOCATION OF THE RECEPTACLE. CIRCUIT AS NOTED.

PROVIDE ELECTRIC SERVICE TO HAND DRYERS BY OTHERS. FIELD VERIFY EXACT

CONNECTION REQUIREMENTS. CIRCUIT AS NOTED.

5SINGLE GANG BOX MOUNTED IN THE CEILING TILE. COORDINATE THE EXACT LOCATION OF THE BOX, ON-SITE WITH THE OWNER'S DESIGNATED FIELD REPRESENTATIVE.C

EXHIBIT + GATHERING SPACE

MEN

VEST.

LEARNING / INDOOR

PROGRAMMING + EXHIBIT SPACE

WOMEN

STOR.

JAN.

MUSEUM STOR.

OFFICE

BREAK RM / MTG

STOR.

DRSG

109INFORMATION

NOTE:

ALL OUTLETS + DATA TO

BE RECESSED AND

FLUSH WITH FLOOR

AutoCAD SHX Text d

AutoCAD SHX Text

AutoCAD SHX Text d

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

AutoCAD SHX Text 2425 W. Stadium Blvd

AutoCAD SHX Text d d

EFT-2

EFT-1

CH-1

A-25,27

A-29

A-26,28

F-1

F-2

F-3

WH-1

SP-1

3 A-31

3 A-33

A-30

A-14

EF-3

1CU-3

1CU-2

1CU-1

A-36,38

A-39,41

A-40,42

A-37 WP/GFCI

A-32,34

A-35

RP-A

RP-B

B-6

CH-5

B-5

CH-2

B-8CH-4

B-7CH-3

B-9,11CH-6

Checked:

20009

Approved:

Drawn:

Issued forDates

Seal

Moran Township, Michigan

Michigan Department of Natural Resources

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

PF / AFM

RMO

KSM

90% Ph 500 Review11.08.2024

MEI 230901

Bidding11.20.2024

E4.1

MECHANICAL

ELECTRICAL PLANS

SCALE: 1/8" = 1'-0"

FIRST FLOOR MECHANICAL ELECTRICAL PLAN

EXHIBIT + GATHERING SPACE

MEN

VEST.

LEARNING / INDOOR

PROGRAMMING + EXHIBIT SPACE

WOMEN

STOR.

JAN.

MUSEUM STOR.

OFFICE

BREAK RM / MTG

STOR.

DRSG

INFO

SCALE: 1/8" = 1'-0"

BASEMENT MECHANICAL ELECTRICAL PLAN

REFERENCE NOTES:

APPROX LOCATION OF ELECTRIC CABINET HEATER,

MECH TRADES. 120 VOLT, 0.75 KW. PROVIDE LOCAL

DISCONNECTING MEANS AS REQUIRED. FIELD

VERIFY EXACT CONNECTION REQUIREMENTS.

CIRCUIT AS NOTED.

APPROX LOCATION OF ELECTRIC FIN TUBE HEATER,

MECH TRADES. 240 VOLT, 2.4 KW. PROVIDE LOCAL

2-P DISCONNECTING MEANS AS REQUIRED. FIELD

VERIFY EXACT CONNECTION REQUIREMENTS.

CIRCUIT AS NOTED.

CRAWL SPACE CRAWL SPACE BASEMENT/MECH/STOR

REFERENCE NOTES:

APPROX LOCATION OF OUTDOOR CONDENSING

UNITS, BY MECH TRADES. 240 VOLT, 1-P, 18.0 / 17.0

MCA. PROVIDE A 30A, 240V, NF DISCONNECT SWITCH

IN NEMA 3R ENCLOSURE. 2 - #10 + 1 # 12 GND. 3/4"C

(ADD 2 - #12'S FOR WP/GFCI). FIELD VERIFY EXACT

CONNECTION REQUIREMENTS. CIRCUIT AS NOTED.

APPROX LOCATION OF SP-1, BY MECH TRADES. 120

VOLT, 1/2 HP. FIELD VERIFY EXACT CONNECTION

REQUIREMENTS: RECEPTACLE MAY BE REQUIRED.

CIRCUIT AS NOTED.

APPROX LOCATION OF FURNACE UNIT, BY MECH

TRADES. 120 VOLT, 10.8 MCA. PROVIDE FRACT HP

MANUAL STARTED WITH O/L AND RED 'RUN' PILOT

LIGHT. FIELD VERIFY EXACT CONNECTION

REQUIREMENTS. CIRCUIT AS NOTED.

APPROX LOCATION OF WH-1, BY MECH TRADES. 240

VOLT, 1-P, 4.5 KW. 2 - #10 + 1 - #12 GND., 3/4"C. FIELD

VERIFY EXACT CONNECTION REQUIREMENTS.

PROVIDE 2-P DISCONNECTING MEANS. CIRCUIT AS

NOTED.

APPROX LOCATION OF EXHAUST FAN, BY MECH

TRADES. 120 VOLT, 1/50 HP. PROVIDE FRACT HP

MANUAL STARTED WITH O/L AND RED 'RUN' PILOT

LIGHT, AS REQUIRED. LINE VOLTAGE SPEED

CONTROLLER TO BE FURNISHED WITH THE UNIT AND

INSTALLED BY THE EC. FIELD VERIFY EXACT

CONNECTION REQUIREMENTS. CIRCUIT AS NOTED.

(NOT TO BE GFCI PROTECTED.)

APPROX LOCATION OF ELECTRIC CABINET HEATER,

BY MECH TRADES. 120VAC, 1.0 KW. FIELD VERIFY

EXACT CONNECTION REQUIREMENTS, PROVIDE

LOCAL DISCONNECTING MEANS AS REQUIRED.

CIRCUIT AS NOTED.

SIMILAR TO REFERENCE NOTE 6 EXCEPT 240V, 1-P

AND 2.0 KW.

NOTE: THE EC SHOULD PLAN FOR A SHORT LENGTH

OF CONDUIT IN THE SLAB FROM EITHER THE VEST

WALL OR FROM THE COLUMN TO SERVE THE

HEATER.

APPROX. LOCATION OF C.T. CABINET

/ KWH METER AND ELECTRICAL

PANEL, SEE DETAILS ON SHEET E1.1

AutoCAD SHX Text

AutoCAD SHX Text Fax: 734-662-1495

AutoCAD SHX Text Phone: 734-995-4015

AutoCAD SHX Text Ann Arbor, Michigan 48103

BENCH

MARK

NORTH

Know what's below.

before you dig.Call

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S

OPERATIONS.

3. CONTOUR INTERVAL SHOWN IS 1-FOOT.

EXISTING CONDITIONS NOTES

BENCHMARK ENGINEERING INC.

Surveyors Civil Engineers

607 E. Lake St.

Harbor Springs, MI 49740

(231) 526-2119 benchmark607@gmail.com

SURVEY PREPARED BY:

SURVEYOR NOTES

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS COMPRISED OF

70F ST. IGNACE SILT LOAM, O TO 6 PERCENT SLOPES

70B ST. IGNACE - ROCK OUTCROP COMPLEX, 35 TO 70 PERCENT SLOPES

SOIL TYPES

4020100

SCALE: 1" = 20'

EXISTING CONDITIONS LEGEND

EXISTING FENCELINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING PUMP STATION

EXISTING IRRIGATION CONTROL VALVE

EXISTING TEST BORING LOCATION

EXISTING CLEANOUT

EXISTING MANHHOLE

EXISTING TREE-MASS LINE

EXISTING TREES

1. THIS IS NOT INTENDED OR REPRESENTED TO BE A LAND OR PROPERTY SURVEY. NO PROPERTY CORNERS WERE SET AS PART OF THIS SKETCH. THE PROPERTY DESCRIPTION WAS FURNISHED, AND NO CHECK OF TITLE RELATIVE TO OWNERSHIP, GAPS, OVERLAPS OR OCCUPATION HAS BEEN PERFORMED AS PART OF THIS SKETCH.

2. BASIS OF BEARING IS BASED ON 1988 NAVD GPS DATUM.

3. THIS IS A PROFESSIONAL OPINION CONCERNING THE LOCATION OF THE PROPERTY BOUNDARIES DEPICTED

HEREON, BASED UPON THE APPROPRIATE BOUNDARY LAW PRINCIPLES GOVERNED BY THE FACTS AND EVIDENCE GATHERED AND EVALUATED DURING THE COURSE OF THIS SURVEY. MONUMENTS, THAT IN THE OPINION OF THIS SURVEYOR REPRESENT THE TRUE AND CORRECT CORNERS OF THE PROPERTY BEING

SURVEYED, HAVE BEEN FOUND OR SET AS INDICATED HEREON.

4. AS A PROFESSIONAL OPINION, THIS SURVEY CARRIES WITH IT NO GUARANTEES OR WARRANTIES, EXPRESSED

OR IMPLIED.

5. THIS SURVEY IS NOT INTENDED TO BE USED IN PLACE OF AN ALTA/NSPS LAND TITLE SURVEY, OR TO BE USED

TO REMOVE THE SURVEY EXCEPTIONS OF A TITLE INSURANCE POLICY.

Existing Conditions Plan

C1.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

O N

O R

O S

O U

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

EXISTING

BUILDING

EXISTING DRUM

CIRCLE

70B

70F

EXISTING SHADE

STRUCTURE

SACRED FIRE RING

AutoCAD SHX Text

INV 18" CMP

AutoCAD SHX Text = 651.4'

AutoCAD SHX Text

INV 18" CMP

AutoCAD SHX Text = 653.1'

AutoCAD SHX Text

TEST BORING #7

AutoCAD SHX Text

(5' DEEP)

AutoCAD SHX Text

TEST BORING #8

AutoCAD SHX Text

(20' DEEP)

AutoCAD SHX Text X

AutoCAD SHX Text

TEST BORING #9

AutoCAD SHX Text

(20' DEEP)

AutoCAD SHX Text

TEST BORING #10

AutoCAD SHX Text

(5' DEEP)

AutoCAD SHX Text

AutoCAD SHX Text 7" Aspen

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text

EAST RIM OF MANHOLE

AutoCAD SHX Text

ELEV = 652.7' 1988 NAVD

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NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

C2.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

O N

O R

O S

O U

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT

CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE

AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND

MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM STRUCTURES AFFECTED BY THIS

PROJECT. .

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION. REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS

WHERE INFILTRATION PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED. STREETS SHALL BE SWEPT

WEEKLY.

SOIL EROSION & SEDIMENTATION CONTROL NOTES

SOIL EROSION & SEDIMENTATION CONTROL LEGEND

PROPOSED TREE PROTECTION FENCE

LIMIT OF WORK LINE

PROPOSED FILTER FABRIC FENCE

Soil Erosion & Sedimentation Control Plan

EXISTING FENCELINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING TREE-MASS LINE

MTDMB DUST CONTROL KEY SYSTEM: FOR USE ON

CONSTRUCTION SITES, UNPAVED ROADS, ETC. TO

REDUCE DUST AND SEDIMENTATION FROM WIND AND

CONSTRUCTION ACTIVITIES, IF NEEDED.

MTDMB SILT FENCE KEY SYSTEM: USE

ADJACENT TO CRITICAL AREAS, TO PREVENT

SEDIMENT LADEN SHEET FLOW FROM ENTERING

THESE AREAS.

MTDMB STABILIZED CONSTRUCTION ACCESS

KEY SYSTEM: USED AT EVERY POINT WHERE

CONSTRUCTION TRAFFIC ENTERS OR LEAVES A

CONSTRUCTION SITE. ALL CONSTRUCTION

ACCESS POINTS ARE NEW, IF NEEDED.

MTDMB PERMANENT SEEDING / SODDED KEY SYSTEM:

STABILIZATION METHOD UTILIZED ON SITES WHERE EARTH CHANGE

HAS BEEN COMPLETED (FINAL GRADING ATTAINED) (REFERENCE

SHEET WL-07 LANDSCAPE PLAN FOR PERMANENT SEEDING

LOCATIONS.)

NOTE: SEE SPECIFICATIONS FOR WRITTEN DESCRIPTION INSTALLATION AND MAINTENANCE.

S51

S53

MICHIGAN DEPARTMENT OF MANAGEMENT & BUDGET

SOIL EROSION & SEDIMENTATION CONTROL LEGEND

PROPOSED STABILIZED CONSTRUCTION ACCESS

PROPOSED INLET FILTER / SEDIMENT TRAP

REMOVE TREE-MASS

S53

S51

STABILIZED CONSTRUCTION

ACCESS C2.1LC

C2.1LC

3FILTER FABRIC FENCE TYP. S51C2.1LC

1TREE PROTECTION

FENCE TYP.

C2.1LC

2INLET FILTER

TYP.

S53

S51 E5

S51

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TEST BORING #7

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TEST BORING #8

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(20' DEEP)

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TEST BORING #9

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(20' DEEP)

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TEST BORING #10

AutoCAD SHX Text

(5' DEEP)

AutoCAD SHX Text

EAST RIM OF MANHOLE

AutoCAD SHX Text

ELEV = 652.7' 1988 NAVD

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text 7" Aspen

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1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST

TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST JOINT BEYOND INDICATED

EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS AT

THE NEAREST JOINT, AT THE CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT

THROUGH THE USE OF ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. OWNER TO COORDINATE WITH RESPECTIVE UTILITY COMPANY FOR REMOVAL OF EXISTING TRANSFORMER, ELECTRICAL, CABLE, TELEPHONE AND FIBER OPTIC LINES.

9. PROJECT AREA IS PARTIALLY IRRIGATED. REMOVE EQUIPMENT AFFECTED BY NEW WORK AND SALVAGE TO

OWNER. CUT, CAP AND RECORD LOCATIONS OF ALL LINES.

10. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT LIMITS DAMAGED DURING

CONSTRUCTION.

11. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER PROPOSED BUILDING, FOOTINGS, SLABS, AND PAVED AREAS.

12. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL MANNER.

13. CONTRACTOR TO RELOCATE TREE PROTECTION FENCE WITH LANDSCAPE ARCHITECT/ENGINEER'S APPROVAL IN

ORDER TO ACCOMPLISH WORK.

14. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED WITH EXTREME CARE.

REMOVALS TO BE COMPLETED BY HAND. NO HEAVY EQUIPMENT ALLOWED BENEATH TREE CANOPY.

15. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR SANITARY

SYSTEMS IS PROHIBITED.

16. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

17. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET VACUUM OR

ABSORBENTS.

DEMOLITION NOTES

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

SAWCUT

CURB/WALL REMOVAL

XXXXXXXXXXXXXXXXXXXXXXXXX

REMOVE CONCRETE PAVING

FENCE REMOVAL

REMOVE UTILITY LINE

DEMOLITION LEGEND

REMOVE GRAVEL PAVING

NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

Demolition Plan

C3.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

O N

O R

O S

O U

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

PROPOSED TREE PROTECTION FENCE

LIMIT OF WORK LINE

PROPOSED FILTER FABRIC FENCE

EXISTING FENCELINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING TREE-MASS LINE

REMOVE TREE MASS

R EXISTING

TREE MASS

TYP.

PEXISTING

STRUCTURE

R EXISTING

SHADE

STRUCTURE

R EXISTING

DRUM

CIERCLE

SSACRED FIRE RING

P EXISTING

TREE MASS

TYP.

RCULVERT

AutoCAD SHX Text

INV 18" CMP

AutoCAD SHX Text = 651.4'

AutoCAD SHX Text

INV 18" CMP

AutoCAD SHX Text = 653.1'

AutoCAD SHX Text

TEST BORING #7

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(5' DEEP)

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TEST BORING #8

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(20' DEEP)

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TEST BORING #9

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(20' DEEP)

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TEST BORING #10

AutoCAD SHX Text

(5' DEEP)

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AutoCAD SHX Text 7" Aspen

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text

EAST RIM OF MANHOLE

AutoCAD SHX Text

ELEV = 652.7' 1988 NAVD

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243'R

257'R

20'R 10.00' 82'R

10.00' 10.00'

90'R

10.00'

45'R

11.00'11.00'

45'R

FTP

15.00'

TYP.

3'R, TYP.

45'R

60'R

8'R, TYP.

N 7862.57 E 6032.74

PROPOSED CONCRETE PAVEMENT

CONTROL JOINT

EXPANSION JOINT

LAYOUT & MATERIALS LEGEND

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF MATERIAL UNLESS OTHERWISE

NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING LINE FROM WHICH THEY

ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED TO OWNER'S

REPRESENTATIVE.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE FOLLOWING: NORTHINGS: 390,000;

EASTINGS: 26,820,000

7. FOLLOW THIS PLAN FOR THE LOCATION OF ELECTRICAL RECEPTACLES AND PLUGS AND SITE ELECTRICAL PLAN

FOR HOW TO POWER THEM

NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

Layout & Materials Plan

C4.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

O N

O R

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

LIMIT OF WORK LINE

EXISTING FENCELINE

EXISTING TREE-MASS LINE

PROPOSED ASPHALT PAVEMENT

C7.1

2 PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

PROPOSED ENTRY

STRUCTURE (SEE

ARCHITECTURAL PLANS)

C7.2

4 PROPOSED DRY WELL

RECEIVING RAIN CHAIN

PROPOSED DRUM

CIRCLE (SEE

ARCHITECTURAL PLANS)

PROPOSED DRY WELL RECEIVING RAIN CHAIN

C7.1

3 PROPOSED ASPHALT

PAVEMENT

PROPOSED QUAD RECEPTABLES

PROPOSED FOOD TRUCK PLUGSFTP

SACRED FIRE RING

(By Owner)

D T

R U

C K

P A

R K

PROPOSED TREE-MASS LINE

APPROX. POSITION OF ELECTRIC

TRANSFORMER & PANEL

C7.0

5 WATER FOUNTAIN

AND SPIGOT

PROPOSED POSITION OF ELECTRIC

TRANSFORMER & PANEL

PROPOSED WATER FOUNTAIN AND SPIGOT

PROPOSED GRAVEL PAVEMENT

AutoCAD SHX Text X

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text 7" Aspen

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

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55.75

FTP

52.25

55.45+

+55.08

+54.84

55.20

+55.40+55.65

+55.65

+55.40

55.65

+55.50 +55.30

55.08

+54.75

54.50

54.42

54.11

58.0

56.9

53.5

56.13+56.10

+56.10

+656

53.5

55.15

+53.20+

+54.61 54.70

54.61

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN CONFORMANCE WITH

CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT/

ENGINEER FOR RESOLUTION.

GRADING NOTES

GRADING LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

80.84

PROPOSED RIM ELEVATION (+ X00)

PROPOSED SPOT GRADE (+ X00)

RIM 89.00

ME MATCH EXISTING GRADE

PROPOSED INVERT ELEVATION (+ X00)INV 73.25

NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

LIMIT OF DISTURBANCE

EXISTING FENCELINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING TREE-MASS LINE

Grading Plan

C5.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

EXISTING

STRUCTURE

O N

O R

PROPOSED TREE-MASS LINE

R U

R E

DRUM

CIRCLE

PROPOSED POSITION OF ELECTRIC

TRANSFORMER & PANEL

PROPOSED WATER FOUNTAIN AND SPIGOT

PROPOSED QUAD RECEPTABLES

PROPOSED FOOD TRUCK PLUGSFTP

PROPOSED DRY WELL RECEIVING RAIN CHAIN

AutoCAD SHX Text X

AutoCAD SHX Text

EAST RIM OF MANHOLE

AutoCAD SHX Text

ELEV = 652.7' 1988 NAVD

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text 7" Aspen

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

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AutoCAD SHX Text I

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FTP

UGE

1. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT PROPERLY

DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT/

ENGINEER FOR RESOLUTION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO

CONSTRUCTION. NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL

DISCREPANCIES IN UTILITY LOCATIONS DUE TO THE FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION OPERATIONS TO

A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL CLEAN UP AND HAUL AWAY ALL CONSTRUCTION DEBRIS AND LITTER CAUSED

BY HIS OPERATIONS.

4. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION.

ANY DAMAGE INCURRED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

6. SEE ARCHITECTURAL AND MECHANICAL SHEETS FOR CONTINUATION OF UTILITIES WITHIN

STRUCTURES.

7. 2" WATER SERVICE MAY BE K-COPPER OR POLYETHYLENE PLASTIC (PE) PIPE AWWA C901, DR 9 IN

ACCORDANCE WITH THE SPECIFICATIONS.

UTILITIES & STORMWATER MANAGEMENT NOTES

UTILITIES & STORMWATER MANAGEMENT LEGEND

NORTH

Know what's below.

before you dig.Call

4020100

SCALE: 1" = 20'

LIMIT OF DISTURBANCE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

C6.0 PW

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

TO BOULEVARD DR.

FATHER MARQUETTE

NATIONAL MEMORIAL

EXISTING

STRUCTURE

O N

O R

Utilities & Stormwater Management Plan

RESTORE EXISTING

CONDITIONS OVER UTILITY

CONSTRUCTION (TYP.)

2" WATER SERVICE

(820-FEET TOTAL)

DEDUCT ALT. NO. 1

PROPOSED WATER MAIN

PROPOSED UNDERGROUND ELECTRIC

UNDERGROUND

ELECTRICAL SERVICE TO

BOUDLEVARD DRIVE

CLOVERLAND ELECTRIC TRANSFORMER

AND SERVICE RACK (SEE ELECTRICAL

DRAWINGS)

C7.0

5WATER FOUNTAIN

& SPIGOT

DEDUCT ALT. NO. 1

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED POSITION OF ELECTRIC

TRANSFORMER & PANEL

PROPOSED WATER FOUNTAIN AND SPIGOT

PROPOSED QUAD RECEPTABLES

PROPOSED FOOD TRUCK PLUGSFTP

UGE

PROPOSED DRY WELL RECEIVING RAIN CHAIN

AutoCAD SHX Text X

AutoCAD SHX Text

EAST RIM OF MANHOLE

AutoCAD SHX Text

ELEV = 652.7' 1988 NAVD

AutoCAD SHX Text 6" Cedar

AutoCAD SHX Text 7" Aspen

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

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FTP

WFM

0+00 0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00 6+50

7+00 7+50

11.0'

U G

2" WATER SERVICE

DEDUCT ALT. NO. 1

2" PV

ITA

3" W A

TERM

RESTORE EXISTING CONDITIONS

OVER UTILITY CONSTRUCTION (TYP)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 7+85

M D

755-FT OF 2" WATER SERVICE

DEDUCT ALT. NO. 1

M D

EXISTING GRADE

C7.0

5WATER FOUNTAIN

& SPIGOT

DEDUCT ALT. NO. 1

Know what's below.

before you dig.Call

Checked:

201923

Approved:

Drawn:

Issued forDates

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Moran Township, Michigan

Environmental Services

Heart of the Great Turtle Island / Gchi Mshiikenh Deh Minising

90% Ph 500 Review11.08.24

1" = 20'

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM LACH, RA, NCARB, DIRECTOR

PROCUREMENT AND REAL ESTATE SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PW Powwow Grounds

Powwow Grounds Project

Bidding11.20.24

Utilities Plan & Profile

Powwow Grounds Water Fountain to Learning Commons Utilities Profile

SCALE: HORIZONTAL- 1' = 40' VERT- 1" = 4'

Powwow Grounds Water Fountain to Learning Commons Utilities Plan

SCALE: 1' = 40'

C6.10 PW

AutoCAD SHX Text

AutoCAD SHX Text 6" Cedar

AutoCAD SHX…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 12, 2026.