LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS

Tribal code

Ask Donna

What actually matters in this document.

Text

CONSTRUCTION PLANS FOR

EMMET COUNTY,

MICHIGAN

GOVERNMENTAL COMPLEX

YOUTH CENTER SITE IMPROVEMENTS

UTILITIES & MUNICIPALITIES

GAS

DTE ENERGY

1250 MICHCON LANE

KALKASKA, MICHIGAN 49646

CONTACT: MATT LOGAN

PHONE: 231.492.7479

TELEPHONE

AT&T

514 MITCHELL

PETOSKEY, MI 49770

CONTACT: JEFF COLLARD

PHONE: 231.348.8010

ELECTRIC

GREAT LAKES ENERGY

1323 BOYNE AVE.

BOYNE CITY, MICHIGAN 49712

CONTACT: JOE McHUGH

PHONE: 231.487.1372

LITTLE TRAVERSE BAY BAYS OF ODAWA

INDIANS - PLANNING DEPARTMENT

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

CONTACT: AMANDA SWISS

PHONE: 231.242.1508

SHEET INDEX

SHEET DESCRIPTION

GENERAL NOTES

SHEET #

COVER SHEET

G-001

CONSTRUCTION NOTES AND LEGEND

G-002

CONSTRUCTION DETAILS

G-003

EXISTING CONDITIONS, REMOVALS, AND SESC PLAN

C-001

PROPOSED SITE PLAN

C-002

PROPOSED GRADING PLAN

C-003

PROPOSED SANITARY SITE PLAN, DETAILS, AND NOTES

C-004

PROPOSED SANITARY DETAILS AND NOTES

C-005

PROPOSED WATER MAIN PLAN AND PROFILE

C-006

PROPOSED LANDSCAPE PLAN

L-001

PROPOSED LANDSCAPE SCHEDULE AND NOTES

L-002

PROPOSED LANDSCAPE DETAILS

L-003

THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONE

IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES, AS AMENDED.

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH

THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS

FOR CONSTRUCTION AND SUPPLEMENTAL SPECIFICATIONS, EXCEPT AS MODIFIED BY

THESE PLANS AND SPECIAL PROVISIONS.

PROJECT DESCRIPTION: YOUTH CENTER SITE PLAN, CLEARING, CONSTRUCTION OF

PARKING AREA, WATER SERVICE, ON-SITE SEPTIC FIELD, ELECTRICAL EXTENSION;

SITE RESTORATION; AND ALL OTHER MISCELLANEOUS APPURTENANCES.

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

LOCATION MAP

Know what's below.

Callbefore you dig.

NO SCALE

LITTLE TRAVERSE TWP, EMMET COUNTY

T35N, R5W, SECTION 9

CABLE TV PEDESTAL

OVERHEAD CABLE TELEVISION

CTV

SANITARY MANHOLE

FORCEMAIN

UNDERGROUND CABLE TELEVISION

SANITARY SEWER

SAN

TRAFFIC CONTROL

CONTRACTOR SHALL EXECUTE THE WORK IN A MANNER SUCH THAT TRAFFIC IS MAINTAINED.

CONTRACTOR SHALL COORDINATE WITH THE AGENCY HAVING JURISDICTION OF THE ROADS

FOR SCHEDULING OF CLOSURES.

UNDERGROUND UTILITIES

MANHOLE

STORM SEWER/DRAINAGE

POWER POLE

CATCH BASIN (ROUND GRATE)

OVERHEAD ELECTRIC

OH-E

CATCH BASIN (SQUARE GRATE)

FOR PROTECTION OF UNDERGROUND UTILITIES, AND IN CONFORMANCE WITH PUBLIC ACT 174, 2013, AS

AMENDED THE CONTRACTOR SHALL DIAL 1-800-482-7171 OR 811 A MINIMUM OF THREE FULL WORKING

DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN

AREAS WHERE PUBLIC UTILITY HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE

ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING

UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

UNDERGROUND ELECTRIC

UG-E

BOX CULVERT

PROPERTY CORNERS/MONUMENTS AND IRONS

CULVERT HEADWALL

PROPERTY CORNERS/MONUMENTS AND IRONS ARE KNOWN TO EXIST WITHIN THE PROJECT AREA. THE

CONTRACTOR WILL MAKE EVERY EFFORT POSSIBLE TO AVOID DISTURBING THESE MARKERS. IDENTIFIED

DISTURBED OR COVERED MONUMENTS/CORNERS SHALL BE REPLACED OR ADJUSTED IN HEIGHT BY A

LICENSED PROFESSIONAL SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.

ELECTRICAL

GAS

CULVERT END SECTION

MANHOLE

METER

STORM MANHOLE

DITCH CENTERLINE

STOP BOX

STORM SEWER

SHUTOFF VALVE

GAS

SITE (MISCELLANEOUS)

ABN

ADJUST ITEM

IRON (FOUND)

FLOW ARROW

IRON (SET)

BENCH MARK

GOVERNMENT CORNER

MONUMENT BOX

MONUMENT

UTILITY MANHOLE

PK NAIL

FIBER OPTIC

UNDERGROUND CTV & TELEPHONE

SURFACE RESTORATION

DISTURBED AREAS SHALL BE RESTORED IN COMPLIANCE WITH THE SOIL EROSION AND SEDIMENTATION

SPECIFICATIONS AND TO THE SATISFACTION OF OWNER. AREAS DISTURBED DURING CONSTRUCTION

SHALL RECEIVE A 3-INCH APPLICATION OF TOPSOIL, SEED, FERTILIZER, AND MULCH. EXCESS MATERIALS,

DEBRIS, AND SIMILAR ITEMS SHALL BE REMOVED FROM THE PROJECT AREA BY CONTRACTOR AND

DISPOSED OF PROPERLY. GROUND SURFACES SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER

PRIOR TO FINAL APPROVAL. PAYMEN T FOR SLOPE RESTRATION WILL BE BASED ON PLAN QUANTITY.

UNDERGROUND ELEC. & CABLE TV

RIGHT-OF-WAY MARKER

R/W

UNDERGROUND ELEC. & TELEPHONE

SPIKE

SPK

UNDERGROUND ELECTRIC, CABLE TV

AND TELEPHONE

USGS MONUMENT

OVERHEAD UTILITIES

SOIL EROSION CONTROL, PART 91 OF P.A. 451 OF 1994

CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF PART 91, ACT 451 OF P.A. 1994, FOR SOIL EROSION

AND SEDIMENTATION CONTROL, AND WILL BE RESPONSIBLE FOR ALL MAINTENANCE UNTIL THE FINAL

ACCEPTANCE OF THE PERMANENT CONTROL MEASURES BY OWNER.

RELOCATE ITEM

PINCH IRON

RAILROAD SPIKE

BARRIER FREE PARKING

ASPHALT RELATED ITEMS

UNDERGROUND UTILITIES

NAIL & TAG

PAY ITEM NOTES

ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON A TOPOGRAPHIC SURVEY IN 2000 BY NORTHWEST

DESIGN GROUP

SAW CUTTING EXISTING ASPHALT & CONCRETE SURFACES TO THE LIMITS OF RECONSTRUCTION OR AS

DIRECTED BY THE ENGINEER IS INCLUDED IN PAYMENT FOR HMA SURFACE, REMOVE. THE CONTRACTOR

SHALL PROVIDE FULL DEPTH BUTT JOINTS AT ALL LOCATIONS WHERE NEW HMA MEETS EXISTING

PAVEMENT. IF A PAVEMENT EDGE IS DAMAGED SUBSEQUENT TO SAW CUTTING, THE EDGE SHALL BE

RE-CUT AS DIRECTED BY THE ENGINEER.

REMOVE ITEM

PERMANENT TRAFFIC SIGNS

CONTRACTOR SHALL MAINTAIN EXISTING TRAFFIC SIGNS. THE AGENCY HAVING JURISDICTION

OF THE ROADS SHALL BE NOTIFIED OF ANY SIGN RELOCATION TO ASSURE THAT

REPLACEMENT COMPLIES WITH THEIR STANDARDS.

TOPOGRAPHIC SURVEY

RECONSTRUCT ITEM

BOX

SIGNING AND BARRICADING

SIGNING AND BARRICADING SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH THE

LATEST EDITION OF THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, PART 6

AND THE REQUIREMENTS OF THE AGENCY HAVING AUTHORITY OVER THE ROADWAYS. SIGNS

AND BARRICADES LEFT IN PLACE AFTER DARK SHALL BE LIGHTED.

SITE GRADING WILL BE PAID FOR BASED UPON 1 LUMP SUM AND WILL BE ADJUSTED ONLY FOR

AUTHORIZED DEVIATIONS FROM THE PLANS THAT RESULT IN A CHANGE IN EARTHWORK QUANTITIES.

THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION OF THE ESTIMATED QUANTITIES.

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

ABANDON ITEM

MONUMENTS

TRAFFIC CONTROL NOTES

THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2020 STANDARD SPECIFICATIONS FOR

CONSTRCUTION ARE HEREBY INCORPORATED INTO THESE DRAWINGS BY REFERENCE AND APPLY TO THE

CIVIL WORK SPECIFIED HEREIN UNLESS NOTED OTHERWISE IN THE PROPOSAL OR SPECIAL PROVISION.

ALL BARRIER FREE PARKING, SIGNAGE & STRIPING SHALL BE IN ACCORDANCE WITH MICHIGAN

BARRIER FREE STANDARDS. STRIPING SHALL BE WATERBORNE PAVEMENT MARKING PER MDOT

SPECIFICATIONS, COLOR BLUE UNLESS OTHERWISE SPECIFIED.

VEGETATION

GUY WIRE ANCHOR

GUY POLE

CONIFEROUS BUSH

CONIFEROUS TREE

LAMP POLE

METAL LIGHT POLE

POWER & LIGHT POLE

POWER & TELEPHONE POLE

DECIDUOUS BUSH

DECIDUOUS TREE

MULTI-STEM CONIFEROUS TREE

TELE, CTV, PWR & LIGHT POLE

MULTI-STEM DECIDUOUS TREE

TELE, CTV, & LIGHT POLE

BRUSH LINE

TELE,. & LIGHT POLE

EDGE OF WOODS

TELE, POWER, & LIGHT POLE

HEDGE

UTILITY POLE

TREE ROW

OVERHEAD CABLE TV & TELEPHONE

OVERHEAD ELECTRIC & CABLE TV

PATTERNS

OVERHEAD ELECTRIC, CABLE TV

AND TELEPHONE

CONCRETE

TELEPHONE

TELEPHONE POLE

GRAVEL

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

PAVEMENT

OH-T

ADA COMPLIANT RAMPS

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CDC-LEGEND AND NOTES-YOUTH CENTER.DWG PLOTTED 8/19/2026 3:06 PM BY REPASKY, PAUL

TOPOGRAPHIC FEATURES

FLAG POLE

FOUNTAIN

MAIL BOX

POST (ROUND)

POST (SQUARE)

CLEARING AND GRUBBING

RAILROAD SIGNAL

LINE WORK

SIGN POST

BUILDING

TRAFFIC SIGNAL

CHAIN LINK FENCE

UNDERGROUND MARKER

GRAVEL

PROPERTY LINE

WATER (DOMESTIC)

RAILROAD TRACK CENTERLINE

WATER WELL/MANHOLE

RIGHT OF WAY

BLOW-OFF VALVE

SECTION LINE

FIRE HYDRANT

SILT FENCE

GATE VALVE & BOX

TO BE DEMOLISHED

VALVE

SHUT OFF VALVE

TOP OF BANK

DOMESTIC WATER

YOUTH CENTER SITE IMPROVEMEMTS

LEGEND, DETAILS AND

CONSTRUCTION NOTES

TELE, & CTV POLE

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

TELE, CTV, & POWER POLE

WSO

UTILITY/DRAINAGE EASEMENT

WSO

WALL

WOOD FENCE

REMOVAL

R/W

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

JOB NO.

ODW2036.01G

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

CLEAN OUT

CIVIL WORK COVERED BY CONTRACT DOCUMENTS

DESCRIPTION

SANITARY SEWER

CABLE TV POLE

GENERAL PLAN NOTES

DATE

PROPOSED

REV#

CABLE TV

EXISTING

PROPOSED

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

EXISTING

INTERNATIONAL SYMBOL OF

ACCESSIBILITY MEETING

BARRIER FREE STANDARDS,

R7-8.

18 GAUGE GALVANIZED

STEEL SIGN W/ WHITE

REFLECTIVE BACKGROUND

AND BLUE RAISED COPY

ASPHALT

SURFACE

SLOPE

12"

WHERE REQ'D - INSTALL 1'-0"

x 4" x 0.80" ALUMINUM SIGN

TO READ "VAN PARKING"

BOLT TO STEEL TUBE W/ 3/8"

CADMIUM PLATED BOLTS,

NUTS & WASHERS.

PLAN VIEW

4" CLASS II SAND

BASE COMPACTED

TO 98% COMPACTION

GALVANIZED STEEL

HIGHWAY POST

COMPACTED FILL OR

PROOF ROLLED

SUBGRADE

#4 EPOXY COATED

REBAR CONTINUOUS

(TYP)

REV#

CONCRETE WALK WITH THICKENED EDGE

GEOTEXTILE

FILTER FABRIC

SECTION VIEW

6" CONCRETE,

POLY-FIBER

REINFORCED,

SEE NOTES

1/4" TOOLED JOINT

ONLY

RIDGE OF COMPACTED EARTH

ON UPHILL SIDE OF FILTER

FABRIC

T F LO

SHEE

DESCRIPTION

RESERVED

PARKING

AS SHOWN ON PLANS

DATE

SHEET

FLOW

SHEET

FLOW

NOT TO SCALE

FINISH GRADE

6" ANCHOR

TRENCH

MIN 4" MDOT CLASS II

SAND BASE COMPACTED

TO 98% COMPACTION

COMPACTED FILL OR

PROOF ROLLED

SUBGRADE

WIDTH OF SIDEWALK VARIES

SEE PLAN

NOT TO SCALE

NOTES:

1. PROVIDE 1/4 INCH CONTROL JOINTS AT THE WIDTH OF THE WALK, NOT TO EXCEED 8

FEET. AND 1/2 INCH EXPANSION JOINTS AT 40 FEET 0.C. FOR 4 FOOT WIDE SIDEWALKS, 50

FEET 0.C. FOR 5 FOOT WIDE OR GREATER.

6" CONCRETE SIDEWALK DETAIL

NOT TO SCALE

RESTORATION SPECIFICATION

NOT TO SCALE

BOND COAT

1.5" HMA, 4EL LEVELING

COURSE

8" DENSE GRADED

AGGREGATE BASE,

(MDOT 22A)

COMPACTED SUBGRADE,

SEE NOTES

STANDARD HMA PAVEMENT DETAIL

NOT TO SCALE

TRENCH WIDTHS

MAX WIDTH OF TRENCH 12" ABOVE TOP OF PIPE

6" THRU 12" PIPE - 30" WIDE

15" THRU 36" PIPE - O.D. + 16"

DISTANCE VARIES

±1.0'

42" THRU 60" PIPE - O.D. + 20"

FINISH GRADE,

SEE PLAN

SEE CHART

UTILITY PIPE, SIZE AND

MATERIAL PER PLAN

ALL JOINTS SHALL BE

GASKETED, SEE NOTES

R/W

CORPORATION

STOP

PIPE SADDLE

PROPOSED

WATER MAIN

EDGE OF RIGHT OF

WAY OR EASEMENT

CURB STOP BOX

R/W

12"

PIPE BEDDING IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS.

COMPACTED TO 95% OF THE

MAXIMUM DRY DENSITY

USING MODIFIED PROCTOR.

UNLESS OTHERWISE

SPECIFIED

R/W

BACKFILL SHALL BE

SUITABLE NATIVE

MATERIAL, SEE NOTES

BACKFILL SHALL BE 100%

GRANULAR MATERIAL,

SEE NOTES

SHORE OR BENCH TRENCH AS

REQUIRED PER OSHA

REQUIREMENTS BASED ON

SOIL CONDTIONS, TYP

LANDSCAPE OR LAWN

SURFACE

DEPTH OF COVER

FOR MAX.

TRENCH WIDTHS

SEE NOTES FOR MIN.

HMA OR CONCRETE

SURFACE

4" MIN

6" MAX

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CDC-LEGEND AND NOTES-YOUTH CENTER.DWG PLOTTED 8/19/2026 3:05 PM BY REPASKY, PAUL

OVER 60" PIPE - O.D. + 24"

YOUTH CENTER SITE IMPROVEMEMTS

CONSTRUCTION DETAILS

LAWN AND FIELD RESTORATION SECTION

1.5" HMA 5EL

WEARING COURSE

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

SLOPE RESTORATION SHALL INCLUDE: A MINIMUM OF

3 INCHES OF TOPSOIL; SEED MIX SHALL MEET THE

REQUIREMENTS

FOR

MINERAL

SOILS;

MULCH

ANCHORING MATERIAL AND MULCH. NO FERTILIZER

SHALL

APPLIED.

PAYMENT

FOR

SLOPE

RESTORATION, NON-FREEWAY, TYPE B WILL BE BASED

ON PLAN QUANTITY.

SOLID CONCRETE BLOCK.

PLACE ON UNDISTURBED

EARTH

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

SERVICE LEAD,

MATERIAL AND

SIZE PER WATER

MAIN NOTES

JOB NO.

TYPICAL TRENCH DETAIL

WATER SERVICE DETAIL

NOT TO SCALE

ODW2036.01G

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

2% MAX SLOPE

NOT TO SCALE

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

SILT FENCE DETAILS

MEDIUM BROOM FINISH ON

SURFACE

6" THICK CONCRETE,

POLY-FIBER REINFORCED.

MIN.

FRONT ELEVATION

MIN.

ALL SIGNS SHALL COMPLY

WITH U.S. DEPARTMENT OF

TRANSPORTATION, FEDERAL

HIGHWAY ADMINISTRATION'S

"MANUAL OF UNIFORM

TRAFFIC CONTROL

DEVICES",LOCAL CODES AND

AS SPECIFIED. MOUNT SIGNS

TO POST IN ACCORDANCE

WITH MANUFACTURER'S

INSTRUCTIONS.

APPROXIMATE EXISTING

TREE LINE (TYP)

CLEARING, EST 1.86 ACRES

PROPOSED SILT FENCE,

(TYP), EST 675 FT

EMPLOYEE

ENTRANCE

DRIVE

HMA SURFACE,

REM, 76 SYD

SAWCUT HMA SURFACE

TO A NEAT EDGE, AS

DIRECTED BY THE

ENGINEER

R/W

ISSUED FOR:

Prelim Review

Bidding

HORIZONTAL SCALE IN FEET

SHEET

YOUTH CENTER SITE IMPROVEMEMTS

EXISTING CONDITIONS, REMOVALS, AND SESC

SITE PLAN

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

R/W

ODAWA

CIRCLE

DATE:

08/18/26

08/21/26

BY:

PMR

APPROXIMATE ROW LINE (TYP)

JOB NO.

ODW2036.01G

R/W

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

R/W

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

R/W

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CSP-SITE PLAN.DWG PLOTTED 8/21/2026 10:15 AM BY REPASKY, PAUL

REV#

DATE

R/W

DESCRIPTION

R/W

HA #2

HA #1

R/W

DESCRIPTION

R/W

HA #2

DATE

PROPOSED DRAINFIELD,

SEE SANITARY SHEETS

FOR DETAILS

REV#

PROPOSED SIDEWALK,

CONC, 6", EST 510 SFT

R/W

FUTURE ±;3,000 SFT

BUILDING ON SLAB (NIC)

PROPOSED SEPTIC AND

DOSING TANKS, SEE SANITARY

SHEETS FOR DETAILS

R/W

PROPOSED SIDEWALK,

CONC, 6", THICKENED

EDGE IN FRONT OF HMA,

EST 710 SFT

PROPOSED SIDEWALK,

CONC, 6", EST 350 SFT

R/W

PROPOSED PAVT MRKG,

HC SYMBOL 1 EA.

R/W

PROPOSED PAVT MRKG,

WATERBORNE, 4 INCH,

BLUE, EST. 94 FT.

PROPOSED PAVT MRKG,

WATERBORNE, 4 INCH,

WHITE, EST. 170 FT.

PROPOSED HMA, 4EL/5EL PARKING

AREA, EST 200 TON (2 LIFTS) OVER

8" MDOT 22A AGGREGATE BASE

(CIP), EXTEND MIN 1-FT OUTSIDE

OF HMA, EST 550 TON

R/W

ODAWA

CIRCLE

5-FT RAD (TYP)

R/W

PROPOSED WATERMAIN,

SEE WATERMAIN SHEETS

30-FT RAD (TYP)

PROPOSED AGGREGATE

SURFACE CSE, 6 INCH

(MDOT 23A), 32 SYD

R/W

PROPOSED HMA, 4EL/5EL,

EST 12 TON (2 LIFTS)

OVER 8" MDOT 22A

AGGREGATE BASE (CIP),

EST 30 TON

EMPLOYEE

ENTRANCE

DRIVE

R/W

PROPOSED CULV, 12 INCH

CL F, 30 FT AND 12 INCH

END SECTIONS, 2 EA

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

APPROXINATE ROW LINE (TYP)

R/W

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CSP-SITE PLAN.DWG PLOTTED 8/21/2026 10:19 AM BY REPASKY, PAUL

R/W

PROPOSED CULV, 12 INCH

CL F, 42 FT AND 12 INCH

END SECTIONS, 2 EA

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED IMPROVEMENTS

SITE PLAN

PROPOSED VAN ACCESSIBLE ADA

SIGN AND 3# POST, PAID FOR AS

SIGN, TYPE IA

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

R/W

JOB NO.

ODW2036.01G

HORIZONTAL SCALE IN FEET

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

R/W

APPROXIMATE LOCATION

OF FUTURE BASKETBALL

COURT (NIC)

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

HA #1

R/W

748

747

749

751

DESCRIPTION

R/W

750

752

752.53

751.83

R/W

1.0%

DATE

R/W

HA #2

1.0%

751

750

749

748

747

746

745

744

743

742

741

747

741

2.7

742

APPROXIMATE RIGHT OF

WAY LOCATION

751.83

1.0%

R/W

4.0%

FFE: 753.00

R/W

752

1.5%

R/W

751

752.93

750

6.12%

R/W

CONTRACTOR TO BUILD

2-FT DEEP 1 ON 3 SIDE

SLOPE DETENTION POND

R/W

5.0%

8.25%

752.48

751.98

R/W

2.0%

752

750.22

750.84

751.12S

752.60

.66

1.2

0.7

75 16

751

9.8

749

749.70

749.20

2.0%

0.5

0.8

R/W

2.5%

0.5%

2.5%

R/W

CONTRACTOR TO BUILD 2-FT

DEEP DRAINAGE SWALE

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

748.70

752.28

748.10

3.08%

749.84

748.02

3.08%

R/W

751.66

WSO

R/W

1.5%

752.18

CONTRACTOR TO BUILD

2-FT DEEP 1 ON 3 SIDE

SLOPE DETENTION POND

INV ELE

747.20

R/W

2.27%

751.00

MATCH

749.53

MATCH

749.00

MATCH

749.79

MATCH

749.40

MATCH

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

R/W

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CGP-GRADING PLAN.DWG PLOTTED 8/21/2026 2:44 PM BY REPASKY, PAUL

R/W

INV ELE

748.00

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED GRADING SITE PLAN

748

JOB NO.

ODW2036.01G

HORIZONTAL SCALE IN FEET

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

HA #1

R/W

743

752.85

745

.73

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

748

749

752

746

R/W

750

740

REV#

752

BASIS OF DESIGN

LEGEND

EXISTING

OBSERVATION PORT

(TYP, SEE DETAIL ON

SHEET C-005)

PROPERTY LINE

=> 100 PPL (STUDENTS + STAFF) X 20 GPD = 2,000 GPD

CONTOUR (MINOR)

DESIGN FLOW = 2,000 GPD

CONTOUR (MAJOR)

LOT LINE

WATER WELL

SEPTIC FIELD:

APPLICATION RATE (FINE TO MEDIUM SAND): 0.75 GPD/SFT (SEE SOIL INFORMATION BELOW)

EDGE OF

DRAINSTONE (TYP)

CLEAN OUT

REQUIRED ABSORPTION AREA: 2,000 GPD / 0.75 GPD/SFT = 2,667 SFT

SANITARY MANHOLE

ABSORPTION BED SYSTEM DIMENSIONS:

LATERAL SPACING: 4 FT

LATERAL LENGTH: 52 FT

SANITARY SEWER

UNDERGROUND ELECTRIC

OH-E

THE CONTRACTOR SHALL INSTALL DRAINFIELD, SEPTIC TANKS, AND EFFLUENT TANK,

THEN CALL FOR ENGINEER TO INSPECT PRIOR TO COVERING THE DRAINFIELD.

R/W

DO NOT COMPACT ANY FILL PLACED OVER THE TOP OF DRAINFIELD LATERALS.

PERFORATED PLASTIC PIPE AND FITTINGS SHALL COMPLY WITH THE MICHIGAN

DEPARTMENT OF PUBLIC HEALTH STANDARDS FOR CERTIFICATION AND UTILIZATION

OF PERFORATED TUBING FOR DRAINFIELDS

2 OZ. GEOTEXTILE

FABRIC

CONSTRUCTION SHALL NOT OCCUR WHEN SOILS ARE SATURATED.

DRAINFIELD SHALL BE PROTECTED FROM CONSTRUCTION TRAFFIC.

SANITARY SERVICE, 6-INCH DIA, MIN

1.0% SLOPE (INCLUDED IN PAYMENT

FOR 2,600-GAL SEPTIC TANK)

4'-0"

(TYP)

4" PERF PVC PIPE, AT 4' O.C. 12 ROWS, 52'

LONG. CONNECT TO 4" SOLID HEADER

PIPE AND 4" PERF PVC FOOTER

ENLARGED ABSORPTION

BED SECTION

NO SCALE

SCALE: 1''=10'

CLEAN STONE, 1/2"-121" OR

MDOT 6A (ROUND)

48.0'

PROPOSED FINISHED

GRADE

SURFACE RESTORATION (TYP,

SEE DETAIL ON SHEET C-005)

4.0'

HAND AUGER #1 (HA #1)

0" - 6" - TOPSOIL

6" - 2.5' - FINE SAND (SP), BROWN, W/TRACE SILT, DRY

2.5' - 5' - FINE TO MEDIUM SAND (SP), LIGHT BROWN, MOIST

HAND AUGER #2 (HA #2)

0" - 6" - TOPSOIL

6" - 1' - FINE SAND (SP), BROWN, W/TRACE SILT, DRY

1' - 5' - FINE TO MEDIUM SAND (SP), LIGHT BROWN, MOIST

NOTE:

DRAINFIELD PLAN

- 18" MAX

VARIES, 6" MIN

SJE RHOMBUS MODEL 122 COMBINATION

ALARM/CONTROL PANEL (OR APPROVED EQUIVALENT)

FOR DUPLEX ALTERNATING PUMPING. PANEL TO BE

MOUNTED ON BUILDING. PROVIDE ELAPSED TIME

METERS FOR EACH PUMP FOR TOTAL PUMP RUN TIMES

IN NEW CONTROL PANEL

SANITARY CONNECTOR PIPE, 4-INCH DIA,

MIN 1.0% SLOPE (INCLUDED IN PAYMENT

FOR 2,600-GAL SEPTIC TANK)

TEST PIT INFORMATION

(TYP)

SECTION THRU DRAINFIELD

GRANULAR

BACKFILL

NO GROUNDWATER ENCOUNTERED.

ISSUED FOR:

Prelim Review

Bidding

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED SANITARY

SITE PLAN, DETAILS, AND NOTES

EXCAVATION SHALL NOT REMAIN OPEN FOR EXTENDED PERIOD OF TIME OR

SUBJECTED TO INCLEMENT WEATHER.

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

1'-0"

PROPOSED

YOUTH

CENTER

R/W

SANITARY CLEANOUT,

6-INCH DIA. (INCLUDED IN

PAYMENT FOR 2,600-GAL

SEPTIC TANK)

SAN

ODAW

CIRCL

121 Ø SCHED. 80 SANITARY

FORCE MAIN, EST 37 LF

PROVIDE A MIN. 3 FT OF COVER

OVER SANITARY SEWER AND

FORCE MAIN

AVOID CONSTRUCTION PRACTICES THAT CAUSE COMPACTION AND SMEARING OF THE

INFILTRATIVE SURFACE.

(1) PROPOSED 2,600-GALLON 2-COMPARTMENT PRECAST

CONCRETE SEPTIC TANK WITH ORENCO FT-1554

EFFLUENT FILTER (OR ENGINEER-APPROVED

EQUIVALENT) INSTALLED ON TANK OUTLET (SEE DETAIL

ON SHEET C-005)

DATE:

08/18/26

08/21/26

BY:

PMR

SCALE: 1''=2'

JOB NO.

ODW2036.01G

SHEET

R/W

CONTRACTOR SHALL GRADE TOP OF DRAINFIELD SUCH THAT DRAINAGE OR POSITIVE

SLOPE IS PROVIDED.

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

ALL CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM SHALL OTHERWISE

CONFORM TO THE MICHIGAN CRITERIA FOR SUBSURFACE SEWAGE DISPOSAL AND

HEALTH DEPARTMENT OF NORTHWEST MICHIGAN SANITARY CODE.

ON-SITE

GRANULAR FILL

(1) PROPOSED 1,000-GALLON PRECAST CONCRETE

EFFLUENT DOSING TANK WITH (2) EP04 (OR

APPROVED EQUIVALENT) SUBMERSIBLE EFFLUENT

PUMPS (SEE DETAIL ON SHEET C-005).

CONTRACTOR SHALL DEMONSTRATE PUMP PERFORMANCE ON CLEAN WATER

THROUGH ONE COMPLETE PUMPING CYCLE. ENSURE A CLEAN WATER SOURCE

CAPABLE OF FILLING THE LIFT STATION IS AVAILABLE AT THE TIME OF INSPECTION.

CHECK FOR MOTOR OVERLOAD OF PUMPS BY TAKING AMPERE READINGS. CONFIRM

EVEN FLOW THROUGH DISTRIBUTION LATERALS.

REV#

PROPOSED DAILY DOSE SCHEDULE: 5 DOSES PER DAY (479 GAL/DOSE) AT MAX DESIGN FLOW OF

2,000 GPD.

DATE

DRAINFIELD NOTES

SEPTIC FIELD DOSING WITH EFFLUENT PUMP:

VOL. OF PIPE PER DRAIN FIELD ZONE (12 LATERALS, 1 HEADER, 1 FOOTER EA.); 712 LFT OF 4"

DIA PVC @ 0.09 CFT/LFT = 64.1 CFT = 479 GAL

HAND AUGER #1 (SEE

SOIL INFO THIS SHEET)

R/W

BUILDING

RESTORE WITH TOPSOIL (3"), SEED, AND

MULCH, SEE DETAIL ON SHEET C-005

R/W

SEPTIC TANK

PROPOSED FINISHED SURFACE,

GRADE TO FLOW OFF OF DRAINFIELD.

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK\GKLEINSORGE\D1855733\SHT-CUP-SANITARY PLAN.DWG PLOTTED 8/21/2026 10:39 AM BY KLEINSORGE, GABE

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

2.0'

(TYP)

52.0'

44.0'

INV EL 748.70

(TYP ALL

LATERALS)

PROPOSED TANK CAPACITY: (1) 2,600 GALLON TWO-COMPARTMENT SEPTIC TANK AND (1)

PROPOSED 1,000 GALLON DOSING TANK

HA #2

SAN

SANITARY FORCE MAIN

SEPTIC TANK SIZING:

REQUIRED SIZE: 24 HR; 2,000 GALLONS RETENTION VOLUME

HA #1

SAN

PERFORATED LATERALS

ABSORPTION BED BOTTOM OF GRAVEL PROPOSED AREA:

48' X 56' = 2,688 SFT

15.0'

MIN CLEARING

LIMITS FROM

EDGE OF DRAINFIELD

PROPOSED

DESCRIPTION

HAND AUGER #2 (SEE

SOIL INFO THIS SHEET)

DAILY FLOW:

TYPE OF ESTABLISHMENT: SCHOOLS, DAY WITH CAFETERIA

BUT WITHOUT GYM OR SHOWER; 20 GPD/PERSON)

SOIL EROSION AND SEDIMENTATION CONTROL PLAN NOTES:

MISS DIG UTILITY ALERT

THREE (3) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION, IT SHALL BE CONTRACTOR'S

RESPONSIBILITY TO CONTACT MISS DIG UTILITY PROTECTION SERVICE (1-800-482-7171 OR 811) TO VERIFY

THE LOCATION OF EXISTING UTILITIES. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE

PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. UTILITIES DAMAGED DURING

CONSTRUCTION SHALL BE REPAIRED IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS.

CONTRACTOR SHALL SUBMIT A DETAILED EROSION CONTROL PLAN AND OBTAIN A SOIL EROSION &

SEDIMENTATION CONTROL PERMIT FROM AGENCY HAVING JURISDICTION PRIOR TO ANY EARTH

CHANGES.

SOIL EROSION CONTROL, PART 91 OF P.A. 451 OF 1994

CONTRACTOR SHALL COMPLY WITH ALL PROVISIONS OF PART 91, ACT 451 OF P.A. 1994, FOR SOIL

EROSION AND SEDIMENTATION CONTROL, AND WILL BE RESPONSIBLE FOR ALL MAINTENANCE UNTIL THE

FINAL ACCEPTANCE OF THE PERMANENT CONTROL MEASURES BY OWNER.

TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE USED

IN THE CONSTRUCTION OF THIS PROJECT.

TRENCH WIDTHS

HMA OR CONCRETE

SURFACE

CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO THAT PREVENTATIVE EROSION

CONTROL MEASURES ARE IN PLACE PRIOR TO EXCAVATION AND TEMPORARY STABILIZATION MEASURES

ARE IN PLACE IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS. TIMING AND

SEQUENCING OF EROSION CONTROL DEVICES FOR THE MAJOR ITEMS OF WORK SHALL BE IDENTIFIED

AND SUBMITTED BY CONTRACTOR TO ENGINEER.

CLEANUP SHALL BE DONE IN A MANNER WHICH INSURES THAT EROSION CONTROL MEASURES ARE NOT

DISTURBED.

BACKFILL SHALL BE 100%

MDOT CLASS II

GRANULAR MATERIAL

SHORE OR BENCH TRENCH AS

REQUIRED PER OSHA

REQUIREMENTS BASED ON

SOIL CONDTIONS, TYP

TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED BY CONTRACTOR UPON

ESTABLISHMENT OF PERMANENT SOIL EROSION CONTROL MEASURES.

PIPE BEDDING IN ACCORDANCE

WITH ASTM D2321

UTILITY PIPE, SIZE AND

MATERIAL PER PLAN

DATE

RESTORATION SHALL INCLUDE ALL FINAL TRIM & CLEANUP WORK PLUS IT SHALL INCLUDE FINAL GRADING,

TOPSOIL, SEEDING, FERTILIZING AND MULCH PLACEMENT NECESSARY TO PROPERLY COVER DISTURBED

AREAS. APPLICATION RATES SHALL BE AS APPROVED BY ENGINEER AND SHALL REASONABLY CONFORM

TO THE PROJECT SPECIFICATIONS FOR THIS WORK. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO

ASSURE PROPER GROWTH AND COVERAGE.

ALL TURF AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH AN APPLICATION OF

TOPSOIL, FERTILIZER, SEED, MULCH AND MULCH ADHESIVE AS APPROVED BY ENGINEER AND IN

ACCORDANCE WITH THE FOLLOWING RATES OR AS NOTED ON THE DRAWINGS:

SEPTIC AND DOSING TANK NOTES

TYPICAL TRENCH DETAIL

0.33 TON/ACRE

250 LBS/ACRE

2.0 TONS/ACRE

LATEX-BASED

NOT TO SCALE

TOPSOIL, SEED, OR MULCH THAT WASHES OUT SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

A FINAL INSPECTION WITH THE ENGINEER IS REQUIRED UPON SYSTEM COMPLETION. PROVIDE A MINIMUM

48 HOURS NOTICE.

RESTORATION WILL NOT BE PAID FOR UNTIL ADEQUATE GRASS GROWTH IS EVIDENT AS DETERMINED BY

ENGINEER, THE END PRODUCT IS WELL ESTABLISHED, WEED FREE, IN A GROWING AND VIGOROUS

CONDITION AND CONTAINS THE SPECIES CALLED FOR IN THE SEEDING MIXTURE. AREAS WHERE

UNSATISFACTORY RESULTS ARE OBTAINED SHALL BE REWORKED, RESEEDED, REFERTILIZED, AND

REMULCHED TO THE SATISFACTION OF THE PROJECT ENGINEER, AT CONTRACTOR'S EXPENSE.

CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM SHALL OTHERWISE CONFORM TO THE HEALTH

DEPARTMENT OF NORTHWEST MICHIGAN SANITARY CODE.

CONTRACTOR SHALL GRADE TOP OF DRAIN FIELD SUCH THAT POSITIVE SLOPE IS PROVIDED FOR

SURFACE DRAINAGE.

SCREW TYPE CAP

OR SLIP CAP

4" PVC PIPE

(LENGTH VARIES)

EXISTING MATERIAL

ALL TRENCHES SHALL CONFORM TO THE DETAILS INCLUDED WITH THESE PLANS AND PIPE

MANUFACTURES REQUIREMENTS.

RESTORATION SPECIFICATION

RESTORATION ITEMS SHALL CONFORM TO 2020

MDOT STANDARD SPECIFICATIONS OF

CONSTRUCTION.

CONTRACTOR SHALL EXPOSE THE EXISTING SANITARY SEWER AND STRUCTURES TO WHICH THE NEW

WORK IS TO BE CONNECTED AND NOTIFY ENGINEER OF ANY CHANGES IN THE HORIZONTAL OR VERTICAL

LOCATION. CONTRACTOR WILL VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF THE EXISTING

SYSTEM AND SHALL INFORM THE ENGINEER AS TO THE NECESSARY ADJUSTMENTS REQUIRED TO ALIGN

THE NEW SANITARY SEWER WORK WITH THE EXISTING SYSTEM IF REQUIRED.

CONTRACTOR SHALL DEMONSTRATE PUMP PERFORMANCE ON CLEAN WATER THROUGH ONE COMPLETE

PUMPING CYCLE. CHECK FOR MOTOR OVERLOAD BY TAKING AMPERE READINGS. CONFIRM EVEN FLOW

THROUGH PRESSURE DISTRIBUTION LATERALS.

FINISH

GRADE

3" TOPSOIL

PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE COMPLETED

WITHIN THE FIRST FIVE (5) CALENDAR DAYS AFTER FINAL GRADING.

CONTRACTOR SHALL PROVIDE (2) GOULDS EP04 SUBMERSIBLE EFFLUENT PUMPS (OR APPROVED EQUAL),

WITH SJE RHOMBUS MODEL 122 PUMP CONTROLLER/ALARM IN NEMA 4X ENCLOSURE. PROVIDE FLOAT

CONTROL SYSTEM TO START PUMP AT A HIGH LEVEL, STOP PUMP AT A LOW LEVEL, AND PROVIDE HIGH

WATER ALARM INDICATION. SJE RHOMBUS MODEL 122 (OR APPROVED EQUAL) SHALL PROVIDE A

FLASHING, AUDIBLE ALARM LIGHT SUITABLE FOR OUTDOOR INSTALLATION. PUMP SHALL OPERATE AT 37

GPM @ 14.5 FT TDH. 115V, SINGLE-PHASE. 0.4 HP MOTOR PRIOR TO ORDERING ANY EQUIPMENT,

COORDINATE WITH BUILDING ELECTRICAL CONTRACTOR TO CONFIRM ELECTRICAL SPECIFICATIONS

PRIOR TO ORDERING EQUIPMENT.

4" PVC TEE

SURFACE RESTORATION DETAIL

ALL CONCRETE USED FOR INSTALLATION OF FLOW CHANNELS AND BACKFILL SHALL BE 3500 PSI.

BOTTOM OF

STONE BED

NO SCALE

MATERIALS:

FURNISH PROPERTY OWNER WITH TWO (2) COPIES OF OPERATION AND MAINTENANCE MANUALS FOR

TREATMENT SYSTEM EQUIPMENT AND DOSING PUMP/CONTROLS.

OBSERVATION PORT DETAIL

GRANULAR MATERIAL - MDOT CLASS II SAND

NO SCALE

OPEN GRADED AGGREGATE - MDOT 6A OR AASHTO #57

PROVIDE MINIMUM 6" OF CRUSHED STONE BEDDING AT BASE OF SEPTIC TANKS AND DOSING TANK.

INSTALL SEPTIC FILTER TO PREVENT SOLIDS FOR

ENTERING PUMP CHAMBER. FILTER SHALL BE AS

MANUFACTURED BY ORENCO FT1554-36 OR

ENGINEER-APPROVED EQUIVALENT. FILTER SHALL BE

CLEANED A MINIMUM OF EVERY 3 YEARS.

TUF-TITE RISER SYSTEM, 24-INCH DIA. WITH TUF-TITE

FLAT PLASTIC LID MEETING THE REQUIREMENTS OF

ASTM 1227 07-C, WHICH SPECIFIES A MINIMUM WEIGHT

OF 59 LBS (TYP, 1 OF 3)

STAINLESS STEEL CHAIN TO AID IN

PUMP REMOVAL- ATTACHED TO

PUMP & HUNG FROM STAINLESS

STEEL HOOK INSTALLED IN RISER

SECTION (TYP OF 2)

SUPPORT BRACKET,

PROVIDED BY FILTER

MANUFACTURER

4-INCH DIA SCHED 40

PVC CONNECTOR

PIPE, 1.0% MIN SLOPE

RIM EL

±751.50

GOULDS EP04, EFFLUENT

PUMP OR APPROVED

EQUAL (TYP OF 2)

121"Ø UNION COUPLING

(TYP OF 2)

RIM EL

±750.50

121"Ø GATE VALVE

(TYP OF 2)

121"Ø GATE VALVE

2'-0"

(TYP)

121"Ø UNION COUPLING

121"Ø 45° BEND

(TYP OF 2)

1,000 GAL. CONCRETE

EFFLUENT TANK

(APPROX. DIMENSIONS:

8'LX5'WX5'H)

INV EL

±749.50

FILTERED

EFFLUENT

INFLUENT

SEWAGE

121"Ø SCHED. 80

PVC FORCE MAIN

(TYP)

121"Ø SCHED. 80 PVC FORCE

MAIN. MAINTAIN A MINIMUM

COVER OF 3 FEET.

SEPTIC TANK, 2,600-GAL,

TWO-COMPARTMENT

(APPROX. DIMENSIONS:

14'LX6'-6"WX6'-8"'H)

121"Ø CHECK

VALVE (TYP OF 2)

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED SANITARY

DEATILS AND NOTES

DIRECT BURIED CABLE AS PER PUMP

MANUFACTURER'S SPECIFICATIONS

TO PROPOSED MODEL 122 CONTROL

PANEL. (MIN. DEPTH OF BURIAL 2'

FOR ELEC. CABLE)

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

DENSE GRADED AGGREGATE - MDOT 22AA CRUSHED LIMESTONE

SEPTIC TANKS AND DOSING TANK TO BE LEAK TESTED BY MEANS OF A HYDROSTATIC PRESSURE TEST.

FILL TANKS TO THE SOFFIT AND LET STAND FOR MIN. 24 HOURS. AFTER, FILL TANK ABOVE RISER SEAM

AND MONITOR FOR EXFILTRATION OVER A TWO HOUR PERIODS. NO LEAKAGE IS PERMISSIBLE OVER THE

TWO HOUR PERIOD. ENGINEER MUST BE PRESENT DURING TEST.

RIM EL

±752.25

RESTORATION

DRILL 38"Ø WEEPHOLE IN

BOTTOM OF FORCE

MAIN.

HIGH WATER ALARM

FLOAT SENSOR

PUMP ON/OFF

FLOAT SENSOR

CRUSHED STONE,

MDOT 6AA, 12" THICK

(TYP)

2,600 GALLON SEPTIC

TANK SECTION

NO SCALE

1,000-GALLON EFFLUENT

TANK SECTION

NO SCALE

GOULDS EP04, EFFLUENT PUMP OR

APPROVED EQUAL (1 OF 2, SIDE BY

SIDE) - 37 GPM @ 14.5 FT TOTAL

HEAD, SINGLE PHASE, 115 VOLTS, 0.4

HP MOTOR

PUMP SCHEMATIC PLAN VIEW

NO SCALE

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

JOB NO.

ODW2036.01G

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

TOPSOIL SURFACE

FERTILIZER

SEEDING, TDS

MULCH

MULCH ADHESIVE

PROTECTION OF HAZARDOUS AREAS

EXCAVATION AND HAZARDOUS AREAS SHALL BE PROTECTED BY BARRICADES, SNOW FENCE, OR OTHER

APPROPRIATE MEANS. BARRICADES LEFT IN PLACE AFTER DARK SHALL BE LIGHTED.

REV#

ALL JOINTS SHALL BE

GASKETED, SEE NOTES ON

SHEET C1.0

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

SURFACE RESTORATION

DISTURBED AREAS SHALL BE RESTORED IN STRICT COMPLIANCE WITH THE SOIL EROSION AND

SEDIMENTATION SPECIFICATIONS AND TO THE SATISFACTION OF OWNER AND LOCAL MUNICIPALITY.

COSTS FOR CLEANUP, RESTORATION WORK, AND OTHER INTERMEDIATE OPERATIONS SUCH AS, BUT NOT

LIMITED TO, CONSTRUCTION SIGNAGE, STREET SWEEPING, AND MAINTAINING EXISTING UTILITIES, SHALL

BE CONSIDERED INCLUSIVE AND AT NO ADDITIONAL COST TO OWNER. AREAS DISTURBED DURING

CONSTRUCTION SHALL RECEIVE A 3-INCH APPLICATION OF SCREENED TOPSOIL, FERTILIZED AND

SEEDED. EXCESS MATERIALS, DEBRIS, AND SIMILAR ITEMS SHALL BE REMOVED FROM THE PROJECT

AREA BY CONTRACTOR AND DISPOSED OF PROPERLY. GROUND SURFACES SHALL BE RESTORED TO

ORIGINAL CONDITION OR BETTER PRIOR TO FINAL APPROVAL.

LANDSCAPE OR LAWN

SURFACE

BACKFILL SHALL BE SUITABLE NATIVE

MATERIAL, SEE NOTES ON SHEET C1.0

12"

THE PROJECT WILL CONTINUALLY BE INSPECTED FOR SOIL EROSION AND SEDIMENTATION CONTROL

COMPLIANCE. DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR WITHIN 24 HOURS.

TRENCH EXCAVATION WITHIN A ONE-ON-ONE INFLUENCE OF A ROADWAY, DRIVEWAY CROSSINGS,

PARKING LOTS, OR AS OTHERWISE NOTED ON THE PLANS, SHALL BE BACKFILLED WITH COMPACTED

SAND MDOT CLASS II COMPACTED TO 95% MAXIMUM UNIT WEIGHT IN 6-INCH MAXIMUM LIFTS.

SEE CHART

FOR MAX. TRENCH

WIDTHS

DESCRIPTION

MAX WIDTH OF TRENCH 12" ABOVE TOP OF PIPE

6" THRU 12" PIPE - 30" WIDE

15" THRU 36" PIPE - O.D. + 16"

42" THRU 60" PIPE - O.D. + 20"

OVER 60" PIPE - O.D. + 24"

SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT

SITUATIONS THAT PROMOTE EROSION.

MIOSHA SAFETY REQUIREMENTS

WORK PRACTICES AND MATERIALS SHALL COMPLY WITH APPLICABLE STATE AND FEDERAL SAFETY

GUIDELINES, OCCUPATION, HEALTH AND ENVIRONMENTAL REGULATIONS, AND ALSO NFPA AND ANSI

CODES AS APPLICABLE. WORK INSIDE A CONFINED SPACE, SUCH AS MANHOLES OR OTHER

UNDERGROUND STRUCTURES, SHALL BE COORDINATED WITH THE UTILITY OWNER, AND WORKER SAFETY

REQUIREMENTS STRICTLY ENFORCED. CONTRACTOR SHALL HAVE ITS SAFETY PLAN ON FILE WITH

OWNER AND ONE (1) COPY ON SITE AT ALL TIMES.

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-CUP-SANITARY PLAN.DWG PLOTTED 8/19/2026 3:17 PM BY REPASKY, PAUL

GENERAL CONSTRUCTION NOTES

R/W

CONTRACTOR TO PROTECT

EXISTING HMA (TYP)

APPROXIMATE LOCATION

OF DTE GAS MAIN (TYP)

R/W

APPROXIMATE RIGHT

OF WAY LOCATION

R/W

CULV, REM, 1 EA

R/W

CLEARING, EST 0.01 ACRES

R/WW

R/W

PROPOSED 45° BEND.

2+00

R/W

PROPOSED 45° BEND.

R/W

CLEARING, EST 0.01 ACRES

HA #1

R/W

1+00

PROPOSED AGGREGATE SURFACE

CSE, 6-INCH, EST 184 SYD

R/W

DESCRIPTION

PROPOSED CULV, CL F, 12

INCH, EST 40-FEET AND END

SECTIONS, 12-INCH, 2 EA

PROPOSED 45° BEND.

R/W

3+00

R/W W

R/W

PROPOSED 11.25° BEND.

R/W

CONTRACTOR TO DEFLECT PIPE AT

JOINTS TO MAINTAIN 15-FEET OFF OF

ROAD AND MINIMUM 3-FOOT SEPARATION

BETWEEN NATURAL GAS AND WATER MAIN

PROPOSED 45° BEND.

PROPOSED 11.25° BEND.

PRPOSED 6-INCH, C900 PVC

WATER MAIN, EST 453-FT

CONTRACTOR TO LOCATE

AND CONFIRM EXISTING

GATE VALVES AND CAP.

PROPOSED 45° BEND.

4+00

WSO

5+00

REV#

PROPOSED CORP STOP

AND BOX, 1 EA, SEE

DETAIL SHEET G-003

0+00

DATE

CONTRACTOR TO CONNECT TO

EXISTING 6-INCH PVC WATER MAIN.

5+63

PROPOSED MIN. 2-FT DIA.

ROUNDED STONE TO PROTECT

BLOW-OFF HYDRANT, 2-EACH.

INCLUDED WITH BLOW-OFF PAY

ITEM.

PLAN VIEW STA 0+00 TO STA 5+63

SCALE: 1'' = 20'

756

PROPOSED FINISH GRADE

754

APPROXIMATE EXISTING GRADE

OVER PROPOSED WATER MAIN

PROPOSED CONCRETE SIDEWALK

PROPOSED HMA PARKING LOT

750

748

PROPOSED CORP STOP AND BOX.

746

CONNECT TO EXISTING

PVC WATER MAIN

± 450-FT 6-INCH PVC,

C-900 WATER MAIN

742

±109-FT 1.5-INCH TYPE-K COPPER WATER SERVICE.

740

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

748.4

752.35

749.6

750.95

750.2

750.44

749.9

750.8

752.5

752.4

752.8

752.2

750.7

748.8

738

747.2

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK\GKLEINSORGE\D1855733\WM PLAN & PROFILE.DWG PLOTTED 8/21/2026 10:26 AM BY KLEINSORGE, GABE

744

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED WATER MAIN

PLAN AND PROFILE

EXISTING EMPLOYEE

ENTRANCE DRIVE

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

MIN. 6-FT COVER OVER WATER MAIN (TYP)

752

JOB NO.

ODW2036.01G

0+00

1+00

2+00

3+00

PROFILE VIEW STA 0+00 TO STA 5+63

HORIZONTAL SCALE: 1'' = 20'

VERTICAL SCALE: 1'' = 2'

4+00

5+00

5+75

SHEET

KUPFERLE TF200 BLOW-OFF HYDRANT,

OR ENGINEER-APPROVED EQUAL

PROPOSED 1.5-INCH

TYPE-K COPPER SERVICE,

EST 109-FT

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

CONTRACTOR TO CAP END

OF PROPOSED 6-INCH PVC

C900 WATER MAIN

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

PROPOSED 45° BEND.

R/W

INSTALL DOUBLE

SHREDDED HARDWOOD

MULCH IN 3' RINGS

AROUND BASE OF

TREES AND SHRUBS

(1,240 SF)

R/W

WSO

REV#

DATE

HA #1

JV (5)

PO (4)

AR (2)

MA (8)

IV (5)

PR (4)

BP (4)

AS (2)

ODAWA

CIRCLE

EMPLOYEE

ENTRANCE

DRIVE

ISSUED FOR:

Prelim Review

Bidding

NOTES:

1. RESTORE ALL DISTURBED AREAS WITH

SOLAR SHORTGRASS SEEDMIX.

HORIZONTAL SCALE IN FEET

SHEET

DATE:

08/18/26

08/21/26

BY:

PMR

JOB NO.

ODW2036.01G

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED LANDSCAPE PLAN

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

SOLAR SHORTGRASS

SEED MIX (34,600 SF), SEE

DETAILS SHEET L-002

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

R/W

DESCRIPTION

R/W

AA (6)

R/W

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-LSP-LANDSCAPE PLAN.DWG PLOTTED 8/21/2026 1:39 PM BY DENNIS, KATIE

R/W

HA #2

LANDSCAPE NOTES

11.

WILL BE REJECTED.

NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL WRAPPING MATERIALS MADE OF SYNTHETIC OR PLASTICS

SHALL BE COMPLETELY REMOVED AT TIME OF PLANTING.

THE CONTRACTOR SHALL FILL PLANT PIT WITH PREPARED PLANT MIX TO 12 DEPTH OF ROOT BALL OR ROOT MASS, PACK FIRMLY, PUDDLE

12.

WITH WATER; THEN FOR BALLED AND BURLAPED MATERIAL, THE BURLAP AND ALL LACING (INCLUDING WIRE BASKET IF NECESSARY) SHALL

BE REMOVED FROM THE UPPER 1/3 OF ROOTBALL, THEN FINISH BACKFILLING ADDING SOLID FERTILIZER TO THE PLANT MIX, PACK FIRMLY

AND WATER. A SAUCER SHALL BE PLACED AROUND EVERY PLANT AND SHALL BE APPROVED PRIOR TO PLACEMENT OF ANY MULCH.

ALL DISTURBED LAWN AREAS SHALL BE RESTORED WITH 4-INCHES OF TOPSOIL, SPREAD, FINE GRADED, AND SEEDED/SODDED AS SPECIFIED.

10.

13.

14.

15.

16.

17.

18.

19.

2. TOPSOIL

2.1. TOPSOIL SHALL BE FERTILE, FRIABLE, SANDY CLAY LOAM WITHOUT ADMIXTURE OF

SUBSOIL. TOPSOIL IS TO BE FREE OF GLASS, STONES GREATER THAN ONE (1)

INCH IN ANY DIMENSION, WEEDS, UNDESIRABLE GRASSES AND OTHER

EXTRANEOUS MATERIALS. TOPSOIL SHALL HAVE THE FOLLOWING RANGE OF VALUES:

5.0 TO 7.5

SOLUBLE SALTS 500 PPM MAX

ORGANIC CONTENT

5% TO 30%

SILT CONTENT

35% TO 50%

CLAY CONTENT 5% TO 10%

DELETERIOUS MAT'L* 5% MAX

*ROCK, GRAVEL, STONE, STICKS, ROOTS, SOD, ETC.

2.2. TOPSOIL IS TO BE FINAL SCREENED THRU A 5/8" MAXIMUM MESH SCREEN PRIOR TO

DELIVERY TO THE PROJECT SITE. ENGINEER SHALL REVIEW SOURCE AND FINAL

SCREEN RESULTS PRIOR TO RELEASE OF TOPSOIL. CONTRACTOR SHALL SUBMIT A

CERTIFIED ANALYSIS OF THE TOPSOIL FROM EACH SOURCE TO THE ENGINEER.

TOPSOIL SHALL BE PLACED IN 4-INCH MINIMUM THICKNESS THROUGHOUT.

3. SAND FOR PLANTING MIXTURE SHALL BE CLEAN, MEDIUM-COARSE, UNGRADED SAND

CONFORMING TO ASTM C3 FOR FINE AGGREGATES.

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-LSP-LANDSCAPE PLAN.DWG PLOTTED 8/21/2026 1:33 PM BY DENNIS, KATIE

4. COMPOST SHALL BE COMPOSTED PINE BARK FINES OR OTHER HIGH-LIGNIN BARK FROM

SPRUCE, FIR, OR OTHER CONIFERS.

FOR U.S.D.A. SOIL TEXTURAL CLASSIFICATION'.

ALL TREES AND SHRUBS ARE TO BE FERTILIZED ONCE ROOTS SYSTEM IS ESTABLISHED WITH AGRIFORM 21-GRAM FERTILIZER TABLETS AT

RATES RECOMMENDED BY MANUFACTURER.

ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED.

AT PLANTING TIME, ALL DEAD AND BROKEN BRANCHES SHALL BE PRUNED ON ALL DECIDUOUS TREES.

CONTRACTOR SHALL APPLY ENGINEER APPROVED PRE-EMERGENT HERBICIDE, "PREEN" OR EQUAL, TO SHRUB AND GROUND COVER

PLANTING AREAS AT THE TIME OF PLANTING (IF SPRING PLANTED) OR THE FOLLOWING SPRING. CONTRACTOR SHALL ENSURE THE PLANT

MATERIALS ARE RESISTANT TO THE HERBICIDES PROPERTIES. HERBICIDE SHALL BE APPLIED ACCORDING TO MANUFACTURERS

DESCRIPTION

SPECIFICATIONS AND IN ACCORDANCE WITH SOUND HORTICULTURAL PRACTICES.

ALL TREES, SHRUBS AND PERENNIAL GROUND COVER SHALL RECEIVE A MINIMUM DEPTH OF THREE INCHES DOUBLE SHREDDED HARDWOOD

BARK MULCH. WHERE PLANT BEDS MEET PAVEMENTS, LAWN, OR STEEL EDGING CUT THE GRADE TO ALLOW FOR MULCH AND THREE-INCH

DROP FROM ADJOINING FINISH GRADE.

ALL PLANT BEDS SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8-INCHES AND BACKFILLED WITH SPECIFIED PLANT MIX AS PER PLANTING

BED DETAILS. BEDS SHALL BE EDGED WITH METAL EDGING AROUND PERIMETER. ALL EDGING SHALL BE 4" WIDE - 12 GAUGE STEEL, COLOR

BLACK. CONTRACTOR SHALL LAYOUT EDGING FOR APPROVAL AND INSTALL PER MANUFACTURERS RECOMMENDATIONS.

20. PLANTS SHALL BE WATERED BEFORE AND AFTER PLANTING IS COMPLETE. ALL TREES MUST BE STAKED, FERTILIZED AND MULCHED AND

SHALL BE GUARANTEED TO EXHIBIT A NORMAL GROWTH CYCLE FOR AT LEAST ONE (1) FULL YEAR FOLLOWING PLANTING. ALL DISEASED,

21.

DAMAGED, OR DEAD MATERIAL SHOWN ON THE SITE PLAN SHALL BE REPLACED BY THE END OF THE FOLLOWING GROWING SEASON.

APPLICATIONS OF FERTILIZER BEYOND THE INITIAL TOPSOIL AND SEEDING SHALL BE A FERTILIZER WITH NO PHOSPHOROUS.

ISSUED FOR:

Prelim Review

Bidding

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED LANDSCAPE SCHEDULE & NOTES

1. MIXTURE SHALL BE A MIXTURE OF 6 PARTS TOPSOIL, 4 PARTS MEDIUM-COARSE SAND,

AND 1 PART COMPOST. ADD FERTILIZER AT THE QUANTITY AS RECOMMENDED BY THE

MANUFACTURER. PLANTING MIXTURE SHALL BE FREE FROM, STICK, STONES, SOD CLODS,

OR OTHER MATERIAL WHICH MIGHT LEAVE POCKETS AROUND THE ROOTS.

PRIOR TO INSTALLATION OF TOPSOIL, LOOSEN SUBGRADE TO A DEPTH OF 2 INCHES. THIS WORK SHALL BE INCIDENTAL TO THE PROJECT.

TOPSOIL SHALL CONSIST OF FRIABLE, SHREDDED, AND SCREENED SOIL REASONABLY FREE OF GRASS, ROOTS, WEEDS, STICKS, STONES OR

OTHER FOREIGN MATERIALS. THE TOPSOIL MATERIAL SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. SOIL COMPOSITION

SHOULD CONTAIN AN ORGANIC CONTENT OF 2 TO 6 PERCENT AND BE CLASSIFIED AS A LOAM OR SANDY LOAM AS SPECIFIED IN THE "GUIDE

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

PLANTING MIXTURE NOTES

ALL PLANTED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING.

PLANT MATERIAL, ESPECIALLY EVERGREENS, TO BE PLANTED HIGHER THAN NORMAL WHEN HEAVY SOIL CONDITIONS (CLAY, ETC.) PREVAIL.

IF FOR ANY REASON ANY BALLED AND BURLAPED PLANT MATERIALS NEED TO BE STORED ON SITE LONGER THAN A 24-HOUR PERIOD, THEIR

ROOT BALLS SHALL BE PROTECTED. ALL PLANTS SHALL BE THOROUGHLY WATERED EACH DAY THEY ARE STORED ON SITE. PLANTS MAY BE

STORED ON SITE FOR A MAXIMUM OF TWO (2) WEEKS, OR 14 DAYS. ANY PLANTS ALLOWED TO DRY OUT AS DETERMINED BY THE ENGINEER

DATE:

08/18/26

08/21/26

BY:

PMR

JOB NO.

ODW2036.01G

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

DATE

ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES. SIZES SHALL BE THE MINIMUM STATED ON THE PLANT LIST OR LARGER. ALL

MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "A.A.N. STANDARDS FOR NURSERY STOCK."

NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND REVIEWED BY THE ENGINEER.

FINAL PLANT LOCATIONS SHALL BE MARKED BY CONTRACTOR THREE WORKING DAYS PRIOR TO PLANTING FOR ENGINEER REVIEW.

REV#

MATERIAL SHALL BE MAINTAINED BY THE CONTRACTOR IN A VIGOROUS GROWING CONDITION DURING THIS TIME AT NO ADDITIONAL COST.

SPACING OF PLANT MATERIALS SHALL BE AS SHOWN ON DRAWING OR ON PLANT LIST. THE ENGINEER SHALL REVIEW THE PLACEMENT OF

PLANT MATERIAL PRIOR TO AND AFTER INSTALLATION, AND RESERVES THE RIGHT TO ADJUST LAYOUT TO ACCOMMODATE SITE CONDITIONS

AND DESIGN INTENT.

ALL PLANTS TO BE INSTALLED IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE STANDARDS.

CONTRACTOR SHALL PROVIDE A PLANTING MIXTURE MEETING THE FOLLOWING REQUIREMENTS. IF THE ENGINEER HAS ANY CONCERNS WITH

THE QUALITY OF THE PLANTING MIXTURE, THE ENGINEER SHALL BE ALLOWED TWO WEEKS TO OBTAIN SOIL TEST TO DETERMINE

SPECIFICATION COMPLIANCE. NO PLANT MATERIAL SHALL BE PLANTED PRIOR TO ENGINEER APPROVAL OF PLANTING MIXTURE. ALL PLANT

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

DIAMETER RING OF MULCH

10.0'

MINIMUM WIDTH OF PREPARED SOIL FOR TREES

DESCRIPTION

IF PRESENT, CUT TOP HALF

OF WIRE BASKET AND

REMOVE FROM HOLE

PLACE ROOT BALL ON

UNEXCAVATED OR TAMPED

SOIL

NOTES:

1. REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO

OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE

REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING.

1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER

LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OR THE CONTAINER.

2. AFTER DIGGING HOLE, FILL WITH WATER TO CONFIRM THAT WATER DRAINS OUT OF THE SOIL. IF HOLE DOES NOT

PERC, DO NOT PLANT TREE. NOTIFY LANDSCAPE ARCHITECT FOR DIRECTION.

3. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL IMMEDIATELY AFTER PLANTING.

4. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES.

5. PURCHASE TREE WITH ONE CENTRAL LEADER. DO NOT PRUNE TREE AT PLANTING EXCEPT AS DIRECTED BY

LANDSCAPE ARCHITECT.

6. SET TREE PLUMB WITH VERTICAL TRUNK.

7. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.

PROJECT MANAGER: PAUL M REPASKY, PE

C:\PW_WORK2\D1855733\SHT-LSP-LANDSCAPE PLAN.DWG PLOTTED 8/20/2026 11:16 PM BY DENNIS, KATIE

8. WRAP TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.

DATE

BACKFILLED SOIL

FOR TREE PLANTING

TIGHTEN WEBBED STRAP MATERIAL ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR

SOME TRUNK MOVEMENT. INSTALL THREE STRAPS PER TREE, SPACED EVENLY AROUND

THE TRUNK. INSTALL AS LOW ON TRUNK AS POSSIBLE.

METAL EDGING, PLACED

PER PLAN. SEE DETAIL

ON THIS SHEET

3" MINIMUM OF

SHREDDED

HARDWOOD

BARK MULCH

WEBBED STRAP TO BE ARBORTIE OR APPROVED EQUAL

TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE

TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE

ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE

FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.

4.1.

TREES WITH POOR-QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED

OR DAMAGED . REJECT RATHER THAN STAKE.

4.2.

TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN

WEAK TRUNKS. REJECT RATHER THAN STAKE.

4.3.

PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS ARE THE ROOT BALL.

CORRECT THE PLANTING PROCEDURE.

4.4.

ROOT BALLS PLACED ON VERY SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO

PLANTING.

4.5.

ROOT BALLS WITH VERY SANDY SOIL OR VERY WET SOIL. STAKING ADVISABLE.

4.6.

TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.

REMOVE BURLAP

FROM TOP 1/3 OF

BALL, OR

COMPLETELY

REMOVE PLANTING

CONTAINER

1/2 PLANT

MATERIAL

SPACING

VARIES

SEE PLAN

TREE PLANTING DETAIL

TREE STAKING DETAIL

SHRUB PLANTING DETAIL

NOT TO SCALE

LOOSEN EXISTING

SUBGRADE UP TO

4" PRIOR TO

INSTALLING

PLANTING

MIXTURE

ISSUED FOR:

Prelim Review

Bidding

DATE:

08/18/26

08/21/26

BY:

PMR

JOB NO.

ODW2036.01G

SHEET

LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS

6.0' OR AS SHOWN ON PLANS

UNDISTURBED SOIL

REV#

12"

30" LONG

WOODEN STAKE

YOUTH CENTER SITE IMPROVEMEMTS

PROPOSED LANDSCAPE DETAILS

ROOT BALL

OPTIONAL: METAL

DRIVE ANCHORS

INSTALLED PER

MANUFACTURER'S

DIRECTIONS

WEBBED STRAP

MATERIAL. SEE

NOTE 3 BELOW

4241 Old US 27 S., Suite 1

PO Box 618

Gaylord, MI 49734

989.732.3584

www.wadetrim.com

12"

PLASTIC FLAGGING

TAPE OR OTHER

VISUAL MARKER ON

EACH STRAP, TYP.

FIGURE EIGHT

LOOP AROUND

TREE TRUNK

LITTLE TRAVERSE BAY BANDS

7500 ODAWA CIRCLE

HARBOR SPRINGS, MICHIGAN 49740

3" MULCH. DO NOT PLACE MULCH

IN CONTACT WITH TREE TRUNK

BEFORE PLANTING, ADD 3"-4" OF

WELL COMPOSTED LEAVES OR

RECYCLED YARD WASTE TO BED

AND TILL INTO TOP 6" OF

LOOSENED SOIL

BACKFILL HOLE WITH EXCAVATED

SOIL. AMEND EXCAVATED SOIL

WITH PLANTING MIXTURE

REMOVE ALL TWINE, ROPE,

WIRE, AND BURLAP FROM TOP

HALF OF ROOT BALL

1:1 SLOPE

12"

PLANTING

MIXTURE

DIG WIDE, SHALLOW HOLE

WITH TAPERED SIDES

TAMP SOIL AROUND

ROOT BALL BASE FIRMLY

WITH FOOT PRESSURE

SO THAT ROOT BALL

DOES NOT SHIFT

4" HIGH EARTH SAUCER BEYOND

EDGE OF ROOT BALL

HEIGHT OF TOP OF

ROOT BALL ABOVE

SURROUNDING GRADE

3" MIN, 6" MAX

4"-6"

DEEPER THAN

ROOT BALL

MIN.

EACH TREE MUST BE PLANTED

SUCH THAT THE ROOT FLARE IS

VISIBLE AT THE TOP OF THE ROOT

BALL. TREES WHERE THE ROOT

FLARE IS NOT VISIBLE SHALL BE

REJECTED. DO NOT COVER THE

TOP OF THE ROOT BALL WITH SOIL

This is a copy of a public record, reproduced as it was published. It is not legal advice, and it may not be the version a court would rely on. Check the official source before you cite it.