# LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS > Briefs, arguments, decisions, and more. URL: https://www.frixlaw.com/law-library/documents/tribal%3Alittle_traverse%3A6930318395d88d8b ## Record - **Collection:** Tribal code - **Document type:** Tribal code ## Text LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS 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 R 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 CTV SANITARY MANHOLE FORCEMAIN UNDERGROUND CABLE TELEVISION CO CO S S FM FM SANITARY SEWER FM FM SAN 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 E E STORM SEWER/DRAINAGE POWER POLE P P CATCH BASIN (ROUND GRATE) CB CB OVERHEAD ELECTRIC OH-E OH-E CATCH BASIN (SQUARE GRATE) CB CB 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 ST 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 E E GAS CULVERT END SECTION MANHOLE G METER STORM MANHOLE GM ST DITCH CENTERLINE GM STOP BOX STORM SEWER ST ST SHUTOFF VALVE GAS G G G G SITE (MISCELLANEOUS) ABN ADJUST ITEM IRON (FOUND) IR FLOW ARROW IRON (SET) BENCH MARK BM GOVERNMENT CORNER MONUMENT BOX MONUMENT UTILITY MANHOLE PI PK NAIL FIBER OPTIC PK UNDERGROUND CTV & TELEPHONE SURFACE RESTORATION U 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 BY 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 GA GUY POLE GP CONIFEROUS BUSH CONIFEROUS TREE LAMP POLE METAL LIGHT POLE POWER & LIGHT POLE M POWER & TELEPHONE POLE TP DECIDUOUS BUSH DECIDUOUS TREE P 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 TP HEDGE UTILITY POLE U TREE ROW OVERHEAD CABLE TV & TELEPHONE OVERHEAD ELECTRIC & CABLE TV PATTERNS OVERHEAD ELECTRIC, CABLE TV AND TELEPHONE CONCRETE TELEPHONE TELEPHONE POLE GRAVEL T TELEPHONE MANHOLE TELEPHONE PEDESTAL OVERHEAD TELEPHONE TP TP T T UNDERGROUND TELEPHONE PAVEMENT OH-T T 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 FP FOUNTAIN MAIL BOX MB POST (ROUND) P POST (SQUARE) P CLEARING AND GRUBBING RAILROAD SIGNAL LINE WORK SIGN POST BUILDING TRAFFIC SIGNAL CHAIN LINK FENCE UNDERGROUND MARKER GRAVEL PROPERTY LINE M 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 W W WALL WOOD FENCE REMOVAL R/W ISSUED FOR: Prelim Review Bidding DATE: 08/18/26 08/21/26 BY: PMR 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 © Wade Trim Group, Inc. PROPOSED 4241 Old US 27 S., Suite 1 PO Box 618 Gaylord, MI 49734 989.732.3584 www.wadetrim.com EXISTING BY 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 2" SLOPE 3" 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) 3" 6" REV# CONCRETE WALK WITH THICKENED EDGE GEOTEXTILE FILTER FABRIC SECTION VIEW 6" CONCRETE, POLY-FIBER REINFORCED, SEE NOTES 1/4" TOOLED JOINT R ONLY RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC W T F LO SHEE 6" 1" DESCRIPTION RESERVED PARKING AS SHOWN ON PLANS DATE SHEET FLOW 6" 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 BE 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 PMR SERVICE LEAD, MATERIAL AND SIZE PER WATER MAIN NOTES JOB NO. TYPICAL TRENCH DETAIL WATER SERVICE DETAIL NOT TO SCALE NOT TO SCALE ODW2036.01G SHEET LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS 2% MAX SLOPE © Wade Trim Group, Inc. 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. 6" MIN. FRONT ELEVATION 6" 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 R/W LB ISSUED FOR: Prelim Review Bidding 20 HORIZONTAL SCALE IN FEET 10 0 20 40 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 PMR APPROXIMATE ROW LINE (TYP) JOB NO. ODW2036.01G © Wade Trim Group, Inc. R/W R/W R/W R/W S R/W 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 R/W R/W R/W R/W R/W R/W R/W R/W R/W 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 R/W R/W R/W DESCRIPTION R/W R/W R/W R/W BY N HA #2 HA #1 R/W BY R/W DESCRIPTION R/W R/W R/W R/W N R/W R/W HA #2 OP DATE PROPOSED DRAINFIELD, SEE SANITARY SHEETS FOR DETAILS OP REV# PROPOSED SIDEWALK, CONC, 6", EST 510 SFT R/W R/W S S CO R/W R/W S FUTURE ±;3,000 SFT BUILDING ON SLAB (NIC) PROPOSED SEPTIC AND DOSING TANKS, SEE SANITARY SHEETS FOR DETAILS R/W 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 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 R/W PROPOSED CULV, 12 INCH CL F, 30 FT AND 12 INCH END SECTIONS, 2 EA ISSUED FOR: Prelim Review Bidding LB DATE: 08/18/26 08/21/26 BY: PMR PMR APPROXINATE ROW LINE (TYP) R/W 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 R/W R/W S JOB NO. ODW2036.01G 20 HORIZONTAL SCALE IN FEET 10 0 20 40 SHEET LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS R/W APPROXIMATE LOCATION OF FUTURE BASKETBALL COURT (NIC) © Wade Trim Group, Inc. 4241 Old US 27 S., Suite 1 PO Box 618 Gaylord, MI 49734 989.732.3584 www.wadetrim.com OP HA #1 R/W R/W BY N 748 747 749 751 DESCRIPTION R/W R/W 750 752 752.53 751.83 R/W R/W 1.0% OP DATE R/W R/W HA #2 1.0% 751 750 749 748 747 746 745 744 743 742 741 747 741 3 2.7 75 742 75 FM APPROXIMATE RIGHT OF WAY LOCATION 53 2. 751.83 1.0% R/W 4.0% S S FFE: 753.00 S CO R/W 752 1.5% R/W 751 752.93 752.93 750 6.12% R/W R/W CONTRACTOR TO BUILD 2-FT DEEP 1 ON 3 SIDE SLOPE DETENTION POND 2 R/W 5.0% 8.25% 752.48 751.98 R/W 2.0% 752 750.22 750.84 751.12S 752.60 74 75 .66 1.2 4 0.7 4 1 75 16 . 751 9.8 749 749.70 749.20 2.0% 75 0 8 0.5 0.8 75 R/W 2.5% 0.5% 2.5% 75 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 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 R/W 2.27% 751.00 MATCH 749.53 MATCH 749.00 MATCH LB 749.79 MATCH 749.40 MATCH ISSUED FOR: Prelim Review Bidding DATE: 08/18/26 08/21/26 BY: PMR PMR R/W R/W R/W 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 20 HORIZONTAL SCALE IN FEET 10 0 20 40 SHEET LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS OP HA #1 4 74 R/W 743 © Wade Trim Group, Inc. 752.85 752.85 745 .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 OP REV# 752 BY BASIS OF DESIGN LEGEND EXISTING OBSERVATION PORT (TYP, SEE DETAIL ON SHEET C-005) 2% PROPERTY LINE => 100 PPL (STUDENTS + STAFF) X 20 GPD = 2,000 GPD CONTOUR (MINOR) DESIGN FLOW = 2,000 GPD CONTOUR (MAJOR) OP 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. FM 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. CO 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: N DRAINFIELD PLAN - 18" MAX VARIES, 6" MIN 2" 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 S 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 S 1'-0" S PROPOSED YOUTH CENTER 6" FM R/W FM SANITARY CLEANOUT, 6-INCH DIA. (INCLUDED IN PAYMENT FOR 2,600-GAL SEPTIC TANK) SAN A ODAW E 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 PMR SCALE: 1''=2' JOB NO. ODW2036.01G SHEET © Wade Trim Group, Inc. 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. 2% 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 E BUILDING RESTORE WITH TOPSOIL (3"), SEED, AND MULCH, SEE DETAIL ON SHEET C-005 R/W E 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 FM 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' OP INV EL 748.70 (TYP ALL LATERALS) FM PROPOSED TANK CAPACITY: (1) 2,600 GALLON TWO-COMPARTMENT SEPTIC TANK AND (1) PROPOSED 1,000 GALLON DOSING TANK HA #2 OP 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 4" 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 3" 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 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 © Wade Trim Group, Inc. 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 BY GENERAL CONSTRUCTION NOTES BY R/W CONTRACTOR TO PROTECT EXISTING HMA (TYP) APPROXIMATE LOCATION OF DTE GAS MAIN (TYP) R/W R/W R/W R/W R/W APPROXIMATE RIGHT OF WAY LOCATION G R/W CULV, REM, 1 EA G R/W CLEARING, EST 0.01 ACRES G G W G W R/WW G GP W G RW /W W R/W PROPOSED 45° BEND. G W G 2+00 G R/W R/W G G W PROPOSED 45° BEND. W R/W CLEARING, EST 0.01 ACRES OP HA #1 G R/W 1+00 PROPOSED AGGREGATE SURFACE CSE, 6-INCH, EST 184 SYD N R/W G DESCRIPTION PROPOSED CULV, CL F, 12 INCH, EST 40-FEET AND END SECTIONS, 12-INCH, 2 EA PROPOSED 45° BEND. R/W W W R/W W W 3+00 R/W W R/W R/W FM W G PROPOSED 11.25° BEND. R/W W W G W LB S CONTRACTOR TO DEFLECT PIPE AT JOINTS TO MAINTAIN 15-FEET OFF OF ROAD AND MINIMUM 3-FOOT SEPARATION BETWEEN NATURAL GAS AND WATER MAIN W G W S PROPOSED 45° BEND. PROPOSED 11.25° BEND. S PRPOSED 6-INCH, C900 PVC WATER MAIN, EST 453-FT WE G G G CONTRACTOR TO LOCATE AND CONFIRM EXISTING GATE VALVES AND CAP. PROPOSED 45° BEND. W 4+00 W W W W W W WSO W 5+00 W REV# PROPOSED CORP STOP AND BOX, 1 EA, SEE DETAIL SHEET G-003 W 0+00 CO DATE W G CONTRACTOR TO CONNECT TO EXISTING 6-INCH PVC WATER MAIN. 5+63 W W W S 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 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 © Wade Trim Group, Inc. 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 R/W INSTALL DOUBLE SHREDDED HARDWOOD MULCH IN 3' RINGS AROUND BASE OF TREES AND SHRUBS (1,240 SF) R/W WSO REV# DATE OP HA #1 JV (5) S PO (4) AR (2) MA (8) IV (5) PR (4) S BP (4) AS (2) ODAWA CIRCLE EMPLOYEE ENTRANCE DRIVE LB ISSUED FOR: Prelim Review Bidding NOTES: 1. RESTORE ALL DISTURBED AREAS WITH SOLAR SHORTGRASS SEEDMIX. 20 HORIZONTAL SCALE IN FEET 10 0 20 40 SHEET DATE: 08/18/26 08/21/26 BY: PMR PMR JOB NO. ODW2036.01G LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS S YOUTH CENTER SITE IMPROVEMEMTS PROPOSED LANDSCAPE PLAN S 4241 Old US 27 S., Suite 1 PO Box 618 Gaylord, MI 49734 989.732.3584 www.wadetrim.com FM 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 R/W R/W R/W R/W R/W R/W R/W R/W DESCRIPTION OP © Wade Trim Group, Inc. R/W R/W R/W AA (6) R/W R/W R/W R/W R/W R/W R/W R/W R/W 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 R/W R/W R/W BY N HA #2 OP CO BY 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: pH 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 PMR JOB NO. ODW2036.01G SHEET LITTLE TRAVERSE BAY BANDS OF ODAWA INDIANS - GOVERNMENTAL COMPLEX - YOUTH CENTER SITE IMPROVEMENTS 7. 8. 9. DATE 5. 6. 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# 4. 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. © Wade Trim Group, Inc. 3. 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 1. 2. BY 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: 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. 2. 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. 3. 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 4. 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 NOT TO SCALE 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 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 © Wade Trim Group, Inc. HEIGHT OF TOP OF ROOT BALL ABOVE SURROUNDING GRADE 3" MIN, 6" MAX 4"-6" DEEPER THAN ROOT BALL 8" 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 --- Source: Frix Law Library, https://www.frixlaw.com/law-library/documents/tribal%3Alittle_traverse%3A6930318395d88d8b. Public record. Not legal advice.