ALLEGAN COUNTY ROAD COMMISSION 108TH AVENUE RECONSTRUCTION PROJECT 5,000' EAST OF 15TH STREET TO 6,750' EAST OF 15TH STREET

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1 TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. TH ST. 0TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. ND ST. 8TH ST. TH ST. ND ST. 0TH ST. 8TH ST. TH ST. TH ST. TH ST. 0TH ST. 8TH ST. TH ST. TH ST. TH ST. ND ST. ND ST. BARRY BARRY TH ST. TH ST. 8TH ST. TH ST. TH ST. TH ST. TH ST. TH ST. 0TH ST. TH ST. 8TH ST. 9TH ST. TH ST. ROAD COMMISSION,000' EAST OF TH STREET TO,0' EAST OF TH STREET UTILITY CONTACTS ELECTRIC CONSUMERS ENERGY 00 E. CORK STREET KALAMAZOO, MI MR. BILL BRINDLEY 08 LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) 9 TELEPHONE AT&T 99 MILCORK STREET ROOM 0 KALAMAZOO, MI MR. TODD SHIBAYAMA ts8@att.com NOTES EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND SUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 0 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONE IN ACCORDANCE WITH THE 0 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AS AMENDED. CABLE CHARTER COMMUNICATION COMMERCIAL AVE PORTAGE, MI MARK BURKE mark.burke@charter.com "MISS DIG" 8 THE IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, 0 EDITION; A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS AND WITH THE GUIDELINES FOR GEOMETRIC DESIGN OF VERY LOWVOLUME LOCAL ROADS (ADT<00), ST EDITION. THE CONTRACTOR SHALL DIAL MISS 8 FOR PROTECTION OF UNDER GROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT OF 0 A MINIMUM OF THREE FULL WORKING DAYS, EXUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES 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 A PART OF THE "MISS DIG" ALERT SYSTEM. 9 9 TH ST. TH ST. OTTAWA OTTAWA KENT TH ST. TH ST. 8TH ST. TH ST. 9 8TH AVE. TH AVE. TH AVE. ND AVE. 0TH AVE. 8TH AVE. TH AVE. TH AVE. ND AVE. 0TH AVE. 8TH AVE. TH AVE. TH AVE. ND AVE. 0TH AVE. 8TH AVE. TH AVE. TH AVE. TH AVE. 0TH AVE. 08TH AVE. 0TH AVE. 0TH AVE. 0ND AVE. 08TH AVE. P.O.B. STA PROJECT LOCATION TH AVE. TH AVE. HILL RD. 0. MI,0 FT 08TH AVE. 0RD AVE. P.O.E. STA. +0 0TH AVE. 0TH AVE. TH AVE. 0TH AVE. CONTRACT FOR ROAD IMPROVEMENTS 0. MILES OF ROADWAY RECONSTRUCTION INUDING EARING, GRADE ESTABLISHMENT, AGGREGATE BASE, AND RESTORATION ON 08TH AVENUE FROM,000' EAST OF TH STREET TO,0' EAST OF TH STREET IN OTSEGO TOWNSHIP,. PREPARED UNDER THE SUPERVISION OF: OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET COVER SHEET INDEX OF PLANS COVER SHEET TYPICAL SECTIONS, DETAILS & NOTES PLAN AND PROFILE STA. P.O.B. TO STA PLAN AND PROFILE STA TO STA. P.O.E. CROSS SECTIONS STA. +00 TO STA. +00 CROSS SECTIONS STA.+00 TO STA. +00 SOIL EROSION & SEDIMENTATION CONTROL PLAN VAN BUREN VAN BUREN KALAMAZOO TH ST., MICHIGAN NOT TO SCALE JASON S. EDWARDS REGISTERED PROFESSIONAL ENGINEER No. 9 JUNE, 0 NONE LH

2 R.O.W. TYPICAL FILL SECTION EXISTING GRADE APPLY TOPSOIL SURFACE, SALV, LM ( INCHES); SEEDING, MIXTURE TUF (0#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, A (#/ACRE); MULCH ( TONS/ACRE); AND MULCH ANCHORING TO ALL DISTURBED AREAS (TYP.) TO BE PAID AS RESTORAION (LS). INSTALL MULCH BLANKETS ON ALL FORESLOPES GREATER THAN ON OR AS DIRECTED BY THE ENGINEER IN THE FIELD. ON MAX. (0.') ' % ' ' PLAN GRADE (0.00') % FOR EXISTING GRAVEL DRIVEWAYS MATCH EXISTING ELEVATIONS AT GRADING LIMITS WITH APPROACH, II OR APPROACH, AA SLAG. STRIP TOPSOIL WITHIN ON INFLUENCE OF ROADWAY TO BE INUDED IN THE ITEM OF STATION GRADING (TYP.) % % TYPICAL SECTION 08TH AVENUE " = ' ROAD THIS SECTION APPLIES TO: STA. + TO +0 ' (0.') AGGREGATE BASE, INCH SUBBASE, CIP ( INCHES) 8' ' (.00') ON MAX. EXISTING GRAVEL BASE ( ") ON MAX. R.O.W. TYPICAL DITCH IN CUT SECTION PROVIDE MULCH BLANKET, HIGH VELOCITY IN DITCH BOTTOM WHEN LONGITUDINAL GRADE IS GREATER THAN OR EQUAL TO.00% (TYP.). SUPERELEVATION DETAILS STATION CURVE # STATION (A) +. (B) +. (C) +. (D) +. (B) 8+. (C) (D) 8+.9 STATION CURVE # STATION (B) 8+. (B) +.0 (C) (C) +0. PROJECT NOTES THE "0 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACT DOCUMENTS. COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THE ENGINEER. THE CONTRACTOR WILL BE RESPONSIBLE FOR CONTACTING THE ROAD COMMISSION TO NOTIFY THEM THAT WORK IS COMMENCING. THE CONTRACTOR SHOULD NOTE THAT STATION GRADING WILL INUDE THE REMOVAL OF FENCES, CULVERTS, BRUSH, TREES SMALLER THAN ", CONCRETE FOUNDATIONS, AND MISCELLANEOUS ITEMS AS REQUIRED AND WILL ALSO INUDE ALL EARTH EXCAVATION, EMBANKMENT, AND ALL OTHER OPERATIONS NECESSARY TO DEVELOP THE DESIRED CROSS SECTION. ALL TOPSOIL AND OTHER UNSUITABLE MATERIAL LOCATED BENEATH THE PROPOSED PAVEMENT SECTION WILL BE REMOVED TO THE SUBGRADE ELEVATION AS PART OF STATION GRADING. ALL TOPSOIL REMOVED MAY BE STOCKPILED AND REUSED AS TOPSOIL SURFACE, SALV, LM. ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIRED FILL SHALL BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOT ASS II GRANULAR MATERIAL FROM BORROW. EXCESS FILL WILL BE REMOVED FROM SITE BY THE CONTRACTOR. THE SOIL BORINGS WERE TAKEN BY GREAT LAKES DRILLING COMPANY, P.O. BOX,, MI 900 ON FEBRUARY 0, 0. THE TEST BORINGS REPRESENT POINT INFORMATION AND MAY NOT HAVE ENCOUNTERED ALL THE TYPES AND MATERIALS WHICH ARE PRESENT AT THE SITE. THESE BORING LOGS DO NOT CONSTITUTE A GUARANTEE OF THE SOIL OR GROUNDWATER CONDITIONS, OR THAT THE TEST BORINGS ARE AN EXACT REPRESENTATION OF THE SOIL OR GROUNDWATER CONDITIONS AT ALL POINTS ON THE SITE. SEE PLAN AND PROFILE SHEETS FOR SOIL BORING DATA. DRIVE REPLACEMENT WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER IN THE FIELD. AS PART OF THIS PROJECT THE CONTRACTOR WILL COORDINATE WITH THE ROAD COMMISSION TO PRESERVE AND RESET ALL GOVERNMENT CORNERS WITHIN THE PROJECT LIMITS. CONTRACTOR WILL RELOCATE ALL MAILBOXES TO A TEMPORARY CENTRAL LOCATION APPROVED BY THE POSTAL SERVICE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL A " x " STAKE WITH THE RESPECTIVE PROPERTY ADDRESS WRITTEN ON IT IN THE FRONT YARD OF EACH RESIDENCE TO ASSIST WITH IDENTIFICATION FOR EMERGENCY VEHIES. PAYMENT FOR RELOCATION WILL BE INUDED IN THE ITEM OF PROJECT EANUP. AT THE COMPLETION OF THE PROJECT SAID MAILBOXES SHALL BE RESET AT THEIR APPROPRIATE LOCATIONS. ALL DISTURBED AREAS NOT TO BE PAVED WILL BE RESTORED WITH TOPSOIL SURFACE, SALV, LM ( INCHES), MDOT SEED MIXTURE TUF (0#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, A (#/ACRE); AND MULCH AND MULCH ANCHORING ( TON/ACRE ). TO BE PAID AS RESTORATION (LUMP SUM). 08 LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) 9 (D) (D) +8. ADEQUATE DUST CONTROL MEASURES WILL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER IN THE FIELD, TO BE INUDED IN THE VARIOUS ITEMS OF WORK. EASEMENT R.O.W. EXISTING GRADE ON MAX. ' (.') 8' ON MAX. (0.') ' % (0.') % ' ' PLAN GRADE (0.00') APPLY TOPSOIL SURFACE, SALV, LM ( INCHES); SEEDING, MIXTURE TUF (0#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, A (#/ACRE); MULCH ( TONS/ACRE); AND MULCH ANCHORING TO ALL DISTURBED AREAS (TYP.) TO BE PAID AS RESTORAION (LS). INSTALL MULCH BLANKETS ON ALL FORESLOPES GREATER THAN ON OR AS DIRECTED BY THE ENGINEER IN THE FIELD. ROAD TYPICAL SECTION % SUPER ELEVATION " = ' THIS SECTION APPLIES TO: STA. +00 TO + % ' % (0.8') AGGREGATE BASE, INCH SUBBASE, CIP ( INCHES) ON MAX. UNDERDRAIN, SUBGRADE, INCH (TYP.) R.O.W. EASEMENT STATION CURVE # STATION (B) +.0 (A) 8+8. (B) 8+. (C) +. (C) +8. (D) +. (D) +. WHEN FIELD DRAIN TILES ARE ENCOUNTERED IN THE EXISTING DITCHES, THE CONTRACTOR WILL EXTEND THEM AS REQUIRED WITH UNDERDRAIN, SUBGRADE " OR " AND ADJUST THE DITCH GRADES AS NECESSARY TO PROVIDE POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER IN THE FIELD. THE COST OF THE CONNECTION WILL BE INUDED IN THE NEW PIPE ITEM. IF THE ENGINEER DETERMINES THAT AN EXISTING TILE IS TOO LONG THE CONTRACTOR WILL REMOVE THE TILE AS NECESSARY, TO BE BE INUDED IN THE ITEM OF STATION GRADING. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND WILL RESOLVE ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S ACTIVITIES. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. DATUM REFERS TO NAVD88 DATUM. THE JONES GRAVEL PIT LOCATED ON THE SOUTH SIDE OF THE PROJECT HAS EXPRESSED INTEREST IN THE EXCESS CUT MATERIAL. CONTACT R. SMITH AND SONS, INC. AT 9 TO MAKE ARRANGEMENTS. UTILITY NOTES FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT OF 0, THE CONTRACTOR WILL CONTACT "MISS DIG" AT 8, A MINIMUM OF HOURS, EXUDING SATURDAYS, SUNDAYS, AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES 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 A PART OF THE "MISS DIG" ALERT SYSTEM. THE CONTRACTOR WILL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND WILL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET TYPICAL SECTIONS, DETAILS, & NOTES JUNE, 0 AS NOTED LH

3 SB # SB # SOIL BORINGS 0.'.'.'.' ' ' 0.8'.8' ' ' BROWN FINE TO MED SAND, TR FINE GRAVEL GRAY SILTY AY BROWN AND DARK BROWN FINE TO MED SAND, TR FINE GRAVEL P.O.B. BEGIN EARING STA X X + POWER POLE.' + BM POWER POLE.0' +8 9" DEAD TREE 0.9' MONTEREY ENTERPRISES, LLC 8 ND AVENUE HOPKINS, MI 98 EA FENCE GATE, FOOT, FOR 8 INCH CHAIN LINK FENCE 0 FT FENCE, WOVEN WIRE WITH WOOD POST SB # +0 " CPP.' +0 FND REM CIB.0' PRESERVE R.O.W. (TYP.) +9 POWER POLE.' 0' X 0' TEMPORARY GRADING PERMIT 0' X ' TEMPORARY GRADING PERMIT +9 " DEAD TREE.0' + " ELM.0' + " DEAD TREE.' +99 " ELM.9' +0 " ELM.' + " DEAD TREE.' + " POPLAR.' + " POPLAR 0.' +9 " POPLAR.' CYNTHIA MEENDERING 8 08TH AVE c/o P.O. BOX HOPKINS, MI 98 X X BEGIN RECONSTRUCTION STA TELE RISER BOX.' + POWER POLE 0.' + BM POWER POLE 9.8' + GUY WIRE.' 0 FT CULV, F, INCH 0 TON APPROACH, II +00 SB # " ELM 9.' 8+ " ELM 0.' 0 FT CULV, F, INCH 0 TON APPROACH, II NOTE: NOT ALL TREES TO BE REMOVED ARE SHOWN ON PLANS. EARING LIMITS WILL BE STAKED PRIOR TO BIDDING AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE AMOUNT OF EARING NECESSARY MONTEREY ENTERPRISES, LLC 8 ND AVENUE HOPKINS, MI 98 SLOPE STAKE LINE (TYP.) PERMANENT EASEMENT EA FENCE GATE, FOOT, FOR 8 INCH CHAIN LINK FENCE 90 FT FENCE, WOVEN WIRE WITH WOOD POST STA SEE NEXT SHEET NOTE: OFFSET DISTANCES ARE FROM PROPOSED CENTER LINE LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) 9 0 0' 0' 80' " CMP.8' JACK JONES 08TH AVENUE OTSEGO, MI FN GATE.' 0+9 FENCE.' +0 POWER POLE.' +0 " CMP.' + ORN" PINE.' + ORN" PINE.9' + ORN" PINE.' + ORN" PINE.' + ORN" PINE 9.0' + ORN" PINE.8' +9 ORN" PINE.8' +9 ORN" PINE.9' +0 8" CPP 8.' + ORN" PINE.9' + ORN" PINE.' + ORN" PINE.9' + ORN" PINE.' + ORN" PINE.' + ORN" PINE.' +8 ORN" PINE.' + ORN" PINE.' +9 ORN" PINE.' +0 ORN" PINE.9' +0 ORN" PINE.0' + ORN" PINE.0' +9 ORN" PINE.' + ORN" PINE.8' +88 ORN" PINE.' +9 ORN" PINE.9' +0 ORN" PINE.' + ORN" PINE.' +0 ORN" PINE.' + ORN" PINE.' + " MAPLE.0' + ORN" PINE.' + ORN" PINE.' +8 ORN" PINE.' +8 ORN" PINE.' + " CPP.' + ORN" PINE.8' + M ROCK 8 INCH.8' + FENCE 9.' JACK JONES 08TH AVENUE OTSEGO, MI " CPP 8.' +9 FN GATE.' +0 M ROCK 8 INCH.' + M ROCK 8 INCH.9' BEGIN RECONSTRUCTION STA TELE RISER BOX 8.'.%.8% +80 ORN PINE.' EX. PROFILE PROP. PROFILE 8.80 PVC STA TON APPROACH, MILLINGS " WALNUT.' 9+ ORN" PINE.' 9+ 8" CHERRY 8.8' 9+ " WALNUT.' 9+98 TWIN CHERRY 8.' STA SEE NEXT SHEET 00' VERTICAL CURVE K = 8 LEGEND REGRADE EXISTING DRIVE AS REQUIRED AND SURFACE WITH APPROACH, ASS II TO A DEPTH OF ", AS DIRECTED BY THE ENGINEER IN THE FIELD, PAID FOR AS APPROACH, II BY THE TON OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET PLAN & PROFILE STA. P.O.B. TO STA JUNE, 0 " = 0'H, 'V LH

4 SB # SB # SOIL BORINGS 0 ' ' ' ' ' ' 0' 0' 0.'.' ' ' BROWN SAND AY AND FINE GRAVEL BROWN SILTY, SAND AY AND FINE TO COARSE GRAVEL AND COBBLES BROWN AYEY FINE TO COARSE SAND AND FINE GRAVEL BROWN SANDY AY, TR FINE GRAVEL STA MONTEREY ENTERPRISES, LLC 8 ND AVENUE HOPKINS, MI 98 NOTE: NOT ALL TREES TO BE REMOVED ARE SHOWN ON PLANS. EARING LIMITS WILL BE STAKED PRIOR TO BIDDING AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE AMOUNT OF EARING NECESSARY. +00 SB # PERMANENT EASEMENT POWER POLE.' RELOCATE BY OTHERS + " MAPLE.' " CHERRY.9' + " MAPLE.' + 8" MAPLE ' + " POPLAR 0.' +0 " WALNUT 9.' + GUY WIRE.' + POWER POLE.0' + " MAPLE.' +8 " MAPLE.' +8 " MAPLE 0.' +99 TW" POPLAR.' " MAPLE.' + " MAPLE.' + " DEAD TREE.' + " MAPLE.0' +8 TW" MAPLE.' 0 FT CULV, F, 8 INCH 0 TON APPROACH, II + " MAPLE ' + " MAPLE 8.' + POWER POLE.' +9 " MAPLE 8.' + GUY WIRE.0' +8 " MAPLE.8' +00 SB # + " CHERRY 0.' + " POPLAR.' 0000 JARROD & CARLY AUSTIN 08TH AVENUE OTSEGO, MI " POPLAR.8' +9 " CHERRY.8' + " POPLAR.' +8 " POPLAR.' +99 9" POPLAR.9' 8+08 TW" POPLAR.0' 8+ " POPLAR.' 8+ 9" POPLAR.9' 8+ TW" MAPLE.9' 8+8 8" DEAD TREE.' 8+9 GUY WIRE 9.' 8+ FND CIB.' 8+ POWER POLE.9' 9+9 " MAPLE.' ROGER & JAMIE AUSTIN 08TH AVENUE OTSEGO, MI 908 0' X 9' PERMANENT EASEMENT 0' X ' PERMANENT EASEMENT 9+0 " MAPLE.' 9+ " MAPLE.0' 9+ " STUMP 8.' 9+ " MAPLE.' 9+ " MAPLE.' 9+ " MAPLE.' 9+ " MAPLE.' NOTE: OFFSET DISTANCES ARE FROM PROPOSED CENTER LINE LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) 9 R.O.W. (TYP.) 0 0' 0' 80' STA SEE PREVIOUS SHEET SEE PREVIOUS SHEET 0+0 " WALNUT 98.' " WALNUT 8.0' 0+08 " PINE.' 0+9 POWER POLE.0' PVI STA BERNARD WHITE 0 08TH AVENUE OTSEGO, MI ' VERTICAL CURVE ELEV..00 K = 8 +8 TRI" MAPLE.9' +8 " DEAD TREE.' " WALNUT 9.' +0 " MAPLE 0.' + " WALNUT 8.' + 8" STUMP 0.' + " STUMP.' +9 " POPLAR.'. +9 " POPLAR 8.' +99 " CHERRY.' +0 " POPLAR 8.'. + " ELM.' + " MAPLE.9' + " MAPLE.' + " MAPLE.8' + 9" ELM.8' PVT STA TW" WALNUT.' +8 8" CHERRY.' +8 TW" MAPLE.' 8.9.% 8. + " OAK 0.' +0 TELE RISER BOX.8' 8.0 PVC STA JOHN & WENDY LOVETT 08TH AVENUE OTSEGO, MI 908 PROPERTY OWNER WANTS WOOD + " HACKBERRY 0.' + " STUMP.0' + " MAPLE ' + " WALNUT 0.9' + " WALNUT.8' + " WALNUT 9.' + " WALNUT.' +9 " DEAD TREE 0.8' + " DEAD TREE.' + " MAPLE 0.' +.' + " MAPLE 0.' +9 " DEAD TREE 8.' + 9" ELM.' +8 " CHERRY.' +8 9" CHERRY.' + CMP.' +9 " WALNUT.0' +9 " WALNUT.9' +0 0" MAPLE 0.' +09 TRI" MAPLE.9' + " DEAD TREE.' + " DEAD TREE.' + " MAPLE.8' +8 " POPLAR.' +9 " MAPLE.' +0 " MAPLE 0.' +0 " MAPLE.0' + " MAPLE.' + " MAPLE.' +8 " MAPLE.' +9 " MAPLE 9.' +9 9" MAPLE 0.' +00 8" STUMP.' +0 " STUMP.' + " OAK.' +9 " MAPLE 0.' + 9" MAPLE.9' + " MAPLE.' 8. 0' VERTICAL CURVE K = EX. PROFILE SLOPE STAKE LINE (TYP.) PROP. PROFILE PVI STA. +00 ELEV TRI" MAPLE.0' + " CMP 9.' + 9" MAPLE.' + " MAPLE.' +0 " DEAD TREE.8' + " CMP 8.' +8 " MAPLE.' +8 " MAPLE.' +8 " MAPLE 0.' +8 TELE RISER BOX 8.' +9 " MAPLE 9.0' +9 " DEAD TREE.' + 8" CMP.' PVT STA P.O.E. STA TON APPROACH, II RELOCATE BY OTHERS 0 FT CULV, F, 8 INCH 0 TON APPROACH, II 8.0% +0 8" CMP.' + " MAPLE.' +0 " STUMP.' P.O.E. STA " STUMP.' +90 TRI" MAPLE.' 8+00 " STUMP.' 8+0 " MAPLE.' 8+08 " MAPLE.' 8+09 " MAPLE.' 8+9 TW" MAPLE.' DARRYL & BETH YERRICK 8+ " MAPLE.' 8+ " MAPLE.' 8+ " MAPLE.' 08TH AVENUE OTSEGO, MI " MAPLE.' 8+ 9" STUMP.9' 8+ 8" MAPLE.0' 8+ 9" POPLAR.8' 8+ " STUMP.' 8+9 POWER POLE 8.0' 8+8 " POPLAR.' 8+9 " DEAD TREE.' 8+98 " MAPLE 9.9' 8+99 " MAPLE.9' 9+ 9" MAPLE.' 9+ 9" MAPLE.' 9+ " MAPLE.' 9+ " MAPLE.0' 9+ 0" MAPLE.' 9+0 8" MAPLE.0' 9+ 8" MAPLE.9' 9+9 " STUMP.' 9+9 " MAPLE.' LEGEND REGRADE EXISTING DRIVE AS REQUIRED AND SURFACE WITH APPROACH, ASS II TO A DEPTH OF ", AS DIRECTED BY THE ENGINEER IN THE FIELD, PAID FOR AS APPROACH, II BY THE TON. SAWCUT AND REMOVE EXISTING HMA PAVEMENT, REGRADE EXISTING DRIVE OR APPROACH AS REQUIRED AND SURFACE WITH APPROACH, II; #/SYD HMA, A (LEVELING); AND #/SYD HMA, A (TOP). (PAVING UNDER SEPERATE CONTRACT IN THE FUTURE) OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET PLAN & PROFILE STA TO STA. P.O.E. JUNE, 0 " = 0'H, 'V LH

5 .,.9.%.8% 0.00, %.9%.,. 0., 0., , , , 8. 8., LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) (SF) 9. (CY) 8. (SF) 00.0 (CY)., 8.8., (SF)., 8.., , , (CY) 8. (CY) 8.0, , ,.9, , (SF) 0.00, , (CY) 8.8, 8.8, , 8., OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET CROSS SECTIONS STA. +00 TO STA (SF) 9.9 (SF). (SF). (CY) JUNE, 0 " = 0' LH

6 80., (SF) 9.9, , , (CY). (SF).9 (CY) 9.0, 80.., LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) (SF) 9.0 (CY).0 (SF). (CY) 0., 0.8, , , 9.8, 8.8. (SF) 0.8 (SF).% 0.00, %.% 0.00, , , 0.00, (CY) 9. (CY).% 8.90, , , , , 8.0 OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET CROSS SECTIONS STA. +00 TO STA (SF). (CY) JUNE, 0 " = 0' LH

7 0 0' ' 00' 08 LINCOLN ROAD, MICHIGAN 9009 TELEPHONE (9) 8 FAX (9) 9 SOIL: GRAVEL PITS PLACE 900' X VARIOUS WIDTHS (,00 SYD) MULCH BLANKET, HIGH VELOCITY, COVER ALL SLOPES FROM STA. + TO STA. + LEFT. HV EASEMENT LIMITS (TYP.) SLOPE STAKE LINE (TYP.) R.O.W. (TYP.) 08TH X HV +00 PLACE 900' X VARIOUS WIDTHS (,00 SYD) MULCH BLANKET, HIGH VELOCITY, COVER ALL SLOPES FROM STA TO STA. +00 RIGHT. +00 SOIL: OCKLEY LOAM, % SLOPES SOIL EROSION & SEDIMENTATION CONTROL NOTES. ALL CONSTRUCTION METHODS WILL BE DONE IN COMPLIANCE WITH THE MICHIGAN SOIL EROSION AND SEDIMENTATION CONTROL ACT. THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSION PERMIT" FROM THE AND/OR A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM THE MDEQ PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS OF THE "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTION SERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND WILL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION CONTROL MEASURES.. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS.. ALL TEMPORARY SOIL EROSION PROTECTION WILL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL EAN UP AND APPROVAL.. GEOTEXTILE SILT FENCE WILL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THE ENGINEER. SEEDING AND/OR SODDING WILL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO PREVENT EROSION.. MAINTENANCE, EANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES WILL BE INUDED IN THE VARIOUS EROSION CONTROL ITEMS.. SOIL TYPE LOCATIONS ARE APPROXIMATED FROM THE UNITED STATES DEPARTMENT OF AGRICULTURE'S WEB SOIL SURVEY MAPS. DETAILED PROPERTIES FOR EACH SOIL TYPE CAN BE FOUND ON THEIR WEBSITE: WEBSOILSURVEY.NRCS.USDA.GOV # NUMBER IN CIRE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R9 SERIES, SOIL EROSION & SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARY MEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBED BELOW. +00 P T T T HV AVENUE 8+00 ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BE RESTORED UNDER THE PAY ITEM RESTORATION (LUMP SUM). THIS PAY ITEM INUDES PLACING MDOT SEEDING, MIXTURE TUF APPLIED AT A RATE OF 0 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, A APPLIED AT A RATE OF LB/ACRE; MULCH AT A RATE OF TON/ACRE AND MULCH ANCHORING. TEMPORARY SEEDING WILL BE PLACED AT LOCATIONS DETERMINED BY THE ENGINEER IN THE FIELD AND WILL INUDE SEEDING MIXTURE, CR APPLIED AT A RATE OF 0 LB/ACRE AND MULCH. DUST CONTROL MAY BE REQUIRED ON THE SUBGRADE CONSTRUCTION AND WILL INUDE APPLYING FRESH WATER TO BE INUDED IN THE ITEM OF EMBANKMENT. DUST CONTROL ON THE AGGREGATE BASE COURSE WILL BE ACCOMPLISHED BY APPLYING FRESH WATER (INUDED IN THE ITEM OF AGGREGATE BASE, INCH) AS DIRECTED BY THE PROJECT ENGINEER. SILT FENCE WILL BE INSTALLED AT CREEK CROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. EACH SILT FENCE WILL BE INSTALLED GENERALLY ALONG THE SAME CONTOUR ELEVATION. CONTRACTOR WILL PROVIDE DOZER TRACKING PERPENDICULAR TO THE SLOPE TO REDUCE WATER AND WIND EROSION. THIS WILL BE PERFORMED AT LOCATIONS SHOWN OR AS DIRECTED BY THE ENGINEER IN THE FIELD, TO BE INUDED IN THE ITEM OF EMBANKMENT. HIGH VELOCITY MULCH BLANKETS WILL BE USED ON STEEP BANKS. PROVIDE MULCH BLANKET, HIGH VELOCITY CENTERED ON ALL DITCH BOTTOMS WITH A LONGITUDINAL GRADE OF.00% OR GREATER AND AT OTHER LOCATIONS AS DIRECTED BY THE ENGINEER IN THE FIELD. CHECK DAMS WILL BE INSTALLED AT THE LOCATIONS SHOWN ON THE PLAN OR AS DIRECTED BY THE ENGINEER IN THE FIELD. OTSEGO TWP,000' EAST OF TH STREET TO,0' EAST OF TH STREET SOIL EROSION & SEDIMENTATION CONTROL PLAN JUNE, 0 " = 0' LH

Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT

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