REVISION SUMMARY HENRY COUNTY BOARD OF COMMISSIONERS S.P.L.O.S.T. REVISION DATES OFFICE: MOUNT CARMEL ROAD AT CHAMBERS ROAD INTERSECTION IMPROVEMENTS

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2 $RE04$ 7:35:28 PM $PR8$ J:\20500\ \00000\DGN\000556_03.dgn STTE PROJET NUMER TOT SHEETS DTE REVISION DTE REVISION 8/0/ /0/ /0/ DDED REVISION DTE, REMOVED PRE ND TEMPORRY ESM'T DDED REVISION DESRIPTIONS REMOVED PRE ND TEMPORRY ESM'T 8/0/ ,5 REMOVED PRE ND TEMPORRY ESM'T 8/0/ REVISED NOTE TEXT 8/0/ REMOVED PRE ND TEMPORRY ESM'T 8/0/ REMOVED PRE ND TEMPORRY ESM'T 8/0/ REMOVED PRE ND TEMPORRY ESM'T 8/0/ REMOVED PRE ND TEMPORRY ESM'T 8/0/ ,5,9 REMOVED PRE ND TEMPORRY ESM'T 8/0/ ,8 REVISED SIT ENE OTION 8/0/ REMOVED PRE ND TEMPORRY ESM'T, REVISED PN DTE DDED REVISION DTE DDED REVISION DESRIPTIONS 0500,2 DDED TYPI SETIONS OR U DEPTH ON MT RME ROD ND IRIIED MIING OTIONS 0600 REVISED SURING QUNTITIES 5003 REVISED PROIE OR HMERS ROD (NORTH) 9004 REVISED EST EG O MT RME ROD TO E ONSTRUTED U DEPTH. DDED MIING ND INY REMOVED OVERY ON MT RME EST EG REVISED ROSS SETIONS O MT RME TO E ONSTRUTED U DEPTH REVISED ROSS SETIONS T ST ND ST H556 8/0/206 OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. REVISION SUMMRY GPN MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 0300

3 $RE04$ 7:35:29 PM $PR8$ J:\20500\ \00000\DGN\000556_05.dgn STTE PROJET NUMER TOT SHEETS H556 '0" MT RME ROD HMERS ROD '" '2" 0'0" '0" MT RME ROD '" '2" 0'0" TO 8'0" 0'6" TO 6'0" 0'6" TO 6'0" TO 8'0" TO 8'" TO 2'0" TO 8'0" 0'6" TO 6'0" 0'6" TO 6'0" TO 8'0" TO 8'" TO 2'0" 0'0" 0'8" 9'9" 0'0" 0'0" 0'8" 9'9" 0'0" TO 5'7" TO '8" TO 4'5" TO 6'2" TO 5'7" TO '8" TO 4'5" TO 6'2" 0'0" TO 2'0" Profile Grade 0'0" TO 2'0" 0'0" TO 2'0" Profile Grade 0'0" TO 2'0" 2: MX 6% SOPE = RTE O S.E. SEE PNS E J NORM ROWN SOPE = RTE O S.E. SEE PNS 6% 2: MX TYP 2: MX 6% SOPE = RTE O S.E. SEE PNS NORM ROWN SOPE = RTE O S.E. SEE PNS 6% 2: MX TYP TYPI SETION # WIDENING ND OVERY SETION MT RME ROD WEST ST TO ST HMERS ROD SOUTH ST TO ST HMERS ROD NORTH ST TO ST TYPI SETION #3 U DEPTH SETION MT RME ROD EST ST TO ST MI ND INY 30 T T TIEINS TO ENSURE SMOOTH TRNSITION TO EXISTING. SEE ONSTRUTION STGING OR DDITION MI ND INY OTIONS. MT RME ROD HMERS ROD 2'0" 8'0" 6'0" 6'0" 8'0" 7'6" TO '6" Shoulder 4'9" TO 33'6" TO 32'5" 4'3" Shoulder 2'6" TO 2'8" SEE PNS OR OTION O SPITTER ISND Profile Grade TO 2'8" 2'6" 2: MX TO6: 2% SOPE = RTE O S.E. SEE PNS P TYPI SETION #2 SOPE = RTE O S.E. SEE PNS E J G 2% 0'6"(TYP.) 6: 2: PVEMENT IN ROUNDOUT WIDENING ND OVERY SETION MT RME ROD WEST ST TO ST HMERS ROD SOUTH ST TO ST HMERS ROD NORTH ST TO ST MT RME ROD HMERS ROD 2'0" 8'0" 6'0" 6'0" 8'0" REQUIRED PVEMENT 7'6" TO '6" Shoulder 4'9" TO 33'6" TO 32'5" 4'3" Shoulder REYED SPH ON 2.5 MM SUPERPVE, GP 2 ONY, IN ITUM MT & H IME (65 S/) REYED SPH ON 9 MM SUPERPVE, GP OR 2, IN ITUM MT & H IME (220 S/) 2'6" TO 2'8" SEE PNS OR OTION O SPITTER ISND Profile Grade TO 2'8" 2'6" GR GGR SE RS, 0 INH, IN MT D GR GGR SE RS, 6 INH, IN MT E REYED SPH ON EVEING, IN ITUM MT & H IME PVMT REIN RI STRIPS TP 2, 8 INH G ON UR & GUTTER, 8 IN X 30 IN, TP 2 I ON MEDIN, 4 IN J MI SPH ON PVMT, IN DEPTH K ON HEDER UR, 6 IN, TP 7 ON HEDER UR, 4 IN, TP 9 2: MX TO6: 2% SOPE = RTE O S.E. SEE PNS TYPI SETION #4 PVEMENT IN ROUNDOUT U DEPTH SETION MT RME ROD EST ST TO ST P SOPE = RTE O S.E. SEE PNS G 2% 0'6"(TYP.) 6: 2: M N P PIN P ON PVEMENT, 0 IN ENTR ISND NDSPE (SEE DETI R) ON MEDIN, 7 IN (INTEGR) WITH TP 7 UR E OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. TYPI SETIONS GPN NO SE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 0500

4 $RE04$ 7:35:29 PM $PR8$ J:\20500\ \00000\DGN\000556_05.dgn STTE PROJET NUMER TOT SHEETS H556 REQUIRED PVEMENT REYED SPH ON 2.5 MM SUPERPVE, GP 2 ONY, IN ITUM MT & H IME (65 S/) ROUNDOUT REYED SPH ON 9 MM SUPERPVE, GP OR 2, IN ITUM MT & H IME (220 S/) 40'6" D GR GGR SE RS, 0 INH, IN MT GR GGR SE RS, 6 INH, IN MT 8'6" 22'0" TRUK PRON 8'4ƒ" TO 2'0" IRUTORY ROD WIDTH 8'0" Shoulder E REYED SPH ON EVEING, IN ITUM MT & H IME PVMT REIN RI STRIPS TP 2, 8 INH ENTER O ROUNDOUT 7'0" 2'0" TO 0'0" 0'0" TO 2'0" 2'6" G ON UR & GUTTER, 8 IN X 30 IN, TP 2 I ON MEDIN, 4 IN 3% Profile Grade 2% 2% 6: J MI SPH ON PVMT, IN DEPTH 3: K ON HEDER UR, 6 IN, TP 7 ON HEDER UR, 4 IN, TP 9 M PIN P ON PVEMENT, 0 IN N ENTR ISND NDSPE (SEE DETI R) P ON MEDIN, 7 IN (INTEGR) WITH TP 7 UR E N REMOVE EXISTING PVEMENT ROM NDSPE RE K REMOVE EXISTING PVEMENT J E M D TYPI SETION #3 WIDENING ND OVERY SETION ST TO ST G 6"(TYP.) OR DDITION ROUNDOUT DETIS NOT SHOWN, SEE ONSTRUTION DETI R2. IN THE SE O ONITING INORMTION WITH DETI R2, USE THIS SETION. DRIVEWY EXISTING OR REQUIRED RIGHT O WY GRSS SHOUDER OWE RNGES TE 5' OR THIS PROJET, ROSS SOPES THT RE DJUSTED TO "EST IT" 4' SEE PNS REQUIRED DRIVEWY PVEMENT EDGE O PVE. TYPI DRIVEWY DETI (RUR) SEE GENER NOTES, DWG 0400 EXISTING PVEMENT SOPES RE SUJET TO THE OOWING IMITS:. NORM ROWN SETION WITH GRDES SETION WITH GRDES STD. UR & GUTTER SURE OURSE WIDTH EXV. RE 0.0 < WIDTHS < % OR GRETER ESS THN 0.5% T/T MINIMUM T/T MINIMUM 6' TRNSITION STD. UR & GUTTER 6" MIN T/T DESIRE T/T DESIRE T/T MXIMUM T/T MXIMUM SS "" ONRETE 6" MIN. SETION VIEW 6". SUPEREEVTION RTE ONRETE UR TRNSITION DETI T EGIN ND END UR & GUTTERS NO SE SS "" ONRETE SE OR PVEMENT WIDENING Item ode u. Yds. S.E. RTE SHOWN ON PNS OR SE RTE EXISTING IN IED, WHIHEVER IS GRETER. In excavated areas that are 5'0" or less in width, lass "" concrete may be placed in lieu of. SUPEREEVTION TRNSITION ENGTH (ENGTH ROM T POINT TO U SE) TYPI SETION DETI TO E USED WHEN EXISTING PVEMENT IS TO E RESURED WITH the base and paving specified by the typical section. Payment will be made under "lass oncrete ase and Pavement Widening". RTE O ORRESPONDING DIERENE IN TWO INHES OR MORE O SPHTI ONRETE STGGER VERTI JOINT ONE OOT THIS YER EXISTING PVEMENT REINOREMENT RI 8"WIDE, ENTERED ON JOINT SURE MIX SPHTI ONRETE 9 mm SUPERPVE SPHTI ONRETE 25 mm SUPERPVE In excavated areas greater than 5'0" in width, the ontractor shall place base and paving as specified on the typical section. SURE OURSE RUR SHOUDER WIDTH EXV. 0.0 < WIDTHS < 5.0 RE HNGE GRDE ETWEEN PIVOT POINT ND EDGE O PVEMENT MINIMUM : % DESIRE : % MXIMUM : % ENGTH SH E SET TO VOID RETING T GUTTER GRDE ON OW SIDE ND TO VOID T ROSS SOPES T OR NER THE TYPI SETION DETI TO E USED WHEN EXISTING PVEMENT IS TO E RESURED WITH ESS THN TWO INHES O SPHTI ONRETE EXISTING MI EXISTING NE ONE OOT WIDE TO DEPTH O DJOINING YER TO E PED. OST O MIING OR THIS WORK TO E INUDED IN THE UNIT PRIE ID OR PVEMENT REINORING RI. PVEMENT REINOREMENT RI 8"WIDE SURE MIX SPHTI ONRETE 9 mm SUPERPVE SPHTI ONRETE, 25 mm SUPERPVE ' 0" ENTERED MIN. ON JOINT specified on the typical section. 6" SS "" ONRETE 6" MIN. 6" MIN. NO SE SS "" ONRETE SE OR PVEMENT WIDENING Item ode u. Yds. In excavated areas between the existing paving and new curb and gutter that are 5'0" or less in width, lass "" concrete may be placed in lieu of the base and paving specified by the typical section. Payment will be made under "lass oncrete ase and Pavement Widening". In excavated areas greater than 5'0" in width, the ontractor shall place base and paving as See plans for details of curb and gutter construction. URN SHOUDER OW POINT O VERTI URVES. D. POSITIONING O SUPEREEVTION TRNSITION ENGTH ON SIMPE URVES 50% O TRNSITION INSIDE URVE MXIMUM 33% O TRNSITION INSIDE URVE DESIRE 20% O TRNSITION INSIDE URVE MINIMUM NOTE: ROWN WIPEOUT SH E T THE SME RTE S THE SE TRNSITION. E. SMOOTHING O REKS IN EDGE PROIE T EGIN ND END O TRNSITION SH E OMPISHED Y VERTI URVE WITH MINIMUM ENGTH (IN EET) EQU TO THE SPEED DESIGN (IN MPH). SS "" ONRETE SE OR WIDENING DETI OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. TYPI SETIONS GPN NO SE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 05002

5 $RE04$ 7:49:0 PM $PR8$ J:\20500\ \00000\DGN\000556_06.dgn STTE PROJET NUMER TOT SHEETS H556 SUMMRY O QUNTITIES TRI ONTRO TOT MT RME HMERS RD S SUMMRY O QUNTITIES RODWY ND PVEMENT GRDING OMPETE MT RME HMERS RD TOT TEMPORRY PIPE OST IS INUDED IN GRDING OMPETE ON MEDIN, 7 IN TOT ONRETE HEDER UR, 6 IN, TP 7 TOT ONRETE HEDER UR, 4 IN, TP 9 TOT S SUMMRY O SURING QUNTITIES GR GGR SE RS, IN MT GGR SUR RS REYED SPH ON EVEING, IN ITUM MT & H IME REYED SPH ON 2.5 MM SUPERPVE, GP 2 ONY, IN ITUM MT & H IME REYED SPH ON 9 MM SUPERPVE, GP OR 2, IN ITUM MT & H IME ITUM TK OT MI SPH ON PVMT, /2 IN DEPTH PIN P ON PVMT, 3 ON, 0 INH THK 440 DRIVEWY ONRETE, 6 IN TK PVMT REIN RI STRIPS, TP 2, 8 INH WIDTH SS ON, SE OR PVMT WIDENING SUTOTS G Y DRIVEWY TOTS G Y S DIRETED Y ENGINEER G Y TOTS G Y SUMMRY O DRIVEWY QUNTITIES OTION STTION SIDE DRIVEWY RE ON VEY GUTTER, 6 IN REYED SPH ON 2.5 MM SUPERPVE, GP 2 ONY, IN ITUM MT & H IME GR GGR SE RS, IN MT DRIVEWY ONRETE, 6 IN TK GGR SUR RS S HMERS ROD MT RME ROD MT RME ROD T RT RT SUTOTS TOTS RE INUDED IN THE SUMMRY O SURING QUNTITIES. ON UR & GUTTER, 8 IN X 30 IN, TP 2 TOT 920 IED ENE RED WIRE, 5 STRNDS SUMMRY O QUNTITIES DRINGE TOT 360 SUMMRY O DRINGE QUNTITIES STRUTURE OTION STTION OSET SIDE DRIN PIPE, 8 IN, H 0 STORM DRIN PIPE, 8 IN, H 0 RED END SETION, 8 IN, SIDE DRIN STD 20 RED END SETION, 8 IN, STORM DRIN STD 20 ON SPIWY, SPE DES S DUMPED RIP RP, TP3, 8 IN PSTI ITER RI E E E HMERS ROD ' RT HMERS ROD ' T HMERS ROD ' RT HMERS ROD ' T DRIVE PIPE MT RME ROD ' RT DRIVE PIPE MT RME ROD ' RT SPIWY MT RME ROD ' T SPIWY MT RME ROD ' RT SPIWY MT RME ROD ' T SPIWY MT RME ROD ' RT SPIWY HMERS ROD ' T SPIWY HMERS ROD ' RT SPIWY HMERS ROD ' T SPIWY HMERS ROD ' RT SUTOTS TOTS OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. SUMMRY QUNTITIES GPN MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 0600

6 7:35:33 PM $PR8$ J:\20500\ \00000\DGN\000556_5.dgn STTE PROJET NUMER TOT SHEETS H556 ROUNDOUT EGIN GRPHI GRDE END GRPHI GRDE HMERS ROD (NORTH) PVI PVI E= PVI PVI E= % % PVI PVI E= % PVI PVI E= PVI PVI E= PVI PVI E= % %.2808% PVI PVI E=877.0 IMIT O ONSTRUTION HMERS ROD ST EXISTING GRDE INE PROIE GRDE INE SE: INH = 5 EET VERT. OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. MININE PROIE /30/20 GR220E $RE04$ INH = 20 EET HORIZ. MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 5003

7 HMERS RD 7:35:38 PM $PR8$ J:\20500\ \00000\DGN\000556_900.dgn STTE PROJET NUMER TOT SHEETS H556 urve# PI Sta= N= E= T= 42.3 = R= E= ' T MTHINEST25+50 SEESHEET9004 ONSTRUTION HMERS RD REQ'D R/W END UR ND GUTTER ' RT STGE NOTES: ONRETE MINTIN TRI ON EXISTING OTION. ONSTRUT U DEPTH PVEMENT S SHOWN. ONSTRUT U DEPTH PVEMENT ON MT RME EST O ROUNDOUT S SHOWN. G TRI TO ONE NE S NEESSRY. ONSTRUT EVEING S NEESSRY TO IITTE TRI SHIT ROM EXISTING NES TO IRUTORY ROUNDOUT NES. G TRI TO ONE NE. EGIN PROJET EGIN ONSTRUTION MT RME ROD WEST N E 'T P PVED SHOUDER ' T EGIN UR ND GUTTER ' T ' T REQ'DR/W END UR ND GUTTER ' T ' T ' T ' T R=50' R=90' R=50' ' RT R=30' ' RT 5+00 REQ'D R/W ' T ' T EGIN UR ND GUTTER ' T REQ'DR/W R=3008' R=306' R=30' R=00' urve# R=2992' ONSTRUTIONMTRMERD R=2984' ONSTRUTION MTRMERD MTH INE ST 6+00 SEE SHEET 9002 R=00' urve# 3 R=30' PVEMENTREMOV TEMPORRYONSTRUTIONPVEMENT PERMNENTONSTRUTION ONRETEMEDINONSTRUTION MI&OVERYONSTRUTION EGEND ' RT P ' RT PVED SHOUDER ' RT REQ'DR/W EGIN UR ND GUTTER 'RT 'RT R=50' 'T 'T R=00' ONSTRUTION REQ'D R/W R=50' 'RT REQ'D R/W 'RT 'RT R=00' 'RT END UR ND GUTTER ' RT ' RT OPENNESOTRI MTHINEST22+50 SEESHEET9003 PROPERTY ND EXISTING R/W INE REQUIRED R/W INE ONSTRUTION IMITS ESEMENT OR ONSTR P EGIN IMIT O ESS... END IMIT O ESS...E IMIT O ESS REQ'D R/W & IMIT O ESS 8/0/206 OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. ONSTRUTION STGING GPN $RE04$ & MINTENNE O SOPES & UTIITIES ESEMENT OR ONSTR O SOPES ESEMENT OR ONSTR O DRIVES ORNGE RRIER ENE ES ENV. SENSITIVE RE (SEE ERIT TE) SE IN EET PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 900

8 7:35:40 PM $PR8$ J:\20500\ \00000\DGN\000556_9002.dgn STTE PROJET NUMER TOT SHEETS H556 END PROJET END ONSTRUTION MT RME ROD EST PVED SHOUDER ' T ' T 7+00 N E MTH INE ST 6+00 SEE SHEET 900 ONSTRUTIONMTRMERD PVED SHOUDER ' RT ' RT STGE NOTES: ONSTRUT U DEPTH PVEMENT ON MT RME EST O ROUNDOUT S SHOWN. G TRI TO ONE NE S NEESSRY. EGEND PVEMENTREMOV TEMPORRYONSTRUTIONPVEMENT PERMNENTONSTRUTION ONRETEMEDINONSTRUTION MI&OVERYONSTRUTION OPENNESOTRI PROPERTY ND EXISTING R/W INE REQUIRED R/W INE ONSTRUTION IMITS ESEMENT OR ONSTR P EGIN IMIT O ESS... END IMIT O ESS...E IMIT O ESS REQ'D R/W & IMIT O ESS OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. ONSTRUTION STGING GPN $RE04$ & MINTENNE O SOPES & UTIITIES ESEMENT OR ONSTR O SOPES ESEMENT OR ONSTR O DRIVES ORNGE RRIER ENE ES ENV. SENSITIVE RE (SEE ERIT TE) SE IN EET PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9002

9 'T 7:35:42 PM $PR8$ J:\20500\ \00000\DGN\000556_9003.dgn STTE PROJET NUMER TOT SHEETS H556 urve# 2 PI Sta= N= E= T= 67.5 = R= E=.02 IMIT O ONSTRUTION HMERS ROD SOUTH 'T 2+00 PVED SHOUDER 'T END UR ND GUTTER 'T REQ'DR/W R=294' urve# 2 ONSTRUTIONHMERSRD MTH INE ST SEE SHEET 900 R=222' 'RT REQ'DR/W PVED SHOUDER 'RT EGIN UR ND GUTTER 'RT EGEND ONRETE PVEMENTREMOV TEMPORRYONSTRUTIONPVEMENT PERMNENTONSTRUTION ONRETEMEDINONSTRUTION MI&OVERYONSTRUTION OPENNESOTRI PROPERTY ND EXISTING R/W INE REQUIRED R/W INE ONSTRUTION IMITS ESEMENT OR ONSTR P EGIN IMIT O ESS... END IMIT O ESS...E IMIT O ESS REQ'D R/W & IMIT O ESS OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. ONSTRUTION STGING GPN $RE04$ & MINTENNE O SOPES & UTIITIES ESEMENT OR ONSTR O SOPES ESEMENT OR ONSTR O DRIVES ORNGE RRIER ENE ES ENV. SENSITIVE RE (SEE ERIT TE) SE IN EET PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9003

10 END UR ND GUTTER ' RT DVID IEDS OURT 50' RIGHTOWY ONRETE UR & GUTTER 7:35:44 PM $PR8$ J:\20500\ \00000\DGN\000556_9004.dgn STTE PROJET NUMER TOT SHEETS H PVED SHOUDER 'T 'T IMIT O ONSTRUTION HMERS ROD NORTH HMERSROD 65' RIGHTOWY MTH INE ST ONSTRUTION HMERSRD SEE SHEET 900 ONSTRUTIONHMERSRD 'RT REQ'DR/W PVED SHOUDER 'RT EGEND PVEMENTREMOV TEMPORRYONSTRUTIONPVEMENT PERMNENTONSTRUTION ONRETEMEDINONSTRUTION MI&OVERYONSTRUTION OPENNESOTRI PROPERTY ND EXISTING R/W INE REQUIRED R/W INE ONSTRUTION IMITS ESEMENT OR ONSTR P EGIN IMIT O ESS... END IMIT O ESS...E IMIT O ESS REQ'D R/W & IMIT O ESS OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. ONSTRUTION STGING GPN $RE04$ & MINTENNE O SOPES & UTIITIES ESEMENT OR ONSTR O SOPES ESEMENT OR ONSTR O DRIVES ORNGE RRIER ENE ES ENV. SENSITIVE RE (SEE ERIT TE) SE IN EET PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9004

13 6/30/20 SUXEN $RE04$ 7:35:46 PM MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS INH = 0 EET HORIZ. INH = 0 EET VERT. ROSS SETIONS SE: OIE: S.P..O.S.T. 8/0/206 HENRY OUNTY ORD O OMMISSIONERS END PROJET MT RME ROD EST END ONSTRUTION EGIN ROSS SETION OR MT RME ROD EST SEE SPEI GRDING PN, 800, OR ROUNDOUT EEVTIONS YR HG= YR HG= YR HG= % 2.2% 25 YR HG= YR HG= YR HG= % 2.% 2.% 3.09 MT RME RD EST MT RME RD EST 6.% MT RME RD EST 6.% MT RME RD EST MT RME RD EST MT RME RD EST YR HG= YR HG=.5 25 YR HG= YR HG= YR HG= H556 $PR8$ J:\20500\ \00000\DGN\000556_23.dgn STTE PROJET NUMER TOT SHEETS

14 6/30/20 SUXEN $RE04$ 7:35:46 PM INH = 0 EET HORIZ. INH = 0 EET VERT. SE: YR HG= IMIT O ONSTRUTION YR HG= HMERS RD NORTH 3.4% 25 YR HG= YR HG= % HMERS RD NORTH 25 YR HG= HMERS RD NORTH HMERS RD NORTH YR HG= YR HG= YR HG= $PR8$ J:\20500\ \00000\DGN\000556_23.dgn INTERSETION IMPROVEMENTS MOUNT RME ROD T HMERS ROD ROSS SETIONS OIE: S.P..O.S.T. HENRY OUNTY ORD O OMMISSIONERS : YR HG= EGIN ROSS SETION OR HMERS RD NORTH SEE SPEI GRDING PN, 800, OR ROUNDOUT EEVTIONS % YR HG= % HMERS RD NORTH HMERS RD NORTH.9% HMERS RD NORTH.8% YR HG= YR HG= H556 STTE PROJET NUMER TOT SHEETS

COUNTY RIGHT-OF-WAY STANDARDS (Originally Adopted ) (Revised ) (Revised ) (Revised )

COUNTY RIGHT-OF-WAY STANDARDS (Originally Adopted ) (Revised ) (Revised ) (Revised ) EENU OUNTY ROD OMMISSION OUNTY RIGHT-OF-WY STNDRDS (Originally dopted 2-15-94) (Revised 3-5-02) (Revised 3-2-16) (Revised 1-17-17) 10550 East Eckerle Road Suttons ay, Michigan 49682 These standards are