$RE04$ 7:35:28 PM $PR8$ J:\20500\20500002\00000\DGN\000556_03.dgn STTE PROJET NUMER TOT SHEETS DTE REVISION DTE REVISION 8/0/206 000 8/0/206 0300 8/0/206 300 DDED REVISION DTE, REMOVED PRE ND TEMPORRY ESM'T DDED REVISION DESRIPTIONS REMOVED PRE ND TEMPORRY ESM'T 8/0/206 900,5 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 23004 REVISED NOTE TEXT 8/0/206 2400 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 25002 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 2600 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 5000 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 5400,5,9 REMOVED PRE ND TEMPORRY ESM'T 8/0/206 54004,8 REVISED SIT ENE OTION 8/0/206 60004 REMOVED PRE ND TEMPORRY ESM'T, REVISED PN DTE 000 0300 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. 90056 REMOVED OVERY ON MT RME EST EG 23002 REVISED ROSS SETIONS O MT RME TO E ONSTRUTED U DEPTH 23004 REVISED ROSS SETIONS T ST 24+50 ND ST 25+00 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
$RE04$ 7:35:29 PM $PR8$ J:\20500\20500002\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 +02.00 TO ST 2+46.93 HMERS ROD SOUTH ST 20+69.26 TO ST 22+3.89 HMERS ROD NORTH ST 25+29.34 TO ST 26+74.34 TYPI SETION #3 U DEPTH SETION MT RME ROD EST ST 5+58.4 TO ST 7+03.4 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 2+46.93 TO ST 3+46.7 HMERS ROD SOUTH ST 22+3.89 TO ST 23+3. HMERS ROD NORTH ST 24+30.27 TO ST 25+29.34 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 4+58.98 TO ST 5+58.4 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
$RE04$ 7:35:29 PM $PR8$ J:\20500\20500002\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 50+00 TO ST 52+54.46 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 < 5.0 0.5% OR GRETER ESS THN 0.5% 0.050 T/T MINIMUM 0.056 T/T MINIMUM 6' TRNSITION STD. UR & GUTTER 6" MIN. 0.0208 T/T DESIRE 0.0208 T/T DESIRE 0.0250 T/T MXIMUM 0.0300 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 5009999 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 :50 0.67% DESIRE :200 0.50% MXIMUM :300 0.33% 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 5009999 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
$RE04$ 7:49:0 PM $PR8$ J:\20500\20500002\00000\DGN\000556_06.dgn STTE PROJET NUMER TOT SHEETS H556 SUMMRY O QUNTITIES TRI ONTRO TOT MT RME RD @ HMERS RD S SUMMRY O QUNTITIES RODWY ND PVEMENT GRDING OMPETE MT RME RD @ 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 270 20 255 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 69 67 3 80 328 259 63 G 39 584 44 Y DRIVEWY TOTS 24 27 6 86 G Y S DIRETED Y ENGINEER 75 3 36 3 7 39 45 4 66 G Y TOTS 890 30 370 290 80 G 530 485 90 750 55 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 25+2 +70 5+36 T RT RT 769 605 69 3 3 2 2 86 5 6 6 SUTOTS 6 24 86 27 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 24+3 44.37' RT 04.37 2 HMERS ROD 24+27 5.74' T 27.50 27.50 HMERS ROD 23+3 58.30' RT 5.74 2 HMERS ROD 23+6 57.35' T 27.50 27.50 DRIVE PIPE MT RME ROD +70 22.3' RT 6.00 2 6.00 6.00 DRIVE PIPE MT RME ROD 5+36 22.3' RT 8.77 2 22.50 22.50 SPIWY MT RME ROD 2+50 35.00' T 2.00 2.00 SPIWY MT RME ROD 2+50 35.00' RT 9.00 9.00 SPIWY MT RME ROD 5+00 35.00' T 33.00 33.00 SPIWY MT RME ROD 5+00 35.00' RT 23.00 23.00 SPIWY HMERS ROD 22+5 35.00' T.00.00 SPIWY HMERS ROD 22+5 35.00' RT 0.50 0.50 SPIWY HMERS ROD 24+85 35.00' T 25.00 25.00 SPIWY HMERS ROD 24+85 35.00' RT 5.00 5.00 SUTOTS 34.77 220. 4 4 8 207.00 207.00 TOTS 35 22 4 4 8 207 207 00206 OIE: HENRY OUNTY ORD O OMMISSIONERS S.P..O.S.T. SUMMRY QUNTITIES GPN MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 0600
7:35:33 PM $PR8$ J:\20500\20500002\00000\DGN\000556_5.dgn STTE PROJET NUMER TOT SHEETS H556 ROUNDOUT EGIN GRPHI GRDE END GRPHI GRDE HMERS ROD (NORTH) PVI 24+2.36 PVI E=878.56 PVI 24+29.36 PVI E=878.22 2.0003% 0.3249% PVI 24+86.00 PVI E=878.04 0.7327% PVI 25+22.03 PVI E=878.30 PVI 25+72.03 PVI E=878.22 PVI 26+22.03 PVI E=877.77 0.600% 0.9000%.2808% PVI 26+74.34 PVI E=877.0 IMIT O ONSTRUTION HMERS ROD ST. 26+74.34 EXISTING GRDE INE PROIE GRDE INE 875 877.63 877.83 878.5 878.8 878.4 878.20 878.26 877.86 877.97 877.3 877.4 876.68 876.05 875.39 875.02 874.77 865 23+00 24+00 25+00 26+00 27+00 28+00 29+00 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
HMERS RD 7:35:38 PM $PR8$ J:\20500\20500002\00000\DGN\000556_900.dgn STTE PROJET NUMER TOT SHEETS H556 urve# PI Sta= +42.3 N=253673.2768 E=227680.3075 T= 42.3 = 284.4 R= 3000.00 E= 3.37 25+29.34 6.00' T MTHINEST25+50 SEESHEET9004 ONSTRUTION HMERS RD REQ'D R/W END UR ND GUTTER 25+29.34 6.00' 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 +02.00 N 253658.03 E 2276772.8978 +00 +02.00 2.00'T P PVED SHOUDER +96.93 4.34' T EGIN UR ND GUTTER 2+46.93 6.00' T 2+00 2+8.7 6.00' T REQ'DR/W END UR ND GUTTER 25+05.33 6.00' T 24+77+94 6.00' T 24+28.35 30.90' T 3+57.06 40.56' T 3+00 25+00 R=50' R=90' 52+00 R=50' 24+93.23 6.00' RT R=30' 24+4.47 42.54' RT 5+00 REQ'D R/W 4+48.28 36.94' T 5+09.50 6.00' T EGIN UR ND GUTTER 5+58.4 6.00' T REQ'DR/W R=3008' R=306' R=30' 24+00 R=00' urve# R=2992' ONSTRUTIONMTRMERD R=2984' 50+00 5+00 ONSTRUTION MTRMERD MTH INE ST 6+00 SEE SHEET 9002 R=00' urve# 3 R=30' PVEMENTREMOV TEMPORRYONSTRUTIONPVEMENT PERMNENTONSTRUTION ONRETEMEDINONSTRUTION MI&OVERYONSTRUTION EGEND +02.00 2.00' RT P 2+46.93 6.00' RT PVED SHOUDER +96.93 4.38' RT REQ'DR/W EGIN UR ND GUTTER 2+95.66 6.02'RT 3+53.77 34.9'RT 23+00 R=50' 23+28.37 42.7'T 22+60.33 6.00'T R=00' ONSTRUTION REQ'D R/W R=50' 22+62.5 6.00'RT REQ'D R/W 4+47.75 39.46'RT 23+22.09 35.95'RT R=00' 5+22.25 6.00'RT END UR ND GUTTER 5+9.49 6.00' RT 5+58.4 6.00' 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 0 20 40 80 PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 900
7:35:40 PM $PR8$ J:\20500\20500002\00000\DGN\000556_9002.dgn STTE PROJET NUMER TOT SHEETS H556 END PROJET END ONSTRUTION MT RME ROD EST 7+03.4 PVED SHOUDER 6+08.4 4.52' T 7+03.4 2.00' T 7+00 N 25380.4470 E 2277358.2436 8+00 MTH INE ST 6+00 SEE SHEET 900 ONSTRUTIONMTRMERD PVED SHOUDER 6+08.4 3.98' RT 7+03.4 2.00' 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 0 20 40 80 PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9002
22+60.33 6.00'T 7:35:42 PM $PR8$ J:\20500\20500002\00000\DGN\000556_9003.dgn STTE PROJET NUMER TOT SHEETS H556 urve# 2 PI Sta= 20+67.6 N=25344.5546 E=227734.5749 T= 67.5 = 34.26 R= 2200.00 E=.02 IMIT O ONSTRUTION HMERS ROD SOUTH 20+69.26 20+00 20+69.26 2.00'T 2+00 PVED SHOUDER 2+63.89 3.95'T END UR ND GUTTER 22+3.89 6.00'T 22+00 REQ'DR/W R=294' urve# 2 ONSTRUTIONHMERSRD MTH INE ST 22+50 SEE SHEET 900 R=222' 20+69.26 2.00'RT REQ'DR/W PVED SHOUDER 2+63.89 3.95'RT EGIN UR ND GUTTER 22+3.89 6.00'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 0 20 40 80 PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9003
END UR ND GUTTER 25+29.34 6.00' RT DVID IEDS OURT 50' RIGHTOWY ONRETE UR & GUTTER 7:35:44 PM $PR8$ J:\20500\20500002\00000\DGN\000556_9004.dgn STTE PROJET NUMER TOT SHEETS H556 26+00 PVED SHOUDER 25+79.34 4.30'T 26+74 26+74.34 2.00'T IMIT O ONSTRUTION HMERS ROD NORTH 26+74.34 HMERSROD 65' RIGHTOWY MTH INE ST 25+50 ONSTRUTION HMERSRD SEE SHEET 900 ONSTRUTIONHMERSRD 26+74.34 2.00'RT REQ'DR/W PVED SHOUDER 25+79.34 3.87'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 0 20 40 80 PN STGE MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 9004
6/30/20 SUXEN $RE04$ 7:35:46 PM MOUNT RME ROD T HMERS ROD INTERSETION IMPROVEMENTS 23002 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 890 860 80 80 80 80 80 80 70 70 70 70 70 70 60 60 60 60 60 59.8 60 52.75 50 50 50 50 50 50 40 40 40 40 40 40 32.96 876.20 30 30 30 30 30 877.67 END PROJET MT RME ROD EST END ONSTRUTION 7+03.4 EGIN ROSS SETION OR MT RME ROD EST 5+00.00 SEE SPEI GRDING PN, 800, OR ROUNDOUT EEVTIONS 30 27.75 25.26 25.33 878.52 20 20 879.26 20 20 20 20.03.00 25 YR HG=878.93 25 YR HG=876.84 25 YR HG=.29 0 0 0 0 0 0 2.% 2.2% 25 YR HG=.26 25 YR HG=879.52 25 YR HG=878.78 879.55.30 88.20 882.0 882.76 882.78 882.73 7+02 882.70 7+00 88.93 6+50 88.06 6+00.2 5+50 879.3 2.% 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 24.6.07 28.60 879.28 25 YR HG=882. 25 YR HG=.5 25 YR HG=879.72 878.5 39.03 25 YR HG=878.95 39.24 877.09 25 YR HG=877.53 5+00 50.2 890 860 H556 $PR8$ J:\20500\20500002\00000\DGN\000556_23.dgn STTE PROJET NUMER TOT SHEETS
6/30/20 SUXEN $RE04$ 7:35:46 PM INH = 0 EET HORIZ. INH = 0 EET VERT. SE: 890 860 890 850 80 80 80 70 70 70 60 60 60 50 50 50 40 40 40 30 30 25 YR HG=877.08 30 26.92 20 20 20 9.29 IMIT O ONSTRUTION 26+74.34 25 YR HG=875.63 5.54 3.48 0 0 0 HMERS RD NORTH 3.4% 25 YR HG=876. 25 YR HG=877.40 2.7% 878.26 877.97 877.4 877.0 877.00 26+74 877.3 26+50 877.86 26+00 878.20 HMERS RD NORTH 25 YR HG=875.98 2. HMERS RD NORTH 875.75 HMERS RD NORTH 26.04 874.93 25 YR HG=875.5 876.27 25 YR HG=876.50 32.50 25 YR HG=877.02 4.84 890 860 890 850 $PR8$ J:\20500\20500002\00000\DGN\000556_23.dgn INTERSETION IMPROVEMENTS 23004 MOUNT RME ROD T HMERS ROD ROSS SETIONS OIE: S.P..O.S.T. HENRY OUNTY ORD O OMMISSIONERS 860 850 80 80 80 70 70 70 60 60 6.09 60 7: 50 50 50 40 40 874.03 40 3.56 30 30 25 YR HG=874.29 EGIN ROSS SETION OR HMERS RD NORTH 24+50.00 SEE SPEI GRDING PN, 800, OR ROUNDOUT EEVTIONS 30 877.23.8% 877.38 876.79 20 25 YR HG=877.26 20 20 0 0 0.9% HMERS RD NORTH 25+50 878.5 878.8 878.4 25+00 877.83 HMERS RD NORTH.9% HMERS RD NORTH.8% 876.39 24+50 49.90 25 YR HG=874.9 875.5 25 YR HG=874.53 860 850 H556 STTE PROJET NUMER TOT SHEETS