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CREEK11 443 104512454445453518811 CreekRiceDR.SPRING LAKE RD.KNOLLWOOD DR.GROVELAND RD.RD.RD.FAIRCHILD AVE.DR.DR.DR.EASTWOODGREENWOODLAKELONG AR DANAVE.SHERWOODRD.LAPORTDR.LAPORT DR.WOODLAWN DR.DR.EDGEWOODKNOLLDR.L O ISDR.ST. STEPHENST. MICHAEL HILL VIEWRD.BONA RD.OAKWOODDR.KNOLLWOODRD.COUNTYRD.AVE.CT.WOODDR.SILVER LAKE RD.EAST WOOD RD.LOUISA AVE.DR.CLEARVIEWAVE.RIDGEGREENWOOD DR.IRON DALE RD.BONA RD.WOOD ALEDR.EDGEWOOD DR.GREENFIELD SKIBA DR.BRONSON JACKSON SONRD.QUINCYCOUNTYRD.CLIFTON DR.BELLERAYMONDAVE.OAKWOODPINEWOODDR.DR.DR.ST.HILLVIEWRD.TER.VALLEY VIEW SUNBOWORIOLEDR.CT.ST. N.W.RD.WALNUT AVE.CT.S.CT.N.LEONA ERIN CT.TH ORNDALEDAISYCT.POPPYSEEDST.FOXWOODCT.L AKEBROOK CT.MISSISSIPPICIR.AVE.ST.GREENVIEWHAMILTONCT.DR.LONG LAKE RD.ST.N.W.15thTER.LongLakeAVE.N.W.N.W.AVE.AVE.AVE.AVE.AVE.ST.14@ST.N.W.ST.N.W.LAKE RD.SILVER AVE.NNA V A L ERIEST.N.W.RCHWOODCT.CIR.M I M O S A TODR.REDWOODST.NOR THTHORNDALEHIGHVIEWDR.FREDEENRD.PIKE LAKE PIKELAKECT.KARI12thTER.LAKE PIKECIR.ST.PATTONRD.WOOD DR.PikeAVE.ST.AVE.AVE.AVE.RoundLake RushLakeST.AVE.N.W.N.W.M USTANGCIR.MUSTANG DR.NEWBRIGHTON STATEDRIVERSEXAM.STATIONINDIANOAKSOAKSINDIANCT.TR.AVE.CIR.EIDECIR.GALECIR.CRYSTAL VALENTINECRESTJANETCIR.RD.AVE.DR.CT.AMBLERD.NURSERYHILL KARTHLAKEDR.AMBLEDR.LAKE LAKE SCHUTTA RD.LOISDR.VIEWRD.FAIRVIEW AVE.OAKWOODTERRACEALDINEST.DR.DR.KNOLL DR.ST.R KLEXINGTONAVE.HAMLINE AVE.RICEHAMLINEAVE.COUNTY 77 ARDEN HILLS44 3ValentineLakeST.ST.KNIGHTST.KarthLake RD.RD.CORAL SEA ST.WOOD DR.BRONSONAVE.I PINEWOODCIR.ST.LAKECT.AVE.ASBURY AST.DR.ARONAST.PASCAL DR.RT ST.SHE LDON ST.OAKWOODTER.SNELLING AVE.CREEK CREEK RD.VILLADR.CREEKTR.C T .CT.45AVE.AVE.AVE.EMERALDCT.SPRING LAKE ST.H-2 LAKE COURTDR.DSVIEWNUMDR.ODR.OAKWOODDR.KNOLL DR.CT.ST.ST.45SunfishLake22ndTER.19thTER.N.W.16th16thTER.TER.15th14thTER.13thTER.N.W.DR.CT.WOOD DUCK CT.BUCHER STLHILLS DR.ENVISTACT.BERRYPARKSHORE DR.WEDGEWOODCIR.21st21st RED OAK AVE.W.OAKSCT.SILO CT.DUNLAP SILVHORNDR.CT.PL.35W 5119thOAKRED99PROGRAMAVE.DR.WOODALEQUINCY ST.8817th25th26th19th20th18th17th16th17th23rd21st20th19th18th26th15th26th27th28th17th29th16th8th12th13th ST.12th AVE.23rd AVE.22nd AVE.10th11th10th9th8th7th8th4th3rd2nd1st 10th 1st14th26th 18th SUNNYSIDE RED OAKCT.ST.LORRAINECT.RIDGEN.W.14thTER.CT.18.19.20.21.24.22. PARK VIEW DR.22.23.25. SILVER VIEW DR.25.36. BRIARKNOLL CIR.36.3OAK KNOLLWOOD HILLBRUE ST.ARDA ARDEN DR.VIEWARDENDR.NORMA .5W ROSEWOODCT.18. 29th AVE.19. 27th AVE.20. INNSBRUCK CT.ROSE 82DianeMISSISSIPPIST . CT.StonyL.N.W.BEACHRD.INDIAN OAKSCIR.N.N.61. WALDECK CROSSING GLORIACIR.DR.WOODCRESTDR.MONTCLAIR AVE.CHESHIREBUCKINGHAMCIR.AV.TERRACEDR.DR.ST.ST.67.68.69.70.71.67.7 3 .74.75.LOWELLINGTON 70. TROY DR.72.74. ARDMORE AVE.76.AVE.DICKENS KINGWAY SCOTLANDCT.T FERNWOODTREE DR.OAKLINDENDR.ST.43910T30N R23WT30N R23W10111514T30N R23W16152122 T30N R23W 891716 24. PARK VIEW TER.69. BURKER DR.75. STRATFORD AVE.16. BROOKSHIRE CT.AVE.CT.H9696 RNFEHILLS DR.RD.DR.AV.TANYBRIT 68. CORNELL DR.76. WINDSOR WAY62. BOHNHOF JUCTION63. N. OBERLIN CIR.64. S. OBERLIN CIR.65. E. OBERLIN CIR.Minnesota Commercial Railway Co.EMLLAKESHOREPL.COLLEENCOLLEEN COLLEENCT.JAMES A VE.DE LLWO ODST.9th ST.12th AVE.9thST.EMERALDDR.VALENTINECT.AVE.LAMBERT DR.ST.ST.SHERWOODPL.PL.GREENFIELDDR.SUNNYSIDE RD.EWLONGVIROBINEASTMANSUNNYSIDEBRIGHTONCEDARDR.VE.A93.94.BENTBLACK AV.AV.AV.16thTER.14 th AVE.N.W.AVE.17 thST.15th AVE.AVE.PALMERDR.RO BINCT.ST.PALMERDR.ST.th13BRIGHTONSQ.27th AVE.32 nd SERENDIPITYCT.W AV.ALNUTDIANE AV.AV.O RIOLE AV.RA INBOWL.ROCK15thAV.AV.16th CLIFTONDR.ESHIRECH17thTER.TER.PASSFORESTDALERD.DALEAVE.CT.DR.WOODCR EST W.ICO.RD.COUNTY RD. G5050 PRIORAV.PR IORCT.P R I O R A V E .TODDLISAL TODDCIR.CIR.JOHN'S PINEWOOD CEALBE TERRALBERTST.WILLOWRD.VEWCREIRIDGE RICEBUFFALOWIOWRE BIRCHWOOD ST.CHURCHILLOD FERNWO ALROYPARKAVE.RESTCD KCREE KSUNVIEWERTCO.RO LAWNVDR.PINEWOODMcCLUNGDR.DR.Lake L.CHELSEA CT.BROOKSHIRECT.B R O OKSHIREAVE.SPRINGCREEKDR.16.6th AVE.27.17.VE.A 16. KNIGHTS BRIDGE RD.26. QUEENS GATE27. OLD TOWN DR.DR.CREEK GREGOR YDR.DR.LONGVIEW DR.N.W.AVE.ST.7th THOR NTER.MOUNDS OL VIETST.27th AVE.ST.PLN.W.12 CT.B L VD.GATEWAYCT.16thTER.COUNTY13th12th ST.18thST.AVE.28th LONGLAKETER.STONEN.W.8SNELLINGAVE.OLD HWY.10 CIR.AMBLE KARTHLAKECIR.PLEASANTCIR.40.VALENTINELAKERD.BRON SON DR.BRONSONDR.AVE.OAKWOODDR.RD.IRD.84thAVE.GREENFIELDCIR.COURTLAKE LAWNDOOEDGEWDR.CREEK PARK DR.VIEWWILDFLOWERCT.RIDGEPRAIRIE DR.BLUESTEM LEXINGTDR.POND VIEW101010SEYRICELINDSEYCT.TEN PLEASAVIEWNT VIEWPLEASANTVIEW CT.EA SANDR.TR.SBRUCKINNS CUMMINGS RA MHIDDENHOLLOWCT.EPSTHEN LANDMARKCIR.GREEN FIELD GROBERGERICKPIWOODNEST.NORMA AV E.LL R K BRIANOPARKDR.WYNCRESTNCSTWYRE RD.ILEPAK CT.GROVELANDQUINCY ST.Court TrailerTrailerCourtCOUNTYADAMSSPRINGVIEWLONG VIEW 68.LN.DTSURA ARDAN AVE.RD.DELL VIEW VALAVE.ENINEAVE.EWIVRFAI17. OLD STEINE CIR.T GATEWAY ALEVIPLEASANTJEFFERYO'CONNELL DR.AVE.OLD HIGHWAY SPRINGCT.RAVENSWOOD NSWOODVAHAVEN OOW EIOMEADO M E A D WCT.WAE.BUCHERVLLTSANLEAPDR.ST.10th NORTHWEST PKWY.CENTRALPARKBLVD.RING RD.IONROXAN.W.AVE.7th ST. N.W.SHERWOODAVE.50ROYVIEWCT.DAWN CIR.FLORALDR.CIR.JAMES CIR.77TrailerCourtNDONDARY767610TrailerCourt 35W1051DR.CT.DR.97.97. BANYAN ST.N.SNELLING AVE.ROUND RD.W.LAKE69426.N.W.RD.RING13thST.77 2010 POP.12,1552010 POP. 21,456 2010 POP. 9,552KEITHSON DR.SCIENTIFIC BOSTON DR.INNOVATION WAY SHERWOOD LN.LN.LN.LN.23. HODGES LN.LN.LN.67. SQUIRE LN.72. QUAKER LN.73. GLENHAVEN LN.17. BROOKSHIRE LN.LN.LN.LN.LN.21. VALLEY VIEW LN.LN.LN.LN.RAIN BOW LN.BRIGH TON LN.LN.LN.LN.LN.LN.N.N.LN.LN.LN.L N .ROBIN LN.LN.LN.LN.LN.LN.ROYAL LN.LN.L N .82nd LN. N.E.84th LN. N.E.51A VE.86.MOUNDS VIEWSHOREVIEW 3 2014 & 1140 10 FROM 10 6205-39 Copy To:For: S.P.T.H.A.J.S.P.T.H.A.J.S.P.T.H.A.J.PPM S ActivityPPMS ActivityPPMS ActivityT.H.VICINITY OF Prepared 20 Scale: Hor. 1 inch =ft.August 17 100DESIGN FILE:DATE: The alignm ent andgrades show n onthis m ap are tentativeand subject to changewithout notice.Staff Approval The traffic volum es show n areByCOPY No.Date:Peter Her, BW T9F15PW\Docum ents\Projects\DM _ROS\LAYOUT HISTORY010\6205\039\Predesign\Layouts\P620539_cl3.dgnTH 35W to TH 96 PROJECT LOCATION C O L O R K E Y R O A D W A Y E X I S T I N G S I G N A L C U R B & G U T T E R , R A I S E D M E D I A N M E D I A N B A R R I E R I N P L A C E R I G H T - O F - W A Y P O N D P A V E D S H O U L D E R C O N S T R U C T I O N L I M I T S B R N O 6 2 0 5 8 E X I S T I N G S P 6 2 8 4 - 1 7 2 ( T H 3 5 W M N P A S S ) 100SCALE IN FEET 2015 Data and AnalysisMNDOT Office of Transportation P O S S I B L E N O I S E W A L L LAYOUT & PROFILE No.Add EB TH 10 Auxilliary Lane from TH 35W to CSAH 96Arden Hills & M ounds Viewfor year U N D E R C O N S T R U C T I O N S P 6 2 8 4 - 1 6 2 ( C R H R O U N D A B O U T S ) ON THE TH 10 EXIT RAMP FROM 35W WHERE THE STANDARD IS 50 MPH.3. 41 MPH HORIZONTAL STOPPING SIGHT DISTANCE DUE TO THE BRIDGE RAIL WHERE THE STANDARD IS 0.025.2. A 0.04 CROSS SLOPE ON THE TH 10 AUXILIARY LANE 1. 11' LANES ON TH 10 WHERE THE STANDARD IS 12'- THERE ARE THE FOLLOWING PROPOSED DESIGN EXCEPTIONS:- TH 10 IS AN OVERSIZED OVERWEIGHT CORRIDOR.- TH 10 FROM TH 35W TO TH 694 IS AN APPROVED HOUSE MOVING ROUTE.LAYOUT NOTES:ft.10 Vert. 1 inch =CLOSED O R R E C O N S T R U C T E D U N D E R S P 6 2 8 4 - 1 7 2 T E M P O R A R Y P A V E M E N T T O B E O V E R L A Y E D - Advanced the Layout and Profile No. to 1A.- Incorporated GDSU comments from June 2017 into the layout and profile.- Incorporated LAC comments from April 2017 into the layout and profile.MAY 2017: B R N O 6 2 0 5 7 E X I S T I N G P R O F I L E S - G T H 1 0 R A M P 3 , T H 1 0 R A M P 3 , T H 1 0 R A M P A L I G N M E N T - T H 1 0 R A M P 3 G P K - P 3 9 1 0 0 S C A L E I N F E E T D424 C&GCongestion Report).than 3 hours of daily congestion (Metropolitan Freeway System 2013I-35W, current demand for exit exceeds capacity and results in greaterfuture projection of 4239 vehicles in 2036. With just one lane exit off SBfor TH 10 EB along the same segment is approximately 3606 vehicles with ais approximately 52,000 vehicles per day. The 2016 AM peak hour volumewith posted speed of 55 mph. The 2015 ADT on TH 10 between I-35W and CSAH 96County Road H. Between I-35W and CSAH 96, TH 10 is a 4 lane divided highwaycoming in to the junction of TH 10 and I-35W SB and exits with one lane atnorthwest metro in the Twin Cities Metropolitan. EB TH 10 has 2 lanesTH 10 is a major arterial road that connects the southeast metro with theentrance will be maintained.Existing right turn lane and acceleration lane at Schere Brother'slower volume lane for vehicles to enter TH 10 EB from the local accesses.will reduce congestion along SB 35W and the auxiliary lane will provide aan auxiliary lane between County Road 10 and CSAH 96. The 2-lane exitThis project will add a second lane at the TH 10 EB exit from I-35W SB and- Advanced the Layout and Profile to No. 2. ramp from the frontage road onto the TH 10 EB exit ramp to TH 96.- Removed the right out in front of The Big Ten Tavern and added a slipJULY 2017: T R U C K A P R O N COLOR KEYROADWAYEXISTING SIGNAL CURB & GUTTER, RAISED MEDIAN MEDIAN BARRIERINPLACE RIGHT-OF-WAY POND PAVED SHOULDERCONSTRUCTION LIMITS SP 6284-172 (TH 35W MNPASS)POSSIBLE NOISE WALL UNDER CONSTRUCTION SP 6284-162 (CR H ROUNDABOUTS)OR RECONSTRUCTED UNDER SP 6284-172 TEMPORARY PAVEMENT TO BE OVERLAYED TRUCK APRON - Advanced the Layout and Profile to No. 3.- Added a right out with truck apron in front of The Big Ten Tavern.December 2017:12/15/2017DATE:Metro District Prelim inary Design EngineerReviewed ByReviewed ByProgrammed Letting Date Level 1 LAYOUT APPROVAL2020202020Reviewed ByApproved ByApproved By State Design EngineerState Geometrics EngineerReviewed By 2020Metro District EngineerMetro District Traffic EngineerMetro District Maintenance Operations EngineerAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.I HEREBY CERTIFY THAT THIS LAYOUT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION NAME:LIC. NO. S1479 9 1 0 .0 4 S M H/ INV18.60NW-SE 18.25W +-8" S1480 9 0 3.1 3 SMH/ INV10.40NE-W +-8" S1481 90 4 .4 3 S M H/ INV11.35E- W +-8" S1482 9 0 6.1 4 SMH/ INV15.65NW-SE +-8" W S S 12' THRU12' THRU 4' SHLD4' SHLD 12' THRU11' THRU1:15 TAPER 12' THRU INP11' THRU INP 4' SHLD INP 4 ' S H L D I N P 1 2 ' T H R U I N P 1 1 ' T H R U I N P 1 1 ' A U X L A N E 4 ' S H L D 11' AUX LANE11' AUX LANE12' AUX LANE 1 2 ' T H R U I N P 1 2 ' T H R U I N P 7 3 0 7 3 5 7 4 0 7 4 5 7 5 0 7 5 5 760765770775780785 12'THRU LANESHLD 10'1:4 6'-8'VARVARVAR 6'1:4BRIDGE NO. 62058SHLD6'SHLD 4'.035.035.035.035.035 THRU LANE 12'THRU LANE 12'THRU LANE 12'THRU LANE1:41:4 { TH 10 EB8'8'4'4'AUX LANE 12'AUX LANE 11' - 12'11' - 12'SHLDSHLDVARVARVARVARVAR 12'1:41:4 { TH 10 EB4'.04.02.02.04 12'12'1:4 { TH 10 EB4'.04.02.02.04 11'10'11'AUX LANERT TURN/ACCEL LANE.04 1'12'1:4 { TH 10 EB4'.04.02.02.04 11'11'AUX LANE 1'4'SHLD.04WB-62AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.765755 T H 1 0 T H 1 0 TH 10TH 10WB-62AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.WB-62AASHTO 2011 (US)(c) 2015 Transoft Solutions, Inc. All rights reserved.CR HI-35W CSAH 10 T H 1 0 CS A H 96 Arden HillsRAMSEY COUNTYRAMSEY COUNTYRAMSEY COUNTY New Brighton 1 0 M A I N L I N E 6 0 5 5 D E S I G N S P E E D P O S T E D S P E E D 50 DESIGNSPEED R O U N D L A K E BR NO 62057 BR NO 62732BR NO 62058 B R N O 6 2 0 7 2 B R N O 6 2 0 7 1 CLOSED C L O S E D 2015 HCAADT = 1,7002015 AADT = 52,0002015 HCAADT = 7,400 2015 AADT = 102,000 2014 AADT = 23,100 2014 HCAADT = 7,500 2014 AADT = 111,0002036 AM/PM PEAK VOLUMES = 4,239/3,091 2016 AM/PM PEAK VOLUMES = 3,606/2,770 OLD HWY 81:1513' R 1 8 ' R 875' R3098' R1348' R 1 : 1 5 13' X 300' RT TURN LN13' X 671' ACC E L / R T T U R N L N 66'{ TH 10 RAMP{ TH 10 RAMP 1 : 3 3'8'3' 1 0 ' 8 ' 4 ' N W R A M P { C S A H 9 6 4 0 5 4 1 0 1 6 ' I N P I N P SHLD INPINP THRU LANEINP THRU LANESHLDINP1:2TH 10 RAMP4749ACE SUPPLY 4759 MIDWAY SUPPLY 2151 WASH BIOCLEAN MOBILE 4889SKYLINE2159BAUER WELDING 4 7 0 3 B I G T E N T A V E R N Mounds View 4797SCHERER BROTHERS T H R U L A N E T H R U L A N E S H L D . 0 2 . 0 2 . 0 2 . 0 4 { T H 3 5 W S B 1 1 . 5 ' 1 3 . 5 ' M n P A S S L A N E 1 1 . 5 ' T H R U L A N E . 0 2 1 1 . 5 ' T H R U L A N E S H L D 1 0 ' 1 0 ' . 0 2 5 . 0 2 5 . 0 4 1 : 4 1149' RMINNESOTA COMMERCIAL RR 1 0 ' S H L D 1 2 ' T H R U D424 C&GB424 C&GB424 C&G B424 C&GB424 C&G D 4 2 4 C & G 3 8 ' R 22' BIG TEN TAVERN STA 23+14 - 35+21STA 41+34 - 48+21 T H R U L A N E V A R G O R E . 0 2 EXISTING (DIRECTION OF TRAFFIC)STA 761+20 - 755+90 (DIRECTION OF TRAFFIC)STA 751+57 - 745+27 (DIRECTION OF TRAFFIC)SHLD 4'THRU LANE (INP)12'THRU LANE (INP)12'INTERIM SHLD (INP)18'(INP)SCHEHER BROTHERS TH 10 / I -35W { T H 1 0 R A M P S T A 5 4 9 + 1 4 - 5 5 3 + 6 3 32'SHLD INPINP THRU LANEINP THRU LANESHLDINPINP THRU LANEINP THRU LANE12' T H R U12' T H R U 1 2 ' T H R U 1 0 ' S H L D 4 ' S H L D4' S H L D12' THRU INP VAR SHLD -12' THRU4' SHLD 1 9 1 0 ' R 1 2 ' 1 2 ' 13.5' MNPASS 10' SHLD11.5' THRU 11.5' THRU 11.5' THRU 11.5' AUX 11.5' AUX 10' SHLD10' SHLD 13.5' MNPASS 11.5' THRU 11.5' THRU 11.5' THRU 12' AUX 12' AUX 10' SHLD10' SHLD 13.5' MNPASS 11.5' THRU 11.5' THRU 11.5' THRU 10' SHLD6' SHLD12' THRU12' THRU12' AUX4' SHLD 1520253035404514' R 1 1 8 ' R 12'THRU LANE 4'SHLDWB-62AASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved.WB-62AASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved.1 0 ' R / W I N P - PRO P O S E D N O I S E W A L L - PROPOSED NOISEWALL { NW 1 6 ' 1 4 ' L T T U R N L N 1 2 ' L T T U R N L N 1 4 ' T H R U / R T T U R N L N T H 1 0 1 0 M A I N L I N E 6 0 5 5 D E S I G N S P E E D P O S T E D S P E E D 1 6 ' 2 3 ' 1 : 1 5 S T A 4 0 7 + 4 3 S L I P R A M P 1 : 4 D 4 2 4 C & G 4 . 5 ' 6 ' 2 0 2 5 { S L I P R A M P 4 4 ' R 5 ' R 1 ' R 4 1 6 ' R 1 0 0 ' R 9 ' R WB-62AASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved.WB-62AASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved. 1 8 ' R PAASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved.PAASHTO 2001 (US)(c) 2016 Transoft Solutions, Inc. All rights reserved. 1 6 ' 13' 2 0 2 5 3 0 3 5 4 0 4 5 8 5 0 8 6 0 8 7 0 8 8 0 8 9 0 9 0 0 9 1 0 9 2 0 910.71 VPI +28.83 EL. 902.72 - 2 . 0 2 % + 1 . 1 1 % 4 2 6 . 0 0 ' V . C . K = 1 3 6 905.97 VPC +15.83 EL. 907.03 VPT +41.83 EL. 905.09 6 0 M P H H S D BEGIN PROFIL STA 41+33.63 END PROFILE STA 48+21.30 1 3 4 8 ' R H O R I Z O N T A L C U R V E ( R I G H T ) D I R E C T I O N O F T R A V E L VPI +00.00 EL. 886.03 + 0 . 7 0 % + 3. 1 6 % 4 0 0 . 0 0 ' V . C . K = 1 6 3 VPI +00.00 EL. 908.15 + 3. 1 6 % + 2 . 0 2 % 2 4 0 . 0 0 ' V . C . K = 2 1 1 S S D = 1 0 6 6 ' 910.62 VPC +00.00 EL. 884.63 VPT +00.00 EL. 892.35 VPC +80.00 EL. 904.36 VPT +20.00 EL. 910.57 1 9 . 5 5 ' M I N V C 1 2 ' L E F T O F { - C O N T R O L L E D B Y T H 3 5 W S B P R O F I L E - BEGIN PROFIL STA 23+16.22 END PROFILE STA 35+22.23 1 9 1 0 ' R H O R I Z O N T A L C U R V E ( R I G H T ) 8 7 5 ' R H O R I Z O N T A L C U R V E ( L E F T ) 3 0 9 8 ' R H O R I Z O N T A L C U R V E ( L E F T ) 6 5 M P H S S D 6 5 M P H H S D