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SCHEMATIC PREPARED BY: Direct Supervision of: Prepared by or under the DATE P.E. NUMBER NAME PERMITTING, BIDDING OR CONSTRUCTION. FOR INTERIM REVIEW ONLY. NOT FOR DATE SUBMITTED DATE APPROVED REGISTRATION NUMBER F-754 HDR ENGINEERING, INC. INPUT AND TECHNICAL REVIEW RESULTING FROM PUBLIC ON FURTHER DEVELOPMENTS SUBJECT TO CHANGE BASED PRELIMINARY T e x a s D e p a r t m e n t o f T r a n s p o r t a t i o n R LOCATION MAP 972.960.4400 Dallas, Texas 75248-1229 17111 Preston Road, Suite 200 Firm Registration No. F-754 HDR 0 SCALE 100 200 50 DESIGN SPEEDS CSJ # 0072-06-072 Project Length = 0.833 Miles Mario Jorge, P.E. District Engineer DISTRICT ENGINEER IH 10 FROM: 0.35 MILES NORTHWEST OF SCENIC LOOP ROAD TO: 0.37 MILES SOUTHEAST OF SCENIC LOOP ROAD KENDALL COUNTY San Antonio District FUNCTIONAL CLASSIFICATION INTERSTATE I-10 30 MPH 40 MPH (ROLLING) 70 MPH (ROLLING) CROSS STREETS FRONTAGE ROADS MAINLANES B a l c on e s C r ee k C REEK C r ee k Br o wns Cr e e k CREEK C I B O L O B O E R N E - S T AG E FIELD Blank VICTORIA DIETZ- OLD ELKHORN BLUE BERRY OLD FREDRI CKSBURG I N D U S T R I A L RANCH S C H EELE OLD SAN ANTONI O LOOP COUGHRAN NORRI S SCHOOL A MMA N N OAKVI EW CROSS POI NT YOL ANDA CREEKSIDE DAWN OAK CEDAR DAWNRIDGE SHADYWOOD L OHMA NN NOR T H RI C HTE R LI VE OAK SAN ANTONI O RYAN C I B OL O SAUNDERS TURNER J AME S T HE I SS E N PECAN MESQUI TE EBNER PLANT ELM BECKER I RONS L OTT HERFF GRAHAM O' GRADY EVERGREEN HOSACK HICKMAN SCHWEPPE KRONKOSKY HIGHLAND OAK PARK BESS WATER WANDA B AND E R A ROOSEVELT 1 ST 2ND 3RD KENWOOD ROEDER PHI L WI LSON DAILEY HERFF UPPER BALCONES FAWN CHAPARRAL ESSER SHARON SHARON R OSEB UD AZALEA I VY MO S SR O S E FREY R I V E R B L ANC O ROSEWOOD VALLEY S C HLE I C HE R LANDA N STONEGATE S STONEGATE CASCADE BUCKSKI N CAVERS CASCADE CAVERS BAMBI SP E N C E L J OHNS GREEN ME A DO WS BRACKENRI DGE N E W T O N STAHL SHORT C A S C AD EC AV E R N S 1 . 2 0. 4 0. 6 1 . 5 1 . 7 0.5 City Park Fairgrounds Herff Park Park Cem Pk Park River Road Trail Wilderness Cibolo POP 4,274 46 87 46 10 SCENI C LOOP SCHOOL NORTHSTAR BLUEBONNET SOUTH WAGONWHEEL WAGONWHEEL NORTH DAI SY SPRING HILL VALLERIE SCI ENI C LOOP ROAD CORLEY U PP E R B A L C ONE S R OAD 46 10 BOERNE 87 Cavern Cascade KENDALL COUNTY ROLL 1 OF 1 ALIGNMENT PROPOSED MAINLANE DIRECTION OF TRAFFIC EXISTING R.O.W. RETAINING WALL SINGLE SLOPE BARRIER & CROSS STREET PROPOSED FRONTAGE ROAD 91815 PHILLIP HANLEY JUNE 2015 JUNE 30, 2015 LEGEND PROPERTY LINE EXISTING DRAINAGE EASEMENT PROPOSED SIDEWALKS PROPOSED BRIDGE PUBLIC MEETING EXHIBIT 895+00 9 00 + 0 0 905 + 00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 10+00 15+00 20+00 810+00 815+00 60 5 + 00 6 10 + 0 0 615+00 620+00 625+00 630+00 635 + 00 640 + 0 0 645+00 650+00 505 + 00 510 + 00 515+00 520+00 525+00 530+00 535 + 00 540+00 545+00 550+00 785+00 790+00 795+00 O L D S AN AN T ON I O R D CASCADE CAVERN B LUE B O N N ET DR N WAGON WHEEL DR S WAGON WHEEL DR SCENIC LOOP RD LOOP RD SCENIC O L D S AN AN T ON I O R D CASCADE CAVERN B LUE B O N N ET DR N WAGON WHEEL DR S WAGON WHEEL DR SCENIC LOOP RD LOOP RD SCENIC NISSAN OF BOERNE CORNER STORE SUBWAY FORD ANDERSON JENNINGS CENTER AUTOMOTIVE LESTER'S PARTS NAPA AUTO OF MEXICO ARTS & CRAFTS CENTER YAMAHA FUN POWERSPORTS - COYOTE NURSERY VIOLETS & AFRICAN COUNTRY HILL TOYOTA OF BOERNE BOERNE MERCEDES-BENZ OF LINE-X DESIGN AUTO TRIM SHACK THE BICYCLE VASE AN EMPTY APOTHECARY ANNIE'S PRINTING COOL RIVER CHURCH TEN 10 INSURANCE ALLSTATE AUTO SALES BROTHERS SUPERCENTER EXPLOREUSA RV ELECTRIC TURNEY LIGHTING & COMPANY BUIE LUMBER DENTAL C HILL COU PAINT BODY & VINCE'S AUTO FIVE STAR AUTOMOTIVE BOERNE MORTGAGE SONORA BAR SPORTS TEXAS DRINKS CAR SALES ENTERPRISE INTERIORS RANCH CATRINA"S GRAPHICS LEBCO NISSAN OF BOERNE CORNER STORE SUBWAY FORD ANDERSON JENNINGS CENTER AUTOMOTIVE LESTER'S PARTS NAPA AUTO OF MEXICO ARTS & CRAFTS CENTER YAMAHA FUN POWERSPORTS - COYOTE NURSERY VIOLETS & AFRICAN COUNTRY HILL TOYOTA OF BOERNE BOERNE MERCEDES-BENZ OF LINE-X DESIGN AUTO TRIM SHACK THE BICYCLE VASE AN EMPTY APOTHECARY ANNIE'S PRINTING COOL RIVER CHURCH TEN 10 INSURANCE ALLSTATE AUTO SALES BROTHERS SUPERCENTER EXPLOREUSA RV ELECTRIC TURNEY LIGHTING & COMPANY BUIE LUMBER DENTAL C HILL COU PAINT BODY & VINCE'S AUTO FIVE STAR AUTOMOTIVE BOERNE MORTGAGE SONORA BAR SPORTS TEXAS DRINKS CAR SALES ENTERPRISE INTERIORS RANCH CATRINA"S GRAPHICS LEBCO [ IH10EB [ IH10WB [ IH10 [ EBFR [ WBFR [ SCENIC LOOP RD EXIST ROW EXIST ROW E X I S T R O W EXIST ROW E X I S T R O W E X I S T R O W EXIST ROW EXIST ROW [ EBFR [ WBFR SSCB [ IH10 [ IH10EB [ IH10WB [ IH10 STA 946+59.81 END PROJECT MATCH EXIST PVMT [ SCENIC LOOP RD STA 20+20.00 END CONSTRUCTION ATTENUATOR (FLUME) CL A CONC C U L V E R T E X TE N S I ON P R O P O S E D 5 ' x3 ' B OX 5'6" SIDEWALK SIDEWALK 5'6" 5' 6" SIDEWALK [ IH10 STA 902+48.41 BEGIN PROJECT C U L V E R T E X TE N S I ON P R O P O S E D 2 - 30 " RC P RET WALL 2 MBGF (TYP) 6' 6" SIDEWALK MATCH EXIST PVMT [ SCENIC LOOP RD STA 11+45.00 BEGIN WIDENING BEGIN CONSTRUCTION 6' 6" SIDEWALK RET WALL 1 5'6" SIDEWALK DRIVEWAY RECONSTRUCT DRIVEWAY RECONSTRUCT [ IH10EB [ IH10WB [ IH10 [ EBFR [ WBFR [ SCENIC LOOP RD EXIST ROW EXIST ROW E X I S T R O W EXIST ROW E X I S T R O W E X I S T R O W EXIST ROW EXIST ROW [ EBFR [ WBFR SSCB [ IH10 [ IH10EB [ IH10WB [ IH10 STA 946+59.81 END PROJECT MATCH EXIST PVMT [ SCENIC LOOP RD STA 20+20.00 END CONSTRUCTION ATTENUATOR (FLUME) CL A CONC C U L V E R T E X TE N S I ON P R O P O S E D 5 ' x3 ' B OX 5'6" SIDEWALK SIDEWALK 5'6" 5' 6" SIDEWALK [ IH10 STA 902+48.41 BEGIN PROJECT C U L V E R T E X TE N S I ON P R O P O S E D 2 - 30 " RC P RET WALL 2 MBGF (TYP) 6' 6" SIDEWALK MATCH EXIST PVMT [ SCENIC LOOP RD STA 11+45.00 BEGIN WIDENING BEGIN CONSTRUCTION 6' 6" SIDEWALK RET WALL 1 5'6" SIDEWALK DRIVEWAY RECONSTRUCT DRIVEWAY RECONSTRUCT EXISTING TYPICAL SECTION SCENIC LOOP 1' 1' LANE 12'-16' LANE 12'-16' STA. 11+45.00 TO STA. 20+20.00 [ XSCENL LANE 12' SHLD 10' LANE 12' LANE 12' SHLD 10' 4' SHLD SHLD 4' MEDIAN 20' MEDIAN 20' 4' 4' U S UA L 11 : 1 U S UA L 11 : 1 ‰ " / F T •"/FT •"/FT LANE 12' 5' 7:1 USUAL 7:1 USUAL 5' •"/FT 3 : 1 M AX EXISTING TYPICAL SECTION U S U A L 6 : 1 M AX 3 : 1 EXISTING R.O.W. 3 : 1 M AX LANE 11' 1' 4' ‰ " / F T LANE 11' 1' 4' ‰ " / F T U S UA L 6 : 1 M AX 3 : 1 EXISTING R.O.W. LANE 11' 1' 4' ‰ " / F T LANE 11' 1' 4' ‰ " / F T IH 10 MAINLANES 150' MINIMUM 150' MINIMUM MIN. 9' MIN. 9' VARIES VARIES ‰ " / F T ‰ " / F T ‰ " / F T STA. 921+92.00 TO STA. 941+59.81 STA. 902+48.41 TO STA. 920+70.00 [ IH10 EX [ IH10WB EX [ IH10EB [ WBFR [ EBFR EXISTING TYPICAL SECTION IH 10 BRIDGE STA. 920+70.00 TO STA. 921+92.00 LANE 12' LANE 12' SHLD 9' 5' SHLD 5' LANE 12' LANE 12' SHLD 9' SHLD 40' 18' 18' 40' [ IH10 EX [ IH10WB EX [ IH10EB PROPOSED TYPICAL SECTION IH 10 BRIDGE STA. 920+20.00 TO STA. 922+40.00 LANE 12' LANE 12' SHLD 10' 4' SHLD 4' LANE 12' LANE 12' SHLD 10' 2 . 5 0 % 2 . 5 0 % SHLD HORIZ. & VERT. CONTROL SSTR SSCB [ IH10 [ IH10EB [ IH10WB 39' 39' SSTR LANE 12' LANE 12' SHLD 10' 4' SHLD PROPOSED TYPICAL SECTION IH 10 MAINLANES LANE 12' LANE 12' SHLD 10' 4' SHLD 2 . 50 % HORIZ. & VERT. CONTROL 1'-20' 1'-20' 2 . 5 0 % CLEARZONE 30' CLEARZONE 30' SSCB EXISTING R.O.W. EXISTING R.O.W. [ IH10EB [ IH10WB 4 : 1 M AX 6 : 1 U S UA L 4 : 1 M A X 6 : 1 U S UA L 150' MINIMUM 150' MINIMUM [ IH10 STA. 931+00.00 TO STA. 934+70.00 STA. 905+00.00 TO STA. 908+80.00 GRASS V-DITCH FROM: PROPOSED TYPICAL SECTION SCENIC LOOP 1' LANE 15' LANE 11' 1' LANE 15' LANE 11' HORIZ. & VERT. CONTROL TYPE I CURB (TYP.) CONC. SIDEWALK TURN 14' 1 . 50 % U S UA L 1 . 50 % U S UA L STA. 15+33.98 TO STA. 18+51.98 CONC. RIPRAP CONC. SIDEWALK TYPE I CURB (TYP.) [ XSCENL CONC. RIPRAP RET. WALL 4' VARIES 34' VARIES 30' RET. WALL 4' VARIES 20' VARIES 44' 3 : 1 M AX 2 0 : 1 U S UA L 2 0 : 1 U S UA L 3 : 1 M AX SW 6' SW 6' PROPOSED TYPICAL SECTION SCENIC LOOP 1' 1' [ XSCENL HORIZ. & VERT. CONTROL 0-4' SW 5' SW 5' S E I R A V VA R I E S LANE 0-15' LANE 11'-14' RTL 0'-15' LANE 11'-20' STA. 18+51.98 TO STA. 20+20.00 STA. 14+45.00 TO STA. 15+33.98 *VERIFY PLAN VIEW FOR SIDEWALK LOCATIONS * * HORIZ. & VERT. CONTROL 6 : 1 M A X 3 : 1 [ WBFR V A R I E S S E I R A V LANE 11'-15' LANE 11' MED 0-11' SHLD 1-4' SHLD 1-5' HORIZ. & VERT. CONTROL 6 : 1 M AX 3 : 1 VA R I E S S E I R A V LANE 11' [ EBFR 1-3' 1-3' 1' MED 0'-11' LANE 11'-15' 19'MIN 15'MIN STA 795+73 TO STA 797+50 STA 787+06 TO STA 788+35 WESTBOUND FRONTAGE ROAD STA 816+35 TO STA 817+79 STA 810+60 TO STA 811+90 EASTBOUND FRONTAGE ROAD WIDEN 0'-10' STA. 922+40.00 TO STA. 934+70.00 STA. 905+00.00 TO STA. 920+20.00 HORIZ. & VERT. CONTROL TYPE I CURB (TYP.) 6 : 1 LANE 15' RTL 11' M AX 3 : 1 1' [ IH10 [ WBFR MED 0-7' LANE 0-11' 1' CONC. SIDEWALK SW 5' STA 788+35 TO STA 790+76.21 2 . 00 % U S UA L EXISTING R.O.W. 14'MIN PROPOSED TYPICAL SECTION WESTBOUND FRONTAGE RD TYPE I CURB (TYP.) 6 : 1 LANE 11' M AX 3 : 1 1' [ IH10 [ EBFR 1' 0-1' LANE 15' SW 5' CONC. SIDEWALK HORIZ. & VERT. CONTROL RTL 10'-12' LTL 11' 2 . 0 0 % U S UA L PROPOSED TYPICAL SECTION EASTBOUND FRONTAGE RD STA 811+90 TO STA 814+20.35 HORIZ. & VERT. CONTROL TYPE I CURB (TYP.) 6 : 1 LANE 15' M AX 3 : 1 1' [ IH10 [ WBFR 1' STA 790+76.21 TO STA 795+73.33 LTL 0-11' MED 0-11' RTL 12' TY F3 CURB SW 4-5' LANE 11' 2 . 00 % U S UA L EXISTING R.O.W. MIN 9' PROPOSED TYPICAL SECTION WESTBOUND FRONTAGE RD TYPE I CURB (TYP.) 6 : 1 LANE 11' M AX 3 : 1 1' [ IH10 [ EBFR 1' LANE 15' SW 5' CONC. SIDEWALK HORIZ. & VERT. CONTROL STA 814+20.35 TO STA 816+35 2 . 0 0 % U S UA L EXISTING R.O.W. 19'MIN PROPOSED TYPICAL SECTION EASTBOUND FRONTAGE RD STA CSJ END PROJECT 0072-06-072 946+59.81 902+48.41 0072-06-072 STA CSJ BEGIN PROJECT
