File preview
120.00' EXIST ROW
5.5' 16.0' 11.0' 10.5' 14.0' 10.5' 11.0' 5.5' 16.0'
ANGLED PKG
WB TH
WB TH
EB TH
EB TH
ANGLED PKG
~6.5' SIDEWALK
~6.5' SIDEWALK
DEAN KEETON STREET EXISTING TYPICAL SECTION
T E T R S S R E E I A O M D C L A T O L V R A I T A R M S N J C N O B U E A D T F O APPROXIMATE ONLY
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. 30 MPH POSTED SPEED ON DEAN KEETON STREET. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
2. 3. 4.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
120.00' EXIST ROW
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY:
5.5' 6.0' 11.0' 11.0' 26.0' 10.5' 11.0' 16.0'
LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
WB TH
WB TH
HCT GUIDEWAY
EB TH
EB TH
ANGLED PKG
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.
~6.5' SIDEWALK
~6.5' SIDEWALK
Supervised By: THOMAS J. GERRITY P.E. Serial No. 107330
DEAN KEETON STREET ASSUMED BUILD TYPICAL SECTION
T E T R S S R E E I A O M D C L A T O L V R A I T A R M S N J C N O B U E A D T F O APPROXIMATE ONLY
Date:
7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
DEAN KEETON
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
60.0' EXIST ROW
11.0'
12.0'
11.0'
SB TH
TWLTL
NB TH
~6' SIDEWALK
~5' SIDEWALK (WHERE PRESENT)
NOTES:
MEDICAL ARTS STREET EXISTING TYPICAL SECTION
T E T I E E O R D R V R S R E T E T T E T N S R E E N K E O R M D A F O APPROXIMATE ONLY
1.
LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. 30 MPH POSTED SPEED ON MEDICAL ARTS STREET. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
2. 3. 4.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
60.0' EXIST ROW
AUSTIN URBAN RAIL PARTNERS, JV
11.0'
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
11.0'
26.0'
SB TH
HCT GUIDEWAY
NB TH
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
6' SIDEWALK
6' SIDEWALK
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
MEDICAL ARTS STREET ASSUMED BUILD TYPICAL SECTION
T E T I E E O R D R V R S R E T E T T E T N S R E E N K E O R M D A F O APPROXIMATE ONLY
P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
MEDICAL ARTS
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
EXIST ROW VARIES (61-80') 5.0' 12.0' 10.0' 10.0' 10.0'
70.0' MIN. ROW REQUIRED 5.0' 11.0' 13.0' 13.0' 11.0'
5.0'
SB TH
SB TH
NB TH
NB TH
SB TH
SB TH* HCT
NB TH* HCT
NB TH
~ 6' SIDEWALK
~ 6' SIDEWALK
NOTES:
6' SIDEWALK 6' SIDEWALK
SHARROW MARKINGS FROM 38TH ·TO 41ST ST.
1. NO BIKE LANE FROM 38TH ·TO 41ST ST.
LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. ADJACENT BUILDINGS INCLUDE RESIDENTIAL AND MULTI-FAMILY. HCT LANES FOR EXCLUSIVE USE. 35 MPH POSTED SPEED ON RED RIVER. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
RED RIVER STREET EXISTING TYPICAL SECTION
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - MIXED FLOW OPTION
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
2.
3. 4. 5.
*LEFT TURNS PROHIBITED
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
ROW ACQUISITION MAY BE REQUIRED; PENDING FURTHER DEVELOPMENT OF GUIDEWAY AND ROADWAY ALIGNMENT.
NO. DATE REVISION APPR BY
90.0' MIN. ROW REQUIRED 5.0' 11.0' 26.0' 11.0' 11.0'
5.0' 11.0'
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
SB TH
SB TH
HCT GUIDEWAY
NB TH
NB TH
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
5' SIDEWALK
5' SIDEWALK
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - EXCL. GUIDEWAY OPTION CENTER RUNNING WITH FOUR VEHICLE LANES
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY E O A I N ) O E T A W T C U S T O O R W A Q I I I N ( I H P T N I L R L C T O S FROM RESIDENTIAL PROPERTIES FROM 32ND ST TO 38TH · ST REQUIRED
P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS RED RIVER 1 OF 2
File Name:$FILES$ User Name:$USER$
ROW ACQUISITION FROM HANCOCK GOLF COURSE REQUIRED FROM 38TH · ST TO 41ST ST
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
81.0' MIN. ROW REQUIRED 5.0' 39.0' 11.0'
5.0' 11.0'
SB TH
HCT GUIDEWAY AND REVERSIBLE LANE
NB TH
5' SIDEWALK
5' SIDEWALK
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. ADJACENT BUILDINGS INCLUDE RESIDENTIAL AND MULTI-FAMILY. HCT LANES FOR EXCLUSIVE USE. LEFT TURNS ACROSS GUIDEWAY RESTRICTED TO SIGNALIZED INTERSECTIONS. MINIMUM ROW DOES NOT INCLUDE OVERHEAD SIGNAGE TO FACILITATE REVERSIBLE OPERATIONS. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - EXCLUSIVE GUIDEWAY OPTION CENTER RUNNING WITH REVERSIBLE LANES
3. 4.
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY E O A I N ) O E T A W T C U S T O O R W A Q I I I N ( I H P T N I L R L C T O S FROM RESIDENTIAL PROPERTIES REQUIRED FROM 32ND ST TO 38TH · ST
2.
5.
ROW ACQUISITION FROM HANCOCK GOLF COURSE REQUIRED FROM 38TH · ST TO 41ST ST
6.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
SB TH
SB TH
HCT SB
HCT NB
NB TH
SB TH
HCT SB
HCT NB
NB TH
NB TH
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
PEAK DIRECTION 1 OPERATIONS
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
PEAK DIRECTION 2 OPERATIONS
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
RED RIVER 2 OF 2
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
50.0' EXIST CMTA ROW 80.0'*
115.0' EXIST ROW
5.0'
EXIST. C CMTA RED LINE L
30.0'
14.0'
10.0'
11.0'
10.0'
10.0'
25.0'
SB TH (SHARED)
SB TH
TWLTL
NB TH
NB TH
DRAINAGE DITCH
SHLDR
(VARIES)
~5' SIDEWALK (WHERE PRESENT)
*DISTANCE BASED ON IMAGERY FROM FENCE ON CLARKSON TO AIRPORT BLVD WEST EOP
AIRPORT BOULEVARD EXISTING TYPICAL SECTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. FINAL DESIGN TO BE COORDINATED WITH AIRPORT BOULEVARD CORRIDOR DEVELOPMENT PROGRAM (COA, FEB. 2014) POSTED SPEED 40 MPH ON AIRPORT BLVD. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
50.0' EXIST CMTA ROW
5.0'
115.0' EXIST ROW
2. 3.
5.0'
EXIST. C CMTA RED LINE L
10.0'
11.0'
11.0'
26.0'
11.0'
11.0'
25.0'
4.
FUTURE SB C L FUTURE NB C L SB TH SB TH HCT GUIDEWAY NB TH NB TH
5.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
15.0'
NO. DATE REVISION APPR BY
DRAINAGE DITCH
6' SIDEWALK
AIRPORT BOULEVARD ASSUMED BUILD TYPICAL SECTION - CENTER RUNNING OPTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
50.0' EXIST CMTA ROW
115.0' EXIST ROW
NOT TO SCALE
5.0' 10.0' 25.0'
DATE: $DATE$ PLOTTING TIME: $TIME$
EXIST. C CMTA RED LINE L
5.0' 26.0' 11.0' 10.0' 11.0' 10.0'
FUTURE SB C L
FUTURE NB C L
SB TH
SB TH
TWLTL
NB TH
NB TH
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
SB C L
15.0' 25.0' MIN.
NB C L
13.0'
P.E. Serial No. 107330 Date: 7/16/2014
SEPARATION
LONGITUDINAL DRAINAGE IMPROVEMENT
~5' SIDEWALK
AIRPORT BOULEVARD
File Name:$FILES$ User Name:$USER$
ASSUMED BUILD TYPICAL SECTION - SIDE RUNNING OPTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
CK: CK:
TYPICAL SECTIONS AIRPORT BOULEVARD 1 OF 2
DSN: DRN:
DATE
JOB NO.
SHEET NO.
5.5' 16.0' 11.0' 10.5' 14.0' 10.5' 11.0' 5.5' 16.0'
ANGLED PKG
WB TH
WB TH
EB TH
EB TH
ANGLED PKG
~6.5' SIDEWALK
~6.5' SIDEWALK
DEAN KEETON STREET EXISTING TYPICAL SECTION
T E T R S S R E E I A O M D C L A T O L V R A I T A R M S N J C N O B U E A D T F O APPROXIMATE ONLY
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. 30 MPH POSTED SPEED ON DEAN KEETON STREET. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
2. 3. 4.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
120.00' EXIST ROW
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY:
5.5' 6.0' 11.0' 11.0' 26.0' 10.5' 11.0' 16.0'
LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
WB TH
WB TH
HCT GUIDEWAY
EB TH
EB TH
ANGLED PKG
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES.
~6.5' SIDEWALK
~6.5' SIDEWALK
Supervised By: THOMAS J. GERRITY P.E. Serial No. 107330
DEAN KEETON STREET ASSUMED BUILD TYPICAL SECTION
T E T R S S R E E I A O M D C L A T O L V R A I T A R M S N J C N O B U E A D T F O APPROXIMATE ONLY
Date:
7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
DEAN KEETON
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
60.0' EXIST ROW
11.0'
12.0'
11.0'
SB TH
TWLTL
NB TH
~6' SIDEWALK
~5' SIDEWALK (WHERE PRESENT)
NOTES:
MEDICAL ARTS STREET EXISTING TYPICAL SECTION
T E T I E E O R D R V R S R E T E T T E T N S R E E N K E O R M D A F O APPROXIMATE ONLY
1.
LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. 30 MPH POSTED SPEED ON MEDICAL ARTS STREET. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
2. 3. 4.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
60.0' EXIST ROW
AUSTIN URBAN RAIL PARTNERS, JV
11.0'
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
11.0'
26.0'
SB TH
HCT GUIDEWAY
NB TH
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
6' SIDEWALK
6' SIDEWALK
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
MEDICAL ARTS STREET ASSUMED BUILD TYPICAL SECTION
T E T I E E O R D R V R S R E T E T T E T N S R E E N K E O R M D A F O APPROXIMATE ONLY
P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
MEDICAL ARTS
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
EXIST ROW VARIES (61-80') 5.0' 12.0' 10.0' 10.0' 10.0'
70.0' MIN. ROW REQUIRED 5.0' 11.0' 13.0' 13.0' 11.0'
5.0'
SB TH
SB TH
NB TH
NB TH
SB TH
SB TH* HCT
NB TH* HCT
NB TH
~ 6' SIDEWALK
~ 6' SIDEWALK
NOTES:
6' SIDEWALK 6' SIDEWALK
SHARROW MARKINGS FROM 38TH ·TO 41ST ST.
1. NO BIKE LANE FROM 38TH ·TO 41ST ST.
LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. ADJACENT BUILDINGS INCLUDE RESIDENTIAL AND MULTI-FAMILY. HCT LANES FOR EXCLUSIVE USE. 35 MPH POSTED SPEED ON RED RIVER. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
RED RIVER STREET EXISTING TYPICAL SECTION
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - MIXED FLOW OPTION
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
2.
3. 4. 5.
*LEFT TURNS PROHIBITED
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
ROW ACQUISITION MAY BE REQUIRED; PENDING FURTHER DEVELOPMENT OF GUIDEWAY AND ROADWAY ALIGNMENT.
NO. DATE REVISION APPR BY
90.0' MIN. ROW REQUIRED 5.0' 11.0' 26.0' 11.0' 11.0'
5.0' 11.0'
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
SB TH
SB TH
HCT GUIDEWAY
NB TH
NB TH
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
5' SIDEWALK
5' SIDEWALK
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - EXCL. GUIDEWAY OPTION CENTER RUNNING WITH FOUR VEHICLE LANES
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY E O A I N ) O E T A W T C U S T O O R W A Q I I I N ( I H P T N I L R L C T O S FROM RESIDENTIAL PROPERTIES FROM 32ND ST TO 38TH · ST REQUIRED
P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS RED RIVER 1 OF 2
File Name:$FILES$ User Name:$USER$
ROW ACQUISITION FROM HANCOCK GOLF COURSE REQUIRED FROM 38TH · ST TO 41ST ST
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
81.0' MIN. ROW REQUIRED 5.0' 39.0' 11.0'
5.0' 11.0'
SB TH
HCT GUIDEWAY AND REVERSIBLE LANE
NB TH
5' SIDEWALK
5' SIDEWALK
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. ADJACENT BUILDINGS INCLUDE RESIDENTIAL AND MULTI-FAMILY. HCT LANES FOR EXCLUSIVE USE. LEFT TURNS ACROSS GUIDEWAY RESTRICTED TO SIGNALIZED INTERSECTIONS. MINIMUM ROW DOES NOT INCLUDE OVERHEAD SIGNAGE TO FACILITATE REVERSIBLE OPERATIONS. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
RED RIVER STREET ASSUMED BUILD TYPICAL SECTION - EXCLUSIVE GUIDEWAY OPTION CENTER RUNNING WITH REVERSIBLE LANES
3. 4.
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY E O A I N ) O E T A W T C U S T O O R W A Q I I I N ( I H P T N I L R L C T O S FROM RESIDENTIAL PROPERTIES REQUIRED FROM 32ND ST TO 38TH · ST
2.
5.
ROW ACQUISITION FROM HANCOCK GOLF COURSE REQUIRED FROM 38TH · ST TO 41ST ST
6.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
NO.
DATE
REVISION
APPR BY
SB TH
SB TH
HCT SB
HCT NB
NB TH
SB TH
HCT SB
HCT NB
NB TH
NB TH
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
NOT TO SCALE
DATE: $DATE$ PLOTTING TIME: $TIME$
THIS DOCUMENT IS RELEASED FOR THE
PEAK DIRECTION 1 OPERATIONS
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
PEAK DIRECTION 2 OPERATIONS
FROM 32ND STREET TO 41ST STREET APPROXIMATE ONLY
PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY P.E. Serial No. 107330 Date: 7/16/2014
TYPICAL SECTIONS
File Name:$FILES$ User Name:$USER$
RED RIVER 2 OF 2
DSN: DRN:
CK: CK:
DATE
JOB NO.
SHEET NO.
50.0' EXIST CMTA ROW 80.0'*
115.0' EXIST ROW
5.0'
EXIST. C CMTA RED LINE L
30.0'
14.0'
10.0'
11.0'
10.0'
10.0'
25.0'
SB TH (SHARED)
SB TH
TWLTL
NB TH
NB TH
DRAINAGE DITCH
SHLDR
(VARIES)
~5' SIDEWALK (WHERE PRESENT)
*DISTANCE BASED ON IMAGERY FROM FENCE ON CLARKSON TO AIRPORT BLVD WEST EOP
AIRPORT BOULEVARD EXISTING TYPICAL SECTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
NOTES: 1. LANE DIMENSIONS ARE ESTIMATES ONLY. MAY CHANGE BASED ON TOPO. HCT LANES FOR EXCLUSIVE USE. FINAL DESIGN TO BE COORDINATED WITH AIRPORT BOULEVARD CORRIDOR DEVELOPMENT PROGRAM (COA, FEB. 2014) POSTED SPEED 40 MPH ON AIRPORT BLVD. CONCEPTUAL HCT GUIDEWAY SUBJECT TO CHANGE AS PROJECT DEFINITION ADVANCES.
50.0' EXIST CMTA ROW
5.0'
115.0' EXIST ROW
2. 3.
5.0'
EXIST. C CMTA RED LINE L
10.0'
11.0'
11.0'
26.0'
11.0'
11.0'
25.0'
4.
FUTURE SB C L FUTURE NB C L SB TH SB TH HCT GUIDEWAY NB TH NB TH
5.
PLOTDRIVER: $PLTDRVS$ PENTABLE: $PENTBLS$
15.0'
NO. DATE REVISION APPR BY
DRAINAGE DITCH
6' SIDEWALK
AIRPORT BOULEVARD ASSUMED BUILD TYPICAL SECTION - CENTER RUNNING OPTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
AUSTIN URBAN RAIL PARTNERS, JV
TYPICAL SECTION PREPARED BY: LOCKWOOD, ANDREWS & NEWNAM, INC TBPE FIRM NO. 2614
50.0' EXIST CMTA ROW
115.0' EXIST ROW
NOT TO SCALE
5.0' 10.0' 25.0'
DATE: $DATE$ PLOTTING TIME: $TIME$
EXIST. C CMTA RED LINE L
5.0' 26.0' 11.0' 10.0' 11.0' 10.0'
FUTURE SB C L
FUTURE NB C L
SB TH
SB TH
TWLTL
NB TH
NB TH
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW AND IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMITTING PURPOSES. Supervised By: THOMAS J. GERRITY
SB C L
15.0' 25.0' MIN.
NB C L
13.0'
P.E. Serial No. 107330 Date: 7/16/2014
SEPARATION
LONGITUDINAL DRAINAGE IMPROVEMENT
~5' SIDEWALK
AIRPORT BOULEVARD
File Name:$FILES$ User Name:$USER$
ASSUMED BUILD TYPICAL SECTION - SIDE RUNNING OPTION
FROM 45TH STREET TO 53RD · STREET APPROXIMATE ONLY
CK: CK:
TYPICAL SECTIONS AIRPORT BOULEVARD 1 OF 2
DSN: DRN:
DATE
JOB NO.
SHEET NO.