PRELIMINARY
FOR PROPOSED LOOP 375 (AMERICAS AVENUE)
CA N O PELLI
E HO P BO B
V D RI
VE D RI
E
GEOMETRIC LAYOUT
00 5+ 40
MANAGED LANES
ROLL5 OF 6
DATE: $$$$DATE$$$
NE LI
H TC MA
03
NO.
049
70 MPH ON LOOP 375 50 MPH ON FRONTAGE ROAD
LIMIT
GEORGE DIETER Z A R A F G M 6 O 5 Z 6 9 A 5 9
CITY
EL PASO
TR EV IN O
PELLICALN O DR L
E
WEST
6 7
6 5 9
M F
TEXAS
5 7 3
TH OR (N
AIRPORT
DR E K A L D T S LV A B E
F M
P
P
L
5 37
P
P
P
P
P
HORIZON J J
RIO VISTA
TA VIS
CITY T MI LI
P
HORIZON BLVD 10
RD
MOON
81 12 L
E
S
P
P
A
F R
1.7
K
L N I
N
RD FO BU
J
N
D BUFOR
20
J
A
U
X
C
E T
IT
Y
O IC
A ST
E
SOCORRO
6 7
M
D
Y T I Y C T I C
E IT
O R R O O C S O A S P
L E
DE
UA
1 128 FM D) BLV ON RIZ (HO M
AN
AH
RIO
L
4 . 3
TY CI
D N R MOO
OP LO
P
GR
P
P
D L O
P
A D E M A L A
P
O RI
U IH CH
VE D RI
S NK TA
H RT NO
P
E L S P O A C S O O R R O
P
O EC HU
O RR CO SO
C I T C Y I T Y
6 7
S XA TE
P
258
T MI LI T MI LI
0 1 H I
ZA RA GO ZA
20
O RR CO SO
VE D RI BO B HO PE
OJ A S
) . D R
420+00 415+00
R P O O L
A Z O G A R A Z
EZ AR JU AD CO XI UD ME CI
410+ 00
6 5 9
P
375
PROJECT LOCATION
B O B P O R H D
RI VE RS I DE
10
X O, T AS LP E
LE E
L O O P
A ED AM AL
0 425+0
LOM ALA ND
N O R 20 T H
0 1 H I
0 430+0
R IO
YARBROUGH
50 MPH ON RAMPS
E V A
MAT CH LIN E 4 05+ 00
[ LOOP 375
STA. 104+33.07 TO STA. 475+00 = 37,067 FEET FROM ZARAGOZA ROAD TO PELLICANO DRIVE
DESIGN SPEED
0 435+0
405 +00
390+00
0 435+0 LINE H C T MA
LIMITS:
DE
MATCH LINE 370+00
2552
JOB
7.02 MILES
+00 400
385+00
NO.
PROJECT LENGTH
GR A N
380+00
NO.
EL PASO
ELP
A D E M A L A
375+00
SEC.
REVISION
395+00
370+00
CONTROL COUNTY
DISTRICT
DATE:
00 5+ 40
[ LOOP 375
STATE
CA N O PELLI
S
VICINITY MAP N.T.S.
COLOR LEGEND EL PASO, TEXAS
FREEWAY MAINLANES AND RAMPS FRONTAGE ROAD BRIDGE (WIDENING OR NEW) CONCRETE MEDIAN BARRIER TOLL GANTRY
100
50
0
100
EXISTING LANE DIRECTION ARROW PROPOSED LANE DIRECTION ARROW
SCALE: 1" = 100’
370’ EXISTING ROW
PROPOSED CONSTRUCTION (BY OTHERS) [ LOOP 375
370’ EXISTING ROW 370’ EXISTING ROW
MAIN LANES 38.05’
EXISTING 37.39’
EXISTING
22.31’
22.31’
EXISTING ROADWAY
37.39’ EXISTING ROADWAY
40’ EXISTING
MIN LANE
LANE
14’
9.84’11.81’11.81’
LANE
SHLD
LANE
LANE
3.93’
3.93’
SHLD
SHLD
11.81’11.81’ 9.84’ LANE
LANE
SHLD
14’ LANE
12’ LANE
14’ LANE
148’ EXISTING
RT FTG RD
148’ EXISTING NOMINAL FACE OF RAIL 24.10’ [ EXISTING LT
[ EXISTING RT
MEDIAN
MAIN LANES
MAIN LANES 4.48’
17’
40’ EXISTING
9.84’11.81’11.81’
MIN 14’
12’
14’
LANE
LANE
LANE
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
12’
LANE
SHLD
1’
40’ EXISTING
NOMINAL FACE OF RAIL
MAIN LANES
12’
14’
LANE
LANE
LANE
[ EXISTING RT MAIN LANES
24.10’ MEDIAN
TEXAS COUNTY MAP N.T.S.
NOTES: 1.
GRID COORDINATES WERE CONVERTED TO SURFACE VALUES USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.000231 IN THE FOLLOWING FORMULA: GRID COORD X 1.000231
4.48’
17’
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
= SURF COORD.
2’
2’
MIN 14’
RT FTG RD
148’ EXISTING
9.84’11.81’11.81’
11.81’11.81’ 9.84’ LANE
148’ EXISTING [ EXISTING LT
2’
2’
17’ MIN
12’
LT FTG RD
[ EXISTING
12’
11.81’11.81’ 9.84’ LANE
LANE
SHLD
1’ 1’
1’ 17’
2.0% 2.0%
USUAL
USUAL
2.0%
2.0%
USUAL
USUAL
2.0%
2.0%
USUAL
USUAL
40’ EXISTING
40’ EXISTING
2.0% MIN 4.9% MAX
MIN 14’
12’
14’
LANE
LANE
LANE
17’
PRELIMINARY
MIN
2.0% MIN 4.9% MAX
14’
12’
14’
LANE
LANE
LANE THIS PRINT IS FURNISHED FOR INFORMATION ONLY. THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS
EXISTING GROUND
EXISTING PROFILE
EXISTING PROFILE
GRADE LINE
GRADE LINE
EXISTING TYPICAL SECTION N.T.S.
EXISTING PROFILE EXISTING GROUND
GRADE LINE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
PROPOSED TYPICAL SECTION N.T.S.
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
GRADE LINE
TRAFFIC RAIL
GRADE LINE
NOT A BIDDING DOCUMENT
PROPOSED TYPICAL SECTION (IN SUPER-ELEVATED SECTION) N.T.S.
Brown & Gay Engineers, Inc. PAUL VOILES, PE
92991 TEXAS REGISTRATION NUMBER
»¿Houston
Austin
Dallas
Fort Worth
TBPE Registration No. F-1046
6/28/2013 DATE
6/28/2013
6/28/2013
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM05.dgn
MAIN LANES
[ EXISTING
LT FTG RD
EXISTING ROW
[ EXISTING RT
[ EXISTING
EXISTING ROW
[ EXISTING LT
38.05’
40’ EXISTING
RT FTG RD
148’ EXISTING
EXISTING ROW
EXISTING ROW
148’ EXISTING
[ EXISTING
EXISTING ROW
[ EXISTING
LT FTG RD
14’
185’ EXISTING
185’ EXISTING
EXISTING ROW
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM05.dgn
185’ EXISTING
185’ EXISTING EL PASO DISTRICT
185’ EXISTING
[ EXISTING
17’
185’ EXISTING
[ LOOP 375
[ LOOP 375
CA N O PELLI
E HO P BO B
V D RI
VE D RI
E
GEOMETRIC LAYOUT
00 5+ 40
MANAGED LANES
ROLL5 OF 6
DATE: $$$$DATE$$$
NE LI
H TC MA
03
NO.
049
70 MPH ON LOOP 375 50 MPH ON FRONTAGE ROAD
LIMIT
GEORGE DIETER Z A R A F G M 6 O 5 Z 6 9 A 5 9
CITY
EL PASO
TR EV IN O
PELLICALN O DR L
E
WEST
6 7
6 5 9
M F
TEXAS
5 7 3
TH OR (N
AIRPORT
DR E K A L D T S LV A B E
F M
P
P
L
5 37
P
P
P
P
P
HORIZON J J
RIO VISTA
TA VIS
CITY T MI LI
P
HORIZON BLVD 10
RD
MOON
81 12 L
E
S
P
P
A
F R
1.7
K
L N I
N
RD FO BU
J
N
D BUFOR
20
J
A
U
X
C
E T
IT
Y
O IC
A ST
E
SOCORRO
6 7
M
D
Y T I Y C T I C
E IT
O R R O O C S O A S P
L E
DE
UA
1 128 FM D) BLV ON RIZ (HO M
AN
AH
RIO
L
4 . 3
TY CI
D N R MOO
OP LO
P
GR
P
P
D L O
P
A D E M A L A
P
O RI
U IH CH
VE D RI
S NK TA
H RT NO
P
E L S P O A C S O O R R O
P
O EC HU
O RR CO SO
C I T C Y I T Y
6 7
S XA TE
P
258
T MI LI T MI LI
0 1 H I
ZA RA GO ZA
20
O RR CO SO
VE D RI BO B HO PE
OJ A S
) . D R
420+00 415+00
R P O O L
A Z O G A R A Z
EZ AR JU AD CO XI UD ME CI
410+ 00
6 5 9
P
375
PROJECT LOCATION
B O B P O R H D
RI VE RS I DE
10
X O, T AS LP E
LE E
L O O P
A ED AM AL
0 425+0
LOM ALA ND
N O R 20 T H
0 1 H I
0 430+0
R IO
YARBROUGH
50 MPH ON RAMPS
E V A
MAT CH LIN E 4 05+ 00
[ LOOP 375
STA. 104+33.07 TO STA. 475+00 = 37,067 FEET FROM ZARAGOZA ROAD TO PELLICANO DRIVE
DESIGN SPEED
0 435+0
405 +00
390+00
0 435+0 LINE H C T MA
LIMITS:
DE
MATCH LINE 370+00
2552
JOB
7.02 MILES
+00 400
385+00
NO.
PROJECT LENGTH
GR A N
380+00
NO.
EL PASO
ELP
A D E M A L A
375+00
SEC.
REVISION
395+00
370+00
CONTROL COUNTY
DISTRICT
DATE:
00 5+ 40
[ LOOP 375
STATE
CA N O PELLI
S
VICINITY MAP N.T.S.
COLOR LEGEND EL PASO, TEXAS
FREEWAY MAINLANES AND RAMPS FRONTAGE ROAD BRIDGE (WIDENING OR NEW) CONCRETE MEDIAN BARRIER TOLL GANTRY
100
50
0
100
EXISTING LANE DIRECTION ARROW PROPOSED LANE DIRECTION ARROW
SCALE: 1" = 100’
370’ EXISTING ROW
PROPOSED CONSTRUCTION (BY OTHERS) [ LOOP 375
370’ EXISTING ROW 370’ EXISTING ROW
MAIN LANES 38.05’
EXISTING 37.39’
EXISTING
22.31’
22.31’
EXISTING ROADWAY
37.39’ EXISTING ROADWAY
40’ EXISTING
MIN LANE
LANE
14’
9.84’11.81’11.81’
LANE
SHLD
LANE
LANE
3.93’
3.93’
SHLD
SHLD
11.81’11.81’ 9.84’ LANE
LANE
SHLD
14’ LANE
12’ LANE
14’ LANE
148’ EXISTING
RT FTG RD
148’ EXISTING NOMINAL FACE OF RAIL 24.10’ [ EXISTING LT
[ EXISTING RT
MEDIAN
MAIN LANES
MAIN LANES 4.48’
17’
40’ EXISTING
9.84’11.81’11.81’
MIN 14’
12’
14’
LANE
LANE
LANE
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
12’
LANE
SHLD
1’
40’ EXISTING
NOMINAL FACE OF RAIL
MAIN LANES
12’
14’
LANE
LANE
LANE
[ EXISTING RT MAIN LANES
24.10’ MEDIAN
TEXAS COUNTY MAP N.T.S.
NOTES: 1.
GRID COORDINATES WERE CONVERTED TO SURFACE VALUES USING A COMBINED SURFACE ADJUSTMENT FACTOR OF 1.000231 IN THE FOLLOWING FORMULA: GRID COORD X 1.000231
4.48’
17’
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
= SURF COORD.
2’
2’
MIN 14’
RT FTG RD
148’ EXISTING
9.84’11.81’11.81’
11.81’11.81’ 9.84’ LANE
148’ EXISTING [ EXISTING LT
2’
2’
17’ MIN
12’
LT FTG RD
[ EXISTING
12’
11.81’11.81’ 9.84’ LANE
LANE
SHLD
1’ 1’
1’ 17’
2.0% 2.0%
USUAL
USUAL
2.0%
2.0%
USUAL
USUAL
2.0%
2.0%
USUAL
USUAL
40’ EXISTING
40’ EXISTING
2.0% MIN 4.9% MAX
MIN 14’
12’
14’
LANE
LANE
LANE
17’
PRELIMINARY
MIN
2.0% MIN 4.9% MAX
14’
12’
14’
LANE
LANE
LANE THIS PRINT IS FURNISHED FOR INFORMATION ONLY. THE PLAN INFORMATION OR OTHER DATA SHOWN HEREON IS
EXISTING GROUND
EXISTING PROFILE
EXISTING PROFILE
GRADE LINE
GRADE LINE
EXISTING TYPICAL SECTION N.T.S.
EXISTING PROFILE EXISTING GROUND
GRADE LINE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
PROPOSED TYPICAL SECTION N.T.S.
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
GRADE LINE
TRAFFIC RAIL
GRADE LINE
NOT A BIDDING DOCUMENT
PROPOSED TYPICAL SECTION (IN SUPER-ELEVATED SECTION) N.T.S.
Brown & Gay Engineers, Inc. PAUL VOILES, PE
92991 TEXAS REGISTRATION NUMBER
»¿Houston
Austin
Dallas
Fort Worth
TBPE Registration No. F-1046
6/28/2013 DATE
6/28/2013
6/28/2013
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM05.dgn
MAIN LANES
[ EXISTING
LT FTG RD
EXISTING ROW
[ EXISTING RT
[ EXISTING
EXISTING ROW
[ EXISTING LT
38.05’
40’ EXISTING
RT FTG RD
148’ EXISTING
EXISTING ROW
EXISTING ROW
148’ EXISTING
[ EXISTING
EXISTING ROW
[ EXISTING
LT FTG RD
14’
185’ EXISTING
185’ EXISTING
EXISTING ROW
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM05.dgn
185’ EXISTING
185’ EXISTING EL PASO DISTRICT
185’ EXISTING
[ EXISTING
17’
185’ EXISTING
[ LOOP 375
[ LOOP 375
