PRELIMINARY
GEOMETRIC LAYOUT
LRO A D C RA I FI PA CI
LIMITS:
105+0 0 115+00
110+00
70 MPH ON LOOP 375
[ LOOP 375
50 MPH ON FRONTAGE ROAD
120+00
LIMIT CITY
EL PASO
6 5 9 P
P
C I T C Y I T Y P
E L S P O A C S O O R R O
P
AD
P
P
P
K N I
D BUFOR
L
20
RD FO BU
SOCORRO
6 7
X
C
E T
IT
Y
O IC
A ST
E
C FI PA CI
L
A
N
LRO RA I
UE
1 128 FM D) BLV ON RIZ (HO S
A
M
D
A V EN
81 12
1.7
Y T I Y C T I C
E IT
ON UN I
S
ED A
J
J
E
R
N
A LA M
TR EV IN O
6 5 9
F M ZA RA GO ZA
VE D RI
HORIZON CITY
T MI LI
RIO VISTA
TA VIS
F
U
O R R O O C S O A S P
L E
DE
O O RR SO C
HORIZON BLVD 10
RD
MOON
M
AN
RIO
L
4 . 3
TY CI
D N R MOO
OP LO
P
GR
UA
O AD M A RE R O N G UE L L R A C
D L O
P
P
D RI VE
S NK TA
0 1 H I
O EC HU
H RT NO
P
P
O RI
AH
AM ERI CAN
E K A L D T S LV A B E
T MI LI T MI LI
O RR CO SO
P
P
258
A D E M A L A
125+0 0
DR
6 7
S XA TE
STA 204+22.63, 137.68 RT ([ LOOP 375) U IH CH
PAN
B O B P O R H D
L
5 37
O RR CO SO
STA 100+00.00 (RTFR)=
20
P
120+00
BEGIN RT FRONTAGE ROAD
OJ A S
) . D R
0 100+0
AIRPORT R P O O L
REMOVE EXISTING RAMP
WEST TEXAS
5 7 3
TH OR (N
STA 100+00.00 (RAMP D)=
6 7
115+00
BEGIN RAMP D
A Z O G A R A Z
EZ AR JU AD CO XI UD ME CI
110+00
105+00
E
M F
230+00
105+00
STA 168+08.56, 133.55 RT ([ LOOP 375)
375
PROJECT LOCATION PELLICALN O DR
L
A ED AM AL
110+00
DE
225+00
L O O P
10
X O, T AS LP E
LE E
220+00
LOM ALA ND
215+00
P
210+00
P
205+00
N O R 20 T H
0 1 H I
200+00
E V A
195+00
R IO
GEORGE DIETER Z A R A F G M 6 O 5 Z 6 9 A 5 9
50 MPH ON RAMPS
125+00
190+00
([ LOOP 375)
00 115+
100+00
049
DESIGN SPEED
YARBROUGH
END RAMP D
180+00
175+00
03
NO.
STA. 104+33.07 TO STA. 475+00 = 37,067 FEET FROM ZARAGOZA ROAD TO PELLICANO DRIVE
GR A N
170+00
2552
JOB
PROJECT LENGTH
100+00
STA 187+62.53, 49.67 RT
165+00
NO.
7.02 MILES
STA 119+69.83 (RAMP D)=
160+00
NO.
EL PASO
ELP
A D E M A L A
+00 185
110+00
SEC.
REVISION
RI VE RS I DE
105+00
CONTROL COUNTY
DISTRICT
DATE:
MATCH LI NE 230+0 0
100+00 MATCH LINE 160+00
STA 201+93.61, 163.00 LT ([ LOOP 375)
MATCH LINE 190+00
STA 179+76.48, 49.67 LT ([ LOOP 375)
[ LOOP 375
STA 100+00.00 (LTFR)=
+00 190
STA 110+66.04 (RAMP C)=
$$$$DATE$$$
ON UN I
00 90+ E 1 N I L CH MAT
END RAMP C REMOVE EXISTING RAMP
A LA M
ED A
A V EN
O SO C
UE
RRO
RE RO A D CA RL LO N G UEM A
D RI VE AM ERI CAN PAN
STA 169+13.35, 119.88 LT ([ LOOP 375)
BEGIN LT FRONTAGE ROAD
STATE
J
STA 100+00.00 (RAMP C)=
ROLL2 OF 6
DATE:
J
STA 160+01.59, 136.34 LT ([ LOOP 375)
BEGIN RAMP C
MANAGED LANES
P
STA 121+04.01 (RAMP A)=
PROPOSED LOOP 375 (AMERICAS AVENUE)
P
END RAMP A
VE D RI
FOR
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
370’ EXISTING ROW
SCALE: 1" = 100’
370’ EXISTING ROW
PROPOSED CONSTRUCTION (BY OTHERS) [ LOOP 375
370’ EXISTING ROW
EXISTING 37.39’
EXISTING
22.31’
22.31’
EXISTING ROADWAY
37.39’ EXISTING ROADWAY
40’ EXISTING
MIN 14’
12’
14’
LANE
LANE
LANE
9.84’11.81’11.81’ SHLD
LANE
LANE
3.93’
3.93’
SHLD
SHLD
11.81’11.81’ 9.84’ LANE
LANE
SHLD
14’
12’
14’
LANE
LANE
LANE
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’ LANE
12’ LANE
SHLD
14’
LANE
LANE
12’
10’ SHLD
10’ SHLD
12’
LANE
SHLD
1’
LANE
40’ EXISTING
NOMINAL FACE OF RAIL
MAIN LANES
MAIN LANES
MEDIAN 4.48’
17’
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
LANE
12’ LANE
12’
USUAL
2.0%
2.0%
USUAL
USUAL
2.0%
9.84’11.81’11.81’
LANE
SHLD
SHLD 1’
LANE
2.0%
USUAL
USUAL
40’ EXISTING
40’ EXISTING
2.0% MIN 4.9% MAX
MIN 14’
12’
14’
LANE
LANE
LANE
MAIN LANES
17’ MIN
2.0% MIN 4.9% MAX
14’
12’
14’
LANE
LANE
LANE
40’ EXISTING
MIN
14’
13’
SHARED
LANE
LANE
LANE
12’
10’
10’
SHLD
SHLD
1’
12’
LANE
LANE
1’
13’
14’
LANE
SHARED BIKE LANE
14’
2.0%
2.0%
LANE
USUAL
USUAL
LANE
SHLD
N.T.S.
NOTES: 1.
GRID COORDINATES WERE CONVERTED TO SURFACE VALUES USING A COMBINED SURFACE
2.0%
ADJUSTMENT FACTOR OF 1.000231 IN THE
USUAL
SHLD
LANE 12’
SHLD
TEXAS COUNTY MAP
RAMP PGL
BIKE
LANE
6’
= SURF COORD.
11.81’11.81’ 9.84’
1’
14’
14’
2’
1’
LANE
4’
FOLLOWING FORMULA: GRID COORD X 1.000231
4.48’
17’
2.0%
[ EXISTING RT
MEDIAN
MAIN LANES
1’
17’
USUAL
24.10’ [ EXISTING LT
11.81’11.81’ 9.84’ LANE
RT FTG RD
148’ EXISTING
NOMINAL FACE OF RAIL
1’
14’
148’ EXISTING
2’
1’
2.0%
LT FTG RD
2’
2’
MIN 14’
[ EXISTING RT
24.10’
9.84’11.81’11.81’
11.81’11.81’ 9.84’ LANE
148’ EXISTING [ EXISTING LT
2’
2’
17’ MIN
RT FTG RD
148’ EXISTING
148’ EXISTING
RT FTG RD
[ EXISTING
2.0% USUAL
2.0% USUAL
1’
40’ EXISTING
17’ MIN
14’
12’
14’
LANE
LANE
LANE
PROPOSED RAMP DETAIL
PRELIMINARY
N.T.S.
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
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
PROPOSED TYPICAL SECTION N.T.S.
GRADE LINE
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
EXISTING PROFILE
GRADE LINE
GRADE LINE
NOT A BIDDING DOCUMENT
PROPOSED TYPICAL SECTION
PROPOSED TYPICAL SECTION
(IN SUPER-ELEVATED SECTION)
(WITH PROPOSED FRONTAGE ROADS)
N.T.S.
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\LP375SCHEM02.dgn
38.05’
148’ EXISTING
[ EXISTING
EXISTING ROW
MAIN LANES
LT FTG RD
LT FTG RD
EXISTING ROW
MAIN LANES
[ EXISTING
[ EXISTING
EXISTING ROW
[ EXISTING RT
[ EXISTING
EXISTING ROW
[ EXISTING LT
38.05’
40’ EXISTING
RT FTG RD
148’ EXISTING
EXISTING ROW
EXISTING ROW
148’ EXISTING
185’ EXISTING
[ EXISTING
[ EXISTING
LT FTG RD
185’ EXISTING
185’ EXISTING
185’ EXISTING
EXISTING ROW
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM02.dgn
185’ EXISTING
185’ EXISTING
EL PASO DISTRICT
185’ EXISTING
[ EXISTING
17’
185’ EXISTING
[ LOOP 375
[ LOOP 375
EXISTING ROW
370’ EXISTING ROW
[ LOOP 375
LRO A D C RA I FI PA CI
LIMITS:
105+0 0 115+00
110+00
70 MPH ON LOOP 375
[ LOOP 375
50 MPH ON FRONTAGE ROAD
120+00
LIMIT CITY
EL PASO
6 5 9 P
P
C I T C Y I T Y P
E L S P O A C S O O R R O
P
AD
P
P
P
K N I
D BUFOR
L
20
RD FO BU
SOCORRO
6 7
X
C
E T
IT
Y
O IC
A ST
E
C FI PA CI
L
A
N
LRO RA I
UE
1 128 FM D) BLV ON RIZ (HO S
A
M
D
A V EN
81 12
1.7
Y T I Y C T I C
E IT
ON UN I
S
ED A
J
J
E
R
N
A LA M
TR EV IN O
6 5 9
F M ZA RA GO ZA
VE D RI
HORIZON CITY
T MI LI
RIO VISTA
TA VIS
F
U
O R R O O C S O A S P
L E
DE
O O RR SO C
HORIZON BLVD 10
RD
MOON
M
AN
RIO
L
4 . 3
TY CI
D N R MOO
OP LO
P
GR
UA
O AD M A RE R O N G UE L L R A C
D L O
P
P
D RI VE
S NK TA
0 1 H I
O EC HU
H RT NO
P
P
O RI
AH
AM ERI CAN
E K A L D T S LV A B E
T MI LI T MI LI
O RR CO SO
P
P
258
A D E M A L A
125+0 0
DR
6 7
S XA TE
STA 204+22.63, 137.68 RT ([ LOOP 375) U IH CH
PAN
B O B P O R H D
L
5 37
O RR CO SO
STA 100+00.00 (RTFR)=
20
P
120+00
BEGIN RT FRONTAGE ROAD
OJ A S
) . D R
0 100+0
AIRPORT R P O O L
REMOVE EXISTING RAMP
WEST TEXAS
5 7 3
TH OR (N
STA 100+00.00 (RAMP D)=
6 7
115+00
BEGIN RAMP D
A Z O G A R A Z
EZ AR JU AD CO XI UD ME CI
110+00
105+00
E
M F
230+00
105+00
STA 168+08.56, 133.55 RT ([ LOOP 375)
375
PROJECT LOCATION PELLICALN O DR
L
A ED AM AL
110+00
DE
225+00
L O O P
10
X O, T AS LP E
LE E
220+00
LOM ALA ND
215+00
P
210+00
P
205+00
N O R 20 T H
0 1 H I
200+00
E V A
195+00
R IO
GEORGE DIETER Z A R A F G M 6 O 5 Z 6 9 A 5 9
50 MPH ON RAMPS
125+00
190+00
([ LOOP 375)
00 115+
100+00
049
DESIGN SPEED
YARBROUGH
END RAMP D
180+00
175+00
03
NO.
STA. 104+33.07 TO STA. 475+00 = 37,067 FEET FROM ZARAGOZA ROAD TO PELLICANO DRIVE
GR A N
170+00
2552
JOB
PROJECT LENGTH
100+00
STA 187+62.53, 49.67 RT
165+00
NO.
7.02 MILES
STA 119+69.83 (RAMP D)=
160+00
NO.
EL PASO
ELP
A D E M A L A
+00 185
110+00
SEC.
REVISION
RI VE RS I DE
105+00
CONTROL COUNTY
DISTRICT
DATE:
MATCH LI NE 230+0 0
100+00 MATCH LINE 160+00
STA 201+93.61, 163.00 LT ([ LOOP 375)
MATCH LINE 190+00
STA 179+76.48, 49.67 LT ([ LOOP 375)
[ LOOP 375
STA 100+00.00 (LTFR)=
+00 190
STA 110+66.04 (RAMP C)=
$$$$DATE$$$
ON UN I
00 90+ E 1 N I L CH MAT
END RAMP C REMOVE EXISTING RAMP
A LA M
ED A
A V EN
O SO C
UE
RRO
RE RO A D CA RL LO N G UEM A
D RI VE AM ERI CAN PAN
STA 169+13.35, 119.88 LT ([ LOOP 375)
BEGIN LT FRONTAGE ROAD
STATE
J
STA 100+00.00 (RAMP C)=
ROLL2 OF 6
DATE:
J
STA 160+01.59, 136.34 LT ([ LOOP 375)
BEGIN RAMP C
MANAGED LANES
P
STA 121+04.01 (RAMP A)=
PROPOSED LOOP 375 (AMERICAS AVENUE)
P
END RAMP A
VE D RI
FOR
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
370’ EXISTING ROW
SCALE: 1" = 100’
370’ EXISTING ROW
PROPOSED CONSTRUCTION (BY OTHERS) [ LOOP 375
370’ EXISTING ROW
EXISTING 37.39’
EXISTING
22.31’
22.31’
EXISTING ROADWAY
37.39’ EXISTING ROADWAY
40’ EXISTING
MIN 14’
12’
14’
LANE
LANE
LANE
9.84’11.81’11.81’ SHLD
LANE
LANE
3.93’
3.93’
SHLD
SHLD
11.81’11.81’ 9.84’ LANE
LANE
SHLD
14’
12’
14’
LANE
LANE
LANE
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’ LANE
12’ LANE
SHLD
14’
LANE
LANE
12’
10’ SHLD
10’ SHLD
12’
LANE
SHLD
1’
LANE
40’ EXISTING
NOMINAL FACE OF RAIL
MAIN LANES
MAIN LANES
MEDIAN 4.48’
17’
SHLD
LANE
LANE
12’
10’
10’
SHLD
SHLD
LANE
12’ LANE
12’
USUAL
2.0%
2.0%
USUAL
USUAL
2.0%
9.84’11.81’11.81’
LANE
SHLD
SHLD 1’
LANE
2.0%
USUAL
USUAL
40’ EXISTING
40’ EXISTING
2.0% MIN 4.9% MAX
MIN 14’
12’
14’
LANE
LANE
LANE
MAIN LANES
17’ MIN
2.0% MIN 4.9% MAX
14’
12’
14’
LANE
LANE
LANE
40’ EXISTING
MIN
14’
13’
SHARED
LANE
LANE
LANE
12’
10’
10’
SHLD
SHLD
1’
12’
LANE
LANE
1’
13’
14’
LANE
SHARED BIKE LANE
14’
2.0%
2.0%
LANE
USUAL
USUAL
LANE
SHLD
N.T.S.
NOTES: 1.
GRID COORDINATES WERE CONVERTED TO SURFACE VALUES USING A COMBINED SURFACE
2.0%
ADJUSTMENT FACTOR OF 1.000231 IN THE
USUAL
SHLD
LANE 12’
SHLD
TEXAS COUNTY MAP
RAMP PGL
BIKE
LANE
6’
= SURF COORD.
11.81’11.81’ 9.84’
1’
14’
14’
2’
1’
LANE
4’
FOLLOWING FORMULA: GRID COORD X 1.000231
4.48’
17’
2.0%
[ EXISTING RT
MEDIAN
MAIN LANES
1’
17’
USUAL
24.10’ [ EXISTING LT
11.81’11.81’ 9.84’ LANE
RT FTG RD
148’ EXISTING
NOMINAL FACE OF RAIL
1’
14’
148’ EXISTING
2’
1’
2.0%
LT FTG RD
2’
2’
MIN 14’
[ EXISTING RT
24.10’
9.84’11.81’11.81’
11.81’11.81’ 9.84’ LANE
148’ EXISTING [ EXISTING LT
2’
2’
17’ MIN
RT FTG RD
148’ EXISTING
148’ EXISTING
RT FTG RD
[ EXISTING
2.0% USUAL
2.0% USUAL
1’
40’ EXISTING
17’ MIN
14’
12’
14’
LANE
LANE
LANE
PROPOSED RAMP DETAIL
PRELIMINARY
N.T.S.
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
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
PROPOSED TYPICAL SECTION N.T.S.
GRADE LINE
EXISTING PROFILE
SINGLE SLOPE
EXISTING PROFILE
TRAFFIC RAIL
GRADE LINE
SUBJECT TO CHANGE AND MUST NOT BE CONSTRUED AS FINAL.
EXISTING PROFILE
GRADE LINE
GRADE LINE
NOT A BIDDING DOCUMENT
PROPOSED TYPICAL SECTION
PROPOSED TYPICAL SECTION
(IN SUPER-ELEVATED SECTION)
(WITH PROPOSED FRONTAGE ROADS)
N.T.S.
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\LP375SCHEM02.dgn
38.05’
148’ EXISTING
[ EXISTING
EXISTING ROW
MAIN LANES
LT FTG RD
LT FTG RD
EXISTING ROW
MAIN LANES
[ EXISTING
[ EXISTING
EXISTING ROW
[ EXISTING RT
[ EXISTING
EXISTING ROW
[ EXISTING LT
38.05’
40’ EXISTING
RT FTG RD
148’ EXISTING
EXISTING ROW
EXISTING ROW
148’ EXISTING
185’ EXISTING
[ EXISTING
[ EXISTING
LT FTG RD
185’ EXISTING
185’ EXISTING
185’ EXISTING
EXISTING ROW
\\Hfs2\vol4\Projects\CRRMA\1706_00_Loop_375\03_CADD\SCHM\LP375SCHEM02.dgn
185’ EXISTING
185’ EXISTING
EL PASO DISTRICT
185’ EXISTING
[ EXISTING
17’
185’ EXISTING
[ LOOP 375
[ LOOP 375
EXISTING ROW
370’ EXISTING ROW
[ LOOP 375
