SCHWAB RD
SCHWAB RD
FM 1103
NB FRONTAGE RD
SB FRONTAGE RD SB FRONTAGE RD
NB FRONTAGE RD
17250
11150
250
400200
100
2450
8150
3750
17500
50
150
500
300
67100
104000
4450
2900
5250
8150
5250
52505250
81508150
8150
61850
6185095850
95850
24007750
15505000
5
6695
3245
5
15
10385
5035
15
3450
5350
5050
325015550
150
2700
2450
1750
350
3350
11300
1050015200
16850
8000
72505200 100
450
HUBERTUS RD
104000
93250
67100
93250
4000
11,150
15,530
17,2508150
11300
12600
3800
3400
2500
3000
4250
4650 2800
4000
4400
2450
3350
3750
150
10050
400
350250
8200
11400
12700
95850
8595061850
95850
8595061850
7300
8150
7300
5250
8150
7350
5250
73007300
7350
6700
9350
10400
5900
5300
3800
5900
5300
3800
85950
85950
5900
5300
3800
5900
5300
3800
93506700
10400
5
10
15
5
10
15
2650
24001700
2650
24001700
2400
21501550
7750
69505000
2405
2155
1555
5005
6955
7755
21506950
20
15
10
10
15
20
1010
9340
4540
5350
4800
3450
5350
4800
3450
3250
4550
5050
96400
864506220062200
8645096400
48005350
4800
3450
4550
35TEXAS
INTERSTATE
35TEXAS
INTERSTATE
E
E
E
E
E
E
E
V
V
V
9
8
754
13 16
9
20
23
26
29
3130
40
34
35
37
3941
44
45
46
54
32
1
6
12
15
21
25
22
27
32
28
33
36
42
43
5351
4752
10
+00
15
+00
20
+00
255+00 260+00 265+00 270+00 275+00 280+00 285+00290+00
295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00
10+00
15+0020+00
10+00
15+00 20+00
10+00
15+0020+00
255+00 260+00 265+00 270+00 275+00 280+00
285+00 290+00 295+00
300+00
305+00
310+00 315+00 320+00 325+00 330+00
335+00
340+00
345+00350+00
355+00
360+00365+00 370+00
10+00
15+00
20+00
255+00 260+00 265+00 270+00 275+00280+00
285+00290+00 295+00
300+00
305+00 310+00 315+00 320+00 325+00
330+00
335+00
340+00
345+00350+00
355+00
360+00 365+00 370+00
10+00 15+00 20+00
25+00
10+00
15+00
20+00
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
HO
MES
TE
AD P
AR
KW
AY
COUNTY
0016 05 CHECK BY: KL
STATE
CONT. SECT. JOB HIGHWAY NO. DRAWN BY:
SATTEXAS
CC
114 IH 35
COMAL
DISTRICTSTATE
DATE
11/16/2017
FAX (210) 798-1896
TEL (210) 798-1895
SAN ANTONIO, TEXAS 78258
300 E. SONTERRA BLVD, SUITE 230
TBPE, FIRM #F-312
MARIO R. JORGE, P.E. DISTRICT ENGINEER
SAN ANTONIO DISTRICT
ENGINEERS SURVEYORS SCIENTISTS
PRELIMINARY - FOR INTERIM REVIEW ONLY
HALFF ASSOCIATES, INC.
108722
NAME PE# Date
HALFF FIRM REGISTRATION NUMBER: F-312
KEVIN LIPNICKY
or under the supervision of:Permit Purposes. They were prepared by,not intended for Construction, Bidding, orThese documents are for Interim Review and
NAME PE# Date
0
HORIZ SCALE IN FEET
0
VERT SCALE IN FEET
5 10 20
50 10025 200
ABBREVIATION DEFINITION
| BASELINE
[ CENTERLINE
CSJ CONTROL SECTION JOB
EL ELEVATION
EXIST EXISTING
FR FRONTAGE ROAD
GPL GENERAL PURPOSE LANE
LT LEFT
NB NORTH BOUND
NBER NORTH BOUND ENTRANCE RAMP
NBFR NORTH BOUND FRONTAGE ROAD
NBXR NORTH BOUND EXIT RAMP
NTS NOT TO SCALE
OSB OVERHEAD SIGN BRIDGE
PROP PROPOSED
ROW RIGHT-OF-WAY
RT RIGHT
SB SOUTH BOUND
SBER SOUTH BOUND ENTRANCE RAMP
SBFR SOUTH BOUND FRONTAGE ROAD
SBXR SOUTH BOUND EXIT RAMP
SDWK SIDEWALK
STA STATION
TxDOT TEXAS DEPARTMENT OF TRANSPORTATION
VAR VARIES
FL FLOW LINE ELEVATION
ROLL 1
COSS
OH OVERHEAD
CANTILEVERED OVERHEAD SIGN STRUCTURE
VICINITY MAP
11/16/2017
11/16/2017
LEGEND:
93793CHAD GARDINER
N.T.S.
SELMA
SCHERTZ
NEW BRAUNFELS
SAN ANTONIO
CSJ: 0016-05-114
STA 780+00.00
END PROPOSED PROJECT
CSJ: 0016-05-114
STA 255+00.00
BEGIN PROPOSED PROJECT
C 2017 by Texas Department of Transportation all rights reserved
90% DRAFTTO CHANGE
SUBJECT
PRELIMINARY
COMAL COUNTY, TEXAS
SAN ANTONIO DISTRICT
TEXAS COUNTY MAPN.T.S.
TRAFFIC LEGEND
SIGNALIZED INTERSECTION
TRAFFIC DIAGRAM
TYPICAL SECTIONS
CSJ: 0016-05-114
PROJECT LENGTH = 9.94 MILESFROM FM 1103 TO THE GUADALUPE RIVER
ROUNDABOUTSCROSS STREETSTURNAROUNDS (URBAN COLLECTOR)FRONTAGE ROADS (URBAN COLLECTOR)RAMPS (URBAN FREEWAY)MAINLANES (INTERSTATE)
DESIGN SPEEDS AND FUNCTIONAL CLASSIFICATIONS:
= 15 MPH= 30 MPH= 15 MPH= 35 MPH= 45 MPH= 55 MPH
ROLL X OF 5
YEAR 2024 ADTXXXX
YEAR 2044 ADTXXXX
YEAR 2054 ADTXXXX
AT SPECIFIED POINTS ALONG IH-35 FROM FM 1103 TO THE GUADALUPE RIVER.
2024, 2044, AND 2054 ANTICIPATED AVERAGE DAILY TRAFFIC VOLUMES AND TURNING MOVEMENTS
DATE May 8, 2017 COMAL COUNTY
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
LOOP
1604
TEXAS
INTERSTATE
35
TEXAS
INTERSTATE
10
377
LOOPINTERSTATE
TEXAS
35
EXISTING ROW
PROPOSED ROW
EXISTING 100-YEAR FLOODPLAIN
EXISTING PROPERTY LINE
EXISTING PLANIMETRIC FEATURES
PROPOSED CENTERLINE/BASELINE
PROPOSED PAVEMENT MARKING
PROPOSED EDGE OF PAVEMENT
PROPOSED MAIN LANE
PROPOSED SIDEWALK
EXISTING CULVERTS
EXISTING BUILDINGS
EXISTING BRIDGE
PROPOSED BRIDGE
PROPOSED BRIDGE ABUTMENT
PROPOSED BRIDGE BENT
PROPOSED TRAFFIC FLOW
XX
IMPROVEMENTS (BY OTHERS)
PROPOSED NORTHEAST EXPANSION
CROSS DRAINAGE FLOW
PROPERTY ID
PROPOSED TAPERS#
EXISTING EASEMENT
PROPOSED CURB
PROPOSED RETAINING WALL
ELECTRIC LINE (E)
GAS LINE (G)
FORCE MAIN LINE (FM)
WASTEWATER LINE (WW)
WATER LINE (W)
FIBER OPTIC/CABLE TV LINE (FO/C)
TELEPHONE LINE (T)
UTILITIES LEGEND:
PROPOSED FRTG/CROSS ROAD/RAMPS/TURNAROUND
PROPOSED TEMP CONSTRUCTION EASEMENT
PROPOSED DRAINAGE EASEMENT
EXISTING PAVEMENT/BRIDGE TO BE REMOVED
SAN ANTONIO, TEXASOFFICE OF THE DISTRICT ENGINEER
I-35 - COMAL COUNTYSCHEMATIC LAYOUT
TEXAS DEPARTMENT OF TRANSPORTATION
ROLL 2
ROLL 3
ROLL 4
ROLL 5
IH35 STA 347+00
TO BE REMOVED
EXISTING GM SB-2
871TIXE
Cibolo
Hubertus Rd
MILE San Antonio
S OUTH
INTERSTATE
35
IH35 STA 364+54
PROPOSED OSB PSB-1
EXIT ONLY
FM
1103
Cibolo
Hubertus Rd
EXIT178
IH35 STA 257+45
PROPOSED GM PNB-1
EXIT180
MILE ¾
Schwab Rd
IH35 STA 277+25
PROPOSED COS PNB-2
EXIT ONLY
Schwab Rd
EXIT180
IH35 STA 277+36
TO BE REMOVED (BY OTHERS)
EXISTING OSB NB-1
EXIT178
dR
Cibolo
sutrebuH
IH35 STA 297+05
PROPOSED OSB PNB-3
Schwab Rd
EXIT ONLY
EXIT180NO TRUCKS
LEFT LANE
Austin
N ORTH
INTERSTATE
35
IH35 STA 340+54
TO BE REMOVED
EXISTING GM NB-2IH35 STA 350+52
PROPOSED GM PNB-4
Engel Rd
MILE1
EXIT182
IH35 STA 366+81
TO BE REMOVED
EXISTING GM NB-3
LANELANE SHSH LANE LANESH SHMIN 15' MIN 20'
10'
SH
10'
SH
12'
LANE
12'
LANE
12'
LANE
10'
SH
10'
SH
12'
LANE
12'
LANE
12'
LANE
BORDER
(13' MIN -
50' MAX)
BORDER
(21' MIN -
43' MAX)
SHSH LANE LANESH SHMIN 15' MIN 15'
10'
SH
10'
SH
12'
LANE
12'
LANE
12'
LANE
10'
SH
10'
SH
12'
LANE
12'
LANE
12'
LANE
BORDER
(13' MIN -
43' MAX)
BORDER
(15' MIN -
58' MAX)
0-12'
LANE
0-12'
LANE
12'
LANE
12'
LANE8' 4'
SHSH
12'
LANE
12'
LANE
8' 4'0-12'
LANE
VAR
VAR
VAR
VAR
VAR
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
MAX 96' MAX 120'
8' 12' 12' 5' MAX 175' 8'12'12'5'MAX 178'
4' 8'12'12'
14'
LANE
[ RAMP
SH
4'8'
SH
PGL
PGL
PGL
PGL
PGLPGL
PGL PGLPROPOSED I-35
SH
12'
LANE2'
12'
LANE
5'0-12'
LANE
VAR
PGL
EXISTING ROW (300' MIN - 590' MAX)
EXISTING ROW (300' MIN - 590' MAX)
SSCB
SSCB
SHSH LANE LANESH SHMIN 30' MIN 34'
10'
SH
10'
SH
12'
LANE
12'
LANE
10'
SH
10'
SH
12'
LANE
12'
LANE
BORDER
(0' MIN -
33' MAX)
BORDER
(11' MIN -
30' MAX)
12'
LANE
12'
LANE8' 4'
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
MAX 91' MAX 72' 4' 8'12'12'
PGLPGL
PROPOSED I-35
LANE
AUX
LANE
AUX
EXISTING ROW (300' MIN - 515' MAX)
PGL
34' MAX)
(2' MIN-
MEDIAN
LANE
AUX
12' 0-12' 0-12'0-12'
LANE
0-12'
LANE
MNGD
0-12'
LANE
MNGD
VAR
PGL
LANE
12'
LN
BK
5'
LANE
0-12'
LANE
12'
SH
LANE
AUX
0-12'
SSCBVAR VAR
2.5% (TYP) 2.5% (TYP)
STA 280+00 TO 442+00
EXISTING I-35
4'
CURB
2.5% (TYP)2.5% (TYP)
WEST OF STA 292+90 - MAIN LANE RECONSTRUCTION BY NE EXPANSION PROJECT
WEST OF STA 298+25 - RECONSTRUCT IH 35 MAINLANES
STA 255+00 TO 304+98
LANE
0'-12'
BY NE EXPANSION PROJECT
NB FRONTAGE RD RECONSTRUCTION
BY NE EXPANSION PROJECT
SB FRONTAGE RD RECONSTRUCTION
FOR PROP IMPROVEMENTS
SEE PROP SBFR SECTIONS
EXIST SBFR
2.5% (TYP)2.5% (TYP)
STA 408+56 TO 442+00
STA 304+98 TO 381+38
4' (TYP)
FOR PROP IMPROVEMENTS
SEE PROP NBFR SECTIONS
EXIST NBFR
6'-
CURB
STA 326+15 TO 355+30
PROPOSED SBFR
CURB
9'
CURB
PROPOSED NBFR
STA 299+60 TO 315+51
21'-40.08'**
*2-4'
MIN
2'
CURB
PROPOSED NBFR
STA 343+84 TO 352+18
STA 315+51 TO 337+28
CURB
CURB CURB
CURBCURB
STA 350+00 TO 352+18
STA 322+57 TO 337+28
STA 315+51 TO 318+35
** BIKE LN SHIFTS TO OUTSIDE
* PROP CURB w/ 2' OFFSET FROM STA 315+51 TO 325+27
(MIRROR FOR NB)
ENTRANCE/ EXIT RAMP
PROPOSED I-35
VAR
SB FR
| I-35
NB FR
| I-35
[ I-35
[ I-35
SB FR
| I-35
NB FR
| I-35
[ I-35
SB FR
| I-35
NB FR
| I-35
SB FR
| I-35
NB FR
| I-35
NB FR
| I-35
(BY OTHERS)
TO BE REMOVED
EXISTING COS SB-0A
(BY OTHERS)
TO BE REMOVED
EXISTING GM SB-0B
IH35 STA 284+31
PROPOSED OSB PSB-0A
EXIT ONLY
FM
482FM
2252
IH35 STA 304+50
TO BE REMOVED
EXISTING OSB SB-1
IH35 STA 310+71
PROPOSED OSB PSB-0B
IH35 STA 299+97
PROPOSED COS PSB-ML04
EXIT ONLY
FM
482FM
2252
EXIT177
EXIT178
dR
Cibolo
sutrebuHRBFCU
WALGREENSSELF STORAGE
SURE POINT
SAN ANTONIO
BAKERCORP
LANES
HILL COUNTRY
BEGIN PROJECT
VALERO / SUBWAY
7-ELEVEN
EXXONMCDONALD'S
MA
TC
H
LI
NE
ST
A 369
+50
GOLF COURSE
HU
BER
TU
S
RD
CO
UN
TR
Y
CL
UB
BL
VD
FAIR
LA
WN
AV
E
BEL
MO
NT PK
WY
EX
RO
W
1
DESIRABLE CONTROL OF ACCESS LIMITS
312
+69
305
+36
325
+62
DESIRABLE CONTROL OF ACCESS LIMITS
331
+89
DESIRABLE CONTROL OF ACCESS LIMITS
347
+86
355
+30
350
+66
DESIRABLE CONTROL OF ACCESS LIMITS
356
+07
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
EX ROW
NE EXPANSION PROJECTPROP ROW BY
NE EXPANSION PROJECTPROP ROW BY
CO
VE
RS
CO
VE
FRIE
SE
NH
AH
N
RD
TO REMAIN
STA 306+99.42
BOX CULVERTS
EXISTING 8-6'X6'X280'
TO REMAIN
STA 357+65.91
BOX CULVERTS
1-6'X6'X268'
1-8'X6'X268'
EXISTING
TO REMAIN
STA 363+06.52
BOX CULVERT
EXISTING 1-5'X5'X270'
TO REMAIN
STA 338+22.48
BOX CULVERT
1-6'X5'X343'
EXISTING
[ IH35STA 255+00.00CSJ: 0016-05-114
369+50
369+50
1B
1A
INTERSTATE
35TEXAS TEXAS
35INTERSTATE
¾
FM
1103
NORTH
INTERSTATE
35
Austin
FM
1103EXIT180
Schwab Rd
¾ MILE
180EXIT
½ MILE
Schwab Rd
EXIT177
FM
482FM
2252
MILE½
EXIT177
FM
482FM
2252
EXIT177 SOUTHINTERSTATE
35
San Antonio
FM
1103
725FM
482FM
1863FM
46SH
46SH
1103FM
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