TEXAS DEPARTMENT OF TRANSPORTATION SCHEMATIC...
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SCHWAB RD SCHWAB RD FM 1103 NB FRONTAGE RD SB FRONTAGE RD SB FRONTAGE RD NB FRONTAGE RD 17250 11150 250 400 2 0 0 1 00 2450 8150 3750 17500 50 150 5 0 0 3 00 67100 104000 4450 2900 5250 8150 5250 5250 5250 8150 8150 8150 61850 61850 95850 95850 2400 7750 1550 5000 5 6695 3245 5 15 10385 5035 15 3450 5350 5050 3250 15550 1 50 2700 2450 1750 350 3350 11300 10500 15200 16850 8000 7250 5200 100 4 50 HUBERTUS RD 104000 93250 67100 93250 4000 11,150 15,530 17,250 8150 11300 12600 3 800 3 400 2500 3000 4250 4650 2800 4000 4400 2450 3350 3750 150 100 50 400 350 250 8 200 11400 12700 95850 85950 61850 95850 85950 61850 7300 8150 7300 5250 8150 7350 5250 7300 7300 7350 6700 9350 10400 5900 5300 3800 5900 5300 3800 85950 85950 5900 5300 3800 5900 5300 3800 9350 6700 10400 5 10 15 5 10 15 2650 2400 1700 2650 2400 1700 2400 2150 1550 7750 6950 5000 2 405 2 155 1 555 5 005 6 955 7755 2150 6950 20 1 5 10 1 0 1 5 20 10 10 9340 4540 5350 4800 3450 5350 4800 3450 3250 4550 5050 96400 86450 62200 62200 86450 96400 4800 5350 4800 3450 4550 35 TEXAS INTERSTATE 35 TEXAS INTERSTATE 9 8 7 5 4 13 16 9 20 23 26 29 31 30 40 34 35 37 39 41 44 45 46 54 3 2 1 6 12 15 21 25 22 27 32 28 33 36 42 43 53 51 47 52 10+00 15 +00 20 +0 0 255+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+00 350+00 355+00 360+00 365+00 10+00 15 + 00 20 + 00 10+00 15 + 00 20+00 10+00 15+00 20 + 00 255+00 260+00 265+00 270+00 275+00 28 0 + 0 0 285 + 00 290+00 295 + 00 300 + 00 305 + 00 310+00 315+00 320+00 325+00 33 0 + 0 0 33 5 + 00 34 0 + 0 0 345+00 350 + 00 35 5 + 00 360 + 00 365+00 370+00 10 + 00 15 + 00 20 + 00 255+00 260+00 265+00 270+00 275+00 2 8 0 + 0 0 285 + 00 290+00 295 + 00 300 + 00 305 + 00 310+00 315+00 320+00 325+00 33 0 + 0 0 335 + 00 340 + 0 0 345 + 00 350 + 00 355 + 00 360 + 00 365+00 370+00 1 0 + 0 0 15+00 20+00 25 + 00 10 + 00 15 + 00 20 + 00 HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY HOMESTEAD PARKW AY COUNTY 0016 05 CHECK BY: KL STATE CONT. SECT. JOB HIGHWAY NO. DRAWN BY: SAT TEXAS CC 114 IH 35 COMAL DISTRICT STATE 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, or These documents are for Interim Review and NAME PE# Date 0 HORIZ SCALE IN FEET 0 VERT SCALE IN FEET 5 10 20 50 100 25 200 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 R O LL 1 COSS OH OVERHEAD CANTILEVERED OVERHEAD SIGN STRUCTURE VICINITY MAP 11/16/2017 11/16/2017 LEGEND: 93793 CHAD 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% DRAFT TO CHANGE SUBJECT PRELIMINARY COMAL COUNTY, TEXAS SAN ANTONIO DISTRICT TEXAS COUNTY MAP N.T.S. TRAFFIC LEGEND S I GNA L I ZE D I N TE R S E C T I O N TRAFFIC DIAGRAM TYPICAL SECTIONS CSJ: 0016-05-114 PROJECT LENGTH = 9.94 MILES FROM FM 1103 TO THE GUADALUPE RIVER ROUNDABOUTS CROSS STREETS TURNAROUNDS (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 ADT XXXX YEAR 2044 ADT XXXX YEAR 2054 ADT XXXX 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 LOOP INTERSTATE 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, TEXAS OFFICE OF THE DISTRICT ENGINEER I-35 - COMAL COUNTY SCHEMATIC LAYOUT TEXAS DEPARTMENT OF TRANSPORTATION R O LL 2 R O LL 3 R O LL 4 R O LL 5 IH35 STA 347+00 TO BE REMOVED EXISTING GM SB-2 8 7 1 T I X E C i b o l o H u b e r t u s R d M I L E S a n A n t o n i o S O U T H I N T E R S T A T E 3 5 IH35 STA 364+54 PROPOSED OSB PSB-1 E X I T O N L Y F M 1 1 0 3 C i b o l o H u b e r t u s R d E X I T 1 7 8 IH35 STA 257+45 PROPOSED GM PNB-1 E X I T 1 8 0 M I L E ¾ S c h w a b R d IH35 STA 277+25 PROPOSED COS PNB-2 E X I T O N L Y S c h w a b R d E X I T 1 8 0 IH35 STA 277+36 TO BE REMOVED (BY OTHERS) EXISTING OSB NB-1 E X I T 1 7 8 d R C i b o l o s u t r e b u H IH35 STA 297+05 PROPOSED OSB PNB-3 S c h w a b R d E X I T O N L Y E X I T 1 8 0 N O T R U C K S L E F T L A N E A u s t i n N O R T H I N T E R S T A T E 3 5 IH35 STA 340+54 TO BE REMOVED EXISTING GM NB-2 IH35 STA 350+52 PROPOSED GM PNB-4 E n g e l R d M I L E 1 E X I T 1 8 2 IH35 STA 366+81 TO BE REMOVED EXISTING GM NB-3 LANE LANE SH SH LANE LANE SH SH MIN 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) SH SH LANE LANE SH SH MIN 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' LANE 8' 4' SH SH 12' LANE 12' LANE 8' 4' 0-12' LANE VAR VAR VAR VAR VAR EXISTING ROW EXISTING ROW EXISTING ROW EXISTING ROW 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 PGL PGL PGL PGL PROPOSED I-35 SH 12' LANE 2' 12' LANE 5' 0-12' LANE VAR PGL EXISTING ROW (300' MIN - 590' MAX) EXISTING ROW (300' MIN - 590' MAX) SSCB SSCB SH SH LANE LANE SH SH MIN 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' LANE 8' 4' EXISTING ROW EXISTING ROW MAX 91' MAX 72' 4' 8' 12' 12' PGL PGL 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' SSCB VAR VAR 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) STA 280+00 TO 442+00 EXISTING I-35 4' CURB 2 . 5 % ( T Y P ) 2 . 5 % ( T Y P ) 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 % ( T Y P ) 2 . 5 % ( T Y P ) 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 CURB CURB 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 E X I T O N L Y F M 4 8 2 F M 2 2 5 2 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 E X I T O N L Y F M 4 8 2 F M 2 2 5 2 E X I T 1 7 7 E X I T 1 7 8 d R C i b o l o s u t r e b u H RBFCU WALGREENS SELF STORAGE SURE POINT SAN ANTONIO BAKERCORP LANES HILL COUNTRY BEGIN PROJECT VALERO / SUBWAY 7-ELEVEN EXXON MCDONALD'S MA TC H L IN E S TA 369 +50 GOLF COURSE HUB E R T US R D C O UN T R Y C L UB B L VD F A I R L A W N AV E B EL M ON T P KW Y EX ROW 1 DESIRABLE CONTROL OF ACCESS LIMITS 312+69 305+36 3 25+62 D E S I R A B LE C O N T R O L O F A CC E S S L I M I T S 331+89 D E S I R A B LE C ON T R O L O F A CC E SS L I M I T S 347+86 355+30 350+66 D E S I R A B L E C ON T R O L O F A CC E SS L I M I T S 356+07 EX ROW EX ROW EX ROW EX ROW EX ROW EX ROW EX ROW NE EXPANSION PROJECT PROP ROW BY NE EXPANSION PROJECT PROP ROW BY C OV E R S C OV E F R I E S E N HA HN R D 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 [ IH35 STA 255+00.00 CSJ: 0016-05-114 369+50 369+50 1B 1A INTERSTATE 35 TEXAS TEXAS 35 INTERSTATE ¾ F M 1 1 0 3 N O R T H I N T E R S T A T E 3 5 A u s t i n F M 1 1 0 3 E X I T 1 8 0 S c h w a b R d ¾ M I L E 1 8 0 E X I T ½ M I L E S c h w a b R d E X I T 1 7 7 F M 4 8 2 F M 2 2 5 2 M I L E ½ E X I T 1 7 7 F M 4 8 2 F M 2 2 5 2 E X I T 1 7 7 S O U T H I N T E R S T A T E 3 5 S a n A n t o n i o F M 1 1 0 3 725 FM 482 FM 1863 FM 46 SH 46 SH 1103 FM
Transcript of TEXAS DEPARTMENT OF TRANSPORTATION SCHEMATIC...
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
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9
8
754
13 16
9
20
23
26
29
3130
40
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3941
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54
32
1
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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
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AD P
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AY
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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
ah2325
Stamp
ah2325
Stamp
ah2325
Stamp
