PRELIMINARY AND SUBJECT TO...
1
4 : 1 W 4 ' D E P T H 104 ' X 122 ' 4:1 4:1 41X132 4 : 1 W 4' DEPTH 84'x161' 4 : 1 4:1 4 : 1 4:1 W 4' DEPTH 44'X154' 4:1 4:1 W 4' DEPTH 44'x124' 4:1 4:1 10x423 4 : 1 4 : 1 10:05:11 AM 5/13/2016 pw:\\DC1CLUS01.jacobs.com:NAI\Documents\WJXL8911_US_281_EIS_Reeval_Schematic\WJXL8911\700 CADD\SCHM\US281SCHM01_Plan View.dgn BEXAR COUNTY PROJECT LOCATION L I M I T S : F R O M L OO P 1604 T OB O R G F EL DD R I V E 5/13/2016 65 MPH JACOBS ENGINEERING GROUP INC. FIRM #2966 TERRAIN: FUNCTIONAL CLASSIFICATION: ROLLING URBAN PRINCIPAL ARTERIAL LE NG T H : 4 1 , 96 9 ' = 7 . 95 M I LE S C S J : 025 3 - 0 4 - 13 8 & 02 5 3 - 04 - 146 45 MPH NTS T XDO T S AN AN T ON I O D I S T R I C T D I S T R I C T E NG I N EE R M A R I O J O R G E , P . E . A PP R OV E D : S C H E M A T I C P R O J E C T M ANAG E R S C H E M A T I C D E S I GN E NG I N EE R 35 MPH (512) 416-2055, ALL RIGHTS RESERVED NOT A BIDDING DOCUMENT S ANAN T ON I O , TE XA S O FF I C E O F D I S T R I C T E NG I N EE R P R O P O S E D D E S I GN S T ANDA R D S ( S T R U C T U R E S ) : (ROADWAY) : (TRAFFIC) : , 2016 T XDO T S AN AN T ON I O D I S T R I C T P L ANN I NG AND D E V EL O P M E N T D I R E C T O R O F T R AN SP O R T A T I ON J ONA T HAN B E AN , P . E . , 2016 R E C O MM E ND E D F O R A PP R OVA L : U S 28 1 - B E XA R C OUN T Y DATE: P R O J E C TE DAD T ( 2 04 0 ) : C U RR E N T AD T ( 2014 ) : D I R E C T C ONN E C T O RD E S I GNSP EE D : R A MP / F R ON T AG E R DD E S I GNSP EE D : MA I N L AN E D E S I GNSP EE D : 219,800 95,674 c 2016 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. INTERIM REVIEW INTERIM REVIEW UNDER THE AUTHORITY OF 5/13/2016 ALEX G. TORRES, PE 113339 ON THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES. INTERIM REVIEW INTERIM REVIEW UNDER THE AUTHORITY OF 5/13/2016 DOUGLAS HUNEYCUTT, PE 62830 ON T XDO T S AN AN T ON I O D I S T R I C T ADVAN C E D T R AN SP O R T A T I ON P L ANN I NG D I R E C T O R C L AY T ON R I PPS , P . E . , 2016 CORRECT: LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF FI RELANE LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF VAN VAN P A R T 1 O F 3 SCALE:1"=50' LANE DIRECTION FLOW DIRECTION SIDEWALKS FRONTAGE ROAD BRIDGES EXISTING ROW RETAINING WALLS FLOOD PLAIN CITY/COUNTY LIMITS DRAINAGE EASEMENT DIRECT CONNECTORS BENT LOCATIONS HOV ENFORCEMENT AREA HOV LANES AND RAMPS GENERAL PURPOSE LANES EXIT TO HOV LANES INTERMEDIATE ENTRANCE/ LEGEND EASEMENT CONSTRUCTION PROP ROW & TEMP BARRIER CONCRETE TRAFFIC PURPOSE LANES AND RAMP LANES NUMBER OF GENERAL NUMBER OF HOV LANES NUMBER OF FRONTAGE ROAD LANES CONNECTOR LANES NUMBER OF DIRECT 4:1 4:1 WATER DETENTION BASIN WATER QUALITY POND SIGN STRUCTURE NUMBER OF AUXILIARY LANES SCALE:1"=50' LANE DIRECTION FLOW DIRECTION SIDEWALKS FRONTAGE ROAD BRIDGES EXISTING ROW RETAINING WALLS FLOOD PLAIN CITY/COUNTY LIMITS DRAINAGE EASEMENT DIRECT CONNECTORS BENT LOCATIONS HOV ENFORCEMENT AREA HOV LANES AND RAMPS GENERAL PURPOSE LANES EXIT TO HOV LANES INTERMEDIATE ENTRANCE/ LEGEND EASEMENT CONSTRUCTION PROP ROW & TEMP BARRIER CONCRETE TRAFFIC PURPOSE LANES AND RAMP LANES NUMBER OF GENERAL NUMBER OF HOV LANES NUMBER OF FRONTAGE ROAD LANES CONNECTOR LANES NUMBER OF DIRECT 4:1 4:1 WATER DETENTION BASIN WATER QUALITY POND SIGN STRUCTURE NUMBER OF AUXILIARY LANES SCALE:1"=50' LANE DIRECTION FLOW DIRECTION SIDEWALKS FRONTAGE ROAD BRIDGES EXISTING ROW RETAINING WALLS FLOOD PLAIN CITY/COUNTY LIMITS DRAINAGE EASEMENT DIRECT CONNECTORS BENT LOCATIONS HOV ENFORCEMENT AREA HOV LANES AND RAMPS GENERAL PURPOSE LANES EXIT TO HOV LANES INTERMEDIATE ENTRANCE/ LEGEND EASEMENT CONSTRUCTION PROP ROW & TEMP BARRIER CONCRETE TRAFFIC PURPOSE LANES AND RAMP LANES NUMBER OF GENERAL NUMBER OF HOV LANES NUMBER OF FRONTAGE ROAD LANES CONNECTOR LANES NUMBER OF DIRECT 4:1 4:1 WATER DETENTION BASIN WATER QUALITY POND SIGN STRUCTURE NUMBER OF AUXILIARY LANES STA 386+00 STA 376+00 STA 382+00 STA 402+00 STA 426+00 STA 353+00 STA 359+00 STA 359+56 STA 352+00 STA 349+00 STA 345+37 STA 335+39 STA 326+75 STA 477+40 STA 488+62 STA 477+40 STA 432+00 STA 430+00 STA 413+12 STA 459+00 325 + 00 330 + 00 335 + 00 340 + 00 345 + 00 350 + 00 355 + 00 360 + 00 365 + 00 370 + 0 0 375 + 00 380 + 00 385 + 00 390 + 00 395 + 00 400 + 00 405 + 00 410 + 00 415 + 00 420 + 0 0 425 + 00 430 + 00 435 + 00 440 + 00 445 + 00 450 + 00 455 + 0 0 460 + 00 465 + 00 4 70 + 00 4 75 + 00 48 0 + 0 0 4 85 + 00 49 0 + 0 0 410 35 10 10 281 END CONSTRUCTION BEGIN CONSTRUCTION 1604 1604 1604 PART 1 100 50 0 100 50 0 100 50 0 S T ONE OA K P K W Y U S 2 8 1 E NCI NO RI O S ONT E RRA B L VD S ONTE RRA B L VD RE DL AND RD [ US 281 STA 324+00.00 BEGIN CSJ:0253-04-146 BEGIN PROJECT E V ANS RD E VANS RD L OOP 1 6 04 L OOP 1 6 04 DRY CREE K W A Y S t o n e O a k P k w y T P C P k w y E X I T 1 M I L E E X I T O N L Y E v a n s R d E X I T O N L Y " H O V E X I T S V I A P a r k & R i d e 1 B u l v e r d e R d 3 ½ H O V L a n e E n d s 6 " H O V L A N E E N T R A N C E ½ M I L E L E F T L A N E 2 8 1 N O R T H E n c i n o R i o E v a n s R d E X I T 1 M I L E E X I T O N L Y 2 8 1 N O R T H E n c i n o R i o D o n e l l a D r M e c c a D r T h o u s a n d O a k s D r E X I T 1 M I L E L O O P 1 6 0 4 E A S T L O O P 1 6 0 4 W E S T E X I T O N L Y L O O P 1 6 0 4 E A S T L O O P 1 6 0 4 W E S T L O O P 1 6 0 4 E A S T L O O P 1 6 0 4 W E S T H S o n t e r r a B l v d R e d l a n d R d E n c i n o R i o 2 8 1 N O R T H E n c i n o R i o N E X T L E F T " H O V L A N E E N T R A N C E 1 M I L E L E F T L A N E L O O P 1 6 0 4 E A S T L O O P 1 6 0 4 W E S T E X I T O N L Y R e d l a n d R d S o n t e r r a B l v d H " H O V L A N E E N T R A N C E L E F T L A N E S t o n e O a k P k w y T P C P k w y E X I T O N L Y E v a n s R d E X I T O N L Y " H O V L A N E E X I T T O V I A P a r k & R i d e ½ M I L E L O O P 1 6 0 4 E X I T 1 ¼ M I L E S H R e d l a n d R d S o n t e r r a B l v d E X I T ½ M I L E " H O V E X I T S E X I T T O V I A P a r k & R i d e N o r t h w i n d B l v d M a r s h a l l R d E X I T 1 M I L E S t o n e O a k P k w y T P C P k w y E X I T O N L Y R e d l a n d R d S o n t e r r a B l v d E X I T 1 M I L E H W i l d e r n e s s O a k s O v e r l o o k P k w y E X I T 1 M I L E N o r t h w i n d B l v d M a r s h a l l R d E X I T ¼ M I L E E v a n s R d E n c i n o R i o E X I T O N L Y N o r t h w i n d B l v d M a r s h a l l R d 337+38 " H O V 2 + 2 O R M O R E P E R S O N S P E R V E H I C L E T P C P K W Y E N C I N O C OMMON S B L VD THE VIEW AT ENCINO COMMONS STILL TO BE DETERMINED LOCATION OF NOISE WALLS ARE E N D HO V S O U T H B O UND B E G I N HO V NO R T H B O UN D S T A R T T R AN S I T L AN E NO R T H B OUND E ND T R AN S I T L AN E S OU T H B OUND 445 + 00 END CONSTRUCTION BEGIN CONSTRUCTION PART 1 425 + 00 WAL-MART PRELIMINARY AND SUBJECT TO CHANGE PRELIMINARY AND SUBJECT TO CHANGE PRELIMINARY AND SUBJECT TO CHANGE LOCKAWAY STORAGE WALGREENS WHATABURGER HEB WHATABURGER SONIC LIFETIME FITNESS BIG SPRINGS SALVATION ARMY THRIFT STORE TINK-A-TAKO HOME DEPOT BROADWAY NATIONAL BANK McDONALD'S TACO CABANA EXPRESS CAR WASH HYATT PLACE BEST WESTERN SHERWIN WILLIAMS PAINT MARTIN MARIETTA STONE QUARRY MATTRESS FIRM CHASE BANK FROST BANK SPORT'S AUTHORITY GOODWILL THRIFT STORE POPEYE'S CARL'S SECURITY SERVICE JACK IN THE BOX BANK OF AMERICA WELLS FARGO BANK SAN ANTONIO FEDERAL CREDIT UNION MARTIN MARIETTA STONE QUARRY MATCHLINE "A" MATCHLINE "A" FACILITY PRELIMINARY AND SUBJECT TO CHANGE GOLDEN CHICK RANDOLPH BROOKS FEDERAL CREDIT UNION RIDGE WOOD PARK PROFESSIONAL BLDG FIT FOODS MY WING STOP CHILI'S STEAK HOUSE LONGHORN CHICK-FIL-A CHICK-FIL-A LAS PAPALAS THE RAVINIA APARTMENTS AUTOZONE LUPE TORTILLA OLIVE GARDEN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STONE OAK PARK-N-RIDE # # # # # # # # # # # # # # # MATCHLINE STATION 490+00 STA 439+00 2 3 3 2 1 2 2 1 2 1 2 2 2 2 1 1 2 2 2 2 2 3 2 2 1 2 2 1 1 2 3 1 2 2 3 1 2 1 2 1 2 3 1 1 1 2 1 1 2 3 2 3 2 3 3 2 1
Transcript of PRELIMINARY AND SUBJECT TO...
4:1
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pw:\\DC1CLUS01.jacobs.com:NAI\Documents\WJXL8911_US_281_EIS_Reeval_Schematic\WJXL8911\700 CADD\SCHM\US281SCHM01_Plan View.dgn
BEXAR COUNTY
PROJECT LOCATION
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281
LIMITS: FROM LOOP 1604 TO BORGFELD DRIVE
5/13/2016
65 MPH
JACOBS ENGINEERING GROUP INC. FIRM #2966
TERRAIN:
FUNCTIONAL CLASSIFICATION:
ROLLING
URBAN PRINCIPAL ARTERIAL
LENGTH: 41,969' = 7.95 MILES
CSJ: 0253-04-138 & 0253-04-146
45 MPH
NTS
TXDOT SAN ANTONIO DISTRICT
DISTRICT ENGINEER
MARIO JORGE, P.E.
APPROVED:
SCHEMATIC PROJECT MANAGER SCHEMATIC DESIGN ENGINEER
35 MPH
(512) 416-2055, ALL RIGHTS RESERVED
NOT A BIDDING DOCUMENT
SAN ANTONIO, TEXAS
OFFICE OF DISTRICT ENGINEER
PROPOSED DESIGN STANDARDS
(STRUCTURES) :
(ROADWAY) :
(TRAFFIC) :
, 2016
TXDOT SAN ANTONIO DISTRICT
PLANNING AND DEVELOPMENT
DIRECTOR OF TRANSPORTATION
JONATHAN BEAN, P.E.
, 2016
RECOMMENDED FOR APPROVAL:
US 281 - BEXAR COUNTY
DATE:
PROJECTED ADT (2040):
CURRENT ADT (2014):
DIRECT CONNECTOR DESIGN SPEED:
RAMP/FRONTAGE RD DESIGN SPEED:
MAINLANE DESIGN SPEED:
219,800
95,674
c 2016
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
INTERIM REVIEW
INTERIM REVIEW UNDER THE AUTHORITY OF
5/13/2016ALEX G. TORRES, PE 113339 ON
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
IT IS NOT TO BE USED FOR CONSTRUCTION PURPOSES.
INTERIM REVIEW
INTERIM REVIEW UNDER THE AUTHORITY OF
5/13/2016DOUGLAS HUNEYCUTT, PE 62830 ON
TXDOT SAN ANTONIO DISTRICT
ADVANCED TRANSPORTATION PLANNING DIRECTOR
CLAYTON RIPPS, P.E.
, 2016
CORRECT:
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LFLF
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LFLF
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LF
LFLF
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FIR
EL
AN
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WV
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LFLF
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WV
VAN VAN
PART 1 OF 3
SCALE:1"=50'
LANE DIRECTION
FLOW DIRECTION
SIDEWALKS
FRONTAGE ROAD
BRIDGES
EXISTING ROW
RETAINING WALLS
FLOOD PLAIN
CITY/COUNTY LIMITS
DRAINAGE EASEMENT
DIRECT CONNECTORS
BENT LOCATIONS
HOV ENFORCEMENT AREA
HOV LANES
AND RAMPS
GENERAL PURPOSE LANES
EXIT TO HOV LANES
INTERMEDIATE ENTRANCE/
LEGEND
EASEMENT
CONSTRUCTION
PROP ROW & TEMP
BARRIER
CONCRETE TRAFFIC
PURPOSE LANES AND RAMP LANES
NUMBER OF GENERAL
NUMBER OF HOV LANES
NUMBER OF FRONTAGE ROAD LANES
CONNECTOR LANES
NUMBER OF DIRECT
4:1
4:1
WATER DETENTION BASIN
WATER QUALITY POND
SIGN STRUCTURE
NUMBER OF AUXILIARY LANES
SCALE:1"=50'
LANE DIRECTION
FLOW DIRECTION
SIDEWALKS
FRONTAGE ROAD
BRIDGES
EXISTING ROW
RETAINING WALLS
FLOOD PLAIN
CITY/COUNTY LIMITS
DRAINAGE EASEMENT
DIRECT CONNECTORS
BENT LOCATIONS
HOV ENFORCEMENT AREA
HOV LANES
AND RAMPS
GENERAL PURPOSE LANES
EXIT TO HOV LANES
INTERMEDIATE ENTRANCE/
LEGEND
EASEMENT
CONSTRUCTION
PROP ROW & TEMP
BARRIER
CONCRETE TRAFFIC
PURPOSE LANES AND RAMP LANES
NUMBER OF GENERAL
NUMBER OF HOV LANES
NUMBER OF FRONTAGE ROAD LANES
CONNECTOR LANES
NUMBER OF DIRECT
4:1
4:1
WATER DETENTION BASIN
WATER QUALITY POND
SIGN STRUCTURE
NUMBER OF AUXILIARY LANES
SCALE:1"=50'
LANE DIRECTION
FLOW DIRECTION
SIDEWALKS
FRONTAGE ROAD
BRIDGES
EXISTING ROW
RETAINING WALLS
FLOOD PLAIN
CITY/COUNTY LIMITS
DRAINAGE EASEMENT
DIRECT CONNECTORS
BENT LOCATIONS
HOV ENFORCEMENT AREA
HOV LANES
AND RAMPS
GENERAL PURPOSE LANES
EXIT TO HOV LANES
INTERMEDIATE ENTRANCE/
LEGEND
EASEMENT
CONSTRUCTION
PROP ROW & TEMP
BARRIER
CONCRETE TRAFFIC
PURPOSE LANES AND RAMP LANES
NUMBER OF GENERAL
NUMBER OF HOV LANES
NUMBER OF FRONTAGE ROAD LANES
CONNECTOR LANES
NUMBER OF DIRECT
4:1
4:1
WATER DETENTION BASIN
WATER QUALITY POND
SIGN STRUCTURE
NUMBER OF AUXILIARY LANES
STA 386+00
STA 376+00
STA 382+00
STA 402+00
STA 426+00
STA 353+00
STA 359+00STA 359+56
STA 352+00
STA 349+00
STA 345+37
STA 335+39
STA 326+75
STA 477+40
STA 488+62
STA 477+40
STA 432+00
STA 430+00
STA 413+12
STA 459+00
325+00
330+00
335+00
340+00
345+00
350+00
355+00
360+00
365+00
370+00 375+00
380+00
385+00
390+00
395+00
400+00
405+00
410+00
415+00
420+00
425+00
430+00
435+00
440+00
445+00
450+00
455+00
460+00 465+00470+00
475+00480+00
485+00490+00
410
35
10
10
281
END CONSTRUCTION
BEGIN CONSTRUCTION
16041604
1604
PART 1
100500 100500 100500
ST
ON
E O
AK P
KW
Y
US 281
EN
CIN
O RIO
SO
NTE
RR
A B
LV
D
SO
NTE
RR
A B
LV
D
RE
DL
AN
D R
D
[ US 281 STA 324+00.00
BEGIN CSJ:0253-04-146
BEGIN PROJECT
EV
AN
S R
D
EV
AN
S R
D
LO
OP 1
604
LO
OP 1
604
DR
Y C
REE
K W
AY
Stone Oak Pkwy
TPC Pkwy
EXIT 1 MILE
EXIT ONLY
Evans Rd
EXIT ONLY
" HOV EXITS
VIA Park & Ride 1
Bulverde Rd 3½
HOV Lane Ends 6
" HOV LANE
ENTRANCE
½ MILE
LEFT LANE
281NORTH Encino
Rio
Evans Rd
EXIT 1 MILE
EXIT ONLY
281 NORTH
Encino Rio
Donella Dr
Mecca Dr
Thousand Oaks Dr
EXIT 1 MILE
LOOP
1604EAST LOOP
1604WEST
EXIT ONLYLOOP
1604EAST LOOP
1604WEST
LOOP
1604EAST LOOP
1604WEST
HSonterra Blvd
Redland Rd
Encino Rio
281 NORTH
Encino RioNEXT LEFT
" HOV LANE
ENTRANCE
1 MILE
LEFT LANE
LOOP
1604EAST LOOP
1604WEST
EXIT ONLY
Redland Rd
Sonterra Blvd
H
" HOV LANE
ENTRANCE
LEFT LANE
Stone Oak Pkwy
TPC Pkwy
EXIT ONLY
Evans Rd
EXIT ONLY
"HOV LANE
EXIT TO
VIA Park
& Ride
½ MILE
LOOP
1604
EXIT 1 ¼ MILES
HRedland Rd
Sonterra Blvd
EXIT ½ MILE
"HOV EXITS
EXIT TO
VIA Park
& Ride
Northwind Blvd
Marshall Rd
EXIT 1 MILE
Stone Oak Pkwy
TPC Pkwy
EXIT ONLY
Redland Rd
Sonterra Blvd
EXIT 1 MILE
H
Wilderness Oaks
Overlook Pkwy
EXIT 1 MILE
Northwind Blvd
Marshall Rd
EXIT ¼ MILE
Evans Rd
Encino Rio
EXIT ONLY
Northwind Blvd
Marshall Rd
337+38
" HOV 2 +
2 OR MORE PERSONS
PER VEHICLE
TPC P
KW
Y
ENCIN
O C
OM
MO
NS B
LVD
THE VIEW
AT ENCINO COMMONS
STILL TO BE DETERMINED
LOCATION OF NOISE WALLS ARE
END HOV SOUTHBOUND
BEGIN HOV NORTHBOUND
START TRANSIT LANE NORTHBOUND
END TRANSIT LANE SOUTHBOUND445+00
END CONSTRUCTION
BEGIN CONSTRUCTION
PART 1
425+00
WAL-MART
PRELIMINARY AND SUBJECT TO CHANGE
PRELIMINARY AND SUBJECT TO CHANGE
PRELIMINARY AND SUBJECT TO CHANGE
LOCKAWAY STORAGE
WALGREENS
WHATABURGER
HEB
WHATABURGER
SONIC
LIFETIME FITNESS
BIG SPRINGS
SALVATION ARMY
THRIFT STORE
TINK-A-TAKO
HOME DEPOT
BROADWAY
NATIONAL
BANK McDONALD'S
TACO CABANA
EXPRESS
CAR
WASH
HYATT PLACE
BEST WESTERN
SHERWIN
WILLIAMS
PAINT
MARTIN MARIETTA STONE QUARRY
MATTRESS FIRM
CHASE
BANK
FROST
BANK
SPORT'S
AUTHORITY
GOODWILL
THRIFT STORE
POPEYE'S
CARL'S
SECURITY
SERVICE
JACK
IN THE
BOX
BANK
OF AMERICA
WELLS FARGO
BANK
SAN ANTONIO
FEDERAL
CREDIT UNION
MARTIN MARIETTA STONE QUARRY
MATCHLINE "A"
MATCHLINE "A"
FACILITY
PRELIMINARY AND SUBJECT TO CHANGE
GOLDEN
CHICKRANDOLPH BROOKS
FEDERAL CREDIT UNION
RIDGE WOOD PARK
PROFESSIONAL BLDG
FIT FOODS
MY
WING STOP
CHILI'S
STEAK HOUSE
LONGHORN
CHICK-FIL-A
CHICK-FIL-A
LAS PAPALAS
THE RAVINIA
APARTMENTS
AUTOZONE
LUPE
TORTILLA
OLIVE GARDEN
1
1
1
1
1
1
11
1
1
1
1
1
1
1
STONE OAK PARK-N-RIDE
#
#
#
#
#
#
#
#
#
#
#
#
#
#
#
MA
TC
HLI
NE
ST
ATI
ON 490
+00
STA 439+00
2
3
3
2
1
2
2
12
1
2
2
2
2
1
12
2
2
2
2
3
2
2
1
2
2
1
1
2
3
1
2
2
3
1
2
1
21
2
3
1 1
1
2
1
1
2
3
2
3
2
3
3
2
1
