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PHASE
PHASE 1 WILL CONSIST OF THE CONSTRUCTION OF THE PROPOSED STORM WATER IMPROVEMENTS, THE CONSTRUCTION OF
THE WESTERN MOST 11.5' (FROM BACK OF CURB) OF THE PROPOSED ROADWAY IMPROVEMENTS, AND PROPOSED WESTERN
PARKWAY. 10' MINIMUM OF THE EXISTING ASPHALT PAVEMENT EAST OF THE PROPOSED ROADWAY WILL REMAIN OPEN TO
NORTHBOUND TRAFFIC ONLY. THE PROPOSED ROADWAY AREA BETWEEN THE 11.5' OF PROPOSED ROADWAY (WEST) AND 10'
EXISTING ROADWAY (EAST) WILL BE USED FOR GRADING BETWEEN THE EXISTING AND PROPOSED ROADWAY ELEVATIONS.
SOUTHBOUND TRAFFIC WILL FOLLOW THE DETOUR ON SHEET C-501.
TYPE 3 BARR
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y
160' TYPE 3 BARRICADE
ROAD
WORK
AHEAD
PHASE II
PHASE II WILL CONSIST OF THE REMOVAL OF THE REMAINDER OF EXISTING ROADWAY (EAST), THE
CONSTRUCTION OF THE PROPOSED ROADWAY NOT CONSTRUCTED IN PHASE I, AND THE
PROPOSED EAST PARKWAY. THE PROPOSED ROADWAY CONSTRUCTED DURING PHASE 1 (WEST)
WILL REMAIN OPEN TO NORTHBOUND TRAFFIC ONLY.
- TYPE 3 BARRICADE
CHANNELIZING DEVICES (TYP.)
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CHANNELIZING DEVICES (TYP.)
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•AK G-ROVE 'D
PRC�POSED STORM
ROADWAY PAVING ZONE DURING
GRADE TRANSITION ZONE DURING
PHASE I
OAK GROVE RD._
ROADWAY PAVING ZONE DURING
.......EXISTING ASPHALT TO BE REMOVED
.❖.❖.❖.❖.❖.❖.� IN PHASE II
NOTES
1. CONTRACTOR TO MAINRAIN MINIMUM LANE WIDTH OF
10.0' DURING CONSTRUCTION
r
SECOND TRACT
AMON G. CARTER FOUNDATION
(VOL. 3587, PG. 314)
(VOL. 3587, PG. 319)
SECOND TRACT
AMON G. CARTER FOUNDATION
(VOL. 3587, PG. 314)
(VOL. 3587, PG. 319)
LEGEND
PROPOSED PROPERTY LINE
NORTHBOUND TRAFFIC LOCATION
DURING PHASE
PROPOSED ASPHALT TRANSITION
EXISTING ASPHALT TRANSITION TO
REMAIN
Il® SHADOW VEHICLE PER TXDOT DETAILS
® TRUCK MOUNTED ATTENUATOR
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BENCH MARK LIST
BM 11 MAG NAIL W/ SHINER "YP CONTROL POINT,
BEING ON THE NORTHEAST CURB OF THE
ALBERTSONS DRIVEWAY AND ALBERTSONS
DRIVE INTERSECTION, ±100' NORTH WEST OF
A STOP SIGN, ±170' SOUTH OF A FIRE
HYDRANT AND ±15' EAST OF THE CENTERLINE
OF ALBERTSONS DRIVE.
ELEV: 691.38'
BM 12 MAG NAIL W/ SHINER "YP CONTROL POINT,
BEING SET AT THE SOUTHEAST CORNER OF A
CURB INLET ON THE EAST SIDE OF
ALBERTSONS DRIVE, ±5' SOUTH OF A STORM
DRAIN MANHOLE, ±10 NORTH OF A FIRE
HYDRANT AND ±13' NORTHWEST OF A WATER
VALVE.
ELEV: 687.90'
NOTES:
Know what's below. The bearing system for this survey is based on the Texas
Coordinate System of 1983, North Central Zone 4202 based on
observations made on January 29, 2019 with an applied
Call before you dig.
combined scale factor of 1.00012.
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SHEET NUMBER
C-500
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GRAPHIC SCALE IN FEET
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OAK GROVE RD. DETOUR ROUTE
(SOUTH -BOUND CLOSURE, NORTH-
BOUND FULL ACCESS)
LEGEND
® DETOUR ROUTE (SOUTH BOUND)
NORTH -BOUND FULL ACCESS
TEMPORARY SOUTH -BOUND CLOSURE
Know what's below.
Call before you dig.
NOTE:
DURING PHASE I AS SHOWN ON SHEET C-500, THE
EXISTING ASPHALT STREET WILL ACT AS A ONE -LANE,
ONE DIRECTION ROAD (NOT DEPICTED ON THIS SHEET).
DURING PHASE 11 AS SHOWN ON SHEET C-500,
NORTHBOUND TRAFFIC WILL CONTINUE ALONG OAK
GROVE ROAD, ACTING AS A ONE-WAY STREET.
SOUTHBOUND TRAFFIC WILL BE REDIRECTED ALONG
THE DETOUR SHOWN FOR BOTH PHASE I & II SHOWN ON
SHEET C-500.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARDS AT ALL TIMES DURING
CONSTRUCTION. ALL BARRICADES, WORKING SIGNS,
LIGHT DEVICES, ETC. FOR THE GUIDANCE AND
PROTECTION OF THE TRAVELING PUBLIC SHALL
CONFORM TO THE TEXAS MANUAL OF UNIFORM TRAFFIC
CONTROL. DEVICES AS CURRENTLY AMENDED, TEXAS
DEPARTMENT OF HIGHWAYS AND PUBLIC
TRANSPORTATION.
BENCH MARK LIST
BM 11 MAG NAIL W/ SHINER "YP CONTROL POINT,
BEING ON THE NORTHEAST CURB OF THE
ALBERTSONS DRIVEWAY AND ALBERTSONS
DRIVE INTERSECTION, ±100' NORTH WEST OF
A STOP SIGN, ±170' SOUTH OF A FIRE
HYDRANT AND ±15' EAST OF THE CENTERLINE
OF ALBERTSONS DRIVE.
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BM 12 MAG NAIL W/ SHINER "YP CONTROL POINT,
BEING SET AT THE SOUTHEAST CORNER OF A
CURB INLET ON THE EAST SIDE OF
ALBERTSONS DRIVE, ±5' SOUTH OF A STORM
DRAIN MANHOLE, ±10 NORTH OF A FIRE
HYDRANT AND ±13' NORTHWEST OF A WATER
VALVE.
ELEV: 687.90'
NOTES:
The bearing system for this survey is based on the Texas
Coordinate System of 1983, North Central Zone 4202 based on
observations made on January 29, 2019 with an applied
combined scale factor of 1.00012.
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SHEET NUMBER
C-501
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