HomeMy WebLinkAboutCity Council- Worksession Agenda Packets-4/17/2017 City of Colleyville Page 1
City of Colleyville
City Council
Worksession Agenda
City Hall
100 Main Street
Colleyville, Texas 76034
817.503.1000
www.colleyville.com
Monday, April 17, 2017
6:00 p.m.
Executive Conference Room
Third Floor City Hall
1.CALL TO ORDER
2.PRESENTATION AND DISCUSSION
2a Presentation and discussion of the Glade Road Project
3.ADJOURNMENT
I hereby certify this agenda was posted on City Hall bulletin boards Thursday,
April 13, 2017 by 5:00 p.m.
Amy Shelley, TRMC
City Secretary
A quorum of any Colleyville board, commission, or committee may be
present at this meeting.
Any matter on this agenda may, at the discretion of the governing body, be
opened for public comment and discussion.
If you plan to attend this public meeting and have a disability that requires
special accommodations, please advise the City Secretary at least 48 hours in
advance at 817.503.1133, and reasonable accommodations will be made to assist
you.
City of Colleyville Page 1
City of Colleyville
Colleyville City Council
Worksession
Agenda Briefing
City Hall
100 Main Street
Colleyville, Texas 76034
www.colleyville.com
Agenda Number 2a Agenda Date 04/17/2017 Number
Type Presentation and Discussion
Department Public Works
Title
Presentation and discussion of the Glade Road Project
Strategic Plan
1.1 Actively involve and engage stakeholders
Explanation
Staff presented an update on the Glade Road Project during the January 24, 2017, City
Council worksession. During the discussion at the worksession, City Council identified
questions and requests for additional information which required further analysis by
the design consultant. The January 24, 2017, City Council worksession presentation is
attached for reference.
This presentation and discussion, which will be led by City staff and the design
consultant, will focus on the follow up items discussed during the January 24, 2017,
City Council worksession and an update of Glade Road Phase I. City Council identified
questions and had requests for additional information about various options for Phase
2 of Glade Road which required further analysis including:
A comparison chart that clearly shows information on the options that include
impacted trees, ROW impacts, costs, and a summary of the options design
elements
Consideration of the combination of the original “Base” project and “Option 3”,
per the recommendation of the design consultant
Consideration a Full Depth Reclamation style reconstruction project with the
addition of ribbon curbs for Glade Road - Phase 2
Consideration a Full Depth Reclamation style maintenance project for Glade Road
- Phase 2
Updated costs for all Glade Road Phases
It should be noted that the Base Option includes an asphalt street section with
concrete curbs. This option would be considered a complete reconstruction of the
roadway. In order to adequately address the questions form the City Council the
design consultant has prepared additional information that will be presented and
discussed during the meeting.
City of Colleyville Page 2
City Council Worksession Agenda Briefing 2a
Base Option - Curb and gutters with turn lanes, trail on the north side and
sidewalk on the south
Alternate Option 1 – Ribbon curb with roadside ditches and no turn lanes,
sidewalk on the north side and trail on the south
Alternate Option 2 – Alternate Option 1 with the addition of grate inlet along
with the roadside ditches (storm drainage), sidewalk on the north side and trail
on the south
Alternate Option 3 – Alternate Option 2 with the addition of left turn lanes,
sidewalk on the north side and trail on the south
Alternate Option 4 – is a combination two options. The Base Option for Rose
to Montclair and Alternate Option 3 for Montclair to Pool Road
Alternate Option 5 – Pavement reclamation with the addition of ribbon curbs
and additional grading, no additional pedestrian facilities
Alternate Option 6 – Pavement reclamation only, no additional pedestrian
facilities
Attachments
1.April 17, 2017 Glade Road Project Presentation
2.January 24, 2017 Presentation
3.Comparison Chart
4.Base Option Exhibit
5.Base Option Cross Sections
6.Alternate Option 1 Exhibit
7.Alternate Option 1 Cross Sections
8.Alternate Option 2 Exhibit
9.Alternate Option 2 Cross Sections
10.Alternate Option 3 Exhibit
11.Alternate Option 3 Cross Sections
12.Alternate Option 4 Exhibit
13.Alternate Option 5 Exhibit
14.Summary of Tree Removals
15.Summary of Right-of-Way Impacts
Glade Road
Project Update
April 17, 2017
City Council Worksession
Scope of Worksession
•Phase 1 Update
•Interim Maintenance
•Information Requested
•Additional Analysis
–Comparison Chart
–Base Option
–Alternate Option 1
–Alternate Option 2
–Alternate Option 3
–Alternate Option 4
–Alternate Option 5
–Alternate Option 6
•Updated Cost Estimates
•City Council Direction
Objective Statement –To provide the City Council with additional
information to address questions presented during the January 24,2017
Worksession
Phase 1
Bransford Road
to Manning Drive
N
Glade Road Phase 1
Phase 4
Western City
Limits to Bransford
Road
Phase 2
Manning Drive to
Pool Road
Phase 3
Pool Road to
Heritage Avenue
Phase
“1 –B”
N
Phase I -Update
Phase
“1 –A”
Project Information
•In order to start the construction of Glade
Road this summer, the decision was made
to split Phase 1. The first section “1A” is
currently in the final stages of acquiring the
right-of-way (ROW) and staff has been
coordinating with franchise utilities to get the
area cleared for construction.
•The tentative schedule for “1A” is as follows,
•Advertise for bids in May
•Award a contract in June
•Start construction in July
•The second section “1B” is in the ROW
acquisition process and will have significant
utility relocations. The construction schedule
for “1B” is yet to be determined.
Completed Scheduled for
Late April 2017
•In order to address the pavement condition and ride quality of the sections of Glade
Road that are not slated for reconstruction in the near future, a maintenance project was
included in the current year of the Capital Improvement Program.
•The work includes a level-up course in order to address any rutting, and a 2” asphalt
overlay which will address the surface condition of the roadway and improve ride quality.
•This will be a short term solution that will provide a better driving surface until such time
that the complete reconstruction can be performed.
Interim Maintenance
Could be added to the
Interim Maintenance
Project Scope
Bedford Road to
Stafford Drive
Information Requested
During the January 24, 2017 City Council Worksession, City Council
identified questions and requested additional information about various
options for Phase 2 of Glade Road which required further analysis including:
•A comparison chart that clearly shows information on the options that include,
impacted trees, ROW impacts, costs, and a summary of each option’s design
elements
•Consideration of the combination of the original “Base” project and “Option 3”, per the
recommendation of the design consultant
•Consideration of a full depth reclamation style reconstruction project with the addition
of ribbon curbs for Glade Road -Phase 2
•Consideration of a full depth reclamation style maintenance project for Glade Road -
Phase 2
•Updated costs for all Glade Road phases
Additional Analysis
Base Option
–Curb and gutters with turn lanes, trail on the
north side and sidewalk on the south
Alternate Option 1
–Ribbon curb with roadside ditches, no turn
lanes, sidewalk on the north side from Montclair
Street to Pool Road only, and a trail on the
south
Alternate Option 2
–Option 1 with the addition of grate inlet along
with the roadside ditches (storm drainage)
Alternate Option 3
–Option 2 with the addition of left turn lanes
Alternate Option 4
•A combination oftwo options. The Base
Option for Rose to Montclair and Alternate
Option 3 for Montclair to Pool Road
Alternate Option 5
•Pavement reclamation with the addition of
ribbon curbs and additional grading, limited
pedestrian facilities (sidewalk from Behrens
Road to Behrens Court, this creates a
continuous sidewalk on the south side of
Glade Road)
Alternate Option 6
•Pavement reclamation only, no additional
pedestrian facilities
Comparison Chart (Phase 2 Options)
Gl
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Phase 2 -Base Option
•Concrete curb and gutters
•Underground storm
drainage system
•Left turn lanes
•Trail on the north
•Sidewalk on the south
Phase 2 -Alternate Option 1
•Ribbon curb
•Reconstruct the roadside
ditches
•No turn lanes
•Sidewalk on the north side
from Montclair Street to Pool
Road only
•Trail on the south
Phase 2 -Alternate Option 2
•Ribbon curb
•Drainage swales with grate
inlets and underground
storm drains
•No turn lanes
•Sidewalk on the north side from
Montclair Street to Pool Road
only
•Trail on the south
Phase 2 -Alternate Option 3
•Ribbon curb
•Drainage swales with grate
inlets and underground storm
drains
•With turn lanes
•Sidewalk on the north side from
Montclair Street to Pool Road
only
•Trail on the south
Phase 2 -Alternate Option 4
Combination of two options
•Rose to Montclair
–Base Option
•Montclair to Pool Road
–Alternate Option 3
Phase 2 -Alternate Option 5
•Pavement Reclamation
•Ribbon curb
•Maintain the roadside
ditches
•No turn lanes
•Limited pedestrian facilities (sidewalk from
Behrens Road to Behrens Court, this creates a
continuous sidewalk on the south side of Glade
Road)
Phase 2 -Alternate Option 6
•Pavement reclamation/New pavement
•Maintain the current roadway
configuration
•Maintain the current roadside ditches
•No turn lanes
•No additional pedestrian facilities
Updated Cost Estimates
Phase “1 –A”$1,091,579
Phase “1 –B”$3,281,878
Phase 2 $1,344,141 to $4,808,158
Phase 3 $3,782,545
Phase 4 $4,250,758
Total = $13,750,901 to $17,214,918
Glade Road Project Construction cost estimates
City Council Direction
Staff is seeking City Council direction on the
following:
•Clarification of City Council preference for the design elements of
Glade Road Phase 2
•Guidance as to whether or not to expand the current scope of the
Interim Maintenance Project Scope to include Phase “1 –B”
Questions and
Discussion
Glade Road
Project Update
January 24, 2017
City Council Worksession
Scope of Worksession
•Phasing Overview
•Current CIP Project Schedules
•Interim Maintenance
•Information Requested
•Phase 2 – Base Option
•Phase 2 – Base Option 1
•Phase 2 – Base Option 2
•Phase 2 – Base Option 3
•City Council Direction
Objective Statement – To provide the City Council with an update on the
status of the Glade Road Project with a focus on addressing questions and
requests for additional information presented during the August 24, 2016
worksession
Phase 1
Bransford Road
to Manning Drive
N
Phases of Glade Road Corridor
Phase 4
Western City
Limits to Bransford
Road
Phase 2
Manning Drive to
Pool Road
Phase 3
Pool Road to
Heritage Avenue
Current Project Schedules
Currently Underway
•Design of Glade Road Phase 2 (Manning Drive to Pool Road)
•Design of Glade Road Phase 3 (Pool Road to Heritage Avenue)
•Design of Glade Road Phase 4 (Western City Limits to Bransford Road)
Funding Currently Allocated
•Construction of Glade Road Phase 1 (Bransford Road to Manning Drive)
•ROW Acquisition for Glade Road Phase 2 (Manning Drive to Pool Road)
•ROW Acquisition for Glade Road Phase 3 (Pool Road to Heritage Avenue)
In the Current 5-Year CIP in FY 2018
•Construction of Glade Road Phase 2 (Manning Drive to Pool Road)
In the Current 5-Year CIP in FY 2019
•Construction of Glade Road Phase 3 (Pool Road to Heritage Avenue)
Not included in the current 5 year CIP
•ROW Acquisition for Glade Road Phase 4 (Western City Limits to Bransford
Road)
•Construction of Glade Road Phase 4 (Western City Limits to Bransford
Road)
Funding
•Project budget:
$142,000
•Funding source
•Capital Projects
Fund
Funding
•Project budget:
$198,000
•Funding source
•Capital Projects
Fund
Project Information
•In order to address the pavement condition and ride quality of the sections of Glade Road that
are not slated for reconstruction in the near future, a maintenance project was included in the
current year of the Capital Improvement Program. The work will include a level-up course in
order to address any rutting, and a 2” asphalt overlay which will address the surface condition of
the roadway and improve ride quality. This will be a short term solution that will provide a
better driving surface until such time the complete reconstruction can be performed . Staff is
working with the asphalt contractor to finalize the schedule and with City Council
concurrence staff will work to get this work completed as soon as possible.
Interim Maintenance
Information Requested
During the August 24, 2016 City Council worksession, staff presented an
update on the Glade Road Project and during the discussion at the
worksession, City Council identified questions and had requests for
additional information about various options for Phase 2 of Glade Road
which required further analysis including:
•Base Option - Curb and gutters with turn lanes, trail on the north side and sidewalk
on the south
•Option 1 - Ribbon curb with roadside ditches , sidewalk/trail on the south side,
sidewalk on the north side from Montclair to Pool Road, and no turn lanes
•Option 2 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south
side, sidewalk on the north from Montclair to Pool Road, and no turn lanes
•Option 3 - Ribbon curbs with roadside ditches and inlets, sidewalk/trail on the south
side, sidewalk on the north from Montclair to Pool Road, and turn lanes
Phase 2 - Base Option
Phase 2 - Option 1
Phase 2 - Option 2
Phase 2 - Option 3
City Council Direction
Staff is seeking City Council direction on the
following:
•Concurrence with the execution of the interim maintenance of
Glade Road from the Western City Limits to Bransford Road and
Stafford Drive to Jim Mitchell Trail
•Clarification of the City Council’s preference for the design
elements of Glade Road Phase 2
Questions and
Discussion
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TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED PERMANENT SIDEWALK ESMT.
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
120+00
125+00
130+00 135+00 140+00
145+00
150+00 155+00 160+00
165+00
170+00
175+00
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
TEMPORARY PAVING
BEGIN PHASE I
RECONSTRUCTION
END PHASE I FULL
STA 121+00.00
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
PROPOSED GROUND (PHASE I)
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GLADE ROAD GLADE ROAD
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585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
6' TRAIL
6' TRAIL
6' TRAIL
8' TRAIL
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10' TRAIL
6' TRAIL
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PROPOSED RETAINING WALL
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PROPOSED RETAINING WALL
BASE OPT
PHASE 2 - BASE OPT
BASE OPTION
LEGEND
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EXISTING 10' TRAIL
EXISTING 5' SIDEWALK
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BRICK FENCE
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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V
I S
I O
N
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:
M
A
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C
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T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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A
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E
$
$
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R
$
$
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$
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$
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
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GLADE ROAD
CROSS SECTIONS
S
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1
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0
0
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7
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:
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1
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3
3
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8
9
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:
8
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-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
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X
I S
T
R
O
W
E
X
I S
T
R
O
W
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X
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I S
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F
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N
C
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X
I S
T
R
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X
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T
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W
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X
I S
T
F
E
N
C
E
E
X
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T
R
O
W
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X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
125+00.00
620 620
625 625
615 615125+50.00
620 620
625 625
615 615126+00.00
620 620
625 625
615 615
126+50.00
C-RDW-802-BASE-3
P
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P
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W
P
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W
P
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P
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T
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
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T
I O
N
C
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S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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P
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C
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GLADE ROAD
CROSS SECTIONS
S
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1
1
0
0
F
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T
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,
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7
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:
8
1
7
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3
3
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-
8
9
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:
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1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
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W
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X
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T
R
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W
E
X
I S
T
F
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X
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F
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N
C
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T
R
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W
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X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
127+00.00
615 615
620 620
610 610
127+50.00
615 615
620 620
610 610
128+00.00
615 615
620 620
610 610
128+50.00
615 615
620 620
610 610
129+00.00
C-RDW-802-BASE-4
P
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A
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P
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P
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P
R
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W
P
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P
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O
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
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C
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N
C
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S
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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A
T
E
$
$
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R
$
$
T
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$
-
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$
F
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
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C
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T
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GLADE ROAD
CROSS SECTIONS
S
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1
1
0
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F
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7
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:
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-
8
9
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:
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1
7
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6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
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T
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W
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X
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T
R
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X
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F
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X
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R
O
W
E
X
I S
T
F
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N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
610 610
129+50.00
615 615
620 620
610 610130+00.00
615 615
620 620
610 610130+50.00
615 615
620 620
610 610
131+00.00
C-RDW-802-BASE-5
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
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C
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N
C
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
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R
$
$
T
I M
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$
-
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F
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
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1" = 10'
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00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
610 610
131+50.00
610 610
615 615
620 620
605 605
132+00.00
610 610
615 615
620 620
605 605
132+50.00
610 610
615 615
605 605133+00.00
C-RDW-802-BASE-6
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
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C
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N
C
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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$
$
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$
$
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P202130124
JWZ
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$DATE$
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4
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1" = 10'E
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00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
133+50.00
605 605
610 610
615 615
600 600
134+00.00
605 605
610 610
615 615
600 600
134+50.00
605 605
610 610
600 600135+00.00
C-RDW-802-BASE-7
E
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S
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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:
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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$
$
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$
$
T
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$
-
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$
F
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$
P202130124
JWZ
KAB
CGG
$DATE$
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GLADE ROAD
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F
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00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
135+50.00
600 600
605 605
610 610
595 595
136+00.00
600 600
605 605
610 610
595 595
136+50.00
600 600
605 605
595 595137+00.00
C-RDW-802-BASE-8
E
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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V
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I O
N
S
:
M
A
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C
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T
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N
C
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U
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A
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
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$
$
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$
$
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T
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P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
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E
X
I S
T
R
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T
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X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
137+50.00
595 595
600 600
605 605
590 590
138+00.00
595 595
600 600
590 590
138+50.00
595 595
590 590
139+00.00
C-RDW-802-BASE-9
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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A
D
P
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E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
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X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
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T
F
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C
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E
X
I S
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F
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T
F
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N
C
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X
I S
T
F
E
N
C
E
C-RDW-802-BASE-10001010202030304040505060607070
595 595
600 600
590 590139+50.00
595 595
600 600
590 590
140+00.00
595 595
600 600
590 590
140+50.00
590 590
595 595
600 600
585 585
141+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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A
D
P
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C
T
C
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L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
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A
N
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S
-
F
-
3
5
5
7
T
R
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T
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A
T
I O
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P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
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T
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X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-11001010202030304040505060607070
585 585
590 590
595 595
580 580
141+50.00
585 585
590 590
595 595
580 580
142+00.00
585 585
590 590
595 595
580 580
142+50.00
590 590
595 595
585 585
143+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
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E
C
T
C
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L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
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M
S
C
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R
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O
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A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
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W
E
X
I S
T
F
E
N
C
E
E
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T
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F
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C
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X
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T
F
E
N
C
E
E
X
I S
T
R
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W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-12001010202030304040505060607070
595 595
600 600
590 590
143+50.00
595 595
600 600
590 590144+00.00
595 595
600 600
590 590
144+50.00
600 600
605 605
595 595
145+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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A
D
P
R
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E
C
T
C
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L
L
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Y
V
I L
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E
,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
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1
1
0
0
F
O
R
T
W
O
R
T
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,
T
X
7
6
1
0
2
C
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A
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3
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2
4
7
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.
7
T
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T
R
E
E
T
1" = 10'
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X
I S
T
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T
R
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E
X
I S
T
F
E
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F
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T
R
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R
O
W
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T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-13001010202030304040505060607070
600 600
605 605
595 595
145+50.00
600 600
605 605
595 595
146+00.00
605 605
610 610
600 600146+50.00
605 605
610 610
600 600
147+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
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D
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C
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I P
T
I O
N
C
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N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
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A
D
P
R
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E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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F
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3
5
5
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6
-
2
2
4
7
5
0
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.
7
T
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S
T
R
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T
1" = 10'
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X
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T
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T
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X
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T
F
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R
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T
F
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C
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R
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W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
C-RDW-802-BASE-14001010202030304040505060607070
610 610
615 615
605 605
147+50.00
610 610
615 615
605 605148+00.00
615 615
620 620
610 610
148+50.00
615 615
620 620
610 610
149+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
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:
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L
T
A
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
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R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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A
D
P
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C
T
C
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V
I L
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,
T
X
P
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A
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GLADE ROAD
CROSS SECTIONS
S
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1
1
0
0
F
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R
T
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6
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2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
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T
1" = 10'
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X
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T
R
O
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E
X
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T
R
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O
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C-RDW-802-BASE-15001010202030304040505060607070
620 620
615 615
149+50.00
620 620
625 625
615 615
150+00.00
625 625
630 630
620 620
150+50.00
625 625
630 630
620 620
151+00.00
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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V
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:
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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A
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$
$
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$
$
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$
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P202130124
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$DATE$
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GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-16001010202030304040505060607070
630 630
635 635
625 625
151+50.00
630 630
635 635
625 625152+00.00
630 630
635 635
640 640
625 625
152+50.00
635 635
640 640
630 630
153+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-17001010202030304040505060607070
635 635
640 640
630 630
153+50.00
635 635
640 640
630 630
154+00.00
630 630
635 635
640 640
625 625
154+50.00
630 630
635 635
640 640
625 625
155+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
C-RDW-802-BASE-18001010202030304040505060607070
630 630
635 635
640 640
625 625
155+50.00
635 635
640 640
630 630
156+00.00
630 630
635 635
625 625
156+50.00
630 630
635 635
625 625
157+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-19001010202030304040505060607070
630 630
635 635
625 625
157+50.00
630 630
635 635
625 625158+00.00
630 630
635 635
625 625
158+50.00
625 625
630 630
635 635
620 620
159+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-20001010202030304040505060607070
625 625
630 630
620 620
159+50.00
625 625
630 630
620 620
160+00.00
625 625
630 630
620 620160+50.00
625 625
630 630
620 620161+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-21001010202030304040505060607070
625 625
620 620
161+50.00
620 620
625 625
615 615
162+00.00
620 620
625 625
615 615
162+50.00
620 620
625 625
615 615
163+00.00
620 620
625 625
615 615
163+50.00
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-22001010202030304040505060607070
620 620
625 625
615 615164+00.00
620 620
625 625
615 615164+50.00
615 615
620 620
625 625
610 610
165+00.00
615 615
620 620
610 610
165+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
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Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
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E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
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T
R
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E
X
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T
F
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N
C
E
E
X
I S
T
F
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N
C
E
E
X
I S
T
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W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-23001010202030304040505060607070
610 610
615 615
620 620
605 605
166+00.00
610 610
615 615
605 605
166+50.00
610 610
615 615
605 605
167+00.00
605 605
610 610
615 615
600 600167+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
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I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
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E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-24001010202030304040505060607070
605 605
610 610
600 600168+00.00
605 605
610 610
600 600
168+50.00
605 605
610 610
600 600
169+00.00
600 600
605 605
610 610
595 595
169+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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:
M
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K
D
A
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D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
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E
R
$
$
T
I M
E
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-
-
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
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C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
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R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-25001010202030304040505060607070
600 600
605 605
595 595
170+00.00
605 605
600 600
170+50.00
605 605
610 610
600 600
171+00.00
605 605
610 610
600 600171+50.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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V
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I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
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L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
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R
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O
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A
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I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-26001010202030304040505060607070
605 605
610 610
600 600
172+00.00
605 605
610 610
615 615
600 600
172+50.00
610 610
615 615
605 605
173+00.00
610 610
615 615
605 605
173+50.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
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O
P
R
O
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P
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O
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P
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O
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R
O
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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V
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S
:
M
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K
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C
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I O
N
C
O
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S
U
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A
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S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
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E
R
$
$
T
I M
E
$
-
-
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I L
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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E
R
O
A
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P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
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A
N
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-
F
-
3
5
5
7
T
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I O
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E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
C-RDW-802-BASE-27001010202030304040505060607070
610 610
615 615
620 620
605 605
174+00.00
610 610
615 615
620 620
605 605
174+50.00
610 610
615 615
620 620
605 605175+00.00
TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED PERMANENT SIDEWALK ESMT.
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
V
P
I
1
2
2
+
0
2
.
8
6
E
L
6
2
4
.
4
0
-0.58%-1.05%
VC = 100.00'
K = 213
V
P
I
1
3
1
+
5
2
.
0
3
E
L
6
1
4
.
4
4
-1.05%-2.35%
VC = 121.00'
K = 93
V
P
I
1
3
5
+
2
6
.
4
7
E
L
6
0
5
.
6
5
-2.35%
-3
.20%
VC = 100.00'
K = 118
V
P
I
1
3
7
+
2
4
.
8
5
E
L
5
9
9
.
3
0
-3
.20%
-2.07%
VC = 100.00'
K = 89
V
P
I
1
4
2
+
5
6
.
2
5
E
L
5
8
8
.
2
8
-2.07%+4.30%
VC = 400.00'
K = 63
V
P
I
1
4
7
+
3
4
.
7
2
E
L
6
0
8
.
8
5
+4.30%+4.77%
V
P
I
1
5
3
+
1
0
.
0
0
E
L
6
3
6
.
3
0
+4.77%-1.05%
VC = 340.00'
K = 58
V
P
I
1
5
7
+
2
8
.
9
2
E
L
6
3
1
.
9
0
-1.05%-1.86%
VC = 100.00'
K = 123
V
P
I
1
6
1
+
9
5
.
5
8
E
L
6
2
3
.
2
0
-1.86%-0.75%
VC = 121.00'
K = 109
V
P
I
1
6
3
+
8
5
.
5
8
E
L
6
2
1
.
7
7
-0.75%
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.
51%
VC = 220.00'
K = 59
V
P
I
1
6
9
+
3
4
.
1
5
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L
5
9
7
.
0
3
-4
.
51%+3.04%
VC = 450.00'
K = 60
V
P
I
1
7
3
+
9
5
.
9
1
E
L
6
1
1
.
0
9
+3.04%-1.00%
VC = 150.00'
K = 37
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND
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1
BEGIN PHASE I TEMPORARY PAVING
RECONSTRUCTION
STA 121+00.00 END PHASE I FULL
@ ℄ GLADE
(PHASE I)
PROPOSED GROUND
120+00
125+00
130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00
170+00
175+00
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S
T
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E
T
D
R
I
V
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W
C
R
A
N
B
R
O
O
K
GLA DE ROA D
D
R
I
V
E
E
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
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S
U
M
M
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B
R
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K
T
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A
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V
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C
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E
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S
E
A
GLA DE ROA D
GLADE ROAD
GLADE ROAD
595
600
605
610
615
620
625
630
635
640
645
650
590
595
600
605
610
615
620
625
630
635
640
645
650
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
P
O
O
L
R
D
MAX HEIGHT = 2'
PROPOSED RETAINING WALL
EXISTING 5' SIDEWALK
OPT 1
5' SIDEWALK
5' SIDEWALK EXISTING 5' SIDEWALK
6' SIDEWALK
5' SIDEWALK
8' TRAIL
8' TRAIL
6' TRAIL
8' TRAIL
6' TRAIL 8' TRAIL
8' TRAIL8' TRAIL
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK 5' SIDEWALK
5' SIDEWALK
8' TRAIL
EXISTING 10' TRAIL
PROPOSED CULVERT EXTENSION
T
R
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OPTION 1
PHASE 2 - OPTION 1
B
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C
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T
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R
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A
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LEGEND
x
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
PROPOSED CURB & G UTT ER (240 LF)
PROPOSED CURB & G UT TER (650 LF)
BRICK FENCE
132 LF PROPOSED
WOOD FENCE
167 LF PROPOSED
BRICK FENCE
88 LF PROPOSED
BRICK FENCE
42 LF PROPOSED
BRICK FENCE
25 LF PROPOSED
FENCE AND RETAINING WALL
160 LF PROPOSED WOOD CHAINLINK FENCE
200 LF PROPOSED
BRICK FENCE
123 LF PROPOSED
WOOD FENCE
155 LF PROPOSED
IRON FENCE
15 LF PROPOSED
IRON FENCE
15 LF PROPOSED
GUTTER
CURB &
CURB
RIBBON
GUTTER
CURB &RIBBON
CURB
8' TRAIL
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
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$
P202130124
JWZ
KAB
CGG
$DATE$
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GLADE ROAD
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S
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1
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X
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00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
625 625
630 630
620 620
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 1-1001010202030304040505060607070
625 625
630 630
620 620
121+00.00
625 625
630 630
620 620
121+50.00
625 625
630 630
620 620
122+00.00
625 625
630 630
620 620122+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
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C
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T
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C
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S
U
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T
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S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
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T
E
$
$
U
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R
$
$
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$
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F
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$
P202130124
JWZ
KAB
CGG
$DATE$
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00 1010 2020 3030 4040 5050 6060 7070
625 625
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615 615
625 625
620 620
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 1-2001010202030304040505060607070
625 625
630 630
620 620
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620 620
625 625
615 615
123+50.00
620 620
625 625
615 615
124+00.00
620 620
625 625
615 615
124+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 1-3001010202030304040505060607070
620 620
625 625
615 615
125+00.00
620 620
625 625
615 615125+50.00
620 620
625 625
615 615126+00.00
620 620
625 625
615 615126+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
C-RDW-802-OPT 1-4001010202030304040505060607070
620 620
625 625
615 615
127+00.00
620 620
625 625
615 615
127+50.00
615 615
620 620
610 610
128+00.00
615 615
620 620
610 610
128+50.00
615 615
620 620
610 610
129+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
610 610
615 615
620 620
605 605
C-RDW-802-OPT 1-5001010202030304040505060607070
615 615
620 620
610 610129+50.00
615 615
620 620
610 610130+00.00
615 615
620 620
610 610130+50.00
615 615
620 620
610 610
131+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
610 610
615 615
620 620
625 625
605 605
610 610
615 615
620 620
625 625
605 605
C-RDW-802-OPT 1-6001010202030304040505060607070
615 615
620 620
610 610
131+50.00
610 610
615 615
620 620
605 605
132+00.00
610 610
615 615
620 620
605 605
132+50.00
610 610
615 615
605 605133+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
610 610
615 615
605 605
605 605
610 610
615 615
600 600
605 605
610 610
600 600
C-RDW-802-OPT 1-7001010202030304040505060607070
610 610
615 615
605 605
133+50.00
605 605
610 610
615 615
600 600
134+00.00
605 605
610 610
615 615
600 600
134+50.00
605 605
610 610
600 600
135+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
605 605
610 610
600 600
600 600
605 605
610 610
595 595
600 600
605 605
595 595
C-RDW-802-OPT 1-8001010202030304040505060607070
605 605
610 610
600 600
135+50.00
600 600
605 605
610 610
595 595
136+00.00
600 600
605 605
610 610
595 595
136+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
600 600
605 605
595 595
595 595
600 600
590 590
595 595
600 600
590 590
C-RDW-802-OPT 1-9001010202030304040505060607070
600 600
605 605
595 595137+00.00
600 600
605 605
595 595
137+50.00
595 595
600 600
605 605
590 590
138+00.00
595 595
600 600
605 605
590 590
138+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590
595 595
600 600
590 590
595 595
600 600
590 590
590 590
595 595
600 600
585 585
C-RDW-802-OPT 1-10001010202030304040505060607070
595 595
600 600
605 605
590 590
139+00.00
595 595
600 600
590 590139+50.00
595 595
600 600
590 590
140+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
585 585
590 590
595 595
580 580
585 585
590 590
595 595
580 580
585 585
590 590
595 595
580 580
595 595
590 590
C-RDW-802-OPT 1-11001010202030304040505060607070
590 590
595 595
600 600
585 585
140+50.00
590 590
595 595
600 600
585 585
141+00.00
585 585
590 590
595 595
580 580
141+50.00
585 585
590 590
595 595
580 580
142+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590
595 595
600 600
590 590
595 595
600 600
590 590
600 600
605 605
595 595
C-RDW-802-OPT 1-12001010202030304040505060607070
585 585
590 590
595 595
580 580
142+50.00
595 595
590 590
143+00.00
595 595
600 600
590 590143+50.00
595 595
600 600
590 590
144+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
605 605
600 600
605 605
610 610
600 600
605 605
610 610
600 600
C-RDW-802-OPT 1-13001010202030304040505060607070
595 595
600 600
590 590
144+50.00
600 600
605 605
595 595145+00.00
600 600
605 605
595 595
145+50.00
605 605
600 600
146+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
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W
E
X
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T
R
O
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E
X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
610 610
615 615
605 605
615 615
620 620
610 610
615 615
620 620
610 610
C-RDW-802-OPT 1-14001010202030304040505060607070
605 605
610 610
600 600146+50.00
605 605
610 610
600 600
147+00.00
610 610
615 615
605 605147+50.00
610 610
615 615
605 605148+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
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S
:
M
A
R
K
D
A
T
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D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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L
T
A
N
T
S
-
F
-
3
5
5
7
T
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S
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M
S
C
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P
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
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T
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O
W
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
00 1010 2020 3030 4040 5050 6060 7070
620 620
615 615
620 620
625 625
615 615
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 1-15001010202030304040505060607070
615 615
620 620
610 610
148+50.00
615 615
620 620
610 610
149+00.00
620 620
615 615149+50.00
620 620
625 625
615 615
150+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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N
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U
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T
A
N
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S
-
F
-
3
5
5
7
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
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W
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
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A
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M
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N
T
P
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R
M
S
D
W
L
K
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625
630 630
635 635
625 625
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
C-RDW-802-OPT 1-16001010202030304040505060607070
625 625
630 630
620 620
150+50.00
625 625
630 630
620 620
151+00.00
630 630
635 635
625 625
151+50.00
630 630
635 635
625 625152+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
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1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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T
A
N
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S
-
F
-
3
5
5
7
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P
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:
8
1
7
-
3
3
9
-
8
9
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
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W
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T
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X
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F
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N
C
E
E
X
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R
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T
R
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X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
C-RDW-802-OPT 1-17001010202030304040505060607070
635 635
640 640
630 630
152+50.00
635 635
640 640
630 630
153+00.00
635 635
640 640
630 630
153+50.00
635 635
640 640
630 630
154+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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N
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U
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T
A
N
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S
-
F
-
3
5
5
7
T
R
A
N
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T
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P
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:
8
1
7
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3
3
9
-
8
9
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0
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
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X
I S
T
F
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N
C
E
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X
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T
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C
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T
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F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
635 635
640 640
630 630
C-RDW-802-OPT 1-18001010202030304040505060607070
635 635
640 640
630 630
154+50.00
630 630
635 635
640 640
625 625
155+00.00
630 630
635 635
640 640
625 625
155+50.00
635 635
640 640
630 630
156+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
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C
T
C
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L
L
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Y
V
I L
L
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,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
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S
T
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M
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C
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A
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:
8
1
7
-
3
3
9
-
8
9
5
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
A
S
E
M
E
N
T
P
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R
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S
D
W
L
K
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X
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X
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T
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W
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A
S
E
M
E
N
T
P
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S
D
W
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K
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A
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M
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N
T
P
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R
M
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D
W
L
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A
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T
R
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T
F
E
N
C
E
E
X
I S
T
R
O
W
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
635 635
630 630
630 630
635 635
625 625
630 630
635 635
625 625
630 630
635 635
625 625
C-RDW-802-OPT 1-19001010202030304040505060607070
630 630
635 635
625 625
156+50.00
630 630
635 635
625 625
157+00.00
630 630
635 635
625 625
157+50.00
630 630
635 635
625 625158+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
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S
T
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M
S
C
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P
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:
8
1
7
-
3
3
9
-
8
9
5
0
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
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X
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F
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C
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P
R
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P
R
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T
R
O
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X
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T
F
E
N
C
E
E
X
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T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625
630 630
635 635
625 625
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 1-20001010202030304040505060607070
630 630
635 635
625 625158+50.00
630 630
635 635
625 625
159+00.00
625 625
630 630
635 635
620 620
159+50.00
625 625
630 630
620 620
160+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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A
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C
T
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V
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,
T
X
P
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A
S
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I
GLADE ROAD
CROSS SECTIONS
S
U
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E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
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N
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S
T
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M
S
C
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P
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A
T
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N
P
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N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
625 625
630 630
620 620
625 625
620 620
620 620
625 625
615 615
C-RDW-802-OPT 1-21001010202030304040505060607070
625 625
630 630
620 620160+50.00
625 625
630 630
620 620161+00.00
625 625
620 620
161+50.00
620 620
625 625
615 615
162+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 1-22001010202030304040505060607070
620 620
625 625
615 615
162+50.00
620 620
625 625
615 615
163+00.00
620 620
625 625
615 615
163+50.00
620 620
625 625
615 615164+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
625 625
610 610
615 615
620 620
625 625
610 610
615 615
620 620
610 610
610 610
615 615
620 620
605 605
C-RDW-802-OPT 1-23001010202030304040505060607070
620 620
625 625
615 615
164+50.00
615 615
620 620
625 625
610 610
165+00.00
615 615
620 620
610 610
165+50.00
610 610
615 615
620 620
605 605
166+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
605 605
610 610
615 615
600 600
605 605
610 610
615 615
600 600
605 605
610 610
600 600
C-RDW-802-OPT 1-24001010202030304040505060607070
610 610
615 615
605 605
166+50.00
610 610
615 615
605 605167+00.00
605 605
610 610
615 615
600 600167+50.00
605 605
610 610
600 600
168+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
600 600
605 605
610 610
595 595
600 600
605 605
610 610
595 595
600 600
605 605
595 595
C-RDW-802-OPT 1-25001010202030304040505060607070
605 605
610 610
600 600168+50.00
605 605
610 610
600 600
169+00.00
600 600
605 605
610 610
595 595
169+50.00
600 600
605 605
595 595
170+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
605 605
610 610
600 600
605 605
610 610
600 600
605 605
610 610
600 600
C-RDW-802-OPT 1-26001010202030304040505060607070
605 605
600 600
170+50.00
605 605
610 610
600 600
171+00.00
605 605
610 610
600 600171+50.00
605 605
610 610
600 600
172+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
P
R
O
P
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
615 615
600 600
610 610
615 615
605 605
610 610
615 615
620 620
605 605
C-RDW-802-OPT 1-27001010202030304040505060607070
610 610
615 615
605 605
172+50.00
610 610
615 615
605 605173+00.00
610 610
615 615
620 620
605 605
173+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
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I O
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
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GLADE ROAD
CROSS SECTIONS
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1
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3
6
-
2
2
4
7
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X
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T
R
O
W
E
X
I S
T
F
E
N
C
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X
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T
R
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E
X
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T
R
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E
X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
605 605
610 610
615 615
620 620
600 600
605 605
610 610
615 615
620 620
600 600
610 610
615 615
605 605
C-RDW-802-OPT 1-28001010202030304040505060607070
610 610
615 615
620 620
605 605
174+00.00
610 610
615 615
620 620
605 605
174+50.00
610 610
615 615
620 620
605 605175+00.00
TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED PERMANENT SIDEWALK ESMT.
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
V
P
I
1
2
2
+
0
2
.
8
6
E
L
6
2
4
.
4
0
-0.58%-1.05%
VC = 100.00'
K = 213
V
P
I
1
3
1
+
5
2
.
0
3
E
L
6
1
4
.
4
4
-1.05%-2.35%
VC = 121.00'
K = 93
V
P
I
1
3
5
+
2
6
.
4
7
E
L
6
0
5
.
6
5
-2.35%
-3
.20%
VC = 100.00'
K = 118
V
P
I
1
3
7
+
2
4
.
8
5
E
L
5
9
9
.
3
0
-3
.20%
-2.07%
VC = 100.00'
K = 89
V
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I
1
4
2
+
5
6
.
2
5
E
L
5
8
8
.
2
8
-2.07%+4.30%
VC = 400.00'
K = 63
V
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I
1
4
7
+
3
4
.
7
2
E
L
6
0
8
.
8
5
+4.30%+4.77%
V
P
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1
5
3
+
1
0
.
0
0
E
L
6
3
6
.
3
0
+4.77%-1.05%
VC = 340.00'
K = 58
V
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1
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7
+
2
8
.
9
2
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L
6
3
1
.
9
0
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VC = 100.00'
K = 123
V
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1
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5
.
5
8
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L
6
2
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-1.86%-0.75%
VC = 121.00'
K = 109
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51%
VC = 220.00'
K = 59
V
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VC = 450.00'
K = 60
V
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1
1
.
0
9
+3.04%-1.00%
VC = 150.00'
K = 37
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND
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1
BEGIN PHASE I TEMPORARY PAVING
RECONSTRUCTION
STA 121+00.00 END PHASE I FULL
@ ℄ GLADE
(PHASE I)
PROPOSED GROUND
120+00
125+00
130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00
170+00
175+00
x
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x xxx
x
xx x
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x xx xxx xxxx xx x xx x xxxx x xxx x x x xxxx x x
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E
E
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
S
U
M
M
E
R
B
R
O
O
K
T
R
A
I
L
E
J
I
M
M
I
T
C
H
E
L
L
T
R
A
I
L
W
J
I
M
M
I
T
C
H
E
L
L
L
A
N
E
P
A
T
T
E
R
S
O
N
D
R
I
V
E
M
O
N
T
C
L
A
I
R
D
R
I
V
E
C
A
M
E
L
O
T
D
R
I
V
E
C
H
E
L
S
E
A
C
O
U
R
T
B
E
H
R
E
N
S
GLA DE ROA D
GLADE ROAD GLADE ROAD
595
600
605
610
615
620
625
630
635
640
645
650
590
595
600
605
610
615
620
625
630
635
640
645
650
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
P
O
O
L
R
D
PROPOSED CULVERT EXTENSION
6' SIDEWALK6' SIDEWALK
5' SIDEWALK
8' TRAIL8' TRAIL6' TRAIL8' TRAIL
6' SIDEWALK
8' TRAIL 6' TRAIL
OPTION 2
PHASE 2 - OPTION 2
OPT 2
5' SIDEWALK
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXISTING 10' TRAIL EXISTING 10' TRAIL
LEGEND
x
PROPOSED CURB & G UTT ER (240 LF)
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
PROPOSED CURB & G UT TER (650 LF)
WOOD FENCE
130 LF PROPOSED
BRICK FENCE
25 LF PROPOSED
FENCE AND RETAINING WALL
92 LF PROPOSED WOOD
CHAINLINK FENCE
200 LF PROPOSED
8' TRAIL
8' TRAIL8' TRAIL
T
R
A
I
L
B
E
L
D
O
N
B
I
L
L
S
I
M
M
O
N
S
R
O
A
D
5' SIDEWALK
8' TRAIL
GUTTER
CURB &RIBBON
CURB
GUTTER
CURB &RIBBON
CURB
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
121+00.00
625 625
630 630
620 620
121+50.00
625 625
630 630
620 620
122+00.00
625 625
630 630
620 620122+50.00
C-RDW-802-OPT 2-1
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
123+00.00
620 620
625 625
615 615
123+50.00
625 625
620 620
124+00.00
620 620
625 625
615 615
124+50.00
620 620
625 625
615 615
125+00.00
C-RDW-802-OPT 2-2
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
125+50.00
620 620
625 625
615 615126+00.00
620 620
625 625
615 615126+50.00
620 620
625 625
615 615
127+00.00
C-RDW-802-OPT 2-3
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
127+50.00
615 615
620 620
610 610
128+00.00
615 615
620 620
610 610
128+50.00
615 615
620 620
610 610
129+00.00
615 615
620 620
610 610
129+50.00
C-RDW-802-OPT 2-4
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
610 610130+00.00
615 615
620 620
610 610130+50.00
615 615
620 620
610 610
131+00.00
610 610
615 615
620 620
605 605
131+50.00
C-RDW-802-OPT 2-5
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
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P
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O
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A
S
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M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
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$
F
I L
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
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C
T
C
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L
L
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Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
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S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
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N
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S
T
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S
C
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P
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A
T
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N
P
H
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N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
132+00.00
610 610
615 615
620 620
625 625
605 605
132+50.00
610 610
615 615
620 620
625 625
605 605
133+00.00
C-RDW-802-OPT 2-6
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
133+50.00
610 610
615 615
605 605
134+00.00
605 605
610 610
615 615
600 600
134+50.00
605 605
610 610
600 600
135+00.00
C-RDW-802-OPT 2-7
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600135+50.00
605 605
610 610
600 600
136+00.00
600 600
605 605
610 610
595 595
136+50.00
600 600
605 605
595 595137+00.00
C-RDW-802-OPT 2-8
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
137+50.00
600 600
605 605
595 595
138+00.00
595 595
600 600
590 590
138+50.00
595 595
600 600
590 590
139+00.00
C-RDW-802-OPT 2-9
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590
139+50.00
595 595
600 600
590 590140+00.00
595 595
600 600
590 590
140+50.00
590 590
595 595
600 600
585 585
141+00.00
C-RDW-802-OPT 2-10
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
585 585
590 590
595 595
580 580
141+50.00
585 585
590 590
595 595
580 580
142+00.00
585 585
590 590
595 595
580 580
142+50.00
595 595
590 590
143+00.00
C-RDW-802-OPT 2-11
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590143+50.00
595 595
600 600
590 590
144+00.00
595 595
600 600
590 590
144+50.00
600 600
605 605
595 595145+00.00
C-RDW-802-OPT 2-12
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
145+50.00
605 605
600 600
146+00.00
605 605
610 610
600 600
146+50.00
605 605
610 610
600 600
147+00.00
C-RDW-802-OPT 2-13
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605147+50.00
610 610
615 615
605 605148+00.00
615 615
620 620
610 610148+50.00
615 615
620 620
610 610
149+00.00
C-RDW-802-OPT 2-14
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
615 615
149+50.00
620 620
625 625
615 615
150+00.00
625 625
630 630
620 620
150+50.00
625 625
630 630
620 620
151+00.00
C-RDW-802-OPT 2-15
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625151+50.00
630 630
635 635
625 625
152+00.00
630 630
635 635
640 640
625 625
152+50.00
630 630
635 635
640 640
625 625
153+00.00
C-RDW-802-OPT 2-16
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625
153+50.00
630 630
635 635
640 640
625 625
154+00.00
630 630
635 635
640 640
625 625
154+50.00
C-RDW-802-OPT 2-17
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
WE
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625155+00.00
630 630
635 635
640 640
625 625155+50.00
635 635
640 640
630 630
156+00.00
C-RDW-802-OPT 2-18
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
635 635
630 630
156+50.00
630 630
635 635
625 625
157+00.00
630 630
635 635
625 625
157+50.00
630 630
635 635
625 625
158+00.00
C-RDW-802-OPT 2-19
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625158+50.00
630 630
635 635
625 625
159+00.00
625 625
630 630
620 620
159+50.00
625 625
630 630
620 620160+00.00
C-RDW-802-OPT 2-20
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620160+50.00
625 625
630 630
620 620
161+00.00
625 625
620 620
161+50.00
620 620
625 625
615 615
162+00.00
C-RDW-802-OPT 2-21
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615162+50.00
620 620
625 625
615 615163+00.00
620 620
625 625
615 615
163+50.00
620 620
625 625
615 615164+00.00
C-RDW-802-OPT 2-22
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
625 625
610 610
164+50.00
615 615
620 620
625 625
610 610
165+00.00
615 615
620 620
610 610
165+50.00
610 610
615 615
620 620
605 605
166+00.00
C-RDW-802-OPT 2-23
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605166+50.00
605 605
610 610
615 615
600 600
167+00.00
605 605
610 610
615 615
600 600167+50.00
605 605
610 610
600 600168+00.00
C-RDW-802-OPT 2-24
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
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M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
168+50.00
600 600
605 605
610 610
595 595
169+00.00
600 600
605 605
610 610
595 595
169+50.00
600 600
605 605
595 595
170+00.00
C-RDW-802-OPT 2-25
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
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J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
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Y
S
T
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M
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C
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A
T
I O
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P
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
170+50.00
605 605
610 610
600 600
171+00.00
605 605
610 610
600 600
171+50.00
605 605
610 610
600 600
172+00.00
C-RDW-802-OPT 2-26
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
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C
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C
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L
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V
I L
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,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
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M
S
C
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P
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:
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1
7
-
3
3
9
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8
9
5
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F
A
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:
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1
7
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3
6
-
2
2
4
7
5
0
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7
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S
T
R
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1" = 10'
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E
X
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T
F
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X
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T
F
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N
C
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E
X
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T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
615 615
600 600
172+50.00
610 610
615 615
605 605
173+00.00
610 610
615 615
620 620
605 605
173+50.00
C-RDW-802-OPT 2-27
P
R
O
P
R
O
W
P
R
O
P
R
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W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
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E
V
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:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
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$
$
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P202130124
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KAB
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$DATE$
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GLADE ROAD
CROSS SECTIONS
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1
1
0
0
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6
1
0
2
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7
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6
-
2
2
4
7
5
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T
H
S
T
R
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E
T
1" = 10'
E
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T
R
O
W
E
X
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T
R
O
W
E
X
I S
T
F
E
N
C
E
E
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T
R
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E
X
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T
R
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E
X
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T
F
E
N
C
E
E
X
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T
R
O
W
E
X
I S
T
R
O
W
E
X
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T
F
E
N
C
E
E
X
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T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
174+00.00
605 605
610 610
615 615
620 620
600 600
174+50.00
605 605
610 610
615 615
620 620
600 600
175+00.00
610 610
615 615
605 605
175+50.00
C-RDW-802-OPT 2-28
TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED PERMANENT SIDEWALK ESMT.
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
V
P
I
1
2
2
+
0
2
.
8
6
E
L
6
2
4
.
4
0
-0.58%-1.05%
VC = 100.00'
K = 213
V
P
I
1
3
1
+
5
2
.
0
3
E
L
6
1
4
.
4
4
-1.05%-2.35%
VC = 121.00'
K = 93
V
P
I
1
3
5
+
2
6
.
4
7
E
L
6
0
5
.
6
5
-2.35%
-3
.20%
VC = 100.00'
K = 118
V
P
I
1
3
7
+
2
4
.
8
5
E
L
5
9
9
.
3
0
-3
.20%
-2.07%
VC = 100.00'
K = 89
V
P
I
1
4
2
+
5
6
.
2
5
E
L
5
8
8
.
2
8
-2.07%+4.30%
VC = 400.00'
K = 63
V
P
I
1
4
7
+
3
4
.
7
2
E
L
6
0
8
.
8
5
+4.30%+4.77%
V
P
I
1
5
3
+
1
0
.
0
0
E
L
6
3
6
.
3
0
+4.77%-1.05%
VC = 340.00'
K = 58
V
P
I
1
5
7
+
2
8
.
9
2
E
L
6
3
1
.
9
0
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VC = 100.00'
K = 123
V
P
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1
6
1
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5
.
5
8
E
L
6
2
3
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VC = 121.00'
K = 109
V
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1
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5
.
5
8
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L
6
2
1
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7
7
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.
51%
VC = 220.00'
K = 59
V
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4
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1
5
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0
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VC = 450.00'
K = 60
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5
.
9
1
E
L
6
1
1
.
0
9
+3.04%-1.00%
VC = 150.00'
K = 37
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND
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1
BEGIN PHASE I TEMPORARY PAVING
RECONSTRUCTION
STA 121+00.00 END PHASE I FULL
@ ℄ GLADE
(PHASE I)
PROPOSED GROUND
120+00
125+00
130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00
170+00
175+00
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.
8
4
6
1
6
.
6
9
6
1
4
.
3
6
6
1
1
.
9
3
6
0
9
.
6
0
6
0
7
.
5
4
6
0
5
.
7
4
6
0
4
.
1
3
6
0
2
.
7
4
6
0
1
.
7
3
6
0
1
.
2
2
6
0
1
.
1
0
6
0
1
.
6
6
6
0
2
.
5
8
6
0
3
.
7
8
6
0
5
.
2
0
6
0
6
.
7
1
6
0
8
.
2
3
6
0
9
.
4
6
6
1
0
.
3
3
6
1
0
.
3
7
6
1
0
.
0
6
R
O
S
E
S
T
R
E
E
T
D
R
I
V
E
W
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
E
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
S
U
M
M
E
R
B
R
O
O
K
T
R
A
I
L
E
J
I
M
M
I
T
C
H
E
L
L
T
R
A
I
L
W
J
I
M
M
I
T
C
H
E
L
L
D
R
I
V
E
M
O
N
T
C
L
A
I
R
D
R
I
V
E
C
A
M
E
L
O
T
D
R
I
V
E
C
H
E
L
S
E
A
GLA DE ROA D
GLADE ROAD GLADE ROAD
595
600
605
610
615
620
625
630
635
640
645
650
590
595
600
605
610
615
620
625
630
635
640
645
650
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
P
O
O
L
R
D
6' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
8' TRAIL8' TRAIL
8' TRAIL
6' TRAIL8' TRAIL
8' TRAIL8' TRAIL
PROPOSED CULVERT EXTENSION
MAX HEIGHT = 2'
PROPOSED RETAINING WALL
PHASE 2 - OPTION 3
OPTION 3
T
R
A
I
L
B
E
L
D
O
N
OPT 3
MAX HEIGHT = 2'
PROPOSED RETAINING WALL
P
A
T
T
E
R
S
O
N
L
A
N
E
B
I
L
L
S
I
M
M
O
N
S
R
O
A
D
B
E
H
R
E
N
S
C
O
U
R
T
B
E
H
R
E
N
S
R
O
A
D
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXISTING 10' TRAIL
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
PROPOSED CURB & G UT TER (650 LF)
PROPOSED CURB & G UT TER (240 LF)
LEGEND
x
WOOD FENCE
130 LF PROPOSED
FENCE AND RETAINING WALL
130 LF PROPOSED WOOD CHAINLINK FENCE
200 LF PROPOSED
WOOD FENCE
132 LF PROPOSED
BRICK FENCE
25 LF PROPOSED
8' TRAIL8' TRAIL
GUTTER
CURB &RIBBON
CURB
GUTTER
CURB &RIBBON
CURB
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
625 625
630 630
620 620
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 3-1001010202030304040505060607070
625 625
630 630
620 620
121+00.00
625 625
630 630
620 620
121+50.00
625 625
630 630
620 620
122+00.00
625 625
630 630
620 620122+50.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
620 620
625 625
615 615
625 625
620 620
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 3-2001010202030304040505060607070
625 625
630 630
620 620
123+00.00
620 620
625 625
615 615
123+50.00
625 625
620 620
124+00.00
620 620
625 625
615 615
124+50.00
620 620
625 625
615 615
125+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
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W
E
X
I S
T
F
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N
C
E
E
X
I S
T
R
O
W
E
X
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T
R
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E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 3-3001010202030304040505060607070
620 620
625 625
615 615
125+50.00
620 620
625 625
615 615126+00.00
620 620
625 625
615 615126+50.00
620 620
625 625
615 615
127+00.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
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P
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P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
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R
A
T
I O
N
P
H
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N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
C-RDW-802-OPT 3-4001010202030304040505060607070
620 620
625 625
615 615
127+50.00
615 615
620 620
610 610
128+00.00
615 615
620 620
610 610
128+50.00
615 615
620 620
610 610
129+00.00
615 615
620 620
610 610
129+50.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
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T
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T
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E
X
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T
F
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C
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T
R
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X
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T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
610 610
615 615
620 620
610 610
615 615
620 620
610 610
610 610
615 615
620 620
605 605
C-RDW-802-OPT 3-5001010202030304040505060607070
615 615
620 620
610 610130+00.00
615 615
620 620
610 610130+50.00
615 615
620 620
610 610
131+00.00
610 610
615 615
620 620
605 605
131+50.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
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T
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O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
610 610
615 615
620 620
625 625
605 605
610 610
615 615
620 620
625 625
605 605
C-RDW-802-OPT 3-6001010202030304040505060607070
610 610
615 615
620 620
605 605
132+00.00
610 610
615 615
620 620
625 625
605 605
132+50.00
610 610
615 615
620 620
625 625
605 605
133+00.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
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T
A
N
T
S
-
F
-
3
5
5
7
T
R
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T
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M
S
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O
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A
T
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P
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E
:
8
1
7
-
3
3
9
-
8
9
5
0
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A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
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E
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T
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T
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T
F
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C
E
E
X
I S
T
R
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W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
610 610
615 615
605 605
605 605
610 610
615 615
600 600
605 605
610 610
600 600
C-RDW-802-OPT 3-7001010202030304040505060607070
610 610
615 615
605 605
133+50.00
610 610
615 615
605 605
134+00.00
605 605
610 610
615 615
600 600
134+50.00
605 605
610 610
600 600
135+00.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
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J
E
C
T
C
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L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
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T
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M
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P
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:
8
1
7
-
3
3
9
-
8
9
5
0
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A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
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N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
605 605
610 610
600 600
600 600
605 605
610 610
595 595
600 600
605 605
595 595
C-RDW-802-OPT 3-8001010202030304040505060607070
605 605
610 610
600 600135+50.00
605 605
610 610
600 600
136+00.00
600 600
605 605
610 610
595 595
136+50.00
600 600
605 605
595 595137+00.00
P
R
O
P
R
O
W
P
R
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P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
600 600
605 605
595 595
595 595
600 600
590 590
595 595
600 600
590 590
C-RDW-802-OPT 3-9001010202030304040505060607070
600 600
605 605
595 595
137+50.00
600 600
605 605
595 595
138+00.00
600 600
605 605
595 595
138+50.00
595 595
600 600
590 590
139+00.00
P
R
O
P
R
O
W
E
A
S
E
M
E
N
T
T
E
M
P
C
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N
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T
P
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P
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M
E
N
T
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M
P
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S
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E
A
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M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
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A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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A
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S
-
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3
5
5
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P
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:
8
1
7
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3
3
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8
9
5
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
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T
R
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W
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X
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T
R
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X
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T
F
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C
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T
F
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N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
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N
C
E
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X
I S
T
R
O
W
E
X
I S
T
R
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W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590
595 595
600 600
590 590
595 595
600 600
590 590
590 590
595 595
600 600
585 585
C-RDW-802-OPT 3-10001010202030304040505060607070
595 595
600 600
590 590
139+50.00
595 595
600 600
590 590140+00.00
595 595
600 600
590 590
140+50.00
590 590
595 595
600 600
585 585
141+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
E
A
S
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M
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N
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M
P
C
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N
S
T
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A
S
E
M
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N
T
T
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M
P
C
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N
S
T
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A
S
E
M
E
N
T
T
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P
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N
S
T
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
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J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
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R
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T
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P
O
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P
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:
8
1
7
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3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
585 585
590 590
595 595
580 580
585 585
590 590
595 595
580 580
585 585
590 590
595 595
580 580
595 595
590 590
C-RDW-802-OPT 3-11001010202030304040505060607070
585 585
590 590
595 595
580 580
141+50.00
585 585
590 590
595 595
580 580
142+00.00
585 585
590 590
595 595
580 580
142+50.00
595 595
590 590
143+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
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K
D
A
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E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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O
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C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
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S
T
E
M
S
C
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O
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A
T
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P
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E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
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F
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N
C
E
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T
F
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C
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X
I S
T
F
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N
C
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E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
595 595
600 600
590 590
595 595
600 600
590 590
595 595
600 600
590 590
600 600
605 605
595 595
C-RDW-802-OPT 3-12001010202030304040505060607070
595 595
600 600
590 590143+50.00
595 595
600 600
590 590
144+00.00
595 595
600 600
590 590
144+50.00
600 600
605 605
595 595145+00.00
E
A
S
E
M
E
N
T
P
E
R
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S
D
W
L
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SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
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R
P
O
R
A
T
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P
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E
:
8
1
7
-
3
3
9
-
8
9
5
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
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X
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T
F
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N
C
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X
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W
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W
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T
R
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E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
605 605
600 600
605 605
610 610
600 600
605 605
610 610
600 600
C-RDW-802-OPT 3-13001010202030304040505060607070
600 600
605 605
595 595
145+50.00
605 605
600 600
146+00.00
605 605
610 610
600 600
146+50.00
610 610
615 615
605 605
147+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
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U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
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T
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M
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O
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A
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P
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:
8
1
7
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3
3
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-
8
9
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:
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1
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3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
610 610
615 615
605 605
615 615
620 620
610 610
615 615
620 620
610 610
C-RDW-802-OPT 3-14001010202030304040505060607070
610 610
615 615
605 605147+50.00
610 610
615 615
605 605148+00.00
615 615
620 620
610 610148+50.00
615 615
620 620
610 610
149+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
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P
R
O
J
E
C
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C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
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A
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S
T
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M
S
C
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P
O
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A
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P
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:
8
1
7
-
3
3
9
-
8
9
5
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A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
615 615
620 620
625 625
615 615
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 3-15001010202030304040505060607070
620 620
615 615
149+50.00
620 620
625 625
615 615
150+00.00
625 625
630 630
620 620
150+50.00
625 625
630 630
620 620
151+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
R
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T
R
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E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625
630 630
635 635
625 625
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
C-RDW-802-OPT 3-16001010202030304040505060607070
630 630
635 635
625 625151+50.00
630 630
635 635
625 625
152+00.00
630 630
635 635
640 640
625 625
152+50.00
630 630
635 635
640 640
625 625
153+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
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S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
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U
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T
A
N
T
S
-
F
-
3
5
5
7
T
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P
O
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A
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N
P
H
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E
:
8
1
7
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3
3
9
-
8
9
5
0
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A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
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C
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E
X
I S
T
R
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X
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T
R
O
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X
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T
F
E
N
C
E
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X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
C-RDW-802-OPT 3-17001010202030304040505060607070
630 630
635 635
640 640
625 625
153+50.00
630 630
635 635
640 640
625 625
154+00.00
630 630
635 635
640 640
625 625
154+50.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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A
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-
3
5
5
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:
8
1
7
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3
3
9
-
8
9
5
0
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A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
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T
R
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W
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X
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T
R
O
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E
X
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T
F
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N
C
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E
X
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T
R
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W
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X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
640 640
625 625
630 630
635 635
640 640
625 625
635 635
640 640
630 630
C-RDW-802-OPT 3-18001010202030304040505060607070
630 630
635 635
640 640
625 625155+00.00
630 630
635 635
640 640
625 625155+50.00
635 635
640 640
630 630
156+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
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R
$
$
T
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E
$
-
-
$
F
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E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
D
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C
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,
T
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GLADE ROAD
CROSS SECTIONS
S
U
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1
1
0
0
F
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W
O
R
T
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,
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7
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0
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:
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1
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8
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:
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1
7
-
3
3
6
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2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
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E
T
1" = 10'
E
X
I S
T
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W
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X
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T
R
O
W
E
X
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T
R
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T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
635 635
630 630
630 630
635 635
625 625
630 630
635 635
625 625
630 630
635 635
625 625
C-RDW-802-OPT 3-19001010202030304040505060607070
635 635
630 630
156+50.00
630 630
635 635
625 625
157+00.00
630 630
635 635
625 625
157+50.00
630 630
635 635
625 625
158+00.00
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
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A
D
P
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C
T
C
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L
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Y
V
I L
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,
T
X
P
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A
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I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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-
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3
5
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:
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3
3
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:
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3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
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F
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N
C
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E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
630 630
635 635
625 625
630 630
635 635
625 625
625 625
630 630
620 620
625 625
630 630
620 620
C-RDW-802-OPT 3-20001010202030304040505060607070
630 630
635 635
625 625158+50.00
630 630
635 635
625 625
159+00.00
625 625
630 630
620 620
159+50.00
625 625
630 630
620 620160+00.00
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
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R
$
$
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E
$
-
-
$
F
I L
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L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
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,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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A
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-
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3
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:
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3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
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T
R
E
E
T
1" = 10'
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X
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X
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T
F
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F
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C
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X
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T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
625 625
630 630
620 620
625 625
630 630
620 620
625 625
620 620
620 620
625 625
615 615
C-RDW-802-OPT 3-21001010202030304040505060607070
625 625
630 630
620 620160+50.00
625 625
630 630
620 620
161+00.00
625 625
620 620
161+50.00
620 620
625 625
615 615
162+00.00
P
R
O
P
R
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E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
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R
O
A
D
P
R
O
J
E
C
T
C
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L
L
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Y
V
I L
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,
T
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A
S
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I
GLADE ROAD
CROSS SECTIONS
S
U
I T
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1
1
0
0
F
O
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T
W
O
R
T
H
,
T
X
7
6
1
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:
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:
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7
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3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'E
X
I S
T
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F
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X
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T
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O
W
00 1010 2020 3030 4040 5050 6060 7070
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
620 620
625 625
615 615
C-RDW-802-OPT 3-22001010202030304040505060607070
620 620
625 625
615 615162+50.00
620 620
625 625
615 615163+00.00
620 620
625 625
615 615
163+50.00
620 620
625 625
615 615164+00.00
T
E
M
P
C
O
N
S
T
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A
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N
T
T
E
M
P
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S
T
E
A
S
E
M
E
N
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
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R
$
$
T
I M
E
$
-
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$
F
I L
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L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
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D
P
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C
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V
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,
T
X
P
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A
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GLADE ROAD
CROSS SECTIONS
S
U
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1
1
0
0
F
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W
O
R
T
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,
T
X
7
6
1
0
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6
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2
2
4
7
5
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W
.
7
T
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T
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1" = 10'
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X
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X
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F
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N
C
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X
I S
T
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F
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X
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T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
615 615
620 620
625 625
610 610
615 615
620 620
625 625
610 610
615 615
620 620
610 610
610 610
615 615
620 620
605 605
C-RDW-802-OPT 3-23001010202030304040505060607070
615 615
620 620
625 625
610 610
164+50.00
615 615
620 620
625 625
610 610
165+00.00
615 615
620 620
610 610
165+50.00
610 610
615 615
620 620
605 605
166+00.00
E
A
S
E
M
E
N
T
P
E
R
M
S
D
W
L
K
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
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D
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S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
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$
$
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$
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$
F
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$
P202130124
JWZ
KAB
CGG
$DATE$
G
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E
,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
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E
1
1
0
0
F
O
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T
W
O
R
T
H
,
T
X
7
6
1
0
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C
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6
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2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
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X
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T
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T
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X
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T
F
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X
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T
F
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C
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00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
605 605
605 605
610 610
615 615
600 600
605 605
610 610
615 615
600 600
605 605
610 610
600 600
C-RDW-802-OPT 3-24001010202030304040505060607070
610 610
615 615
605 605166+50.00
605 605
610 610
615 615
600 600
167+00.00
605 605
610 610
615 615
600 600167+50.00
605 605
610 610
600 600168+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
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D
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S
C
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T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
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R
$
$
T
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$
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$
F
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$
P202130124
JWZ
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$DATE$
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P
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GLADE ROAD
CROSS SECTIONS
S
U
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1
1
0
0
F
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O
R
T
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,
T
X
7
6
1
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-
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3
5
5
7
T
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N
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Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
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E
X
I S
T
R
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X
I S
T
F
E
N
C
E
E
X
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T
R
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T
R
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E
X
I S
T
F
E
N
C
E
E
X
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T
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E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
600 600
600 600
605 605
610 610
595 595
600 600
605 605
610 610
595 595
600 600
605 605
595 595
C-RDW-802-OPT 3-25001010202030304040505060607070
605 605
610 610
600 600
168+50.00
600 600
605 605
610 610
595 595
169+00.00
600 600
605 605
610 610
595 595
169+50.00
600 600
605 605
595 595
170+00.00
E
A
S
E
M
E
N
T
T
E
M
P
C
O
N
S
T
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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A
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A
D
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E
C
T
C
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L
L
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Y
V
I L
L
E
,
T
X
P
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A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
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N
S
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T
A
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T
S
-
F
-
3
5
5
7
T
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:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
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T
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X
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X
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T
F
E
N
C
E
E
X
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T
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X
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T
R
O
W
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
600 600
605 605
595 595
605 605
610 610
600 600
605 605
610 610
600 600
605 605
610 610
600 600
C-RDW-802-OPT 3-26001010202030304040505060607070
600 600
605 605
595 595
170+50.00
605 605
610 610
600 600
171+00.00
605 605
610 610
600 600
171+50.00
605 605
610 610
600 600
172+00.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
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E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
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C
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C
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L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
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P
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P
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E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
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:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
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T
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X
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T
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E
X
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T
F
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C
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X
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T
R
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E
X
I S
T
R
O
W
E
X
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T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
605 605
610 610
615 615
600 600
610 610
615 615
605 605
610 610
615 615
620 620
605 605
C-RDW-802-OPT 3-27001010202030304040505060607070
605 605
610 610
615 615
600 600
172+50.00
610 610
615 615
605 605
173+00.00
610 610
615 615
620 620
605 605
173+50.00
P
R
O
P
R
O
W
P
R
O
P
R
O
W
SHEET NO.
SHEET TITLE:
PROJ NO:
SCALE:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
R
E
V
I S
I O
N
S
:
M
A
R
K
D
A
T
E
D
E
S
C
R
I P
T
I O
N
C
O
N
S
U
L
T
A
N
T
S
:
IF THIS DRAWING IS LESS THAN 22" X 34" IT IS A REDUCED SIZE DRAWING
$
D
A
T
E
$
$
U
S
E
R
$
$
T
I M
E
$
-
-
$
F
I L
E
L
$
P202130124
JWZ
KAB
CGG
$DATE$
G
L
A
D
E
R
O
A
D
P
R
O
J
E
C
T
C
O
L
L
E
Y
V
I L
L
E
,
T
X
P
H
A
S
E
I
GLADE ROAD
CROSS SECTIONS
S
U
I T
E
1
1
0
0
F
O
R
T
W
O
R
T
H
,
T
X
7
6
1
0
2
C
O
N
S
U
L
T
A
N
T
S
-
F
-
3
5
5
7
T
R
A
N
S
Y
S
T
E
M
S
C
O
R
P
O
R
A
T
I O
N
P
H
O
N
E
:
8
1
7
-
3
3
9
-
8
9
5
0
F
A
X
:
8
1
7
-
3
3
6
-
2
2
4
7
5
0
0
W
.
7
T
H
S
T
R
E
E
T
1" = 10'
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
R
O
W
E
X
I S
T
F
E
N
C
E
E
X
I S
T
F
E
N
C
E
00 1010 2020 3030 4040 5050 6060 7070
610 610
615 615
620 620
605 605
605 605
610 610
615 615
620 620
600 600
605 605
610 610
615 615
620 620
600 600
610 610
615 615
605 605
C-RDW-802-OPT 3-28001010202030304040505060607070
610 610
615 615
620 620
605 605
174+00.00
605 605
610 610
615 615
620 620
600 600
174+50.00
605 605
610 610
615 615
620 620
600 600
175+00.00
610 610
615 615
605 605
175+50.00
TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED PERMANENT SIDEWALK ESMT.
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
V
P
I
1
2
3
+
3
0
.
0
0
E
L
6
2
1
.
5
0
-1.49%-0.89%
V
P
I
1
2
5
+
0
0
.
0
0
E
L
6
1
9
.
9
8
-0.89%-1.41%
VC = 100.00'
K = 194
V
P
I
1
2
6
+
8
0
.
0
0
E
L
6
1
7
.
4
5
-1.41%-0.87%
VC = 100.00'
K = 186
V
P
I
1
2
8
+
0
0
.
0
0
E
L
6
1
6
.
4
0
-0.87%-1.15%
VC = 100.00'
K = 358
V
P
I
1
3
2
+
0
0
.
0
0
E
L
6
1
1
.
8
0
-1.15%-2.62%
VC = 200.00'
K = 136
V
P
I
1
3
7
+
8
0
.
0
0
E
L
5
9
6
.
5
8
-2.62%-1.51%
VC = 100.00'
K = 90
V
P
I
1
4
2
+
8
5
.
0
0
E
L
5
8
8
.
9
5
-1.51%+4.11%
VC = 360.00'
K = 64
V
P
I
1
4
8
+
6
2
.
9
3
E
L
6
1
2
.
7
2
+4.11%+5.01%
VC = 100.00'
K = 112
V
P
I
1
5
3
+
3
5
.
0
0
E
L
6
3
6
.
3
5
+5.01%-1.70%
VC = 450.00'
K = 67
V
P
I
1
6
1
+
9
0
.
0
0
E
L
6
2
1
.
8
1
-1.70%-0.77%
VC = 100.00'
K = 107
V
P
I
1
6
4
+
3
5
.
0
0
E
L
6
1
9
.
9
3
-0.77%
-4
.
60%
VC = 170.00'
K = 44
V
P
I
1
6
9
+
2
5
.
0
0
E
L
5
9
7
.
3
7
-4
.
60%+2.86%
VC = 475.00'
K = 64
V
P
I
1
7
4
+
1
0
.
0
0
E
L
6
1
1
.
2
4
+2.86%-1.30%
VC = 180.00'
K = 43
E
L
6
2
0
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4
3
V
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1
2
4
+
5
0
.
0
0
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6
1
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.
2
8
V
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1
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0
.
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1
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.
1
5
V
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1
2
6
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3
0
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6
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0
1
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6
1
6
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8
4
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1
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8
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1
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3
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6
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6
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0
7
V
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9
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S
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1
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M
A
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C
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T
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N
G
E
L
E
V
A
T
I
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N
B
E
G
I
N
F
U
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L
R
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S
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6
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8
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S
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M
A
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V
A
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O
N
E
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D
C
O
N
S
T
R
U
C
T
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@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND TEMPORARY PAVING
BEGIN PHASE I
RECONSTRUCTION
END PHASE I FULL
STA 121+00.00
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
PROPOSED GROUND (PHASE I)
@ ℄ GLADE
PROPOSED GROUND (PHASE I)
xxxxx
x x x x x xxxx x x
xx
x
xxx
x
xx
x x
x
x x x xxx x x
xxx
x x xxxxx
x x
x
xx
x xxxxxxx
x
x x
x
x
6
2
3
.
9
1
6
2
3
.
1
5
6
2
2
.
4
2
6
2
1
.
6
4
6
2
1
.
0
0
6
2
0
.
5
4
6
2
0
.
0
9
6
1
9
.
5
9
6
1
9
.
0
8
6
1
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3
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND
E
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N
BEGIN PHASE I TEMPORARY PAVING
RECONSTRUCTION
STA 121+00.00 END PHASE I FULL
@ ℄ GLADE
(PHASE I)
PROPOSED GROUND
V
P
I
1
2
5
+
0
0
.
0
0
E
L
6
1
9
.
9
8
VC = 100.00
VC = 100.00
V
P
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1
2
8
+
0
0
.
0
0
E
L
6
1
6
.
4
0
VC = 100.00
V
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1
3
2
+
0
0
.
0
0
E
L
6
1
1
.
8
0
VC = 200.00
VC = 100.00 VC = 385.00
VC = 100.00
V
P
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1
5
3
+
0
0
.
0
0
E
L
6
3
6
.
4
8
VC = 340.00
V
P
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1
5
7
+
3
0
.
0
0
E
L
6
3
2
.
0
5
VC = 150.00
VC = 150.00
V
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1
6
3
+
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0
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0
0
E
L
6
2
2
.
0
3
VC = 220.00
VC = 480.00
V
P
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1
7
3
+
9
5
.
0
0
E
L
6
1
0
.
9
5
VC = 150.00
-0.89%-1.49%
-0.89%-1.41%-1.15%
-2.62%
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.
51%
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.
51%+3.04%
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6
2
2
.
9
9
V
P
I
1
6
1
+
9
5
.
0
0
E
L
6
2
2
.
6
0
V
P
C
1
6
2
+
7
0
.
0
0
E
L
6
1
7
.
0
7
V
P
T
1
6
4
+
9
0
.
0
0
E
L
6
0
7
.
8
0
V
P
C
1
6
6
+
9
5
.
5
5
E
L
6
0
4
.
2
8
V
P
T
1
7
1
+
7
5
.
5
5
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L
5
9
6
.
9
8
V
P
I
1
6
9
+
3
5
.
5
5
E
L
6
0
8
.
6
7
V
P
C
1
7
3
+
2
0
.
0
0
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L
6
1
0
.
2
9
V
P
T
1
7
4
+
7
0
.
0
0
R
O
S
E
S
T
R
E
E
T
D
R
I
V
E
W
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
E
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
S
U
M
M
E
R
B
R
O
O
K
T
R
A
I
L
E
J
I
M
M
I
T
C
H
E
L
L
T
R
A
I
L
W
J
I
M
M
I
T
C
H
E
L
L
D
R
I
V
E
M
O
N
T
C
L
A
I
R
D
R
I
V
E
C
A
M
E
L
O
T
D
R
I
V
E
C
H
E
L
S
E
A
GLA DE ROA D
GLADE ROAD
GLADE ROAD
595
600
605
610
615
620
625
630
635
640
645
650
590
595
600
605
610
615
620
625
630
635
640
645
650
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
P
O
O
L
R
D
6' SIDEWALK
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
8' TRAIL8' TRAIL
8' TRAIL
6' TRAIL8' TRAIL
8' TRAIL8' TRAIL
PROPOSED CULVERT EXTENSION
MAX HEIGHT = 2'
PROPOSED RETAINING WALL
PHASE 2 - OPTION 4
OPTION 4
T
R
A
I
L
B
E
L
D
O
N
OPT 4 P
A
T
T
E
R
S
O
N
L
A
N
E
B
I
L
L
S
I
M
M
O
N
S
R
O
A
D
B
E
H
R
E
N
S
C
O
U
R
T
B
E
H
R
E
N
S
R
O
A
D
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXISTING 10' TRAIL
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
PROPOSED CURB & G UT TER (650 LF)
PROPOSED CURB & G UT TER (240 LF)
LEGEND
x
CHAINLINK FENCE
200 LF PROPOSED
WOOD FENCE
132 LF PROPOSED
BRICK FENCE
25 LF PROPOSED
8' TRAIL8' TRAIL
GUTTER
CURB &RIBBON
CURB
GUTTER
CURB &RIBBON
CURB
GUTTER
CURB &RIBBON
CURB
CURB
RIBBONCURB &
GUTTER
MAX HEIGHT = 2'
PROPOSED RETAINING WALL
6' TRAIL
TREE REMOVAL
LIMITS OF CONSTRUCTION
PROPOSED ROW
PROPOSED CONSTRUCTION ESMT.
PROPOSED SIDEWALK/TRAIL
PROPOSED ROADWAY/DRIVEWAY
V
P
I
1
2
2
+
0
2
.
8
6
E
L
6
2
4
.
4
0
-0.58%-1.05%
VC = 100.00'
K = 213
V
P
I
1
3
1
+
5
2
.
0
3
E
L
6
1
4
.
4
4
-1.05%-2.35%
VC = 121.00'
K = 93
V
P
I
1
3
5
+
2
6
.
4
7
E
L
6
0
5
.
6
5
-2.35%
-3.20%
VC = 100.00'
K = 118
V
P
I
1
3
7
+
2
4
.
8
5
E
L
5
9
9
.
3
0
-3.20%
-2.07%
VC = 100.00'
K = 89
V
P
I
1
4
2
+
5
6
.
2
5
E
L
5
8
8
.
2
8
-2.07%+4.30%
VC = 400.00'
K = 63
V
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1
4
7
+
3
4
.
7
2
E
L
6
0
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.
8
5
+4.30%+4.77%
V
P
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1
5
3
+
1
0
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0
0
E
L
6
3
6
.
3
0
+4.77%-1.05%
VC = 340.00'
K = 58
V
P
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1
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7
+
2
8
.
9
2
E
L
6
3
1
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9
0
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VC = 100.00'
K = 123
V
P
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1
6
1
+
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5
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5
8
E
L
6
2
3
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-1.86%-0.75%
VC = 121.00'
K = 109
V
P
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1
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5
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5
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L
6
2
1
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51%
VC = 220.00'
K = 59
V
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VC = 450.00'
K = 60
V
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5
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9
1
E
L
6
1
1
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+3.04%-1.00%
VC = 150.00'
K = 37
TEMPORARY PAVING
END PHASE I
STA 123+17.00
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND @ ℄ GLADE
PROPOSED GROUND
@ ℄ GLADE
EXISTING GROUND
@ ℄ GLADE
PROPOSED GROUND
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1
BEGIN PHASE I TEMPORARY PAVING
RECONSTRUCTION
STA 121+00.00 END PHASE I FULL
@ ℄ GLADE
(PHASE I)
PROPOSED GROUND
120+00
125+00
130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00
170+00
175+00
x
xxxxxx
x xxx
x
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x
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0
7
.
5
4
6
0
5
.
7
4
6
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4
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2
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7
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1
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7
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1
0
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6
6
6
0
2
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3
.
7
8
6
0
5
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2
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6
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6
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8
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2
3
6
0
9
.
4
6
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1
0
.
3
3
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3
7
6
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6
R
O
S
E
S
T
R
E
E
T
D
R
I
V
E
W
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I V
E
E
C
R
A
N
B
R
O
O
K
GLADE ROAD
D
R
I
V
E
S
U
M
M
E
R
B
R
O
O
K
T
R
A
I
L
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J
I
M
M
I
T
C
H
E
L
L
T
R
A
I
L
W
J
I
M
M
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C
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L
D
R
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M
O
N
T
C
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A
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R
D
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C
A
M
E
L
O
T
D
R
I
V
E
C
H
E
L
S
E
A
GLA DE ROA D
GLADE ROAD GLADE ROAD
595
600
605
610
615
620
625
630
635
640
645
650
590
595
600
605
610
615
620
625
630
635
640
645
650
121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00
585
50 1500100
SCALE FEET
HOR 1"=50'
PHASE 2
PHASE 1
P
O
O
L
R
D
5' SIDEWALK
PHASE 2 - OPTION 5
OPTION 5
T
R
A
I L
B
E
L
D
O
N
OPT 5 P
A
T
T
E
R
S
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L
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B
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L
L
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C
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B
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H
R
E
N
S
R
O
A
D
EXISTING 5' SIDEWALK
EXISTING 5' SIDEWALK EXISTING 5' SIDEWALK
EXISTING 10' TRAIL
TO REMAIN
EXISTING CURB & GUTTER
TO REMAIN
EXISTING CURB & GUTTER
RIBBON
CURB
GUTTER
CURB &RIBBON
CURB
EXISTING 4' SIDEWALK
5' SIDEWALK
EX. CURB
& GUTTER
EXISTING 4' SIDEWALK EXISTING 4' SIDEWALK
EXISTING 4' SIDEWALK EXISTING 4' SIDEWALK EXISTING 4' SIDEWALK
LEGEND
x
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4 Option 5
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36
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Option 5 $157,151
Op
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