2-02 - ITB 2026-005 Plans.pdf
PDF 12 MB Posted
- Attached to
- ITB 2026-005 Old Town 116 S. Warren Parking Lot
- Solicitation number
- ITB 2026-005
- Issued by
- Johnson County, Texas
About this file
This document is a set of construction plans for the Old Town 116 S. Warren Parking Lot project (Project No. ST2401) in Burleseson, Texas, prepared by Capital Engineering and issued in October 2025. The project encompasses the renovation of a 1,100 square-yard asphalt parking lot along with associated site improvements including irrigation, landscaping, and a partially enclosed trash and UTV storage structure. The construction plans include comprehensive design details across multiple sheets: site plan, dimension control, demolition plan, grading plan, paving plan with specifications for concrete pavement joints and reinforcement, foundation and enclosure details, roof framing specifications for the storage structure using light-gauge galvanized steel, landscape plan with tree protection requirements, irrigation plan, and electrical illumination plans with pole coordinates and cable specifications. The demolition scope includes removal of 518 square yards of concrete pavement, 130 square yards of asphalt pavement and concrete ribbon, existing shrubbery, with salvage and reuse of concrete wheel stops. The project requires protection of existing trees, including a pecan tree and yellow yucca plants, with orange barrier fencing maintained at a radius of one foot per inch of trunk diameter. The expected project duration is ninety calendar days, and contractors must maintain access to the drive during construction activities.
The plans specify construction requirements including six to eight-inch concrete pavement with reinforcing steel, baker broom finish, running bond concrete masonry units with specific grout and mortar specifications, and light-gauge structural steel members formed from hot-dip galvanized steel conforming to ASTM A653 standards. The enclosure structure features concrete masonry walls with a bond beam, metal roof deck, and overhead doors. Site improvements include three illumination poles with capital series style luminaires, irrigation systems with controllers, and landscaping features. The project engineer of record is Travis Attanasio of Capital Engineering, located at 135 W. Ellison Street, Suite 109, Burleseon, Texas 76028, with contact phone (817) 426-9614. The project is sponsored by the City of Burleseon under Mayor Chris Fletcher and the city council. All construction must comply with utility notification requirements and project specifications as detailed across the comprehensive plan set.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 5-05 - ITB 2026-005 Pre-Bid Link.pdf | ||
| 4-04 - W9 Form.pdf | ||
| 3-06 - ITB 2026-005 Bid Opening Link.pdf | ||
| 6-01 - ITB 2026-005 Specifications Contract Documents.pdf | ||
| 1-03 - ITB 2026-005 Bid Sheet (REFERENCE ONLY).xlsx | XLSX spreadsheet |
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Text version
CONSTRUCTION PLANS FOR
OLD TOWN 116 S. WARREN
PARKING LOT
PROJECT NO. ST2401
CHRIS FLETCHER
MAYOR
VICTORIA JOHNSON
COUNCIL PLACE 1
PHIL ANDERSON
COUNCIL PLACE 2
ALEXA BOEDEKER
COUNCIL PLACE 3
LARRY SCOTT
COUNCIL PLACE 4
DAN McCLENDON
COUNCIL PLACE 5, MAYOR PRO TEM
ADAM RUSSELL
COUNCIL PLACE 6
LOCATION MAP
NOT TO SCALE
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Sheet List Table Sheet Number Sheet Title
C001 COVER SHEET
C002 GENERAL NOTES
C101 SITE PLAN
C102 DIMENSION CONTROL
C201 DEMOLITION PLAN
C301 GRADING PLAN
C401 PAVING PLAN
C402 PAVING DETAILS
C403 ENCLOSURE FOUNDATION & DETAILS
OCTOBER 2025
ENCLOSURE ROOF FRAMING & DETAILS
ENCLOSURE MISCELLANEOUS DETAILS
C404 C405
LANDSCAPE PLANC501
NOT USEDC502
C503 IRRIGATION PLAN
C601 LIGHTING PLAN
C602 ILLUMINATION DETAILS (1)
C603 ILLUMINATION DETAILS (2)
BU
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ON
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EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
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GENERAL NOTES
C002
OHE
OHE OHE OHE
OHE OHE
OHE
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PARKING
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SITE PLAN
C101
0 10
GRAPHIC SCALE IN FEET
20155
BU
RL
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ON
, T
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AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
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NOTE: CONTRACTOR TO MAINTAIN ACCESS TO DRIVE DURING CONSTRUCTION
OHE OHE OHE
OHE OHE
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OHE
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20.1
18.0
24.0
R4.0R4.0
R10.0 R10.0
R3.0
R3.0
R10.0
R5.0
R15.0
R5.0
R1 5.
R8.0
9.0
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18.0
28.7
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23.2
9.0
18.0
9.0
60.0000°
9.0
14.0
11.5
14.0 8.5
DIMENSION CONTROL
C102
0 10
GRAPHIC SCALE IN FEET
20155
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
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PROTECT EXISTING
PECAN TREE
OHE
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REMOVE 518 SY OF
CONCRETE PAVEMENT
REMOVE EXISTING
SHRUBBERY
REMOVE, SALVAGE,
AND REUSE CONC. WHEEL
STOPS
SAWCUT & REMOVE 130 SY OF ASPHALT
PAVEMENT AND CONCRETE RIBBON
4.0'
111.5'
12.0'
42.0'
5.2'
PROTECT EX. YELLOW
YUCCA
DEMOLITION PLAN
C201
0 10
GRAPHIC SCALE IN FEET
20155
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
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W
AR
RE
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PA
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IN
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LO
OHE OHE OHE
OHE OHE
OHE
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GRADING PLAN
C301
0 10
GRAPHIC SCALE IN FEET
20155
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
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RE
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PA
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OHE OHE OHE
OHE OHE
OHE
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PARKING
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PARKING
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OHE
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OHE OHE OHE
OHE OHE
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PAVING PLAN
C401
0 10
GRAPHIC SCALE IN FEET
20155
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
ES
ON
, T
EX
AS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
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PAVING DETAILS
C402
JOINT SPACING
PAVEMENT
THICKNESS SPACING
6" 7" 8"
10' 15' 15'
JOINT DEPTH
PAVEMENT
THICKNESS JOINT DEPTH
6" 1 1/2" 7" 1 3/4" 8" 2"
EXPANSION JOINT
SEE JOINT DETAIL BLOCKOUT FOR DRIVE APPROACH
BLOCKOUT FOR
INTERSECTION
EXPANSION JOINT
SEE JOINT DETAIL
CURB RETURN (TYP) BLOCKOUT FOR INLET
BACK OF CURB
BACK OF CURB
SAWED DUMMY JOINTS
SEE JOINT DETAIL
#4 BARS @ 24" C-C BOTH WAYS#5 X 30" BARS
@ 24" O.C.
BACK OF CURB
BACK OF CURB
SEE TRANSVERSE
JOINT SPACING SAWED DUMMY JOINT
LONGITUDINAL CONSTRUCTION BUTT JOINT
TRANSVERSE CONSTRUCTION
BUTT JOINT
#4 X 36" BARS @ 24" C-C
NOTES:
1. THE REINFORCING STEEL WILL EXTEND
THROUGH LONGITUDINAL CONSTRUCTION
BUTT, SAWED DUMMY AND TRANSVERSE
CONSTRUCTION BUTT JOINTS.
2. EXPANSION JOINT SPACING IS 600' AND
AT RADIUS RETURNS
3. FINISH IS BAKER BROOM FINISH
1/2" R.
6"
4" R
2" R.
6" (T
YP
T
PA
VE
M
EN
T
TH
IC
KN
ES
S
6"
4" R. 6" 3/8" R.
T
6"6"
2'-6"
1/2" R.
(T
YP
(TYP.)
2" R.
PAVEMENT
THICKNESS
3"
3"
3"
3"
3/8" R.
T
6"6"
2'
(TYP.)
PAVEMENT
THICKNESS
3/8" R.
2' -0
1'-6"
8"
2' -6
1'
-6
2" C
LE
AR
8' -6
" M
AX
8"x8" CONT. BOND BEAM
REINF. (2) #5 CONT.
8" CMU WALL REINF.
#5 VERTICAL IN GROUTED CELLS
CORNERS, ENDS, AND AT 32" O.C. MAX.
9 GA. LADDER TYPE REINF. @ 16"O.C.
#5 x 4'-0" TO MATCH
VERTICAL WALL REINF.
SLAB REINF.
# 4 @ 12" O.C.E.W.
FIN. FL. EL.
1' -6
GRADE BEAM REINFORCING:
(3)#6 TOP CONTINUOUS
(3)#6 BOTTOM CONTINUOUS
#3 @ 10" O.C.
DETAIL2
PERIMETER GRADE BEAM
SCALE: 3/4"=1'-0"
#4 X 1'-6" @ 12"O.C.
REFER TO
OVERHEAD
DOOR MFR.
FIN. FL. EL.
REFER TO 2/C403
FOR INFORMATION
NOT SHOWN
PAVING, REFER
TO CIVIL
DETAIL3
PERIMETER GRADE BEAM AT DOOR
SCALE: 3/4"=1'-0"
11 2"
8"
C403
C403
C403
C403
1' -9
1 2"
'-0
8" 8'
-0
1' -9
1 2"
14'-3"
'-3
14'-3"
SLOPE
SLOPE
C403
MASONRY NOTES
A. CONCRETE MASONRY UNITS: ASTM C 90, GRADE N-1, F'm = 1500 PSI
FOR LOAD BEARING UNITS.
ASTM C 129, TYPE 1 FOR NON-LOAD BEARING UNITS. PROVIDE
HOLLOW UNITS MADE FROM PORTLAND CEMENT AND LIGHTWEIGHT
AGGREGATE.
B. MORTAR SHALL BE PORTLAND-CEMENT-LIME MIXED PER THE
PROPORTION SPECIFICATION IN TABLE 1 OF ASTM C270. PROVIDE
TYPE S FOR ABOVE GRADE APPLICATIONS AND TYPE M FOR BELOW
GRADE APPLICATIONS.
C. GROUT SHALL BE MIXED PER THE PROPORTION SPECIFICATION FOR
COARSE GROUT IN TABLE 1 OF ASTM C476.
D. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE
VERTICAL COURSES.
(RUNNING BOND)
E. VERTICAL CELLS TO BE FILLED SHALL HAVE CLEAR, UNOBSTRUCTED
VERTICAL CELL OF
2" X 3" MINIMUM.
F. CELLS TO BE GROUTED SHALL BE FILLED SOLID. GROUT SHALL HAVE
MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
G. GROUT LIFTS SHALL NOT EXCEED 4 FEET IN HEIGHT. EACH LIFT
SHALL BE CONSOLIDATED PRIOR TO THE NEXT LIFT. GROUT POURS
SHALL NOT EXCEED 8 FEET IN HEIGHT.
H. VERTICAL REINFORCING BARS SHALL BE HELD IN POSITION UNTIL
GROUT IS SET. THE FIRST TWO CELLS AT CORNERS, ENDS OF
WALLS AND EDGE OF OPENINGS SHALL BE REINFORCED WITH 1 #5
AND GROUTED SOLID. (U.N.O.)
I. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL
CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO
SIX VERTICAL. THE DOWEL SHALL BE GROUTED INTO A CELL IN
VERTICAL ALIGNMENT EVEN THOUGH IT IS IN AN ADJACENT CELL TO
THE VERTICAL WALL REINFORCEMENT.
J. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
JOINTS SHALL BE 8" MIN. BEYOND THE OPENING OR IN THE MIDDLE OF
THE PIER BETWEEN THE TWO OPENINGS.
FACTORY FABRICATED
CORNER SECTION OF
HORIZONTAL JOINT
REINFORCEMENT
TYPICAL SPACING
CONCRETE MASONRY WALL
IN GROUTED CELLS @
VERTICAL REINFORCEMENT
VERTICAL CELLS TO BE REINFORCED
NOTE: REFER TO PLANS FOR ADDITIONAL
MASONRY CONTROL JOINT
1-#5 EACH CELL- PROVIDE
END WALL OR JAMB
C .J
JOINT REINFORCEMENT
VE
R
TI
C
AL
R
EI
N
FO
R
C
EM
EN
T
SE
E
SE
C
TI
O
N S
FO
R
T
YP
IC
AL
S
PA
C
IN
G F
O R
6" LAP
AND GROUTED.
M
IN6"
L
AP
CONTINUOUS HORIZONTAL
MIN
(GROUT REINF. CELLS FULL HEIGHT)
1-#5 EACH CELL- PROVIDE
#5 x 4'-0" DOWELS FROM GRADE BEAM
REINFORCEMENT CONT.
HORIZONTAL JOINT
B
AR
D
IA
M
ET
ER
S
LA
P
CONCRETE MASONRY
BOND BEAM TYP.
CONCRETE MASONRY
WALL BELOW
VERTICAL REINFORCEMENT
IN GROUTED CELLS.
BENT BARS, SAME SIZE
REINFORCEMENT
BARS AS HORIZONTAL
IN GROUTED CELLS.
VERTICAL REINFORCEMENT
HORIZONTAL BOND BEAM
REINFORCEMENT
DETAIL5
JOINT REINFORCEMENT AT WALL CORNER
SCALE: N.T.S.
DETAIL4
BOND BEAM REINFORCEMENT AT WALL CORNER
SCALE: N.T.S.
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
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PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
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PA
RK
IN
G
LO
T
SCALE: 1/2" = 1'-0"
FOUNDATION PLAN1
C403
C403
ENCLOSURE FOUNDATION & DETAILS
8"x8" CONT. BOND
BEAM, REINF. NOT
SHOWN FOR CLARITY
DETAIL4
COLUMN TO CMU CONNECTION
SCALE: 3/4"=1'-0"
1/8
1/8
COLUMN, REFER
TO PLAN
1/8 TYP.
COL. CAP
TO COL.
COLUMN, REFER
TO PLAN
BEAM, REFER
TO PLAN
DETAIL3
BEAM TO COLUMN
SCALE: 3/4"=1'-0"
1/8 TYP.
BEAM, REFER
TO PLAN
ROOF PURLIN,
REFER TO PLAN
ROOF DECK, REFER
TO PLAN NOTES
DETAIL2
BEAM TO COLUMN
SCALE: 3/4"=1'-0"
EP-1
CMU WALL, REFER TO
2/C403
91 2"
14'-3"
2"
C404
6x2x11GA
6x2x11GA
600S162-43 @ 3'-4"O.C.
1:12
8'-0" 5'-51 2"
9' -0
8"
4x4x11GA
EP-1
4x4x11GA
EP-1
4x4x11GA
EP-1
2"
1'-2"
4" 4"
'-9
1 2"
1' -9
1 2"
'-0
8" 8'
-0
1' -9
1 2"
OPEN TO
ABOVE
3/C404, TYP.
'-3
C404
TYP.
4x4x11GA
EP-1
'-3
ROOF FRAMING NOTES:
1. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL
DIMENSIONS AND ELEVATIONS PRIOR TO BEGINNING
CONSTRUCTION.
2. ROOF PURLINS SHALL BE PLACED IN CONFIGURATION SHOWN ON
THESE PLANS AND COORDINATION WITH THE ARCHITECTURAL
DETAILS AND ELEVATIONS.
3. PROVIDE 1-1/2" METAL DECKING 22 GAGE, TYPE "F" ROOF DECK
AS PER SDI SPECIFICATIONS (MINIMUM SECTION PROPERTIES
SHALL BE: Sp= IN^3/FT Sn= IN^3/FT Ip= IN^4/FT In= IN^4/FT).
4. ROOF DECK SHALL BE CONTINUOUS OVER THREE (3) SPANS
MINIMUM.PROVIDE LIGHT GAUGE STRUCTURAL MEMBERS AS
DETAILED OR NOTED ON PLAN OR IN SECTIONS AND DETAILS.
5. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM HOT-DIP
GALVANIZED STEEL, G-60 COATING, CONFORMING TO THE
REQUIREMENTS OF ASTM A653.
6. STRUCTURAL STEEL PLATES SHALL BE ASTM A572 GR 60.
7. ALL WELDS SHALL BE MADE USING E70 ELECTRODES.
8. HEADED STUDS (H.S.) SHALL HAVE MINIMUM Fy=92ksi
9. ALL JOIST MEMBERS 16 GAUGE AND HEAVIER SHALL BE FORMED
FROM STEEL CORRESPONDING TO A TYPE LISTED IN THE A.I.S.I.
"SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
STRUCTURAL MEMBERS WITH A MINIMUM YIELD STRENGTH OF 50
KSI UNLESS SPECIFICALLY NOTED OTHERWISE.
3/16 TYP.11
2" 11
2" 5"
11 2" 11 2"
5"
COLUMN, REFER
TO PLAN
1/2" PLATE W/ (4) 1/2" Ø x 6"
NELSON HEADED STUDS
EP-1
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
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-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
SCALE: 1/2" = 1'-0"
ROOF FRAMING PLAN1
C404
C403
ENCLOSURE ROOF FRAMING & DETAILS
C405
C405
9'-7" (+/-)
B.O. BEAM
8'-11" (+/-)
B.O. BEAM
8'-6" (+/-)
T.O. WALL
0'-11 2"
BRICK LEDGE
0'-0" F.F.
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
PROFILE1
C405 NTS - ILLUSTRATIVE/INFORMATIVE ONLY
C405
ENCLSOURE MISCELLANEOUS DETAILS
DOORS2
C405 NTS - ILLUSTRATIVE/INFORMATIVE ONLY
LATCHES/HINGES3
C405 NTS - ILLUSTRATIVE/INFORMATIVE ONLY
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
NO
PARKING
NO
PARKING
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH POH POH POH POH POH POH POH POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
Ex U
GE
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
Ca pi ta l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
LANDSCAPE PLAN
C601
0 10
GRAPHIC SCALE IN FEET
20155
PLANTING SCHEDULE
ORANGE PLASTIC BARRIER FENCE WITH STEEL
POSTS INSTALLED AT 8' O.C.
NOTES:
1. ORANGE BARRIER FENCING SHALL BE USED TO
PROTECT ALL EXISTING TREES AND ROOT ZONES.
2. FENCING SHALL CREATE A ZONE OF PROTECTION WITH
A MINIMUM RADIUS OF 1' FROM TREE TRUNK FOR EVERY
1" OF OF TRUNK DIAMETER (I.E. 12"DBH TREE=12' RADIUS
ROOT ZONE PROTECTION)
3. NO CONSTRUCTION MATERIALS OR DEBRIS SHALL BE
STORED INSIDE OF THE FENCING.
4. THE FENCING SHALL BE INSTALLED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION ACTIVITIES, AND
SHALL BE REMOVED WHEN CONSTRUCTION IS COMPLETE.
5. THE OWNER SHALL BE INFORMED IMMEDIATELY OF
ANY DAMAGE TO EXISTING TREES TO BE PRESERVED,
INCLUDING BARK AND BRANCH DAMAGE.
EXISTING TREE TO BE PROCTECTED
TREE PROTECTION DETAIL
10.03.25
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
NO
PARKING
NO
PARKING
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH POH POH POH POH POH POH POH POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
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POH
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POH
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POH
POH
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POH
POH
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POH
POH
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POH
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POH
POH
POH
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POH
POH
POH
POH
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POH
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POH
POH
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POH
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POH
POH
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POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH POH
POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
PO
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PO
H
PO
H
PO
H
PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
H
PO
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PO
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PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
H
PO
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PO
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PO
H
PO
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PO
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PO
H
PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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PO
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Ex U
GE
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
Ex UG Comm
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
IRRIGATION PLAN
C503
0 10
GRAPHIC SCALE IN FEET
20155
LEGEND
OHE OHE OHE
OHE OHE
OHE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
NO
PARKING
POH
POH
POH
POH
POH POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH
POH
POH
POH
POH
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
Ex UG Comm
Ex UG Comm
Ex UG Comm
OHE
OHE
OHE OHE OHE
OHE OHE
OHE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
O
HE
NO
PARKING
POH
POH
POH
POH
POH POH POH POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH
POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH POH
POH
POH
POH
POH
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
PO
H
Ex UG Comm
Ex UG Comm
Ex UG Comm
BU
RL
ES
ON
, T
EX
AS
Know what's below.
before you dig.Call
R
(@ least 48 hours prior to digging)
BENCHMARKS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
ILLUMINATION PLAN
C601
0 10
GRAPHIC SCALE IN FEET
20155
CABLE/WIRE INSIDE LUMINAIRE POLE (FEET)
POLE NUMBER NO. 8 XHHW BLACK NO. 8 XHHW WHITE
P-1 N/A N/A
P-2 30 30 P-3 30 30
TOTAL 60 60
NOTE: ALL LUMINAIRE POLES ARE CAPITAL SERIES STYLE
SUMMARY OF SIGNAL CONDUIT AND CABLES
RUN NO.
CONDUIT
#8 B
AR
E
G
RO
U N
D
#8
XH
HW
BL
AC
K
#8
XH
HW
W
HI
TESIZE LENGTH
(FT)
BORE (B)
TRENCH (T)EXIST. PROP.
R-1 1-2" 80 T 1 1 1 R-2 1-2" 90 T 1 1 1
NET ADDITIONAL CABLE TOTALS (LF) 170 170 170
CONDUIT TOTALS (LF)
2" TRENCH 170
2" BORE -
POLE COORDINATES
POLE NUMBER NORTHING EASTING
P-1 6882299.78 2330968.02 P-2 6882285.89 2331047.79 P-3 6882202.31 2331078.55
ES
ON
, T
EX
AS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
ILLUM. DETAILS (1)
C602
Davit Pole Base Detail
Foundation Orientation
Street Crossing Detail
Conduit Under Median
Davit Pole Detail
Bolt Cover Detail
Base Plate Detail
Transformer Base Detail
Overhead Electrical Service - Existing Utility Pole
Two Luminaires at End of Cable
Pole Mounted Lighting Controller
Two Luminaires at Location Along CableTypical Connections in Pole Base
Street Light Schematic Wiring Diagram
ES
ON
, T
EX
AS
W . E llis on
S tre et , S ui te
, B ur le so n, T
X
PM
: T ra vi s At ta na sio (8
) 4
-9 ta tta na sio bu rle so nt x.
co m
C ap ita l E ng in ee rin g
OL
D
TO
W
N
S.
W
AR
RE
N
PA
RK
IN
G
LO
T
ILLUM. DETAILS (2)
C603
| C001-COVR-ST2401-C001 COVER SHEET |
| Sheets and Views |
| C001 COVER SHEET |
| C002-NOTE-ST2401-C002 GENERAL NOTES |
| Sheets and Views |
| C002 GENERAL NOTES |
| C101-SITE-ST2401-C101 SITE PLAN |
| Sheets and Views |
| C101 SITE PLAN |
| C102-CNTL-ST2401-C102 DIMENSION CONTROL |
| Sheets and Views |
| C102 DIMENSION CONTROL |
| C201-DEMO-ST2401-C201 DEMOLITION PLAN |
| Sheets and Views |
| C201 DEMOLITION PLAN |
| C301-GRAD-ST2401-C301 GRADING PLAN |
| Sheets and Views |
| C301 GRADING PLAN |
| C401-PAVE-ST2401-C401 PAVING PLAN |
| Sheets and Views |
| C401 PAVING PLAN |
| C403 Dumpster & UTV Enclosure-C403 |
| Sheets and Views |
| C403 |
| C403 Dumpster & UTV Enclosure-C404 |
| Sheets and Views |
| C404 |
| C403 Dumpster & UTV Enclosure-C405 |
| Sheets and Views |
| C405 |
| C601-ELEC-ST2401-C501 ILLUMINATION PLAN |
| Sheets and Views |
| C501 ILLUMINATION PLAN |
| C602-ELEC-DETL-ST2401-C503 ILLUM. DETAILS (2) |
| Sheets and Views |
| C503 ILLUM. DETAILS (2) |
| C503-IRR-ST2401-C503 IRRIGATION-eco.pdf |
| Sheets and Views |
| C503 IRRIGATION |
| C402-PAVE-ST2401-C402 PAVING DETAILS (1).pdf |
| Sheets and Views |
| C402 PAVING DETAILS (1) |
| C402-PAVE-ST2401-C402 PAVING DETAILS (1).pdf |
| Sheets and Views |
| C402 PAVING DETAILS (1) |
| C503-IRR-ST2401-C503 IRRIGATION-eco.pdf |
| Sheets and Views |
| C503 IRRIGATION |
| C602-ELEC-DETL-ST2401-C602 ILLUM. DETAILS (1).pdf |
| Sheets and Views |
| C602 ILLUM. DETAILS (1) |
File details come from the government source that posted it. Updated .