TX_FLAP_100(1)_Plan_Sheets.pdf
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TX FLAP 100(1) Plans
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Sheet 1 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
A2
ABBREVIATIONS DRAINAGE SYMBOLS
GEOLOGIC SYMBOLS
DI
FENCE & CATTLEGUARD SYMBOLS
Cattleguard (Existing, Proposed)
Fence w/ Gate (Existing, Proposed)
Fence (Existing, Proposed)
Material Source
Boring Location (Existing, Proposed)
Riprap Apron (Proposed)
Underdrain (Existing, Proposed)
With Drop Inlet (Existing, Proposed)
With Headwalls (Existing, Proposed)
With End Sections (Existing, Proposed)
Pipe Culvert (Existing, Proposed)
Box Culvert (Existing, Proposed)
Bridge (Existing, Proposed)
Spring
River
Wetland
Large Creek
Lake, Pond or Reservoir
Drainage or Small Creek
Flow Arrow
Ditch (Existing, Proposed)
SPRING
D jt.J int.
incr.
incl.
IDI
hwy.
HW
horiz.
hex.
HES
hdwl.H gdr.
galv.
ga.G ftg.
fin.
FES
Fed.
f.f.F ext.
exp. jt.
exc.
EW
et ux et al
ER
EQ or eq.
EOP
engr(s).
emb.
elev.
El. 94.066 e
EE
dwg(s).
DLC
Dist.
dist.
diaph.
diag.
dia. or D
DI
DHV
decr.D culv.
CTSM
ctrs.
CS
cr.
corr.
cont.
constr. jt.
constr.
conc.
col.
Co.
CMP
clr.
c-c
CBCC
brg.
br.
BP
BM
BK
beg.
b.f.B asph.
appr.
alt.
AH
aggr.
ADT
abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall
Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve
WW
VPI
vph vert.
VV
typ.
TS
transv.
TCE
TBM
tan.
T.
TT
sym.
struc.
str.
stiff.
std.
sta.
ST
st.
spec.
spa.
shldr.
sec.
SC
SADT
SS
rte.
Rt. or RT
RH
ret. wall
Res.
res.
reqd.
reinf.
reconst.
rdwy.
rd.
R/W
R.
RR
quant., QtyQ pvmt.
PT
psi proj.
POT
POS
POC
pl.
PI
perf.
PCC
PCP
OD
o.f.
o.c.O
no. or # neg.
NC
NN
mtn(s).
mon.
min.
max.
matl.
maint.
mag.M
LW
Lt. or LT
LPSM
long.
lat.
lam.
LL
EROSION & SEDIMENT CONTROL SYMBOLS
joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement
Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline
Ø
Riprap
Rolled Erosion Control Product
Diversion Berm
Check Dam
Bonded Fiber Matrix Mulching
Fiber Roll (Slope Protection)
Temporary Inlet Protection
Silt Fence
Fiber Roll (Ditch and/or Cut Slope)
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M B u e n a V is ta .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
A3
36 31
36 31
6 1
ˆ
Treeline
Tree
MAPPING SYMBOLS
LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS
RIGHT-OF-WAY SYMBOLS
ROADWAY SYMBOLS
SIGN SYMBOLS
UTILITY SYMBOLS
Retaining Wall (Existing, Proposed)
Median & Side Barrier (Existing, Proposed)
Guardwall (Existing, Proposed)
Guardrail (Existing, Proposed)
GUARDRAIL, BARRIER & WALL SYMBOLS
Post Mounted (Existing, Proposed)
Portable (Proposed)
Delineator (Existing, Proposed)
Commercial (Existing, Proposed)
Signs
Telephone
Power
Fiber Optic
CATV
Overhead Utility Line (Existing, Proposed)
Water
Telephone
Sanitary Sewer
Power
Oil
Gas
Fiber Optic
CATV
Underground Utility (Existing, Proposed)
Telephone Pedestal (Existing, Proposed)
Telephone Booth (Existing, Proposed)
Street Light (Existing, Proposed)
Support Pole Anchor (Existing, Proposed)
Support Pole (Existing, Proposed)
Surface (Existing, Proposed)
Underground (Existing, Proposed)
Irrigation Ditch
999.9
Roadway Obliteration
Roadway Centerline (With Station ticks)
Proposed
Existing
Edge of Roadway
Toe of Fill
Transition
Top of Cut
Slope Stake Limits
Clearing/Construction Limits
Survey Control Point
Trail
Spot Elevation
Double Track
Single Track
Railroad
North Arrow
Coordinate Grid Tick
Building (Existing, Proposed)
Section Corner (Found)
Section Corner (Found, Projected)
Section Corner (Found, Projected)
Right-of-Way Line (Proposed)
Right-of-Way Line (Existing)
Property Line
Parcel Number
Monument (As described)
Temporary (Proposed)
Permanent (Proposed)
Permanent (Existing)
Easements
National Wildlife Refuge
National Park
National Forest
Bureau of Land Management
Bureau of Indian Affairs
Section
Section
Section
Township or Range Line
City
County
State
National
Boundaries
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
S Y
M B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
A4
SURVEY CONTROL SHEET
STATE PROJECT
A
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
S C
S B u e n a V is ta .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
SITE MAP
2000'1000'0
Scale in Feet
A5
Buena Vista RoadOcel ot Ro ad
G e n e r a l
B r a n t
R o a d
Center
Visitor
L a k e s id e D r iv e
B a y s id e D r iv e
Brownsville
32 miles to
201+05.77 to 212+91.44
Reconstruction Location
Bayside Drive
Yard
Maintenance
Refuge
Area
& Stockpiling
Possible Staging
Option X
TX FLAP 100(1)
Station 100+00
Begin Project
Option X
TX FLAP 100(1)
Station 242+70.33
End Project
W A
T E
R W
A T
E R
T
W A
T E
R W
A T
E R
STOP
T
T
STOP
T
STOP
T
STOPP
O
T
.0
P C
.7
P T
.7
P C
.8
P T
.3
W A
T E
R W
A T
E R
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
S T
E B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
19' 19'
11' 11'
Station to Station
TOTAL (mi)
TOTALS (ft)
(ft)
Roadway
Hinge point
Hinge point
1:4
Cut slope
(variable) first asphalt lift)
(applied prior to
Prime coat asphalt lifts)
(applied between
Tack coat top asphalt lift)
(applied to
Fog seal and seeding limits
Topsoil and seeding limits
Topsoil
SubgradeSubgrade
Traveled way Traveled way ditch
Graded Shldr.
NO SCALE
NOTE:
Shldr.
(variable)
Fill slope
1.
3.
2.
1:4
DETAIL A
See Detail A
2.
cut slope
Rounded
MAINLINE
TYPICAL SECTIONS
limit stake
Slope
1:4
30° - 35°
Clearing and construction limits
2'
Asphalt concrete pavement
Placed in two lifts concrete pavement
3" Asphalt limit
Slope stake from 18 ft to 22 ft
Existing width varies
Average 20 ft
5'5' 3'3'
10' Clear zone10' Clear zone
B=2'F=2'
19' 19'
11' 11'
1:4 first asphalt lift)
(applied prior to
Prime coat asphalt lifts)
(applied between
Tack coat top asphalt lift)
(applied to
Fog seal
SubgradeSubgrade
Traveled way Traveled wayShldr.
pavement)
(top of
Profile grade
Shldr.
See Detail A
1:4
5'5' 3'3'
10' Clear zone10' Clear zone
100+00 to 238+44.07
EXISTING TYPICAL SECTION
Variable
Existing Slope limits and seeding
Topsoil limits and seeding
Topsoil limit stake
Slope
Placed in two lifts concrete pavement
3" Asphalt
100+00 to 238+44.07 13,844.07
13,844.07
2.62
A6
212+91.44 to 238+44.07
100+00 to 201+05.77
REHABILITATION AND WIDENING TYPICAL SECTION
201+05.77 to 212+91.44
RECONSTRUCTION TYPICAL SECTION
Cut slope
(variable)2.
Hinge point
2' limit
Slope stake
B=2' F=
2'
3.cut slope
Rounded ground
Existing
Clearing and construction limits approximately 6"
Existing aggregate base depth is approximately 1"
Existing asphalt pavement depth is
2'
2'
2% 2%
Aggregate
Roadway sides of roadway)
(Detail applies to both right and left
Shoulder up with roadway aggregate
Construct 30° - 35° pavement edge (safety edge)
6" Full depth reclamation aggregate
6" Roadway aggregate
6" Roadway6" Full depth reclamation
LENGTH OF PAVING
2% 2%
4.
3.
2.
1.
to raise profile grade; do not use roadway aggregate.
Station 201+05.77 to 212+91.44, use material generated from Roadway Excavation reduce the B and F dimensions to the actual cut height.
Round all earth slopes and all rippable rock slopes. For cut heights less than B, See the cross sections for cut and fill slope ratios.
slope ratios may be adjusted by the CO to assure adequate drainage and stability.
The gradient and width of roadway ditches and the excavation and embankment
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
PULLOUTS
TYPICAL SECTIONS
R
R
L, see table
Pullout
PULLOUT TABLE
PULLOUT LAYOUT
S T
A
1:4
30° - 35° sides of roadway)
(Detail applies to both right and left
Shoulder up with aggregate base
Construct 30° - 35° pavement edge (safety edge)
Asphalt concrete pavement
DETAIL A
base
Aggregate
See Detail A thickness for structural section
See Typical Sections
Existing ground
1:4
Varies 10'
Shldr.
5' 11'
Traveled way
Construction Limits
PULLOUT SECTION
108+27.68 - 109+75.69
L
88'
30'
30'
30'
30'
30'
Side
Lt
Rt
Lt
Rt
Lt
Lt
136+61.27 - 137+51.27
151+61.26 - 152+51.26
166+00.00 - 166+90.00
183+60.53 - 184+50.53
213+60.53 - 214+50.53
See the cross sections for cut and fill slope ratios.
slope ratios may be adjusted by the CO to assure adequate drainage and stability.
The gradient and width of roadway ditches and the excavation and embankment
2.
1.
1.
2.
S T
A
A7
237+50.00 - 238+40.00 Lt 30'
Match Existing aggregate
6" Roadway pavement concrete
3" Asphalt
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
STATION
CLASS
TYPE1.
(ft)
LENGTH
PAVED
(ft)
LENGTH
TOTAL
4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach x = 15' Minimum for type 2 approach x = 0' for type 1 approach
(ft)
R
(ft)
R
(ft)
W 1 2
Standard Drawing 602-9).
roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased
Place culverts at the end of the approach road
Variable
W
Variable
3' minimum
16'x
20' desired
15' min.
1.3'
W
1.3' d
4' (typ.)
4' (typ.)
APPROACH ROADS
TYPICAL SECTIONS
widths greater than 15 feet.
Apply the normal crown to approach roads with
CLASSTYPE
APPLICATION
SAMPLE
Paved apron
ADT ≥ 200
100 ≤ ADT < 199
25 ≤ ADT < 100
ADT < 25
Minimum 2-Way Use
Logging Truck Use
Farm Equipment
Minimum 1-Way Use
Field Access
A
E
D
C
B
A
D
C
B
A
* Match existing
(ft)
W
WIDTH
MIN.
(ft)
R
RADIUS
MIN.
N/A
U s e r t h o m a s .m c c r a r y
179+27.34 Rt.
117+55.88 Rt.
107+34.82 Lt.
103+33.88 Rt.
100+36.83 Rt.
3A
1B
3A
1B
1B
13.5
13.5
* match existing
* match existing
* match existing
* match existing
* match existing
A8
(See Summary)
Variable
V a ria b le
A s
B
A
B
M a in li e
Mainline
±2%
TYPICAL PROFILE
SECTION B-B
Shoulder edge
A
V a ria b le
(1:6 desi rable )1:4 o r flat ter
TYPICAL SYMBOL
M a in li grade (optional)
Typical maximum design
A
A B
B
SECTION A-A
b y t h e C o n tr a c ti n g O ff ic e r
R ig h t-o f-w a y o r a s s ta k d
NOTE:Paved length
(1:6 desirable)
1:4 or flatter base edge
Aggregate thicknesses and foreslopes.
Refer to mainline typical sections for structural section
Approach Road
TYPICAL PLAN
TYPES 1 & 2
APPROACH ROAD
TYPICAL PLAN
TYPE 3
APPROACH ROAD
REMARKS
APPROACH ROAD SUMMARY
base edge
Aggregate b y t h e C o n tr a c ti n g O ff ic e r
R ig h t-o f-w a y o r a s s ta k d
Approach Road
Flatten slope road connection on plan and profile sheet
Example of symbol showing standard approach shown may be varied ±20°.
Under special conditions, the approach road angle 8.
4.
3.
8.
2.
3.
1.
6.
2.
6.
2.
6.
7.
Subgrade edge
Aggregate base edge
End Section A-A
End Section A-A
Total length
Paved length
90° W
Type
Class
Mainline stationing
Typical maximum grade ±10%VPI
VPC
90°
Typical culvert location edge subgrade
Normal
Aggregate base edge
R
Total length
R1
WW
with mainline roadway construction.
Construct cut and fill slopes for approach roads to match locations to be field verified.
Stations shown are approximate locations. Actual
8.
7.
6.
5.
4.
3.
2.
1.
maximum.
0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a
Construct approach roads with landing areas having approach road centerline.
existing radii or widths. R is on the left side of the
Vary radii to fit unusual field conditions. Do not reduce
5. 5.
pavement edge
Asphalt concrete pavement edge
Asphalt concrete
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts A G e n s h t\
T Y P
A P B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet and Description
B3 B4 B5
MISC
SUMMARIES
MISC
SUMMARIES
MISC
SUMMARIES ALLOWANCE Bid
Schedule
X0020 15101-0000 MOBILIZATION LPSM ALL
X0040 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 5 5
X0060 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 2.620 2.620
X0080 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 2.620 2.620
X0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
X0120 15401-0000 CONTRACTOR TESTING LPSM ALL
X0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
X0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 14,200 800 15,000
X0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 350 20 370
X0200 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
X0220 20101-0000 CLEARING AND GRUBBING ACRE 14.0 0.5 14.5
X0240 20301-1200 REMOVAL OF HEADWALL EACH 6 6
X0260 20301-1900 REMOVAL OF PIPE CULVERT EACH 3 3
X0280 20301-2400 REMOVAL OF SIGN EACH 30 Remove existing signs
X0300 20302-0700 REMOVAL OF FENCE LNFT 22,118 22,118
X0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Remove existing speed bumps, delineators, and concrete base of
LPSM ALL sign at STA. 184+50
X0340 20401-0000 ROADWAY EXCAVATION CUYD 9,451 549 10,000
X0360 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,461 389 7,850
X0380 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 2.620 0.130 2.750
X0400 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 8,237 263 8,500
X0420 40601-0000 FOG SEAL TON 21 21
X0440 41101-1000 PRIME COAT, METHOD 1 TON 66 4 70
X0460 41105-0000 BLOTTER TON 77
X0480 41201-0000 TACK COAT TON 21 1 22
X0500 60103-1920 CONCRETE, HEADWALL FOR 24-INCH EQUIVALENT DIAMETER PIPE CULVERT EACH 10 10
X0520 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT LNFT 220 15 235
X0540 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 30
X0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 30
X0580 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR 20
X0600 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 30
X0620 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 10
X0640 62301-0000 GENERAL LABOR HOUR 20
X0660 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20
X0680 62406-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ACRE 10.2 0.8 11.0
X0700 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 10.2 0.8 11.0
X0720 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 10.2 0.8 11.0
X0740 63301-0000 SIGN SYSTEM EACH 38 38 Replace signs and add signs at speed humps
X0760 63309-0000 DELINEATOR EACH 78 Delineators at speed humps and culverts
X0780 63312-0000 SPEED HUMP EACH 10
SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
7- Fe b-
:2
PM
N
TX
\1
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
TX
F
LA
P
0(
1)
E ng in ee r
Es tim at e-
O pt io n
X .x ls x]
Sh ee t
STATE PROJECT
B1TX FLAP 100(1)
Buena Vista RoadTX
SHEET
NUMBER
Sheet and Description
B3 B4 B5
MISC
SUMMARIES
MISC
SUMMARIES
MISC
SUMMARIES ALLOWANCE Bid
Schedule
X0800 63316-1000 REMOVE AND RESET SIGN EACH 3 Remove and reset USFWS specific signs
X0820 63325-0000 MUMBLE STRIP LNFT 364 364
X0840 63325-1000 MUMBLE STRIP, SHOULDER MILE 5.2 5.2
X0860 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 1,082 1,082 Stop bars and parking spaces
X0880 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 21.6 21.6 Mainline
X0900 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 46 46 Bike lane and "BUMP" symbols
X0920 63405-0855 PAVEMENT MARKINGS, TYPE B, SPEED HUMP MARKINGS EACH 10 10
X0940 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 125 125
X0960 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 500 500
X0980 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 115 115
X1000 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 11.0 11.0
X1020 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,440 1,440
X1040 63602-7000 SYSTEM INSTALLATION, SPEED FEEDBACK SIGN EACH 4 4
Estimated Quantities
Remarks and/or Determination of Estimated Quantity
7- Fe b-
:2
PM
N
TX
\1
(1
R oa dw ay
\E st im at es _S ch ed ul es
\E ng in ee r Es tim at es
TX
F
LA
P
0(
1)
E ng in ee r
Es tim at e-
O pt io n
X .x ls x]
Sh ee t (2
SUMMARY OF QUANTITIES - Option X
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
STATE PROJECT
B2TX FLAP 100(1)
Buena Vista RoadTX
B3
OPTION X
SUMMARIES
MISCELLANEOUS
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
B4
SUMMARIES
MISCELLANEOUS
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
B5
SUMMARIES
MISCELLANEOUS
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts B S u m m T
A B
S B u e n a V is ta .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
C1
200'100'0
Scale in Feet
200'100'0
Scale in Feet
.8
.8
A
.8
.8
Lakeside Drive
Maintenance Road see typical sections
Pullout, Lt.
108+27.68 to 109+75.69
Ocelot Road
100+00 - 129+00
PLAN SHEET
BUENA VISTA ROAD
strips. See Special 633-A.
Install transverse mumble strips. See Special 633-A.
Install transverse mumble
Special 633-B
(7) delineators. See
Install speed hump and and delineators (7)
Remove exisiting speed bump and delineators (7)
Remove exisiting speed bump
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-A.
strips, both lanes. See
Install transverse mumble and delineators (9)
Remove existing speed bump
Special 633-B
(7) delineators. See
Install speed hump and
E: 1362416.5810
N: 16610588.4743
Station 100+00.00
Begin Rehabilitation and Widening
Begin Project strip, typ.
Install longitudinal mumble strip, typ.
Install longitudinal mumble
B B
B typ.
Remove existing fence, typ.
Remove existing fence, Option X
15 15 15
15151515
TSTOP
T
STOP
T
STOP
P O
T
.0
15 15 15 15 15 15 15 15 15
15 1
5 15
15 15 15
15 15
15 15 15 15 15 15
STOP
STATE PROJECT
A
M N T
X R o a d w a y C
A D
D S h e e ts C
M L P
P C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
C2
Scale in Feet
200'100'0
Scale in Feet see typical sections
Pullout, Rt.
136+61.27 to 137+51.27 see typical sections
Pullout, Lt.
151+61.26 to 152+51.26
129+00 - 158+00
PLAN SHEET
BUENA VISTA ROAD
Special 633-B
(7) delineators. See
Install speed hump and headwall lt. and rt.
Install 44' of 19"x30" elliptical RCP and
Remove 15" CMP and headwall lt. and rt.
143+46.62
Special 633-B
(7) delineators. See
Install speed hump and
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-B
(7) delineators. See
Install speed hump and headwall lt. and rt.
Install 44' of 19"x30" elliptical RCP and
154+00.00 strip, typ.
Install longitudinal mumble strip, typ.
Install longitudinal mumble
Install (2) delineators
Install (2) delineators typ.
Remove existing fence, see typical sections
Pullout, Lt.
151+61.26 to 152+51.26 typ.
Remove existing fence, 15 15
15 1515
15 15
1515151515 15 15 15
151515
15151515
15 15
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts C
M L P
P C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
C3
Scale in Feet
200'100'0
Scale in Feet
A
.3 see typical sections
Pullout, Rt.
166+00.00 to 166+90.00
Maintenance Road see typical sections
Pullout, Lt.
183+60.53 to 184+50.53
158+00 - 187+00
PLAN SHEET
BUENA VISTA ROAD
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-B
(7) delineators. See
Install speed hump and
Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-B
(7) delineators. See
Install speed hump and
Special 633-A.
strips, both lanes. See
Install transverse mumble
Curve = MAIN-1
PI 179+56.25
D
R = 2,000.00'
T = 261.47'
L = 519.99'
Special 633-B
(7) delineators. See
Install speed hump and strip, typ.
Install longitudinal mumble strip, typ.
Install longitudinal mumble typ.
Remove existing fence, typ.
Remove existing fence, 151515
15 15
15 15
15 15
15151515151515
15 15 15 15
15151515151515
T
P C
.7
P T
.7
STATE PROJECT
P
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A D
D S h e e ts C
M L P
P C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
C4
THIS SECTION INTENTIONALLY LEFT BLANK
200'100'0
Scale in Feet
187+00 - 201+00
PLAN SHEET
BUENA VISTA ROAD
Special 633-A.
strips, both lanes. See
Install transverse mumble strip, typ.
Install longitudinal mumble typ.
Remove existing fence, STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts C
M L P
P C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00
C5
200'100'0
Scale in Feet
E: 1360653.9085
N: 16600692.6176
Station 201+05.77
Begin Reconstruction
End Rehabilitation and Widening
E: 1360687.8734
N: 16599507.4342
Station 212+91.44
Begin Rehabilitation and Widening
End Reconstruction
Proposed Grade
Existing Ground headwall lt. and rt.
Install 44' of 19"x30" elliptical RCP and
Remove 18" RCP and headwall lt. and rt.
205+76.77
Special 633-B
(7) delineators. See
Install speed hump and
Special 633-A.
strips, both lanes. See
Install transverse mumble strip, typ.
Install longitudinal mumble
Install (2) delineators typ.
Remove existing fence, STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts C
M L P
P C .d g n
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
584' VC
-0.215%+0.252% V
P I
E L
.2
+0.252%
297' VC
-0.120%
E L
.1
V P I
-0.215% -0.063%
304' VC
V P I
E L
.3
V P I
E L
.1
-0.120% +0.252%
297' VC
K = 800 V
P I
E L
.2
+0.252% -0.215%
584' VC
K = 1250
SSD = 2600'
V P I
E L
.3
-0.215% -0.063%
304' VC
K = 2000
C6
Scale in Feet
200'100'0
Scale in Feet
214+00 - 242+70.33
PLAN SHEET
BUENA VISTA ROAD
see typical sections
Pullout, Lt.
213+60.53 to 214+50.53 Special 633-A.
strips, both lanes. See
Install transverse mumble
Special 633-A.
strips, both lanes. See
Install transverse mumble and headwall lt. and rt.
Install (2) 44' of 19"x30"elliptical RCP
Remove 18" RCP and headwall lt. and rt.
232+17.93
Special 633-B
(7) delineators. See
Install speed hump and
E: 1360753.2972
N: 16596530.7722
End Project
Station 242+70.33
E: 1360760.9534
N: 16596955.8464
Station 238+44.07
Widening
End Rehabilitation and strip, typ.
Install longitudinal mumble strip, typ.
Install longitudinal mumble see typical sections
Pullout, Lt.
237+50.00 to 238+40.00
Curve = MAIN-2
PI 241+86.48
D
R = 699.93'
T = 84.67'
L = 168.52' delineators
Install (2) typ.
Remove existing fence, Option X typ.
Remove existing fence, T
W A
T E
R
W A
T E
R
W A
T E
R
P C
.8
P T
.3
W A
T E
R
W A
T E
R
STATE PROJECT
P
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X R o a d w a y C
A D
D S h e e ts C
M L P
P C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
SILT FENCE
6" min. trench
6" min.
18" min.
30" min.
24" min.
C157-50
NOTE:
4.
3.
2.
1.
6 ft. (max.)
fence support mesh = withoutPost spacing
10 ft. (max.)
fence support mesh =withPost spacing running around the ends.
fence up the slope to prevent water from
As the slope is constructed, curve the silt contours as closely as possible.
Install silt fence to follow the ground manufacturer's recommendations.
machine-sliced silt fence according to the slicing as approved by the CO. Install
Silt fence may be installed using machine
DETAIL APPROVED FOR USE
REVISED: 08/2014
P
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X R o a d w a y C
A D
D S h e e ts E C .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY DETAIL
DETAIL
U s e r t h o m a s .m c c r a r y
STATE PROJECT
NUMBER
SHEET
E1
ELEVATION
PLAN
POST AND GEOTEXTILE INSTALLATION DETAIL
SILT FENCE INSTALLATION AT TOE OF FILL
Flow Fi ll slo pe
Flow
T o e o f s lo p e
Flow
(undisturbed)
Existing ground
END POSTS DETAIL
PLAN
PLAN
END DETAIL
ELEVATION
Fi ll sl op e
Steel or wood post
Backfilled and compacted soil
Limits of clearing
Steel or wood post
Varies
Varies
See Note 3 for spacing
See Note 4
Fasten fabric to posts.
around each post one full turn.
Fold geotextile fabric
NO SCALE
PLAN
T o e o f s lo p
Note 3See
Staple or tie
Top of posts tied together.
Posts driven tightly together.
Steel or wood posts
POSTS AT JOINTS
See End Posts Detail
End posts
Geotextile fabric
Staple or tie
SILT FENCE AS PERIMETER CONTROL
Fill
Existing ground
Sheet flow Silt fence
PLAN
SECTION A-A
A
A
Roadway
Edge of shoulder
Edge of shoulder
Toe of slope
Toe of slope
Posts Detail
See End
End posts
Silt fence
Fence support mesh (optional)
Section A fabric
Geotextile
Section B
Geotextile fabric
Geotextile
See Typical Section Sheet
TX
12" min.
12" max.
Trench 2" min.
12" min.
See Note 3
Stake Spacing
6.
5.
4.
3.
2.
1.
FIBER ROLL
Maximum spacing (ft)
9" Ø Fiber Roll
Spacing Table
See Fiber Roll manufacturer's recommendations.
Fiber rolls may be overlapped according to the fiber roll rather than under it.
roll to ensure storm water is forced to flow through
Tamp soil backfill against upstream side of fiber continuous contact with trench bottom and sides.
parallel to the contour. Place fiber rolls in
For fiber rolls on bare soil, construct trenches of fiber roll.
12" deep. Expose stakes 2" above top
Drive stakes into undisturbed soil at least
Stake fiber rolls at each end.
1" Ø wood stakes. Space stakes 4' o.c. max.
Stake fiber rolls in place with 1" x 1" or roll to vary more than 5% from level.
20' section of fiber roll, do not allow the fiber
Install fiber rolls along slope contours. For any prior to installation.
Repair all rills or gullies and properly compact
2" min.
Trench
Flow
12" min.
Fill slope
C le a r in g
L im it
S lo p
S ta k e
INSTALLATION DETAIL
FIBER ROLL AS PERIMETER CONTROL
Trench 2" min.
uphill side of fiber roll
Place excavated material on
STATE PROJECT
NUMBER
SHEET
P
M N T
X R o a d w a y C
A D
D S h e e ts E S
P A .d g n
U s e r t h o m a s .m c c r a r y
E2 inlets fiber rolls around culvert
Install 4 - 9" Ø min. x 10' outlet fiber rolls around culvert
Install 3 - 9" Ø min. x 10'
See Note 3
See Note 3 without flared end section
Culvert outlet with or or headwall flared end section
Culvert inlet with
AT CULVERT INLET
FIBER ROLL
AT CULVERT OUTLET
FIBER ROLL
157-A
Flow
NO SCALE
1V:4H or flatter
1V:4H to 1V:3H
1V:3H to 1V:2H
Slope Gradient
1V:2H or steeper
Stagger joints (typ.)
STAKE DETAIL
uphill side of fiber roll
Place excavated material on
Fiber roll
Install fiber rolls along contour
SLOPE LAYOUT
FIBER ROLL
uphill side of fiber roll
Place excavated material on gaps. See Note 6.
Tie ends if necessary to eliminate
Abut fiber roll ends tightly together.
FIBER ROLL JOINT DETAIL
Tightly abut joints (typ.)
Fill or cut slope
FIBER ROLL SPACING TABLE*
project-specific conditions.
*Approximate spacing shown. Adjust spacing as needed due to
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
SPECIAL
U.S. CUSTOMARY SPECIAL
SHEET
TX
E3
Scale in Feet
200'100'0
Scale in Feet
Lakeside Drive
Maintenance Road
Ocelot Road
100+00 - 129+00
PLAN SHEET
EROSION CONTROL
E: 1362416.5810
N: 16610588.4743
Station 100+00.00
Begin Rehabilitation and Widening
Begin Project
Install silt fence, typ.
Install silt fence, typ.
Option X
15 15 15
15151515
TSTOP
T
STOP
T
STOP
P O
T
.0
15 15 15 15 15 15 15 15 15
15 1
5 15
15 15 15
15 15
15 15 15 15 15 15
STOP
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E4
Scale in Feet
200'100'0
Scale in Feet
129+00 - 158+00
PLAN SHEET
EROSION CONTROL
Install silt fence, typ.
Install silt fence, typ.
and outlet. See Special 157-A
Install fiber roll at pipe inlet and outlet. See Special 157-A
Install fiber roll at pipe inlet
15 15
15 1515
15 15
1515151515 15 15 15
151515
15151515
15 15
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E5
Scale in Feet
200'100'0
Scale in Feet
Maintenance Road
158+00 - 187+00
PLAN SHEET
EROSION CONTROL
Curve = MAIN-1
PI 179+56.25
D
R = 2,000.00'
T = 261.47'
L = 519.99'
Install silt fence, typ.
151515
15 15
15 15
15 15
15151515151515
15 15 15 15
15151515151515
T
P C
.7
P T
.7
STATE PROJECT
P
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X R o a d w a y C
A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E6
THIS SECTION INTENTIONALLY LEFT BLANK
200'100'0
Scale in Feet
187+00 - 201+00
PLAN SHEET
EROSION CONTROL
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E7
Scale in Feet
E: 1360653.9085
N: 16600692.6176
Station 201+05.77
Begin Reconstruction
End Rehabilitation and Widening
E: 1360687.8734
N: 16599507.4342
Station 212+91.44
Begin Rehabilitation and Widening
End Reconstruction and outlet. See Special 157-A
Install fiber roll at pipe inlet
THIS SECTION INTENTIONALLY LEFT BLANK
201+00 - 214+00
PLAN SHEET
EROSION CONTROL
STATE PROJECT
P
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A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E8
Scale in Feet
200'100'0
Scale in Feet
214+00 - 242+70.33
PLAN SHEET
EROSION CONTROL
E: 1360753.2972
N: 16596530.7722
End Project
Station 242+70.33
E: 1360760.9534
N: 16596955.8464
Station 238+04.77
Widening
End Rehabilitation and and outlet. See Special 157-A
Install fiber roll at pipe inlet
Option X
T
W A
T E
R
W A
T E
R
W A
T E
R
P C
.8
P T
.3
W A
T E
R
W A
T E
R
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts E E
C P .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
E401-01
U.S. CUSTOMARY DETAIL
DETAIL
TRANSITIONS
PAVEMENT
K VALUE TABLE (ft/in)
DETAIL APPROVED FOR USE
(Full Depth of existing asphalt pavement)
Saw cut
APPROVED : FEBRUARY 2013
30 35 40 45 50 55 60 65 70 75
30 32.5 35 37.5 40 42.5 45 47.5 50 52.5
* Use a K Value of 30 for speeds less than 30 MPH.
K
(MPH) *
POSTED SPEED
2 inches x 42.5 ft./in. = 85 feet.
Then the minimum transition length = Effective overlay thickness = 2 inches If the posted speed is 55 MPH Example :
(Minimum transition length=30 feet) obtain the transition length.
Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever applies), to
K value from the Table for the posted speed of the roadway.
(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value
NOTE :
K1
Existing asphalt pavement
Existing base course
New asphalt pavement
New base course
Existing asphalt pavement
Existing base course
Remove pavement (mill) d
Existing asphalt pavement
Existing base course d1
NEW PAVEMENT
OVERLAY - DEPTH TRANSITIONS
(depth 2)
Asphalt overlay
(Final course)
Asphalt overlay
(depth 1)
Asphalt overlay
K Transition length variable (See table)
K Transition length variable (See table)
(Depth equals overlay thickness)
Saw cut
Existing elevation e2
Overlaid elevation e1
(for table e - e = effective overlay thickness)
(for table d -d = effective overlay thickness)
OVERLAY
STATE PROJECT
P
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D S h e e ts K s t4 d e ta il .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
AZ
Cattail Cove
AZ FLAP 302(1)
TX
Buena Vista Road
TX FLAP 100(1)
SMALL PIPE CULVERT
CONCRETE HEADWALL FOR
601-A
STATE PROJECT
NUMBER
SHEET
T1
U
C
N T
X R o a d w a y C
A D
D S h e e ts T T S
P A .d g n
A
M
D e c e m b e r
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY SPECIAL
SPECIAL
HEADWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)
5.
4.
3.
2.
1.
for 1V:1.5H slope, unless otherwise designated by the CO.
Construct headwalls using dimensions shown under values right angles.
Quantities shown are for one headwall with pipe at
SIDE ELEVATION
S
L
A
BD
F
C spacing (all ways)
H
NOTE:Fi ll S lo p e crushed aggregate
Aggregate base or as directed.
When pipes are on a skew, adapt and lengthen headwalls unless otherwise indicated in the plans or by the CO.
Orient all headwalls parallel to the roadway centerline
FRONT ELEVATION - SINGLE PIPE
S
L spacing (all ways)
H
FRONT ELEVATION - DOUBLE PIPE
Conc. Pipe
L
H
F
D
C
B
A
DOUBLE
SINGLE
DOUBLE
SINGLE
S2D
(typ.
2"
(typ.)
2" ty p ty p
".4 3Chamfer all exposed corners not rounded to
CUBIC YARDS OF CONCRETE
#4 Bars at 9" max.
1.650
0.855
2'-6"
13'-10"
7'-2"
3'-3"
0'-8"
1'-7"
1'-11"
1'-5"
0'-9"
30" x 19"
#4 Bars at 9" max.
(typ.)
2" ty p
602-A
T2
R
S2
R
S1
1'-6" (TYP)
Bedding (see table) CLSM PSI: 350-600 PSI
Finished Grade
CULVERT BEDDING DETAIL
CULVERT INSTALLATION
ELLIPTICAL CONCRETE PIPE
5.
4.
3.
2.
1.
in the contract documents.
Use Supplemental Concrete Pipe Tie when specified bridges.
AASHTO Standard Specifications for Highway structural pipe designs meeting the criteria of may be increased on approval of site-specific
Maximum fill heights for pipe culvert installations of the trench.
in a trench, the compaction limits shall be the walls installation in an embankment. For pipe installation
Pipe compaction limits shown are the pipe and rigid pavements.
pipe to the top of the pavement for both flexible
Measure maximum fill height from the top of the to the top of the pavement for rigid pavements.
culvert to the subgrade for flexible pavements, and
Measure minimum cover from the top of the pipe culvert gradient.
reduce the amount of camber or increase the pipe designed exceeds the elevation of the inlet invert, midpoint elevation on the parabolic curve as
Develop camber on a parabolic curve. If the ordinate amount equal to 1% of the pipe length.
a chord through the inlet and outlet inverts an
When directed, camber pipe culverts upwards from
LEGEND:
Bedding Material (uncompacted)
Section 614 and culvert bedding detail
Lean concrete backfill in accordance with
Earth
Hot asphalt concrete pavement
Roadway aggregate base prevent pipe floatation
Anchor pipe as necessary to
Class III tongue and groove RCP
Finished Grade
Minimum limits of Lean Concrete Backfill
Bedding (see table)
STATE PROJECT
P
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A D
D S h e e ts T T S
P A .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
dimension of all pipe arch culverts.
D equals the diameter of all round pipe or the rise 1.
TYPE I
SECTION A-A
FLOW
FLOW
2D or
N o r m a l d it c h l in e
S u b g r a d e s h o u ld e r
A
A
PLAN
Normal ditch line
Pipe culvert
Original ground cut slope
Normal
Subgrade shoulder
Pavement surface pipe as staked
Slope at
Cut Slope ditch line
Normal
Subgrade
S
Flat bottom ditch at culvert
E n d o f p ip e b e v e l
602-B
TX
Buena Vista Road
TX FLAP 100(1)
TREATMENT IN CUT SLOPES
PIPE CULVERT
T3
STATE PROJECT
S
C
N T
X R o a d w a y C
A D
D S h e e ts T T S
P B .d g n
D e c e m b e r
FEDERAL LANDS HIGHWAY
U.S. CUSTOMARY SPECIAL
SPECIAL
NOTE:
D
(min.)
length
Headwall
20' typ.
(Min.)
4'
633-A
MUMBLE STRIPS
A AB BB BC C C CD D D DE E
14" 1¾"
(typ.) (typ.)
Pavement surface
A
MUMBLE STRIP DEPTH (IN)
LOCATION SHOULDER
E
D
C
B
A
5/16
1/4
5/32
1/16
ISOMETRIC VIEW
14" cc
Traffic flow surface pavement
Shoulder final
Mumble strip (typ.)
Permanent Edge Striping
A B EDC
PLAN VIEW
Traffic flow
Skip, 11'Mumble strips, 49'
Cycle for mumble strips and gap, 60'
Edge of traveled way
E A
E A
11'
1'4'1'4'1'
¾ ty p ty p
P a y i te m s
L C
Mumble Strips
Shoulder Pavement
Permanent Edge Striping Traffic flow
Traffic flow
Shoulder Pavement
NOTE:
LONGITUDINAL MUMBLE STRIPS
Edge of traveled way
Asphalt concrete
SECTION A - A
11'
1'4'1'4'1'
L C
A A
TRANSVERSE MUMBLE STRIPS
TYPICAL MUMBLE STRIP DEPTHS
Obtain CO approval before using other methods and types of applications. Prior to constructing the transverse mumble strips, submit to the CO the proposed method of construction.
Construct mumble strips by grinding continuous sinusoidal indentations in the asphalt concrete.
Construct longitudinal mumble strips in 49' lengths, alternating with 11' skips.
Begin the longitudinal mumble strips on the outside edge of the travel lane.
1.
2.
3.
4.
See Detail A
T4
Pay Limits (includes 11' gap in mumble strips) marking on mumble strip
Apply edge line pavement
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P A .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
1' Taper 1' Taper
SPEED HUMP
NO SCALE
SECTION B-B
ROADWAY CROSS-SECTION
633-B
SECTION A-A
SPEED HUMP CROSS-SECTION
Notes:
12'
.1 ty p
.6 ty p
.9 ty p
.3 ty p ty p
3' Keyway structural section
Top of proposed
Tack coat
(typ.)
Joint sealer
(typ.)
Joint sealer
3.5"
.5
.9 ty p structural section
Top of proposed
T5
Speed hump
22' concrete pavement
1.5" Asphalt
(See Typical Section)
3" Asphalt concrete pavement
B B of roadway
A
A
Delineator
6' max.
speed hump
Center of
Direction of traffic
Bike lane
PLAN VIEW OF SPEED HUMP
6' max.
(See Typical Section) pavement
3" Asphalt concrete of 6' apart.
2. Install delineators a maximum in this Special.
construction of the item shown
1. Joint sealer is incidental to the
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P B .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet 1 of 5
633-C
SIGN MOUNTING DETAILS
SMD(GEN)-08
TxDOT standard
Detail adopted from
No Scale
T6 co co
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P C .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet 2 of 5
633-D
SIGN MOUNTING DETAILS
SMD(SLIP-1)-08
TxDOT standard
Detail adopted from
No Scale
T7
CO
CO
COCO
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P D .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet 3 of 5
633-E
SIGN MOUNTING DETAILS
SMD(SLIP-2)-08
TxDOT standard
Detail adopted from
No Scale
T8
CO
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P E .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet 4 of 5
633-F
SIGN MOUNTING DETAILS
SMD(SLIP-3)-08
TxDOT standard
Detail adopted from
No Scale
T9
CO
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P F .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Sheet 5 of 5
633-G
SIGN MOUNTING DETAILS
SMD(TWT)-08
TxDOT standard
Detail adopted from
No Scale
T10
CO
CO
CO
CO
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P G .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
633-H
D&OM(2)-15
TxDOT standard
Detail adopted from DELINEATOR DETAILS
No Scale
T11
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P H .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
No Scale
T12
(flips down to read)
SPECIAL SIGNS
633-I
SPECIAL SIGN A
SPECIAL SIGN B
SPECIAL SIGN C
SPECIAL SIGN D
SPECIAL SIGN E
SPECIAL SIGN F
SPECIAL SIGN G
SPECIAL SIGN H
SPECIAL SIGN I
SPEED
BUMP
AREA
SPECIAL SIGN J
5'-6"
3.4"
4"D
4"
4"D
2.6"
5.1" 55.8" 5.1"
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
3"
4"D
4"
4"
3"
4'-0"
6.35" 35.3" 6.35"
3"
4"D
4"
4"
3"
4'-0"
5'-6"
4"
4"D
4"
4"D
4"
6"
4"
4.2" 57.6" 4.2"
3"
4"
4"
4"
3"
6'-0"
5.25" 61.5" 5.25"
TH=0.5"
R=1.5"
Border
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
3"
4"
4"
4"D
3"
6'-0"
3.35" 65.3" 3.35"
TH=0.5"
R=1.5"
Border
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
4"
4"
4"
4"D
4"
4"
4"
4"D
4"
6'-0"
1.7" 68.6" 1.7"
TH=0.5"
R=2.75"
Border
6'-0"
2.85"
6.3"
4"
4"
12"
4"
2.85"
2.3" 67.4" 2.3"
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
TH=0.5"
R=2.75"
Border
6'-0"
5"
4"D
4"
4"D
4"
4"D
5"
2.15" 67.7" 2.15"
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
TH=0.5"
R=2.25"
Border
TH=0.5"
R=1.5"
Border
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
TH=0.5"
R=1.5"
Border
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
6.35" 35.3" 6.35"
TH=0.5"
R=1.5"
Border
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
M.U.T.C.D.: 2009 Edition
Panel Style: guide con recreational.ssi
TH=0.5"
R=2.25"
Border
SPECIAL SIGN K
" 3
OCELOT
CROSSING
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P I .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
S T .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
TSTOP
T
STOP
T
STOP
P O
T
.0
BU M
P
UMP
B
STOP
BU M
P
UMP
B
100+00 - 130+00
PAVEMENT MARKINGS
SIGNING AND
200'100'0
Scale in Feet
200'100'0
Scale in Feet pavement marking
4" Solid white pavement marking
4" Solid double yellow pavement marking
4" Solid double yellow pavement marking
4" Solid white pavement marking
4" Solid white
STOP
replace R1-1
Remove and
STOP
replace R1-1
Remove and replace R1-1
Remove and
STOP
See Special 634-A
Crosswalk striping
SPEED
LIMIT
Option X
Station 100+00.00
Begin Project TX FLAP 100(1)
YOUR SPEED
D O W N S L O W
Ahead sign
Road Hump
Remove existing
Ahead sign
Road Hump
Remove existing
W3-1
STOP
ALL WAY
and R1-3P
Install (3) R1-1
Stop sign and
Remove existing
Reduced speed sign
Speed hump and
Remove existing
Drive sign
Remove Bayside bar white stop
12" Solid
Reduced speed sign
Speed hump and
Remove existing
Reduced speed sign
Speed hump and
Remove existing
T13
Remove existing guide sign
See Special 633-I
Install Special C guide sign
See Special 633-I
Install Special B guide sign
See Special 633-I
Install Special A access sign
See Special 633-I
Install Special H guide sign, (See SCR 636)
Feedback Sign w/Radar Speed
Install R2-1 and W16-4P
Install Special Sign J
SPEED
BUMP
AREA
Information Sign
Remove Laguna Atascosa speed limit sign
Remove existing
BIKE LANE
AHEAD
and R3-17ap
Install R3-17
BIKE LANE
ENDS sign, see Special 633-I sign and install Special G guide
Remove existing Visitor Center
Install R3-17 and R3-17bP See Special 634-A speed hump pavement markings.
Install speed hump and advanced
See Special 634-A speed hump pavement markings.
Install speed hump and advanced see Special 633-I
Install Special F guide sign, W3-1 bar white stop
12" Solid
See Special 633-I
Install Special E guide sign stop bar
12" Solid white stop bar
12" Solid white sign K
Install Specialstop bar
12" Solid white
633-I
See Special
D guide sign
Install Special
NEXT
1.5 Miles
OCELOT
CROSSING
130+00 - 160+00
PAVEMENT MARKINGS
SIGNING AND
200'100'0
Scale in Feet
200'100'0
Scale in Feet pavement marking
4" Solid white pavement marking
4" Solid double yellow pavement marking
4" Solid white pavement marking
4" Solid double yellow
T14
Install R2-1
SPEED
LIMIT
Install R2-1
SPEED
LIMIT
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
S T .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
BU M
P
UMP
B
UMP
B
BU M
P
BU M
P
UMP
160+00 - 190+00
SIGNING AND
200'100'0
Scale in Feet
200'100'0
Scale in Feet pavement marking
4" Solid white pavement marking
4" Solid double yellow pavement marking
4" Solid white pavement marking
4" Solid double yellow on the post.
Ocelot Crossing sign from post. Leave the existing
Speed limit sign
Remove existing
Danger sign
Remove Fire
SPEED
LIMIT
YOUR SPEED
D O W N S L O W
SPEED
LIMIT
YOUR SPEED
D O W N S L O W
T15
(See SCR 636)
Feedback Sign w/Radar Speed
Install R2-1
(See SCR 636)
Feedback Sign w/Radar Speed
Install R2-1 and W16-4P
Install Special Sign J
SPEED
BUMP
AREA
on the post.
Ocelot Crossing sign from post. Leave the existing
Speed limit sign
Remove existing
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
NEXT
1.5 Miles
base.
Remove existing concrete
USFWS maintenance yard.
concrete base and store at
Salvage existing stone from wooden posts.
Place sign onto 3-6"x6"x12' sign to Station 237+00, Lt.
National Wildlife Refuge existing Laguna Atascosa
Remove and reset
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
S T .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
T
BU M
P
UMP
B
UMP
B
P C
.7
P T
.7
0 1
BUM
P
UMP
B
BUM
P
190+00 - 220+00
SIGNING AND
200'100'0
Scale in Feet
200'100'0
Scale in Feet pavement marking
4" Solid double yellow pavement marking
4" Solid white pavement marking
4" Solid white pavement marking
4" Solid double yellow
T16
Install W17-1
Install W17-1
SPEED
BUMP
SPEED
BUMP
speed limit sign
Remove existing
Install R2-1
SPEED
LIMIT
Install R2-1
SPEED
LIMIT
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
S T .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
UMP
B BU M
P
Scale in Feet
200'100'0
Scale in Feet
220+00 - 242+70.33
PAVEMENT MARKINGS
SIGNING AND
pavement marking
4" Solid double yellow pavement marking
4" Solid white pavement marking
4" Solid double yellow pavement marking
4" Solid white
SPEED
LIMIT
wooden posts.
Place sign onto 3-6"x6" sign from Station 184+50, Lt.
National Wildlife Refuge
Reset existing Laguna Atascosa
237+00, Lt.
YOUR SPEED
D O W N S L O W sign
Loose Gravel
Remove existing
Information sign
Remove Visitor Center
T17
Install W17-1
Install W17-1
SPEED
BUMP
SPEED
BUMP
speed limit sign
Remove existing speed limit sign
Remove existing
(See SCR 636)
Feedback Sign w/Radar Speed
Install R2-1 speed limit sign
Remove existing
See Special 634-A speed hump pavement markings.
Install speed hump and advanced
BIKE LANE
ENDS
BIKE LANE
AHEAD
and R3-17bP
Install R3-17
See Special 633-I information sign, Install Special I and R3-17aP
Install R3-17 Option X
Station 242+70.33
End Project
3.
2.
1.
NOTE:
238+44.07 to 241+01.81.
markings and raised pavement markers from STA
Remove existing broken and solid yellow pavement from STA 238+44.07 to 240+01.81.
Install double yellow pavement markings, per C634-50, markings at STA 241+01.81.
the double yellow markings to match the existing
240+10.81 to 241+01.81. Vary the spacing between
Install double yellow pavement markings from STA sign K
Install Special
OCELOT
CROSSING
STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
S T .d
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
Buena Vista Road
TX FLAP 100(1)
T
UMP
B
W A
T E
R
W A
T E
R
W A
T E
R
P C
.8
P T
.3
W A
T E
R
W A
T E
R
BU M
P
PAVEMENT JOINT
AND TOP LIFT
CENTERLINE STRIPING
4" white edge line center line
4" broken yellow
4" white edge line yellow center line
4" broken and solid
4" white edge line yellow center line
4" solid double
4" or as required by the state.
yellow center line
4" solid double
4" white edge line
4" white edge line yellow center line
4" solid double
40'
30'10'
10'
40'
30'
C634-50
REVISED: 08/2014
DETAIL APPROVED FOR USE 07/2004
4 4
08/2006
STATE PROJECT
NUMBER
SHEET
P
M N T
X R o a d w a y C
A D
D S h e e ts T T C
.d g n
U s e r t h o m a s .m c c r a r y
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U.S. CUSTOMARY DETAIL
DETAIL
T18
NO SCALE
L w
L w
DETAIL C
Two-way traffic
No passing zone both directions
L w
L w and top lift pavement joint
Striped centerline
Shoulder is applied. See note 2
To be used on curves where curve widening centerline
Staked design
Shoulder is applied. See note 2
To be used on curves where curve widening centerline
Staked design
Shoulder
DETAIL A
Shoulder
DETAIL B
Shoulder w
Staked Centerline and top lift pavement joint
Striped centerline
Staked centerline
CURVE WIDENING ON SIMPLE CURVES (INSIDE)
CURVE WIDENING ON SPIRAL CURVES
CURVE STRIPING DETAIL ON SIMPLE CURVES
(normal edge of shoulder)
Edgeline striping
(normal edge of shoulder)
Edgeline striping
(normal edge of shoulder)
Edgeline striping
(normal edge of shoulder)
Edgeline striping
Two-way traffic
Passing zone both directions
Two-way traffic
No passing zone single lane direction
(Staked)
(Staked)
ON SPIRAL CURVES
STRIPING DETAIL
No Passing Zone
No Passing Zone
Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)
Travel way (L) curve widening (w/2)
Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L
L
Length of curve widening
L L s s s s
L w
L w
L w
L w s s s s
L wLength of curve widening
L L
L L
L w s s w
L w
L w s s s s
Paved ditchPaved ditch
4.
3.
2.
1.
to curve widening on simple curves.
Centerline offset striping is only applicable curve widening.
widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane
Paint centerline striping on curves with ranges and quantities for pavement markings.
See Summary for tables showing station
NOTE:
TX
634-A
PAVEMENT MARKING DETAILS
T19
16"16"16"16"
4" 4" 4"
6'-4"
NOTE:
40"
22"
2' 2'
1' of roadway
1'
W hi te m ar ki ng s
(typ.) (typ.)
(t yp
6' 2.5'
Center of travel lane
Direction of Traffic
SPEED HUMP PAVEMENT MARKINGS
PAVEMENT MARKINGS
SPEED HUMP ADVANCED
MARKINGS
CROSSWALK PAVEMENT
MARKINGS
BIKE LANE PAVEMENT
5.
4.
3.
2.
1.
of roadway travel lane.
in front of the speed hump, centered in the
Install the speed hump advanced markings 50'
1200' in uninterrupted sections of the roadway.
the bike lane, after each intersection, and every
Install the bike lane markings at the beginning of noted otherwise.
Pavement markings shall be white color, unless current edition.
with the "Standard Highway Sign Designs for Texas", Ensure all letters, numerals and symbols conform
Devices" (MUTCD), current edition.
to the "Texas Manual on Uniform Traffic Control
Place pavement word and symbol markings according
STA. 108+27.68 - 109+75.69
PARKING SPACE LAYOUT
20'24'24'20'
4" white edgeline
Edge of shoulder, STATE PROJECT
P
M N T
X R o a d w a y C
A D
D S h e e ts T T S
P A .d
U.S. DEPARTMENT OF TRANSPORTATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U s e r t h o m a s .m c c r a r y
_ NUMBER
SHEET
TX
G20-2
G20-2
G20-2
See Note 11
G20-1
See Note 11
G20-1
M…
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