SR36(13A)_Plans.pdf
PDF 16 MB Posted
- Attached to
- CA FLAP SR36(13a) State Road 36 Humbolt County Tree Clearing Federal contract opportunity
- Solicitation number
- DTFH6816B00022
About this file
Plans
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Tabs.pdf | ||
| Bid_Opening_Summary_-_CA_FLAP_SR36(13A).pdf | ||
| A002.pdf | ||
| A001.pdf | ||
| SR36(13)_Cross_Sections_Part_2.pdf | ||
| SR36(13)_Cross_Sections_Part_1.pdf | ||
| SR36(13)_Cross_Sections_Part_3.pdf | ||
| DTFH68-16-B-00022.pdf |
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Text version
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 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 curve delta centerline 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
Wattle
Temporary Inlet Protection
Stabilized Construction Entrance
Silt Fence
Sediment Log
EROSION & SEDIMENT CONTROL SYMBOLS
Riprap
Erosion Control Mat
Diversion Berm
Check Dam
Bonded Fiber Matrix Mulching
A2
Sheet 1 of 2
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A A G e n s h t\
A
A s y m .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
U s e r k e ll y .t e r r e ll
CAN/A A6
STATE ROUTE 36
FLAP SR 36(13A)
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
MISCELLANEOUS SYMBOLS
See Note 4 4
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
A3
SYMBOLS AND ABBREVIATIONS
CONVENTIONAL PLAN
Sheet 2 of 2
Riparian Area
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A A G e n s h t\
A
A s y m .d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r k e ll y .t e r r e ll
CAN/A A6
SURVEY CONTROL
A4
REVISIONS (OR CHANGE NOTICES)
DESCRIPTION
NO.
DATE INIT.
Created 8/25/14 klw
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A A G e n s h t\
A
C o n tr o l.
d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r k e ll y .t e r r e ll
CAN/A A6
-1
-0
-0
JE
F F R
E Y D
IL
L A
R D
-1
-0
-0
N A
N C
Y A . D
O N
A T
H A
N -1
-0
-0
T A
Y L O
R H
O U S
T O
N
-1
-0
-0
R O
B
IN
L . R
O N
A Y
-1
-0
-0
M A
T T S
O N
R O
N A
L D R A
N G
E L A K
-1
-0
-0
M A
T T S
O N
R O
N A
L D R A
N G
E L A K
-1
-0
-0
S T E
V E
N R . L
A N
D R
Y
-1
-0
-0
W
IL
S O
N
S T E
V E C A
N N
E T T E L
-1
-0
-0
D E
N
IS
G
R O
M O
V
-1
-0
-0
R O
B E
R T V
A N
C E
-1
-0
-0
L
IV
IC
K
G A
R Y W M
A R
IE
B
-1
-0
-0
JA
M
E S F . E
D M
A N
-1
-0
-0
B A
N K O
F C
A L
IF
O R
N
IA
-1
-0
-0
A R
IK
A B
U R
N E T T -T
H O
M P S
O N
D U S
T
IN
M
IL
L E
R
H O
W A
R D B
A R
B A
N
-1
-0
-0
K E
N N
E T
H A
R M
S T R
O N
G
-1
-0
-0
W
IL
L
IA
M S
JA
C
O B M K
E T
A M
0-
1-
1-
ROBERT
M
EI
NHARDT
0-
1-
2-
SI
ERRA
PACI
FI
C
IN
DUSTRI
ES 21
0-
2-
2-
SI
ERRA
PACI
FI
C
IN
DUSTRI
ES
0-
2-
4-
LI
NDA
M . M
ATHES
JO
HN
F.
C
HRI
STI
NA
M . B
ALDW
IN
-1
-0
-0
JO
H
N P
O T T E
R -1
-0
-0
M A
R K V
E L L
IS
-1
-0
-0
D A
V
ID
L . R
E E
C E
, JR
M A
R Y L . S
O N
G E
R
-1
-0
-0
T
IM
O T
H Y V . P
E T R
U S
H A
M
IC
H E
A L R . P
E T R
U S
H A
C H
A R
L E S E . P
E T R
U S
H A
0-
1-
3-
LI
NDA
M . M
ATHES
CHRI
STI
NA
M . B
ALDW
IN
JO
HN
F.
-1
-0
-0
P A
T M
C A
N D
R E
W S
T O
M G
A L V
IN
H.
M
T.
N
R.
E
SEC.
H.
M
T.
N
R.
E
SEC.
H.
M
T.
N
R.
E
SEC.
SUBDI
VI
SI
ON
OAKLE
AF
SUBDI
VI
SI
ON
DEERFI
ELD
RANCH
OCTOBER,
6)
A
M
ENDED
PM
4, B
K1 P
G17
SEP
TE
M
BER,
PM
, B
K1 P
G8-
-2
-0
-0
A D
A M M . K
U N
T Z
-2
-0
-0
R Y
A N S
M A
R T
-2
-0
-0
R E
Y N
O L D
S
R U S S
E L L R
E B
E C
C A
-1
-0
-0
G E
A N A
F A
N A S
IE
F F
-1
-0
-0
G E
A N A
F A
N A S
IE
F F
-1
-0
-0
N A
T A S
A G
A V
R
IL
O V
IC
V L A
D
IS
L A
V T
A N
O V
D O
N K
A H
R
IS
T O
V A
-1
-0
-0
JA
M
E S P
E V
Y
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A A G e n s h t\
A
A s it e m a p te s t.
d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r k e ll y .t e r r e ll
CAN/A A6
STATE ROUTE 36
FLAP SR 36(13A)
S ta g e c o a c h R d
B u r r V a ll e y R d
12 miles Bridgeville, CA
+00
Existing roadway
1200'600'0
Scale in Feet
A5
Sheet 1 of 2
SITE MAP
H.
M
T.
N
R.
E
SEC.
CA FLAP SR 36(13A)
HUM MP 36.05
1903+00.00
BEGIN PROJECT
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A A G e n s h t\
A
A s it e m a p te s t.
d
U.S. DEPARTMENT OF TRANSPORTATION
U s e r k e ll y .t e r r e ll
CAN/A A6
STATE ROUTE 36
FLAP SR 36(13A)
-1
-0
-0
R O
B E R T V
A N C E
-1
-0
-0
R Y A N D
A H L
-1
-0
-0
W
ILLIA
M J. R
IC
H E
, JR
-1
-0
-0
S U
N S H
IN
E W . S
IM
M O
N S
0-
1-
6-
AI
YANA
G
UTI
ERREZ
RO
BERT
J.
N
EELY
II
C O
D Y M
A R K M
A C D
O N
A
LD
-1
-0
-0
-1
-0
-0
A R
IK
A B
U R N E T T -T
H O
M P S O
N
D U S T
IN
M
ILLE
R
-1
-0
-0
H O
W A R
D B
A R B
A N
-1
-0
-0
R E N
N E R
M
IC
H A E L L. &
M A R
ILY
N L.
-2
-0
-0
K O
H L
R O
Y F S
U S A N M
-2
-0
-0
S K A V D
A L
IV
E R A C
Y N T H
IA
D
D O
R O
T H
Y L
H O
C H
B E
R G S
IM
M O
N S
D E
N N
IS
H S
IM
M O
N S
-1
-0
-0
C A L V
IN
M . H
A E N
A
-1
-0
-0
D A V
ID
L. R
E E C E
, JR
M A R Y L. S
O N
G E R
-2
-0
-0
D
IN
S M
O R E
G
LO
R
IA
A
-2
-0
-0
W A R R E N
LA
V O
N N E A
D E N
N
IS
L. &
H .M
T . 1 N ., R . 5 E
S E C . 8
H .M
T . 1 N ., R . 5 E
S E C . 4
H .M
T . 1 N ., R . 5 E
S E C . 9
H .M
T N R E
S E C
ˆ
S U B D
IV
IS
IO
N
D E E R F
IE
LD
R
A N C H
H .M
T . 1 N ., R . 5 E
S E C . 5
-1
-0
-0
G E A N A
F A N
A S
IE
F F
210-191-018-000
LIVING TRUST
DEBRA JEAN MAY
-2
-0
-0
C A
M M
A C K
-2
-0
-0
S E A N A
P P E
LB
A U
M
-2
-0
-0
S E A N A
P P E
LB
A U
M
-2
-0
-0
C A
M M
A C K
-1
-0
-0
V a n g P a o Y a n g
Buck Mountain Rd.
0 2
+00
Existing roadway
CA FLAP SR 36(13A)
END PROJECT
HUM MP 40.44
2108+99.97
1 mile
Dinsmore, CA
Sheet 2 of 2
SITE MAP
A6
1200'600'0
Scale in Feet
Sheet and Description
B2
Miscellaneous Summary ALLOWANCE Bid
Schedule
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15206-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING STAKE STA 244.110 244.110
A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL
A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0100 15701-0000 SOIL EROSION CONTROL LPSM ALL
A0120 15703-2500 SOIL EROSION CONTROL, MULCHING, HYDRAULIC METHOD ACRE 50.0 Mulch disturbed slopes
A0140 20104-0000 CLEARING ACRE 65.7 0.3 66.0
A0160 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 20 As directed by the CO
A0180 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED As directed by the CO
CAPACITY BUCKET, 24-INCH WIDTH HOUR 20
A0200 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER HOUR 20 As directed by the CO
A0220 62201-3300 HYDRAULIC EXCAVATOR, 3/4 CUBIC YARD MINIMUM As directed by the CO
CAPACITY HOUR 20
A0240 62301-0000 GENERAL LABOR HOUR 40 As directed by the CO
A0260 62303-1000 SPECIAL LABOR, HIRED TECHNICAL
SERVICES(ENVIRONMENTAL SURVEYS) LPSM ALL
A0280 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL
A0300 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 15 180 See sheet C20
-S ep -2
9:
A M
N
C A \s r3 6(
R oa dw ay
\C A D
D _S he et s\ _S
R
(1 3A
B -S um m
SR
(1
3A
.x ls x]
Sh ee t
SUMMARY OF QUANTITIES - Schedule A
A M E N D
Line Item No.
Pay Item Number Pay Item Description Unit
Estimated Quantities
Remarks and/or Determination of Estimated
Quantity
STATE PROJECT
B1FLAP SR 36(13A)CA
SHEET
NUMBER
SUMMARY
MISCELLANEOUS
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A B S u m m
M I S
C S
U M
M .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
D I2
.3
M P
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
100'50'0
Scale in Feet
C1
NOTE:
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-101-011-000
ROBERT MEINHARDT
210-101-012-000
SIERRA PACIFIC INDUSTRIES
210-101-003-000
& LINDA M. MATHES
CHRISTINA M. BALDWIN,
JOHN F. &
1903+00 TO 1910+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
E = 6101410.21
N = 2052633.16
CA FLAP SR36(13A)
1903+00.00
Begin Schedule A areas.
Sort trees into hardwoods and conifers and stack in separate approximately Sta. 1923+80, 90' LT, as directed by the CO.
lengths and place on grantor's remaining property at
Limb all trees over 10" in diameter into a minimum of 10'
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
T
M P
M P
C2
100'50'0
Scale in Feet
NOTE:
1910+00 TO 1917+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information
Contact Caltrans District 1 R/W Engineering for1.
210-101-003-000
& LINDA M. MATHES
CHRISTINA M. BALDWIN,
JOHN F. &
210-101-012-000
SIERRA PACIFIC INDUSTRIES
areas.
Sort trees into hardwoods and conifers and stack in separate approximately Sta. 1923+80, 90' LT, as directed by the CO.
lengths and place on grantor's remaining property at
Limb all trees over 10" in diameter into a minimum of 10' areas.
Sort trees into hardwoods and conifers and stack in separate approximately Sta. 1923+80, 90' LT, as directed by the CO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
27202720
.3
O V
E R
H E
A D P
O W
E R
.1
O V
E R
H E
A D P
O W
E R
D I
0 ·
M P
0 ·
M P
7 ·
M P
7 ·
M P
9 ·
M P
2699.2
W E
L L
T A
N K
C3
100'50'0
Scale in Feet
NOTE:
1917+00 TO 1924+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-101-012-000
SIERRA PACIFIC INDUSTRIES
210-101-003-000
& LINDA M. MATHES
CHRISTINA M. BALDWIN,
JOHN F. &
areas.
Sort trees into hardwoods and conifers and stack in separate approximately Sta. 1923+80, 90' LT, as directed by the CO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
0 2
D I
M P
M P
.4
C4
100'50'0
Scale in Feet
NOTE:
210-192-004-000
& LINDA M. MATHES
JOHN F. & CHRISTINA M. BALDWIN,
210-192-012-000
SIERRA PACIFIC INDUSTRIES
210-101-012-000
SIERRA PACIFIC INDUSTRIES
1924+00 TO 1931+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for 1.
areas.
Sort trees into hardwoods and conifers and stack in separate approximately Sta. 1923+80, 90' LT, as directed by the CO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
9 ·
M P
9 ·
M P
D I
9 ·
M P
1 ·
M P
1 ·
M P
4 ·
M P
4 ·
M P
4 ·
M P2
.1
C5
100'50'0
Scale in Feet
M a tc h lin e
M a tc h lin e
NOTE:
1931+00 TO 1938+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-192-012-000
SIERRA PACIFIC INDUSTRIES
210-192-004-000
& LINDA M. MATHES
M. BALDWIN,
JOHN F. & CHRISTINA
and stack in separate areas.
trees into hardwoods and conifers
90' LT, as directed by the CO. Sort at approximately Sta. 1923+80, place on grantor's remaining property into a minimum of 10' lengths and
Limb all trees over 10" in diameter
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
D I
· 3 7 M
P
· 3 7 M
P
· 3 7 M
P
· 3 7 M
P
· 3 7 M
P
· 3 7 M
P
.3
O V E R
H E
A D P
O W
E R
.6
O V E R
H E
A D P
O W
E R
.6
O V E
R H
E A
D P
O W
E R
.5
O V E
R H
E A
D P
O W
E R
2969.342 OVERHEAD POWER
.6
P K P
A N
E L
100'50'0
Scale in Feet
C6
NOTE:
1938+00 TO 1945+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
1.
R/W information.
Contact Caltrans District 1 R/W Engineering for
210-192-004-000
& LINDA M. MATHES
JOHN F. & CHRISTINA M. BALDWIN,
210-192-020-000
JOHN POTTER
210-192-012-000
SIERRA PACIFIC INDUSTRIES
210-231-020-000
ADAM M. KUNTZ
by the CO.
place on grantor's remaining property as directed
Limb all trees 10" or greater in diameter and
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
S P
R
IN
G
T
S P
R
IN
G
100'50'0
Scale in Feet
C7
NOTE:
1945+00 TO 1952+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-192-020-000
JOHN POTTER
210-192-019-000
MARK VELLIS
210-231-020-000
ADAM M. KUNTZ
by the CO.
place on grantor's remaining property as directed
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2820 2820
2860 2860
28702870
28702870
3010 3020
D I
W
9 ·
M P
9 ·
M P
6 ·
M P
6 ·
M P
T
9 ·
M P
9 ·
M P
.9
T A
N K
T A
N K
W A
T E
R
T A
N K
T A
N K
100'50'0
Scale in Feet
C8
NOTE:
1952+00 TO 1959+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-192-007-000
KENNETH ARMSTRONG
210-192-019-000
MARK VELLIS 210-192-018-000
PAT MCANDREWS
TOM GALVIN &
210-231-020-000
ADAM M. KUNTZ
210-231-005-000
RYAN SMART
property as directed by the CO.
and place on grantor's remaining
Limb all trees 8" or greater in diameter directed by the CO.
place on grantor's remaining property as
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2910291
.4
D I
4 · 3
M P
4 · 3
M P
T
5 · 3
M P
5 · 3
M P
0 · 3
M P
0 · 3
M P
T A
N K
W A
T E
R F
A U
C E
T
W A
T E
R F
A U
C E
T
W A
T E
R F
A U
C E
T
R E S
E C
T
.5
C
A D
O T S
P I K
E
N A I L
P K N
A I L
T A
N K
0 1
100'50'0
Scale in Feet
C9
NOTE:
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
1959+00 TO 1966+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
210-192-007-000
KENNETH ARMSTRONG
210-192-017-000
JEFFREY DILLARD
210-192-016-000
NANCY A. DONATHAN
210-231-005-000
RYAN SMART
210-221-017-000
REYNOLDS
RUSSELL & REBECCA
directed by the CO.
place on grantor's remaining property as
Limb all trees 10" or greater in diameter and as directed by the CO.
and place on grantor's remaining property
Limb all trees 8" or greater in diameter
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
50 2650
.8
T
D I
.3
5 · 3
M P
5 · 3
M P
0 · 3
M P
0 · 3
M P
2 · 3
M P
2 · 3
M P
.5
.6
.7
P K P
A N
E L
.5
C
A D
O T S
P I K
E
T A
N K
W E
L L
T A
N K
W
T A
N K
T A
N
KT
A N
K
T A
N K
100'50'0
Scale in Feet
C10
B u rr C re e k
NOTE:
1966+00 TO 1973+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-192-016-000
NANCY A. DONATHAN
210-221-017-000
REYNOLDS
RUSSELL & REBECCA
as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter as directed by the CO.
Limb all trees 10" or greater in diameter
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2710 2710
27402750
D I2
.8
2 · 3
7 M P
2 · 3
7 M P
6 · 3
7 M P
6 · 3
7 M P
T
.7
P
IP
E W P
L G
T
K C
A .7
R
O W
W E
L L
T A
N K
W E
L L
T A
N K
T A
N K
W E
L L
W T
A N
K
W
W
T A
N K
T A
N K
T A
N K
100'50'0
Scale in Feet
C11
NOTE:
1973+00 TO 1980+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-192-016-000
NANCY A. DONATHAN
210-192-014-000
JAMES PEVY
210-191-005-000
STEVEN R. LANDRY
210-221-017-000
REYNOLDS
RUSSELL & REBECCA
as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
10 2710 2710
27202720
2740 27
S P
R I N
G
D I2
.3
0 ·
M P
0 ·
M P
5 ·
M P
5 ·
M P
W
D U
P
S P I K
E
C12
100'50'0
Scale in Feet
NOTE:
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
1980+00 TO 1987+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
210-191-005-000
STEVEN R. LANDRY
210-191-006-000
WILLIAMS
JACOB M. & KETA M.
210-191-007-000
WILSON
STEVE C. & ANNETTE L.
210-192-014-000
JAMES PEVY
210-192-013-000
ROBIN L. RONAY
210-191-046-000
MATTSON
RONALD R. & ANGELA K.
210-192-016-000
NANCY A. DONATHAN
as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter as directed by the CO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2700 2700
D I
.3
.2
5 ·
M P
5 ·
M P
T
0 ·
M P
0 ·
M P
8 ·
M P
8 ·
M P
2556215
100'50'0
Scale in Feet
C13
NOTE:
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
1987+00 TO 1994+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
210-191-046-000
MATTSON
RONALD R. & ANGELA K.
210-191-045-000
MATTSON
RONALD R. & ANGELA K.
210-191-007-000
WILSON
STEVE C. & ANNETTE L.
210-191-008-000
DENIS GROMOV
as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
50 2650
2660 2
M P
M P
T
M P
M P
100'50'0
Scale in Feet
C14
NOTE:
1994+00 TO 2001+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-008-000
DENIS GROMOV 210-191-009-000
GEAN AFANASIEFF
210-191-010-000
GEAN AFANASIEFF
210-191-045-000
MATTSON
RONALD R. & ANGELA K.
210-191-029-000
LIVICK
GARY W. & MARIE B.
210-191-028-000
NATASA GAVRILOVIC
VLADISLAV TANOV
DONKA HRISTOVA
as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
3 · 3
M P
3 · 3
M P
T
D I
.5
5 ·
M P
5 ·
M P
0 ·
M P
0 ·
M P
8 ·
M P
8 ·
M P
3 ·
M P
100'50'0
Scale in Feet
C15
M a tc h l in e
M a tc h l in e
100'50'0
Scale in Feet
NOTE:
2001+00 TO 2008+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
for R/W information.
Contact Caltrans District 1 R/W Engineering 1.
210-191-010-000
GEAN AFANASIEFF
210-191-011-000
ROBERT VANCE
210-191-028-000
NATASA GAVRILOVIC
VLADISLAV TANOV
DONKA HRISTOVA
210-191-027-000
JAMES F. EDMAN
210-191-026-000
TIMOTHY V. PETRUSHA
MICHEAL R. PETRUSHA &
CHARLES E. PETRUSHA,
210-191-026-000
TIMOTHY V. PETRUSHA
MICHEAL R. PETRUSHA &
CHARLES E. PETRUSHA,
210-191-011-000
ROBERT VANCE 210-191-012-000
DAVID L. REECE, JR
MARY L. SONGER &
the CO.
property as directed by grantor's remaining lengths and place on in diameter into 10'-12'
Limb all trees over 12" directed by the CO.
grantor's remaining property as into 10'-12' lengths and place on
Limb all trees over 12" in diameter as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
D I 2
.3
8 · 3
M P
8 · 3
M P
9 · 3
M P
9 · 3
M P
0 · 3
M P
0 · 3
M P
9 · 3
M P
9 · 3
M P
100'50'0
Scale in Feet
C16
NOTE:
2008+00 TO 2015+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-027-000
JAMES F. EDMAN
210-191-026-000
TIMOTHY V. PETRUSHA
MICHEAL R. PETRUSHA &
CHARLES E. PETRUSHA,
210-191-025-000
BANK OF CALIFORNIA
210-191-012-000
DAVID L. REECE, JR
MARY L. SONGER &
210-191-013-000
RYAN DAHL
directed by the CO.
grantor's remaining property as into 10'-12' lengths and place on
Limb all trees over 12" in diameter
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
00 2500
25302530
DI
2502.59
DI
2501.33
DI
2502.35
M P
M P
T
M P
M P
M P
M P
W
4058NAIL
NAIL
100'50'0
Scale in Feet
C17
NOTE:
2015+00 TO 2022+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-013-000
RYAN DAHL
210-191-014-000
WILLIAM J. RICHE, JR.
210-191-025-000
BANK OF CALIFORNIA
210-191-024-000
ARIKA BURNETT-THOMPSON
DUSTIN MILLER &
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
0 250
6 ·
M P
6 ·
M P
T T
5 ·
M P
5 ·
M P
S P
R I N
G
W
100'50'0
Scale in Feet
C18
NOTE:
2022+00 TO 2029+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-024-000
ARIKA BURNETT-THOMPSON
DUSTIN MILLER &
210-191-043-000
HOWARD BARBAN
210-191-044-000
CALVIN M. HAENA
210-191-041-000
RENNER
MICHAEL L. & MARILYN L.
210-191-014-000
WILLIAM J. RICHE, JR.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2500 2500
DI
2492.42
DI
2510.43
MP
MP
MP
MP
MP
MP
MP
MP
SPRING
W
8104PK PANEL
0+
100'50'0
Scale in Feet
C19
NOTE:
2029+00 TO 2036+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-014-000
WILLIAM J. RICHE, JR.
210-191-015-000
SUNSHINE W. SIMMONS
210-191-037-000
DOROTHY L. HOCHBERG-SIMMONS
DENNIS H. SIMMONS &210-191-039-000
BRESNAN
JOSEPH A. & JUDITH I.
210-191-041-000
RENNER
MICHAEL L. & MARILYN L.
210-191-044-000
CALVIN M. HAENA
as directed by the CO.
and place on grantor's remaining property
Limb all trees 10" or greater in diameter remaining property as directed by the CO.
in diameter and place on grantor's
Limb all oak and fir trees 8" or greater
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
255025
.9
W I R
E O
H
MP
MP
MP
T
MP
MP
UP
W
100'50'0
Scale in Feet
C20NOTE:
2036+00 TO 2043+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-037-000
DOROTHY L. HOCHBERG-SIMMONS
DENNIS H. SIMMONS &
210-191-035-000
Vang & Pao Yang
210-191-018-000
LIVING TRUST
DEBRA JEAN MAY
210-191-015-000
SUNSHINE W. SIMMONS
Sta. 2042+00.9, 57.1' LT
Sta. 2041+94.1, 96.4' LT
Sta. 2041+62.5, 50.0' LT
Sta. 2041+58.2, 89.8' LT of fence at approximately
Section 107.02. Place corners around Gilia plant. See
Place construction fence property as directed by the CO.
in diameter. Place on grantor's remaining
Limb all oak and fir trees 8" or greater as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
DIDI
2531.12
MP
MP
MP
MP
MP
MP
T
W
100'50'0
Scale in Feet
C21
NOTE:
2043+00 TO 2050+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-035-000
Vang & Pao Yang
210-191-018-000
LIVING TRUST
DEBRA JEAN MAY
210-191-015-000
SUNSHINE W. SIMMONS
210-191-016-000
AIYANA GUTIERREZ
ROBERT J. NEELY II &
property as directed by the CO.
and place on grantor's remaining
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
FLAP SR 36(13)
C15
10 2
0 2
2532.78
W
2535.062
OH WIRE18 FT
DI
2524.18
T
MP
MP
T
MP
MP
MP
MP
W
TANK 1
TANK 2
100'50'0
Scale in Feet
C22
NOTE:
2050+00 TO 2057+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-191-018-000
LIVING TRUST
DEBRA JEAN MAY
210-191-016-000
AIYANA GUTIERREZ
ROBERT J. NEELY II &
CODY MARK MACDONALD
210-191-017-000
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2540 25
25502550
25502550
25902590
2600 2610
DI
6.7
DI
6.5
MP
MP
MP
T
PK P
ANEL
0 2
100'50'0
Scale in Feet
C23
NOTE:
2057+00 TO 2064+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-221-001-000
CAMMACK
210-221-001-000
CAMMACK
CODY MARK MACDONALD
210-191-017-000
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
0 2
DI
2516.9
T
MP
MP
0 2
100'50'0
Scale in Feet
C24
NOTE:
2064+00 TO 2071+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-221-001-000
CAMMACK
210-221-001-000
CAMMACK
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2430 2430
0 2450
2460 24
0 2
T
MP
MP
MP
MP
100'50'0
Scale in Feet
C25
NOTE:
2071+00 TO 2078+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-221-001-000
CAMMACK
210-221-001-000
CAMMACK
210-201-018-000
SEAN APPELBAUM
210-201-017-000
SEAN APPELBAUM
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2400 2
DI
MP
MP
MP
MP
MP
MP
2393.5
100'50'0
Scale in Feet
C26
NOTE:
2078+00 TO 2085+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
R/W information.
Contact Caltrans District 1 R/W Engineering for1.
210-201-017-000
SEAN APPELBAUM
210-201-018-000
SEAN APPELBAUM
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
40 2440
247024
D I
D I
D I
M P
M P
M P
M P
M P
M P
M P
M P
T
M P
M P
2359.1
.3
.0
100'50'0
Scale in Feet
C27
NOTE:
2085+00 TO 2092+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36for R/W information.
Contact Caltrans District 1 R/W Engineering 1.
210-201-018-000
SEAN APPELBAUM
210-201-017-000
SEAN APPELBAUM
210-201-019-000
WARREN
LAVONNE A.
DENNIS L. &
210-201-016-000
DINSMORE
GLORIA A.
210-201-019-000
WARREN
LAVONNE A.
DENNIS L. &
property as directed by the CO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2380 2380
D I
D I
M P
M P
M P
M P
T
M P
M P
.0
2368.3
100'50'0
Scale in Feet
C28
NOTE:
2092+00 TO 2099+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
for R/W information.
Contact Caltrans District 1 R/W Engineering1.
210-201-016-000
DINSMORE
GLORIA A.
210-201-019-000
WARREN
LAVONNE A.
DENNIS L. &
210-201-019-000
WARREN
LAVONNE A.
DENNIS L. &
210-201-016-000
DINSMORE
GLORIA A.
property as directed by the CO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
DI
2371.70
MP
MP
MP
MP2
.3 4101
40.33 71;NAIL
100'50'0
Scale in Feet
C29
NOTE:
2099+00 TO 2106+00
PLAN SHEET
TREE CLEARING
STATE ROUTE 36for R/W information.
Contact Caltrans District 1 R/W Engineering1.
210-201-016-000
DINSMORE
GLORIA A.
210-201-025-000
KOHL
ROY F. & SUSAN M.
210-201-016-000
DINSMORE
GLORIA A.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A C
M L P
P C .d
U s e r k e ll y .t e r r e ll
CAN/A C30
STATE ROUTE 36
FLAP SR 36(13A)
2430.365
2488.364
MP
MP
T
MP
MP
100'50'0
Scale in Feet
C30
NOTE:
E = 6109236.37
N = 2065506.68
Station 2108+99.97
End Schedule A
2106+00 TO 2108+99.97
PLAN SHEET
TREE CLEARING
STATE ROUTE 36
for R/W information.
Contact Caltrans District 1 R/W Engineering1.210-201-025-000
KOHL
ROY F. & SUSAN M.
SILT FENCE
NO.
SHEET
SHEETS
TOTAL
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
U.S. DEPARTMENT OF TRANSPORTATION
REVISED:
U.S. CUSTOMARY DETAIL
6" min. trench
6" min.
18" min.
30" min.
24" min.
DETAILDETAIL APPROVED FOR USE 01/2011
C157-50
NOTE:
5.
4.
3.
2.
1.
mesh of equivalent strength.
6 in. x 6 in. or prefabricated polymeric
14-gauge steel wire with a mesh spacing of
Silt fence support mesh consists of
6 ft. (max.)
Post spacing without fence support mesh =
10 ft. (max.)
Post spacing with fence support mesh = water from running around the ends.
Curve the silt fence up the slope to prevent 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
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
Panel B
Steel or wood post
Geotextile, type V-A
Backfilled and compacted soil
Limits of clearing
Steel or wood post
Panel A
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 e
Note 3See
Staple or tieTop 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
See Note 5
Fence support mesh
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A E C .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
E4
DROP INLET PROTECTION (TYPE C)
PREFABRICATED FILTER INSERTDROP INLET PROTECTION (TYPE A)
SEDIMENT LOG
Back of curb
Face of curb
1-bag high
Spillway
PLAN VIEW - INLET AT SAG
high
1-bag
Spillway
B
B
SECTION A-A
Sediment log in full contact with the ground
Drop inlet grate
PLAN VIEW - INLET ON GRADE
Flow
Face of curb
Back of curb
Flow
1-bag high
Spillway basin
Catch
SECTION B-B
onto curb bags overlap
Gravel filled
A
A Drop inlet grate
PLAN
Drop inlet
DROP INLET PROTECTION (TYPE B)
GRAVEL BAG BERM
Flow
(stacked tightly)
Gravel filled bags
Spillway (beyond)
Drop inlet
Flow Flow
Drop inlet grate
See Note 3
2-bags high
Gravel filled bags
See Note 3
2-bags high
Gravel filled bags
See Note 6
Accumulated sediment
Accumulated sediment
Sediment log
Drop inlet grate
Expansion restraint
Prefabricated filter insert
Dump straps (2 each)
Lifting loops (2 each)
Drop inlet
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A E C .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
FLAP SR 36(13A)
E4
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
PROTECTION
TEMPORARY INLET
NO SCALE
Sheet 1 of 2
DETAILDETAIL APPROVED FOR USE 01/2011
C157-51
NOTE:
9" ø min. sediment log insert.
the drop inlet. Include a high-flow bypass in the
The prefabricated filter insert (type C) is sized to fit diameter.
silt-free coarse aggregate between 2" and 3" in geotextile fabric to the top of the fabric with clean, minimum of 18" upstream of the bags. Cover of bags on top of it. Extend the geotextile fabric a elevation. Anchor the fabric by placing the next layer fabric over the top of the bags to the spillway type IV-E along the upstream face of the bags. Place geotextile fabric conforming to Subsection 714.01(a) bags. Where tight fit is unachievable, install ensure no sediment flows between or underneath the
Pack gravel filled bags tightly together end to end to of curb minus 1".
Maximum top of gravel bag spillway elevation = Top material.
x 18". See SCRs Subsection 713.14A for gravel bag
Approximate finished dimension of gravel bags is 12" undisturbed soil.
than 24" on center. Drive stakes 12" (min.) into
Install sediment logs with stakes spaced no more as approved by the CO.
Select the inlet protection device to fit field conditions
6.
5.
4.
3.
2.
1.
1" x 1" or 1" ø wood stake. See Note 2.
E2
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A E C .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
FLAP SR 36(13A)
E4
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
PROTECTION
TEMPORARY INLET
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
NO SCALE
Sheet 2 of 2
DETAILDETAIL APPROVED FOR USE 01/2011
C157-51
NOTE:
8" x 8" x 16" (nominal)
Concrete masonry unit
9"
8" x 8" x 16" (nominal) Concrete masonry unit
16"
2"
18"
12" min.
12" min.
2" x 2" (nominal) wood frame used to retain concrete blocks
2" x 4" (nominal) wood stud flared end section
Culvert inlet with
See Note 5
See Note 5
12" min.
12" max.
Trench 2" min.
12" min.
2" min.
Trench
Flow
STAKE DETAIL
FIBER ROLL JOINT DETAIL
SECTION C-C
Overflow water
Filtered
DROP INLET PROTECTION (TYPE D1)
BLOCK AND GRAVEL
Curb inlet
Sediment laden runoff
Accumulated sediment
Overflow
Curb inlet
SECTION D-D
D
D
CURB INLET PROTECTION (TYPE D2)
BLOCK AND GRAVEL
CC
See Note 1
Gravel filter
Wire mesh 8" x 8" x 16" (nominal)
Concrete masonry unit
9"
8" x 8" x 16" (nominal) Concrete masonry unit
16"
2"
18"
2" x 2" (nominal) wood frame used to retain concrete blocks
2" x 4" (nominal) wood stud
See Note 1
Wire mesh
Drop inlet with grate
Filtered water
Accumulated sediment
See Note 1
Gravel filter
See Note 1
Wire mesh
Wire mesh
E
E
SECTION E-E
PLAN
CURB INLET PROTECTION (TYPE E)
INLET PROTECTION DEVICE
12" min.
12" min.
See Note 2 Inlet protection device
Curb and gutter
Filtered water
Accumulated sediment
Curb inlet
Curb inlet
See Note 2 Inlet protection device
Dimensions may vary to fit field conditions.
recommendations.
device according to manufacturer's other prefabricated filter material. Install of continuous filter tubing filled with gravel or
Inlet protection device (Type E) may consist openings.
in diameter. Use wire mesh with 1/2" x 1/2" silt-free coarse aggregate between 2" and 3"
For Type D1 and D2 gravel filter, use clean, laden runoff Sediment
AT CULVERT INLET
SEDIMENT LOGS
to the manufacturer's recommendations.
Sediment logs may be overlapped according sediment log rather than under it.
ensure storm water is forced to flow through against upstream side of sediment log to trench bottom and sides. Tamp soil backfill sediment logs in continuous contact with trenches parallel to the contour. Place the
For sediment logs on bare soil, construct of the sediment log.
12" deep. Expose stakes 2" above top
Drive stakes into undisturbed soil at least
Stake sediment logs at each end.
1" Ø wood stakes. Space stakes 4' o.c. max.
Stake sediment logs in place with 1" x 1" or prior to installation.
Repair all rills or gullies and properly compact
3.
2.
1.
8.
7.
6.
5.
4.
Proposed ground culvert side of sediment log
Place excavated material on culvert inlets sediment logs around
Install 3 - 9" Ø min. x 10' to eliminate gaps. See Note 8.
together. Tie ends if necessary
Abut sediment log ends tightly
E3
CHECK DAM
6"
6"
18"
6''
24" (typ.)
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
NOTE:
18'' (typ.)
6'' min
7.
6.
5.
4.
3.
2.
1.
for gravel bag material.
See Subsection 713.14A of the Special Contract Requirements around the ends of the sediment log.
Provide sufficient length to prevent water from flowing
Expose stakes 2" (min.) above top of log.
Drive stakes into undisturbed soil of trench bottom 16" (min).
2' (max) spacing.
Drive stakes at each end of the sediment log and at
Stake sediment logs in place with 1⅛" x 1⅛" wood stakes.
Install check dams in ditches perpendicular to the flowline.
Repair all rills or gullies prior to installation.
requirements of the check dam device.
may be used as approved by the CO, to meet the functional
Check dams of sediment logs, riprap, or gravel bags
157-A
Check D am Spacin g
RIPRAP CHECK DAM
PROFILE VIEW
CROSS SECTION
NO SCALE
1:
(t yp
PROFILE VIEW
CROSS SECTION
V-DITCH
CROSS SECTION
TRAPEZOIDAL DITCH
on ditch grades steeper than 6%
* Do not use gravel bag check dams
See Note 7
Gravel bag
GRAVEL BAG CHECK DAM
CHECK DAM SPACING
(S) (S)
S p a c in g
V
V e r ti c a l
S p a c in g
V
V e r ti c a l
Ponded water
SPACING (V) max.
DITCHES
ROADSIDE
SPACING (S) max.
EDGE OF FILLS
10 ft2 ft
Check D am Spacin g
Check D am Spacin g
Class 1 riprap
Class 1 riprap Ponded water
Class 1 riprap
Gravel bag
24" (typ.)
E4
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A E A .d
SPECIAL
U.S. CUSTOMARY SPECIAL
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
E4
635-A
DETAIL A
G20-2
G20-2
See Note 11
G20-1 See Note 10
W20-1
See Note 9
W16-8P
W20-1 over
ROAD WORK
END
WORK
ROAD
AHEAD
ROAD WORK
END
NOTE:
NO SCALE
Pr oj ec t L im its
ROAD NAME
WORK
ROAD
AHEAD
BURR VALLEY ROAD
SPEED
LIMIT
SPEED
LIMIT
W3-5
W or k zo ne A re a of In flu en ce as d et er m in ed b y th e
CO
R2-11
FINES
DOUBLE
SPEED
LIMIT
R2-1
R2-6aP
DOUBLE
FINES
ZONE
END
WORK
ZONE
G20-5aP
0'
0'
0'
0'
0'
0'
0'
W3-5
R2-1
SPEED
LIMIT
0'
0'
0'
END
SPEED
LIMIT
R3 (CA)
W3-5
SPEED
LIMIT
SPEED
LIMIT
R2-1
SPEED
LIMIT
W3-5
Di re ct io n of tr av el
Di re ct io n of tr av el light warning
Type B light warning
Type B light warning
Type B light warning
Type B
See Note 5
TRAFFIC
FINES DOUBLED
IN WORK
ZONES
0'
0'
C40 (CA)
ROAD WORK
NEXT 5 MILES
SHARE
THE
ROAD
W11-1
W16-1P
ADVANCE SIGNING
TEMPORARY TRAFFIC CONTROL
panelStyle:Caltrans Construction Guide.ssi
5.9" 12.3" 5.8"
2'-0"
3"C
W=8.3"
3"C
W=12.3"
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
2"
2"
2" panelStyle:Caltrans Construction Guide.ssi
6" 12" 6"
2'-0"
1.5"
2"C
W=11"
1.5"
2"C
W=8.3"
1.5"
2"C
W=12"
1.5"
M.U.T.C.D.: 2009 Edition
BORDER
R=1.5"
TH=0.63"
IN=0.47"
DETAIL B, SIDE 1
DETAIL B, SIDE 2
B u rr V a lle y R o a d
E x is tin g D riv e w a y
B u rr V a lle y R o a d o r
Type 3 Barricades, See Note 15
Type 2 Barricade with reversible sign, See Note 15
See Detail A
R2-1
SPEED
LIMIT
R2-1
R2-10
BEGIN
DOUBLE
FINES
ZONE
V1
Sheet 1 of 2 inch orange flags for daytime work. Do not measure flags for payment.
Equip all signs with two 16 square text R2-1 Speed Limit sign.
signs which are orange with black text with an image of the yellow with black
Limit signs which are yellow with black text and the W3-5 Speed Reduction
All advance signing is orange with black text except for the R2-1 Speed driveways and side roads are allowed on the mainline.
and major roads. Flip sign and remove Type 3 barricades when traffic from reversible signs shown in Detail B at the intersection of all existing driveways
Place Type 3 Barricades to close the road. Place Type 2 Barricade with retroreflective sheeting types.
Refer to the Section 635 of the Special Contract Requirements for allowable
State standards may be used as an alternative if approved by the CO.
that an encroachment permit has been obtained.
If signing on a roadway under a jurisdiction other than the client agency, verify whole mile.
each end of the project. Show the distance on the G20-1 sign to the nearest
For work zones that are 2 miles or more in length, install G20-1 signs at the distance to the work area in feet or in miles.
The message on the W20-1 signs may be "ROAD WORK AHEAD" or may specify of the road on which the construction does occur (applies to major roads only).
construction work occurs, include a supplementary plaque indicating the name
If W20-1 is placed on a roadway other than that on which the actual post-mounted signs when not applicable.
Do not store traffic control devices along the roadway when not in use. Cover
Maintain two-way traffic during all non-work hours except as approved by the CO.
NCHRP-350 or MASH for crashworthiness.
Ensure all sign supports exposed to impact by traffic meet the requirements of on both left and right sides of the road.
construction limits as well as at the intersection with Burr Valley Road
Install work zone speed limit signs as shown in Detail A every mile within construction conditions.
Additional or different message signs may be required to fit the actual messages as required.
locate the warning signs as determined by the CO for best results. Vary
Where advance warning signs, placed as shown, interfere with permanent signs, traffic control plan as necessary to accommodate actual operations.
to this project. The Contractor may add or delete information and details in this
Not all details shown on the temporary traffic control sheets may be applicable depicted for the opposite direction of travel.
Signs are shown for one direction of travel only. Place devices similar to those
Erect all project advance warning signs before starting construction work.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
A
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A V V S
P B .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
V7
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A V V
V
T C
C
A d v a n c e S ig n in g .d g n
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
FLAP SR 36(13A)
V7
2430.365
2488.364 400'200'0
Scale in Feet
E N
D O
F E X
IS
T
IN
G S
U R V E Y D
A T A
R2-1 light warning
Type B
SPEED
LIMIT
W3-5
SPEED
LIMIT
R2-1 light warning
Type B
SPEED
LIMIT
W3-5
W11-1
SHARE
THE
ROAD
W16-1P
C40 (CA)
TRAFFIC
FINES DOUBLED
IN WORK
ZONES
WORK
ROAD
AHEAD
ROAD WORK
NEXT 5 MILES
SPEED
LIMIT
DOUBLE
FINES
ZONE
END
R2-11 R2-1
SPEED
LIMIT
light warning
Type B
W3-5
END
SPEED
LIMIT
SPEED
LIMIT
R2-1
ROAD WORK
END
SPEED
LIMIT
light warning
Type B
W3-5
G20-2 light warning
Type B
SPEED
LIMIT
W3-5
SPEED
LIMIT
R2-1
SPEED
LIMIT
light warning
Type B
W3-5 W11-1
SHARE
THE
ROAD
W16-1P
TRAFFIC
FINES DOUBLED
IN WORK
ZONES
C40 (CA)
WORK
ROAD
AHEAD
ROAD WORK
NEXT 5 MILES
R2-11
DOUBLE
FINES
ZONE
END 15
SPEED
LIMIT
R2-1
SPEED
LIMIT
light warning
Type B
W3-5
END
SPEED
LIMIT
R3 (CA)
ROAD WORK
END
G20-2
W3-5
SPEED
LIMIT
light warning
Type B
SPEED
LIMIT
R2-1
Sheet 2 of 2
635-A
ADVANCE SIGNING
TEMPORARY TRAFFIC CONTROL
ENDING OF PROJECT
G20-1
W20-1
E X
IS
T
IN
G
PA
V E
M E N T
IS
A
PPR
O
X
IM
A T E
W20-1
G20-1
400'200'0
Scale in Feet
NOTE:
SPEED
LIMIT
R2-10
R2-1
SPEED
LIMIT
R2-10
BEGIN
DOUBLE
FINES
ZONE
BEGIN
DOUBLE
FINES
ZONE
V2
R3 (CA)
dimensions, and additional details.
See 635-A Sheet 1, for sign spacing, 1.
BEGINNING OF PROJECT
MPH FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
TEMPORARY TRAFFIC CONTROL
(WITH FLAGGERS)
ROAD CLOSURE LAYOUT
635-B
V3
TEMPORARY TRAFFIC CONTROL
(WITH FLAGGERS)
ROAD CLOSURE LAYOUT
Traffic flow
Traffic flow
Spacing Table)
(See Length and
LENGTH AND SPACING TABLE
SPEED*
APPROACH
Spacing Table)
(See Length and WORK SPACE
See Note 4
G20-2
See Note 4
W20-1 W3-4
(optional)
W16-2P
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C posted speed, not the advisory speed.
Approach speed based on the regulatory *
BUFFER SPACE
LENGTH
BUFFER SPACE
NOTE:
NO SCALE
Expressway / Freeway
Flagger location
Flagger location
ADVANCE WARNING AREA (See Sign Spacing Table)
TERMINATION AREAVARIABLEBUFFER SPACEABC
(optional)
A
WORK
ROAD
AHEAD
BE
PREPARED
TO STOP
ROAD WORK
END
xxx
FEET
C9A(CA)
7.
6.
5.
4.
3.
2.
1.
station.
Place a minimum of four cones at 50' intervals in advance of flagger footprint of the lighting on the ground shall be at least 20' in diameter.
illuminated and clearly visible to approaching traffic. The illumination
During the hours of darkness, the flagging-station and flagger shall be traffic as well as approaching vehicles after the first vehicle has stopped.
conspicuous place, facing traffic at all times, be visible to approaching
Additional advance flaggers are required. Flagger should stand in a the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
For night time flagging operation, provide floodlighting at flagger stations.
WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
If closure is completely within the project limits, eliminate the "ROAD name of the Contractor on the pilot car.
at a conspicuous location on the rear of vehicle. Prominently display the
For pilot car operation, mount the "PILOT CAR FOLLOW ME" (G20-4) sign conditions as approved by the CO.
Final location and spacing of signs and devices may be changed to fit field payment.
16 square inch orange flags for daytime work. Do not measure flags for those depicted for the opposite direction of travel. Equip all signs with two
Signs are shown for one direction of travel only. Place devices similar to
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A V V S
P E .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
MPH
SPACING IN FEET
FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
50' - 100' (optional)50' - 100'
SINGLE LANE CLOSURE LAYOUT
TEMPORARY TRAFFIC CONTROL
(WITH FLAGGERS)
635-C
See Note 6
10' min.
V4
Traffic flow
Traffic flow
See Note 4
W20-1 W20-4
See Note 4
G20-2
Spacing Table)
(See Length and
(optional)
WORK SPACE (optional)(optional)
(optional)
W13-1P
(optional)
W16-2P
7.
6.
5.
4.
3.
2.
1.
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
not the advisory speed.
Approach speed based on the regulatory posted speed, *
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
LENGTH
BUFFER SPACE
NOTE:
NO SCALE
Expressway / Freeway
Channelizing devices
Flagger location
Flagger location
ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC
(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA
Device spacing
BUFFER SPACE
WORK
ROAD
AHEAD
ONE LANE
ROAD
AHEAD
xx
MPH
xxx
FEET
ROAD WORK
END
C9A(CA)
the buffer space.
Do not allow equipment, materials, or vehicles to be parked or stored in
Requirements, Section 156.
For project specific minimum width, refer to the Special Contract
For night time flagging operation, provide floodlighting at flagger stations.
WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.
If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.
a conspicuous location on the rear of vehicle. Prominently display the
For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.
Final location and spacing of signs and devices may be changed to fit field payment.
16 square inch orange flags for daytime work. Do not measure flags for those depicted for the opposite direction of travel. Equip all signs with two
Signs are shown for one direction of travel only. Place devices similar to
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A V V S
P F .d
U.S. DEPARTMENT OF TRANSPORTATION
CENTRAL FEDERAL LANDS HIGHWAY DIVISION
FEDERAL HIGHWAY ADMINISTRATION
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
Numerical value of posted speed
Width of offset in feet for S ≤ 40 MPH for S ≥ 45 MPH
MPH
SPACING IN FEET
FEET
FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
to work in miles per hour
635-D
TEMPORARY TRAFFIC CONTROL
SHOULDER CLOSURE LAYOUT
See Note 2
10' min.
V5 limit or 85 percentile speed prior
Traffic flow
Traffic flow
Shoulder taper formula:
Where:
L =
L =
Minimum length of taper
Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.**
Approach speed based on the regulatory posted speed, not the advisory speed.*
S =
W =
L =
W21-5
See Note 3
W20-1
See Note 3
G20-2
See Note 3
W20-1
See Note 3
G20-2
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
Spacing Table)
(See Length and
WS
WS²
(optional) TERMINATION AREA
(optional)
W13-1P
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
ROAD WORK
END
ROAD WORK
END
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
MINIMUM TAPER LENGTH**
LENGTH
BUFFER SPACE
NOTE:
NO SCALE
Expressway / Freeway
Channelizing devices
A Device spacing
AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB
(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)
W
SHOULDER
WORK
xx
MPH
daytime work. Do not measure flags for payment.
Equip all signs with two 16 square inch orange flags for parked or stored in the buffer space.
Do not allow equipment, materials, or vehicles to be
ROAD WORK" (G20-2) signs.
eliminate the "ROAD WORK AHEAD" (W20-1) and "END
If shoulder closure is completely within the project limits, Contract Requirements, Section 156.
For project specific minimum width, refer to Special changed to fit field conditions as approved by the CO.
Final location and spacing of signs and devices may be
5.
4.
3.
2.
1.
REG STATE PROJECT
NO.
SHEET
SHEETS
TOTAL
P
M N C
A s r R o a d w a y C
A D
D S h e e ts S
R
A V V S
P H .d
U s e r k e ll y .t e r r e ll
CAN/A
STATE ROUTE 36
4" Temporary solid
Double 4" temporary solid
Numerical value of posted speed
Width of offset in feet for S ≤ 40 MPH for S ≥ 45 MPH
MPH
SPACING IN FEET
FEET
FEET
Rural greater than 50 MPH
Urban and Rural 35 MPH to 50 MPH
Urban and Rural 30 MPH and less
SIGNS IN FEET
to work in miles per hour markings. If nearest no-passing zone is within 400', 635-E
TEMPORARY TRAFFIC CONTROL
SHOULDER CLOSURE LAYOUT
PART LANE WIDTH AND
See Note 3
10' min.
See Note 3
10' min.
V6
Traffic flow
Traffic flow
W5-1
Spacing Table)
(See Length and
R4-1
(optional)
W13-1P
7.
6.
5.
4.
3.
2.
1.
See Note 5
G20-2
ROAD WORK
END
ROAD WORK
END
See Note 5
G20-2 limit or 85 percentile speed prior
Shifting taper formula:
Where:
L =
L =
Minimum length of taper
S =
W =
L =
LENGTH AND SPACING TABLE
SPEED*
APPROACH
AREA
TAPER
SPACE
BUFFER
SPACE
WORK
CHANNELIZING DEVICE
WS
WS²
SIGN SPACING TABLE
ROAD TYPE
DISTANCE BETWEEN
A B C
Approach speed based on the regulatory posted speed, not the advisory speed.*
See Note 5
W20-1
(optional) (optional) (optional) TERMINATION AREA
LENGTH
BUFFER SPACE
MINIMUM TAPER LENGTH
NOTE:
NO SCALE
Expressway / Freeway pavement markings
Remove conflicting yellow centerline. See Note 4.
to provide access to work space in downstream taper if…
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