departm ent of transportation

05-105 KA-5796-01_PSE_P1o n :
0 0
FEDERAL AID PROJECT
Site No. 2
Site No. 6B
(Sheet 15-16)
(Sheet. 21-22)
o n :
n -0
1 .d
g n
F il
Quantities and General Notes
Site 6B Plan and Cross Sections 37-39
40-47
51-57
8-11
26-27
31-33
34-36
58
62-72
Concrete Ditch Lining49
Adjustment of Catch Basin
subsidiary to other items.
QUANTITIES: Items not listed separately in the Summary of Quantities, but required to complete the construction will not be paid for separately, but are
required to follow Section 901.3a(2) of the Standard Specifications. Stabilization is required before moving to the next location.
SEEDING: The project is considered "routine maintenance less than 5 acres" according to section 1.1a of the NPDES General Permit. The Contractor is
adjustment.
DO NOT DISTURB EXISTING INLETS: Contractor shall repair at their expense any construction-related damage to existing inlets not specifically noted for
KDOT Standard Drawings.
REMOVE AND RESET SIGN: See plan sheets for location of signs to be removed and reset. Footings, Posts, and Placement shall be in accordance with
for directly, but is subsidiary to other bid items in the contract.
EXISTING GUARDRAIL TO REMAIN: Existing flexible markers that are missing or in poor condition shall be replaced (see RD610). This work will not be paid
accommodate this are included in bid items.
the Engineer. Reconstructed guardrail, where specified to used, shall be installed based on current KDOT Standard Drawings. New hardware and posts to
REMOVAL AND RECONSTRUCTION OF GUARDRAIL: Final quantities of new guardrail, re-used guardrail, and/or guardrail removal shall be determined by
the plans. Supplying and placing sand in abandoned guardrail post holes shall be subsidiary to the bid item "Removal of Steel Plate Guardrail".
REMOVAL OF EXISTING GUARDRAIL: After existing guardrail is removed, post holes shall be filled with sand and compacted unless specified otherwise in
the project will be paid for as "Guardrail, Removal of Steel plate".
salvaged will become the property of the Contractor and be disposed of on sites provided by the Contractor. Guardrail which is removed but not re-used on
any material removed from the project. Material designated for salvage shall be stockpiled on the project site for removal by KDOT forces. Material not
SALVAGEABLE MATERIAL: Prior to removal of all existing guardrail, posts, end terminals and hardware; KDOT will inspect and have the option to salvage
EARTHWORK MATERIALS: All proposed fill materials shall be approved by the Engineer prior to use.
repaired and seeded by the Contractor at their expense.
REPAIR OF EXISTING SLOPES: All Contractor generated rutting or other damage to medians, foreslopes or other areas outside of the pavement shall be
closure period.
The Contractor shall schedule their work such that removal of existing guardrail shall be limited to the extents that can be replaced during the same lane
Contractor shall be limited to one site at a time. The Contractor shall not leave the Work Zone with a blunt end barrier or guardrail facing oncoming traffic.
removed, the Contractor shall have 5 days to complete installation of the new guardrail and shall work at that site until the new guardrail is installed.
shall only be implemented between the hours of 9:00 AM to 3:00 PM and/or 7:00 PM to 6:00 AM Monday through Friday. Once the existing guardrail is
WORK HOURS AND SCHEDULE: Refer to the Traffic Control Plan for sequencing the Work and lane closure restrictions. Lane closures on this project
underground street lighting conduit locations (to be located by others).
UTILITIES: The Contractor shall verify if any utilities will conflict with construction activities. Coordinate with the KDOT Area Office for location of KDOT's
the Engineer at the time of design as well as Wyandotte County appraiser's office GIS data.
RIGHT-OF-WAY INFORMATION: All rights-of-way shown in the plans are approximate and are based on prior construction plans and strip maps available to
approved by the Engineer.
features have been depicted based on available LiDAR data and aerial photography. Contractor shall field verify existing conditions and adjust as
PROJECT SURVEY: Survey books and data are available from the KDOT Area office. Any items borrowed from these offices must be returned. Additional
KANSAS DEPARTMENT OF TRANSPORTATION
o n :
0 0
3 -0
0 4
587+71.34 to 588+21.21
Rt.
Rt.
Rt. 47.95
557+47.20 to 557+95.15
Site 1B
561+44.70 to 562+21.91 Lt.
98.73
77.21
Site 2
Site 3
Lt. 99.54
Median 226.59
Site 4A
Site 5A
Site 5B
Site 6A
Site 6B
Lt.
Rt.
Lt.
Rt.
Lt.
47.23
55.48
47.75
36.33
50.69
109.38
1,281.38
16.2
15.8
12.7
22.0
AS-1 Quantities increased by 5% to accommodate variations in
= Typical AS-1 Placement
603+02.10 to 603+49.85
AREA (SQ. YD)
1
Mobilization
Each
Each2
2
11
1
Sign (Remove and Reset)
Lump Sum Lump Sum
Lump Sum Lump Sum
Lump Sum Lump Sum
Adjustment of Catch Basin
Slope Drain (Stone)
Flume Inlet (Concrete)
Lin. Ft. 46
Contractor Construction Staking
Water (Grading)(Set Price)
Cu. Yd.
Cu. Yd.
Cu. Yd.
For Temporary Erosion and Pollution Control Quantities, See Sheet 51
For Adjustment of Catch Basin Quantities, See Sheet 50
Notes:
84
451
Chevron (W1-8)
STATION SIDE
to the "Aggregate for Shoulders (AS-1)" bid item. Quantities are
Subsidiarypreparation and minor grading to achieve this work is
surfaced with 4" thick Aggregate for Shoulders (AS-1). Site
AGGREGATE FOR GUARDRAIL PADS: 10:1 Guardrail Pads shall be
Guardrail, Steel Plate
STATION TO STATION SIDE
Site 1A
Site 1B
150.00
Site 3
Lt.
1
Rt.
Site 5A
Rt. 1
Site 5B
1
NOTE:
11TOTAL
o n :
0 0
3 -0
0 4
C.Y C.Y
50.00
50.00
1
37.50589+27.97 to 589+77.94
Lt.
175.00
687.50
STATION
28
0
á18' Rt.
á17' Lt.
á60' Lt.
593+86.89 to 594+36.26
596+66.24 to 597+13.67
601+77.55 to 602+16.52
603+01.99 to 603+49.85
608+81.06 to 609+31.01
616+34.33 to 616+86.85
628+78.98 to 629+19.84 Lt.
1
re-feed conductor and install and energize existing
concrete footing with appropriate conduit sweeps,
light, demolish the existing footing, construct new
and incidentals necessary to remove the existing street
Sum and shall include all labor, materials, equipment,
The bid item "Electric Lighting System" shall be Lump
105
10312010
10
9
84
VMF
0.83
0.83
0.83
0.83
0.83
0.83
á18' Rt.
á17' Lt.
á60' Lt.
á68' Rt.
Site 6B
Exist. Street Light to be Reset
on new concrete footing.
Sta. 587+43
Site 3
Ditch Lining at Site 6, all of which is to be wasted by the Contractor at sites provided by the Contractor.
Includes 11 Cu. Yds. of Concrete Ditching Lining (assumed 5" thick) at Site 4 and 5 Cu. Yds. of Concrete
3. End Area computations for Compaction quantities have been adjusted to account for Agg. Shldr. (AS-1).
is estimated to be 10".
Rock Excavation at site(s) provided by the Contractor. Thickness of existing shoulder pavement to be removed
2. Rock Excavation accounts for pavement removal specified in the plans (Site 6). Contractor shall waste
1. VMF's are assumed.
Thrie Beam beyond Bullnose End Terminal Paid as
R&R = Remove and Reconstruct Existing Guardrail.
É = Bullnose End Terminal.
± = Alt. #1: Guardrail End Terminal (FLEAT) or
ñ = Guardrail End Terminal (SKT)
LENGTH
R T
005_KA579601rpl-01.dgnFile:
Squad: XXXXXXXX
G U
A R
D R
6'
105'
5'5'
gÜ
4'
Asphalt
Existing
RD606 FOR CLARIFICATION).
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE OF POST (SEE
GUARDRAIL LENGTHS ARE MEASURED ALONG THE FACE OF THE RAIL.
DO NOT DISTURB EXISTING GUARDRAIL TO REMAIN.
L.P. = EXISTING LIGHT POLE.
7 8 9556
L.P .
850
860
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
860
850
860
850
R T
KA510802rxs-01.dgnFile:
DATE REVISIONS BYNO.
Squad:
9 0 .9
R T
Squad: XXXXXXXX
G U
A R
D R
7
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
558+00.00 558+00.00
CUT: 1.5 850
10:1 2 0 .6
R T
008_KA579601RPL-02.DGNFile:
Squad: XXXXXXXX
G U
A R
D R
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE OF
THE RAIL.
E.O.P = EDGE OF PAVEMENT.
É = REMOVE AND RECONSTRUCT EXISTING GUARDRAIL.
R = 2500'
Connect to existing
2 3 4
90 80 70 60 50 40 30 ì 10 20
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20
561+71.36 561+71.36
562+00.00 562+00.00
R T
Squad:
ì WB K-5 ì EB K-5
FILL: 8.1
CUT: 1.6
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20
562+42.40 562+42.40
562+50.00 562+50.00
562+60.25 562+60.25
R T
Squad: XXXXXXXX
G U
A R
D R
ì WB K-5 ì EB K-5
FILL: 5.3
CUT: 2.6
0
5
CUT: 0.0
CUT: 0.0
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20
840
850
860
860
850
840
860
850
840
850
860
840
R T
Squad: XXXXXXXX
G U
A R
D R
S T
A . 5
6 3
+ 0 0
T O
S T
A . 5
6 3
+ 5 0
10:1 10:1
1 '
R T
Squad: XXXXXXXX
G U
A R
D R
ì K-5
STANDARD SPECIFICATIONS. SEE KDOT STANDARD DRAWING TE201A.
EXIST. FOUNDATION TO BELOW GRADE IN ACCORDANCE WITH THE
BE REMOVED AND RESET ON A NEW CONCRETE FOUNDATION. DEMOLISH
REMOVE AND RESET STREET LIGHT NOTE: EXISTING STREET LIGHT SHALL
Off-Ramp to 18th Street
570 1 2
90 80 70 60 50 40 30 ì 10 20
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20
880
870
880
880
870
880
R T
Squad:
ì WB K-5
ì EB K-5
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20
570+00.00 570+00.00FILL: 4.2
CUT: 0.0
R T
Squad: XXXXXXXX
G U
A R
D R
ì EB K-5ì WB K-5
10:110:1
R T
Squad: XXXXXXXX
G U
A R
D R
THE RAIL.
14.24'LT
+52.41
ç 78'-6"
Varies
150'
60'-0"
K A
N SA
R T
Squad: XXXXXXXX
G U
A R
D R
Guardrail
Existing
ô = SEE KDOT STANDARD DRAWING RD607
Limits
Const.
ó
FOUNDATION. DEMOLISH EXIST. FOUNDATION
See Notes, this Sheet.
and Reset Street Light.
flatter
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE
FACE OF THE RAIL.
AT STATION 589+04.05, ADJUST CATCH BASIN INLET
SPECIFIED OTHERWISE.
REM. EX. GR = REMOVE EXISTING GUARDRAIL.
PIERS.
7 8 9 590 1
L.P.L.P.
810
90 80 70 60 50 40 30 ì 10 20
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20
S T
A . 5
8 6
+ 5 0
T O
S T
A . 5
8 7
R T
Squad:
ì EB K-5ì WB K-5
587+50.00
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20
588+00.00 588+00.00
588+50.00 588+50.00
589+00.00 589+00.00
R T
Squad: XXXXXXXX
G U
A R
D R
ì EB K-5
ì WB K-5
10:1 10:110:1 4:1
F.L. Elev. = 808.72
5 5 .5
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20
590+00.00 590+00.00
590+15.92 590+15.92
R T
Squad: XXXXXXXX
G U
A R
D R
S T
A . 5
8 9
+ 5 0
T O
S T
A . 5
9 0
+ 15 .9
790
800
790
CUT: 0.2
FILL: 0.2
CUT: 0.0
90 80 70 60 50 40 30 ì 10 20
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90 10
20 30 40 50 60 70 80 90 10
ì EB K-5ì WB K-5
K A
N SA
R T
Squad: XXXXXXXX
G U
A R
D R
0 0
FILL: 4.5
CUT: 0.3
R T
Squad: XXXXXXXX
G U
A R
D R
Limits
Const.
TO GUARDRAIL BID ITEMS.SUBSIDIARYAROUND NEW POSTS. THIS WORK IS
(LOW STRENGTH) TO FILL IN EXISTING MEDIAN PAVING WHERE EXISTING POSTS ARE REMOVED AND
SEE KDOT STANDARD DRAWING RD611 FOR POSTS IN PAVEMENT DETAILS. USE SLURRY GROUT
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE OF POST (SEE RD606 FOR CLARIFICATION).
IS SUBSIDIARY.
POSTS. SEE DETAILS ON KDOT STANDARD DRAWING RD616. ALL WORK RELATED TO THIS EFFORT
GUARDRAIL CONNECTS TO EXISTING. PROVIDE AND INSTALL AN END RUB RAIL ON EXISTING STEEL
= TERMINATE EXISTING RUB RAIL IMMEDIATELY EAST OF THE POINT WHERE THE PROPOSED
í = Do Not Disturb Existing Inlet.
ñ = Guardrail End Terminal (SKT)
6' Shoulder
R T
Squad: XXXXXXXX
G U
A R
D R
Embankment Widening
THE RAIL.
E.O.P. = EDGE OF PAVEMENT.
RD502). MATCH TO FINISHED GRADE.
REPLACE 50.9 SQ. YDS. OF CONCRETE DITCH LINING (SEE
í = AT STATION 596+39.50 RT. SAW CUT, REMOVE, AND
(2) 12' Lanes
9
L.P.
L.P.
800
810
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
593+50.00 593+50.00
593+60.03 593+60.03
593+75.03 593+75.03
10
10
810
800
R T
Squad:
800
810
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
594+00.00 594+00.00
594+25.00 594+25.00
596+00.00 596+00.00
596+50.00 596+50.00
10
10
800
810
800
810
820
810
820
810
R T
Squad:
820
830
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
596+67.22 596+67.22
10
10
R T
Squad:
R T
Squad: XXXXXXXX
G U
A R
D R
RAIL.
L.P. = EXISTING LIGHT POLE- DO NOT DISTURB.
TO FINISHED GRADE.
28.3 SQ. YDS. OF CONCRETE DITCH LINING (SEE RD502). MATCH
í = AT STATION 601+80.00 LT. SAW CUT, REMOVE, AND REPLACE
300.69
R =
25'-0"É
600
1
4
820
830
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
830
820
830
820
R T
Squad:
ì K-5
10' Shoulder
3' Shoulder
K A
N SA
R T
Squad: XXXXXXXX
G U
A R
D R
R&R
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE OF POST (SEE
R&R = REMOVE & RESET EXISTING SIGN.
L.P. = EXISTING LIGHT POLE
4
605
L.P .
820
830
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
830
820
R T
Squad:
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
810
820
810
820
R T
Squad: XXXXXXXX
G U
A R
D R
R T
Squad: XXXXXXXX
G U
A R
D R
RAIL.
(2) 12' Lanes K-5 WB
(2) 12' Lanes K-5 EB
= R=625.08', L = 12'-6"
Connect to existing
ID Station Side
610
7
1
L.P.
790
800
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
608+70.86 608+70.86
609+00.00 609+00.00
609+20.57 609+20.57
609+28.01 609+28.01
R T
Squad:
6
1
10
10
4 8 .8
7 ' L T
4 2 .8
2 ' L T
3 2 .4
0 ' L T
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
609+50.00 609+50.00
R T
Squad: XXXXXXXX
G U
A R
D R
10' Shoulder
ì K-5
K A
N SA
R T
Squad: XXXXXXXX
G U
A R
D R
Exist. Concrete
THE RAIL.
32.1 SQ. YDS. OF CONCRETE DITCH LINING (SEE RD502). MATCH
í = AT STATION 616+15.00, RT. SAW CUT, REMOVE, AND REPLACE
(2) 12' Lanes
7
8
4
L.P .
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
810
810
R T
Squad:
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
810
R T
Squad: XXXXXXXX
G U
A R
D R
R T
Squad: XXXXXXXX
G U
A R
D R
10 :1
Ù
existing
g e R a il in
g
R&R
R&R
Remove and Reset Street
of S
Ta pe r
CLARIFICATION).
GUARDRAIL OFFSET INFORMATION IS TO FRONT FACE OF POST (SEE RD606 FOR
R&R = REMOVE & RESET EXISTING SIGN.
DEMOLISH EXIST. FOUNDATION TO BELOW GRADE IN ACCORDANCE WITH THE
FOUNDATION WEST OF AGG. SHOULDER (4' WEST OR AS DIRECTED BY ENGINEER).
EXISTING STREET LIGHT SHALL BE REMOVED AND RESET ON A NEW CONCRETE
facilitate 10:1 grading.
Sta. 627+40 to Sta. 629+00 Saw cut @
from Exist. Face of Curb to 32.50' Lt.
Sta. 627+13 to Sta. 627+40, Saw Cut
(2) 1 2' La
L.P.
740
750
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
750
740
750
740
750
R T
Squad:
740
750
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
SCALE: 1" = 20'
90 80 70 60 50 40 30 ì 10 20 20 30 40 50 60 70 80 90
750
740
750
740
R T
Squad:
e r ti fi e d
KDOT Graphics Certified 09-26-2018
1 A.L.R. T.T.R.INITIAL RELEASE
END TERMINAL BID ITEM FLARED OR PARALLEL MOUNTING HEIGHT CRITERIA
CRASH TESTING AVAILABLE
LENGTH MANUFACTURER SYSTEM
Guardrail End Terminal (MGS-FLEAT)
Guardrail End Terminal (MGS-SRT)
Guardrail End Terminal (MGS-MSKT)
Guardrail End Terminal (MGS-SOFTSTOP)
CONVENTIONAL GUARDRAIL SYSTEM (CGS) END TERMINALS
ÙBridge Rail
100'-0"
5'
Length of Need (Begins at Post 3)
100'-0"
al Paralle
l End
Edge of LaneÛ
PARALLEL GUARDRAIL DETAIL
FLARED GUARDRAIL DETAIL
105'-0"
5'5'
50'-0"
Normal Project Side Slope.
10: 1 or Flatter
End Terminal First Post of End Terminal
otherwise shown in the plans. Applies to all guardrail installations unless
5'-0" from Face of Guardrail
GUARDRAIL CLEAR AREA
d g e o f th
e t h ro
v e le
c ti c a b le .
e n d t e rm in a ls , th
e s e e
a y b
d a s s te
e p a s 2
6 :1 o r fl a tt e r in o rd
e r to o ff s e t th
e e
n d t e rm in a l h e a d a s f a r
5 0 :1 o r fl a tt e r fo r th
e l e n g th o f th
e e
H o
h il e 5
0 :1 o r fl a tt e r fl a re r a te s a re t y p ic a l fo r 'P
a ra ll e l' g
u a rd ra il
in s ta ll a ti o n . F
o r 'Z e ro F la re ' in s ta ll a ti o n s , 'P
a ra ll e l' g
u a rd ra il e
n d t e rm in a ls s
h o u ld b
e d
n e d u s in
g t y p ic a l fl a re r a te s o f
in s ta ll a ti o n s a re u s e d , th
e f la re r a te o f th
e g
n d t e rm in a l ty
p ic a ll y m
a tc
h e s t h e f la re r a te o f th
e r e
D ra
w in
g s . ' F la re
d ' g u a rd ra il i n s ta ll a ti o n s a re p re fe rr e d o
v e r 'P
a ra ll e l' o r 'Z e ro F la re ' in s ta ll a ti o n s . W
h e re ' F la re
d ' o r 'P
N o te t o D
e s ig
n e r -
n g
u a rd ra il i n s ta ll a ti o n s u s in
g g
u id
h o
m e n ts ' S ta
n d a rd
end terminal bid item information.
bid item for the selected guardrail end terminal. See the table on this sheet for the appropriate
All work and materials required for guardrail end terminal installations are paid for under the
installation.
under the appropriate bid items for either CGS or MGS guardrail depending on the type of
All work and materials required for w-beam and thrie-bean guardrail installations are paid for
guardrail posts as directed by the Engineer.
thickness greater than 8" or geologic rock, contact the manufacturer for instructions or install the
for guidance. Where the Manufacturer's Installation Manual does not address pavement with a
geologic rock is encountered during installation, follow the Manufacturer's Installation Manual
in the pavement for the guardrail posts. Where pavement with a thickness greater than 8" or
use the details shown on KDOT's 'Guardrail Post Details' Standard Drawings to provide openings
Where pavement with a thickness less than or equal to 8" is encountered during installation,
Installation Manual.
guardrail end terminal is 12'-6" for all installations; unless otherwise stated in the Manufacturer's
The minimum length of w-beam guardrail required between the thrie-beam transition and the
configuration.
traffic, even where temporary traffic may be carried in the opposite direction of the final
end terminal splices per the Manufacturer's Installation Manual in the direction of permanent
temporary traffic may be carried in the opposite direction of the final traffic configuration. Lap
Lap w-beam and thrie-beam guardrail splices, in the direction of permanent traffic, even where
Tighten all cable anchor assemblies as per the Manufacturer's Installation Manual.
Apply retroreflective sheeting to the end terminal impact head before installation.
and 'Guardrail Thrie-Beam Transition Details' Standard Drawings.
and thrie-beam portion of the installation see the details shown on KDOT's 'Guardrail Post Details'
used in the remainder of the installation. For blockout size and types for the remaining w-beam
guardrail end terminal blockout size and type may be independent of the blockout size and type
Use approved polymer (preferred) or wood blockouts provided by the Manufacturer. The
thrie-beam installation.
installation. However, no mixing of post types is permitted in the remaining w-beam and
end terminal post type may be independent of the post type used in the remainder of the
Use approved steel (preferred) or wood posts provided by the Manufacturer. The guardrail
the start of the installation.
Contractor will furnish a copy of the Manufacturer's Installation Manual to the Engineer prior to
Install the guardrail end terminals according to the Manufacturer's Installation Manual. The
GENERAL NOTES
Nested W-BeamÛ
50'-0" (Min.) between Omitted Post Locations 100'-0" (Min.) between Omitted Post and End Terminal Post No. 1
CGS OMITTED POST DETAIL
Omitted Post LocationOmitted Post Location
100'-0" (Min.) between Omitted Post and End Terminal Post No. 1
MGS OMITTED POST DETAIL
53'-1½" (Typ.) Height Transition
MGS Posts AND Blockouts (Typ.)
Blockouts
15'-7½" W-Beam Guardrail
53'-1½" Height Transition from 28" to 31" (MGS Posts AND Blockouts) (Post Embedment Varies)CGS Guardrail (Typ.)
(Typ.)
2 9-5-18 A.L.R. T.T.R.ADD. OMITTED POST AND TRANS. DETAILS
Deflection Distance for Normal Post Spacing
ÙBridge Rail
AND Offset from the Roadway Alignment
On Guardrail Layout Sheets, Show Station
on this Sheet.
the Guardrail through the W-Beam Portion of the
Full Post Spacing, Continues 5 Feet behind the Face of
Guardrail End Terminal and Then, in Order to Maintain
in Advance of and 50 Feet behind the First Post of the
of Crash Worthiness. This Clear Area Extends 105 Feet
Other Obstacles, Such as Temporary Signs, Regardless
Keep Area Free of Stockpiled Material, Equipment, or
9-25-18
RD606
TRACED
0 4 0 _ K
A 4 5 7 9 6 0 1 rs s 6 0 6 -0
1 .d
g n
P lo tt e d : 0 5 -M
A R -2
R T
040_KA4579601rss606-01.dgnFile:
Squad: XXXXXXXX
D E
MEDIAN GRADING SECTION
1 3 '- 1 "
1 1 '- 8 "
1 2 3 4 5 6 7 8 9 10
1 2 3 4
5 6 7 8
ÚFixed Object
ì Median
Fixed
Object
S T
A . 5
8 6
+ 5 0
T O
S T
A . 5
8 7
9-10-074 Revised Bullnose, added RD607B
BULLNOSE PLAN VIEW (Narrow Median)
J.O.B.S.W.K.
5-15-176 S.W.K.Removed X-LITE A.L.R.
ÚNormal shoulder line
Varies
Varies
Varies
Varies
Note: When radius is less than 150', rails are to be shop curved.
Normal shoulder lineÛ
Normal shoulder lineÜ
See Std. Drawing RD613 for nesting and post spacing details.
Existing groundÛ
10:1 10:1
R=487.4'
L=25'-0"
BULLNOSE GUARDRAIL AND
MEDIAN PIER PROTECTION
Note: See KDOT Standard Drawing Guardrail Bullnose Terminal Parts & Pieces for hardware, wood post and blockout details.
ï 27"
e O
c le ( F la re
d I n s ta ll a ti o n ) fo r
W id
e M
n P ie r P ro te
c ti o n f o r p a ra ll e l a n d f la re
d g
u a rd ra il l a y o u ts .
w il l re
p e c ia l d e ta il in
g . S e e K
D O
w in
g s (
M G
R o a d s id
e O
b s ta
c le ( P a ra ll e l I n s ta ll a ti o n ) a n d (
M G
N o te t o D
e s ig
n e r - C o n fi g u ra ti o n s s
h o
w n a re f o r g e n e ra l g u id
a n c e . M
e d ia
e r
w id th s , s k e
w e d b ri d g e s , o r o th
e r s it e s
p e c if ic c
o n d it io
n s
0 4 1 _ K
A 5 7 9 6 0 1 rs s 6 0 7 -0
2 .d
g n
A R -2
RD
TRACED
R T
Squad:
Cable
6'-3"
No. 12 "Cold Tuff" Swage Button (or approved equal)
13'-11"
14'-5"
a b le A
U-Bolt Cable Clip
Tapered Block
"16 96 "8
"4 32'-2 "4
59
510 "8 110
" dia. Typical4 3
Splice overlap line
12'-6" (Tangent section)
8 5
3 1
6 '- 0 " S te
e l F o u n d a ti o n T
u b e
Ú 6 "x
8 '- 0 " S te
e l F o u n d a ti o n T
u b e
(Post #1)
F o u n d a ti o n t u b e
7 0 "
2 "
F o u n d a ti o n t u b e
" (T
8 5
3 1
8 5
3 1
Ù14" Block
C R
T P
8 5
3 1
Ü 8
ÚPost #1
Post #2Ü
Post #3Ü
(2'-0" Tangent section)
Note: When radius is less than 150', rails are to be shop curved.
(Posts #3,#4,#5,#6.#7&#8)
CABLE ASSEMBLY
ANCHOR PLATE
CABLE END PLATE
THRIE BEAM
ANCHOR POST
STEEL TUBE
1 2 5
5
Fasten plate to wood post with
" p la te )
T a c k
" Button head - oval4 1" x 18
5
2- washers
hole
0 4 2 _ K
A 5 7 9 6 0 1 rs s 6 0 7 b -0
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RD607B
R T
Squad:
0 4 3 _ K
A 5 7 9 6 0 1 rs s 6 1 0 -0
4 .d
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QUANTITIES
e r ti fi e d
High Intensity Reflective Sheeting
F-SHAPED BRIDGE RAIL
TYPE II CSB or TYPE III CSB TYPE IV CSB
Barrier/Bridge Rail THRIE-BEAM GUARDRAIL W-BEAM GUARDRAIL
Bracket
GENERAL NOTES
One-Way Traffic
Flexible Marker
Median Locations
Flexible Marker
Two-Way Traffic
Flexible Marker
barrier/bridge rail
Flexible Marker ÚBridge rail
Install flexible markers for the final (permanent) traffic configuration. to other bid items in the contract.subsidiaryconcrete safety barrier are
Work and materials required for installation of markers on guardrail, bridge rail, or Use zinc or cadmium plated fasteners that comply with Standard Specifications. Sheeting or an approved equivalent, see Standard Specifications. Use High Impact Polycarbonate Flexible Guardrail Marker with High Intensity Reflective or white/silver) to the color of the pavement marking adjacent to the traffic lane. sheeting installed on both sides of the bracket. Match the color of the marker (yellow/amber rail or concrete safety barrier located in the median, use flexible markers with reflective with reflective sheeting installed on the approach traffic side of the bracket only. For bridge safety barrier located on the outside edge of one-way or divided roadways, use flexible markers sheeting installed on the approach traffic side of the bracket only. For bridge rail or concrete For guardrail located on one-way or divided roadways, use flexible markers with reflective flexible markers with white/silver high intensity reflective sheeting on both sides. For guardrail, bridge rail, or concrete safety barrier located on two-way roadways, use flexible markers on the side of the barrier at a height of 32" as shown on this sheet. Where the height of the bridge rail or concrete barrier is greater than 32", mount the is not to exceed 50'. 100', except for barrier along a horizontal curve or along ramps and ramp tapers, where spacing Install flexible markers on the top of concrete safety barrier at a spacing not to exceed for long bridges (greater than 200' long), where spacing may be increased to 100'. Install flexible markers on the top of bridge rails at a spacing not to exceed 50', except and post #5 when the guardrail is terminated with a crashworthy end terminal. guardrail installations at a spacing not to exceed 25'. No marker is installed between the head Install flexible markers on a post behind the guardrail bolt head on the traffic side of
3 2 "
3 2 "
5 1 "
3 2 "
9 9-11-17 Rev. Det. Markers, Rev. Gen. Note A.L.R. S.W.K.
3-10-09
TRACED
7
6
DETAILED
3-15-18
BARRIER, AND BRIDGE RAILS
MARKER DETAILS FOR GUARDRAIL,
R T
043_KA579601rss610-04.dgnFile:
Squad: XXXXXXXX
B A
e r ti fi e d
e D
n G
u id
e f o r d e ta il s t h e n r e v is e t h is d ra
w in
g a
u p p o rt in
g d ra
N o te s t o D
e s ig
n e r: F
o r p o s ts i n s ta ll e d i n p
a v e
k e r th
a n 8 " o r p o s ts i n s ta ll e d i n r o c k f o rm
a ti o n s r e fe r to
INTERMEDIATE POST
THRIE BEAM POST DETAILS
29
3
Variable Roadway
"4 138"8"
(4'-0" Minimum)
Variable
Bolts "B" wood or polymer block
" Steel washer8 5
6"x8"x6'-6" Wood post
{ Post
{ Post
29
3
W-BEAM POST DETAILS
Lap guardrail splices, including terminal connector, in the direction of traffic. Where traffic is temporarily
carried in the opposite direction of final configuration, lap rail splices in the direction of permanent traffic.
GENERAL NOTES (Wood Posts)
1 '- 1 0 "
for erection of Guardrail is subsidiary to various bid items for which payment is made. Where guardrail posts are installed in pavement, form openings in the pavement for the guardrail posts.
the guardrail end terminals unless certified by the manufacturer. All dimensions are nominal and are subject to manufacturing tolerances. Excavation including rock, shale, and other materials
prior to cutting post shorter than 6'-6". Approved polymer blockouts may be substituted for wood blockouts. Only one type of blockout is permitted on each guardrail installation. This excludes
Engineer at the earliest time when a non-removable manmade object (footing, pipe, etc.) is encountered and prevents installation of a full length post. Contractor must obtain Engineer approval
excludes the the guardrail end terminals. Set guardrail posts by digging or by driving. Use post caps to protect the post from crushing during driving operations. Contractor must notify
Use only one type of preservative treatment on a project. Use S4S rectangular posts and wood blocks, see standard specifications. Use only one post/blockout type within guardrail run, this
Give all wood posts and wood blocks a preservative treatment, see standard specifications. Thoroughly saturate all cuts, injuries and bolt holes on wood posts and blocks with preservative.
curb.
where the face of the guardrail
shown. Use a laydown type curb
at the curb/pavement joint as
rail from the pavement surface
curb, measure the height of
is aligned with the face of a
Note: When face of guardrail
DETAIL OF PLACEMENT AT CURB
1'-6" min.
(M in .)
V a r.
KDOT's Standard Specifications
to 2'-0".
used at the Contractor's option.
Circular geometry, as shown on this sheet, may be
geometry shown in Posts in Pavement detail.
subsidiary to other guardrail bid items. Rectangular
and materials related to posts in pavement are
compressive strength of 120 psi or less. All work
Note: Low Strength Grout must have a 28-day BOLT SIZE SCHEDULE
L
Galvanize all bolts, nuts, and washers in accordance
Added Det., Posts In Pavement A.L.R. T.T.R.13
which payment is made. Where guardrail posts are installed in pavement, form openings in the pavement for the guardrail posts.
allowed on Standard Drawing RD617. All dimensions are nominal and are subject to manufacturing tolerances. Excavation including rock, shale, and other materials for erection of Guardrail is subsidiary to various bid items for
earliest time when a non-removable manmade object (footing, pipe, etc.) is encountered and prevents installation of a full length post. Contractor must obtain Engineer approval prior to cutting post shorter than 6'-6" except as
guardrail installation. This excludes the guardrail end terminals. Set guardrail posts by digging or by driving. Use post caps to protect the post from crushing during driving operations. Contractor must notify Engineer at the
excludes the guardrail end terminals. For wood/polymer blockout requriements see standard specifications. Approved polymer blockouts may be substituted for wood blockouts. Only one type of blockout is permitted on each
Use grade of steel for steel posts that meets the requirements of the standard specifications. Hot dip galvanize the posts after fabrication, see standard specifications. Use only one post/blockout type within guardrail run, this
GENERAL NOTES (Steel Posts)
Non-Metallic (Polymer) or
HOLE PUNCHING DETAILS
2 8 "
ELEVATION AT LAP
W-BEAM POST DETAILS
Lap guardrail splices, including terminal connector, in the direction of traffic. Where traffic is temporarily
carried in the opposite direction of final configuration, lap rail splices in the direction of permanent traffic.
THRIE BEAM POST DETAILS
W6x8.5 or W6x9
x 6'-6" post
wood or polymer block
RD611
TRACED
Add polymer block-out alternate
0 4 4 _ K
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Squad: XXXXXXXX
B A
0 4 5 _ K
A 5 7 9 6 0 1 rs s 6 1 2 -0
6 .d
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A R -2
RD612
STATE
KANSAS
RD
TRACED
50 1 1
S.W.K. J.O.B.
SCOTT W. KING
free of fixed objects.
E .W .S .
S lo
p e
4 :1 o r
10:1 or flatter Varies
6'-0" to face of rail
12'-6"
12'-6"
R=
R=
guardrail
4'-0" from face of
4 '- 0 " fr
o m f a c e
4" Asphalt material placed on 4'-0" embankment widening unless flume inlet and slope drain is constructed.
Normal project side slope. See typical sections.
Thrie Beam Transition. See Std. Drawing RD613 for details and general note.
Radius= 625.08'
fl a tt e r
4 :1 o r
3 :1 o r
3 :1 o r
3 :1 o r
slope of bridge berm.
See bridge plans for
S lo
p e
of guardrail
4 :1 o r
3 :1 o r fl a tt e r
3 :1 o r
S lo
p e
4 : 1 o r
4 :1 o r
Terminal
End
4 : 1 o r
S lo
p e
T y p e | | T
e rm .
e rm .
calculated length of need
of Guardrail upstream for
jacent traffic in one direction
On divided facility with ad-
Rigid barrier shall be used when "Y" is less than 3'-3".
to one half of normal spacing when "Y" is less than 5'.
Guardrail shall be nested and post spacing reduced
clear zone.
(not steeper than 4:1) to
Normal project side slope M
a te ri a l fo r a s p h a lt g
u a rd ra il w id
e n in
d e d i n t h e p la
n q
T h is s
e u s e d w
h e n t h e p
a ra ll e l g u a rd ra il d
e s ig
d .
U n d e r c e rt a in c
o n d it io
n s , th
e s ig
n e r
m a y e le c t to r e d u c e t h e l e n g th o f fl a re t o i n c lu
d e o
n d t e rm in a l.
L Ó f o r le
n g th o f n e e d c a lc
u la ti o n o
n f la re
m e n t s h o
w n i s 3
7 .5 '.
e D
e s ig
n e r: G
u a rd ra il l e n g th o f n e e d s
h a ll b
e d
e te rm in e d i n a c c o rd
a n c e w it h t h e A
A S
H T
THRIE BEAM TRANSITION - FOUR LANES (DIVIDED)
10:1 Slope 3:1 or flatter
12
11
7-2-09
1-10-07
THRIE BEAM GUARDRAIL
BRIDGE APPROACH TRANSITION
TYPICAL ALIGNMENTS (PARALLEL)
R T
Squad: XXXXXXXX
T Y
P IC
A L
W-beam Guardrail
clear zone.
Guardrail shall be nested and post spacing reduced
to one half of normal spacing when "Y" is less than 5'.
Rigid barrier shall be used when "Y" is less than 3'-3".
"Y "
25'
APP'D.
4" Asphalt material placed on 4'-0" embankment widening unless flume inlet and slope drain is constructed.
1-10-07 Changed Bituminious to Asphalt5 S.W.K. J.O.B.
S.W.K. J.O.B.
Normal project side slope. See typical sections.
See Design Parameters table on this sheet for radius, length of curve and flare rate information.
1 1
Note: Flare rate of a:b and curve length of 25'-0" shall be used when
guardrail is beyond shyline, flare rate of 2 a:b and curve length of
12'-6" shall be used when guardrail is located inside the shy line.
E .W .S .
b 2a
ì Bridge
5'5'
5'5'
100'-0"
50'-0"
4'-0" from face of
ô
12.5'
3 :1 o r
4 :1 o r
o f g u a rd ra il
4 '- 0 " fr
V a ri e s
S lo
p e
R = ô
R = ô
R = ô
R = ô
R=ô
Shoulder lineÜ
ì BridgeÜ
4 :1 o r
3 :1 o r
a tt e r
3 :1 o r
section, including the thrie-beam transition, is 12'-6"
The minimum length of w-beam guardrail required between the guardrail end terminal and any transition
7
End Terminal
(FLEAT or SRT)
SCOTT W. KING
Thrie Beam Transition. See KDOT's 'Thrie Beam Guardrail Transition Details' Standard Drawings
8
7-2-09
slope of bridge berm.
See bridge plans for
S lo
p e
3 :1 o r
4 :1 o r
3 :1 o r
4 :1 o r
375.14'
225.23'
375.55'
350.59'
275.76'
250.83'
262.70'
300.17'300.69'
200.26'201.04'
60
70
50
55
45
4 :1 o r
10:1 Slope
4 :1 o r
S lo
p e
T y p e I I T
e rm .
e rm .
jacent traffic in one direction
On divided facility with ad-
FHWA APPROVAL
RD
TRACED
0 4 6 _ K
A 5 7 9 6 0 1 rs s 6 1 2 a -0
7 .d
g n
A R -2
Removed Flare-beyond-the-Flare
th is s
w h e n t h e f la re
d g
e s ig
d . I n c lu
d e m
a te ri a l fo r a s p h a lt g
u a rd ra il w id
e n in
n
L = 4
3 .7
5 ' fo r fl a re r a te o f a :b a
n d L = 3
7 .5 ' fo r fl a re r a te o f 2 a :b f o r a t y p ic a l in s ta ll a ti o n a s s
h o
h e e t. U s e
u s in
e D
e s ig
e te rm in e d g
u a rd ra il l e n g th o f n e e d i n a c c o rd
a n c e w it h t h e A
A S
H T
R T
046_KA579601rss612a-07.dgnFile:
Squad: XXXXXXXX
T Y
P IC
A L
RECTANGULAR WASHER D
BEVELED WASHER
SECTION D-D
" 8
Bridge rail
TS6x2x0.1875 Rubrail
Beveled washer
Beveled washer
Beveled washer
=5^-00'
= 12^-00'
= 5^-45'
ì Post
Ground line
Ground line
5
5
3
3
Bolts "A" (Typ.)
6"x8"x6'-6" Wood post
5
3
TS6x2x0.1875
TS6x2x0.1875
P.|.
P.|.
See Standard Drawing RD611 for details of Bolts A, & C.
(Other approved washer may be used.)
Blocks used with steel posts shall be grooved to fit over the flange of the post and may be Wood or Polymer.
"4 31
6" x 8" x 6'-6" Wood post
6" x 8" x 6'-6" Wood post
attachment to 28" rail height in 25'-0". Transition from 27" rail height at bridge
(3 required) Rectangular washer
(4'-0" Minimum)
10d Galvanized nail
Rubrail
TS6x2x0.1875
Rubrail
TS6x2x0.1875
10d Galvanized nail
Rubrail
TS6x2x0.1875
10d Galvanized nail
WITH RUBRAIL
2 Sections W-beam
splice bolts. be in addition to the eight regular 3#4" x 21#2" post bolt slot. This shall (13#4" x 3") shall be installed in the
" bolt & washer8 5Where feasible a
thru Rail Element.
Same as section
Variable
x 6'-6" post
W6x8.5 or W6x9
x 6'-6" post
W6x8.5 or W6x9
x 6'-6" post
W6x8.5 or W6x9
WITH RUBRAIL
" Dia. x 16"8 73-
See Std. Drawing RD611 for additional details of posts not shown on this sheet.
the direction of permanent traffic.
fic is temporarily carried in the opposite direction of final configuration, lap rail splices in
Lap guardrail splices, including Special End Shoe, in the direction of traffic. Where traf-
to guardrail.subsidiary The Special End Shoe has the same section as guardrail and is
cations.
Fabricate Special End Shoe from 10 gauge steel in accordance with standard specifi-
Shop bend rail when radius is less than 150'.
are field drilled touch up any damage to the galvanized coating with zinc based paint.
Shop or field drill holes in posts and/or tubular steel rubrail for attachment. When holes
tion in accordance with the standard specifications.
Galvanize rail elements, post fittings, bolts, nuts, washers and anchor bolts after fabrica-
rail".
to the bid item "Steel Plate Guard-subsidiaryrubrail by shop bending or welding. Rubrail is
Shop fabricate tubular steel rubrail from ASTM A36 structural steel, form angles in
parts regardless of the source or manufacturer.
Guardrail parts furnished under this specification shall be interchangeable with similar
25'-0" section. Furnished remaining rail elements in either 12'-6" or 25'-0" sections.
Bridge Rail Transition consists of one 12'-6" W-beam section nested in back of one
specifications.
Use 10 or 12 gauge steel guardrail elements unless otherwise called out, see standard
paid by the lineal foot.
Include all material and work for this installation in the pay item "Steel Plate Guardrail"
GENERAL NOTE
STATE
KANSAS
0 4 7 _ K
A 5 7 9 6 0 1 rs s 6 1 6 -0
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DESIGNED
14
13
12
DETAILED
RD616
Removed Galvanized callout
Corrected spelling error
R T
Squad:
Location of Construction Joint or Plane of Weakness
Ú E x p a n s io n J o in t
Ù P re s s u re R
e li e f J o in t
Ú E
W S
Ü G
F
F
3 J.O.B.7-26-04 Revised guard fence to guardrail S.W.K.
S.W.K. J.O.B.4 1-28-05 Chg. Class to Grade conc., reinf.
S.W.K. J.O.B.
B
E
2-1-16
" 4
ì
ÚGround Line
Geotextile Fabric
Flow line
1'-0" Lap (min.) Geotextile fabric P a id f o r a s l in . ft . S lo
p e D ra in ( S to
n e )
P a id f o r a s l in . ft . S lo
p e D ra in (
C o n c re te )
See Toe Wall Details
o n c .)
Lin. Ft. Slope Drain (Stone)
Lin. Ft. of Slope Drain (Concrete)
Lin. Ft. Slope Drain (Concrete)
Ground lineÜ ÚGround line
5'-0"
" per ft.8 1Slope 1
Slope Drain is shown with (STONE) or (CONCRETE) option, type to be determined by the Designer.
ÚSlope Drain (Stone)
(Bend one bar each length) (Typical both ends of vane)
(Guide Vane formed monolithic)
Edge of shoulder
4" Edge Curb
#4 x 4'-0" tie bars @ 2'-6" ctrs. (Conc. Pvt. Only)
#3 c - bars
#3 c - bars
Welded wire reinforcement
e s ig
o n c re te f lu
m e i n le ts a re u s e d o
n p ro je c ts w it h a s p h a lt p
a v
3 '- 0 " b ri d g e a
p p ro
a c h .
Parallel guardrail location. If guardrail is installed
Flume Inlet for guardrail post(s).
ì Guardrail posts. Form opening(s) in
e d g e o f fl u
m e i n le t.
G ra
2 '- 1 0 "
Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4
Rounding
2'-0"
Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4
"4 39'-4
Flume Inlet
"4 110'-1
Flume Inlet
m e I n le t (C
o n c re te )
" (S to
4 1
4 3
9 '- 4
3 "
into toe wall
m in . (T
to the concrete shoulder with tie bars.
gutter extending beyond the pressure relief joint shall not be tied
joint of the special concrete bridge approach, the portion of inlet or
of the bridge, the flume inlet extends beyond the 4" pressure relief
On projects with concrete paved shoulders where, due to skew
to the Slope Drain (STONE).subsidiarygeotextile fabric shall be
meets the KDOT Standard Specification. All work and materials for the
Slope Drain (STONE) shall be underlain with geotextile fabric that
Standard Specifications.
ial sizes. Placement, measurement, and payment shall conform to KDOT
top of slope to produce a well graded mass without segregation of mater-
noted on the plans. The Contractor shall place stone from bottom to the
stone for Aggregate Ditch Lining and have a D×Ò of 4" unless otherwise
Aggregate for the Slope Drain (STONE) shall meet the reqirements of
regardless of shape.
ly to simplify construction. Height and width dimension shall be as shown
Shape of guide vane shown is approximate and may be altered slight-
to the Flume Inlet.subsidiarycenters. Tie bars shall be
Flume inlet shall be tied to the pavement with #4 x 4'-0" tie bars at 2'-6"
Flume inlet shall only be constructed adjacent to concrete pavement.
No adjustment of guardrail post spacing will be permitted.
For details of 4" edge curb see Standard Drawing RD711.
All exposed edges shall be finished with an edging tool.
Joints will not extend into the Slope Drain.
fill the void to the full height of the curb.
any expansion joint by using a filler material approved by the Engineer to
transfer devices. The edge curb section will be made continuous through
ment are to extend through the flume inlet and 4" edge curb, omitting load
Transverse expansion and contraction joints of same type in pave-
used in concrete pavement.
On concrete pavement projects, the contractor may substitute the mix
Concrete Grade 3.0 (AE) shall be used in Flume Inlet and Slope Drain.
proval of the Engineer.
ternate methods of constructing Guide Vanes may be used with ap-
to the Flume Inlet in the manner shown if constructed separately. Al-
Guide Vanes may be formed monolithic with the Flume Inlet or tied
monolithic and struck off with a uniform thickness of 6 inches.
The entire area of the Flume Inlet & Slope Drain shall be placed
"Flume Inlet ".
to the bid itemsubsidiaryof guide vanes, when required, shall be
locations noted in plans or as directed by the Engineer. Construction
Flume Inlets will be constructed without Guide Vanes except at
Flume Inlet and Slope Drain.
tosubsidiaryReinforcing steel & welded wire reinforcement are
(Stone or Concrete) shall be paid for by unit price per linear foot.
Flume Inlets shall be paid for by unit price per each. Slope Drains
GENERAL NOTE
Smooth transition from
SLOPE DRAIN (CONCRETE)
SLOPE DRAIN (STONE)
of Slope drain.
Toe wall shall be paid for as 1.5 lin. ft.
0.79 lbs. WWR per lin. ft.
0.0833 cu. yds. Concrete per lin. ft.
Slope Drain (CONCRETE):
1.9 cu. yds. Concrete
0.25 cu. yds. 4" Agg. (D50) per lin. ft.
Slope Drain (STONE): 4" Aggregate (D50)
44 lbs. reinf. steel and WWR
2.2 cu. yds. Concrete
STATE
KANSAS
0 4 8 _ K
A 5 7 9 6 0 1 rs s 6 2 8 -0
9 .d
g n
A R -2
RD628
TRACED
R T
Squad:
8 3-20-08 Rev. agg. edge thickness and quant.
PERSPECTIVE VIEW
CROSS SECTION
CROSS SECTION (Ditch Lining)
4"
6"
Toe wall
4:1 ì
Toe wall
Top of backslope Ground line
Stream bed
Flow line
Concrete Ditch Lining (Backslope)
Shoulder slope
Ditch lining as shown for Standard ditch
Top of backslope Ground line
Stream bed
Flow line
Note: Quantities provided for information only.
Feather edges to nominal thickness as shown in table.
See Cross Sections for Shoulder and Backslopes.
T
4:1
4:1
"L"
QUANTITIES FOR TYPICAL 10' DITCH
11-07-07
Where select soil is specified adjust slopes
Lining (Backslope)*
Aggregate Ditch
m in .
Ditch Lining (D×Ò)."
on this sheet, shall be paid for by the ton of "Aggregate
Backslope aggregate ditch lining, constructed as indicated
D×Ò
(See Table)
T
or less than 120 PCF, the thickness may vary correspondingly.
of 120 PCF. When the standard density of the material is more
The weight of the aggregate is based on a standard density
complete the work.
ing, hauling, placing and maintaining the material as specified to
shall be full compensation for excavation for undercutting, furnish-
ton in the vehicle at the location designated by the Engineer and
Aggregate Ditch Lining shall be measured and paid for by the
with the ditch section as shown and as directed by the Engineer.
Dumped aggregate shall be spread in reasonable conformity
be paid for by the ton of "Aggregate Ditch Lining (D×Ò)".
All work and materials required for this construction shall
GENERAL NOTE
Welded wire reinforcement
m in .
Welded wire can be substituted with macro fiber re-
at the Contractor's option.
if required, by the Engineer at the time of construction.
The exact location and dimensions may be adjusted,
for each toewall.
sq. yds. of outside surface area. Add 1'-6" times "W"
Measurements of Concrete Ditch Lining shall be in
price bid for "Concrete Ditch Lining".
Reinforcement as shown is included in the unit
at 6" ctrs. each way.
welded square mesh type with No. W1.4 wires spaced
Welded wire reinforcement shall be of the electrically
Lining.
GENERAL NOTE
m in .
the clear zone.
ó Aggregate larger than 4 inches (D×Ò) should not be used within
ó
S.W.K.
S.W.K.
S.W.K.
J.O.B.
J.O.B.
J.O.B.
A.L.R. T.T.R.10 3-27-18 Added Aggregate Size in Clear Zone Guidance
STATE
KANSAS
0 4 9 _ K
A 5 7 9 6 0 1 rs s 5 0 2 -1
0 .d
g n
A R -2
RD502
TRACED
R T
Squad:
Exist. Top of W all Elev. = 807.80
4' (Existing)
The existing grate shall be reused in the Adjustm ent
fit the ground line or other conditions as directed by the Engineer.
The top of the m anhole shall be sloped slightly to approxim ately
" unless otherwise noted on the plans.2 1ance of 1
All bars are #4 @ 6" spacing and shall have a minim um clear-
in concrete pavem ent m ay be used throughout.
At the contractors option, Concrete Grade 3.0 (AE) or mix used
finished with an edging tool.
Use Concrete Grade 3.0 throughout. All exposed edges shall be
GENERAL NOTE
3 "
to thesubsidiaryNote: Anchor bolts are
h bars
9" into existing wall. Drill and epoxy anchor v Bars @ 8" ctrs
8 "
o n :
K A
s- 0 1 .d
Reinforcing Steel consists of:
- Structural Steel = 76 Lbs.
Basin at Sta. 589+04.05:
Bill of M aterials for Adjustm ent of Catch
"Adjustm ent of Catch Basin".
All W ork is subsidiary to the bid item
111 111 111
111 111 111
111 111 111
R T
051_KA579601eec852a-01.dgnFile:
Squad: XXXXXXXX
P O
L L
CU YD
CU YD
P.L.S. RATE/ ACRE
CLT CLTSL/CH SL/CH
Soil Erosion Mix
undisturbed native sod or other desirable vegetation shall be fertilized (limed when required), seeded, and mulched.
Soil preparation shall conform to the Standard Specifications.
2 25
Temporary Inlet Sediment Barrier
1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.
TYPICAL SECTION - DUAL PAVEMENT
FILL SECTION CUT SECTION
** - P O = Phosphorous Rate of Application
*** - K O = Potassium Rate of Application
Mulch Tacking Slurry
Total (lb)
the bottom of a ditch,
If rock is exposed at
SURFACE
FUTURE
SURFACE
FUTURE
SURFACE
FUTURE
SURFACE
FUTURE
SURFACE
FUTURE
Fertilize, Seed & Mulch Fertilize, Seed & Mulch Fertilize, Seed & Mulch
The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of
GENERAL NOTES
based mulch, shall meet the North American Weed Free Forage Standards.
Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood
acceptable.
N, P O , K O listed in Summary of Quantities will be
or exceeds the required minimum rate per acre of
FERTILIZER: A ratio and application rate that equals
the Engineer.
close conformity to the alignment, grade and cross
pollution control items will be finished in reasonable
installation or construction of temporary water
with the specifications. Areas that require
excavation, borrow and embankment in accordance
The Contractor will be required to finish areas of
52
2
STATE
KANSAS
F il e :
0 5 1 _
K A 5 7 9 6 0 1 e e c 8 5 2 a - 0 1 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
measurement.
(i.e. pavement, gravel, riprap, etc.) shall not be included in this
erosion control measures to be placed. Any impervious areas
entire disturbed area of the project that requires seeding and
CLT = Construction Limit Tract. This area is defined by the
LF
LF
Regreen and Quick Guard are the approved sterile wheatgrass products.
MRD MRD
Erosion Control (Class 2, Type F)
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Slope = Defined by the area of the project that requires Class 1
drilling is not possible.
Drilling seed is preferred, however, broadcasting is acceptable if
using the Soil Erosion Mix prior to placement of the material.
erosion control material to be placed. This area shall be seeded
Channel = Defined by the area of the project that requires Class 2
Filter Sock (****)
Other vegetative mulches are acceptable only with the Engineer's concurrence.
LFSynthetic Sediment Barrier
Sheet No.
must be included.
disturbed area of the project, not just the seeding area, is 1 acre or more, then these bid itemstotalà If the
seeding has been completed on the entire project, permanent seeding shall be done during the normal seeding season.
Temporary seeding shall be done during any time of the year that the soil can be cultivated. After the temporary
Biodegradable Log (12")
EACH
material.
The Soil Erosion Mix is to be placed under
SUMMARY OF SEEDING / EROSION CONTROL QUANTITIES
Geotextile (Erosion Control) shall be removed prior to placement of permanent slope protection.
Mulching
protection of newly seeded areas.
The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient for adequate
SQ YD
08/03/20
the plans. The rate of application per acre, thickness in place, for the mulching materials is generally as follows:
MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on
project.
The Soil Erosion Mix consists of the Shoulder
Seeding Quantities sheet LA850 for further details.
NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. See Permanent Seeding Summary of
06/01/17
will be determined in the field.
Quantities for all erosion control items are estimated to give full flexibility for compliance with the NPDES permit. Final quantities
for according to the Standard Specifications.
mulch tacking slurry required shall be determined in the field. The bid item for mulching and mulch tacking slurry shall be paid
The estimated quantity includes mulching associated with both temporary and permanent seeding operations. The total mulch and
The amount of mulch and mulch tacking slurry in the bid quantities is estimated. (Acres of Seeding X 1.5 X 2 Tons/Acre).
12/01/17
Buffalograss Seed (Treated)
Tall Fescue (Endophyte Free)
Western Wheatgrass Seed (Barton)
2:1 max.2: 1
TYPICAL PROFILE OF TEMPORARY SLOPE DRAIN
TYPICAL PROFILE OF TEMPORARY BERM
SECTION B-B
NO SCALE
B
B
A
A
8 0 °
T e
m p o r a r y B e r
m (T r a n s v e r s e )
Slop e
LA852B
STATE
KANSAS
DESIGNED
F il e :
0 5 2 _
K A 5 7 9 6 0 1 e e c 8 5 2 b - 0 2 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
Scott H. Shields
Other Approved Material
Rock Dissipator or
earthwork operations progress.
Adjust length of Slope Drain
(Transverse)
Fill
See KDOT Specifications for more informationSee KDOT Specifications for more information
Pipe size may vary
of aquatic organisms, with additional pipes
lowest point of the channel to allow the passage
Place 1 pipe buried 6" into stream bottom, in the
the crossing.
of aquatic organisms, with additional pipes
lowest point of the channel to allow the passage
Place 1 pipe buried 6" into stream bottom, in the
11/08/2010
approved by Engineer.
Sediment Basin.
foreslopes or project backslopes.
1) Temporary Slope Drain and Temporary
NOTES:
R T
052_KA579601eec852b-02.dgnFile:
Squad: XXXXXXXX
P O
L L
TEMP. INLET SEDIMENT BARRIER (T.S.D.)
Changed Direction of Main Flowline of Ditch Arrow
NO SCALE
NO SCALE
|nlet Grate
|nlet Grate
6 ''
6''
3 ' (
2" X 4" board
F il e :
0 5 3 _
K A 5 7 9 6 0 1 e e c 8 5 2 c - 0 3 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
CURB INLET PROTECTION
in Anchor Trench.
9/26/19
No compost or fines.
No hay or straw.
Log Mesh:
Tightly overlap ends
2 '
4. Curb inlet protection will be measured and paid for
approved by the Engineer.
above top of curb.
2. Height of bags (8" minimum diameter) must not be
such a way that no gaps are evident.
1. If multiple gravel bags are required, place them in
1'-6" TO 1'-8" diameter log
Drop inlet use
5. Refer to plan sheets to estimate the length of
4. Use of high flow material is acceptable.
3. Attach fence fabric securely on 6" centers (max).
2. Cross pieces shall be of same material as stakes.
d. Synthetic - same strength as wood stakes.
1'-0"; or
c. Steel U, T, L, or C Section - .95 lbs. per
b. Southern Pine (No. 2) - 2 †" x 2 †";
a. Hardwood - 1 ‰" x 1 ‰";
of the following materials:
1. Stakes shall be 4' (min.) long and of one
x 1'' (min.) @ 3' o/c
Wire Staples: 6'' long
POLLUTION CONTROL
R T
053_KA579601eec852c-03.dgnFile:
Squad: XXXXXXXX
P O
L L
(ft) (ft) (ft)
of Flow Direction
n t ë4H:1V 40 60 80
3H:1V 30 45 60
Wire Staples:
Revised Standard
Revised Standard
mulching and erosion control practices, excluding wood based
4) Agricultural products, such as native prairie hay, used for
SECTION B-B SECTION B-B
OR
approved by the field engineer,
Plastic zip ties, or other material
top 8".
approved by the field engineer,
Plastic zip ties, or other material
3/01/15
18"-20"
Straw/Compost
Straw/Compost
Straw/Compost
SHEETS SHEET NO.
d
n :
0 5 4 _
K A 5 7 9 6 0 1 e e c 8 5 2 d - 0 4 .d
g n
0 5 -
M A
2
CADD
RA
RA
6/01/13
4. Refer to plan sheets to estimate the length of silt fence required.
3. Use of high flow material is acceptable.
performance basis.
Alternate attachment methods may be approved by the Engineer on a
2. Attach fence fabric with 3 zip ties within the top 8" of the fence
d. Synthetic - same strength as wood stakes.
c. Steel U, T, L, or C Section - .95 lbs. per 1'-0"; or
b. Southern Pine (No. 2) - 2 †" x 2 †";
a. Hardwood - 1 ‰" x 1 ‰";
1. Stakes shall be 4' (min.) long and of one of the following materials:
Biodegradable Log or Filter Sock Slope Interruptions
Deviations should be approved by the Field Engineer.
a short section turned upgrade at each end of the barrier.
1) Slope interruptions shall be placed along contour lines, with
SHS
BIODEGRADABLE LOG SLOPE INTERRUPTIONS
250 feet, and the barrier ends need to be staggered.
2) The maximum length of the slope interruptions shall not exceed
immediately by Contractor at no additional cost to KDOT.
maintenance or lack of maintenance, shall be repaired
3) Interruptions damaged by Contractor's negligence, including improper
SILT FENCE BARRIER
Direction of Flow
Biodegradable Log Section
18'' ( min. ) diameter
BIODEGRADABLE LOG OR FILTER SOCK
or 8" Filter Sock or 12" Filter Sockor 18" Filter Sock
SLOPE INTERRUPTIONS
BIODEGRADABLE LOG / SILT FENCE
with minimum ground embedment equal to the height of the log / sock.
5. Length of stakes should be 2 times the height of the log at a minimum
prepared ground with no gaps between the sock and soil.
minimum of 25% of its height. Compost filter socks should be placed on smooth
4. Each log or sock (except compost filter socks) should be keyed into the ground at a
3. Refer to plan sheets to estimate length of biodegradable log and filter sock required.
2. Wood stakes shall be 2'' x 2'' (nom.).
1. Place biodegradable logs or filter sock tightly together minimum overlap of 18".
POLLUTION CONTROL
R T
054_KA579601eec852d-04.dgnFile:
Squad: XXXXXXXX
P O
L L
L
1.0
2.0
3.0
4.0
5.0
125
F il e :
0 5 5 _
K A 5 7 9 6 0 1 e e c 8 5 2 e - 0 5 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
Revised Standard RAA SHS
20
improper maintenance or lack of maintenance, shall be
2) Ditch checks damaged by Contractor's negligence, including
is 6 percent or greater.
2) Use only rock checks in situations where the ditch slope
Contractor.
1) The choice of ditch check methods is at the option of the
8/10/16
R T
055_KA579601eec852e-05.dgnFile:
Squad: XXXXXXXX
P O
L L
g n
NO SCALE
NO SCALE
DESIGNED
F il e :
0 5 6 _
K A 5 7 9 6 0 1 e e c 8 5 2 g - 0 6 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
3
RAA
RAA
RAA
RAA
ditch check. Aggregate filler will comply with Filter Course
8. Aggregate filler will be placed on the upstream face of the
filler.
be placed between the larger aggregate and the aggregate
7. When the use of larger rock is approved, D50-6" rock will
their use.
the downstream portion of the check when conditions warrant
6. The Engineer may approve the use of larger aggregates for
the 6" rock, if approved by the Engineer.
5. Aggregate excavated on site may be used as an alternate to
Check (Rock).
This work shall be subsidiary to the bid item Temporary Ditch
backfill and compact any over-excavated soil to ditch grade.
minimum depth of 6" (150mm). After placement of the rock,
excavated to the dimensions of the Rock Ditch Check and to a
areas. Prior to placement of the rock, the ditch shall be
4. Excavation: The ditch area shall be reshaped to fill any eroded
3. Do not use rock ditch checks in clear zone.
ditch check.
2. Place rock in such manner that water will flow over, not around
1. Rock shall be clean aggregate, D50-6'' and aggregate filler.
between the sock and soil.
placed on smooth prepared ground with no gaps
25% of its height. Compost filter socks should be
should be keyed into the ground at a minimum of
6. Each log or sock (except compost filter socks)
the contract unit price.
5. A downstream apron is required when directed
downstream apron when required.
4. Use Erosion Control (Class 1) (Type C) as the
the log.
stakes shall be a minimum of 2 x the diameter of
2114 of the Standard Specifications. Length of
3. Stakes shall be wood or steel according to Section
2. Overlap sections a minimum of 18".
end of ditch check.
BIODEGRADABLE LOG DITCH CHECK NOTES
Rock Ditch Checks only.
8/10/16
ML
R T
056_KA579601eec852g-06.dgnFile:
Squad: XXXXXXXX
P O
L L
20XXProject No. 0 0
g n
2. LONGITUDINAL SEAMS:
4.
of
Stagger
splice seams.
in" at the top of the slope and anchored in place with anchors
Erosion Control Blankets shall be laid loosely in the direction
then backfilled, tamped and seeded.
deep with the blanket anchored in the bottom of the slot,
blanket to be in contact with the soil, lay blanket loosely,
avoiding stretching.
The edges of the blanket should
catching the edges of both blankets.
6 inches apart. The slots should be 6 inches wide x 6 inches
overlap each other a minimum of 6 inches, with anchors
a minimum of 8 inches in direction of water flow.
the slope, beginning at the bottom of the slope. In order for
1.
PLAN VIEW - ANCHORING DIAGRAM
and erosion control practices, excluding wood based mulch, shall
Agricultural products, such as native prairie hay, used for mulching
NOTE:
m e n t
d g e o f S h o u ld
e r
Inlet Pipe
TYPICAL ANCHORS: Anchor design shall be as recommended
by the manufacturer.
turned under a minimum of 4 inches, then anchored in place
with anchors 9 inches apart.
5.
6.
Staple Checks - shall be 30' apart.
STAPLE CHECK: àEstablish Staples in 2 rows 4" on center apart.
8 "
ó
if the area is immediately covered by
ó Erosion Control Class | may be omitted
RAA
RAA
1
2
SHEETS SHEET NO.
d
n :
0 5 7 _
K A 5 7 9 6 0 1 e e c 8 5 5 - 0 7 .d
g n
0 5 -
M A
2
CADD
Alt. A
Alt. B
R T
057_KA579601eec855-07.dgnFile:
Squad: XXXXXXXX
P O
L L
e r ti fy T
h is F il e
CADconform Certify This File
e r ti fy T
h is F il e
CADconform Certify This File
1
MULCHING: Mulch shall be spread uniformly over all disturbed areas and punched in the soil, unless otherwise noted on
1ƒ - 2‚ Tons per Acre = 1•"loose depth spread uniformly over acre.
for adequate protection of newly seeded areas.
FERTILIZER: A ratio and application rate that equals or exceeds the required minimum rate per acre of N, P O , K O 2 25
listed in Summary of Seeding Quantities will be acceptable.
The above rate is a guide. It will be at the discretion of the Engineer to determine what rate is sufficient
Agricultural products, such as native prairie hay, used for mulching and erosion control practices, excluding wood
TYPICAL SECTION - DUAL PAVEMENT
Fill Section Cut Section
Fertilize, Seed & MulchFertilize, Seed & Mulch
UNIT
LA850
based mulch, shall meet the North American Weed Free Forage Standards.
PLS RATE NAME QTY (lb)
Total (lb)
Total (lb)
If rock is exposed at
or other material
Exposed rock, shale,
Revised Standard SHS
Scott H. Shields
F il e :
0 5 8 _
K A 5 7 9 6 0 1 e e c 8 5 0 - 0 8 .d
g n
0 5 -
M A
2
P lo t t e
d
n :
Other vegetative mulches are acceptable only with the Engineer's concurrence.
Sheet No.
MRD MRD
on the soil surface.
(third) seed box and place the seed (using the seed drill)
seed ˆ" maximum. Place the Tall Drop Seed in a separate
wildflower seed in a separate seed box and drill (cover)
large seed box and drill (cover) seed „" -‚". Place the
mix. Place the grass seed (except Tall Drop Seed) in the
Seed separately from the grass seed and the wildflower
the grass seed mix. Package and deliver the Tall Drop
Package and deliver the wildflower seed separately from
Mulching *
Purple Prairie Clover
White Prairie Clover
the plans. The rate of application per acre, thickness in place, for the mulching material is generally as follows:
resulting in bare ground.
If there has been erosion that requires repair prior to seeding, then it may be necessary to regrade the area,
If temporary cover has provided stable slopes with no erosion, seed the permanent grasses into the existing cover.
where crops are growing may be omitted when requested by the owner.
All borrow areas shown on the plans are to be fertilized, seeded, and mulched. However, operation in borrow areas
Soil preparation shall conform to the Standard Specifications except as noted below.
native sod or other desirable vegetation shall be fertilized (limed when required), seeded and mulched.
The entire disturbed area, excepting the paved or surfaced areas, steep rocky slopes and areas of undisturbed
the Standard Specifications.
The total mulch required shall be determined in the field. The bid item for mulching shall be paid for according to
* See LA852A for mulching quantity. The quantity of mulch is estimated (Acres of Seeding X 1.5 X 2 Tons/Acre).
and sodding seasons.
Refer to the Standard Specifications, Division 900, Section 904 'Seeding', and Section 907 'Sodding', for the seeding
fertilized and mulched at the listed rate per acre. The acres are estimated.
NOTE: Projects less than 1 acre shall be bid as ''Seeding'' by the lump sum. All disturbed areas shall be seeded,
Wildflower Mix.
OTHER = Seeded with the "Other" Mix. Designated as all other turf areas, except the Shoulder. Usually includes a Native
outside roadsides, turfed portions of shoulders, and turfed portion of the median.
SHLDR = Seeded with the Shoulder Mix. Typically 15 feet for 2-lane roads and 30 feet for 4-lane roads. Includes
08/03/20
04/18/19
ML
and
February 15 to April 20 November 15 to June 1
SPECIES SPECIES
area any time of the year.
When the area to be seeded is less than 1 acre, seed the
Season seeding period.
with Warm Season grasses, seed the area during the Warm
In areas of 1 acre or more, if Cool Season grasses are mixed
SODDING PERIODS
SPECIES SPECIES
Bluegrass Sod
Fescue Sod
Buffalograss Sod
R T
058_KA579601eec850-08.dgnFile:
Squad: XXXXXXXX
P O
L L
1 "
2-5
2-5
OPTIONAL
Wood Wedge
#4 Bar
#4 Bar
A A
M a x .
WOOD POST IN CONCRETE FOOTING WOOD POST IN SOIL SIGN MOUNTING HOLES
finished ground line after impact.
these plans is to have a 4" or less projection above the
The intent of the "AASHTO Roadside Design Guide" and
NOTE TO THE ENGINEER:
4" x 6"
" D ia .
" sticking up above the top of the footing.8 3
of the post. The wedges are be flush with up to a maximum of
by 2" long wood wedges into the opening on two adjacent sides
top of the concrete footing, secure the post by placing 3" wide
Prior to sealing the opening between the wood post and the
treatment specifications.
prior to treating.
All sign mounting holes in the wood posts shall be drilled
thickness by magnetic gage.
with a metal plate. Basis of acceptance shall be visual
required. It is permissible to close the bottom of the sleeve
galvanized sheet steel is used, no other galvanization is
meet the requirements of coating designation A123. If
to meet the requirements of ASTM A653 and zinc coated to
The post sleeve shall be formed from 10 gauge sheet steel
"2 13 "2
0 5 9 _ K
A 5 7 9 6 0 1 p s s 4 6 0 -0
1 .d
g n
SHEETS SHEET NO.
R T
059_KA579601pss460-01.dgnFile:
Squad: XXXXXXXX
D E
ANCHOR SLEEVE12 GA. OR 14 GA.
SIGN POST
ground to the specified height above the ground line.
and drive post anchor with anchor sleeve into the
and align the first holes above the ground line. Plumb
2. Install anchor sleeve (if required) on the post anchor
above the ground line.
anchor sleeve is required, or to the specified height
1. Plumb and drive post anchor into the ground 18", if
Sh. No.
Line
Ground
A
B
C
2" X 2"
3" X 3" X 7 GA. Not Required
NOTE: 14 ga. posts must meet a certified minimum yield strength of 60,000 p.s.i.
Sign Post
Bottom of
Sign Post
Bottom of
Anchor Sleeve
Bottom of
Post Anchor
Bottom of
5
Sign
Light Lock Washer, Nylon
5
31
12
12
12
12
12
12
(TYPICAL)
31 " PSST SIGN POST2 12
KANSAS DEPARTMENT OF TRANSPORTATION
0 6 0 _ K
A 5 7 9 6 0 1 p s s 4 6 6 -0
2 .d
g n
SHEETS SHEET NO.
DETAILS FOR PERFORATED
R T
060_KA579601pss466-02.dgnFile:
Squad: XXXXXXXX
A N
Rubber Sealant is Required
TOP AND BOTTOM VIEW
Sh. No.
for Structural Supports for the Highway Signs, Luminaries and Traffic
the 2013 Edition of the AASHTO Publication, Standard Specifications
The 4" (inch) maximum is a requirement of the breakaway criteria in
stub clearance of 4" (inch) maximum, to include anchor bolts.
NOTE: The foundation shall be installed to meet the breakaway support
bolt circle.
NOTE: The frangible base must
1 7 " (i n c h )
M in .
They shall be raked to provide a vertical
perceptible tolerance will be permitted.
grading of standards is essential and no
above grade. The careful alignment and
light centers at a minimum of 40' OR 55’
NOTE: All luminaires shall be supported with
the light pole as shown above.
installed on the hook supplied within
NOTE: The cable support grip shall be
from edge of foundation.
NOTE: Reinforcing steel shall
clamp with an exothermic connection.
connected to the copperclad ground rod by means of a ground rod
" (inch) grounding nut. Ground wire shall be 2 1
standard shaft with a 1
No.6 AWG solid bare copper ground wire bolted to the inside of the light
GROUNDING NOTE: Light standards shall be grounded by means of a
on Voltage Drop
2/C Secondary Cable with
o u n d a ti o n B
a s e
e ig
h t
C e n te r 4 0 ' o r 5 5 '
M in .
d e BC
8 '- 0 " 6
0 ' fo r 5 5 '
M o u n ti n g H
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SHEETS SHEET NO.
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TRAFFIC CONTROL
WYANDOTTE CO.
See TE744 for information on traffic control for lane closure on multi lane highway.
See TE722 for information on traffic control for shoulder work on divided highway.
See TE720 for information on traffic control for shoulder work on undivided highway.
See TE712 for information on traffic control sign posts.
See TE710 for information on traffic control sign
See TE705 for information on access through work areas.
See TE704 for information on Type III barricades.
See TE702 for information on channelizing devices.
See TE700 for standard Traffic Control General Notes.
inside lane (the lane adjacent the median).
to facilitate the work utilizing KDOT Standard Drawing TE744. Carry thru traffic on the
either (or both) directions, Contractor shall close the outside lane for eastbound and westbound
For work on guardrails adjacent to the outside lane which requires 1 lane to be closed in
westbound to facilitate the work utilizing KDOT Standard Drawing TE744.
Contractor shall close the inside lane (the lane adjacent the median) for eastbound and
For work in the median which requires 1 lane to be closed in either (or both) directions,
ramps if Shoulder Work requires on-ramp advanced warning signage.
TE722 for Shoulder Work on a Divided Roadway. Utilize KDOT Standard Drawing TE720 on
When work at the site(s) does not require lane closure(s), utilize KDOT Standard Drawing
time.
Coordinate Traffic Control between improvements sites. Contractor may work at one site at a
highway closures will be allowed.
A minimum of one-lane of K-5 shall remain open to both directions of travel at all times. No
TRAFFIC CONTROL PLAN AND GENERAL NOTES
TYPICAL WORK ZONE COMPONENTS
URBAN (40 MPH OR LOWER)
URBAN (45 MPH OR HIGHER)
RURAL (55 MPH OR LOWER)
RURAL (60 MPH OR HIGHER)
EXPRESSWAY/FREEWAY 1000
SPEED (MPH)

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