18B0006_Trooper_Rd_2018-6-29.pdf
PDF 24 MB Posted
- Attached to
- Trooper Road FY18 Road Project Federal contract opportunity
- Solicitation number
- W911RX18B0006
About this file
Exhibit A - Construction Drawing Plan Sheets
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF_1419_Abstract_of_Bids_W911RX-18-B-0006_FBO.pdf | ||
| Trooper_Road_Plan_Sheets_Amended_25JUL18.pdf | ||
| W911RX-18-B-0006-0002_Fort_Riley_Trooper_Road_Project.pdf | ||
| Questions_From_Industry_07-23-18.pdf | ||
| W911RX-18-B-0006-0001_Fort_Riley_Trooper_Road_Project.pdf | ||
| Trooper_Road_Plan_Sheets_Amended_17JUL18.pdf | ||
| Questions_From_Industry_07-17-2018.pdf | ||
| W911RX-18-B-0006_Question_1_06JUL18.pdf | ||
| KDOT_Dist_2_seed_mix.pdf | ||
| W911RX-18-B-0006_Trooper_Road_FY18_Road_Project.pdf | ||
| Borrow_Pits.pdf | ||
| Blank_SUBMITTAL_REGISTER.xlsx | XLSX spreadsheet | |
| Wage_Determination.pdf | ||
| Construction_Staging_Area.pdf | ||
| As-built_example_Sheets.pdf |
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50 1
.1
STATE YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
Partial
60%
13% sht. 1
AADT(2017)
AADT(2037)
FORT RILEY DIRECTORATE OF PUBLIC WORKS TASK ORDER NO.
45 MPH
20 FT
2- O O PLAN & STANDARD SHEETS
KANSAS 1
GROSS LENGTH OF PROJECT
EXCEPTIONS
NET LENGTH OF PROJECT
NET LENGTH OF BRIDGES
NET LENGTH OF ROAD
FT. (Includes Equations)
FT.
FT.
FT. MILES
MILES
MILES
Clear Zone
C of A
V
D
DHV
T
DESIGN DESIGNATION
CONVENTIONAL SIGNS
COUNTY LINE
CITY LIMITS
STATE OR NATIONAL LINE
PROPERTY LINE
HIGHWAY FENCE
EXISTING FENCE
CONSTRUCTION LIMITS
RIGHT OF WAY LINE
TRAVELED WAY
RAILROADS
TOWNSHIP, SECTION or GRANT LINE
GUARDRAIL
CENTER LINE OF PROJECT
TERRACE
CULVERTS
DROP INLET & STORM SEWER
ACCESS CONTROL
POWER POLE
TELEPHONE POLE
MARSH
HEDGE
TREES
PROFILE ELEVATION
STREAM or CREEK
INDEX OF SHEETS
TITLE SHEET1
FORT RILEY DIRECTORATE OF PUBLIC WORKS
Project Manager, Public Works Engineering Division
Approved
Date
By:
FEDERAL PROJECT
Civil Engineer PE, PTOE
SEEDING
PAVEMENT
GRADING
CULVERTS
responsible for verifying quantities for bidding purposes.
Quantities are estimated and for information only. Contractor is
STA 64+00.00 End Mill & Overlay
TROOPER RD MILL & OVERLAY
GEARY COUNTY KANSAS
STA 0+00.00 Begin Mill & Overlay
L.P.
L.P. L.P.
L.P.
L.P.
3.00" PVC W
3.00" PVC W4" PVC SSBLDG 2305
BLDG 2306
T.B.
PROPANE
T.B.
PROPANE
T.B.
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
5+00 10+00
Utilities.
Verify Locations and Size of Exist. Pipes and
Contact Public Works Dig-Safe coordinator
Note: Exist. Utilities For Information Only
Vault Utility
L.P.
E x is
t. 4 'x
'x
' R
C B
T.B.
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
10+00
P C
S ta .9
15+00
{ Trooper Rd.
R
IV
E
O
A D
Fiber Optic
Fiber Optic
Vault Utility
L.P.
Sign
"x
"x
' C
M A
P
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
15+00
P T
S ta .6
P C S ta . 1
.5
P T S ta . 1
.5
20+00
Valve Water
R
IV
A D
Exist. Powerline
Water Main Exist. P owerline
.0
" B
I G
A B
N D
Exist. Fiber Optic Cable
Utility VaultFiber Optic
Fiber Optic
L.P. L.P.L.P.
Valve Gas
8" VC SS
SIGN 04
"x
"x
' C
M A
P
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
R
IV
A D
P T S ta . 1
.5
20+00
P I
S ta .9
25+00
POT Sta. 4+00.00POT Sta. 4+00.00
{ Trooper Rd.{ Trooper Rd.
H
IT
C H
IN
G
P
S T
D
H
IT
C H
IN
Valve Water
Line Gas
Water Valves
Buried Elec
" V
C
15" VC SS
Water Main
Water Main
W a te r
M a in
Line Gas
Fiber Optic
Buried Elec
O.H. Powerline
L.P.
L.P.L.P. L.P. L.P.
8" VC SS
O .H
P o w e r li n e
T.B.
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
P I
S ta .9
25+00 30+00
POT Sta. 300+00.00
0{ Trooper Rd.
ONLY
ONLY
ONLY
ONL
Y
ONLY
ONLY
POT Sta. 300+00
D D
L E
H O
N
S A
D D
L E
H O
15" STS
Line Gas
" R
O
W E
R
Water Main
M.H.
O.H. Powerline
O.H. Powerline
L.P.
L.P.
L.P.
" R
C
Gravel
6" VC SS
"x
C M
P
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
30+00
P I
S ta .7
35+00
POT Sta. 300+00.00
{ Trooper Rd.
ONL
Y
ONL
Y
ONL
Y
ONL
Y
S A
D D
L E
H O
S A
D D
L E
H O
Water Main
W a in
6.00" PE HP GM.H.
O.H. Powerline
8" VC SS
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
Gravel
22"x13" CMAP
"x
" C M
A P
E x is ti n g
C M
P
"x
C M
P
18"x50' CMP
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
35+00 40+00
{ Trooper Rd.
ONL
Y
A H
E
1S
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
T.B.
Victory Chapel
BLDG 2560
E x is
t. C u lve r t
E x is
t. C u lv e r t
18"x50'
CMP
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
Tr oop er
Rd
40+00
+0
0+000+00
43+50 4% 2%43+00
42+50 0%
42+00
-4% -2%
-2%
-2%
2%
P C
S ta
1+00
{ Trooper Rd.
ONL
Y
ONL
Y
L.P.
L.P.
L.P.
L.P.
L .P
L .P
T.
B.
E R
D
E H
R E
O N
P O
T S
R
PX Shoppette
BLDG 2597
18"x36' R
CP
24"x50' RCP
24"x100
' RCP
"x
' R
C P
0"x5
4' R
CP
+0
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
ONLY
ONLYONLY
45+00
50+00
PI 1+80.34
PC Sta. 0+72
47+50
46+90
0%
2%
46+40
4%45+90
-2%
-2%
-2% -4%
P T
S ta
-2%
49+00 -2%
.2
.4 ê F ir s t S
T ê F ir s t S
T
1+0
ONLY
ONLY
ONLY
DON'T
START
FinishIf Started
DON'T
CROSS
TO
CROSS
PU
SH
B
UTTO
N
START
CROSSING
W atch
For
Vehicles
FLASHING
STEADY
Crossing
R -3 b
.4
10'--0"
L.P.
L.P.
G.M.
18"x60' RCP 18"x36' RCP
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
L.P.
50+00 55+00
L.P.
L.P.
Exist. Culvert
18"x112' CMP
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
55+00 60+00
Fire Station #5
BLDG 2620
Rally Point
BLDG 2600
"x
R
E E
D
L
IM
IT
L.P.
L.P.
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
{ Trooper Rd.
P O
T
S ta .3
60+00 65+00
Remove Sidewalk
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
5+00
Construction
BL McCormick Sta. 9+05 End
2%
P O
T
S ta êMcCormick
L .P
L .P
L .P
L .P .L .P
L .P
L .P
L .P
T .B
P X
S h o p p e tte
B L
D G
"x
R
C P
+5
E x t.
1.
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
O N L Y
O N L Y
O N L Y
P O
T
S ta .6
P O
T
S ta .6
595+00
P C
S ta
P T
S ta
-3.
80%
3.80%
3.8 0%
0%
2%
2%
0%
593+90
594+25
594+60
594+90
+60
6+9
7+2
7+5
-2
-2
-2%
-2%
-3.8%
+00 êF irs t S
T êF irs t S
T
ONLY
ONLY
A H
E A
D scott.r.sutherland Typewritten Text First St. Option
.P
L .P
L .P
L .P
ER D
EH REON
POTS
R10-6
"x
R C P
"x ' R
C P
"x
R C P
24"x110' RCP
"x ' R
C P
"x8
' C
M P x t.
.0
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
0+00
P I .3
5+00
5+
5+
P C S ta . 0
P T S ta . 2
2%
2%
2%
PT Sta. 46+25
1.23%
-3.4%
0%
2%
0%
0+20 0+45
0+30
0+85
2+70 3+00
3+35
3+70
3.4%
-3.4%
-2%
-2%
-2% êMcCormick êMcCormick êFirst ST
4+ 002%
ONL
Y
A H
E A
D
ONLY
ONLY
DO
N'T
ST
AR
T
Fin is h
If St ar te d
DO
N'T
CR
OS
S
TO
CR
OS
S
PU
SH
BUT
TO
N
ST
AR
T
CR
OS
SIN
G
Wa tc h
Fo r
Ve hi cl es
FL
AS
HIN
G
ST
EA
DY
Cro ss ing
R1 0-
3b
3.4%
1S
L .P
L.P.
L.P.L.P.
T.B.
24"x110' R
CP
"x
' R
C P
"x
' C
M t.
.0
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
Tr oo pe r
Rd
+0
0+00 5+000+00 5+00
E S S
+9
%4 +4
+9
43+50 4%2%43+0042+50 0%
-2
-4
-4%-2%
2%
P C
S ta
PT
S ta . 4
6+
1+00 4+00
2%
"x
' C
M P
R e m o v e S id e w a lk
E x t.
.8
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
P I 1
+8 0.
5+005+00
PT Sta. 2+85
2%
+7
+0
+3
+7
.4
.4 ê M cC orm ick ê M c C o r m ic k
4+00
AHEAD
8" VC SS
SADDLEHORN RD.
S T
E E
P L
E C
H A
A D
SADDLEHORN ST.
W a in
W a in
Water Main
.0
.H
O .H . P o w e r lin e
O .H
P o w e r li n e
G r a v e l
G r a v e l
G r a v e l
A s p h a lt
V
8" VC SS
"x
" C
M A
P 22"x13" CMAP
22"x13" CMP
6" VC SS
t.
.0
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
0+00 5+000+00 5+00
PI Sta. 32+83.75
P O
T
S ta .0
0+00 5+00
P O
T
S ta .0
0+00 5+00
SADDLEHORN RD.
" S
T S
W a in
W a in
Water Main
.0
.H
O .H . P o w e r lin e
O .H
P o w e r li n e
L .P
L .P
L .P
L .P
" R
C
G r a v e l
V
8" VC SS
C
"x
" C
M A
P 22"x13" CMAP
Existing 21" CMP
22"x13" CMP t.
.9
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
5+005+00
PI Sta. 32+83.75
5+00
P O
T
S ta .0
5+00
P O
T
S ta .0
HITCHING POST RD
in e G a s
W a te r
V a lv e s
B u r ie d
E le c
15" VC SS
W a in
L in e G a s
B u r ie d
E le c
L .P
L .P
L .P
O.H. Powerline
T .B
E x t.
.2
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
P O
T
S ta .2
P O
T
S ta .0
300+00
P O
T
S ta .2
300+00
ONLY
ONLY
ONLYONLY
ONLY
ONLY
P O
T
S ta
HITCHING POST RD
in e G a s
W a te r
V a lv s
15" VC SS
W a in
L in e G a s
L .P
L .P
L .P
L .P
L .P
SCALE
Fort Riley Directorate of Public Works
PLAN SHEET
KANSAS
STATE PROJECT N0.
SHEETS
TOTAL
SHEET NO.YEAR
20' 20' 40'
P O
T S ta . 3
.0
300+00
P O
T S ta . 3
.5
300+00
P O
T S ta . 3
.5
6'
C
C ƒ
•"38 14•"
5 9-12-07
Does not include guide vanes.
Reorg. sheet, add. slope drain stone ì
QUANTITIES (For information only) ì m in î it c h o r n o r m a l g r o u n d li n e
DIAGRAM of FLUME INLET at PRESSURE RELIEF JOINT
F
F
1'-6" 1'-6"
Geotech fabric linedÜ
ÙGeotech fabric linedÛ
SECTION F-F
Flume Inlet
G G
ÚGround Line
Geotextile Fabric
SLOPE DRAIN (CONCRETE/STONE)
0.25 cu. yds. 4" Agg. (D50) per lin. ft.
SLOPE DRAIN CONCRETE
SLOPE DRAIN STONE
into toe wall
Bend welded wire reinforcement
Flume Inlets shall be paid for by unit price per each. Slope Drains
Shape of guide vane shown is approximate and may be altered slight-ly to simplify construction. Height and width dimension shall be as shown regardless of shape.
Transverse expansion and contraction joints of same type in pave-ment are to extend through the flume inlet and 4" edge curb, omitting load transfer devices. The edge curb section will be made continuous through any expansion joint by using a filler material
Concrete Grade 3.0 (AE) shall be used in Flume Inlet and Slope Drain.
On concrete pavement projects, the contractor may substitute the mix used in concrete pavement.
Flume inlet shall be tied to the pavement with #4 x 4'-0" tie bars at 2'-6" centers. Tie bars shall be subsidiary to the Flume Inlet.
Aggregate for the Slope Drain (STONE) shall meet the reqirements of stone for Aggregate Ditch Lining and have a D of 4" unless otherwise noted on the plans. The Contractor shall place stone from bottom to the top of slope to produce a well graded mass without segregation of mater-ial sizes. Placement, measurement, and payment shall conform to KDOT
Flow line
1'-0" Lap (min.) Geotextile fabric
SECTION F-F
0.90 sq. yds. Geotextile fabric per lin. ft.
P a id f o r a s li n f t.
S lo p e
D r a in
(S to n e
P a id f o r a s li n f t.
S lo p e
D r a in
(C o n c r e te
10'-1‚"
See Toe Wall Details
9'-4ƒ"
F
Flume Inlet Concrete:
2.2 cu. yds. Concrete
44 lbs. reinf. steel and WWR
Flume Inlet & Toe Wall Concrete:
Slope Drain (STONE) shall be underlain with geotextile fabric that meets the KDOT Standard Specification. All work and materials for the geotextile fabric shall be subsidiary to the Slope Drain (STONE).
Standard Specifications.
F lu m e
In le t (C o n c
B id a s
F lu m e
In le t (C o n c r e te
Lin. Ft. of Slope Drain (Stone)
Lin. Ft. Slope Drain (Stone)
Lin. Ft. of Slope Drain (Concrete)
Lin. Ft. Slope Drain (Concrete)
Ground lineÜ ÚGround line
2'-0" 4" Aggregate (D50)
ÙGeotech fabric lined
SECTION G-G
5'-0"
6" 6"3 m in (T y p
PARTIAL PLAN with GUIDE VANE
Location of Construction Joint or Plane of Weakness
Ú E x p a n s io n
J o in t
Ù P r e s s u r e
R e li e f
J o in t
Ú E
W S ƒ
(C o n c d r a in
(S to n e d r a in
Toe WallÜ
1•" Clear
Slope 1„" per ft.
e d g e o f f lu m e in le t.
G r a d e s lo p e to to p
(Stone or Concrete) shall be paid for by unit price per linear foot.
SLOPE DRAIN (CONCRETE)
SLOPE DRAIN (STONE)
Slope Drain is shown with (STONE) or (CONCRETE) option, type to be determined by the Designer.
ÚSlope Drain (Stone)
Slope Drain (CONCRETE):
Slope Drain (STONE): 4" Aggregate (D50)
GENERAL NOTE
All exposed edges shall be finished with an edging tool.
monolithic and struck off with a uniform thickness of 6 inches.
The entire area of the Flume Inlet & Slope Drain shall be placed
Flume Inlets will be constructed without Guide Vanes except at locations noted in plans or as directed by the Engineer. Construction of guide vanes, when required, shall be subsidiary to the bid item
Guide Vanes may be formed monolithic with the Flume Inlet or tied
Flume inlet shall only be constructed adjacent to concrete pavement.
to the Flume Inlet in the manner shown if constructed separately. Al-proval of the Engineer.
ternate methods of constructing Guide Vanes may be used with ap-
For details of 4" edge curb see Standard Drawing RD711.
"Flume Inlet ".
Joints will not extend into the Slope Drain.
No adjustment of guardrail post spacing will be permitted.
Flume Inlet and Slope Drain.
Reinforcing steel & welded wire reinforcement are subsidiary to
0.0833 cu. yds. Concrete per lin. ft.
Toe wall shall be paid for as 1.5 lin. ft.
of Slope drain.
0.79 lbs. WWR per lin. ft.
1.9 cu. yds. Concrete
42 lbs. reinf. steel and WWR
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.
FLUME INLET and
Parallel guardrail location. If guardrail is installed with a flare this dimension will be variable.
On projects with concrete paved shoulders where, due to skew of the bridge, the flume inlet extends beyond the 4" pressure relief joint of the special concrete bridge approach, the portion of inlet or to the concrete shoulder with tie bars.
gutter extending beyond the pressure relief joint shall not be tied
12"
2'-0"
4: 1
12" 12" 12" 12"
4'-0"
12"
9"
12"12"12"12"12"
InletFlume
W a r p to ƒ
10'-0"
31"
3•"
4'-0"
18'-0"
See Bridge Approach Detail
4" Edge curb
3•"
42ƒ"
6" 6"
29ƒ"
C le a r
15‚" Wood Po. Guardrail
14‚" Steel Po. Guardrail 6"
4" 3•"
Roadway 2'-9‚"
2'-0"
Rounding
4" Edge Curb
12" 12"
12"12"12"
4'-0"
(Bend one bar each length) (Typical both ends of vane)
(Guide Vane formed monolithic)
SECTION B-B
PLAN
END ELEVATION
SIDE ELEVATION
B
A
A
SECTION C-C
D
SECTION D-D
SLOPE DRAIN & TOE WALL DETAILS
B
E
SECTION E-EBending Diagram
METHOD of CONNECTING GUIDE VANE to FLUME INLET
E
SECTION A-A
D
Lc c
Ground lineGround line
1„"/ft. Slope
Variable slope
Edge of Shoulder
2-#4 bars - 17'-2" long
Edge of shoulder
4" Edge Curb
4: 1
#4 x 4'-0" tie bars @ 2'-6" ctrs. (Conc. Pvt. Only)
#3 c - bars
#3 c - bars
L Guardrail posts. Form opening(s) in
Flume Inlet for guardrail post(s).
Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4 or WWR used in concrete pavement.
Welded wire reinforcement
2•" R
Variable slope
2•" R
1„"/ft. Slope
Variable slope
Edge of shoulder
Welded Wire Reinforcement 6 x 6 - W1.4 x W1.4 or WWR used in concrete pavement.
f a b r ic li n e d
Ü o te c h
4" edge curb to 4 : 1 slope
Smooth transition from
Tie bar
2" R.
W
W for details.
See Standard Drawing RD712 approved by the Engineer to fill the void to the full height of the curb.
6 1-25-16 T.T.R.Added Note to Designer S.W.K.
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
rd .d g n
F il e
D ra w n B y tr h o a d s
P lo tt e d -F
E B -2
:5
DATE REVISIONS BY APP'DNO.
KANSAS DEPARTMENT OF TRANSPORTATION
FHWA APPROVAL
DESIGNED
DETAILED
DESIGN CK. DETAIL CK. QUAN.CK.
RD628
TRACED
TRACE CK.
QUANTITIES
APP'D. Scott. W. King o te to
D e s ig n e r
W h e n c o n c r e te f lu m e in le ts a r e u s e d o n p r o j e c ts w it h a s p h a lt p a v m e n t u s e a b r id g e a p p r o a c h
2-1-16
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 02-08-2016
UNIVERSAL REFORMED END with
3" x 1" Corr.3" x 1" Corr. 5" x 1" Corr.
SINGLE HARNESS
10 �"
12 �" (H-12)
13 �" (H-13)
HUGGER BAND
Hugger Band angle
Scafco-type
Band
2 4-1 8-08 Rev. layout, details, tables and notes S.W.K.
Note: Type 3 connection may be furnished instead of Type 1 or Type 2 for smaller round or arch pipe.
3" x 1" Corr.3" x 1" Corr. 5" x 1" Corr.
64" x 43"
71" x 47"
77" x 52"
83" x 57" 26.0
21.9
18.1
14.7
11.6
8.9
6.5
4.5
2.9
11.753" x 41"
60" x 46" 15.6
1466" x 51" 19.3
1473" x 55" 23.2
14 1281" x 59" 27.4
12 1287" x 63" 32.1
95" x 67"
METAL END SECTION FOR ROUND &
ARCH METAL CULVERTS (TYPE |) &
PIPE GAUGE TABLES
DETAILS FOR H-7 HUGGER BAND (12" thru 36")
DETAILS FOR H-12 or H-13 HUGGER BAND
When Hugger Bands are used, the H-7 Hugger Band may be
Toe plate (Optional)
(Same gauge as apron)
Toe plate (Optional)
(Same gauge as apron)
12.5 or 14.0
Dimensions in Inches x �" Corrugations Dimensions in Inches 3" x 1" or 5" x 1" Corr.
71" x 47"
77" x 52"
83" x 57"
53" x 41"
66" x 51"
73" x 55"
81" x 59"
87" x 63"
95" x 67"
18.1
11.7
26.0
27.4
2.9
4.5
6.5
8.9
64" x 43"14.7
60" x 46"
11.6
21.9
103" x 71"
112" x 75"
17 26 63 88
(min.) (max.) (min.) (+/-2") (min.)
20 28
6 11 24 34
7 40
7 16 46
9 58
11 7 73
12 82
16 62 88
3617 100
17 30 10069
17 36 70 112
17 36 77 112
17 124
17 13644
17 44 130
17 36 124
Equiv.
Round
Pipe Diameter
72"
66"
60"
54"
48"
42"
36"
30"
24"
48"
54"
60"
66"
72"
78"
15"
18"
21"
84"
90"
96"
102"
108"
114"
120"
12.5 or 14.0
(min.) (max.) (min.) (+/-2") (min.)
5 22
(Information listed in these tables are nominal and may vary by manufacturer.)
Approx. Approx.
6 28
7 34
8 40
9 46
11 55
13 19 70
15 25 10 82
17 29 88
17 33 100
17 36 112
17 39 118
17 44 12 87 120
17 48
17 52 136
17 58 142
17 58 144
GENERAL NOTE for END SECTIONS
Multiple panel end sections may contain dual gauges of like metal and shall have lap seams which are tightly
7�" (H-7)
10�" (H-10)
Hugger Band
H-7 or H-10 HUGGER BANDH-7 or H-10 BAND or H-10 HUGGER BAND (12" thru 120")
GENERAL NOTE for METAL PIPE
Varies
Scafco-type angle with �" Dia. Bolts corrugation or dimpled band (shown)
29" and smaller. The H-10 Hugger Band may be used on 12" thru joined with rivets or bolts. For 60" and larger diameter round pipe end sections and 77"x52" arch pipe end sections, the reinforced edges are supplemented with stiffener angles. The angles are attached with nuts and
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
12/10
CS,ACS
or
Gauge
CS,ACS
Gauge
CS,ACS
Gauge (min.) (max.) (min.) (+/-2") (min.)
Thickness Gauge
16 ga.
14 ga.
12 ga.
10 ga.
8 ga.
0.060"
0.075"
0.105"
0.135"
0.164"
Minimum Gauge of Round Pipe Minimum Gauge of Arch Pipe
End section material shall follow KDOT Pipe Policy for geographic location. Location shall govern use of CS
CA or CA or CA
(Galvanized), ACS (Aluminized) or CA (Aluminum) (Type |) End Section. Pipe material and End Section material
Toe plate shall be punched to match holes in apron lip and attached with furnished �" diameter nuts & bolts.
Toe plate extension, when specified, is an accessory and shall be the same gauge and metal as end section.
sections depending on manufacturer.
bolts. Angle reinforcement may be required uder the center panel seams of 73"x55" and larger arch pipe end
More than one pipe "Type" may be acceptable for a design location with allowable types listed for each site.
C u lv e r t
D e s ig n f o r s tr u c tu r a l p ip e d e s ig n in f o r m a ti o n ic h in c lu d e s c o r r u g a ti o n s s iz e s g a u g e s m a x im u m m in im u m f il l h e ig h ts a n d c la s s e s o f p ip e th e
S ta n d a r d
S p e c if ic a ti o n s
R e f e r to th e
K
D s ig n u a l, V o lu m e
(P a r t
C R o a d
S e c ti o n "E le m e n ts o f
D r a in a g
CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP
P E
P P
V C P
C
P
P r o v id e e n d s e c ti o n s o f th e s a m e ty p e a n d c o a ti n g a s th e p ip e
E x c e p ti o n s to th is a r e n o te d in
N o te to
D e s ig n e r
K D ip e
P o li c y p r o v id e s g u id a n c e in id e n ti f y in g th e p r o h ib it e d a n d o r r e s tr ic te d u s e s o f
C S
P
A C S
P
Culvert "Type" listed may be CSP, ACSP, CAP, RCP, PVCP & PEP within guidelines of KDOT Pipe Policy for geographic location.
Aluminum or aluminized pipes or end sections shall be coated
Thickness
0.064"
0.079"
0.109"
0.138"
0.168" shall be the same with no mixing of types per location.
CAPCSP/ACSP
Pipe gauge listed in the tables on this sheet are minimum for
E’=750 p.s.i. soil. Pipe gauge will be determined for each site based shall be listed in the Pipe Culvert Summary. Gauges shown on this
Standard Drawing are KDOT minimum and may not be industry min-imum gauge.
with an asphaltic paint when in contact with fresh concrete in ac-cordance with the Standard Specifications.
pipe at connecting band.
There shall be no payment for gain in pipe length due to fit of on the Design Manual Volume |- Part C Fill Height Tables and shall
120" pipe. The H-12 or H-13 Hugger Band are for pipe sizes larger than 36" diameter or 42"x29" arch pipe.
used on circular pipes 36" diameter and smaller or pipe arches 42"x
�" Dia. Bolts Connector Assembly
Bolt, Bar and Strap
Galvanized steel
Pipe pay length
Reinforced edge
Reinforced edge
Strap boltFlat strap connector Rod holder Threaded rod
Dimple band collar bolted to end section with �" bolts.
is attached.
Pipe stub of spiral
(Helical) corrugation
Pipe to which end section
Riveted or bolted
Connector
Bar and Strap
Connector
Bar and Strap
Connector Assembly
Bolt, Bar and Strap
�" Dia. Bolts
�" Dia. Bolts
A AW
B
H
Holes @ 12" ctrs. (max.)
D ia
L
H
Holes @ 12" ctrs. (max.)
1’-0"
3"
PLAN
FRONT
FRONT
TYPE 1 TYPE 2 TYPE 5
SPIRAL (HELICAL) CORRUGATION
CONNECTION DETAIL
CONNECTION DETAIL
DOUBLE HARNESS
TYPE 3
UNIVERSAL REFORMED END with
CONNECTION DETAIL
Other approved designs may be used in lieu of type shown.
W + 20" for 36" to 84" diameter pipes inclusive.
W + 10" for 12" to 30" diameter pipes inclusive.
W + 10" for pipe-arches with a rise of 13" to 29" inclusive.
W + 20" for pipe-arches with a rise of 33" to 59" inclusive.
Connection of end sections by welding will not be permitted.
(|llustrated with Type #3 Connection)
(Type 1 and Type 2 connections are recommended for the smaller sizes with annular ends).
For all sizes of round and arch culvert pipes having Spiral (Helical) corrugations, the end sections and connecting bands shall be as shown above.
Available for all Round and equivalent Pipe-Arch sizes,Available in sizes 42" through 96" Round and 60"x46" through 81"x59" Pipe-Arches.
Available in sizes 30" and 36" Round and 17"x13" through 57"x38" Pipe-Arches.
Available in sizes 12" through 24" only.
Connecting band of spiral (Helical)
One annular corrugation rolled into pipe after fabrication.
Bolted or riveted
Separate as required to line up, approximately 2".
Pipe pay length Pipe pay length Pipe pay length
R is e
J.O.B.1 4-27-98 Added pipe corrugation option note R.J.S.
J.O.B.
Pipe
Dia.
Inches 2 / x �" Corr.
12"
15"
18"
21"
24"
30"
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
96"
102"
108"
114"
120" x �" Corr.2 / "
2 / x �" Corr."
x �" Corr.2 / "
Pipe Dimension
Span & Rise
Bid
Designation
Sq. Ft.
Sq. Ft.
1.0
1.5
2.0
2.5
3.0 or 4.0
5.0 or 6.0
7.0 or 8.5
10.0 or 11.0
16.5
21.0
25.0
32.0
36.0
42.0
47.0
54.0
60.0
67.0
74.0
17" x 13"
21" x 15"
24" x 18"
28" x 20"
35" x 24"
42" x 29"
49" x 33"
57" x 38"
103" x 71"
112" x 75"
117" x 79"
128" x 83"
137" x 87"
142" x 91"
1.1
1.6
2.2
37.0
42.4
48.0
54.2
60.5
67.4
74.5
10.0 or 11.0
Bid
Designation
Sq. Ft.
1.0
1.5
2.0
2.5
3.0 or 4.0
5.0 or 6.0
7.0 or 8.5
10.0 or 11.0
12.5 or 14.0
16.5
21.0
25.0
32.0
36.0
42.0
47.0
1.1
1.6
2.2
15.6
19.3
23.2
32.1
37.0
42.4
48.0
Nom.
W.W.
Area Sq. Ft.
Pipe Arch
A B H L W
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2 : 1
1�: 1
1�: 1
1�: 1
1�: 1
1�: 1
1�: 1
1�: 1
A B H L W
12 70
2 / "
17" x 13"
21" x 15"
24" x 18"
28" x 20"
35" x 24"
42" x 29"
49" x 33"
Span & Rise
57" x 38"
2 : 1
2 : 1
2 : 1
1�: 1
12 77 1�: 1
12 77 1�: 1
10.0 or 11.0
12.5 or 14.0
16.5
25.0
21.0
16.5
Dimensions in Inches
Pipe
Dia.
12"
15"
18"
21"
24"
30"
36"
42"
48"
54"
60"
66"
72"
78"
84"
90"
96"
Slope
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2�: 1
2: 1
2: 1
2: 1
1�: 1
1�: 1
1�: 1
1�: 1
(In.)
21.0
25.0
A B H L W Slope
3 3
2 2 3 3
14 14
4 9-10-09 Rev. Round and Arch tables, add. Alum.S.W.K. J.O.B.
In geographic areas that allow CSP (24" or smaller arched or round pipe) for entrance and side road installation with less than8
3,000 AADT, 16 gauge ACSP may be substituted for 14 gauge CSP.
1-20-09 J.O.B.
RD660
TRACED Bowser
TRACE CK. King
S.W.K Rev. Round Pipe Gauges
APP’D. James O. Brewer
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
rd .d g n rd
F il e
D ra w n B y m a rk s
P lo tt e d -J
U L -2
:2
DATE REVISIONS BY APP’DNO.
FHWA APPROVAL 12-16-09
RD
TRACED
APP’D.
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 07-22-2010
END ELEVATION (TYPE |)
END SECTION (TYPE |) NOMINAL DIMENSIONS SIDE TAPERED INLET SECTION (TYPE |||)-NOMINAL DIMENSIONS
(TYPE |||)
RD662
N o te to
D e s ig n e r
K D ip e
P o li c y p r o v id e s g u id a n c e in id e n ti f y in g th e p r o h ib it e d a n d o r r e s tr ic te d u s e s o f
C S
P
A C S
P n o te d in th e
S ta n d a r d
S p e c if ic a ti o n s
R e f e r to th e
K
D s ig n u a l, V o lu m e
(P a r t
C R o a d
S e c ti o n "E le m e n ts o f
D r a in a g u lv e r t
D e s ig n f o r s tr u c tu r a l p ip e d e s ig n in f o r m a ti o ic h in c lu d e s c o r r u g a ti o n s s iz e s g a u g e s m a x im u m m in im u m f il l h e ig h ts a n d c la s s e s o f p ip e
P E
P P
V C P
C
P
P r o v id e e n d s e c ti o n s o f th e s a m e ty p e a n d c o a ti n g a s th e p ip e
E x c e p ti o n s to th is a r e
Note: There shall be no payment for gain in length due to joint fit tolerance.
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
rd .d g n rd
F il e
D ra w n B y m a rk s
P lo tt e d -J
U L -2
:2
4-05-05
4-18-08
J.O.B
J.O.B
FHWA APPROVAL 6-27-08
DETAILED
DESIGN CK. DETAIL CK. QUAN.CK.
RD
TRACED Bowser
TRACE CK. King
S.W.K
S.W.K
Added ref. to KDOT Pipe Policy
Revised reinforcement callout
APP’D. James O. Brewer
TDiam. SlopeA B C D E RI
6’-0"
12"
15"
18"
24"
30"
36"
42"
48"
54"
60"
72"
84"
3: 1
3: 1
3: 1
3: 1
3: 1
3: 1
3: 1
3: 1
2.4 : 1
2: 1
1.86 : 1
1.6 : 1
4"
6"
9"
9 �"
1’-0"
1’-3"
1’-9"
2’-0"
2’-3"
2’-11"
3’-0"
3’-0"
2’-0"
2’-3"
2’-3"
3’-7 �"
4’-6"
5’-3"
5’-3"
5’-5"
5’-0"
6’-6"
7’-6 �"
4’-0 �"
3’-10"
3’-10"
2’-6"
1’-7 �"
2’-10�"
2’-11"
2’-2"
2’-9 �"
3’-3"
1’-9"
1’-9"
6’-0 �"
6’-1"
6’-1"
6’-1 �"
6’-1 �"
8’-1 �"
8’-2"
8’-2"
8’-2 �"
8’-3"
8’-3"
9’-3 �"
2’-0"
2’-6"
3’-0"
4’-0"
5’-0"
6’-0"
6’-6"
7’-0"
7’-6"
8’-0"
9’-0"
10-0"
2"
2 �"
2 �"
3"
3 �"
4"
4 �"
5"
5 �"
6"
7"
8"
Dimensions for alternate shapes shall be equal to or greater than those shown in the table, unless otherwise shown.
Included in pay length of pipe.
Transition to round pipe.
Minimum waterway area is calculated at the inside of the bevel.
Paid for as separate item of End Section, except when struc-tures shall bid as alternates. In that case End Sections shall be subsidiary to bid item. "Drainage Structure No. ".
Horizontal Roadway Lt.
Lineal Feet of Pipe Shown on Plans (Pay Length)
Horizontal Roadway Rt.
Length of Pipe Rt.
2’-0"
Length of Pipe Lt.
T T
Direction of flow
End Section (Type I)
T
VariableG
�" max.
A
CB
TT
2’-0"
F
G
H
DR
E
G r e a te r th a n o r e q u a l to
RR
K
Diameter of culvert of culvert
Diameter
Bar and welded wire reinforcement
6: 1 or steeper
Road surfaceRoad surface
6:1 or steep er
Double reinforcement for 36" and larger pipes
Bar and welded wire reinforcement
Round inside edge of end section, see Section A-A.
L
P r o j e c t c L
P r o j e c t c
Optional alternate shape
Alternate Plan Shape
4: 1 or flatter
24"
30"
36"
42"
48"
54"
60"
72"
84"
4.5
7.0
10.1
13.7
17.9
22.7
28.0
40.3
54.8
1’-0" 3"2’-3" 8"4’-3"
1’-3"
1’-6"
1’-9"
2’-0"
2’-3"
2’-6"
3’-0"
3’-6"
3 �"
4"
4 �"
5"
5 �"
6"
7"
8"
2’-9 �"
3’-4"
3’-10 �"
4’-5"
4’-11 �"
5’-6"
6’-7"
7’-8"
2’-8"
3’-4"
4’-0"
4’-8"
5’-4"
6’-0"
6’-8"
8’-0"
9’-4"
10"
1’-0"
1’-2"
1’-4"
1’-6"
1’-8"
2’-0"
2’-4"
2"
2"
2 �"
1 �"
3"
3 �"
4"
5"
6"
4’-9 �"
5’-4"
5’-10 �"
6’-5"
6’-11 �"
7’-6"
8’-7"
9’-8"
1’-5 �"
1’-9 �"
2’-1 �"
2’-5 �"
2’-10 �"
3’-2 �"
3’-6 �"
4’-3 �"
5’-0 �"
Min. W.W.
Area Sq.Ft.
A
A
END ELEVATION
ELEVATION SECTION
OUTLET ENDINLET END
PLAN VIEW
OUTLET END
INLET END
SECTION A-A
Alternate
Opening
Shape
1:
o r va ri ab le
1: 1
Diam. R TF G H I J K
Showing rounding of inside edge of end section.
T 1:
J
INLET SECTION (TYPE |||)
TYPE | & SIDE TAPERED
FOR CONCRETE PIPES
CONCRETE END SECTIONS
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 07-22-2010
"B
"A
L
L
L
Aluminum or aluminized pipes or end sections shall be coat-accordance with the Standard Specifications.
ed with an asphaltic paint when in contact with fresh concrete in pipes at any point is 2".
meter of the larger pipe plus "T".
minimum of 2" of cover.
exceeds that allowed for ordinary joints.
meters or materials or where change in alignment or grade
General Notes:
All reinforcing steel shall be Grade 60 and shall have a
The maximum allowable distance between the ends of the
Pipe collar shall be used to join pipes of different dia-
The diameter of the circular ties shall be the outside dia-
Pipe ends shall be trimmed such that the maximum dis-tance between pipes at any point is 2".
All concrete shall be Concrete Grade 3.0.
All labor, materials and incidentals required to construct but shall be subsidiary to the individual pipe bid items.
the pipe collar Type A, B or C shall not be paid for directly
SUMMARY OF BROKEN BACK PIPES
STATION SIZE
FLOW LINES LENGTH ANGLES
REMARKS
#1 #2 #3 #4 L1 L L2 3 A B
S.W.K. J.O.B.
S.W.K. J.O.B.
S.W.K. J.O.B.
T.T.R. S.W.K.
Broken-Back cSketch Along L CRP (CMP)
F FL #4 L #3
FL #2
FL #1
MISCELLANEOUS
PIPE CULVERT DETAILS
PIPE COLLARS
PIPE COLLAR AT CHANGE IN ALIGNMENT
TYPE A COLLAR
T
L
Concrete Pipe
L
No. 4 rebar @ 12" ctrs.
(3) No. 4 Circular Ties
Úì of New or Existing Pipe
2 / L 3" Clear (Typ.)
2 L
Concrete Pipe
2'-2"
1'-7" 7"
Culvert type CSP, ACSP or CAP
Culvert type CSP, ACSP or CAP
A section of concrete pipe (6'-0" min.) is cast 1'-7" short with the part of a section of concrete pipe.
re-steel protruding. Tack weld the re-steel to the 2'-2" section of CMP and finish casting the remaining 1'-7" of RCP around the CMP. This
TYPE C COLLAR
(CONCRETE PIPE CONNECTED TO CORRUGATED METAL PIPE)
Concrete Pipe
Coupling band
S iz e o f
P ip e a s
S h o w n o n
P la n s
Minimum wall thickness same as concrete pipe.
T
1" Typ.
No. 4 rebar @ 12" ctrs.
(3) No. 4 Circular Ties
Culvert type CSP, ACSP or CAP
18"
24"
36"
48"
60"
1'-0"
1'-0"
1'-6"
1'-6"
1'-9"
6"
6"
8"
10"
11"
CONCRETE PIPE COLLAR
L TPipe Dia.
PIPE COLLAR AT CHANGE IN PIPE MATERIAL
TYPE B COLLAR
T
L
Concrete Pipe
L/2 a b cL Project
L of Pipesc a = Face width of end section + 1'.
Face width is equal to the following dimension shown on the end section std. drawing.
Type ||| Concrete = |
Type | Concrete = D b = Pipe diameter or span (3' min.)
Spacing shall be equal to the larger of dimensions a or b.
Spacing for three or more pipes shall be determined using a similar method.
Toe of Fill SlopeÛ
ÚToe of Fill Slope
ÚE.P.
ÚE.P.
= W+ 2AType | CM
Type |V = W+ 2A
Type ||| CM = G
C le a r
(m in
Z o n e
PLACEMENT OF ROTATED PIPES
RELATIVE TO FILL SLOPE
AND CLEAR ZONE
cL Project
End Sections
Toe of Fill SlopeÛ
ÚToe of Fill Slope
ÚE.P.
Pipe culverts 2'-0" or less in height may terminate within the clear zone with Type | or Type ||| End Section. Any size pipe may terminate within the clear zone with a Type |V End Section.
ÚE.P.
ELEVATION
Fill
Cr. Gr. El.
Slope
PIPE EMBEDMENT
(for pipes with backfill only)
In-Situ Material or Equivalent
MULTIPLE PIPE SPACING
ñ ñ sheets and cross sections for details.
ñNatural channel or ditch flowline elevation. See profile
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
R D .d g n
F il e
D ra w n B y tr h o a d s
P lo tt e d -M
A R -2
:5
1-28-05
4-18-08
5-17-13
RD668
TRACED
Rev. Dimension, Type B Collar
Added asphaltic paint note
Changed Class to Grade concrete
APP'D.
1-21-16 Added Details, Pipe Embedment
SCOTT W. KING
is an approved connection provided it is fabricated as an integral
(1 m in
(1 m in
KAHLE
RHOADS
contract.
to the other pipe bid items in the SubsidiaryWork and material for embedding pipes will not be paid for directly, but will be sedimentation. See Pipe Embedment detail shown on this sheet.
For pipes where the height or rise is less than or equal to 4'-0" install the pipe such that embedment will occur through natural
Engineer.
1'-0" (Min.). Backfill material will be reasonably free of organic material. In-situ material may be used for backfill as approved by the
For pipes where the height or rise is greater than 4'-0" place uncompacted backfill through the pipe, including the end sections, GENERAL NOTE
Elevation
Pipe Flowline Elevation
Pipe Flowline
Elevation
Pipe Floor
Elevation
Pipe Floor
3-16-16
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 03-16-2016
Variable width (5’-0" min.). Entrance walk to be same width as approach walk.
walk back of curb line or at sidewalk line.
Expansion Joint (�" Redwood board) placed at either back of curb line or at side-
24" Strip of Detectable Warning
REINFORCEMENT DIAGRAM
6"
2’-0" 2’-0" 6"6"
5’-0" thru (24 hr. water soaked board)
16d Galvanized nail driven half way
�" Redwood Expansion Board
(Expansion Board)
ELEVATION
(typ.) (typ.)
For other than 5’-0" (width) use 6" from the end and balanced (3’-0" max.) nail spacing.
GENERAL NOTES
Construction joints or planes of weakness spaced @ 6’-0" ctrs. or less.
S te p s
Type | Ramps (Typical)
Ramp width
5’-0" Minimum
Ramp width
5’-0" Minimum VariableVariable
ARTERIAL
STREET
R E
S
ID
E N
T
IA
L
S T
R E
E T
All ramps shown
ARTERIAL
STREET
R E
S
ID
E N
T
IA
L
S T
R E
E T are Type I.
ARTERIAL
STREET
R E
S
ID
E N
T
IA
L
S T
R E
E T
ARTERIAL
STREET
o r
A
R T
E R
IA
L
Type 3
Type 1
Type 2
ARTERIAL
STREET
ARTERIAL
STREET
A R
T E
R
IA
L
S T
R E
E T
A R
T E
R
IA
L
S T
R E
E T
All ramps shown are Type 3
Sidewalk Ramp Type 1
Sidewalk Ramp Type 2
Sidewalk Ramp Type 3
Preferred location of drainage inlet (Typical) drainage inlet (Typical)
Alternate location of
Sidewalk
STREET
R
E S
ID
E N
T
IA
L
S T
R E
E T
All ramps shown STREET R
E S
ID
E N
T
IA
L
S T
R E
E T are Type I.
RESIDENTIAL RESIDENTIAL R
E
S
ID
E N
T
IA
L
S T
R E
E T
May be used only where traffic volume is low and where other features make
Plan D impractical.
Keep offset as short as possible.
Lower sidewalk as necessary to meet ramp slope.
Type 1 Ramps
C.&G.RampSidewalk Pav’t.
Ba ck of cu r b
L
E n tr a n c e c Sidewalk through entrance
Approach slab Back of curb
L gutterF
Front lip of gutter
Entrance pavement Construction joint
Normal sidewalk
Expansion jt.
R E
S
ID
E N
T
IA
L
S T
R E
E T o r
A
R T
E R
IA
L
Signalized Intersection
Typical Ramp Treatments
Heavy Traffic on Arterial
No Traffic Signal
Traffic Control on Both Streets
Wide Sidewalks Normal Treatment in Residential Area
M a x im u m s p a c in g
Expansion joint (�" redwood board) located as shown.
C.&G.RampSidewalk Pav’t.
Reinforcement as in adjacent curb & gutter.
Expansion jt.
C.&G. Ramp SidewalkPav’t.
Reinforcement as in adjacent curb & gutter.
Expansion jt.
D e te c ta b le w a r n in g s
Landing
Landing
Landing
Landing
8:1 or flatter for a maximum rise of 3 inches
10:1 or flatter for a maximum rise of 6 inches
10:1 or flatter
10:1 or flatter
5’-0"
Reinforcement as in adjacent curb & gutter.
a d j a c e n t to b a c k o f c u r b min.
Detectable warning installation is typical and required on Sidewalk Ramps Type 1, Sidewalk curb line or at sidewalk line.
Place expansion joint at back of
R a m p
S id e w a lk
Sidewalk curb line or at sidewalk line.
Place expansion joint at back of
S id e w a lk
Sidewalk
S id e w a lk
2’-0" Straight curb behind ramp.
R am p
Ramp slope =
Ramp slope =
Landing
Landing
Landing
Landing
Landing
Landing
Ramp slope =
12:1 or flatter
12:1 or flatter
12:1 or flatter
Type 2, Type 3, median ramp crossings and other locations as shown in the plans.
Ramp width
Sidewalk
Ramp width
5’-0" Minimum10:1 or
Flatter
10:1 or
Flatter
Ramp opening
5’-0" Minimum
Welded wire reinforcement
6 x 6 - W4 x W4
SIDEWALK RAMP TYPE I
SECTION A-A
SECTION B-B
SECTION C-C
SIDEWALK RAMP TYPE 2
SIDEWALK RAMP TYPE 3
SECTION A-A
LEGEND
PLAN A PLAN B PLAN C PLAN D
SECTION D-D
SECTION G-G
SECTION H-H
PLAN E
J
J C
PLAN VIEW
B B
C A
A
PLAN VIEW
D
D
E E
F F
PLAN VIEW
H
SECTION E-E
SECTION F-F
TYPICAL PLAN
SIDEWALK THROUGH ENTRANCE
R a m p
New construction ramp slopes are 12: 1 or flatter. Desirable ramp slopes for exist-slope on existing sites, use the following slopes:
ing sites are 12:1 or flatter. Where space limitations prohibit construction of a 12: 1
Use sidewalk width of 4’-0" where existing conditions prohibit use of 5’-0".
a minimum 5’-0" in length.
Use a landing slope of 50: 1 or flatter. Landings are the same width as ramp and dard drawing RD725A for additional curb and gutter details.
Use a counter slope of 20:1 or flatter at the base of sidewalk ramps. Refer to stan-
See standard drawing RD725A for additional details.
Use Ramp Type 3 where sidewalk occupies entire area between curb and property line.
SECTION J-J see standard drawing RD725B for details of Steps and Handrail.
See standard drawing RD726 for details of Alley and Entrance Pavement.
9 2-10-10
S.W.K. J.O.B.8 7-30-08 Reorg. layout, added steps sheet
S.W.K. J.O.B.
10 S.W.K. J.O.B.
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
rd .d g n rd
F il e
D ra w n B y tr h o a d s
P lo tt e d -D
E C -2
:2
SIDEWALK & STEPS
FHWA APPROVAL 12-5-1 1
RD725
TRACED Bowser
APP’D. James O. Brewer
S.W.K. J.O.B.
Revised notes & General Note
5-23-1 1 Revised notes
1 1 10-17-1 1 Revised General Note
Surface texture ramp slope with a wooden float or brushed finish.
Conc. (Misc.)".
of steps, but all work and materials are paid for under the bid item "Grade 3.0
Contractor may opt to use Concrete Grade 3.0 (AE) throughout for construction
(6") either with or without air entrainment.
pavement (See Reinforcement Diagram). Bid item will be "Sidewalk Construction welded wire mesh reinforcement. Gauge and spacing of wires are the same as entrance
Sidewalk shown to be constructed in back of an entrance shall be placed 6" thick with tion is less than 48 inches, slope the flared sides 12:1 or flatter.
Where clear width of sidewalk between top of ramp and building or other obstruc-where necessary to fit alleys and entrances see plans or at Engineer’s direction.
Slope sidewalk toward the street at a 50:1 or flatter. Slope or depress sidewalk and adjacent to a rigid surface.
Place �" premolded (Non-extruding, Type B) joint filler where sidewalk is parallel with the surface.
details. Where sidewalk abuts a curb place �" redwood board expansion joint flush spacing of 125’. Place �" redwood expansion joints at sidewalk junctions, see plan
Place �" redwood expansion joints flush with the surface at a maximum
Construct ramp with uniform grade free of sags and short grade changes.
Ramp sidewalks where the driveway curb is extended across the walk.
precedence over the location of drainage structures.
age structures are being utilized in the new construction. Ramp locations should take
Do not place drainage structures in line with ramps except where existing drain-
Engineer.
Curb cut ramps are to be located as shown on the plans or as directed by the
Types 1 or 3.
Restrict use of sidewalk ramp Type 2 to locations where it is not feasible to use curbs or sidewalks. See standard specifications for additional information.
Details shown on this sheet apply to all construction or reconstruction of streets, medical centers and athletic stadiums.
proposed sidewalk and curb. Provide ramps at mid-block walk locations for hospitals, Provide ramps at all corners street intersections where there is an existing or walk will be replaced according to this drawing to the maximum extent feasible.
strictions. For an existing sidewalk facility where the sidewalk will be replaced, side-meet this criteria on all new construction projects unless impracticable by site re-
The details depicted here may not be appropriate for all locations. Designs shall
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 12-15-2011
S.W.K. J.O.B.2
3 S.W.K. J.O.B.
2-24-05 Class to Grade conc., wire reinf.
S.W.K. J.O.B.
8-1 5-05 Added Prestressed Ramp Panel alt.
2'-0"
2'-0"
5'-0"
C & G
2" 2"
Pav't C & G Ramp Sidewalk
6"
2'-0"
2'-0"
5'-0" 4
2' -0
2' -0 mi ni mum 6' -0
9'-0"
9'-0"
Landing
50:1 or flatter 12:1 or fla tter ƒ
6' -0 ma x.
12" 12"
24" of paving bricks
8" 4"
2 ‚"
.2
0.9"-1.4"
0.65" min of base dia.
50% to 65%
.6 to
.4
1.6" to 2.4"
" Expansion joints
•" Expansion joints
Combined Curb & Gutter Type ||| (AE)
Edge of pavement
•" Expansion joint unless shown otherwise on plans.
Maximum slope = 12:1
Compacted Subgrade (Type C)
Broomed-in mortar sand for joints
•" Expansion joints
•" Expansion joints
Combined Curb & Gutter Type ||| (AE) unless shown otherwise on plans.
flatter
Mortar shall be placed in the holes left from the forms.
20:1 or 12:1 or flatter adjacent to back of curb
Detectable warnings to back of curb.
Detectable warnings adjacent
•" Mortar Setting Bed
Paving Brick with truncated domes on mortar bed.
Concrete base and adjacent sidewalk shall be constructed monolithic.
Detectable warnings adjacent to back of curb
ÙBack of curb ÙBack of curb
„" maximum desirable gap D ir e c ti o n o f
P e d e s tr ia n tr a v e l
6" Concrete Base Concrete Grade 3.0 (AE) Welded wire reinforcement
6 x 6 - W4 x W4
Median ramp
Note: A Median Ramp Crossing shall be constructed at Crosswalk locations. the truncated dome areas.
Wider median islands will result in a 2' minimum gap between
Note: A Median Ramp Crossing shall be constructed at Crosswalk locations.
Median ramp crossing limits will be paid for as "Sidewalk Ramp."
These dimensions are nominal.
SECTION K-K
K
K
K K
GENERAL NOTES
TYPICAL PLAN
TYPICAL SECTION OF PAVER BRICK
SECTION A-A
SECTION B-B
WIDE MEDIAN RAMP CROSSING
NARROW MEDIAN RAMP CROSSING
RADIUS CURB DETAILSSTRAIGHT CURB DETAILS
PAVER BRICK WITH
TRUNCATED DOME SURFACE
TRUNCATED DOME DIMENSIONS
for SQUARE PATTERN
(Parallel Alignment)
PRESTRESSED RAMP PANEL
with
TRUNCATED DOME SURFACE
24"
Acceptable with no mixing of types within an installation.
COMPOSITE PANEL with TRUNCATED DOMES
Ba ck of cu rb Ü
Type | Ramp (Typical)
50:1 Landing
20:1 or flatter
A
B
A
B
D e te c ta b le w a r n in g
Transition to normal curb and gutter section.
See Standard Drawing No. RD725 for additional details.
Gutter shall be shaped to provide positive drainage.
P e d e s tr ia n tr a v e l
D ir e c ti o n o f
D ir e c ti o n o f
P e d e s tr ia n tr a v e l
RADIUS CURB DETAILS (COMPOSITE)
V a r
Median Crossing (Truncated Dome)
Paving Brick, Prestressed Panel or
Composite Panel (Paving Brick shown)
2' -0 mi n.Median Crossing (Truncated Dome)
Paving Brick, Prestressed Panel or
Composite Panel (Paving Brick shown)
RADIUS CURB DETAILS
D ir e c ti o n o f
P e d e s tr ia n tr a v e l
Cut Radius from 3'-0" Long Composite Panel.
Installation shown for paving brick is running bond, use of other patterns is allowed with Engineer approval. Rotation 90° of Running
Bond pattern is allowed to reduce space between bricks on radius installation, keep this space to a minimum. Place truncated domes on bricks in parallel alignment to pedestrian travel as shown.
Details shown on Standard Drawing RD725 & RD725A may not be appropriate for all locations. Design new project construction to criteria shown on these drawings un-less impracticable by site restrictions. For existing sidewalk replacement, follow these drawings to the maximum extent feasible.
Use Paving Brick, Prestressed or Composite Panel (Truncated Dome Surface) units
Cover the ramp width and 24" length with truncated dome surface, see examples Stan-dard Drawing RD725 & RD725A. Saw cut (only) bricks or panels with not less than 25% of a full brick or panel installed. Place Truncated Dome Bricks or Panels to align parallel in the direction of pedestrian travel.
Prestressed or Composite Panels are installed in fresh concrete, Paving Brick require mortar bed and mortar sand, see Standard Specifications for requirements.
The entire ramp or median crossing will be bid as "Sidewalk Ramp" and payment is measured by the square yard. Materials and labor to install sidewalk ramp are subsidiary to the bid item "Sidewalk Ramp."
5'-0" (Typical) 4'-0" (Min. sidewalk width)
Cut Prestressed Ramp Panels to fit.
Radius curb or greater than 5' width ramp will require more than one panel as approved by the Engineer. Limit number of panels installed at each site. Layouts shown are for example and may vary in the field.
S.W.K. J.O.B.
2-1 0-1 0 Added Composite Panel
STATE
KANSAS
YEARPROJECT N0.
SHEETS
TOTAL
SHEET NO.
rd a .d g n
F il e
D ra w n B y tr h o a d s
P lo tt e d -S
E P -2
:3
AUXILIARY DETAILS FOR
SIDEWALK & STEPS
RD725A
TRACED Bowser
APP'D. JAMES O. BREWER
adjacent surfaces.
Rights-of-Way Accessibility Guidelines. Use a contrasting color paving brick or panel to
5 6-19-14 Revised General Note that meet the requirements of the Standard Specifications and comply with the Public
9-4-14
K D
O T G r a p h ic s C e r ti fi e
KDOT Graphics Certified 09-16-2014
FOR TRAFFIC SIGNAL INSTALLATIONS
CONSTRUCTION AND MATERIAL REQUIREMENTS
Sh. No.
XXXXXX-XX XX-XXXX-XX XXXXXX
XXX
D ra w n B y
F il e m u s h o c k
P lo tt e d te a .d g n
-D
E C -2
:5
T ra ff ic
1 6/07/13
5/23/14
5/23/14 BDG
BDG
BDG
CPA
CPA
CPA
REVISIONS BY APP'DDATENO.
TRACED
TRACE CK.
APP'D
QUANTITIES
QUAN. CK.
DETAILED
DETAIL CK.
FHWA APPROVAL
DESIGNED
DESIGN CK.
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
KANSAS DEPARTMENT OF TRANSPORTATION
TE120A
12/31/2015
C.P.A.
B.D.G. B.D.G.
C.P.A.
Brian D. Gower, P.E.
Edits to 2.18 Vehicle Detector Loop Inst
Formating updates for consistancy
Aggreg. Bedding change from CAP-4 to SB3
SPECIFICATIONS
TRAFFIC SIGNAL
2. CONSTRUCTION
2.2. COORDINATION OF STANDARD SPECIFICATIONS, PLANS, SPECIAL
2.1. GENERAL.
PROVISIONS, AND PROJECT SPECIAL PROVISIONS.
2.3. CERTIFICATION OF CONTRACTOR PERSONNEL.
2.7. STAKING OF POLES, PEDESTALS, PULL BOXES, CONTROLLER, AND
2.5. LOCATION OF UNDERGROUND UTILITIES.
2.6. NOTIFICATION OF LOCAL POWER COMPANY.
LOOP LOCATIONS.
required by the Engineer.
miscellaneous parts and materials as shown in the Plans or as otherwise pull boxes, wiring, signal heads, detectors, control equipment and such other
Signal. The installation shall include all poles, foundations, conduit, material, and construction requirements for the lump sum bid item Traffic
These specifications are intended to describe the equipment, State of Kansas.
and markings shall conform to the latest edition of the MUTCD adopted by the
Maintaining Agency at the time of acceptance of the work. All signs, signals, complete and in operation to the satisfaction of the Engineer and the in the the Plans or specified herein. The traffic signal system shall be installation shall be furnished and installed as though such parts are shown the Specifications and which are necessary to complete the traffic signal specifications. All incidental parts which are not shown in the Plans or in to Section 814 of the Standard Specifications, as modified by these
The traffic signal installation shall be constructed according installation details, and the installation details shall govern over these specifications.
of a discrepancy within the Plans, the plan notes shall govern over the standard be in accordance with Section 105.6 of the Standard Specifications. In the case discrepancies between the Standard Specifications, Plans, Special Provisions, shall
Coordination of
Transportation Safety and Technology (BTST).
Association (IMSA), or an equivalent certification approved by the Bureau of certification which has been granted by the International Municipal Signal
Traffic Signal Field Technician or Level II Traffic Signal Construction Technician responsible charge of an employee of the Contractor who holds a Level II installation work shall be done by, or in the presence of and under the
All traffic signal
2.4. TRAFFIC SIGNAL MATERIALS LIST.
utilities.
which may be occasioned by failure to exactly locate and preserve all underground proposed construction. The Contractor will be fully responsible for all damages existing utilities located within the right-of-way which do not conflict with the beginning any construction excavation, and will be required to work around any
The Contractor shall have all underground utilities located and marked before utilities are not guaranteed. Additional existing utilities may also be encountered.
The plan location of underground traffic signals are accepted.
wire, service pole, meter landing, and power used during testing and until the the Plans. The fees may include, but are not limited to, costs for conduit, lead-in for the power hook-up, regardless of whether these costs have been listed in shall be responsible for payment of any fees assessed by the power company proper type and method of hook-up for the particular location. The Contractor notify the local power company prior to beginning work to determine the
The Contractor shall each item. This work shall be included in the lump sum bid item Traffic Signal.
Staked locations shall be approved by the Engineer prior to construction of junction boxes, controller and detector loops shall be staked by the Contractor.
The locations for signal poles, pedestals, service boxes,
2.8. TRAFFIC SIGNAL IMPROVEMENT POLICIES.
and improvements:
The following policies are to be observed during the proposed modifications equipment at a location which is presently controlled by operating traffic signals.
project may involve replacement and/or modification of existing traffic signal
The work included in this
2.8.1. EXISTING OPERATION.
for alterations as required for installation of the proposed improvements.
the signal modifications and improvements except for shutdowns to allow
Contractor shall provide continuous operation of the traffic signals during
Unless otherwise noted in the Plans, the
2.8.2. PERIODS OF DISRUPTION.
advance of such disruption of operations.
disruption of signal operations with the Engineer at least 48 hours in improvements; however, the Contractor shall coordinate any planned signal operation can be tolerated during installation of the proposed
Some periods of disruption of the existing
2.8.3. DISRUPTION TIMES.
during all other periods.
provided as directed by the Engineer. The signal controls shall be operable noted in the Plans. Traffic control during signal disruptions shall be limited to the hours between 9:00 a.m. and 4:00 p.m., unless otherwise
Planned disruption of signal operations shall be
2.8.4. EXISTING WIRING.
modifications and improvements.
labeled prior to de-energizing the existing controller to install the proposed cabinets shall be identified by the Contractor and each conductor properly
All existing wiring within existing controller
2.3.1. REQUIREMENTS.
2.9. SALVAGED EQUIPMENT.
2.9.1. REINSTALLED.
to complement the salvaged equipment in the new installation.
equipment including anchor bolts, nuts, washers, concrete, etc. required the Contractor shall furnish and install all necessary new materials and
When salvaged equipment is to be reinstalled,
2.9.2. NOT REINSTALLED.
after notification shall become the property of the Contractor.
any equipment that is not retrieved by the owner within 3 working day site. Unless otherwise agreed between the owner and the Contractor, responsibility of the Contractor until the owner removes it from the work within 24 hours of its removal. The stored equipment shall be the equipment. The Contractor shall notify the owner of the equipment reinstalled, it shall be stored on site for removal by the owner of the
When salvaged equipment is not to be
2.10. REMOVAL OF EXISTING FOUNDATIONS.
Standard Specifications.
of 24 inches below finished grade, and the area backfilled according to the traffic signal poles, pedestals and controllers shall be removed a minimum
Existing foundations for
2.11. CONDUIT INSTALLATION.
shall be of one type from outlet to outlet.
conduit of the size noted in the Plans, except as noted below. Conduit specifiy the type of conduit, the Contractor may install any approved conduit shall be of the type indicated in the Plans. If the Plans do not
Section 814.3 of the Standard Specifications and as noted below. The
Conduit shall be installed per
2.11.1.
boring method only.
existing pavement in District One shall be installed by using an approved installed using an approved jacking or boring method. Conduit under
Conduit under existing pavement, sidewalk, or driveways shall be
2.11.2.
Management Engineer.
bridges on the state highway system must be approved by the Bridge bridge and at each expansion joint on the bridge. Any attachments to attached to bridges shall have expansion fittings installed at the end of the
All electrical conduit installed above ground shall be metallic. Conduit
2.11.3.
and ground wire as detailed in the Plans.
All metallic conduits shall be…
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