KS FLAP 50(1) KIN 100 Plans_Sealed_Signed.pdf

PDF 8 MB Posted Nov 16, 2022

Attached to: KS FLAP KIN 50(1) Cheney Reservoir Access Road
Solicitation number: 6982AF22B000035
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract opportunity to rehabilitate RS 607 (NE 50 St) from RS 1428 (NE 150 Ave) east for 2.0 miles to the Kingsman County Line (N 407th St W) in Kingman County, Kansas.

The scope of work includes widening the roadway to provide 26 feet from edge of pavement to edge of pavement plus four-foot gravel shoulders on each side for the length of the project. It also includes a 2.5-inch asphalt concrete overlay of the existing pavement. The project aims to improve the existing roadway condition and safety and provide improved public access to Cheney State Park and Cheney Reservoir, which is owned by the United States Bureau of Reclamation. The solicitation is being conducted by the Department of Transportation Federal Highway Administration.

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Other files

File	Type	Posted
Tabulation of Bids KS FLAP KIN 50(1).pdf	PDF	Feb 1, 2023
Bid Opening Summary KS FLAP KIN 50(1).pdf	PDF	Jan 10, 2023
QnA 1.6.23.pdf	PDF	Jan 6, 2023
A002.pdf	PDF	Dec 28, 2022
QnA 12.22.22 Cheney.pdf	PDF	Dec 22, 2022
A001 Cheney.pdf	PDF	Dec 19, 2022
QnA 12.15.22.pdf	PDF	Dec 15, 2022
6982AF22B000035.pdf	PDF	Nov 16, 2022
FP-14.pdf	PDF	Nov 16, 2022
KS FLAP KIN 50(1) 100 Final Pavement Report rev.pdf	PDF	Nov 16, 2022
KS FLAP KIN 50(1) 100 Drainage Design Report rev.pdf	PDF	Nov 16, 2022

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D E P

A R T

OF TRANSPO

R T

A T I O

U N

D STATES OF

AME

R I C

PLANS FOR PROPOSED

PROJECT MANAGER

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FOR

PLANS PREPARED BY

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

KS FLAP KIN 50(1)

NEBRASKA

OKLAHOMA

C O

L O

R A

D O

M I S

S O

U R I

Kansas City

Topeka

KANSAS

Witchita

Garden City

KEY MAP OF KANSAS

C h e n e y R e s e rv o ir

KS FLAP KIN 50(1)

PROJECT LOCATION

Denver, CO 80202-4824

Suite 3400

1670 Broadway

HDR Engineering, Inc.

CHENEY RESERVOIR ACCESS

APPROVED:

DATE:

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

Cheney Reservoir Access

KS FLAP KIN 50(1)

End Project

121+00

Cheney Reservoir Access

KS FLAP KIN 50(1)

Begin Project

11+55

NO SCALE

22 Miles

To Kingman

30 Miles

To Wichita

N H

W Y

NE 50th St

C o u n ty L in e

S e d g e w ic k

K in g m a n

N s t S

T W

HWY 54

E th A v e

KINGMAN COUNTY

CONSULTING COUNTY ENGINEER

Mascarenas e(max) ----------------

V ----------------------

T ----------------------

D ----------------------

DHV -------------------

ADT (2043) -----------

ADT (2021) -----------

DESIGN DESIGNATIONS:

match existing

50 MPH

10%

0.55 signing, pavement markings, and drainage improvements.

Road reconstruction, full depth reclamation, asphalt paving

TYPE OF CONSTRUCTION:

PROJECT LENGTH 2.07 MILES

KINGMAN COUNTY

CHENEY STATE PARK AND CHENEY RESERVOIR

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

T L K I N .d g n

NUMBER

SHEET

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

KAN SAS

28713 nathan.mascarenas Text Box

PER APPROVAL LETTER SIGNED 8/15/22

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

et ux et al

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DHV

decr.D culv.

CTSM

ctrs.

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

beg.

b.f.B asph.

appr.

alt.

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

VPI

vph vert.

typ.

transv.

TCE

TBM

tan.

sym.

struc.

str.

stiff.

std.

sta.

st.

spec.

spa.

shldr.

sec.

SADT

rte.

Rt. or RT

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

quant., QtyQ pvmt.

psi proj.

POT

POS

POC

pl.

perf.

PCC

PCP

o.f.

o.c.O

no. or # neg.

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

Lt. or LT

LPSM

long.

lat.

lam.

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

Y M K I N .d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

KAN SAS

28713

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

Y M K I N .d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

2000'1000'0

Scale in Feet

Cheney Reservoir

M il e s T o C h e n e y

30 Miles to Wichita

22 Miles to Kingman

Potential Staging Area

SITE MAP

Potential Staging Area

Cheney Reservoir Access

KS FLAP KIN 50(1)

Begin Project

11+55.00

Cheney Reservoir Access

KS FLAP KIN 50(1)

End Project

121+00.00

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S

T E K I N .d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

GEODETIC AZIMUTH = GRID AZIMUTH + MAPPING ANGLE

TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA:

BY A MEAN COMBINED FACTOR OF THE TWO POINTS

INVERSE THE STATE PLANE COORDINATES AND DIVIDE THE COMPUTED DISTANCE

NOTE: TO PRECISELY CHECK DISTANCES BETWEEN POINTS AS MEASURED ON THE GROUND:

SURVEY CONTROL

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d C

T L K I N .d

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

TYPICAL SECTIONS

Sheet 1 of 2

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

NOTE:

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

1.Average Existing Width

NO SCALE

Station to Station

TOTAL (mi)

(ft)

Roadway

TOTALS (ft)

LENGTH OF PROJECT

11+55 to 121+00 10,945

10,945

2.07 varies from 5" to 9".

Existing asphalt pavement depth

42+76 to 121+00

11+55 to 37+41

EXISTING TYPICAL SECTION

RS 607

26'

Traveled Way

3.with cement

8" Full depth reclamation

Fog seal

Traveled Way

12'12' limit stake

Slope

12' Clear Zone placed in two lifts concrete pavement

4" Asphalt

1:4

30°

Asphalt concrete pavement

0.5' shldr

1:4 shldr

1' limit stake

Slope

8" FDR

Clearing Limits

Topsoil Limits

Seeding and

Topsoil Limits

Seeding and

42+76 to 121+00

12+68 to 37+41

TYPICAL SECTION

RS 607

(between lifts)

Tack coat

(on top of FDR)

Prime coat sides of roadway)

(Detail applies to both right and left

Aggregate, Method 2)

Shoulder up with aggregate base (Roadway

Construct 30° pavement edge (safety edge)

Traveled WayTraveled Way

12'12'

Limits of Construction

(between mill and overlay)

Tack coat

Fog seal

See Detail A

DETAIL B

Construct 30° pavement edge (safety edge) for structural section details

See Mainline Typical Section

Overlay

2" Mill and

11+55 to 12+68

TYPICAL SECTION

RS 607

See Detail B

0.5' (Detail applies to both right and left sides of roadway.)

as necessary for drainage and appearance.

concrete pavement. Shape and compact

(pay item 30202-2000) after placement of asphalt

Shoulder up with Roadway Aggregate, Method 2

DETAIL A

match existing match existing match existing match existing special detail 401-A.

Transition to match exisiting pavement at project limits according to grading. Paid as placing conserved topsoil.

windrowed topsoil material onto the final roadway fill slopes during final paid separately. After completion of final asphalt surfacing, grade the of existing roadway edge. Incidental to placing conserved topsoil, not

During clearing and grubbing, windrow existing topsoil material outside drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Construct a 1:4 or flatter foreslope.

information on existing pavement conditions.

existing pavement, if greater. See the Pavement Report for more

Reclaim to the depth specified in the typical section or to the bottom of

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

TYPICAL SECTIONS

NO SCALE

Sheet 2 of 2

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

Average Existing Width varies from 5" to 9".

Existing asphalt pavement depth

37+41 to 42+76

EXISTING TYPICAL SECTION

RS 607

Traveled Way

3.with cement

8" Full depth reclamation

Fog seal

Traveled Way

12'12' pavement)

(top of

Profile grade placed in two lifts concrete pavement

4" Asphalt

0-12'

Auxiliary Lane

39+92 to 40+82

DETAIL B

Shore Entrance Road at Cheney Reservoir West

Match existing pavement

1:4

DETAIL A

30°

Asphalt concrete pavement

0.5'

8" FDR

38'

Dimensions shown are approximate and may be varied by the CO.

Existing superelevated and widened sections are not shown.

Seeding and

12' Clear Zone

1:4

See Detail A limit stake

Slope

37+41 to 42+76

TYPICAL SECTION

RS 607

(between lifts)

Tack coat

(on top of FDR)

Prime coat sides of roadway)

(Detail applies to both right and left

Aggregate, Method 2)

Shoulder up with aggregate base (Roadway

Construct 30° pavement edge (safety edge) match existingmatch existing limit stake

Slope

See Detail B grading. Paid as placing conserved topsoil.

During clearing and grubbing, windrow existing topsoil material outside drainage and stability.

embankment slope ratios may be adjusted by the CO to assure adequate

The gradient and width of roadway ditches and the excavation and

Construct a 1:4 or flatter foreslope.

information on existing pavement conditions.

existing pavement, if greater. See the Pavement Report for more

Reclaim to the depth specified in the typical section, or to the bottom of

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

x = 15' Minimum for type 2 approach x = 0' for type 1 approach

Standard Drawing 602-9).

roadway, use safety end sections (see placed within the clear zone of the mainline mainline recovery area. When a culvert must be radius to provide a flatter foreslope and increased

Place culverts at the end of the approach road

Variable

3' minimum

16'x

20' desired

15' min.

1.3'

1.3' d widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT = 200

100 = ADT < 199

25 = ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

* Match existing

(ft)

WIDTH

MIN.

(ft)

RADIUS

MIN.

N/A

S E

A8 s = 1:4 for type 2 approach s = 1:3 for type 1 and 3 approach d = 3' for type 2 approach d = 2' for type 1 and 3 approach varies (see A9) varies (see A9) varies (see A9)

4" Roadway Aggregate, Method 2

Sheet 1 of 2

APPROACH ROADS

TTYPICAL SECTIONS

Variable

V a ria b le

A s

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

V a ria b le

(1:6 desi rable )1:4 o r flat ter

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A B

SECTION A-A

b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge

Aggregate b y t h e C o n tr a c ti n g O ff ic e r

R ig h t-o f-w a y o r a s s ta k d

Approach Road

Flatten slope road connection on plan and profile sheet

Example of symbol showing standard approach shown may be varied ±20°.

Under special conditions, the approach road angle 8.

Subgrade edge

Aggregate base edge

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing Typical maximum grade ±10%VPI

VPC

90°

Typical culvert location

Aggregate base edge

Total length

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±2%. In snowy regions restrict this to a

Construct approach roads with landing areas having approach road centerline.

existing radii or widths. R is on the left side of the

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete with mainline roadway construction.

Construct cut and fill slopes for approach roads to match locations to be field verified.

Stations shown are approximate locations. Actual edge subgrade

Normal

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

S E

STATION

CLASS

TYPE1.

(ft)

LENGTH

TOTAL

(ft)

W 1 2 REMARKS

(ft)

LENGTH

PAVED

(ft)

APPROACH ROAD SUMMARY

NOTE:

Actual locations to be field verified.

Stations shown are approximate locations.

Sheet 2 of 2

APPROACH ROADS

TYPICAL SECTIONS

67+74 Rt.

67+03 Lt.

64+83 Rt.

62+31 Rt.

59+32 Rt.

57+48 Rt.

55+24 Rt.

53+99 Rt.

51+69 Rt.

50+35 Rt.

49+15 Lt.

46+48 Rt.

40+38 Lt.

40+09 Rt.

37+10 Rt.

35+26 Rt.

31+57 Rt.

25+52 Rt.

21+45 Lt.

13+11 Lt.

12+15 Lt.

12+12 Rt.

46.62

18.04

26.65

14.51

28.37

19.10

19.54

12.30

37.00

12.00

32.94

90.38

348.91

12.00

17.24

34.55

43.33

16.51

22.13

44.58

93.27

N/A

32.5

N/A

NE 160th Ave Tie-in (paved)

Cheney State Park Employee Access Rd. (paved)

NE Trailridge Road Tie-in (paved)

Paved Apron

Gravel Field Access

NE Sunset Lane Tie-in (paved)

Gravel Field Access

Paved Apron

NE Tumbleweed Lane Tie-in (paved)

Cheney Reservoir West Shore Entrance Road (paved)

Bait Shop Paved Apron

Gravel Field Access

Paved Apron

Commercial Property

Gravel Field Access

NE 150th Avenue North Tie-in (unpaved)

NE 150th Avenue South Tie-in (paved)

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

Y P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

Sheet and Description

B3 B3 B3 B3 B4 B5 B5 0

Survey

Summary

Clearing and

Grubbing

Summary

Drainage

Summary

Seeding

Summary

Surfacing

Summary

Permanent

Signing

Summary

Permanent

Pavement

Markings

Summary

Allowances Bid Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 2.070 2.070

A0030 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0040 15401-0000 CONTRACTOR TESTING LPSM ALL

A0050 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0060 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0070 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0080 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0090 20101-0000 CLEARING AND GRUBBING ACRE 4.18 0.32 4.50

A0100 20301-2000 REMOVAL OF PIPE END SECTION EACH 1 1

A0110 20301-2400 REMOVAL OF SIGN EACH 16 16

A0120 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 783 67 850

A0130 30301-3000 SHOULDER AND DITCH RECONDITIONING MILE 2.07 2.07

A0140 30501-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH MILE 2.05 0.15 2.20

A0150 30510-0000 CEMENTITIOUS MATERIAL TON 400 50 450

A0160 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 7,408 392 7,800

A0170 40601-0000 FOG SEAL TON 13.8 1.2 15.0

A0180 40605-0000 BLOTTER TON 46 50

A0190 41101-1000 PRIME COAT, METHOD 1 TON 45.2 2.8 48.0

A0200 41201-0000 TACK COAT TON 14.3 0.7 15.0

A0210 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 390 10 400

A0220 60201-0800 24-INCH PIPE CULVERT LNFT 3 3

A0230 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 1 1

A0240 60704-0000 CLEANING CULVERT IN PLACE EACH 18 18

A0250 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0260 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 20

A0270 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 20

A0280 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 20

A0290 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0300 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY HOUR 20

A0310 62301-0000 GENERAL LABOR HOUR 200

A0320 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGIST) HOUR 20

A0330 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0340 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 11,576 1,424 13,000

A0350 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.39 0.11 2.50

MileStone: 100% Submittal

Date Completed: 06/20/22

Report Date: 06/20/22

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -A u g -2

:0 P

Remarks and/or

Determination of

Estimated Quantity

Pay Item Description Unit

Estimated

Quantities c p w w o rk in g \c e n tr a l0

S O

Q K S F

L A P K

E E B A C S .x ls m

]S h e e t

STATE PROJECT

KS FLAP KIN 50(1)

Cheney Reservoir Access

SHEET

NUMBER

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

Sheet and Description

B3 B3 B3 B3 B4 B5 B5 0

Survey

Summary

Clearing and

Grubbing

Summary

Drainage

Summary

Seeding

Summary

Surfacing

Summary

Permanent

Signing

Summary

Permanent

Pavement

Markings

Summary

Allowances Bid Schedule

A0360 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 2.39 0.11 2.50

A0370 63301-0000 SIGN SYSTEM EACH 16 16

A0380 63309-0100 DELINEATOR, TYPE 1 EACH 68 68

A0390 63316-1000 REMOVE AND RESET SIGN EACH 3 3

A0400 63402-0700 PAVEMENT MARKINGS, TYPE D, SOLID MILE 7.9 0.6 8.5

A0410 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A u g -2

:0 P

MileStone: 100% Submittal

Date Completed: 06/20/22

Report Date: 06/20/22 c p w w o rk in g \c e n tr a l0

S O

Q K S F

L A P K

E E B A C S .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Quantities Remarks and/or

Determination of

Estimated Quantity

STATE PROJECT

KS FLAP KIN 50(1)

Cheney Reservoir Access

SHEET

NUMBER

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

SEEDING SUMMARIES

GRUBBING, DRAINAGE, AND

SURVEY, CLEARING AND

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

A B K I N

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

SURFACING SUMMARY

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

A B K I N

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

MARKINGS SUMMARIES

PERMANENT PAVEMENT

PERMANENT SIGNING AND

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d T

A B K I N

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

UTILITY

PEDESTAL

1470 1470 1470 1470

UTILITY

PEDESTAL

WATER

STOP

24026

1474.93

SW-01

UTILITY

PEDESTAL

UTILITY

PEDESTAL

STOP1

UTILITY

PEDESTAL

UTILITY

PEDESTAL

24026

1474.93

SW-01

14752

200'100'0

Scale in Feet

RS 607

200'100'0

Scale in Feet

N E th A v e n u e

Existing EOP

SPEED

LIMIT

A A

Proposed Edge of Traveled Way

Existing EOP

RS 607

Replace W2-1

Remove and

18+81

(Protect in Place)

Existing Underground Fiber Optic

(Protect in Place)

Existing Overhead Power

(Protect in Place)

Existing Underground Water

Limits of Construction

Proposed EOP

STOP

E: 1501998.57

N: 1696171.35

Cheney Reservoir Access

KS FLAP KIN 50(1)

Begin Project

11+55

(Protect in Place)

Water Marker

11+63

D3-1 (Protect in Place)

12+30

Begin 4" solid double yellow stripe CL

Begin 4" solid white edge stripe LT/RT

12+65

Proposed EOP

Limits of Construction

Cheney State Park Sign (Protect in Place)

12+45

Remove and Replace R1-1

12+52

(Protect in Place)

Store Sign

12+52

Remove and Replace R2-1

14+27

(Protect in Place)

R1-1

11+91

(Protect in Place)

Utility Pedestal

11+53 Proposed Edge of Traveled Way

Existing Culvert (Protect in Place)

(Protect in Place)

Existing 12" CMP

Existing 18" CMP (Protect in Place)

10+00 TO 32+00

RS 607

PLAN SHEET

Mount Vernon Sign

Remove and Reset

14+32

Place)

(Protect in

Mailbox

(see special 401-A)

End Pavement Transition

14+18

End Mill and Overlay

(see special 401-A)

Transiton

Begin Pavement

12+68

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

14401440

1440.30

24027

1451.67

SW-02

STOP

51465

UTILITY

PEDESTALUTILITY

PEDESTAL

14401440

1440.30

1450 1450 1450

14501450

1450 1450

STOP

24027

1451.67

SW-02

STOP

UTILITY

PEDESTAL

UTILITY

PEDESTAL

200'100'0

Scale in Feet

200'100'0

Scale in Feet

RS 607

Cheney State Park Sign

Remove and Reset

48+21

SPEED

LIMIT

(Protect in Place)

Existing Overhead Power

N E T u m b le w e e d L n

N E S u n s e t

L n

(Protect in Place)

Existing Utility Pedestal

Proposed EOP

Proposed Edge of Traveled Way

Existing EOP

RS 607

Replace R2-1

Remove and

37+83

SPEED

LIMIT

(Protect in Place)

Existing Overhead Power

(Protect in Place)

Existing Box Culvert

Limits of Construction

N E T u m b le w e e d L n

(Do Not Disturb)

Mailbox

(Do Not Disturb)

Existing Curb

S h o r e E n tr a n c e R o a d

C h e n e y R e s e r v o ir W e s t

Begin Taper

37+49 LT

End Taper

44+51 LT

edge stripe

Begin 4" solid white

44+51 LT

edge stripe

Begin 4" solid white

41+07 LT

edge stripe

End 4" solid white

39+71 LT

edge stripe

End 4" solid white

42+30 LT

Construction

Limits of

End 4" solid white edge stripe

45+96 RT

yellow stripe

End 4" solid double

39+72 CL

yellow stripe

Begin 4" solid double

41+08 CL

Turn arrow (typ.)

yellow stripe

End 4" solid double

41+08 CL

A white edge stripe

Begin 4" solid

52+17 RT

yellow stripe

Begin 4" solid double

52+16 RT

white edge stripe

Begin 4" solid

46+93 RT

yellow stripe

End 4" solid double

51+19 RT

(Protect in Place)

Existing 30" CMP

(Protect in Place)

Existing 12" Metal Pipe

(Protect in Place)

Existing 36" CMP

(Protect in Place)

Existing 18" CMP

(Protect in Place)

Existing 24" CMP

(Protect in Place)

Existing 24" CMP

(Protect in Place)

Existing 18" CMP

(Protect in Place)

Existing 18" CMP yellow stripe

Begin 4" solid double

46+92 RT

W1-2R

Remove and Replace

48+62

Remove and Replace R2-1

54+89

(Protect in Place)

Existing 14' Steel Pipe

(Do Not Disturb)

Existing Box Culvert

32+00 TO 60+00

RS 607

PLAN SHEET

white edge stripe

End 4" solid

51+20 RT

(Protect in Place)

Mailbox

(Protect in Place)

Mailbox

(Protect in Place)

Mailbox

(Protect in Place)

Mailbox of Traveled Way

Proposed Edge

3 M

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

ATE

-0

COTT

ONW

OOD

STOP

UTI

DES

TAL

COTT

ONW

OOD

COTT

ONW

OOD

STOP

UTI

DES

TAL

UTI

DES

TAL

UTI

DES

TAL

RS 607

Proposed EOP

RS 607

SPEED

LIMIT

SPEED

LIMIT

Replace R2-1

Remove and

63+94

Proposed Edge of Traveled Way

Existing Fence (Protect in Place)

(Protect in Place)

Water

Existing Underground

N E T r a il r id g e R d

N E th A v e

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Limits of Construction

(Protect in Place)

Existing Fence

RS 607Replace W1-2R

Remove and

79+23

Existing EOP

(Protect in Place)

Existing Fence

Proposed EOP

Proposed Edge of Traveled Way

Construction

Limits of white edge stripe

End 4" solid

66+80 RT

End 4" solid white edge stripe

66+76 LT

Begin 4" solid white edge stripe

67+30 LT

white edge stripe

Begin 4" solid

65+20 yellow stripe

Begin 4" solid double

65+19

Begin solid white edge stripe

68+50 RT

Begin solid double yellow stripe

68+49 RT

End 4" solid double yellow stripe

66+77 LT

Remove and Replace R2-1

69+35

(Protect in Place)

Existing Fence edge stripe

End 4" solid white

64+45 RT

Fiber Roll (Typ.)

W1-2L

Remove and Replace

62+49

(Protect in Place)

Existing 18" Steel Pipe yellow stripe

End 4" solid double

64+44 RT

Remove and Replace W1-2L

65+88

Existing 18" CMP (Protect in Place)

Existing Overhead Power (Protect in Place)

(Protect in Place)

Existing 24" CMP

60+00 TO 88+00

RS 607

PLAN SHEET

(Protect in Place)

Mailbox

2 2

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

M c p w w o r k in g c e n tr a l0 d P

N P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

1405 1405

140514051405

1405 1405 1405

14101410

24029

1412.05

SW-04

1420 9

RS 607

200'100'0

Scale in Feet

Proposed EOP

Proposed Edge of Traveled Way

Existing EOP

200'100'0

Scale in Feet

Replace W1-2L

Remove and

91+62

(Protect in Place)

Existing Fence

(Protect in Place)

Existing Fence

Replace R2-1

Remove and

114+28

SPEED

LIMIT

Proposed EOP

Proposed Edge of Traveled Way Replace W1-2R

Remove and

107+15

(Protect in Place)

Existing Fence

Limits of Construction

Existing EOP

Existing 24" CMP

Limits of Construction

88+00 TO 116+00

RS 607

PLAN SHEET

3' Culvert Extension

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

WATER

24030

1386.63

SW-05

13951

Proposed EOP

RS 607

200'100'0

Scale in Feet

Existing EOP

Welcome to Kingman County Sign

Remove and Reset

120+75

Replace W3-5a

Remove and

119+39

AHEAD

SPEED ZONE

45 MPH

E: 1512462.86

N: 1696284.42

Cheney Reservoir Access

KS FLAP KIN 50(1)

End Project

121+00.00

(Protect in Place)

Existing Overhead Power

(Protect in Place)

Existing Water Faucet

(Protect in Place)

Existing Underground Water

Limits of Construction

End 4" solid double yellow stripe CL

End 4" solid white stripe LT/RT

121+00

116+00 TO 121+00

RS 607

PLAN SHEET

End Pavement Transition (see special 401-A)

121+00

(see special 401-A)

Transition

Begin Pavement

119+50

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d P

N P K I N

.d g n

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

TRANSITIONS

PAVEMENT

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

401-A

Transition Length = 150'

(MPH) *

POSTED SPEED

Refer to typical sections for roadway section dimensions.

4 inches x 37.5 ft./in. = 150 feet.

Then the minimum transition length = Effective overlay thickness = 4 inches The posted speed is 45 MPH Calculation:

K value from the Table for the posted speed of the roadway.

(difference between the existing and overlaid elevations) by the obtained by multiplying the effective overlay thickness in inches Provide a transition length in feet that is not less than the value

NOTE :

Existing asphalt pavement

Existing base course

8" FDR

4" ACP

Existing subgrade

12+68 to 14+18

PAVEMENT TRANSITION

(11+55 to 12+26) 2" Mill and Overlay

119+50 to 121+00

PAVEMENT TRANSITION

pavement)

(Full Depth of existing asphalt

Saw cut

Existing asphalt pavement

Existing base course

8" FDR

4" ACP

Existing subgrade pavement)

(Full Depth of existing asphalt

Saw cut

Backfill with salvaged FDR material Variable depth excavation 12" to 8"

M c p w w o r k in g c e n tr a l0 d s t4 d e ta il .d g n

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

METAL ROUND PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

STEEL ALUMINUM

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVERSPAN x RISE

PIPE ARCH

SIZE

PIPE ARCH

SIZE

SPAN x RISE

EQUI-

VALENT

DIAMETER

MINIMUM

CORNER

RADIUS

MINIMUM

COVER

MINIMUM

COVERDIAMETER

PIPE

SIZE

PIPE

SIZE

DIAMETER

MINIMUM

COVER

ALUMINUMSTEEL

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

special analysis by the CO.

The fill heights in the table are for helical lockseam and welded seam pipe only.

Fill heights for culvert pipe with annular corrugations are more restrictive than those of helical lockseam and welded seam pipe.

Obtain approval before furnishing annular corrugation pipe.

Measure minimum cover from the top of the pipe culvert to the subgrade for flexible pavements, and to the top of the pavement for rigid pavements. Measure maximum fill height from the top of the pipe to the top of the pavement for both flexible and rigid pavement.

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S td

.d g n

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

METAL PIPE CULVERT

Fill heights exceeding 100 feet require

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)INCHES

INCHES

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

INCHES

" CORRUGATIONS2

1" x 3

22 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

5" x 1" CORRUGATIONS

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.109/120.138/10 0.168/8

INCHES INCHES INCHES

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

INCHES

3.5

" CORRUGATIONS2

1" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS

0.135/100.105/120.075/14

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

0.060/160.135/100.105/120.075/140.060/16

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-1

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO METAL PIPE

OR OUTLET END OF CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

Slope

Toe plateToe plate riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

diameter

Span or

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Pipe coupling band shop bolted to

End section

Pipe culvert

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H reinforcement bolted or riveted under the center panel seam.

Supplement the reinforced edges of end sections for

Variations in design and dimensions are permitted to allow for manufacturer's standards.

Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

Fabricate multiple piece bodies with lap seams tightly joined attached with bolts or rivets.

Fabricate connector section, corner plate and toe plate extensions from the same metal thickness as the panel body.

Use toe plate extension where shown on the plans.

Warp embankment slopes to match the slope of the flared end sections.

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d S td

.d g n

STANDARD

U.S. CUSTOMARY STANDARD

NUMBER

SHEET

FEDERAL LANDS HIGHWAY OFFICE

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

METAL END SECTIONS

60" and larger diameter pipe and 66" and larger

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.079

0.064

0.105

0.075

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.079

0.064

0.105

0.075

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole at 6" centers (max.) or equivalent

" angle4 1" × 2

1" × 22 1equivalent pipe arch provide 2

" bolts8 3flared end section with

" rivets or bolts. Fabricate end section center panels 8 3by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4 1" × 2

1" × 22 1equivalent pipe arch with 2

NOTE:

edge

Reinforced

Pay Limit

Pipe Culvert

STANDARD APPROVED FOR USE 12/1993

10/2007 DRAFT:

6/2005 4/1994 REVISED:

602-4

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

W 4

W 4 W 4

W 6

W m in

6' (min.)

m in

STOP

W of curb

Front face

SPEED

LIMIT

** See Note 3

* See Note 2 pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in

M PH

pavement

Edge of

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

SIZE

POST

4" x 6"

6" x 6"

3 lb/ft

2" 12 ga.

Class B

10 ga.

2" x 2"

10*

24** m a x

H o r m a x

H o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood

U-Channel Steel

Steel

Square Tubular

Resistant Steel

Corrosion m a x

(typ.)

2" (max.)

(typ.)

2" (max.)

(typ.)

2" (max.)

633-A

Sheet 1 of 4

SIGN STRUCTURES

NOTES:

additional information.

Refer to Section 2A.21 of the MUTCD, latest edition, for wood, U-channel steel and square tubular steel posts.

Refer to Special 633-A Sheet 4 of 4 for bracing details for details for wood, U-channel steel and square tubular steel posts.

Refer to Special 633-A Sheet 3 of 4 for breakaway support support details for corrosion resistant steel posts.

Refer to Special 633-A Sheet 2 of 4 for breakaway according to manufacturer's recommendations.

panel area is equal to 24 square feet, use slip base

For square tabular steel double posts for which the sign feet or less but W is over 4 feet, use double posts.

steel posts for which the sign panel area is 10 square

For U-channel, square tubular, and corrosion resistant

(MUTCD), latest edition.

Uniform Traffic Control Devices for Streets and Highways"

Locate and set sign height according to the "Manual on

M c p w w o r k in g c e n tr a l0 d s p A .d g n

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

2" X 2" dia.

Bolt Torque ft-lbs

NOTES:

(G) (H) (J) (K) (L) (M) (N)

POST SIZE

t plates, 20 ga.

Bond breaking plates, 20 ga.

Bond breaking

POST SIZE

CONCRETE FOOTING

DIA. MINIMUM DEPTH

2" X 2" 12" 3'

1t(A) (B) (C) (D) (E) (F)

BOLT SPECIFICATIONS

d 3t 1 c

" weep hole4 1Drill

See Notes 4 and 5

SINGLE POST BREAKAWAY

4" 5"

FUSE PLATE DATA TABLE

4" "4 12 "8

11 2" "8 7 "16

9 "8 5 "16

7 "4 1 "4

1 "8

FOOTING DATA TABLE

BOND BREAKING PLATE DATA

w(R)

LEGEND:

in r o c k m a x

BASE CONNECTION DATA TABLE

Breakaway plate (typ.)

See Notes 4 and 5 w

Weld triangle

High Strength HS

"2 16 "4

31 "4 3 "8

11 "8 5 "16

3 "16 3"16

Dia. Length in-lbs Torque

"8 52" X 2" "2

12 450

See Base Connection Data Table washers and nuts (typ.)

HS structural bolts with

633-A

NO SCALE

CORROSION RESISTANT STEEL

BREAKAWAY SIGN SUPPORT

Sheet 2 of 4

sign mounting details.

Refer to Special 633-A Sheet 1 of 4 for installations only.

Use fuse plates on multiple post lanes of traffic.

single posts where exposed to opposing

Use the Multiple Post Breakaway detail on the corrosion resistant steel posts.

Paint brown to match the appearance of structural bolts with nuts and washers.

bond breaking plates, and fastening

Use galvanized steel in breakaway plates, naturally change color to brown.

corrosion resistant steel posts that do not square steel posts. Paint brown any

Use 10 gage Class B corrosion resistant of major traffic.

Install breakaway assembly in the direction signs placed behind protective barriers.

Breakaway sign support is not required for

S ig n p a n e l

Sign post

L M

L t2

Sign post

1t t1 w

2t w

1t 1t

SIDE ELEVATION

BOND BREAKING PLATE

SECTION A-A

BREAKAWAY PLATE

A A

Concrete footing

CONCRETE FOOTING

SINGLE POST BREAKAWAYMULTIPLE POST BREAKAWAY

for wrench access

Bevel to allow Sign post

FRONT ELEVATION

SIDE ELEVATION

Finished grade

See Note 6

1c , no cut bolt hole d

Diameter of

R (typ.)

S e e F o o ti n g D a ta T a b le

M in im u m f o o ti n g d e p th web cut through

One flange and at C of plate

C Post cut through

Sign post notches down

Fuse plate, FUSE PLATE

Fuse plate for wrench access

Bevel to allow

Concrete footing

Traffic flow

Traffic flow and nuts (typ.)

with washers

Structural bolts

M c p w w o r k in g c e n tr a l0 d s p A .d g n

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

Sign panel

4''Existing ground

Existing ground m in m in m a x

S e e N o te

NOTES:NOTES:

Traffic flow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

4'' x 4''

4'' x 6''

6'' x 6''

Not Required

1.5''

2''

BREAKAWAY SIGN SUPPORT

t o s p li c e o v e r la p

Existing ground

(MIN.)

(D) m in

WOOD POST DATA TABLE

See Table

Holes (See Table) m a x th is fa ce o f p os t)

(M ou nt si gn p an el on th is fa ce o f p os t)

(M ou nt si gn p an el on

See Notes 5 and 6

Galvanized steel corner bolt

See Notes 5 and 6

Anchor (12 ga. min.)

U-channel sign post

Square tubular sign post

Wood sign post

Stub bolts, nuts and washers

" dia. galvanized 16 5Four

10.

m a x

NO SCALE

633-A

Sheet 3 of 4

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

T5 latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, sign bracing details.

Refer to Special 633-A Sheet 4 of 4 for sign mounting details.

Refer to Special 633-A Sheet 1 of 4 for latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb specified.

recommendations to accept the post size the anchor according to manufacturer's to manufacturer's recommendations. Size the anchor with a corner bolt according

Attach the square tubular steel post to per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6-inch by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for

M c p w w o r k in g c e n tr a l0 d s p A .d g n

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

WITH BATTEN WITHOUT BATTEN

1 (typ.)

1'' x 3'' Wood batten

Sign panel

NOTES:NOTES:

Sign panel sign bracing

" Galvanized steel 8

WOOD POST

Sign panel

Sign post

Sign bracing

" to 2"2 t o

SQUARE TUBULAR STEEL POST

U-CHANNEL STEEL POST

TOLERANCES

BRACING INSTALLATION

Square tubular sign post

Wood sign post (typ.)

U-channel sign post

" x 0.012" (±) Shim plate2 1" x 32

Sign bracing (Stringer) hex nut, and washer

" dia. galvanized round head bolt, 16 head bolt, nut, and washers (typ.)

" dia. x 1" long galvanized hex 4 head bolt, nut, and washers (typ.)

" long galvanized hex 2 1" dia. x 38 nut and washer

" dia. galvanized bolt, 16 with nylon insert lock nut

" dia. galvanized steel bolt 16 in sign panel (typ.)

" dia. hole 16 5Field drill

Sheet 4 of 4

633-A

NO SCALE

SIGN BRACING

latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, sign mounting details.

Refer to Special 633-A Sheet 1 of 4 for and the steel washer.

the sign panel's retroreflective sheeting

Use neoprene or nylon washers between spacings not to exceed 30 inches.

Use wood battens bolted to post at vertical latest edition of the MUTCD.

Signs and Markings' as specified in the standards in the 'Standard Highway

For sign punching details, see the blank when specified or as directed by the CO.

braces on signs with widths of 36 inches of 48 inches or greater. Install sign

Install sign braces on signs with widths

M c p w w o r k in g c e n tr a l0 d s p A .d g n

SPECIAL

U.S. CUSTOMARY SPECIAL

NUMBER

SHEET

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

(feet)(feet)(feet)(feet)(feet)

Space

1st

Space

2nd

C633-51

DELINEATORS

8' (max.)

2' (min.)

6' desired

5 feet.

Tangent

Spacing on

200' - 530'

1,000

3" min.

m in

Space

3rd

DETAIL APPROVED FOR USE 03/2011

Install double delineators on 100-foot spacing for acceleration

REVISED: 08/2014

S e e N o te s p a c e d a t c c d ia h o le s reflector by pulling into post cavity length required to prevent breaking

" inside dia. aluminum ferrule x8

A minimum of 12 holes spaced on 1" centers are required for

S E

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

NO SCALE

(Accel/Decel Lanes)

Double delineator

(Object marker)

Triple delineator

(Normal application)

Single delineator

(R)

OF CURVE

RADIUS

1st Space (2 S)

SPACING ON TANGENTS AT CURVE ENDS

(S)

ON CURVE

SPACING

2nd Space (3 S) 3rd Space (6 S)

E d g e o f

P a v e m e n t

ATTACHMENT DETAIL

(for rigid metal posts)

POST DETAILS

(TYPE 1 - acrylic plastic lens)

DELINEATOR (RIGID)

PLAN VIEW

NOTE:

(TYPE 2 - retroreflective sheeting)

DELINEATOR (FLEXIBLE)

Typical rigid post

Typical reflective lens

LOCATION OF DELINEATOR

V a r ie s

DELINEATOR SPACING

DELINEATOR SPACING ON CURVES

DELINEATOR SPACING NOTES

SHEETING DETAIL

RETROREFLECTIVE

(both sides of post) material.

strip of retroreflective may be a single or triple delineators

Single, double, Delineator

Use aluminum bolts recommendations manufacturer's according to

Embed delineator

Values are rounded to the nearest

S = 3 R- , where S = delineator spacing and R = horizontal curve radius

Values shown for S in the table are computed from the formula

Spacing for specific radii may be interpolated from the table.

See Subsection 718.05 for rigid post requirements.

as required.

Furnish anti-theft hardware for mounting retroreflectors all rigid posts. See Subsection 718.04.

delineator immediately behind the guardrail.

the edge of pavement and the delineator offset, locate the pavement. Where guardrail intrudes into the space between

Place delineators at a constant distance from the edge of the according to the manufacturer's recommendations.

CO. Provide delineators conforming to the MUTCD and install

Alternate delineator types may be used with approval of the recommendations.

Install reflective elements according to the manufacturer's and deceleration lanes or to mark changes in width.

to mark obstructions.

Use yellow reflective elements for triple delineators installed

Match the color of the reflective element with the edge line.

STATE PROJECT

M c p w w o r k in g c e n tr a l0 d C .d g n

NUMBER

SHEET

CHENEY RESERVOIR ACCESS

KS FLAP KIN 50(1)

HAEL FLICK

P R

F ESSI ONAL E N

G I N

E E R

CENSED

40'

30'10'

10'

40'

30'

C634-50

4 4

08/2006

White edge line center line

Broken yellow

White edge line yellow center line

Broken and solid

White edge line yellow center line

Solid double

White edge line

White edge line yellow center line

Solid double yellow center line

Solid double

PAVEMENT JOINT

AND TOP LIFT

CENTERLINE STRIPING

4" or as required by the state.

NO SCALE

L w

DETAIL C

Two-way traffic

No passing zone both directions

L w

L w and top lift pavement joint

Striped centerline

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder is applied. See note 2

To be used on curves where curve widening centerline

Staked design

Shoulder

DETAIL A

Shoulder

DETAIL B

Shoulder w

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

No Passing Zone

Travel way (L)Travel way (L) curve widening (w) guardrail offset shoulder (s) shoulder (s) w/2 shoulder (s)

Travel way (L) curve widening (w/2)

Travel way (L) guardrail offset curve widening (w/2) shoulder (s) s s L

Length of curve widening

L L s s s s

L w

L w s s s s

L wLength of curve widening

L L

L w s s w

L w

L w s s s s

Paved ditchPaved ditch

NOTE:

to curve widening on simple curves.

Centerline offset striping is only applicable curve widening.

widths remain constant throughout the widths within the traveled way. Shoulder curve widening to achieve equal lane

Paint centerline striping on curves with ranges and quantities for pavement markings.

See Summary for tables showing station normal edge of shoulder.

way and curve widening, 2"…

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