SD FLAP CS23A(1) AD Plans.pdf

jointjt.J westWWinteriorint.

vertical point of intersectionVPIincrementincr.

vehicles per hourvphinclusive, includingincl.

verticalvert.inside diameterIDI design speedVVhighwayhwy.

typicaltyp.high waterHW Material Source point of tangent to spiralTShorizontalhoriz.

transversetransv.hexagonhex.

Boring Location (Existing, Proposed) temporary construction easementTCEhomestead entry surveyHES temporary bench markTBMheadwallhdwl.H GEOLOGIC SYMBOLS tangenttan.girdergdr.

townshipT.galvanizedgalv.

tangent lengthTTgage (gauge)ga.G Cattleguard (Existing, Proposed) symmetricalsym.footingftg.

structuralstruc.finishfin.

Fence w/ Gate (Existing, Proposed) straightstr.flared end sectionFES stiffenerstiff.federalFed.

Fence (Existing, Proposed) standardstd.fill facef.f.F stationsta.exteriorext. FENCE & CATTLEGUARD SYMBOLS point of spiral to tangentSTexpansion jointexp. jt.

streetst.excavationexc.

specificationspec.edge of waterEW Fiber Roll (Slope Protection) spacing, Spaces or Spacedspa.and wifeet ux shouldershldr.and otherset al Temporary Inlet Protection sectionsec.edge of roadER point of spiral to curveSCequationEQ or eq.

Silt Fence seasonal average daily trafficSADTedge of pavementEOP southSSEngineer(s)engr(s).

Fiber Roll (Ditch and/or Cut Slope) routerte.embankmentemb.

rightRt. or RTelevationelev.

Riprap reference hubRHelevation with numberEl. 94.066 retaining wallret. wallsuperelevation ratee Rolled Erosion Control Product

ReservationRes.eastEE reservoirres.drawing(s)dwg(s).

Diversion Berm requiredreqd.donation land claimDLC reinforcementreinf.districtDist.

Check Dam reconstructionreconst.distancedist.

roadwayrdwy.diaphragmdiaph.

Bonded Fiber Matrix Mulching roadrd.diagonaldiag.

right-of-wayR/Wdiameterdia. or D EROSION & SEDIMENT CONTROL SYMBOLS rangeR.drop inletDI radiusRRdesign hour volumeDHV quantitiesquant., QtyQdecrementdecr.D Riprap Apron (Proposed) pavementpvmt.culvertculv.

point of tangentPTcontingent sumCTSM Underdrain (Existing, Proposed) pounds per square inchpsicentersctrs.

projectproj.point of curve to spiralCS With Drop Inlet (Existing, Proposed) point on tangentPOTcreekcr.

point on spiralPOScorrugatedcorr.

With Headwalls (Existing, Proposed) point on curvePOCcontinuouscont.

platepl.construction jointconstr. jt.

With End Sections (Existing, Proposed) point of intersectionPIconstructionconstr.

perforateperf.concreteconc.

Pipe Culvert (Existing, Proposed) point of compound curvePCCcolumncol.

point of curvePCPcountyCo.

Box Culvert (Existing, Proposed) outside diameterODcorrugated metal pipeCMP other faceo.f.clearclr.

Bridge (Existing, Proposed) on centerso.c.Ocenter to centerc-c numberno. or #concrete box culvertCBCC negativeneg.bearingbrg.

normal crownNCbridgebr.

Spring northNNbalance pointBP mountain(s)mtn(s).bench markBM River monumentmon.backBK minimummin.beginning, beginbeg.

Wetland maximummax.both facesb.f.B materialmatl.asphaltasph.

Large Creek maintenancemaint.approachappr.

magneticmag.Malternatealt.

Lake, Pond or Reservoir low waterLWaheadAH leftLt. or LTaggregateaggr.

Drainage or Small Creek lump sumLPSMaverage daily trafficADT longitudinallong.abutmentabut.A Flow Arrow latitudelat.diameter� laminationlam.curve delta� Ditch (Existing, Proposed) length of curveLLcenterline

DRAINAGE SYMBOLSABBREVIATIONS

SPRING

DI

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

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M (S

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S e p te m b e r

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

SD

SD FLAP CS23A(1)

A2

DELTA-01 ACCESS ROAD

04/18/2023

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS

1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick

ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

N

CP

36 31

36 31

0.00EL.

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone Section Corner (Found)16

Sanitary Sewer Section Corner (Found, Projected)4

Power Section Corner (Found, Projected)

Oil Right-of-Way Line (Proposed)

Gas Right-of-Way Line (Existing)

Fiber Optic Property Line

CATV

Parcel Number

Underground Utility (Existing, Proposed) Monument (As described)

Telephone Pedestal (Existing, Proposed) Temporary (Proposed)

Telephone Booth (Existing, Proposed) Permanent (Proposed)

Street Light (Existing, Proposed) Permanent (Existing)

Support Pole Anchor (Existing, Proposed) Easements

Support Pole (Existing, Proposed) National Wildlife Refuge

Surface (Existing, Proposed) National Park

Underground (Existing, Proposed) National Forest

Irrigation Ditch Bureau of Land Management

Bureau of Indian Affairs UTILITY SYMBOLS 1/16 Section

Post Mounted (Existing, Proposed) 1/4 Section

Portable (Proposed) Section

Delineator (Existing, Proposed) Township or Range Line

Commercial (Existing, Proposed) City

Signs County

State SIGN SYMBOLS National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

RIGHT-OF-WAY SYMBOLS

ExistingSurvey Control Point

Edge of Roadway Trail

Toe of FillSpot Elevation

Transition Double Track

Top of Cut Single Track

Slope Stake Limits Railroad

Clearing/Construction LimitsNorth Arrow

Coordinate Grid Tick ROADWAY SYMBOLS

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

INF' = Infinite Guardrail (Existing, Proposed) Tree

PROJECT SPECIFIC SYMBOLSGUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

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

\d

\S Y

M (S

D F

L A

P )C

S

A

(1 d g n :1

S e p te m b e r

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

A3

GEODETIC AZIMUTH = GRID AZIMUTH + MAPPING ANGLE

TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA:

A MEAN COMBINED FACTOR OF TWO POINTS.

INVERSE THE STATE PLANE COORDINATES AND DIVIDE THE COMPUTED DISTANCE BY

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

SURVEY CONTROL

S u r v e y

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

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F L

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A u g u s t

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

A4

End Project

127+45.00

DELTA-01 ACCESS ROAD

SD FLAP CS23A(1)

Begin Project

101+18.00

23 miles

To Kadoka

20 miles

To Wall

Scale in Feet

500' 1000'

I-90

100+00

105+00

110+00

115+00

120+00

125+00

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

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S e p te m b e r

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SITE MAP

STATE PROJECT

A5

Average 21 ft

Station to Station

LENGTH OF PROJECT

101+18 to 127+45

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

0.50

See plans for locations of superelevations

METHOD OF SUPERELEVATION

NO SCALE

NOTE:

Min. superelevation 2% 6% Max. superele vation

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

1:4

DETAIL A

5.

101+18 to 127+30

TYPICAL SECTION

101+18 to 127+45

EXISTING TYPICAL SECTION

TYPICAL SECTIONS

See the cross sections for cut and fill slope ratios.

no additional clearing to limit wetland impacts.

Clear 5' beyond slope stake limit except when adjacent to wetlands where there is roadway edge. Incidental to clearing and grubbing, not paid separately.

During clearing and grubbing, windrow existing topsoil material outside of existing

Round all earth slopes slope ratios may be adjusted by the CO to assure adequate drainage and stability.

The gradient and width of roadway ditches and the excavation and embankment

5.

4.

3.

2.

1.

4-inch existing gravel (approximate depth)

Asphalt concrete pavement sides of roadway)

(Detail applies to both right and left

Shoulder up with roadway aggregate, method 2

Construct 30° pavement edge (safety edge)

1:4 (typ) 1:4 (ty p)

LC

2% Existing ground placed in 2 lifts

4.5" Asphalt concrete pavement

2%

Slope stake limit

See Detail A

Fog seal

(applied between lifts)

Tack coat

7" Roadway aggregate, method 2 method 2

Roadway aggregate, E X

R /W

E X

R /W

Slope stake limit pavement)

(top of

Profile grade

5.

first lift of asphalt)

(applied prior to

Prime coat

4.

4.

to existing using Roadway Aggregate 127+30 to 127+45 transition from 4.5" ACP from 18 ft to 24 ft Existing width varies

30°

0.6"

Clearing and construction limits

Traveled Way

11'

Traveled Way

11'

Shldr

1'

Shldr

1'

0'-5' seeding limits

Topsoil and seeding limits

Topsoil and

0'-5'

T y p ic a l

S e c ti o n

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

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A p r il

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

A6

Subgrade edge base edge

Aggregate pavement edge

Asphalt concrete M a in li n e

R

Shoulder edge

Subgrade edge base edge

Aggregate

B

B

A

A

Typical culvert location

Approach Road

End Section A-A

R b y t h e C o n tr a c ti n g

O f f ic e r

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

Subgrade edge base edge

Aggregate pavement edge

Asphalt concrete

M a in li n e

Approach Road

A B

BA

b y t h e C o n tr a c ti n g

O f f ic e r

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

Aggregate

End Section A-A x = 15' min. for type 2 approach x = 0' for type 1 approach

Flatten slope

V a ria b le

(1:6 des irabl e)1:4 o r flat ter

(1:6 desirable)

1:4 or flatter

Mainline edge subgrade

Normal

VPC

VPI Typical maximum grade ±10% ±2%

V a ria b le s Variable

4" Aggregate base s = 1:4 for type 2 approach s = 1:3 for type 1 approach d = 3' for type 2 approach d = 2' for type 1 approach

A

Type

Class

(optional) design grade

Typical maximum Mainline stationing road centerline.

existing radii or widths. R1 is on the left side of the approach

Vary radii to fit unusual field conditions. Do not reduce 8.

grade. Under special conditions, use 6% maximum.

within ±2%. In snowy regions restrict this to a 0% to -2%

Construct approach roads with landing areas having grades 7.

thicknesses and foreslopes.

Refer to mainline typical sections for structural section 6.

with widths greater than 15 feet.

Apply the normal mainline crown section to approach roads 5.

Drawing 602-9).

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

Place culverts at the end of the approach road radius to 4.

be varied ±20°.

Under special conditions, the approach road angle shown may 3.

mainline roadway construction.

Construct cut and fill slopes for approach roads to match with 2.

be field verified.

Stations shown are approximate locations. Actual locations to 1.

NOTE:

road connection on plan and profile sheet

Example of symbol showing standard approach

NO SCALE

90° 90°

6 6 5 5

TYPICAL SECTION

TYPES 1 & 2

APPROACH ROAD

SECTION A-A

SECTION B-B

TYPICAL SYMBOL

TYPICAL SECTION

TYPE 3

APPROACH ROAD

Match existing radii35102812122A127+05 Rt.

Match existing radii60601854542A124+91 Lt.

N/AN/A54443A110+81 Lt.

N/AN/A48443A101+45 Rt.

REMARKS

(ft)

R

(ft)

R

(ft)

W

LENGTH (ft)

TOTAL

LENGTH (ft)

PAVED

CLASS

TYPE

STATION

APPROACH ROAD SUMMARY

*Match Existing

Paved apronn/a*A3

200�ADT 5028E2

ADT < 199�100 4024D2

ADT < 100�25 4022C2

ADT < 252520B2

Minimum 2-way Use2518A2

Logging Truck Use4016D1

Farm Equipment2516C1

Minimum 1-way use2514B1

Field Access1512A1

SAMPLE APPLICATION

(ft) R

RADIUS

MIN.

(ft) W

WIDTH

MIN.

CLASSTYPE

TYPICAL PROFILE

APPROACH ROADS

TYPICAL SECTION

Paved length

Total length

W W

Total length

4' (typ.)

Paved length

4' (typ.)

4' (typ.)

W

VariableWVariable3' min.

20' desired 15' min.

1.3'W1.3'd

16'x

D D e s ig n S u rv

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S e p te m b e r

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

A7

Sheet and Description

B3 B3 B3 B4 B4 B5 B5

Survey Summary

Miscellaneous Summary

Grading Summary

Drainage Summary

Surfacing Summary

Pavement Marking

Summary

Signing Summary Allowance Bid

Schedule

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 10 10

A0030 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 0.5 0.5

A0040 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 1.0 1.0

A0050 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0070 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0080 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0090 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM ALL

A0100 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0110 20101-0000 CLEARING AND GRUBBING ACRE 1.7 0.1 1.8

A0120 20301-2400 REMOVAL OF SIGN EACH 4 4

A0130 20302-2100 REMOVAL OF PIPE CULVERT LNFT 166 9 175

A0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 446 14 460

A0150 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 4.2 0.8 5.0

A0160 20402-0000 SUBEXCAVATION CUYD 200 As directed by CO

A0170 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,373 127 1,500

A0180 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 18 2 20

A0190 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 58 7 65

A0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,918 232 3,150

A0210 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 1,832 168 2,000

A0220 40601-0000 FOG SEAL TON 3.1 0.9 4.0

A0230 41102-1000 PRIME COAT, METHOD 1 SQYD 7,298 102 7,400

A0240 41105-0000 BLOTTER TON 10.8 0.2 11.0

A0250 41201-0000 TACK COAT TON 3.1 0.9 4.0

A0260 60103-0180 CONCRETE, HEADWALL FOR 36-INCH PIPE CULVERT EACH 4 4

A0270 60201-0800 24-INCH PIPE CULVERT LNFT 29 6 35

A0280 60201-1000 36-INCH PIPE CULVERT LNFT 140 10 150

A0290 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT LNFT 132 8 140

A0300 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A0310 60210-1000 END SECTION FOR 36-INCH PIPE CULVERT EACH 4 4

A0320 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER

ARCH OR ELLIPTICAL PIPE CULVERT EACH 10 10

A0330 61509-0000 DETECTABLE WARNING PANELS SQYD 2.6 0.4 3.0

A0340 61902-2100 GATE, METAL, 30 FEET WIDTH (MODIFY EXISTING

GATE) EACH 1 1

A0350 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 20

MileStone: AD Checkin Date Completed: 04/10/23 Report Date: 04/10/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

9:

A

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated Quantities c:

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STATE PROJECT

B1SD FLAP CS23A

DELTA-01 ACCESS ROADSD

SHEET

Sheet and Description

B3 B3 B3 B4 B4 B5 B5

Survey Summary

Miscellaneous Summary

Grading Summary

Drainage Summary

Surfacing Summary

Pavement Marking

Summary

Signing Summary Allowance Bid

Schedule

A0360 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR 20

A0370 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 20

A0380 62201-1450 BULLDOZER, 350HP MINIMUM FLYWHEEL POWER HOUR 20

A0390 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20

A0400 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM

CAPACITY HOUR 20

A0410 62301-0000 GENERAL LABOR HOUR 240

A0420 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES

(BIOLOGIST) HOUR 10

A0430 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 10

A0440 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20

A0450 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH SQYD 6,889 211 7,100

A0460 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.5 0.1 1.6

A0470 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.5 0.1 1.6

A0480 63301-0000 SIGN SYSTEM EACH 4 4

A0490 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A0500 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 3.9 0.1 4.0

A0510 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

-A pr -2

9:

A M

MileStone: AD Checkin Date Completed: 04/10/23 Report Date: 04/10/23 c:

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2)

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

STATE PROJECT

B2SD FLAP CS23A

DELTA-01 ACCESS ROADSD

SHEET

:4

N o v e m b e r

S u rv e y M is c G ra d in g p w w o rk in g \c e n tr a l0

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A (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

MISCELLANEOUS SUMMARY

SURVEY, GRADING, AND

STATE PROJECT

NUMBER

SHEET

SD

B3

:5

A e b r u a r y

D r a in a g e a n d

S u r f a c in p w w o rk in g \c e n tr a l0

\d

\T

A B

(S D

F L

A P

)C S

A (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARY

DRAINAGE AND SURFACING

STATE PROJECT

NUMBER

SHEET

SD

B4

:0

N o v e m b e r

S ig n in g S tr ip in g T

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

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(S D

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A P

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A (1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES

AND TRAFFIC CONTROL

SIGNING, PAVEMENT MARKING,

STATE PROJECT

NUMBER

SHEET

SD

B5

B H

N

Begin 6" solid white stripe, LT/RT

Begin 4" double yellow stripe, CL

101+18

Existing edge of gravel

Remove and replace

M1-6

102+74, RT

to match existing

Sawcut existing asphalt

Proposed edge of pavement

100'50'0

Scale in Feet

Protect in place

Existing pipe culvert

E: 564840.60

N: 1539667.14

SD FLAP CS23A(1)

Begin Project

101+18.00

APN #688

John Paul Nuemann

Property Owner:

Buffalo Gap National Grassland

United States Forest Service

Property Owner:

A

CS-23A

Limits of construction

Protect in place

Existing fence

Limits of construction

Protect in place

Existing fence is approximate.

during survey. Location shown

Fiber optic line not marked

102+62 to 112+21Remove existing asphalt1

N00°44'50"E

.0

P

O

JACKSON

COUNTY

Existing ground

Profile grade

Match Existing

SD FLAP CS23A(1)

Begin Project

101+18.00 axis of rotation

Profile grade and

RT EOP

+1.80%

(RT)

+2.20%

(LT)

+2.00%

(RT & LT)

LT EOP

97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00

2,530 2,530

2,540 2,540

2,550 2,550

2,560 2,560

2,570 2,570

-1.300%

-0.301%

.1

V

I

' VC130

130K =

'INFSSD =

,5

.9

101+18 104+00101+48

:4

N o v e m b e r

M a in li n e P la n

P la n

S h e e t] p w w o r k in g

\c e n tr a l0

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DELTA 01 ACCESS ROAD 101+18 TO 104+00

STATE PROJECT

NUMBER

SHEET

SD

C1

N

Existing edge of gravel

Protect in place

Existing pipe culvert

A

4" double yellow stripe

6" solid white stripe

100'50'0

Scale in Feet

Proposed edge of pavement

APN #688

John Paul Nuemann

Property Owner:

Buffalo Gap National Grassland

United States Forest Service

Property Owner:

CS-23A

Protect in place

Existing fence

Limits of construction

Limits of construction

Protect in place

Existing fence is approximate.

during survey. Location shown

Fiber optic line not marked

102+62 to 112+21

Profile grade Existing ground axis of rotation

Profile grade and

RT and LT EOP

R ip r a p

C la s s

R t.

E n d s e c ti o n s L t.

a n d R t.

e q u iv a le n t

R C

P

I n s ta ll in h

-i n c h C

M P

R e m o v e e x is ti n

.1

P

I

104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00

2,530 2,530

2,540 2,540

2,550 2,550

2,560 2,560

2,570 2,570

+0.459%

-1.051%

-0.301% +0.459%

.6

V

.3

V

' VC390

258.37K =

'909.93SSD =

' VC190

250K =

'INFSSD =

104+00 111+50

:3

N o v e m b e r

M a in li n e P la n

P la n

S h e p w w o r k in g

\c e n tr a l0

\d

\P

N P

S

D F

L A

P C

S

A

.d g n

DELTA 01 ACCESS ROAD 104+00 TO 111+50

STATE PROJECT

NUMBER

SHEET

SD

C2

N

Existing edge of gravel

4" double yellow stripe

6" solid white stripe

100'50'0

Scale in Feet

Proposed edge of pavement

APN #688

John Paul Nuemann

Property Owner:

Buffalo Gap National Grassland

United States Forest Service

Property Owner:

CS-23A

Protect in place

Existing fence

Protect in place

Existing fence

Limits of construction

Limits of construction between headwalls (typ.)

1/2" expansion joint is approximate.

during survey. Location shown

Fiber optic line not marked

102+62 to 112+21

N01°06'07"E axis of rotation

Profile grade and

RT and LT EOP

Existing ground

Profile grade

'L x

'W x

'W x

'H

R ip r a p C la s s

L t.

E n d s e c ti o n

R t.

H e a d w a ll

L t.

I n s ta ll in c h

R C

P

-i n c h C

M P

R e m o v e e x is ti

R ip r a p C la s s

L t.

E n d s e c ti o n s L t.

a n d R t.

I n s ta ll in c h

R C

P

-i n c h C

M P

R e m o v e e x is ti

'L x

'W x

'W x

'H

R ip r a p C la s s

L t.

E n d s e c ti o n

S R t.

H e a d w a ll

S L t.

I n s ta ll in c h

R C

P

-i n c h C

M P

R e m o v e e x is ti

112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00

2,530 2,530

2,540 2,540

2,550 2,550

2,560 2,560

2,570 2,570

+4.84 6%

-0.850%

-1.051%

+4.84 6%

.3

V

.4

V

' VC220

38.62K =

'299.50SSD =

' VC270

46K =

'237.46SSD =

111+50 119+00

:5 e b r u a r y

M a in li n e P la n

P la n

S h e p w w o r k in g

\c e n tr a l0

\d

\P

N P

S

D F

L A

P C

S

A

.d g n

DELTA 01 ACCESS ROAD 111+50 TO 119+00

STATE PROJECT

NUMBER

SHEET

SD

C3

J B

N

Existing edge of gravel

6" solid white stripe

Remove and reset

Delta-01 Visitor Parking"

National Historic Site

"Minuteman Missile

124+40, RT

W16-7p

Install W11-2 and

Remove R1-5

124+92, RT

Protect in place

Existing gate

A

Crosswalk

125+12

Protect in place

Existing pipe culvert

100'50'0

Scale in Feet

Proposed edge of pavement

4" double yellow stripe

Buffalo Gap National Grassland

United States Forest Service

Property Owner:

Minuteman Missile NHS

National Park Service

Property Owner:

W16-7p

Install W11-2 and

Remove R1-5

125+49, LT

CS-23A

Protect in place

Existing fence

Limits of construction

Protect in place

Existing fence

Limits of construction

APN #688

John Paul Nuemann

Property Owner:

Remove existing asphalt

Remove 5' 9" existing sidewalk panel

Protect in place

Existing cattle guard

End 6" solid white stripe

124+39

Begin 6" solid white stripe

125+34

N01°22'06"E

.8

P

I

.8

P

I

-2.00%

(RT)

+2.00%

(RT)

axis of rotation

Profile grade and

RT EOP

Existing ground

Profile grade

LT EOP

R ip r a p

C la s s

R t.

E n d s e c ti o n s L t.

a n d R t.

e q u iv a le n t

R C

P

I n s ta ll in h

-i n c h C

M P

R e m o v e e x is ti

119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00

2,540

2,550 2,550

2,560 2,560

2,570 2,570

2,580 2,580

+0.886%

+6.2 00%

.4

V

.4

V

.5

V

' VC120

36.92K =

'392.11SSD =

' VC190

109K =

'INFSSD = ' VC220

41K =

'220.24SSD =

124+00 124+75119+00 126+50

:3

N o v e m b e r

M a in li n e P la n

P la n

S h e p w w o r k in g

\c e n tr a l0

\d

\P

N P

S

D F

L A

P C

S

A

.d g n

DELTA 01 ACCESS ROAD 119+00 TO 126+50

STATE PROJECT

NUMBER

SHEET

SD

C4

N of gravel

Existing edge

E: 567467.03

N: 1539718.59

SD FLAP CS23A(1)

End Project

127+45.00

Remove and replace

R1-1

127+26

Remove and reset

Delta-01 Visitor Parking"

"Minuteman Missile National Historic Site

126+80, RT

End 6" solid white stripe

End 4" double yellow stripe

126+80

A

Protect in place

Existing pipe culvert

100'50'0

Scale in Feet of pavement

Proposed edge

Buffalo Gap National Grassland

United States Forest Service

Property Owner:

CS-23A

Modify existing gate (see detail)

127+05, RT

Limits of construction

APN #688

John Paul Nuemann

Property Owner:

aggregate

Transition to existing with roadway

127+30 to 127+45

Remove existing asphalt

Protect in place

Existing cattle guard and 7" roadway aggregate, method 2

End 4.5" asphalt concrete pavement

127+30

.3

P

E

STOP

-2.00%

(LT)

+2.00%

(RT)

LT EOP

RT EOP

Profile grade

Existing ground

Match Existing

SD FLAP CS23A(1)

End Project

127+45.00 axis of rotation

Profile grade and and 7" roadway aggregate, method 2

End 4.5" asphalt concrete pavement

127+30 aggregate

Transition to existing with roadway

127+30 to 127+45

127+00 128+00 129+00

2,560 2,560

2,570 2,570

2,580 2,580

2,590 2,590

+2.950

126+50 127+30

,5

.1

:4

N o v e m b e r

M a in li n e P la n

P la n

S h e p w w o r k in g

\c e n tr a l0

\d

\P

N P

S

D F

L A

P C

S

A

.d g n

DELTA 01 ACCESS ROAD 126+50 TO 127+45

STATE PROJECT

NUMBER

SHEET

SD

C5

J B

N

40'20'0

Scale in Feet longitudinal joint

Asphalt concrete pavement swale flowline

Asphalt concrete pavement

See special 615-A

Detectable warning panels

See special 615-A

Detectable warning panels

AND PEDESTRIAN RAMP

LAUNCH CONTROL DRIVEWAY

DELTA-1 ACCESS ROAD

N01°22'06"E

D

S h e e t

P la n

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

\d

\P

L A

(S D

F L

A P

)C S

A

(1

.d g n

:5

N o v e m b e r

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

D1 structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

See note 7

Geotextile filter structural section

See typical sections for

Finished grade according to Section 204

Backfill with material

NOTE:

1. Replace unsuitable material according to Subsection 204.07 unless otherwise specified.

2. Minimum subexcavation dimensions are 6 ft wide x 6 ft long.

3. Do not place backfill material within the structural section.

4. Widen top of subexcavation area to allow for bench width in bottom layers. Provide a 1 ft min. bench width for every 2 ft of subexcavation depth.

5. Daylight to drain when the excavation is within 4 ft of the subgrade hinge point. Slope the excavation bottom 2% toward the daylight for drainage, or match the existing roadway cross slope when steeper than

2%.

6. At daylight locations, match the existing fill slope or make slope adjustments to match the subgrade hinge point. Do not construct slopes steeper than 1V:2H unless approved by the CO.

7. Furnish geotextile filter type conforming to subsection 714.01(a). See summary tables for class and type.

NO SCALE

SUBEXCAVATION

TYPICAL SECTION

BENCH DETAIL

See bench detail than 2 ft Bench if greater Varies (2 ft typ.)

Width of need

Total subexcavation width

1'

2 ft max.

See note 4 min.

SUBEXCAVATION

C204-51

:2

N o v e m b e r

C

S h e p w w o r k in g \c e n tr a l0

\d

\C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

12/2012DETAIL APPROVED FOR USE

10/2020 08/2020 08/2014REVISED:

STATE PROJECT

NUMBER

SHEET

SD

F1

C251-50

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

CLASS

RIPRAP

SECTION

END

WITH

SECTION

END

WITHOUT

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITHOUT DITCH

(CY)

QUANTITY

RIPRAP

ESTIMATED

(SY)

QUANTITY

GEOTEXTILE

ESTIMATED

(inches) D

SIZE

CULVERT

(feet) L

APRON

OF

LENGTH

(feet) H

APRON

OF

DEPTH

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

OUTLET WITH DITCH

AT CULVERT OUTLETS

PLACED RIPRAP

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

14.5

12.5

2.5

2.5

1.5

1.5

1.5

2.5

2.5

1.5

1.5

1.5

2'

49.8

38.7

18.5

13.3

5.2

3.2

1.7

44.5

34.1

15.6

10.9

3.9

2.2

2'

38.6

29.9

15.2

10.8

4.5

2.7

1.4

35.6

27.3

13.4

9.3

3.6

0.9

NO SCALE

PLAN VIEW PLAN VIEW

END SECTION

CULVERT WITHOUT STANDARD

SECTION C-C

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r m in

S p a n

D ia o r

A A

B B

PLAN VIEW

Variable slope ground Original

END SECTION

CULVERT WITHOUT STANDARD

SECTION B-BSECTION A-A

END SECTION

CULVERT WITH STANDARD

S p a n

D ia o r

S p a n

D ia o r m in .)Variable slope ground Original m in

WITHOUT DITCH

PROTECTIVE APRON AT CULVERT OUTLET

WITH DITCH

PROTECTIVE APRON AT CULVERT OUTLET

C C

C

NOTE:

H

D

SECTION E-E

SECTION D-D

ground Original m in ditch slope

Match existing

D

H m in ground Original m in

D m in

H ditch slope

Match existing

D D EE

ground

Original

W id th

D it c h B o tt o m

W id th

D it c h B o tt o m

PLAN VIEW

or flatter

Sloped 1V:2H

Flowline not be measured for payment.

3. Excavation for placement of riprap will tables for class and type.

subsection 714.01(a). See summary

2. Furnish geotextile filter conforming to slopes of less than 10%.

Use for aprons serving culverts with 1.

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

See note 2 Geotextile filter

L

L

D D

D

H

H

D D

D

L

D

D

4D

D

D D

D

D D

(min.)

(min.)

:5

M a y

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

\d

\C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

DETAIL APPROVED FOR USE

09/2021 08/2020 08/2014REVISED:

STATE PROJECT

NUMBER

SHEET

SD

G1

HEADWALL FOR ELLIPTICAL PIPE

SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE)

A

B

C

D

F

H

S

Conc. Pipe

HEADWALL FOR CIRCULAR PIPE

DIAMETER OF PIPE CULVERT

A

B

C

D

F

Conc. Pipe

C.M. Pipe

1.

2.

3.

4.

5.

Quantities shown are for one headwall with pipe at right angles.

Construct headwalls using dimensions shown under values for 1V:1.5H slope, unless otherwise designated by the CO.

FRONT ELEVATION SIDE ELEVATION

spacing (all ways)

NOTE:

Fi ll S lo p e crushed aggregate

Aggregate base or

Orient all headwalls parallel to the roadway centerline unless otherwise indicated in the plans or by the CO.

When pipes are on a skew, adapt and lengthen headwalls as directed.

".4 3Chamfer all exposed corners not rounded to

CUBIC YARDS OF CONCRETE

2.904

5'-8"

13'-0"

5'-4"

0'-9"

3'-7"

3'-6"

2'-0"

1'-0"

68" x 43"

2.969

5'-0"

13'-0"

4'-11"

0'-9"

3'-2"

3'-3"

1'-11"

1'-0"

60" x 38"

2.801

4'-5"

12'-11"

4'-7"

0'-9"

2'-10"

2'-9"

1'-11"

1'-0"

53" x 34"

2.512

4'-1"

12'-1"

4'-5"

0'-9"

2'-8"

2'-8"

1'-11"

1'-0"

49" x 32"

2.101

3'-9"

10'-11"

4'-2"

0'-9"

2'-5"

2'-7"

1'-10"

1'-0"

45" x 29"

1.811

3'-6"

10'-2"

4'-0"

0'-9"

2'-3"

2'-5"

1'-9"

0'-11"

42" x 27"

1.500

3'-2"

9'-2"

3'-9"

0'-9"

2'-0"

2'-4"

1'-8"

0'-10"

38" x 24"

1.236

2'-10"

8'-6"

3'-7"

0'-9"

1'-10"

2'-1"

1'-6"

0'-10"

34" x 22"

0.855

2'-6"

7'-2"

3'-3"

0'-8"

1'-7"

1'-11"

1'-5"

0'-9"

30" x 19"

0.502

1'-11"

5'-5"

2'-10"

0'-8"

1'-2"

1'-8"

1'-2"

0'-8"

23" x 14"

CUBIC YARDS OF CONCRETE

0.257

0.241

3'-8"

2'-0"

0'-6"

1'-0"

1'-2"

0'-9"

0'-6"

6"

0.521

0.492

5'-0"

2'-11"

0'-8"

1'-3"

1'-7"

1'-1"

0'-8"

15"

0.739

0.697

6'-0"

3'-2"

0'-8"

1'-6"

1'-9"

1'-3"

0'-9"

18"

1.398

1.319

8'-0"

3'-9"

0'-9"

2'-0"

2'-2"

1'-6"

0'-11"

21" or 24"

2.198

2.067

10'-0"

4'-3"

0'-9"

2'-6"

2'-6"

1'-9"

1'-0"

27" or 30"

3.145

2.947

12'-0"

4'-9"

0'-9"

3'-0"

2'-9"

2'-0"

1'-0"

33" or 36"

#4 Bars at 9" max.

D

S

L

A

BD

F

C

H

(typ.

2"

(typ.)

2" ty p ty p

STANDARD APPROVED FOR USE 6/2005

3/2016 DRAFT:

REVISED:

601-4

SMALL PIPE CULVERT

CONCRETE HEADWALL FOR

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

\d

\S td .d g n

:2

N o v e m b e r

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

T1

1.

2.

3.

4.

5.

6.

MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE

PIPING PLUG

TRENCH INSTALLATIONEMBANKMENT INSTALLATION

CONCRETE ROUND PIPE CULVERT LEGEND:

Bedding material (uncompacted).

Embankment material placed in layers

Impermeable backfill material.

FILL HEIGHT AND PIPE CLASS TABLE

BEDDING DEPTH

PIPE

SIZE

MINIMUM SPACING

EMBANKMENT TRENCHDIAMETER

DEPTHPIPE SIZE (H)

CLASS VCLASS IVCLASS IIICLASS II

TRENCH

CLASS VCLASS IVCLASS IIICLASS II

EMBANKMENT

Construct a piping plug of impermeable backfill material at the pipe inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

Roadway embankment

Limits of pipe compaction

SECTION A-A

When directed, camber pipe culverts upwards 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.

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 pavements.

Pipe compaction limits shown are for pipe installation in an embankment. For pipe installation in a trench, the compaction limits shall be the walls of the trench.

Where unyielding or unstable material is encountered, install the pipe culvert according to the limits of pipe

Maximum fill heights for pipe culvert installations may be increased on approval of site-specific structural pipe designs meeting the criteria of

AASHTO Standard Specifications for Highway Bridges.

Use Supplemental Concrete Pipe Tie when specified in the contract documents.

A

A

Compacted backfill material placed in layers lean concrete backfill in accordance with Section 614

Bedding (See table)Bedding (See table)

Finished subgrade before trench excavation embankment height

Finished subgrade or to springline backfill

Compacted

Piping plug end treatment

Culvert

Embankment slope

High water elevation

Pipe culvert holes (typ.)

Concrete pipe tie when precast

Tapered holes permitted over pipe joint

Do not install fastener

O Ring if required

CULVERT INSTALLATION

CONCRETE PIPE

compaction shown on Standard 602-3.

INCHES

DIAMETER

INCHES

COVER

MINIMUM

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET

> 54"

12" TO 54"

6"

4"

OVER 96"

36"-96"

12"-36"

48"

0.5H

15"

72"

72"

2H

" min.2 12'-6 not exceeding 6" compacted depth.

not exceeding 6" compacted depth, or

" dia. hole for4

1" dia. Joint tie

NOTE:

H

Width

° 60°

H

H

H

H

(See table)

Minimum spacing

H

H H

2H2H

H H1

1'-0" (min.)

" max.2

2'-9 ty p ic a l m a x

1'-0"±

1'-3" min.

1'-5" max.

STANDARD APPROVED FOR USE 12/1993

6/2008 DRAFT:

6/2005 4/1994 REVISED:

602-7

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

\d

\S td .d g n

:2

S e p te m b e r

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

T2

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

Fabricate the outlet end section with a groove end and the inlet end section with a tongue end.

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

1.

2.

3.

PLAN PLAN

ELEVATIONELEVATION

SECTION A-A SECTION B-B

END SECTIONS FOR ROUND PIPE CULVERT

PIPE

SIZE

T A B C L W F R1 R2 R3

NO SCALE

A

A B

B

CL CL

CLCL

NOTE:

INCHES

DIMENSIONS

INCHES

DIAMETER

12 2

"2

24 8

13 8

FOR ROUND PIPE

CONCRETE END SECTION

A

T D ia m e te r T

F

A

BC

TWT

TDia.T

R

TDia.T

TWT

TWT TWT

BC

L

T D ia m e te r T

T

T

STANDARD APPROVED FOR USE 12/1993

6/2005 4/1994 REVISED:

602-8

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

\d

\S td .d g n

:2

S e p te m b e r

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

T3

(IN.)

ROUND SIZE

EQUIVALENT

SPAN X RISE

SPAN X RISE

1 - 13 14 - 21

HE - III HE - I V

1 - 13 14 - 21 22 - 29

VE - III VE - I V VE - V

68 x 106

63 x 98

58 x 91

53 x 83

48 x 76

43 x 68

38 x 60

34 x 53

32 x 49

29 x 45

SPAN

RISE

SPAN

RISE

MAX. HEIGHT OF COVER IN FEET MAX. HEIGHT OF COVER IN FEET

HORIZONTAL INSTALLATION VERTICAL INSTALLATION

106 x 68

98 x 63

91 x 58

83 x 53

76 x 48

68 x 43

60 x 38

53 x 34

49 x 32

45 x 29

42 x 27

38 x 24

34 x 22

30 x 19

23 x 14

ELLIPTICAL CONCRETE PIPE COVER TABLES FOR H-20 LIVE LOAD

M E

T H

O D

A

B

E D

D

IN

G

M E

T H

O D

A

B

E D

D

IN

G

M E

T H

O D

A

B

E D

D

IN

G

M E

T H

O D

A

B

E D

D

IN

G

M E

T H

O D

A

B

E D

D

IN

G measure maximum fill height from the top of the pipe culvert to the top of the pavement.

cover from the top of the pipe culvert to the top of the pavement. For all roadway surface types, of the pipe culvert to the bottom of the roadway subgrade. For rigid pavement measure minimum

4. For flexible pavement and aggregate surface roadways, measure minimum cover from the top under entrances and median crossovers is 9 inches.

the standard height have been exhausted. Ensure minimum finished height of cover for pipes minimum finished cover height of 12 inches will be allowed only if all possible means to obtain whichever is greater. In cases in which these cover heights cannot be achieved, an absolute of the span or 2 feet,2

13. Standard minimum finished height of cover for all pipes is with a cut.

minimum of 10 times the span plus 3 feet on each side of the pipe or to the intersection greater. Extend cover the full length of the pipe. Extend the approach fill ramp to a of the span or 3 feet, whichever is2 1 allowing construction traffic to cross installation are

2. To protect pipe during construction, ensure the minimum heights of cover prior to

1. Cover heights indicated in the Tables are for finished construction.

NOTES:

602-ASTANDARD PC-1, PAGE 107.06

VIRGINIA DEPARTMENT OF TRANSPORTATION

ADOPTED FROM:

NO SCALE

ELLIPTICAL CONCRETE PIPE

Sheet 1 of 3

D e lt a S p e c ia l S h e e t p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:5 e b r u a r y

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T4

(R/2) + 12"

4"

(R/2) + 12"

4"

MAX. 24"

MIN. 8",

1' OF H

" PER 2

(R/2) + 12"

MAX. 24"

MIN. 8",

1' OF H

" PER 2

(R/2) + 12" (R/2) + 12"

(R/2) + 12"

PIPE WHERE DIRECTED BY THE CO.

MAY BE ELIMINATED UNDER ENTRANCE

AS SHOWN ON TABLES

FLEXIBLE PIPE

WHEN H IS LESS THAN OR EQUAL TO 30'

RIGID PIPE

NOTED ON PLANS:

USED AS FOLLOWS UNLESS OTHERWISE

METHOD "A" PIPE BEDDING SHALL BE

X= S + 36"

CULVERTS WHERE S = 36" AND OVER

X= S + 24"

CULVERTS LESS THAN S = 36"

STANDARD PB-1, PAGE 107.02

VIRGINIA DEPARTMENT OF TRANSPORTATION

ADOPTED FROM:

TOP OF FILL

EARTH

FOUNDATION FILL *

TO TOP OF PIPE

"X" DIMENSION TO BE MAINTAINED

MIN. 1/10 R

S

S

X

R/2

R

H

GROUND LINE

TOP OF FILL

LINE

GROUND

EARTH

FOUNDATION FILL *

MIN. 1/10 R

X

R/2 R

MIN. S1 MIN. S 1S

S

MIN. 1/10 R

R

R/2

MIN. S1 MIN. S1

LINE

GROUND

SOIL

UNYEILDING

ROCK OR

X

S

S

H

TOP OF FILL

R

R/2

MIN. 1/10 R BEDDING MATERIAL

EARTH

LINE

GROUNDMIN. S

MIN. S1 S1

S2

H

TOP OF FILL

b

TO TOP OF PIPE

TO BE MAINTAINED

"X" DIMENSION

EARTH

GROUND LINE

TOP OF FILL

R/2

R b

MIN. 1/10 R

S

S2

H

X

TOP OF FILL

GROUND LINE

SOIL

UNYEILDING

ROCK ORR/2

R

MIN. 1/10 R

TO TOP OF PIPE

"X" DIMENSION TO BE MAINTAINED

X

H

S

S2

BEARING SOIL.

DEPTH AS SHOWN ON PLANS OR TO FIRM

OUTSIDE RISE OF PIPE.

INSIDE SPAN OF PIPE.

OUTSIDE SPAN OF PIPE.

DRAINAGE STRUCTURE TO FINISHED GRADE.

HEIGHT OF COVER MEASURED FROM TOP OF

b =

R =

S =

S =

H =

OTHERWISE UNSUITABLE MATERIAL

FOUNDATION SOFT, YIELDING, OR

OTHERWISE UNSUITABLE MATERIAL

FOUNDATION SOFT, YIELDING, OR

ROCK FOUNDATIONNORMAL EARTH FOUNDATION

NORMAL EARTH FOUNDATION ROCK FOUNDATION

PIPE PROJECTION ABOVE GROUND LINE

NO PROJECTION OF PIPE ABOVE GROUND LINE

EMBANKMENT

BORROW MATERIAL IN ACCORDANCE WITH SUBSECTION 209.09

SUITABLE ROADWAY EXCAVATION OR UNCLASSIFIED

SUBSECTIONS 209.09 AND 704.03

BACKFILL MATERIAL IN ACCORDANCE WITH

SUBSECTIONS 209 AND 704.01

FOUNDATION FILL MATERIAL IN ACCORDANCE WITH

CULVERT INSTALLATION

ELLIPTICAL CONCRETE PIPE

602-A

Sheet 2 of 3

D e lt a

S p e c ia l p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:0 e b r u a r y

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T5

STANDARD ES-1A, PAGE 102.02

VIRGINIA DEPARTMENT OF TRANSPORTATION

ADOPTED FROM:

END SECTION DIMENSIONS

6'-0"

5'-6"

5'-0"

4'-0"

2'-8"

E

END VIEW

SPAN X RISE

23" X 14"

30" X 19"

38" X 24"

42" X 27"

45" X 29"

53" X 34" 15"

13"

12"

10"

9"

6"

A B

2'-3"

2'-11"

3'-8"

4'-8"

4'-11"

5'-3" 2'-11"

3'-3"

1'-8"

2'-6"

3'-2"

3'-10"

C L

6'-1"

6'-1"

6'-2"

6'-2"

8'-2"

8'-2"

3'-6"

R is e

Span

E

X

E

X

C B

2:1 SLOPE

APPROX.

A

L of Pipe

Length C

B

SLOPE DETAIL

SECTION X-X

PLAN VIEW

Spigot End on Inlet End-Sections Hub End on Outlet End-Sections

Shoulder

Culvert

Length of Pipe

Fabric Reinforcement

Bar or Steel

End Section

FOR ELLIPTICAL PIPE

CONCRETE END SECTION

602-A

NOTE:

of 4,000 pounds per square inch (psi) Use concrete with a minimum strength

Sheet 3 of 3

D e lt a

S p e c ia l p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:0 e b r u a r y

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T6

NOTE:

.2

"1.6"-2.4" c-c

TRUNCATED DOME

SECTION

of base diameter

Top diameter of 50% - 65%

0.9"-1.4"

Base diameter of

RETROFIT

DETECTABLE WARNING PANEL

NO SCALE 615-A

Truncated dome

5'

.6 m in

1.6" - 2.4" c-c

.6

.4 c c

PLAN

WITH TRUNCATED DOMES

DETECTABLE WARNING FIELD

EAST CROSSWALK APPROACH

WEST CROSSWALK APPROACH

Existing sidewalk with truncated domes detectable warning field

Retrofit surface applied

Proposed edge of driveway

Proposed edge of road concrete pavement

Replace with asphalt to be removed.

Existing sidewalk panel

Existing sidewalk with truncated domes detectable warning field

Retrofit surface applied approval prior to purchase and installation.

in yellow color. Submit color sample to CO for review and

2. Detectable warning surface are to be polymer surface applied from the edge of existing concrete sidewalk end.

Install truncated dome surfaces a minimum of 6-inches1.

s p p w w o r k in g

\c e n tr a l0

\d

\s p

A

.d g n :5 c to b e r

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T7

619-A

C GATE AND ROADL

NOTES:

MODIFY EXISTING GATE

See note 2

Install retroreflecitve delineation.

horizontal bar.

measured horizontally along the full width of the top stripes alternatively red and white at 16-inch intervals

Install retroreflective delineation consisting of vertical

EXISTING GATE

ELEVATION

3.

2.

1.

(modify existing gate).

the pay item 61902-2100 Gate, Metal, 30 feet width delineation, ect. shown on this detail are included in

All items, including concrete, rest posts, retroreflective new retroreflective material.

Remove existing retroreflecitve material prior to installing

Existing Sign

Rest Post, 2 req'd.

Weld eye bolts to post

'' Std. link chain2

Weld chain to eye bolt

Weld

Concrete

Std. 4'' Iron Pipe

Std. 4'' Coupling

Gate arm in open position

'' x 2'' Std. Eye Bolts with nuts4

1'-0"

Std. 4" Galv. Pipe cap

REST POST DETAIL

Closed Gate Position

Rest Post Rest Post

Open Gate Position

Direction

Travel

GATE PLAN

Existing Parking Lot

Edge of Roadway rest post

Remove existing

U.S CUSTOMARY SPECIAL

NPS.GOV/MIMI

FOR INFORMATION PLEASE VISIT:

PARK CLOSED

F ie ld V e ri fy

:1 c to b e r

S p

A

S h e p w w o r k in g

\c e n tr a l0

\d

\s p

A

.d g n

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

SD

T8

W

3W

H

H

W 4

W 4 W 4

W

W 6

W

W

W m in

6' (min.)

m in

W

W of curb

Front face

** See Note 3

* See Note 2 pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in pavement

Edge of

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

SIZE

POST

2" 12 ga.

2" 12 ga.

10*

10*

24**

SIGN STRUCTURES

m a x

H /5 o r m a x

H /5 o r m a x

H /5 o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Steel

Square Tubular m a x

W

W

W

(typ.)

2" (max.)

(typ.)

2" (max.)

(typ.)

2" (max.)

NOTES:

additional information.

Refer to Section 2A.21 of the MUTCD, latest edition, for tubular steel posts.

Refer to Detail Sheet 3 of 3 for bracing details for square for square tubular steel posts.

Refer to Detail Sheet 2 of 3 for breakaway support details 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 square feet or less but W is over 4 feet, use double posts.

For square tubular for which the sign panel area is 10

Uniform Traffic Control Devices" (MUTCD), latest edition.

Locate and set sign height according to the "Manual on

6.

5.

4.

3.

2.

1.

633-A

Sheet 1 of 3

EFLHD STANDARD DETAIL E633-02

ADOPTED FROM:NO SCALE

STOP

SPEED

LIMIT

M PH

A p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:2

A p r il

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T9

Existing ground m in

Tr af fic fl ow

SQUARE TUBULAR STEEL POST

BREAKAWAY SIGN SUPPORT

m in

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

m a x 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.)

Square tubular sign post

8.

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

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

Refer to Detail Sheet 3 of 3 for sign mounting details.

Refer to Detail 6Sheet 1 of 3 for sign 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 accept the post size specified.

manufacturer's recommendations to

Size the anchor according to the to the manufacturer's recommendations.

the anchor with a corner bolt according

Attach the square tubular steel post to non-breakaway signs.

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

Place non-breakaway signs outside signs placed behind protective barriers.

Breakaway sign support is not required for

STATE PROJECT

633-A

EFLHD STANDARD DETAIL E633-03

ADOPTED FROM:NO SCALE

Sheet 2 of 3

A p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:1 e b r u a r y

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T10

Sign panel

Sign post

Sign bracing

SIGN BRACING

5.

4.

3.

2.

1.

TOLERANCES

BRACING INSTALLATION

latest edition, for additional information.

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

Refer to Detail Sheet 1 of 3 for sign and the steel washer.

the sign panel's retroreflective sheeting

Use neoprene or nylon washers between 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

633-AEFLHD STANDARD DETAIL E633-04

ADOPTED FROM:NO SCALE

Sign panel head bolt, nut, and washers (typ.)

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

" long galvanized hex 2

" dia. x 38 sign bracing " Galvanized steel 8

SQUARE TUBULAR STEEL POST

Square tubular sign post in sign panel (typ.)

" dia. hole 16

Field drill

Sheet 3 of 3

" to 2"2 t o

A p w w o r k in g

\c e n tr a l0

\d

\s p d e ta il .d g n

:1 e b r u a r y

SPECIAL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY SPECIAL

STATE PROJECT

T11

C634-50

4 4

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

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 /2

Staked Centerline and top lift pavement joint

Striped centerline

Staked centerline

CURVE WIDENING ON SIMPLE CURVES (INSIDE)

CURVE WIDENING ON SPIRAL CURVES

CURVE STRIPING DETAIL ON SIMPLE CURVES

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

(normal edge of shoulder)

Edgeline striping

Two-way traffic

Passing zone both directions

Two-way traffic

No passing zone single lane direction

(Staked)

(Staked)

ON SPIRAL CURVES

STRIPING DETAIL

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" (max.) from the

5. Paint the edgeline striping outside the travel

4.

3.

2.

1.

40'

30'10'

10'

40'

30'

No Passing Zone

No Passing Zone

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

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

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

L

Length of curve widening

L L s s s s

L w /2

L w /2

2L w

2L w s s s s

2L w

Length of curve widening

L L

L L

2L w s s w /2

L w /2

L w /2 s s s s

Paved ditchPaved ditch

:0

N o v e m b e r

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

\d

\C

.d g n

DETAIL

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CFLHD DETAIL

07/2004DETAIL APPROVED FOR USE

08/2021 01/2018 08/2014 08/2006REVISED:

STATE PROJECT

NUMBER

SHEET

SD

T12 or alternative methods approved by CO daily single lane closures and flaggers

Construction to be completed using

123+60 to 127+45

600'300'0

Scale in Feet

N

1 2 3 4 5

1 2 3

W20-1 W20-4 W3-3 R10-6 G20-2

Phase 1 Construction

Phase 2 Construction flagging area

Single lane closure with

Legend:

Temporary traffic control signal

Temporary traffic control signal

Channelizing device (typ.)

NOTE:

3. Maintain one lane of traffic at all times.

with flaggers as needed.

2. Coordinate signalized lane closure and daily single lane closures nstall all traffic control devices according to the standard details.1. I

PHASING PLAN

TEMPORARY TRAFFIC CONTROL

WORK

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

STOP

HERE ON

RED ROAD WORK

END

:0

N o v e m b e r

T T

C P h a s in g P la n

S h e p w w o r k in g \c e n tr a l0

\d

\T

C P

S

D F

L A

P C

S A

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

SD

DELTA-01 ACCESS ROAD

T13

G20-2

G20-2

G20-2

G20-1

See Note 11

G20-1

See Note 11

M in o r R o a d

M a jo r R o a d

W20-1

See Note 10

W20-1

See Note 10

W20-1 over

W16-8P

See Note 9

W20-1 over

W16-8P

See Note 9

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

W20-1

See Note 10

W20-1

See Note 10

G20-2

Erect all project advance warning signs before starting construction work.

Not all details shown on the temporary traffic control sheets may be applicable to this project. The Contractor may add or delete information and details in this traffic control plan as necessary to accommodate actual operations.

Where advance warning signs, placed as shown, interfere with permanent signs, locate the warning signs as determined by the CO for best results. Vary messages as required.

Additional or different message signs may be required to fit the actual construction conditions.

Install advisory speed plates under the W20 series warning signs as needed to indicate a maximum recommended speed through the construction area.

Ensure all sign supports exposed to impact by traffic meet the requirements of

NC…