OK FLAP CLE 10(1) Lake Thunderbird Access 100 Percent Plans 2 15 23.pdf

PDF 31 MB Posted Mar 10, 2023

Attached to: OK FLAP CLE 10(1), Lake Thunderbird Access Federal contract opportunity
Solicitation number: 6982AF23B000010
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity is for rehabilitation work on road segments and a parking area at Lake Thunderbird State Park in Oklahoma. The Department of Transportation Federal Highway Administration is seeking bids for full depth reclamation and asphalt overlay of 0.91 miles of two road segments and one parking area at the park under solicitation number 6982AF23B000010. The project involves improving existing roads and a parking area that experience wear through regular use and require resurfacing and structural repair work to restore them for continued vehicular traffic.

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Other files for this federal contract opportunity

Other files attached to OK FLAP CLE 10(1), Lake Thunderbird Access, newest first.
File	Type	Posted
Bid Opening Summary Sched and Opt. OK FLAP CLE 10(1), Lake Thunderbird Access.pdf	PDF	Apr 12, 2023
6982AF23B000010 Questions and Answers 04 04 2023.pdf	PDF	Apr 4, 2023
Interested Vendors List 04 04 2023.pdf	PDF	Apr 4, 2023
INTERESTED VENDORS LIST 03 20 2023.pdf	PDF	Mar 20, 2023
6982AF23B000010 Questions and Answers 03 20 2023.pdf	PDF	Mar 20, 2023
OK FLAP CLE 10(1) Lake Thunderbird Access 100 Percent Pavement Report.pdf	PDF	Mar 10, 2023
Lake Thunderbird Utility Plans 8-75.pdf	PDF	Mar 10, 2023
FP-14_Eng.pdf	PDF	Mar 10, 2023
6982AF23B000010 IFB OK FLAP 10(1) Lake Thunderbird Access .pdf	PDF	Mar 10, 2023

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02/15/23 for:

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

N o v e m b e r

S h e e t

F .0

F L H

O K

F L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

Y M

L E

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

UTILITY SYMBOLS

SIGN SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

GUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

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

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

National

Roadway Obliteration Boundaries

Roadway Centerline (With Station ticks)

Proposed

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

Building (Existing, Proposed)

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

MAPPING SYMBOLS

Guardwall (Existing, Proposed)Treeline

Guardrail (Existing, Proposed) Tree

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

Guardrail (Existing, Proposed) Tree

GUARDRAIL, BARRIER & WALL SYMBOLSLANDSCAPING & VEGETATION SYMBOLS

N o v e m b e r

S h e e t

F .0

F L H

O K

F L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t P ro d u c ti o n \S

Y M

(G R

C A

)F T

N P

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

STATE PROJECT

NO.

SHEET

D A

T E

G N

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SURVEY CONTROL

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

101+90.41

110+45.08

139+60.71

200+21.12

204+85.55

208+60.93 n/a* n/a* n/a* n/a* n/a*

-51.44

-38.62

54.98

23.00

50.72

-35.63 n/a* n/a* n/a* n/a* n/a*

*See notes

5. Point 2010 - This point is located along Breakwater Drive. This Option was removed from the project Options.

This point is located along Breakwater Drive. This Option was removed from the project Options.4. Point 2009 -

3. Point 2008 - This point is located along Breakwater Drive. This Option was removed from the project Options.

2. Point 2004 - This point is located at the Turkey Pass Parking Lot, inside island 1. See sheet D1.

1. Point 2003 - This point is located at the Turkey Pass Parking Lot, 51.55' south of the existing stop sign. See sheet D1.

NOTES:

VICINITY MAP

35 miles

To Oklahoma City, OK

H W

D a m

R d

T h u n d e r b ir d

E Lindsey St.

C h a p a rr a l R d . C o u n tr y w o o d E s ta te s th A v e S

F is c h e r D r

Y u cca R d n d A v e S

C ha pa rr al R d.

th A v e S

E1 th A v e S

E th A v e S

E n d A v e S

A r e a

R o a d

A r e a R o a d

Calypso Cove Ave

C a ly p s o C o v e A v e

B re a k w a te r

D r

Clear Bay Avenue

See site map, sheet A6

Clear Bay Avenue

Schedule A

See site map, sheet A6

Turkey Pass Parking Area

Schedule A

See site map, sheet A7

Area 2 Road

Option X

Staging Area

Scale in Feet

500' 1000'01000' 2000'

136th Ave SE

See site map, sheet A7

Cutting Culvert Location

Area 2 Road

Option X

Park boundary

Turkey Pass Campground

S e p te m b e r

V a c in it y

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\1 S it e M a p s \S

T E

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

Station 100+38

CLEAR BAY AVENUE

OK FLAP CLE 10(1)

Begin Schedule A

Turkey Pass Parking Area

OK FLAP CLE 10(1)

Schedule A

Equine Pullout

SCHEDULE A

SITE MAP

Turkey Pass Campground

Station 139+30

Clear Bay Avenue

OK FLAP CLE 10(1)

End Schedule A

800'400'0

Scale in Feet

Lake Thunderbird pay station

Clear Bay trails trailhead

MP 0.92

Cleaning culvert in place

OK FLAP CLE 10(1)

Schedule A

H W

A r e a

R o a d

Park boundary

C lear B ay A ven u e

S e p te m b e r

S c h e d u le

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\1 S it e M a p s \S

T E

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

Station 200+00

Area 2 Road

OK FLAP CLE 10(1)

Begin Option X

Station 208+81

Area 2 Road

OK FLAP CLE 10(1)

End Option X

OPTION X

SITE MAP

800'400'0

Scale in Feet

Turkey Pass Parking Area

Calypso Cove Marina

Turkey Pass Campground

Critter Alley Campground

MP 0.15

Removal of pipe culvert (cut culvert), see Sheet F1

Clean culvert in place

Area 2 Road

OK FLAP CLE 10(1)

Option X

A r e a

R o a d

A r e a

R o a d

C a ly p s o C o v e A v e

Calypso Cove Ave

B re a k w a te r

D r

C lear B ay A ve

Park boundary

200+00

201+00

202+00

203+00

204+00

205+00

206+00

+00

8+00

:3 e p te m b e r

O p ti o n s

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\1 S it e M a p s \S

T E

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

A7 roadway aggregate

STA 100+38 to STA 103+57

SCHEDULE A

MAINLINE TYPICAL SECTION 1

existing ground

Approximate

2%2%

Tack coat between lifts

Construction Limits

6.0'

Shldr 0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 7" shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

4" Asphalt concrete Pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ. both sides)

See sheet A13 for safety

1:4 1:4

STA 132+00 to STA 139+30

STA 127+80 to STA 128+80

STA 110+30 to STA 127+00

STA 103+57 to STA 105+48

SCHEDULE A

MAINLINE TYPICAL SECTION 2

ground existing

Approximate

Tack coat between lifts

Construction Limits

0.5'

Shldr

0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 7" shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

4" Asphalt concrete pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ. both sides)

See sheet A13 for safety

1:4 1:4 for pullout tie in

See cross sections

0.0'-5.0'

Curve widening

See T13 for centerline striping details

See A8 for curve widening details

0.0'-3.0'

Curve widening

NO SCALE

PAVEMENT SECTION

CLEAR BAY AVENUE

Fog seal

Tack coat

Prime coat

8-inch depth with cement, Full depth reclamation pavement

2" Asphalt concrete nominal maximum aggregate size.

1. ODOT Type S5 should have a 3/8-inch

Notes:

pavement

2" Asphalt concrete

See T13 for centerline striping details

See A8 for curve widening details

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

Varies

F e b r u a r y

T y p ic a l s e c ti o n s B

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n

\T Y

C L

(1 d g n

TYPICAL SECTIONS

MAINLINE

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

STA 128+80 to STA 129+30

STA 127+00 to STA 127+80

STA 105+48 to STA 110+30

SCHEDULE A

MAINLINE TYPICAL SECTION 3

existing

Approximate

Tack coat between lifts

Construction Limits

0.5'

Shldr

0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 7" shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

4" Asphalt concrete pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ. both sides)

See sheet A13 for safety

1:4

1:4 1:

and plan and profiles

See cross sections

Ditch depth varies

STA 129+30 to STA 132+00

SCHEDULE A

MAINLINE TYPICAL SECTION 4

Approximate

Tack coat between lifts

Construction Limits

0.5'

Shldr

0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 7" shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

4" Asphalt concrete pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ.both sides)

See sheet A13 for safety

1:4 1:4 1:

and plan and profiles

See cross sections

Ditch depth varies

1:3

See cross sections

Ditch depth varies

0.0'-3.0'

Curve widening

NO SCALE

See T13 for centerline striping details

See A8 for curve widening details

See T13 for centerline striping details

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

Varies

F e b r u a r y

T y p ic a l s e c ti o n s B

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \T

Y P

L E

(1 d g n

TYPICAL SECTIONS

MAINLINE

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

A10

STA 200+30 to STA 205+90

OPTION X

MAINLINE TYPICAL SECTION 5

Match existingMatch existing

Tack coat between lifts

Construction Limits

0.5'

Shldr

0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 6" shouldering up.

Place over the shoulder after

Windrow conserved topsoil. Prime coat, method 1 placed in two lifts

3.5" Asphalt concrete pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ. both sides)

See sheet A13 for safety

1:4

1:50

MAINLINE TYPICAL SECTION 6

Match existingMatch existing existing

Approximate

Tack coat between lifts

Construction Limits

0.5'

Shldr

0.5'

Shldr

Existing asphalt pavement (depth varies) past proposed edge of asphalt (typ. both sides)

Extend full depth reclamation 6" shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime Coat placed in two lifts

3.5" Asphalt concrete pavement, Fog Seal

10.5' Typical

Traveled way

10.5' Typical

Traveled way

8-inch depth

Full depth reclamation with cement, edge detail (typ. both sides)

See sheet A13 for safety

1:4 1:4

STA 205+90 to STA 208+81

OPTION X

NO SCALE

ground existing

Approximate nominal maximum aggregate size.

1. ODOT Type S5 should have a 3/8-inch

Notes:

PAVEMENT SECTION

AREA 2 ROAD

Fog seal

Tack coat

Prime coat

8-inch depth with cement, Full depth reclamation pavement

2" Asphalt concrete pavement

1.5" Asphalt concrete

See T13 for centerline striping details

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

30'

Maximum construction limit offset

Varies

6.0'

Varies

F e b r u a r y

T y p ic a l

S e c ti o n s B

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \T

Y P

L E

(1 d g n

TYPICAL SECTIONS

MAINLINE

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

A11

SCHEDULE A

TURKEY PASS PARKING LOT SECTION

existing ground

ApproximateMatch existing shouldering up.

Place over the shoulder after

Windrow conserved topsoil.

Prime coat, method 1 placed in two lifts

3.5" Asphalt concrete pavement, Parking lot

8-inch depth

Full depth reclamation with cement, edge detail (typ.both sides)

See sheet A13 for safety

1:4

Construction Limits nominal maximum aggregate size.

1. ODOT Type S5 should have a 3/8-inch

Notes:

PAVEMENT SECTION

TURKEY PASS PARKING LOT

Fog seal

Tack coat

Prime coat

8-inch depth with cement, Full depth reclamation pavement

2" Asphalt concrete pavement

1.5" Asphalt concrete

Varies

F e b r u a r y

T y p ic a l

S e c ti o n s D

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \T

Y P

L E

(1 d g n

TYPICAL SECTION

PARKING LOT

TURKEY PASS

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

A12

PROFILE

NO SCALE

Existing pavement existing asphalt

Saw cut

Tack Coat

TYPICAL TRANSVERSE TRANSITION DETAIL

CONNECTION DETAILS

M a tc h e x is ti n g

Asphalt concrete pavement

Finished pavement

Tack coat

TYPICAL CONCRETE CURB CONNECTION DETAIL

SECTION

Finished pavement

(see typical sections)

Concrete Pavement

Asphalt

8-inch depth

Full depth reclamation with cement, SAFETY EDGE DETAIL pavement

Edge of proposed existing ground

Approximate

Full depth reclamation with cement, 8-inch depth

First lift of asphalt

Second lift of asphalt

Existing edge of asphalt

Method 2 (see note)

Roadway Aggregate, material and supplemental

Shoulder up with windrowed specified in typical sections proposed pavement as wider than top edge of

Construct pulverized base

8-inch depth to back face of curb

Extend full depth reclamation with cement, Parking Area

Existing edge of asphalt

1:4 necessary for drainage and appearance.

Then place topsoil on slope. Shape and compact according to Subsection 204.1 as

Windrow existing topsoil to toe of slope, shoulder up with roadway aggregate, method 2.

NOTE:

PROFILE

Existing pavement existing asphalt

Saw cut

Tack Coat

TYPICAL PULLOUT TRANSITION DETAIL

M a tc h e x is ti n g

Finished pavement

(see typical sections)

Concrete Pavement

Asphalt

8-inch depth

Full depth reclamation with cement, Varies

±3.5%

PROFILE

Tack Coat

TYPICAL ASPHALT CURB CONNECTION DETAIL

Finished pavement

(see typical sections)

Concrete Pavement

Asphalt

8-inch depth

Full depth reclamation with cement, Existing asphalt curb

Existing pavement

Match existing

Parking Area

8-inch depth

Full depth reclamation with cement, D e p th v a r ie s

D R ty p

D e p th v a r ie s

D R ty p

D e p th v a r ie s

D R ty p

N o v e m b e r

C o n n e c ti o n s D e ta il s B

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n

\T Y

C L

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

A13 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

NOTE:

Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter base edge

Aggregate

FDR base with 8-inch roadway aggregate base.

paved. Where the existing approach is unpaved, substitute thicknesses and foreslopes when existing approach is

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 f f ic e r

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

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.

Typical culvert location edge subgrade

Normal

Aggregate base edge R

R1 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

maximum.

0% to -2% grade. Under special conditions, use 6% grades within ±3.5%. 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

Variable

V a ria b le

A s

M a in li

Mainline

±3.5%

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

(optional) design grade

Typical maximum

A B

SECTION A-A

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

ROAD SECTIONS

TYPICAL APPROACH

widths greater than 15 feet.

Apply the normal crown (2%) 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) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

4' (typ.)

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

Subgrade edge

Aggregate base edge

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing grade ±10% Typical maximum

VPI

VPC

90°

Total length

Variable

3' minimum

16'x

20' desired 15' min.

1.3'

1.3' d

4' (typ.)

N o v e m b e r

T y p ic a l S e c ti o n s A p p ro a c h

R o a

F L H

O K

F L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t P ro d u c ti o n \T

Y P

L E

(1 d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

A14

Transition Taper, T1 Length, L Transition Taper, T2

Normal Shoulder

W id th

NO SCALE

Normal Shoulder

MATCH EXISTING PULLOUT PLAN

Mainline Mainline pullout area

Match existing irregularRadius

TYPICAL PARALLEL PULLOUT PLAN

Existing Slope

Variable ground Existing

See Detail B

1:4 3.

Width Shown in Table Above

Mainline Shoulder

Normal Limit of

PAVED PULLOUT TYPICAL SECTION

Varies 4.

Asphalt concrete pavement

DETAIL B

1:4 3.

See Typ. Sec.

material aggregate

8" roadway

Section aggregate, see Typical

Shoulder up with roadway pavement edge (safety edge)

Construct 30°

Notes:

See Typ. Sec.

base material

8" roadway aggregate

See Typ. Sec.

concrete pavement

4" asphalt

Pullout surfacing and earthwork quantities are included in mainline quantities.

See the mainline cross sections for cross slope.

as necessary, but not steeper than 1:2, to stay on the existing bench.

Construct a 1:4 foreslope unless otherwise directed by the CO. Steepen the foreslopes lift prior to placing the second lift.

Place asphalt concrete pavement in two lifts. Apply tack coat to the first

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

30°

:0 a y

S u r_ ft

F L

H D

O F

T F

T ri c k e l

P a rk

R o a d

\D ra w in g s \D

G N

S h e e t

P ro d u c ti o n

\S ta n d a rd

D e ta il s \T

Y P

C H

-A

O P

T -W

P u ll o u ts .d g n

TYPICAL SECTIONS

PULLOUT

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

A15

Sheet and Description

B6 B7 B8-B11 B12-B13 B14

Surfacing

Summaries

Approach Roads &

Turnout

Summaries

Miscellaneous

Summaries

Signing and

Pavement

Markings

Summaries

Temporary Traffic

Control

Summaries

Allowances Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-3000 SURVEY AND STAKING, PARKING

AREA LPSM All ALL

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 3 3

A0080 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.737 0.737

A0100 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.737 0.737

A0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0180 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0200 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

A0220 20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1

A0240 20301-2000 REMOVAL OF PIPE END SECTION EACH 1 1

A0260 20301-2400 REMOVAL OF SIGN EACH 8 8

A0280 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 1,592 78 1,670

A0300 20302-2310 REMOVAL OF CABLE LINE

(Traffic Detector) LNFT 30 30

A0320 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 3 3

A0340 20401-0000 ROADWAY EXCAVATION CUYD 578 22 600

A0360 20402-0000 SUBEXCAVATION CUYD 10 10

A0380 20425-1000 DITCH, EXCAVATION LNFT 1,120 40 1,160

A0400 25701-0400 CONTRACTOR FURNISHED

REINFORCED CONCRETE RETAINING

WALL DESIGN LPSM ALL

A0420 25801-0000 REINFORCED CONCRETE RETAINING

WALL SQFT 260 260

A0440 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 200 227 23 450

A0460 30502-0800 FULL DEPTH RECLAMATION WITH

CEMENT, 8-INCH DEPTH SQYD 10,270 8,181 919 19,370

A0480 30510-0000 CEMENTITIOUS MATERIAL TON 175 139 16 330 Used 4% of Full Depth Reclamation tonnage for estimating purposes

A0500 40301-0000 ASPHALT CONCRETE PAVEMENT TON 2,195 1,678 107 3,980

A0520 40601-0000 FOG SEAL TON 6.1 5.4 11.5

A0540 41101-1000 PRIME COAT, METHOD 1 TON 8.6 7.2 0.7 16.5

A0560 41105-0000 BLOTTER TON 5 5

A0580 41201-0000 TACK COAT TON 4.1 3.6 0.3 8.0

h tt p s

/d ja n d a -m y .s h a re p o in t.

c o m

/p e rs o n a l/ c o n o r_ m c a rd le d ja n d a c o m

/D o c u m e n ts

/D e s k to p /N e w

T b ir d s u m m a ry b ro k e n .x ls m

]S h e t

MileStone: 100%

Date Completed: 02/15/23

Report Date: 02/15/23

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -F e b -2

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated

Quantities

STATE PROJECT

B1OK

SHEET

NUMBER

FLAP CLE 10(1)

LAKE THUNDERBIRD ACCESS

Surfacing

Summaries

Approach Roads &

Turnout

Summaries

Miscellaneous

Summaries

Signing and

Pavement

Markings

Summaries

Temporary

Traffic Control

Summaries

Allowances Bid

Schedule

A0600 50101-0800 MINOR CONCRETE PAVEMENT,

REINFORCED, 8-INCH DEPTH SQYD 89 89

A0620 60201-0600 18-INCH PIPE CULVERT LNFT 28 2 30

A0640 60201-0800 24-INCH PIPE CULVERT LNFT 36 2 38

A0660 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 3 3

A0680 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 2 2

A0700 60704-0000 CLEANING CULVERT IN PLACE EACH 4 4

A0720 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 1,573 27 1,600

A0740 60915-1000 WHEELSTOP, CONCRETE EACH 8 8

A0760 61401-0000 LEAN CONCRETE BACKFILL CUYD 4 4

A0780 61501-0100 SIDEWALK, CONCRETE SQYD 148 2 150

A0800 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 29 1 30

A0820 61509-0000 DETECTABLE WARNING PANELS SQYD 7 3 10

A0840 61801-0000 CONCRETE BARRIER LNFT 88 2 90

A0860 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 80

A0880 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 80

A0900 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 80

A0920 62201-1300 BULLDOZER, 160HP MINIMUM

FLYWHEEL POWER HOUR 80

A0940 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 80

A0960 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 80

A0980 62301-0000 GENERAL LABOR HOUR 100

A1000 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

A1020 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

A1040 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 5,458 242 5,700

A1060 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.12 0.06 1.18

A1080 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 1.12 0.06 1.18

A1100 62520-0000 FERTILIZER ACRE 1.12 0.06 1.18

A1120 63301-0000 SIGN SYSTEM EACH 14 14

Remarks and/or Determination of Estimated Quantity

-F e b -2

MileStone: 100%

Date Completed: 02/15/23

Report Date: 02/15/23 h tt p s

/d ja n d a -m y .s h a re p o in t.

c o m

/p e rs o n a l/ c o n o r_ m c a rd le d ja n d a c o m

/D o c u m e n ts

/D e s k to p /N e w

T b ir d s u m m a ry b ro k e n .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

B2OK

SHEET

NUMBER

FLAP CLE 10(1)

Surfacing

Summaries

Approach Roads &

Turnout

Summaries

Miscellaneous

Summaries

Signing and

Pavement

Markings

Summaries

Temporary Traffic

Control

Summaries

Allowances Bid

Schedule

A1140 63308-1000 OBJECT MARKER, TYPE 1 EACH 6 6

A1160 63316-1000 REMOVE AND RESET SIGN EACH 3 3

A1180 63401-0450 PAVEMENT MARKINGS, TYPE B,

DOTTED LNFT 788 788

A1200 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 4.456 0.044 4.500

A1220 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 52 52

A1240 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

A1260 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 20 20

A1280 63502-1400 TEMPORARY TRAFFIC CONTROL,

VERTICAL PANEL EACH 10 10

A1300 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 20 20

A1320 63502-2000 TEMPORARY TRAFFIC CONTROL,

PORTABLE CHANGEABLE MESSAGE

SIGN EACH 2 2

A1340 63503-0300 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 LNFT 24 24

A1360 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 367 367

A1380 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.737 0.737

A1400 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,000 1,000

A1420 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 400 400

A1440 63602-6020 SYSTEM INSTALLATION, TRAFFIC

DETECTOR WIRE LOOP EACH 1 1

A1460 63701-0000 FIELD OFFICE EACH 1

A1480 64604-1000 FIXTURE, HANDRAIL LNFT 230 10 240

-F e b -2

MileStone: 100%

Date Completed: 02/15/23

Report Date: 02/15/23 h tt p s

/d ja n d a -m y .s h a re p o in t.

c o m

/p e rs o n a l/ c o n o r_ m c a rd le d ja n d a c o m

/D o c u m e n ts

/D e s k to p /N e w

T b ir d s u m m a ry b ro k e n .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Schedule A

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

Remarks and/or Determination of Estimated Quantity

B3OK

SHEET

NUMBER

FLAP CLE 10(1)

Surfacing

Summaries

Approach Roads &

Turnout

Summaries

Miscellaneous

Summaries

Signing and

Pavement

Markings

Summaries

Temporary Traffic

Control

Summaries

Allowances Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 0.161 0.161

X0060 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 0.161 0.161

X0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0100 15401-0000 CONTRACTOR TESTING LPSM ALL

X0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0140 15701-0000 SOIL EROSION CONTROL LPSM ALL

X0160 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

X0180 20301-1900 REMOVAL OF PIPE CULVERT (CUT

CULVERT) EACH 1 1

X0200 20301-2400 REMOVAL OF SIGN EACH 1 1

X0220 20401-0000 ROADWAY EXCAVATION CUYD 73 7 80

X0240 20402-0000 SUBEXCAVATION CUYD 737 73 810

X0260 20425-1000 DITCH, EXCAVATION LNFT 590 30 620

X0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 35 1 36

X0300 30502-0800 FULL DEPTH RECLAMATION WITH

CEMENT, 8-INCH DEPTH SQYD 2,175 82 113 2,370

X0320 30510-0000 CEMENTITIOUS MATERIAL TON 37 1 2 40 Used 4% of Full Depth Reclamation tonnage for estimating purposes

X0340 40301-0000 ASPHALT CONCRETE PAVEMENT TON 405 16 9 430

X0360 40601-0000 FOG SEAL TON 1.3 0.1 1.4

X0380 41101-1000 PRIME COAT, METHOD 1 TON 1.8 0.1 0.1 2.0

X0400 41105-0000 BLOTTER TON 2 2

X0420 41201-0000 TACK COAT TON 0.9 0.1 1.0

X0440 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

X0460 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20

X0480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 20

X0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20

X0520 62201-1300 BULLDOZER, 160HP MINIMUM

FLYWHEEL POWER HOUR 20

X0540 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20

X0560 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 20

-F e b -2

MileStone: 100%

Date Completed: 02/15/23

Report Date: 02/15/23 h tt p s

/d ja n d a -m y .s h a re p o in t.

c o m

/p e rs o n a l/ c o n o r_ m c a rd le d ja n d a c o m

/D o c u m e n ts

/D e s k to p /N e w

T b ir d s u m m a ry b ro k e n .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

B4OK

SHEET

NUMBER

FLAP CLE 10(1)

Surfacing

Summaries

Approach Roads &

Turnout

Summaries

Miscellaneous

Summaries

Signing and

Pavement

Markings

Summaries

Temporary Traffic

Control

Summaries

Allowances Bid

Schedule

X0580 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 10

X0600 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10

X0620 62405-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH SQYD 1,636 14 1,650

X0640 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.34 0.01 0.35

X0660 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.34 0.01 0.35

X0680 62520-0000 FERTILIZER ACRE 0.34 0.01 0.35

X0700 63301-0000 SIGN SYSTEM EACH 1 1

X0720 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 0.849 0.001 0.850

X0740 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL

X0760 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 20 20

X0780 63502-1400 TEMPORARY TRAFFIC CONTROL,

VERTICAL PANEL EACH 10 10

X0800 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 20 20

X0820 63503-0300 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 LNFT 24 24

X0840 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 367 367

X0860 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 0.161 0.161

X0880 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 210 210

X0900 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 80 80

-F e b -2

MileStone: 100%

Date Completed: 02/15/23

Report Date: 02/15/23 h tt p s

/d ja n d a -m y .s h a re p o in t.

c o m

/p e rs o n a l/ c o n o r_ m c a rd le d ja n d a c o m

/D o c u m e n ts

/D e s k to p /N e w

T b ir d s u m m a ry b ro k e n .x ls m

]S h e e t

SUMMARY OF QUANTITIES - Option X

Line

Item

No.

Pay Item

Number Pay Item Description Unit

Estimated

B5OK

SHEET

NUMBER

FLAP CLE 10(1)

SUMMARIES

SURFACING

Sheet 1 of 9

Aggregate base ......................... 139 lbs/cuft

Hot asphalt concrete pavement ... 145 lbs/cuft

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

F e b r u a r y

M is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

AND TURNOUTS

APPROACH ROADS

Sheet 2 of 9

Aggregate base ......................... 139 lbs/cuft

Hot asphalt concrete pavement ... 145 lbs/cuft

Fog seal ................................... 0.15 gal/yd2 (240 gal/ton)

Tack Coat ................................. 0.1 gal/yd2 (240 gal/ton)

Prime Coat ............................... 0.2 gal/yd2 (240 gal/ton)

These quantities are added into the surfacing summary.

NOTE:

F e b r u a r y

M is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

MISCELLANEOUS

Sheet 3 of 9

:2 o v e m b e r

M is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

Sheet 4 of 9

(see note 1)

1. Shouldering material quantity includes material remaining for shouldering work. It was calculated using volumes adjusted for shrink/swell.

NOTE:

N o v e m b e r

M is c e ll a n o u s S u m m a r y

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

Sheet 5 of 9

N o v e m b e r

M is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

B10

Sheet 6 of 9

N o v e m b e r

M is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

B11

SIGNING

Sheet 7 of 9 is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

B12

PAVEMENT MARKINGS

Sheet 8 of 9 is c e ll a n o u s S u m m a r

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

B13

CONTROL

TEMPORARY TRAFFIC

Sheet 9 of 9

*Utilize the temporary traffic controls from Schedule A for Option X

:5 o v e m b e r

M is c e ll a n o u s S u m m a r y

F L

H D

K F

L A

P C

L E

A K

E T

H U

N D

E R

D D

E S

\D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \S

U M

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(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

FLAP CLE 10(1)

B14

Y T I

L I

T U D

E I

R U

N R

A W

T P

T G P S

T P

W F

W V

W F

G P S

200'100'0

Scale in Feet

1132.89EL

match existing

Begin pavement improvements, 100+38 pullout, match existing

FDR and pave existing wire loop

Install traffic detector

Removal of cable line

100+40 approach improvements through

See Z2 for drainage

105+93 excavation, Rt

Begin ditch

105+48 excavation, Rt

End ditch

110+30

Construction limits

Stop ahead

Sign system, Removal of sign

106+58

Speed limit 25 MPH

Sign system, Removal of sign

106+70

101+73.34

103+73.56

110+50.14

113+17.24 typ.

Construction limits, Bottom of ditch, Rt

Proposed 24-inch pipe culvert

Begin curve widening

101+52 Lt End curve widening

103+24 Lt widening

Begin curve

103+57 Rt

End curve widening

106+05 Rt

STA 106+34.53 STA 110+22.76

STA 106+07.32

N40°00'41"W

N °4

'187.24L =

'97.89T =

'260.00R =

(RT)41°15'46"Δ =

104+85.11PI

'112.06L = '58.79T = '150.00R =

(LT)42°48'17"Δ =

102+40.92PI

1,150

1,140

1,130

1,120

1,110

98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00

1,110

1,120

1,130

1,140

1,150

45'

N o v e m b e r

C le a r

B a y

C le a r

B a y S h e t]

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \P

N P

B A

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

C1 matchline at existing asphalt Tie into existing road limits, typ.

Construction existing pullout, match for pay station Limits of paving

Revegetate staging area improvements Begin pavement 100+38 raised 0.33' above existing grade Approximate proposed grade

Existing grade existing curb Protect

PLAN AND PROFILE

CLEAR BAY AVENUE

MAINLINE

improvements See Z1 for drainage 105+48

H W

1.000%

0.350%

2.54 0%

ELEV 1132.37

OFF 23.57'

ELEV 1133.84

OFF 19.45'

ELEV 1135.08

OFF 18.61'

areas near existing underground water and sanitary sewer.

anecdotal information from the Park. Work with caution in utilities is based on as-builts with limited information and services were not surveyed. The location of each of those The underground water and underground sanitary sewer

NOTE:

T P

F P

T P

200'100'0

Scale in Feet match existing

FDR and pave existing approach, improvements

See Z3 for drainage

115+74 excavation, Rt

Begin ditch

127+00 excavation, Rt

End ditch

127+80

-0.797% ditch, Rt

Bottom of

Protect existing pipe culvert

STA 127+00.00

STA 127+80.00

N41°33'12"W

'95.08L =

'47.57T =

'1,000.00R =

(LT)05°26'51"Δ =

127+45.74PI

1,140

1,130

1,120

1,110

1,100

113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00

1,100

1,110

1,120

1,130

1,140

N o v e m b e r

C le a r B a y

C le a r

B a y -1

S h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \P

N P

B A

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

C2 raised 0.33' above existing grade Approximate proposed grade

Existing grade limits, typ.

Construction

PLAN AND PROFILE

CLEAR BAY AVENUE

MAINLINE

shift is 5.6' Max alignment shift, Rt Begin alignment 126+05 alignment shift, Rt Begin vertical 125+00

-0.797%

-2.769%

108'VC

K = 55

SSD = 1381'

ELEV 1119.80

OFF 15.00'

ELEV 1119.14

OFF 15.07'

areas near existing underground water and sanitary sewer.

200'100'0

Scale in Feet

1110.77EL

End ditch excavation, Rt

132+00 excavation, Lt

Begin ditch

129+30 tie into existing ditch

Grade shoulder to drain around corner, away from road

Grade existing shoulder to drain

137+00 to 137+60 Lt

Begin ditch excavation, Rt

128+80 excavation, Lt

End ditch

132+00 limits, typ.

Construction

Existing grade

Bottom of ditch, Lt

Bottom of ditch, Rt

Proposed 18" pipe culvert extension

Speed limit 25 MPH

Sign system, Removal of sign

130+01

End alignment shift, Rt

136+45

STA 128+79.45

STA 132+00.00

STA 129+30.00

N47°00'03"W

N69°0 6'07

N73° 40'

27" W

N50°50'08"W

'159.44L =

'80.79T =

'400.00R =

(RT)22°50'19"Δ =

137+53.02PI

'231.44L = '117.18T = '600.00R =

(LT)22°06'04"Δ =

131+14.33PI

'59.85L = '29.94T = '750.00R =

(LT)04°34'20"Δ =

136+09.01PI

1,130

1,120

1,110

1,100

1,090

128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00

1,090

1,100

1,110

1,120

1,130

1,090

1,100

1,110

1,120

1,130

45'

N o v e m b e r

C le a r B a y

C le a r

B a y -2

S h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \P

N P

B A

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

OK LAKE THUNDERBIRD ACCESS

C3 limits, typ.

Construction raised 0.33' above existing grade Approximate proposed grade match existing improvements, End pavement 139+30

Grade ditches to tie into culvert inlet See sheet Z4 for drainage improvements 128+77

PLAN AND PROFILE

CLEAR BAY AVENUE

MAINLINE

End alignment shift, Rt 136+45 Match existing

139+30

117' VC

K = 80

SSD = INF'

28' VC

K = 49

SSD = 592' 107' VC

K = 50

SSD = 207'

219' VC

K = 85

SSD = 581'

+0.661% +0.092% -2.057%

+0.658%

1.000% 0.500%

0.822%

ELEV 1116.97

OFF 15.94'

ELEV 1118.12

OFF -24.00'

ELEV 1120.28

OFF -15.61'

ELEV 1119.92

OFF 16.81'

areas near existing underground water and sanitary sewer.

G P S

200'100'0

Scale in Feet

Begin ditch excavation Rt

200+00 match existing improvements, End pavement

208+81 of pavement, typ.

Proposed edge transition realignment

Begin roadway

201+78 transition realignment

End roadway

202+68 surface width.

2' depth, 11' Lt

End subexcavation, subexcavation, Lt

End daylighting

206+52 transition

Roadway realignment

205+18 to 205+39

PLAN AND PROFILE

AREA 2 ROAD

OPTION X

approach, match existing

FDR and pave existing

2' depth, 11' Rt

Begin subexcavation, 201+60

2' depth, 11' Rt

End subexcavation, 204+38 tie into existing centerline

End roadway realignment, 206+62

End ditch excavation, Rt

205+90 daylighting limits, typ.

Proposed subexcavation check dam details

Refer to sheet E2 for dams along ditch, typ.

Install riprap check A match existing improvements, Begin pavement

200+30 raised 0.29' above existing grade

Approximate proposed grade match existing improvements, Begin pavement

200+30 realignment

Begin roadway

201+76

Proposed grade realignment

End roadway

206+62

Existing grade raised 0.29' above existing grade

Approximate proposed grade match existing improvements, End pavement

208+81 grade to proposed grade

Transition from existing grade to proposed grade

Transition from existing a minium grade of 0.5% using slope taper of 1:8 and

Tie ditch into existing grade

+3.93 8%

+2.200%

+5.9 85%

+7.0

25' VC

K = 14

SSD = 202'

145' VC

K = 38

SSD = 233' 70' VC

K = 63

SSD = INF'

130' VC

K = 32

SSD = 145'

.7 width, daylight Lt

2' depth, 11' Lt surface

Begin subexcavtion, 201+60 road profile grades

Grades match proposed

Bottom of ditch, Rt

L = 80.69

T = 40.35

R = 2,400.00

Δ = 01°55'34" (RT)

PI 201+84.55

L = 59.87' T = 29.94' R = 2,400.00

Δ = 01°25'45" (LT)

PI 202+59.52

L = 230.68' T = 117.23' R = 525.00'

Δ = 25°10'30" (LT)

PI 207+30.25

Stop sign Sign system, Removal of sign 206+40

STA 200+00.00

STA 200+16.81

STA 205+60.00

STA 205+90.00

ELEV match existing

OFF 21.01'

ELEV match existing

OFF 21.01'

ELEV 1071.63

OFF 21.01'

ELEV 1098.67

OFF 21.01'

underground water and sanitary sewer.

the Park. Work with caution in areas near existing limited information and anecdotal information from each of those utilities is based on as-builts with sewer services were not surveyed. The location of The underground water and underground sanitary

NOTE:

T 2

200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00

1,050 1,050

1,060 1,060

1,070 1,070

1,080 1,080

1,090 1,090

1,100 1,100

1,110 1,110

1,120 1,120

1,130 1,130

209+00199+00

45'

N o v e m b e r

A re a

S h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

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\5 S h e e t

P ro d u c ti o n \P

N P

R E

L E

(1 d g n

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

GPS

100'50'0

Scale in Feet either side of sidewalk.

Install fixture, handrail retaining wall.

End reinforced concrete concrete

End accessibility ramp, concrete

Begin 5' wide sidewalk, tie into existing sidewalk

End 5' wide sidewalk, concrete, reinforced, 8-inch depth

Minor concrete pavement, detectable warning panels

Install 31.5'X2'

Removal of curb, asphalt, around island 2 under proposed sidewalk

Removal of curb, asphalt, 12-inch depth along sidewalk

Begin curb, concrete

FDR and paving

Proposed limits of

7. See Sheets T21-T23 for handrail details

6. See Sheet T14 for stall dimensions

5. See Sheet T12 for concrete barrier details warning panel details

4. See Sheet T11 for wheelchair ramp and detectable

3. See Sheet T10 for sidewalk, concrete details

2. See Sheet T9 for wheelstop, concrete details

1. See Sheet T8 for curb, concrete details

NOTE:

2% landing

8% ramp

2% landing

8% ramp

End 5% sidewalk run grades to existing grades

Begin matching sidewalk

16' concrete

Removal of sidewalk, FDR and paving

Proposed limits of of asphalt

Existing edge

Install curb, concrete 12-inch depth around island 2

End 6.5' ADA landing

Begin accessibility ramp, concrete

Begin 6.5' ADA landing concrete barrier

Install 87.5' of

12-inch depth along sidewalk

End curb, concrete

Island 1

Island 2

Graded ditch, see Sheet D5

Wheelstop, concrete, typ.

ADA parking stall, typ. Standard parking stall, typ.

Trailer parking stall, typ.

Begin curb, concrete 12-inch depth

Begin removal of curb, asphalt

End curb, concrete 12-inch depth

End removal of curb, asphalt

Protect existing concrete pad

Begin curb, concrete 12-inch depth

Begin removal of curb, asphalt

End curb, concrete 12-inch depth

End removal of curb, asphalt work limits in this area equipment beyond the defined

No work or storage of

NOTE:

handrail both sides of sidewalk.

retaining wall. Install fixture, Begin reinforced concrete

Begin 5% sidewalk run grades to existing grades

End matching sidewalk

N o v e m b e r

C a ll o u t s h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

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\5 S h e e t

P ro d u c ti o n

\P R

(T P

P A

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(1 d g n

LAYOUT

PARKING LOT

TURKEY PASS

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

GPS

X Y

AB R8

Sheet 1 of 2

120'60'0

Scale in Feet

Transition from existing grades to proposed 3.5" grade raise.

Approximate transition area.

asphalt transition, typ.

Approximate limits of

N o v e m b e r

O v e r a ll g r a d in g s h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n

\P R

(T P

P A

L E

(1 d g n

GRADING SHEET

TURKEY PASS PARKING LOT

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

GPS

R10

R11

AK AL

AM AN

R12

R13

R14

BA BB

R15

R16

Sheet 2 of 2

120'60'0

Scale in Feet

*See Sheets D5-D6 for island elevations asphalt transition, typ.

Approximate limits of

Transition from existing grades to proposed 3.5" grade raise.

Approximate transition area.

DITCH TYPICAL SECTION

Existing ground

See parking lot typical section

Proposed parking lot section

Ditch profile

Varies (max 1:4) Varies (max 1:4)

O c to b e r

O v e r a ll g r a d in g s h e e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n

\P R

(T P

P A

L E

(1 d g n

GRADING SHEET

TURKEY PASS PARKING LOT

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

GPS

C D

Q R

U V

AJ AI

80'40'0

Scale in Feet

N o v e m b e r

S id e w a lk

G r a d in g S h e

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n

\P R

(T P

P A

L E

(1 d g n

SIDEWALK GRADING SHEET

PARKING LOT

TURKEY PASS

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

-8.000%

-8.000% -8.000%-2.000%

-2.000%

Scale in Feet

40'20'0

1045'

Top back of reinforced concrete retaining wall

Fixture, handrail

Concrete barrier sections

PLAN

PROFILE

Proposed grade (top of wall)

Existing grade

Proposed top of sidewalk wall, measure 4" above the proposed asphalt.

1. Profile depicted is located on the top back of retaining

Notes:

S17°13'12"W

'9.68L =

'6.26T =

'6.00R =

(LT)92°26'42"Δ =

0+06.26PI

N18°36'04"E

N20 °0

3' "W

'62.09L = '32.20T = '95.00R =

(LT)37°27'00"Δ =

0+84.41PI

1+ .6

POE

-0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30

1,040 1,040

1,050 1,050

1,060 1,060

1,070 1,070

-4.995% -5.362% -7.000% -10.238%

' VC10 10' VC ' VC5

N o v e m b e r

U n n a m e d

P la n -2

R e t

W a ll

S h e e t]

F L

H D

K F

L A

P C

L E

L A

K E

T H

U N

D E

R B

D E

N \D ra w in g s \D

G N

\5 S h e e t

P ro d u c ti o n \P

N P

P P

C L

(1 d g n

TOP BACK ALIGNMENT

RETAINING WALL

TURKEY PASS PARKING LOT

STATE PROJECT

NUMBER

SHEET

LAKE THUNDERBIRD ACCESS

204-A

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

SUBEXCAVATION DETAIL

NO SCALE

item. See Section 204.

All items shown within the pay limits are included in the pay

714.03. Utilize Type 2 as specified in Table 714-6.

Install stabilization geogrid layer according to Subsection

prior to chemically treating.

FDR material to limits specified in plans for…

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