LAMR 10(3)_ PLANS_Repackage_2022-09-07.pdf

CURTIS R SCOTT Digitally signed by CURTIS R SCOTT Date: 2022.09.02 07:27:42 -06'00'

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

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

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

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

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

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

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

NPS PMIS No.: 190837 & 190835

:4

A

M

A u g u s t

B a s e .B

.U S

C

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

TX FTNP LAMR 10(3) & ALFL 103(1) A.2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

36 31

36 31

6 1

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

NPS PMIS NO.: 190837 & 190835

:4

A u g u s t

B a s e .B

O

R D

V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll \C

F L -B o rd e rs

.c e l

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.3

NPS PMIS NO.: 190837 & 190835

SURVEY CONTROL8

:3

J u ly

S u r v e y

C o n tr o l

F

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n

\C T

L (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.4

See key map, sheet A.6

& Parking Lot

Sanford Yake Road

Schedule A

See key map, sheet A.8

Fritch Fortress Road

Schedule A

See key map, sheet A.7

Blue West Access Road

Schedule A

See key map, sheet A.10

Alibates Auto Tour Road

Option Z

Alibates Access Roads

Bates Canyon &

Option Y

Scale in Miles

20 4

Optional hot plant site

Staging Area

See key map, sheet A.9

& Parking Lots

Harbor Bay

Schedule A

NPS PMIS NO.: 190837 & 190835

Staging Area

Staging Area

To Amarillo

Fritch

Borger

30 miles

:5

J u n e

V ic in it y

M a p

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S T

E (L

A M

R )F

T N

P .d g n

VICINITY MAP

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.5

KEY MAP

& PARKING AREA

SANFORD YAKE ROAD

SCHEDULE A

E = 637046.548

N = 3895963.575

16+40

Begin Sanford Yake

E = 639228.789

N = 3901772.485

89+73

End Sanford Yake

Parking Area

NPS PMIS NO.: 190837 & 190835

10+00

20+00

30+00

40+00

50+00

60+00

70+00

Optional Staging Area

:0

P e p te m b e r

S a n f o r d

Y a k e

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S T

E (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.6

ACCESS ROAD

BLUE WEST

SCHEDULE A

E = 612699.398

N = 3893655.536

200+40

Access Road

Begin Blue West

E = 617218.545

N = 3894931.081

274+02

Access Road

End Blue West

NPS PMIS NO.: 190837 & 190835

Staging Area

+00

260+00

:2

A u g u s t

B lu e W e s t

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n \S

T E

(L A

M R

)F T

N P

.d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.7

ROAD KEY MAP

FRITCH FORTRESS

SCHEDULE A

E = 629110.796

N = 3891577.241

100+30

Begin Fritch Fortress

E = 628107.847

N = 3894814.888

170+79

End Fritch Fortress

NPS PMIS NO.: 190837 & 190835

0+

120+00

130+00

150+00

160+00

Parking Lot

:1

J u n e

F r it c h F o r tr e

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S T

E (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.8

PARKING AREAS

HARBOR BAY &

SCHEDULE A

E = 618395.800

N = 3879588.030

303+50

Begin Harbor Bay

E = 617905.338

N = 3882009.172

332+05

End Harbor Bay

Parking Area A

Parking Area B

NPS PMIS NO.: 190837 & 190835

320+00

330+

:4

J u n e

H a r b o r B a y

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S T

E (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.9

E = 595284.294

N = 3855144.531

405+80

Begin Bates Canyon

E = 595164.069

N = 3858590.071

444+80

End Bates Canyon

E = 595826.624

N = 3856034.968

500+15

Begin Alibates Access

E = 604053.823

N = 3858487.303

624+00

End Alibates Access

E = 604011.252

N = 3858624.313

700+00

Begin Alibates Tour E = 604683.258

N = 3859518.343

712+19

End Alibates Tour

TOUR ROAD

OPTION Z - ALIBATES AUTO

& ALIBATES ACCESS ROADS

OPTION Y - BATES CANYON

NPS PMIS NO.: 190837 & 190835

Staging Area

410+

420+00

440+00

+00

560+00

570+00

710+00

Parking Lot

Alibates Visitor's Center

:2

A u g u s t

A li b a te

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n \S

T E

(L A

M R

)F T

N P

.d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.10

SAFETY EDGE DETAIL

pavement

Edge of proposed existing ground

Approximate

Full depth reclamation, method 2, 6-inch depth

Asphalt

Alibates Access Road

Bates Canyon Road

Harbor Bay

Blue West Access Road

Fritch Fortress Road

Sanford Yake Road

Varies, match existing Traveled way

MAINLINE TYPICAL SECTION 1

existing ground

Approximate

Match existingMatch existing ground existing

Approximate

Tack coat between lifts

Construction Limits

Traveled way

Varies

Shoulder structural section Section for pavement

See Mainline Typical

Existing ground

TYPICAL PAVED DITCH SECTION

protect in place

Existing curb, method 2, 6" depth

Full depth reclamation, Tack Coat t h ic k n e s s t h ic k n e s s

Fog Seal

6"

Varies, match existing Traveled way

6" 6"

Edge of existing pavement

Existing edge of asphalt

1' min

Varies, Shldr

1' min

Varies, Shldr

Bottom of existing asphalt pavement (depth varies) past existing edge of asphalt (typ. both sides)

Extend full depth reclamation 6"

Varies Varies

NPS PMIS NO.: 190837 & 190835

Aggregate, Method 2

Shoulder up with Roadway up.

the shoulder after shouldering off to the side. Re-lay over

Conserve topsoil - push

Top of existing asphalt pavement

Full depth reclamation, method 2, 6" depth

Prime Coat

4" compacted depth (Placed in 2 lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, Varies

Varies

NOTE:

be varied by the CO.

2. Dimensions shown are approximate and may are not shown.

1. Existing superelevated and widened sections

Existing asphalt

Alibates Access Road

Bates Canyon Road

Harbor Bay

Blue West Access Road

Fritch Fortress Road

Sanford Yake Road

SAFETY EDGE DETAIL

method 2, 6-inch depth

Full depth reclamation, Asphalt

Alibates Auto Tour Road proposed pavement

Edge of

6" depth

Full depth reclamation, method 2, Prime Coat

4" compacted depth (Placed in 2 lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, PARKING LOT SECTION pavement (depth varies)

Bottom of existing asphalt

Alibates Visitor Parking Lot

Bates Canyon Road

Harbor Bay Parking Areas

Fritch Fortress Parking Lot

Sanford Yake Parking Lot

TYPICAL SECTION

MAINLINE

:0 e p te m b e r

P la n

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\T Y

P (U

P A

T )F

T N

P .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.11

2% Typical

2H:1V

2H:

1V

ALIBATES AUTO TOUR ROAD SECTION 2

9' Traveled Way

2% Typical

Roadway Aggregate, Method 2, 6" compacted depth

Approximate existing ground

710+00 TO 712+19

9' Traveled Way

ALIBATES AUTO TOUR ROAD SECTION 1

709+50 to 710+00 Transition

700+00 TO 709+50

2H:

1V

2% Typical 2% Typical

Approximate existing ground

Prime coat

Tack coat between lifts

See detail sheet A.11

Safety edge (typ. both sides)

See detail sheet A.11

(typ. both sides)

Safety edge

Embankment construction

Embankment construction

Shldr 1'

4.5' Shldr 1'

4.5'

Shldr 1'

4.5' Shldr 1'

4.5'

Embankment only.

2. No excavation of existing ground from 706+00 to end.

1. See cross sections in section X for details.

Note:

NPS PMIS NO.: 190837 & 190835

3" compacted depth (Placed in 2 lifts).

aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete pavement, Gyratory mix, 3" compacted depth (Placed in 2 lifts).

aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete pavement, Gyratory mix, Roadway Aggregate, Method 2, 6" compacted depth

Tack coat between lifts

Prime coat

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Seeding Limit .

Method 2 to tie into existing ground Extend Roadway Aggregate, Limit Seeding

Seeding Limit Seeding Limit

L im it s

C o n s tr u c ti o n

L im it s

C o n s tr u c ti o n

L im it s

C o n s tr u c ti o n

L im it s

C o n s tr u c ti o n

6" compacted depth

Roadway Aggregate, Method 2, 3" compacted depth (Placed in 2 lifts).

aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete pavement, Gyratory mix, construction

Embankment

PARKING LOT SECTION

ALIBATES AUTO TOUR PARKING LOT

existing ground

Approximate

TYPICAL SECTION

MAINLINE

:4 e p te m b e r

P la n

S h e t]

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\T Y

P (U

P A

T )F

T N

P .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.12

PROFILE

NO SCALE

Existing pavement existing asphalt

Saw cut

Tack Coat

TYPICAL TRANSITION DETAIL

CONNECTION DETAILS

M a tc h e x is ti n g

M a tc h e x is ti n g method 2, 6" depth

Full depth reclamation (FDR), 4" compacted depth (Placed in 2 equal lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, Finished pavement Tack coat gutter or ditch) also be existing concrete place (curb shown, could

Existing concrete, protect in

TYPICAL CONCRETE EDGE DETAIL

SECTION

NPS PMIS NO.: 190837 & 190835

Finished pavement

4" compacted depth (Placed in 2 equal lifts) aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete Pavement, Gyratory mix, method 2, 6" depth

Full depth reclamation (FDR), Traveled way

12'

Shoulder

F

D R

F

D R

:4

A u g u s t

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

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n \T

Y P

(U P

A T

)F T

N P

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) A.13

Sheet and Description

B5-B10 B11-12 B13-B17 B18 B19-B21

SURFACING

APPROACH

ROADS

TABULATION

OF

QUANTITIES

TEMPORARY

TRAFFIC

CONTROL

SIGNING AND

PAVEMENT

MARKINGS

ALLOWANCES

Bid

Schedule

A0001 15101-0000 MOBILIZATION LPSM All ALL

A0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 4.659 4.659

A0003 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

A0004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0005 15401-0000 CONTRACTOR TESTING LPSM ALL

A0006 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0007 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 750 750

A0008 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 600 600

A0009 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM All ALL Contract Quantity

A0010 20301-2300 REMOVAL OF SIGN/MARKER EACH 2 2

A0011 20301-3300 REMOVAL OF VAULT EACH 1 1

A0012 20301-3400 REMOVAL OF WHEELSTOP EACH 15 15

A0013 20302-0500 REMOVAL OF CURB, CONCRETE LNFT 780 20 800

A0014 20302-1200 REMOVAL OF GUARDRAIL LNFT 3,815 205 4,020

A0015 20303-0300 REMOVAL OF CONCRETE SQYD 4 4

A0016 20303-0300 REMOVAL OF CONCRETE, CONCRETE DITCH SQYD 136 9 145

A0017 20401-0000 ROADWAY EXCAVATION CUYD 169 31 200

A0018 20402-0000 SUBEXCAVATION CUYD 611 59 670

A0019 25110-0200 GROUTED RIPRAP, METHOD A, CLASS 2 CUYD 38 7 45

A0020 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 1,291 76 1,367

A0021 30302-1000 DITCH RECONDITIONING LNFT 200 200

A0022 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH SQYD 98,946 3,255 4,799 107,000

A0023 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 21,855 713 632 23,200

A0026 40601-0000 FOG SEAL TON 60.9 2.1 2.0 65.0

A0027 41101-1000 PRIME COAT, METHOD 1 TON 85.8 2.8 0.4 89.0

A0028 41201-0000 TACK COAT TON 40.1 1.4 4.5 46.0

A0029 41401-1000 CRACKS, ROUTING, CLEANING AND SEALING LNFT 750 750

A0030 50202-0000 SEALING JOINTS AND CRACKS LNFT 4,280 4,280

A0031 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 460 50 510

A0032 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 45 45

A0033 60906-1000 GUTTER, CONCRETE SQYD 136 14 150

A0034 60920-0000 RESET WHEELSTOP EACH 15 15

A0035 61501-0100 SIDEWALK, CONCRETE SQYD 28 3 31

A0036 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS B STEEL POSTS LNFT 4,025 150 4,175

A0037 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (STAINED) EACH 4 4

A0038 61702-1700 TERMINAL SECTION, TYPE MGS-BAT (STAINED) EACH 4 4

A0039 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0040 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 40 40

MileStone: Repackage Date Completed: 07/12/22 Report Date: 07/12/22

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A -J u l-

:5 A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/A ct iv eP ro je ct s/

S h a re d D o cu m en ts /7

.0

C

FL

H

D

T X F

TN

P L

A M

R

(3

A

LF

(1

R ep a ck a g e/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [s u m m a ry xl sm

]S h ee t

STATE PROJECT

B.1

FTNP LAMR 10(3)

& ALFL 106(1)

TX

SHEET

NUMBER

SURFACING

APPROACH

ROADS

TABULATION

OF

QUANTITIES

TEMPORARY

TRAFFIC

CONTROL

SIGNING AND

PAVEMENT

MARKINGS

ALLOWANCES

Bid

Schedule

A0041 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

A0042 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 40 40

A0043 62301-0000 GENERAL LABOR HOUR 100 100

A0044 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

A0045 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20

A0046 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.494 0.106 0.600

A0047 62515-2000 MULCHING, HYDRAULIC METHOD (BONDED FIBER MATRIX) ACRE 0.494 0.106 0.600

A0048 63301-0000 SIGN SYSTEM EACH 15 15

A0049 63308-2000 OBJECT MARKER, TYPE 2 EACH 7 7

A0050 63309-0200 DELINEATOR, TYPE 2 EACH 247 247

A0051 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (12" WHITE) LNFT 648 648

A0052 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (6" WHITE) MILE 18.636 0.264 18.900

A0053 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4" WHITE) MILE 5.086 0.114 5.200

A0054 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4" YELLOW) MILE 18.636 0.264 18.900

A0055 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 34 34

A0056 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

A0057 63502-1000 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 36-INCH EACH 10 10

A0058 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 100 100

A0059 63502-1400 TEMPORARY TRAFFIC CONTROL, VERTICAL PANEL EACH 100 100

A0060 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 8 8

A0061 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 4 4

A0062 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 128 128

A0063 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 286 36 322

A0064 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 4.7 4.7

A0065 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,570 2,570

A0066 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 360 360

A0067 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP EACH 4 4

-S ep -2

:1 P

M

MileStone: Repackage Date Completed: 07/12/22 Report Date: 07/12/22 h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/A ct iv eP ro je ct s/

S h a re d D o cu m en ts /7

.0

C

FL

H

D

T X F

TN

P L

A M

R

(3

A

LF

(1

R ep a ck a g e/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [s u m m a ry xl sm

]S h ee t (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

B.2

FTNP LAMR 10(3)

& ALFL 106(1)TX

SHEET

SURFACING

APPROACH

ROADS

TABULATION

OF

QUANTITIES

TEMPORARY

TRAFFIC

CONTROL

SIGNING AND

PAVEMENT

MARKINGS

ALLOWANCES

Bid

Schedule

Y0001 15101-0000 MOBILIZATION LPSM All ALL

Y0002 15210-3000 CENTERLINE, VERIFICATION AND STAKING MILE 3.085 3.085

Y0003 15214-3000 SURVEY AND STAKING, PARKING AREA LPSM All ALL

Y0004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Y0005 15401-0000 CONTRACTOR TESTING LPSM ALL

Y0006 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 250 250

Y0007 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 200 200

Y0008 20302-1200 REMOVAL OF GUARDRAIL LNFT 300 15 315

Y0009 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 407 26 17 450

Y0010 30402-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH SQYD 50,681 569 750 52,000

Y0012 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 10,795 130 575 11,500

Y0014 40601-0000 FOG SEAL TON 29.8 0.4 0.8 31.0

Y0015 41101-1000 PRIME COAT, METHOD 1 TON 42.3 0.6 0.1 43.0

Y0016 41201-0000 TACK COAT TON 19.8 0.3 0.9 21.0

Y0017 61701-5100 GUARDRAIL SYSTEM MGS, TYPE 4, CLASS B STEEL POSTS LNFT 450 10 460

Y0018 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT (STAINED) EACH 2 2

Y0019 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 40 40

Y0020 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

Y0021 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20

Y0022 63301-0000 SIGN SYSTEM EACH 20 20

Y0023 63302-0000 SIGN SYSTEM SQFT 4.5 1.5 6.0

Y0024 63309-0200 DELINEATOR, TYPE 2 EACH 189 189

Y0025 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID (12" WHITE) LNFT 120 120

Y0026 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (6" WHITE) MILE 12.336 0.664 13.000

Y0027 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4" WHITE) MILE 0.8 0.8

Y0028 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (4" YELLOW) MILE 12.336 0.664 13.000

Y0029 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 8 8

Y0030 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

Y0031 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 4 4

Y0032 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

Y0033 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 64 64

Y0034 63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 3.0 3.0

Y0035 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 310 310

Y0036 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 110 110

Y0037 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP EACH 2 2

-J u l-

:5 A

M

MileStone: Repackage Date Completed: 07/12/22 Report Date: 07/12/22 h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/A ct iv eP ro je ct s/

S h a re d D o cu m en ts /7

.0

C

FL

H

D

T X F

TN

P L

A M

R

(3

A

LF

(1

R ep a ck a g e/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [s u m m a ry xl sm

]S h ee t (3

SUMMARY OF QUANTITIES - Option Y

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

B.3

FTNP LAMR 10(3)

& ALFL 106(1)

TX

SHEET

SURFACING

APPROACH

ROADS

TABULATION

OF

QUANTITIES

TEMPORARY

TRAFFIC

CONTROL

SIGNING AND

PAVEMENT

MARKINGS

ALLOWANCES

Bid

Schedule

Z0001 15101-0000 MOBILIZATION LPSM All ALL

Z0002 15216-2000 SURVEY AND STAKING, GRADE FINISHING STAKES MILE 0.462 0.462

Z0003 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING CONTROL MILE 0.231 0.231

Z0004 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

Z0005 15401-0000 CONTRACTOR TESTING LPSM ALL

Z0006 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 750 750

Z0007 20104-0000 CLEARING ACRE 0.534 0.066 0.600

Z0008 20301-3400 REMOVAL OF WHEELSTOP EACH 3 3

Z0009 20420-0000 EMBANKMENT CONSTRUCTION CUYD 140 20 160

Z0010 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 576 24 600

Z0012 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL TON 306 9 315

Z0014 40601-0000 FOG SEAL TON 0.9 0.9

Z0015 41101-1000 PRIME COAT, METHOD 1 TON 1.2 1.2

Z0016 41201-0000 TACK COAT TON 0.6 0.1 0.7

Z0017 60920-0000 RESET WHEELSTOP EACH 3 3

Z0018 61501-0100 SIDEWALK, CONCRETE SQYD 9 1 10

Z0019 62201-3500 LOADER, WHEEL, SKID STEER, 40HP MINIMUM HOUR 40 40

Z0020 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40 40

Z0021 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 20 20

Z0022 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.166 0.004 0.170

Z0023 62515-2000 MULCHING, HYDRAULIC METHOD (BONDED FIBER MATRIX) ACRE 0.166 0.004 0.170

Z0024 63309-0200 DELINEATOR, TYPE 2 EACH 9 9

Z0025 63501-1000 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR LPSM All ALL

-J u l-

:5 A

M

MileStone: Repackage Date Completed: 07/12/22 Report Date: 07/12/22 h tt p s:

d ja n d a .s h a re p o in t.

co m /s it es

/A ct iv eP ro je ct s/

S h a re d D o cu m en ts /7

.0

C

FL

H

D

T X F

TN

P L

A M

R

(3

A

LF

(1

R ep a ck a g e/

E n g in ee ri n g /D o cs

/C o st

E st im a te s/ [s u m m a ry xl sm

]S h ee t (4

SUMMARY OF QUANTITIES - Option Z

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

B.4

FTNP LAMR 10(3)

& ALFL 106(1)TX

SHEET

SUMMARIES

MISCELLANEOUS

Sheet 1 of 17

NPS PMIS NO.: 190837 & 190835

0.2 gal/yd2 (233 gal/ton)Prime Coat

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

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

1% of weight of mixAntistrip

145.2 lb/ft3Hot asphalt concrete pavement

139 lb/ft3Aggregate Base

Values used for estimating purposes:

:2

J u ly

A s p h a lt a n d F

D R

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.5

Sheet 2 of 17

NPS PMIS NO.: 190837 & 190835

:2

J u ly

A s p h a lt a n d F

D

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.6

Sheet 3 of 17

NPS PMIS NO.: 190837 & 190835

:3

J u ly

A s p h a lt a n d F

D

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.7

Sheet 4 of 17

NPS PMIS NO.: 190837 & 190835

:4

J u ly

A s p h a lt a n d F

D

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.8

Sheet 5 of 17

NPS PMIS NO.: 190837 & 190835

:4

J u ly

A s p h a lt a n d F

D

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.9

Sheet 6 of 17

NPS PMIS NO.: 190837 & 190835

:5

J u ly

A s p h a lt a n d F

D

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.10

Sheet 7 of 17

NPS PMIS NO.: 190837 & 190835

:5

J u ly

T u r n o u ts

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.13

Sheet 8 of 17

NPS PMIS NO.: 190837 & 190835

:2

J u ly

A p p r o a c h R o a d

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.11

Sheet 9 of 17

NPS PMIS NO.: 190837 & 190835

:5

J u ly

A p p r o a c h R o a d

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.12

Sheet 10 of 17

NPS PMIS NO.: 190837 & 190835

:0

J u ly

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.14

Sheet 11 of 17

NPS PMIS NO.: 190837 & 190835

:5

J u n e

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.15

Sheet 12 of 17

NPS PMIS NO.: 190837 & 190835

excavation quantity.

has been accounted for with the additional roadway

Construction are measured in place. Shrink/swell

2. Roadway Excavation and Embankment

Subexcavation not paid directly, but is subsidiary to 20402-0000

1. Unclassified borrow used in subexcavation is

Note:

:1

J u ly

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.16

Sheet 13 of 17

Connect to existing pull boxes.

2. Place Traffic Counters in locations directed by the CO.

as the rail to at least 6" below the finished ground surface.

1. All exposed guardrail posts are to be colored the same

Note:

NPS PMIS NO.: 190837 & 190835

:0

J u ly

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.17

Sheet 14 of 17

NPS PMIS NO.: 190837 & 190835

2. Use vehicle positioning guides per Detail 635-3.

schedule/options awarded.

for under Schedule A, but will be used for all barricades for closing up to 2 roads) will be paid

3 for road closures. The barricades (2 sets of 4

1. Use temporary traffic control, barricade type

Notes:

:3 e p te m b e r

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.18

Sheet 15 of 17

NPS PMIS NO.: 190837 & 190835

:1

J u ly

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.19

Sheet 16 of 17

NPS PMIS NO.: 190837 & 190835

:2

J u ly

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.20

Sheet 17 of 17

NPS PMIS NO.: 190837 & 190835

:5

J u n e

M is c e ll a n e o u

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S U

M (L

A M

R )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) B.21

N48°48 '38"E N67°50'41"E

.1

.6

.0

T

.0

P O

B

.7

K=13

168' VC

700+00 701+00 702+00 703+00 704+00 705+00

2,970 2,970

2,980 2,980

2,990 2,990

3,000 3,000

3,010 3,010

3,020 3,020

3,030 3,030

3,040 3,040

3,050 3,050

+5.397%

+2.980%

+18 .48

9%

.3

' VC50

21K =

'390.18SSD =

,9

.2

Approximate existing ground

Profile grade

N

Slope stake limits

Slope stake limits

Proposed edge of pavement

Proposed edge of pavement

Centerline

El. = 2,991.29

E = 604011.252

N = 3858624.313

700+00

AUTO TOUR ROAD

BEGIN ALIBATES

L = 66.44'

T = 33.53'

R = 200.00'

Δ = 19°02'03" (RT)

PI 700+41.17

L = 545.26' T = 278.09' R = 1,125.63'

Δ = 27°45'16" (LT)

PI 703+67.23

A lib a te s A cce ss R o a d of road Existing edge of asphalt Existing edge

AND PROFILE

MAINLINE PLAN

Existing drainage

NPS PMIS NO.: 190837 & 190835

Grade ditch to drain spaced per detail on C157-53 Place wattles in ditchline to prevent erosion, 80'40'0

Scale in Feet

'R

22'R

:1

O c to b e r

P la n

S h e e t]

F

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n

\P N

P (U

P A

T )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) C.1

N40°05'25"E

N00 °1

2'

"W

.4

.5

.4

706+00 707+00 708+00 709+00 710+00

3,010 3,010

3,020 3,020

3,030 3,030

3,040 3,040

3,050 3,050

3,060 3,060

3,070 3,070

3,080 3,080

3,090 3,090

.9

K=15

208' VC

K=18

60' VC

.0

.6

K=23

214' VC

+4.194%

+7.556

-1.611%

Approximate existing ground

Profile grade

N

Slope stake limits

Slope stake limits

Proposed edge of pavement

L = 182.89'

T = 95.41'

R = 260.00'

Δ = 40°18'10" (LT)

PI 708+92.00

AND PROFILE

MAINLINE PLAN

Existing drainage

Existing drainage

NPS PMIS NO.: 190837 & 190835

80'40'0

Scale in Feet

:1

A u g u s t

P la n

S h e

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1 d g n

\P N

P (U

P A

T )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) C.2

N00°12'45"W N07°08'47

"W N03°15'23"EN06°45'39"E

.3

.6

P

E

.3

.6

P

.6

K=48

136' VC

711+00 712+00

3,030

3,040

3,050

3,060

3,070

3,080

3,090

3,100

+1.213%+1.213%

,0

.7

3,030

3,040

3,050

3,060

3,070

3,080

3,090

3,100

.6

P

Approximate existing ground

Profile grade

N

Slope stake limits

Proposed edge of pavement

Proposed parking area

Existing shelter

Protect in place

Existing stairs

Protect in place

Existing vault toilet

El = 3,065.79

E = 604683.258

N = 3859518.343

STA 712+18.65

AUTO TOUR ROAD

END ALIBATES

Proposed edge of pavement

Existing stairs

Protect in place

Existing vault toilet

PARKING LOT DETAIL

N

AND PROFILE

MAINLINE PLAN

Pave up to stairs

See detail sheet T.5

Concrete sidewalk, Protect in place

Existing pavilion

NPS PMIS NO.: 190837 & 190835

80'40'0

Scale in Feet Scale in Feet

7.5'0 15' sheet A.12

See parking lot section, L = 36.31'

T = 18.18'

R = 300.00'

Δ = 06°56'03" (LT)

PI 711+00.24

24'

5'R 5' R

5' R

5'R

2.5'R 2.5 'R

7.5' R

2.

5'

R

:2 e p te m b e r

P la n

S h e

.0

C

F L H

D

T X

F T

N P

L A

M R

(3

A

L F

(1

R e p a c k a g e \D

G N

\P N

P (U

P A

T )F

T N

P .d g n

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) C.3

2. Final layout will be directed by CO.

1. See sheets T.14 and T.15 for pavement marking details

Notes:

Sidewalk, concrete

Place gutter, concrete (25 ft)

Removal of concrete, concrete ditch (25 ft)

Removal of guardrail, 100 ft

12-inch depth, 460 ft

Begin Curb, concrete, Removal of vault

12-inch depth

End Curb, concrete, Reset wheelstop (typ)

See detail this sheet

5 ft wide x 64 ft long x 2 ft depth asphalt may be required.

edge of water, removal of

Construct grouted riprap above

Seed eroded slope

Seeding, hydraulic method

Length varies, stripe to match existing

Seed eroded slope

Seeding, hydraulic method

Protect in place

Existing edge of concrete

(bonded fiber matrix)

Mulching, hydraulic method

(bonded fiber matrix)

Mulching, hydraulic method

NPS PMIS NO.: 190837 & 190835

(bonded fiber matrix)

Mulching, hydraulic method

Seed eroded slope

Seeding, hydraulic method

Pave over top after performing FDR grade (6" thickness)

Place base aggrerate to match existing fill material (6" depth)

Roadway excavation to remove existing

Place object markers (5)

See parking lot section, sheet A.11

Scale in Feet

0 30' 60'

GROUTED RIPRAP DETAIL

Existing ground parking lot section

Finished grade, during placement.

Use thick grout to minimize flow riprap to fill and match existing.

with riprap. Adjust quantity of

Place 1ft of grout before filling grout surface and minimize visibility of

Place riprap to show rock

9'

.5

5'

:4 e p te m b e r

S a n f o r d

Y a k

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S S

T (L

A M

R )F

T N

P .d g n

SANFORD YAKE PARKING LOT

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) C.4

Harbor Bay Road

2. Final layout will be directed by CO.

1. See sheets T.14 and T.15 for pavement marking details

Notes:

Parking Lot B lined ditch

Begin fog seal in asphalt ditch at culvert inlet

End fog seal in asphalt lined

12-inch depth

Curb and gutter, concrete, Removal of curb, concrete

Scale in Feet

0 30' 60' paved ditches prior to fogging

Perform crack seal operations in

Ditch Cleaning

Place accessibility signs

Parking Lot A accessible parking

Max 1.8% slope in

Remove and replace wheelstop

See parking lot section, sheet A.11

See parking lot section, sheet A.11

12' 2

9'

12'

:1 e p te m b e r

H a r b r

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S S

T (L

A M

R )F

T N

P .d g n

HARBOR BAY PARKING LOT

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) C.5

2. Final layout will be directed by CO.

1. See sheets T.14 and T.15 for pavement marking details

Notes:

Scale in Feet

80'40'0

Place accessibility signs

Protect in place

Concrete gutter, Reset wheelstop Protect in place

Drainage, 44 sign foundations (typ.)

Removal of concrete, Protect in place

Existing fence, Protect in place

Curb, gutter

Place One Way Sign

See parking lot section, sheet A.11

See parking lot section, sheet A.11

:1 e p te m b e r

F ri tc h

L

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S S

T (L

A M

R )F

T N

P .d g n

FRITCH FORTRESS PARKING LOT

STATE PROJECT

NUMBER

FTNP LAMR 10(3) & ALFL 106(1) C.6

Bates Canyon Road

Alibates Access Road

2. Final layout will be directed by CO.

1. See sheets T.14 and T.15 for pavement marking details

Notes:

Scale in Feet

40'20'0

Place accessibility signs Reset wheelstops (typ.)

See parking lot section, sheet A.11

9'

:2 e p te m b e r

A li b a te s

.0

C

F L

H D

T

X F

T N

P L

A M

R

(3

A

L F

(1

R e p a c k a g e \D

G N

\S S

T (L

A M

R )F

T N

P .d g n

ALIBATES PARKING LOT

STATE PROJECT

NUMBER

FTNP LAMR 10(3) & ALFL 106(1) C.7

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 d

NOTE:Paved length

(1:6 desirable)

1:4 or flatter base edge

Aggregate thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

TYPICAL PLAN

TYPES 1 & 2

APPROACH ROAD

TYPICAL PLAN

TYPE 3

APPROACH ROAD

base edge

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

O f f ic e r

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

Approach Road

Flatten slope road connection on plan and profile sheet

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

Under special conditions, the approach road angle 8.

4.

3.

8.

2.

3.

1.

6.

2.

6.

2.

6.

7.

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

8.

7.

6.

5.

4.

3.

2.

1.

maximum.

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

Construct approach roads with landing areas having approach road centerline.

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

Vary radii to fit unusual field conditions. Do not reduce

5. 5.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

Variable

V a ria b le

A s

B

A

B

M a in li

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

A

V a ria b le

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

TYPICAL SYMBOL

M a in li grade (optional)

Typical maximum design

A

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

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

CLASSTYPE

APPLICATION

SAMPLE

Paved apron

ADT ≥ 200

100 ≤ ADT < 199

25 ≤ ADT < 100

ADT < 25

Minimum 2-Way Use

Logging Truck Use

Farm Equipment

Minimum 1-Way Use

Field Access

A

E

D

C

B

A

D

C

B

A

* Match existing

(ft) W

WIDTH

MIN.

(ft) R

RADIUS

MIN.

N/A

4' (typ.)

U

S E

R

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

End Section A-A

Total length

Paved length

90° W

Type

Class

Mainline stationing

Typical maximum grade ±10%VPI

VPC

90°

Total length

WW

Variable

W

Variable

3' minimum

16'x

20' desired 15' min.

1.3'

W

1.3' d

4' (typ.)

4' (typ.)

:2

A u g u s t

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

R o a d s

F .0

C

F L H

D

T X

F T

N P

L A

M R

(3

A

L F

(1 d g n \T

Y P

(U P

A T

)F T

N P

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) D.1

SILT FENCE

6" min. trench

6" min.

18" min.

30" min.

24" min.

C157-50

NOTE:

DETAIL APPROVED FOR USE

REVISED: 08/2014 07/2020

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

U s e r A n g e la .J o h n s o n

STATE PROJECT

NUMBER

SHEET

5.

4.

3.

2.

1.

713.16(a).

Furnish geotextile conforming to subsection

6 ft. (max.)

fence support mesh = withoutPost spacing

10 ft. (max.)

fence support mesh =withPost spacing running around the ends.

fence up the slope to prevent water from

As the slope is constructed, curve the silt contours as closely as possible.

Install silt fence to follow the ground manufacturer's recommendations.

machine-sliced silt fence according to the slicing as approved by the CO. Install

Silt fence may be installed using machine

ELEVATION

PLAN

POST AND GEOTEXTILE INSTALLATION DETAIL

SILT FENCE INSTALLATION AT TOE OF FILL

Flow Fi ll slo pe

Flow

T o e o f s lo p e

Flow

(undisturbed)

Existing ground

END POSTS DETAIL

PLAN

PLAN

END DETAIL

ELEVATION

Fi ll sl op e

Steel or wood post

Backfilled and compacted soil

Limits of clearing

Steel or wood post

Varies

See Note 3 for spacing

See Note 4

NO SCALE

PLAN

T o e o f s lo

Note 3See

Staple or tie

Top of posts tied together.

Posts driven tightly together.

Steel or wood posts

POSTS AT JOINTS

See End Posts Detail

End posts

Staple or tie

SILT FENCE AS PERIMETER CONTROL

Fill

Existing ground

Sheet flow Silt fence

PLAN

SECTION A-A

A

A

Roadway

Edge of shoulder

Edge of shoulder

Toe of slope

Toe of slope

Posts Detail

See End

End posts

Silt fence

Fence support mesh (optional) See Typical Section Sheet

See note 5

Geotextile

See note 5

Geotextile

See note 5

Section A

Geotextile

Fasten fabric to posts.

each post one full turn.

Fold geotextile around

See note 5

Section B

Geotextile

TX

FTNP LAMR 10(3) & ALFL 106(1) E.1

CHECK DAM

6"

6''

(ft) (ft)

12" (min.)

DETAIL APPROVED FOR USE 01/2011

C157-53

(ft)

12'' (typ.)

6'' min

6" min.

16" min

Trench 2" min.

12" (min.)

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Expose stakes 2" (min.) above top of fiber roll.

Drive stakes into undisturbed soil of trench bottom 16" (min).

2' (max) spacing.

Drive stakes at each end of the fiber roll and at

Stake fiber rolls in place with 1⅛" x 1⅛" wood stakes.

Install check dams in ditches perpendicular to the flowline.

Repair all rills or gullies and properly compact prior to installation.

requirements of the check dam device.

may be used as approved by the CO, to meet the functional

Check dams of fiber rolls, riprap, or gravel bags

9" Ø min.

Fiber roll

Trench 2" min.

REVISED: 08/2014

STATE PROJECT

NUMBER

SHEET

P

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

dams on ditch grades steeper than 5%.

fiber roll. Do not use fiber roll check

* Spacing calculated based on 9" Ø min

6%

5%

4%

3%

2%

RIPRAP CHECK DAM

CROSS SECTION

PLAN

NO SCALE

Flow

Flow

Se e

Not e

GRADE

DITCH

6%

5%

4%

3%

2%

CROSS SECTION CROSS SECTION

V-DITCH

Class 1 riprap on ditch grades steeper than 6%

* Do not use gravel bag check dams

GRAVEL BAG CHECK DAM

See Note 6 the ends to prevent flow around

Curve ends upstream similar for flat-bottom ditches.

Check dam installation details are

V-ditch design shown.

5%

4%

3%

2%

See Note 5

Flow Line Class 1 riprap

Gravel bag

STAKING DETAIL

FIBER ROLL

uphill side of fiber roll

Place excavated material on

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

(See Note 7)

CHECK DAM SPACING

RIPRAP

FIBER ROLL CHECK DAM

CROSS SECTION

FLAT-BOTTOM DITCH

SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

SPACING (max.)

CHECK DAM

GRADE

DITCH

GRADE

DITCH

TX FTNP LAMR 10(3) & ALFL 106(1) E.2

NPS PMIIS NO.: 190837 & 190835

12" min.

DETAIL APPROVED FOR USE 01/2011

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

L im it

C le a r in g

S ta k e

S lo

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

A

M N C

F L D

P I T D r a w in g s F P F P

D e ta il s C .d g n

U s e r A n g e la .J o h n s o n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U.S. CUSTOMARY DETAIL

DETAIL

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll along contours

Install fiber rollsWood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

REVISED: 12/2017

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

E.3TX FTNP LAMR 10(3) & ALFL 106(1)

204-A to Subsection 418.03

Remove pavement according

6" Aggregate base to a depth of 24" base and subgrade material

Remove damaged pavement, pavement

Existing base course

Existing

NOTE:

1.

conditions encountered at time of construction.

Extent of patch to be determined by the CO based on

2.

3.

4.

material.

Asphalt millings can be used as acceptable crushed aggregate

SUBEXCAVATION DETAIL

SUBEXCAVATION

NO SCALE

item. See Section 204.

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

714.03.

Install stabilization geogrid layer according to Subsection select granular

18" Unclassified borrow or

Stabilization geogrid

5.

prior to paving.

Complete full-depth reclamation after completing patch and

A.12).

lifts, see mainline typical section sheets A.11-

3" or 4" compacted depth (Placed in 2 equal aggregate, 0.3 to <3 million ESAL, 1/2-inch or 3/4-inch nominal maximum size

Asphalt Concrete pavement, Gyratory mix, NPS PMIS NO.: 190837 & 190835

Native subgrade

V a r ie s

Pay Limits

:4

A u g u s t

B a s e .B

O R

D V

.1

\O p e n R o a d s D e s ig n e r

C E

\C o n fi g u ra ti o n \O rg a n iz a ti o n -C iv il

\F L

H S u rv

F t_

S ta n d a rd s -W

S .1

V \C e ll

\C F

L -B o rd e rs

.c e l

DETAIL

STATE PROJECT

NUMBER

TX FTNP LAMR 10(3) & ALFL 106(1) T.1

501-1

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

MINOR CONCRETE PAVEMENT

STATE PROJECT

NUMBER

SHEET

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

U S

C c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

PAVEMENT

THICKNESS

TRANSVERSE

JOINT SPACING

(in) (ft)

6 ≤ T <12

T < 6

NOTE:

1.

2.

3.

PLAN PLAN

PROFILE PROFILE

REINFORCED MINOR CONCRETE PAVEMENTPLAIN MINOR CONCRETE PAVEMENT

Traffic Traffic

Transverse contraction joint

See Note 2See Note 2

Provide the same type of dowel assemblies and tie bars for joints in plain portland cement concrete pavement as shown for joints in reinforced pavement.

Lap longitudinal and transverse reinforcement not

Transverse joint

Longitudinal joint

Tie bar

Dowel bar Dowel bar

See Standard 501-2 for joint and joint sealing details.

less than 15 inches.

(typ.)

24" ty p typ.

2" clear ty p c le a r ty p c le a r typ.

2" clear welded wire reinforcement or No. 4 bars

Slab reinforcement 4" x 4" - W6 x W6 reinforcement or No. 4 bars

W6 x W6 welded wire

Slab reinforcement 4" x 4" -

TX FTNP LAMR 10(3) & ALFL 106(1) T.2

501-2

STANDARD APPROVED FOR USE --/----

REVISED: 9/2016

PAVEMENT JOINTS

MINOR CONCRETE

STATE PROJECT

U S

C c m y fi le s p w p r o d u c ti o n d m s S td

.d g n

S e p te m b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

BAR SIZES

PAVEMENT

THICKNESS (T) TIE BAR

DOWEL BAR

DIAMETER

10 < T ≤ 12

8 < T ≤ 10

T ≤ 8 1

#6

#5

#5

(in) (in)

T/3 T/3 T/3

NOTE:

1.

2.

3.

4.

5.

6.

7.

8.

9.

PLAIN - TRANSVERSE or LONGITUDINAL

CONTRACTION JOINT CONSTRUCTION JOINT

UNDOWELED - TRANSVERSE and

UNTIED - LONGITUDINAL

CONTRACTION JOINT

DOWELED - TRANSVERSE

CONTRACTION JOINT

TIED - LONGITUDINAL

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

ISOLATION/EXPANSION JOINT

DOWELED - TRANSVERSE TIED BUTT - TRANSVERSE

CONSTRUCTION JOINT

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

MINOR CONCRETE PAVEMENT JOINT SEALING DETAILS

ISOLATION JOINT CONSTRUCTION JOINT SAWED OR FORMED JOINT

UNDOWELED - LONGITUDINAL

ISOLATION JOINT

T/2

T/2 T/2

T/2T/2

Fixture or structure

T

T

T

TT

T

T

T

T joint filler

Preformed

Joint sealant

Joint sealant

Backer rod

Fixed endGrease free end

T/2

KEYWAY - LONGITUDINAL

CONSTRUCTION JOINT

T/2 piece connectors)

(or approved two-sealing details

See sawed or formed joint joint sealing details

See sawed or formed joint sealing details

See sawed or formed

See isolation joint sealing details

See isolation joint sealing details joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction joint sealing details

See construction

T

Dowel cap

Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

Deformed reinforcing bars or hook bolts may be used for tie bars.

Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations for approval.

For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

Maintain joint sealant shape factor of 1:1; except when silicone sealant is used maintain the width to depth shape factor of 2:1 or as recommended by sealant manufacturer.

See Section 712 for joint material requirements.

See Standards 501-1 or 502-1 for reinforcement details.

9"9" 9"9"

18"18" 18"18"

9"9" 18"18"

Tie bar @ 30" c-c Tie bar @ 30" c-c

" keyway2 1T/3 x 1

18"18" Tie bar @ 30" c-c

#8 Tie bar @ 12" c-c

" typ.8 1" typ.8

1" typ.2

Do not place tie bars within 15 inches of transverse joints.

Dowel bar @ 12" c-c Dowel bar @ 12" c-c

Dowel bar @ 12" c-c

TX FTNP LAMR 10(3) & ALFL 106(1) T.3

CURB DETAILS

No Scale

LF

Pay limits

Pavement

6" Pulverized

6"

Pavement