Plans.pdf

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

A2

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 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 curve delta centerline 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

Wattle

Temporary Inlet Protection

Stabilized Construction Entrance

Silt Fence

Sediment Log

EROSION & SEDIMENT CONTROL SYMBOLS

Riprap

Erosion Control Mat

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

U S .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r l e s li e .d e w it t_

IMR TX A9

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

U.S. CUSTOMARY

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

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

MISCELLANEOUS SYMBOLS

See Note 4 4

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

Type 2 Object Marker

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S Y

M

U S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r l e s li e .d e w it t_

IMR TX A9

MAIN PARK ROAD

A4

POINT LISTING

SURVEY CONTROL

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

C T

L

U S .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r l e s li e .d e w it t_

IMR TX A9

MAIN PARK ROAD

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S I T

E M

A P .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r l e s li e .d e w it t_

IMR TX A9

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

FL

AG

PO

LE

FL

AG

PO

LE

6.82

18" C

MP VERY POOR CONDITI

ON

5.84

C A

T T

A

IL

S

C A

T T

A

IL

S

C P

B

R A S

C A P

C

O N

C F

E S

DIRECTION ONLY

A5

SITE MAP

Basin Road

Bird Island

0 39

5+

0+

Fee Station

Duck pond

Road

Campground

2000'1000'0

Scale in Feet

2000'1000'0

Scale in Feet

Parking Lot

Nature Trail

Road

Park Headquarters Road

North Entrance

Road

South Entrance

North Beach Access Road

Potential staging area

Water Tank Road

Potential staging area

Parking Lot

Malaquite Visitor Center

Parking Lot

Entrance Station

Range Road

26.6 miles

Christi

To Corpus

E: 1379959.163

N: 17069633.009

BEGIN SCHEDULE A

TX FTNP PAIS 10(1)

100+00

E: 1376269.395

N: 17059157.942

BEGIN OPTION X

TX FTNP PAIS 10(1)

2000+65

E: 1372989.714

N: 17041761.116

END SCHEDULE A

405+80.05

MAINLINE

TYPICAL SECTIONS

NOTE:

Average Existing Width

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

Existing superelevated and widened sections are not shown.

26'

Variable

Existing Slope Variable

Existing Slope

Traveled WayTraveled Way

Match existing Match existing

Construction Limits

8' Clear Zone 8' Clear Zone

3.

Fog seal

A6

Existing Slope

Variable

1:50

CURB AND GUTTER DETAIL

section

Section for structural

See Mainline Typical

Sheet 1 of 2

*Varies and base) existing asphalt pavement

(Pulverize and compact with stabilization

5" Pulverization

Placed in two lifts

Pavement

3" of Superpave stabilized base)

Prime Coat (on

(between lifts)

Tack Coat

1:4

30° - 35°

W W

TYPE 1 CURB DETAIL

DETAIL B

section

Section for structural

See Mainline Typical

6"

2"

" 8 gutter, slope = +2%. See plan sheets for locations.

is indicated as spill curb and gutter. For spill curb and

*Note: match existing slope, unless curb and gutter

Existing aggregate base average depth is 4.6".

1.1" of chip seal over 2.5" of asphalt pavement.

Existing structural section is approximately concrete pavement

Superpave asphalt sides of roadway)

(Detail applies to both right and left

Shoulder up with aggregate base

Material

Pulverized

Shoulder Edge of 2'

18"

"2 1R=1-

Shoulder 2' Edge of 5"

1"

2" section

Section for structural

See Mainline Typical

MEDIAN DETAIL

1'-8"

END OF CURB DETAIL

6"

6"

2"

6"

8'

" R2

100+00 to 405+80.05 - SCHEDULE A

EXISTING TYPICAL SECTION

B=5'

F= 5'

1:4

1:4

See Detail B

Traveled Way Traveled Way Traveled WayMedian Width Median Width

Ditch

Graded

Clear Zone Clear Zone

2% 2%

2%

2.67' Foreslope

4'

Limit

Stake

Slope

(Variable)

Cut Slope

2' Shldr Varies (0' - 11')

1' Shldr

Varies (0' - 13'-4")

1' Shldr

11'

1' Shldr

Varies (0'- 13'-4")

1' Shldr

11'2' Shldr

Clearing and Construction Limits

Seeding Limits

8' min.

existing pavement conditions. Stabilize with 7% fly ash (pay item 30310-0000).

Pulverize to a depth of 5". See the Pavement Report for more information on

2.

1.

3.

4. Stabilize with 7% fly ash (pay item 30310-0000).

method 2 with stabilization

4" Roadway aggregate, Fog seal

4.

Placed in two lifts

Pavement

3" of Superpave stabilized base)

Prime Coat (on

(between lifts)

Tack Coat

3'

Limit

Stake

Slope

2.67' Foreslope

168+00 to 177+50

SUPERELEVATION CORRECTION

TYPICAL SECTION

8' min.

and base) existing asphalt pavement

(Pulverize and compact with stabilization

5" Pulverization

(item 20401-0000)

Embankment Material

Sheet A7

See Detail A

Seeding Limits

Shldr

S

Shldr

S

2000+65 to 2078+72.5 - OPTION X

177+50 to 402+74 - SCHEDULE A

100+00 to 168+00 - SCHEDULE A

TYPICAL SECTION - REHABILITATION

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

T X

C L .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_ IMR TX A9

MAIN PARK ROAD

MAINLINE

TYPICAL SECTIONS

NO SCALE

NOTE:

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

Existing superelevated and widened sections are not shown.

2.

1.

Construct 30° - 35° pavement edge (safety edge) for drainage and appearance.

after placement of asphalt pavement. Shape and compact as necessary

Shoulder up with Roadway Aggregate, Method 2 (pay item 30802-0000)

Incorporate pulverized material into the mainline base section.

Remove all pulverized asphalt material from this section.

Traveled WayTraveled Way

11' 11'Shldr

2'

Shldr

2'

A7

DETAIL A

Normal shoulder

A A

Transition Taper, T2

TYPICAL PULLOUT PLAN

Width varies, see table

N o r m a l

S h o u ld e r

Sheet 2 of 2

W id th

W

Transition Taper, T1T a p e r

B e in

T a p e r

E d p e r

B e in p e r

E d

Pulverization Limits

1:4

1:2

1:4 1:

2%2%

2%

Variable Existing Slope

Placed in two lifts

Pavement

3" of Superpave

Prime Coat

(between lifts)

Tack Coat

Fog Seal

Clearing and Construction Limits

5" Aggregate Base Sheet A6

See Detail B

Concrete DitchConcrete DitchB=5'

F= 5'

C ut S lope

(V ariable)

C ut S lo pe

(V ar ia bl e)

Slope

Stake

Limit

Clearing and Construction Limits

SECTION A-A: NEW PULLOUT

Width varies, see table

N o r m a l

S h o u ld e r

Variable Existing Slope

SECTION A-A: REHAB PULLOUT

Match Existing section

Section for structural

See Mainline Typical See Detail A

Bottom Ditch 6' Flat

4'4'

4'

Bottom Ditch 6' Flat 4'

Method 2

Aggregate, 5" of Roadway for structural section details

See Mainline Typical Section

Station to Station

100+00 to 405+80.05

3000+00 to 3010+75

TOTALS (ft)

TOTAL (mi)

(ft)

Roadway

30,580.05

31,655.05 —

—6.00

0.0 to 5.792

Milepost Data (Cycle 5)*

Road Inventory Program

0.0 to 0.2041075

4.

3.

4.

1:3 Fill

Slope of the Special Contract Requirements.

the established line, grade, and cross section according to Section 303

If required, add crushed aggregate to bring the finished surface to

(pay item 30310-0000).

information on existing pavement conditions. Stabilize with 7% flyash

Pulverize to a depth of 5". See the Pavement Report for more

Pavement

8" of Plain Rigid

Method 2

Roadway Aggregate, Excavation, 10" Additional

See Special 501-A and Special 501-B

402+74 to 405+80.05

TYPICAL SECTION

LENGTH OF PROJECT - SCHEDULE A

0.0 to 1.4912000+00 to 2078+72.5 7872.5

Station to Station

TOTALS (ft)

TOTAL (mi)

* Road Inventory Program data shown for information only

(ft)

Roadway

—1.49

Milepost Data (Cycle 5)*

Road Inventory Program

LENGTH OF PROJECT - OPTION X

7872.5

Seeding Limits Seeding Limits

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

T X

C L .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_ IMR TX A9

MAIN PARK ROAD

A8

NOTE:

Slope

Variable

Construction Limits Construction Limits

Var ies

Varies

Grade varies Grade varies

Existing asphalt surface

MICROSURFACING

TYPICAL SECTIONS

1. Refer to Miscellaneous Summary Sheets for width and extent of asphalt surface treatment.

2. Protect project concrete curb & gutter, concrete barriers, concrete island, stone wall, manholes, water valves, and cattle guards during all surface treatment operations.

SOUTH ENTRANCE ROAD

NORTH ENTRANCE ROAD

MALAQUITE VISITOR CENTER PARKING LOT

MICROSURFACING

TYPICAL SECTION

For Roadway Width or Parking Lot Dimensions

See Miscellaneous Summary Sheets

Schedule A

Microsurfacing

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

M ic r o S u r fa c e .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r l e s li e .d e w it t_

IMR TX A9

MAIN PARK ROAD

STATION

1.

(ft)

LENGTH

PAVED

(ft)

R

(ft)

R

(ft)

W 1 2

Variable

W

Variable

3' minimum

20' desired

15' min.

APPROACH ROADS

TYPICAL SECTIONS

widths greater than 15 feet.

Apply the normal crown to approach roads with

A9

4007+15 Rt.

5003+20 Rt.

379+36 Rt.

373+12 Lt.

361+05 Lt.

361+05 Lt.

342+81 Lt.

280+67 Lt.

215+60 Lt.

215+29 Rt.

151+72 Lt.

Water Tank Access

Employee Access

Range Rd.

South Entrance Rd.

Water Tank Rd.

North Entrance Rd.

Campground Rd.

Park Headquarters Rd.

Novilla Camp Rd.

Bird Island Basin Rd.

North Beach Access Rd.

A

A M a in li e

Mainline

±2%

TYPICAL PROFILE

V a ria b le

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

SECTION A-A

NOTE:Paved length

NO SCALE

(1:6 desirable)

1:4 or flatter thicknesses and foreslopes.

Refer to mainline typical sections for structural section

Approach Road

REMARKS

shown may be varied ±20°.

Under special conditions, the approach road angle

3.

2.

2.

Typical maximum grade ±10%VPI

VPC

90°

R

R1

W 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 ±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 pavement edge

Superpave

TYPICAL PLAN

APPROACH ROAD

7.

6.

5.

4.

3.

2.

1.

7.

7.

5.

4. 4.

5.

5.

6.

edge subgrade

Normal

APPROACH ROAD SUMMARY - SCHEDULE A

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts A G e n s h t\

T Y P

A P P

R D .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r L e s li e .D e W it t_ IMR TX A9

MAIN PARK ROAD

Sheet and Description

B6 B7 B8 B9 B10 B11 B12

Grading Summary

Misc.

Summary Sheet 1

Misc.

Summary Sheet 2

Misc.

Summary Sheet 3

Misc.

Summary Sheet 4

Misc.

Summary Sheet 5

Misc.

Summary Sheet 6

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING STA 296.300 296.300

A0060 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 11 11

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 5 5

A0100 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 5 5

A0120 15216-3000 SURVEY AND STAKING, TEMPLATE

CONTROL STA 14.500 14.500

A0140 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0160 15401-0000 CONTRACTOR TESTING LPSM ALL

A0180 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0200 15705-1400 SOIL EROSION CONTROL,

SEDIMENT LOG LNFT 9,779 421 10,200

A0220 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION

ENTRANCE EACH 2 2

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0260 20101-0000 CLEARING AND GRUBBING ACRE 3.5 0.2 3.7

A0280 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

A0300 20401-0000 ROADWAY EXCAVATION CUYD 2,123 127 2,250

A0320 20402-0000 SUBEXCAVATION CUYD 1,000 1,000

A0340 20425-1000 DITCH, EXCAVATION LNFT 100 100

A0360 20441-0000 WASTE CUYD 1,158 42 1,200

A0380 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 9,498 502 10,000

A0400 30306-2500 PULVERIZING, 5-INCH DEPTH SQYD 105,860 3,140 109,000

A0420 30310-0000 FLY ASH TON 2,334 66 2,400

A0440 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 3,074 76 3,150

A0460 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 17,340 510 17,850

A0480 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

GRADE CSS-1 OR CSS-1H, SS-1

OR SS-1H TON 44 2 46

A0500 41002-2000 MICRO-SURFACING, TYPE 2 SQYD 51,509 1,491 53,000

A0520 41103-0000 PRIME COAT SQYD 104,768 3,232 108,000

-J un -2

:4

PM

N

TX

\p ai s1

0( 1)

\R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

Es tim at e-

S ch ed ul e

A .x ls x]

Sh ee t 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

B1FTNP PAIS 10(1)TX

SHEET

NUMBER

NPS PMIS No. 130117 NPS Drwg No. 613-103543

Grading Summary

Misc.

Summary Sheet 1

Misc.

Summary Sheet 2

Misc.

Summary Sheet 3

Misc.

Summary Sheet 4

Misc.

Summary Sheet 5

Misc.

Summary Sheet 6

ALLOWANCE Bid Schedule

A0540 41105-0000 BLOTTER TON 200 200

A0560 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 44 2 46

A0580 41412-1000 CRACKS, CLEANING AND SEALING LB 5,300 5,300

A0600 42801-0150 FLEXIBLE PAVEMENT, FULL DEPTH

PATCH, TYPE 2 SQYD 700 700

A0620 50102-0900 PLAIN RIGID PAVEMENT, 8-INCH

DEPTH, TYPE C

SMOOTHNESS/ROUGHNESS SQYD 2,620 80 2,700

A0640 60101-0000 CONCRETE CUYD 22 3 25

A0660 60405-0000 MANHOLE ADJUSTMENT EACH 3 3

A0680 60413-0000 TRENCH DRAIN LNFT 227 13 240

A0700 60704-0000 CLEANING CULVERT IN PLACE EACH 9 9

A0720 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 353 17 370

A0740 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH LNFT 726 34 760

A0760 61102-3200 8-INCH WATERLINE, POLYVINYL

CHLORIDE (PVC) LNFT 150 150

A0780 61106-0000 FIRE HYDRANT(NPS PROVIDED) EACH 3 3

A0800 61108-1000 ADJUST WATER VALVE(COVER) EACH 1 1

A0820 61108-3000 ADJUST WATER METER(COVER) EACH 1 1

A0840 61501-0100 SIDEWALK, CONCRETE SQYD 389 21 410

A0860 61503-1000 MEDIAN, CONCRETE SQYD 13 2 15

A0880 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 3 3

A0900 61701-3900 GUARDRAIL SYSTEM SBTA LNFT 180 180

A0920 61702-0510 TERMINAL SECTION, TYPE SBT-FAT EACH 2 2

A0940 61902-1600 GATE, METAL, 20 FEET WIDTH EACH 1 1

A0960 61902-2200 GATE, METAL, 34 FEET WIDTH EACH 3 3

A0980 61904-0000 BOLLARD POST EACH 70 70

A1000 61920-1000 REMOVE AND RESET BOLLARD POST EACH 60 60

A1020 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 80 80

A1040 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 80 80

A1060 62201-2750 MOTOR GRADER HOUR 80 80

A1080 62301-0000 GENERAL LABOR HOUR 160 160

A1100 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 80 80

A1120 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 3.1 0.9 4.0

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es

Es tim at e-

S ch ed ul e

A .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2FTNP PAIS 10(1)TX

SHEET

NUMBER

Grading Summary

Misc.

Summary Sheet 1

Misc.

Summary Sheet 2

Misc.

Summary Sheet 3

Misc.

Summary Sheet 4

Misc.

Summary Sheet 5

Misc.

Summary Sheet 6

ALLOWANCE Bid Schedule

A1140 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 3.1 0.9 4.0

A1160 63301-0000 SIGN SYSTEM EACH 95 5 100

A1180 63308-2000 OBJECT MARKER, TYPE 2 EACH 28 2 30

A1200 63312-0000 SPEED HUMP EACH 6 6

A1220 63313-0000 RUMBLE STRIP LNFT 480 20 500

A1240 63316-1000 REMOVE AND RESET SIGN EACH 7 7

A1260 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 667 33 700

A1280 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 48 48

A1300 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC AND SAFETY SUPERVISOR LPSM ALL

A1320 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 200 200

A1340 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 400 400

A1360 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

A1380 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 279 279

A1400 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 6.0 0.3 6.3

A1420 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,280 1,280

A1440 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 640 640

A1460 63602-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM EACH 4 4

A1480 63610-0000 CONDUIT LNFT 30 30

A1500 63621-1000 UTILITY BOX, PULLBOX EACH 2 2

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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Es tim at e-

S ch ed ul e

A .x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3FTNP PAIS 10(1)TX

SHEET

NUMBER

Grading Summary

Misc.

Summary Sheet 1

Misc.

Summary Sheet 2

Misc.

Summary Sheet 3

Misc.

Summary Sheet 4

Misc.

Summary Sheet 5

Misc.

Summary Sheet 6

ALLOWANCE Bid Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15210-3000 CENTERLINE, VERIFICATION AND

STAKING STA 78.080 78.080

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 2 2

X0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0100 15401-0000 CONTRACTOR TESTING LPSM ALL

X0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0140 15705-1400 SOIL EROSION CONTROL,

SEDIMENT LOG LNFT 315 15 330

X0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0180 20101-0000 CLEARING AND GRUBBING ACRE 0.2 0.0 0.2

X0200 20304-1000 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS LPSM ALL

X0220 20401-0000 ROADWAY EXCAVATION CUYD 54 16 70

X0240 30306-2500 PULVERIZING, 5-INCH DEPTH SQYD 17,560 440 18,000

X0260 30310-0000 FLY ASH TON 357 13 370

X0280 30802-2000 ROADWAY AGGREGATE, METHOD 2 TON 543 17 560

X0300 40101-5600 SUPERPAVE PAVEMENT, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 2,914 86 3,000

X0320 40920-1000 FOG SEAL, EMULSIFIED ASPHALT

GRADE CSS-1 OR CSS-1H, SS-1

OR SS-1H TON 7 0 8

X0340 41103-0000 PRIME COAT SQYD 17,506 494 18,000

X0360 41105-0000 BLOTTER TON 30 30

X0380 41201-1000 TACK COAT GRADE CSS-1,

CSS-1H, SS-1, OR SS-1H TON 7 0 8

X0400 60201-0800 24-INCH PIPE CULVERT LNFT 36 4 40

X0420 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 2 2

X0440 60413-0000 TRENCH DRAIN LNFT 39 6 45

X0460 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 10 10

X0480 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 10 10

X0500 62201-2750 MOTOR GRADER HOUR 10 10

X0520 62301-0000 GENERAL LABOR HOUR 20 20

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O pt io n X .x ls x]

Sh ee t SUMMARY OF QUANTITIES - Option X

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

B4FTNP PAIS 10(1)TX

SHEET

NUMBER

Grading Summary

Misc.

Summary Sheet 1

Misc.

Summary Sheet 2

Misc.

Summary Sheet 3

Misc.

Summary Sheet 4

Misc.

Summary Sheet 5

Misc.

Summary Sheet 6

ALLOWANCE Bid Schedule

X0540 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 10 10

X0560 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.0 0.0 0.1

X0580 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.0 0.0 0.1

X0600 63301-0000 SIGN SYSTEM EACH 8 2 10

X0620 63308-2000 OBJECT MARKER, TYPE 2 EACH 4 2 6

X0640 63404-0200 PAVEMENT MARKINGS, TYPE B GAL 147 8 155

X0660 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

X0700 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 100 100

X0720 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 4 4

X0740 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 1.5 1.5

X0760 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 320 320

X0780 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 160 160

X0800 63602-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM EACH 1 1

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

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\E ng in ee r Es tim at es

Es tim at e-

O pt io n X .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B5FTNP PAIS 10(1)TX

SHEET

NUMBER

GRADING SUMMARY

B6

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B .d

U s e r L e s li e .D e W it t_ IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

B12

SUMMARY

MISCELLANEOUS

Sheet 1 of 6

B7

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

Sheet 2 of 6

B8

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

Sheet 3 of 6

B9

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

Sheet 4 of 6

B10

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B d

U s e r L e s li e .D e W it t_ IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

Sheet 5 of 6

B11

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

Sheet 6 of 6

B12

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

A

M N T

X p a is

R o a d w a y C

A D

D S h e e ts B S u m m T

A B

M I S

C

B .d

U s e r L e s li e .D e W it t_ IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

P

V C

U T

IL

IT

Y

P E

D E S

T A

L

.4

U T

IL

IT

Y

P E

D E S

T A

L

.7 X .7 C

O N

C R

E T

E V

A U

L T

P C

.1

P T

.1

P C

.0

P

V C

U T

IL

IT

Y

P E

D E S

T A

L

.4

V A

U L T

P

V C

S O

U T

H W

E S

T E

R N B

E L L T

E L E

V A

U L T

E L E

C T

R I C

S

Q U

A R

E W

O O

D W

I T

H E

L E

C T

R I C

V A

U L T

V A

U L T

.5

D I A

P

V C

U P

.8

F I B

E R O

P T I C

M E

T E

R V

A L

V E

V A

U L T

W A

T E

R F

A U

C E

T

X C

O N

C P

O S

S I B

L E R

O W M

O N

W O

O D R

A I L

U T

IL

IT

Y

P E

D E S

T A

L

.7 X .7 C

O N

C R

E T

E V

A U

L T

D

I A

X C

O N

C R

E T

E P

O S

T S

X C

O N

C R

O W

U N

D E

R G

R O

U N

D T

E L E

P A

D R

E I

S L

A N

D N

A T I O

N A

L S

E A

S H

O R

E

P C

.9

P T

.8

P C

.1

8" WATER MAIN

C1

Curve = TX10CL-1

200'100'0

Scale in Feet

200'100'0

Scale in Feet see Special 401-A

For pavement transitions, quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

See Special 211-A

Roadway obliteration, method 1

See Detail C636-01

Remove and replace traffic loop

See Special 636-A

Remove and replace traffic counter

See sheet D7 for details

Entrance sign parking area

100+00-129+00

PLAN SHEET

PARK ROAD 22

Do not disturb utilities (typical this sheet)

L = 916.03'

T = 462.14'

R = 2,800.00'

PI 119+35.28

Curve = TX10CL-2

D

L = 809.90'

T = 410.58'

R = 2,000.00'

PI 106+39.56

D along disturbed slopes

Install sediment logs

BEGIN SCHEDULE A

MAIN PARK ROAD

100+00

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

U N

K N

O W

N

V A

U L T

P C

.0

P T

.2

P C

.6

P

V C

.6

P O

S T

P O

S T

S T

E E

L

P O

S T

P O

S T

STEEL

.4

U T

IL

IT

Y

P E

D E S

T A

L

V A

U L T .7

X .7

P C

.6

C2

Curve = TX10CL-3

Curve = TX10CL-4

200'100'0

Scale in Feet

200'100'0

Scale in Feet quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

See Special 619-A

Remove and replace 34' gate

Adjust manhole

See Special 619-A

Remove and replace 34' metal gate

129+00-159+00

PLAN SHEET

PARK ROAD 22

L = 968.20'

T = 496.12'

R = 1,800.00'

PI 133+69.18

D

L = 1,916.76'

T = 1,060.55'

PI 153+84.21

D

R = 1,800.00'

Do not disturb existing utilities

Do not disturb utilities

See typical sections for details

North Beach Access Road

151+72, Lt.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

P V C

.9

S E

W E R

SOLID YELLOW

S

T E

E L W

I T

H F

L A

S H I N

G L I G

H T

P

V C

U

TI

LI

TY

PE

D

ES

TA

L

.5

X

F L A

G P

O L E

S

T E

E L W

F

L A

S H I N

G L I G

H T

F L A

G P

O L E

U

TI

LI

TY

PE

D

ES

TA

L

T E

L E P

H O

N E A

T

T

U

TI

LI

TY

PE

D

ES

TA

L

A N

C H

O R

W O

O D A

N D S

T E

E L

S

T E

E L W

F

L A

S H I N

G L I G

H T S

U

TI

LI

TY

PE

D

ES

TA

L

W I T

H S

O L

A R O

N

W

O O

D P

O S

T S

T E

E L P

O S

T F I R

E H

Y D

R A

N T

SOLID WHITE

S A

T E

L L I T

E D

I S

H

W

O O

D P

O S

T S

RAMPRAMP

PARKING

U T I L I T

Y V

E N

T S

ELEC

POSTS

POSTS

L O

W A

R E

A

E L E

C T

R I C C

A M

E N

T R

A N

C E S

T A

T I O

N S

E A T

U R

T L E B

U I L

D I N

G

METER

WATERS

E W

E R

10 10

P T

.4

P C

.8

P T

.6

P C

.2

8" WATER MAIN

A N

C H

O R

W O

O D A

N D S

T E

E L

S

T E

E L W

F

L A

S H I N

G L I G

H T S

W I T

H S

O L

A R O

N

W

O O

D P

O S

T

.8

C O

N C

R E T E

P

V C

.1

S

E W

E R

W

O O

D P

O S

T S

P A

V E D

B U

IL

D

IN

G

N A

T U

R E T

R A

IL

I

N F

O R

M A

T

IO

N

U T

IL

IT

Y

P E

D E S

T A

L

STRIPES

NO PARKING

D

I A

W O

O D P

O S

T S

D

I A

W O

O D P

O S

T S

I N P

A V

E M

E N

T S

E N

S O

R S

W O

O D P

O S

T S W

M E

R A

S

S A

T E

L L I T

E D

I S

H

RAMP

PARKING

U T I L I T

Y V

E N

T S

L O

W A

R E

A

E L E

C T

R I C C

A M

5P

C

.2

P T

.6

P C

.8

Curve = TX10CL-5

Curve = TX10CL-6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

C3

See Special 633-B

Construct speed hump

See Special 633-B

Construct speed humps

13'

13' 13' quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

159+00-189+00

PLAN SHEET

PARK ROAD 22

Do not disturb utilities

L = 404.81'

R = 1,700.00'

T = 203.37'

D

PI 168+03.22

L = 391.33'

T = 196.53'

R = 1,700.00'

PI 176+02.81

D

L = 630.61'

T = 316.65'

R = 2,800.00'

Curve = TX10CL-7

PI 187+10.53

D limits disturbed slopes at clearing

Install sediment logs along

See sheet D11 for details

Nature Trail Parking Area

Do not disturb utilities

Match existing pavement width

Begin pavement width transition

166+00, Rt.

13'

Match existing pavement width

Begin pavement width transition

164+00, Lt.

See sheet D9, D10 for details

Raise road by fee station

See typical sections

Correct roadway superelevation

168+00 - 177+50

Match existing pavement widths

End pavement width transition

178+02, Rt. & 179+00, Lt.

See Special 633-B

Construct speed humps

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

V A

U L T

.5

D

IA

U

N K

N O

W N

P V

C

U P

P V

C

U P

V A

U L T

U N

K N

O W

N

P T

.5

P C

.9

C H

A I N L

O C

K E

D

F I R

E H

Y D

R A

N T

TRAFFIC

LOOP D

ETECTOR

W/

TRAFFIC

COUNTER B

OX

V A

U L T

.5

D I A U

N K

N O

W N

P

V C

U P

.1

T E

L E

P

V C

U P

U N

K N

O W

N

V A

U L T

4' H

IGH W

OOD P

OSTS

D I A C

O N

C C

O V

E R E

L E

V .0

.5

H I G

H U

N K

5' H

IGH W

OOD F

OR C

HAIN

GATE

101010

10 10

101010

0 2

P T

.6

P C

.3

W

A T

E R L I N

E

H

O U

S T

O N P I P E L I N

E C

O

P

E T

R O

L E

U M S

T A

T U

S U

N K

N O

W N

8" WATER MAIN

C4

200'100'0

Scale in Feet

200'100'0

Scale in Feet quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at trench drain inlet

Install sediment logs

189+00-219+00

PLAN SHEET

PARK ROAD 22

Do not disturb utilities (typical this sheet)

See Special 604-A

Install 46' concrete trench drain

193+40

Curve = TX10CL-8

PI 207+31.41

R = 3,070.00'

T = 881.43'

L = 1,716.68'

D limits disturbed slopes at clearing

Install sediment logs along disturbed slopes

Install sediment logs along of the Special Contract Requirements.

construction as required. See Section 107 line, and fiber optic line during for relocation of power line, telephone

Coordinate with utility companies

Relocate water line as required

See typical sections for details

Novilla Camp Road

215+60, Lt.

Install NPS provided fire hydrant

Remove existing fire hydrant

See Sheets D1-D3 for details, Option X

See typical sections for details, Schedule A

Bird Island Basin Road

215+29, Rt.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

P

V C

U P

P

V C

U P

V A

U L T

U N

K N

O W

N

P

V C

U P

V A

U L T

.5

D I A U

N K

N O

W N

P

V C

U P

U N

K N

O W

N

V A

U L T

10 10

10 10

P T

.3

P

V C

U P

V A

U L T

D I A U

N K

N O

W N

P

V C

U P

U N

K N

O W

N

V A

U L T

V A

U L T

U N

K N

O W

N

C P

B

R A

P

10 10

P C

.3

P T

.7

P C

.1

C5

200'100'0

Scale in Feet

200'100'0

Scale in Feetquantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at trench drain inlet

Install sediment logs

219+00-249+00

PLAN SHEET

PARK ROAD 22

See Special 604-A

Install 43' concrete trench drain

223+25

Do not disturb utilities (typical this sheet)

L = 1,036.00'

Curve = TX10CL-9

PI 223+37.13

D

R = 4,092.00'

T = 520.79'

L = 819.38'

Curve = TX10CL-10

PI 239+50.47

D

R = 1,775.00'

T = 417.12' disturbed slopes

Install sediment logs along

Relocate water line as required

Special Contract Requirements.

as required. See Section 107 of the line, and fiber optic line during construction for relocation of power line, telephone

Coordinate with utility companies

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

P

V C

U P

U N

K N

O W

N

V A

U L T

.2

.5

P

V C

U P

V A

U L T

U N

K N

O W

N

P

V C

U P

V A

U L T

D I A U

N K

N O

W N

C

O N

C F

E S

P V C U P

.0

D

IA

P

O S S

IB

L E S

E W

E R

P V C U P

V A

U L T

.5 D

IA

U

N K

N O

W N

.4

.2

.5 D

IA

V

A U L T

'X B

O X

C

O N

C F

E S

101010

P T

.1

8" WATER MAIN

C6

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Clean existing culvert

251+96

Clean existing culvert

266+47 quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at culvert inlet

Install sediment logs at trench drain inlet

Install sediment logs at culvert inlet

Install sediment logs

249+00-279+00

PLAN SHEET

PARK ROAD 22

at trench drain inlet

Install sediment logs Do not disturb utilities (typical this sheet)

See Special 604-A

Install 46' concrete trench drain

261+00

See Special 604-A

Install 48' concrete trench drain

278+00

L = 3,065.95'

Curve = TX10CL-11

PI 262+83.40

D

R = 2,865.00'

T = 1,698.22' disturbed slopes

Install sediment logs along disturbed slopes

Install sediment logs along

Relocate water line as required

Special Contract Requirements as required. See Section 107 of the line, and fiber optic line during construction for relocation of power line, telephone

Coordinate with utility companies

Special Contract Requirements as required. See Section 107 of the line, and fiber optic line during construction for relocation of power line, telephone

Coordinate with utility companies

Relocate water line as required

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

E L

E

B O

X

.2

.5 D

IA

T

E L E

WATER

P C

.5

8" WATER MAIN

W

A T

E R L I N

E

" W

A T E R L

IN

E

6" WATER MAIN

(L O

C A T

IO

N V

E R

IF

IC

A T

IO

N N

E E D E D

F /O C

R O S S

IN

G I S A

P P X

O N L Y

C A

T T

A I L S

U N

K N

O W

N

V A

U L T

5 5

P T

.6

C7

200'100'0

Scale in Feet

200'100'0

Scale in Feet quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

See typical sections

Construct pullout

279+00-309+00

PLAN SHEET

PARK ROAD 22

Do not disturb utilities

Do not disturb utilities

Do not disturb utilities

L = 2,613.09'

Curve = TX10CL-12

PI 295+20.95

D

R = 2,605.00'

T = 1,428.38' limits disturbed slopes at clearing

Install sediment logs along

See typical sections for details.

Park Headquarters Road.

280+67, Lt.

Adjust Water Valve (Cover)

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

U T

IL

IT

Y

P E

D E S

T A

L

T E

L E

U N

K N

O W

N V

A U

L T

55 5

P C

.5

.4

.5

C

O N

C F

E S

P T

.8

P C

.8

C8

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Clean existing culvert

334+51

13'

13' quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

Do not disturb utilities (typical) at trench drain inlet

Install sediment logs at culvert inlet

Install sediment logs

309+00-339+00

PLAN SHEET

PARK ROAD 22

See Special 604-A

Install 44' concrete trench drain

316+00

Begin pavement width transition

334+95

End pavement width transition

338+20

Curve = TX10CL-13

PI 323+29.84

R = 2,000.00'

T = 385.31'

L = 761.29'

D

R = 2,550.00'

T = 502.49'

L = 992.27'

PI 336+28.34

Curve = TX10CL-14

D disturbed slopes

Install sediment logs along

See Special 211-A

Roadway obliteration, method 1

18.5'

18.5'

Relocate water line as required

Special Contract Requirements.

as required. See Section 107 of the telephone line during construction for relocation of power line and

Coordinate with utility companies along disturbed slopes

Install sediment logs

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

.5 P V C W /C

A P

.5

D I A C

O N

C C

O V

E R

.7

.2

C

O N

C F

E S

5 5

P T

.1

W

A T E

R L

IN

E

S O

L I D W

H I T

E

R

C P W

F E S

.4

.6

.2

C

O N

C F

E S

5 5

P C

.4

C9

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Clean existing culvert

346+48

Clean existing culvert

362+11

13'

13'

13'

13'

28'

28'

28'

28'

13' 13' quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at culvert inlet

Install sediment logs at culvert inlet

Install sediment logs

339+00-369+00

PLAN SHEET

PARK ROAD 22

Begin pavement width transition

346+95

End pavement width transition

349+95 Begin pavement width transition

353+55

End pavement width transition

356+55 Begin pavement width transition

365+60

End pavement width transition

369+05

L = 1,754.95'

T = 950.66'

R = 1,840.00'

D

PI 365+27.09

Curve = TX10CL-15

18.5'

18.5'

Do not disturb utilities (typical)

See Special 211-A

Roadway obliteration, method 1 along disturbed slopes

Install sediment logs along disturbed slopes

Install sediment logs See Sheet D4 for details

Campground Road

342+81, Lt.

See Sheet D5 for details

North Entrance Road

361+05, Lt.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

F

IR

E H

Y D

R A

N T

W A T E R

W A T E R

W /U

N K V

A U L T

.0

.2

R

C P W

F E S

.3

R C P W /F

E S

.5 H I

W O

O D

W O

O D

4.45

18" RCP W

/FES

.5 H I

W O

O D

.9

.7

R

C P W F E S

P

V C

G A

T E A

N C

H O

R

G A

T E A

N C

H O

R

S T E E L

W I T

H A L

O C

K E

D B

O X A

T T

A C

H E

D

E D

G E O

F R

O A

D

C A T T

A

IL

S

.4

.6

C

O N

C F

E S

M A

IN

V

A L V E

P T

.3

P C

.3

F R

O M D

E C E

M B E R S

U R

V E

Y

A P P R

O X

IM

A T E L

O C

A T

IO

N

W A T E R L

IN

E

U N

K N

O W

N T

Y P E

" F

O R C E M

A

IN

1 3 .8

.6

¾ P

L U

G G

E D

R

C P W

IT

H W

IN

G W

A L L

P T

.1

P C

.7

C10

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Clean existing culvert

375+66 Clean existing culvert

380+06

Clean existing culvert

393+52 quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at culvert inlet

Install sediment logs

Clean existing culvert

370+02

See Detail C636-01

Remove and replace traffic loop at culvert inlet

Install sediment logs

See Special 619-A

Remove and replace 20' metal gate at culvert inlet

Install sediment logs at culvert inlet

Install sediment logs

369+00-399+00

PLAN SHEET

PARK ROAD 22

Do not disturb utilities (typical this sheet)

See Special 619-A

Remove and replace 34' metal gate

See Special 636-A

Remove and replace traffic counter

T = 1,193.19'

R = 1,210.00'

L = 1,883.74'

D

PI 387+59.55

Curve = TX10CL-16

R = 5,730.00'

Curve = TX10CL-17

PI 398+05.60

L = 429.58'

T = 214.89'

D

See Sheet D6 for details

South Entrance Road

373+12, Lt.

See typical sections for details

Range Road

379+36, Rt.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts C

M L P

P P

L N

C .d

U s e r l e s li e .d e w it t_

IMR TX C11

MAIN PARK ROAD

TX FTNP PAIS 10(1)

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

B E

A C

H B

A R

R

IE

R

W O

O D P

O S T S S P A

C

W

IR

E

R O

A D

E R

O S

IO

N

R O

A D

E R

O S

IO

N

S O

L

ID

W

H

IT

E

W O

O D P

V C M

O N

O F

IL

IM

E N

T R

E C

Y C L E

R E S T R

O O

M S

B U

IL

D

IN

G 1 .0

S E

W E

R .1

S E

W E

R

C O

R P S

O E

N G

IN

E E R S M

O N T

O P O O

N L Y

R O

A D

E R

O S

IO

N

C A

M P

IN

G R

E G

IS

T R

A T

IO

N

P T

.2

P C

.2

P T

.9

P O

T

.0

200'100'0

Scale in Feet

C11

See Special 601-A

Construct dumpster pad

See Special 501-B

Construct toe wall and backfill road pad vault toilet and concrete

Do not disturb existing quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

limits disturbed slopes at clearing

Install sediment logs along

See typical sections

Construct pullouts

399+00-405+80.05

PLAN SHEET

PARK ROAD 22

See typical sections for details

Widen road and add concrete ditch

402+74.11 - 405+80.05 Rt. & Lt.

L = 96.71'

T = 48.45'

R = 650.00'

D

PI 404+66.70

Curve = TX10CL-18

62301-0000 General Labor

Paid for under item tubes fishing wire disposal

Remove and reset

Do not disturb existing bollards

END SCHEDULE A

MAIN PARK ROAD

405+80.05

FIRE HYDRANT

R

A F F I C L

O O

P D

E T

E C

T O

R

W T

R A

F F I C C

O U

N T

E R B

O X

VAULT

4.5' DIA UNKNOW

N

2" PVC 2' UP #20

10.15 TELE

5' DIA CONC COVER - ELEV 9.0'

' H

I G

H W

O O

D F

O R C

H A I N G

A T

E

10 10 10 10 10

P O

T

.0

P C

.2

P

T

.2

P C

.6

215+00

W

A T E

R M

A

IN

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

A

P .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

D12

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

.8

C

M P V

E R

Y P

O O

R C

O N

D I T I O

N

.8

D I R

E C

T I O

N O

N L

Y

P T

.4

P C

.6

P T

.3

T = 32.51'

Curve = AP21533-1

PI 2000+43.76

D

R = 150.00'

L = 64.04'

R = 75,000.00'

Curve = AP21533-2

PI 2016+18.05

D

T = 575.40'

L = 1,150.78'

Curve = AP21533-3

PI 2023+03.00

D

R = 10,000.00'

T = 21.38'

L = 42.76'

D1

SHEET 1 OF 3

M a in li n e

200'100'0

Scale in Feet

200'100'0

Scale in Feet

Concrete end sections, Lt. & Rt.

Install 24" x 36' concrete pipe culvert

Remove existing pipe culvert

2022+32 quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

See Detail C636-01

Remove and replace traffic loop

See Special 636-A traffic counter

Remove and replace culvert inlet

Install sediment logs at at trench drain inlet

Install sediment logs

See Special 604-A

Install 39' concrete trench drain

2013+50 along disturbed slopes

Install sediment logs along disturbed slopes

Install sediment logs

Approach Road 2000+00

Mainline 215+29 =

BEGIN SCHEDULE A

BIRD ISLAND BASIN ROAD

TX FTNP PAIS 10(1)

2000+00

2000+00-2030+00

PLAN SHEET

BIRD ISLAND BASIN ROAD

Bird Island Basin Road

Bird Island Basin Road

BEGIN OPTION X

END SCHEDULE A

BIRD ISLAND BASIN ROAD

2000+65

CAT TAILS

CAT TAILS

10 10

P C

.7

P T

.2

P C

.8

P T

.6

D2

PI 2033+38.50

Curve = AP21533-4

D

R = 2,000.00'

T = 42.76'

L = 85.52'

PI 2036+35.09

Curve = AP21533-5

D

R = 665.00'

T = 237.27'

L = 455.82'

Boat Ramp Road

200'100'0

Scale in Feet SHEET 2 OF 3

See Typical Sections for details

Construct pullout quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

at clearing limits.

along disturbed slopes

Install sediment logs

(typical)

Do not disturb utilities

200'100'0

Scale in Feet

2030+00-2060+00

PLAN SHEET

BIRD ISLAND BASIN ROAD

Bird Isl and Ba sin Roa d

Bird Island Basin Road

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

A

P .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

D12

P C

.3

P T

.3

P C

.1

P T

.6

P O

T

.5

D3

200'100'0

Scale in Feet SHEET 3 OF 3 quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

200'100'0

Scale in Feet

Curve = AP21533-6

PI 2069+37.30

D

R = 2,500.00'

T = 200.91'

L = 400.95'

Curve = AP21533-7

PI 2076+61.10

D

R = 500.00'

T = 55.00'

L = 109.55'

Bird Island Basin Road

Bird Island Basin Road

2060+00-2078+72.5

PLAN SHEET

BIRD ISLAND BASIN ROAD

END OPTION X

BIRD ISLAND BASIN ROAD

TX FTNP PAIS 10(1)

2078+72.5

Match existing pavement

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

A

P .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

N P A

P .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

D12

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

PVC 40

UNDERGROUND CABLE MARKER

C A R S O

N

IT

E

.5 P V C W /C

A P

7.54

5' DIA C

ONC COVER

5' X 1.5

' UTILITY BOX

P O

T

.0

P C

.8

P T

.7

P C

.8

P T

.9

P C

.5

P T

.4

6" WATER LINE

.7

V P I

E L

.8

+0.160% +0.773%

100' VC

K = 163 V

P I

E L

.3

+0.773% -0.480%

200' VC

K = 160

SSD = 961'

V P I

E L

.5

-0.480% +0.136%

100' VC

K = 162

.6

3005+003000+00 3001+00 3002+00 3003+00 3004+00 3006+00 3007+00 3008+00 3009+00 3010+00 3011+00

D4

M a in li n e

Campgr oun d R oad

End Approach Road

3010+75

Profile grade

Existing ground

200'100'0

Scale in FeetSee Special 211-A

Roadway Obliteration, Method 1

See Special 401-A for transition

Begin realignment section

Match Existing

3003+50

See Special 401-A for transition

End realignment section

Match existing

3008+50

PLAN AND PROFILE SHEET

CAMPGROUND ROAD

at clearing limits along disturbed slopes

Install sediment logs

Curve = AP34285-1

PI 3002+07.54

D

R = 402.00'

T = 152.72'

L = 291.90'

Curve = AP34285-2

PI 3006+22.43

R = 300.00'

T = 150.61'

L = 279.16'

D

Curve = AP34285-3

PI 3010+14.71

R = 904.00'

T = 144.12'

L = 285.83'

D e = 0.060 e = 0.060 e = 0.058

Approach Road 3000+00

Mainline 342+81 =

W a te r T a n k R o a d

3003+50 - 3008+50

SECTION A-A

structural section

Sections for

See Mainline Typical

7' min

Zone

Clear

Clearing and Grubbing

7' min

Zone

Clear

Shldr

2'

11'

2.67'

11'

2.67'

Shldr

2'

Ditch

Graded

Relocate water line as required of the Special Contract Requirements.

construction as required. See Section 107 for relocation of power line during

Coordinate with utility company of the Special Contract Requirements.

construction as required. See Section 107 for relocation of power line during

Coordinate with utility company quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and1.

NOTE:

O

L I D W

H I T

E

P L

U G

G E

D

W I T

H S

A N

D

U T

IL

IT

Y

P E

D E S

T A

LT

E

L E P

H O

N E

.4

6 U N

D E

R G

R O

U N

D C

A B

L E M

A R

K E

R

U T I L I T

Y B

O X

P V

C

.5 ' C

O N

C R

E T

E

CONC PAD W/WOODEN COVER

ASPH RAMP TO CONC PAD

R

C P W

F E S

W A

T E

R

.6

CONC PAD W/WOODEN COVER 2M LT W/ ELEC

CONC PAD W/BBQ

C P

N P S A

C

.2

P

V C

U T I L I T

Y

P E

D E S

T A

L

10 10

POT 4000+00.004000+00

PC 4000+70.53

PT 4

+99.5

PI 4001+74.60

P O

T

.6

T O P

U M

P S

T A

T I O

N

W

A T

E R L I N

E S

6" W

ATER LIN

E

C

A P P

E D

A B

A N

D O

N E

D

A

B A

N D

O N

E D

REG STATE PROJECT

NO.

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

A

P A a n d A

P B .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

D12

NPS PMIS NO.: 130117 DRAWING NO.: 613-103543

P V

C

.4

.5 ' C

O N

C R

E T

E

P V

C

U N

D E

R G

R O

U N

D C

A B

L E M

A R

K E

R

C A R S O

N

IT

E

' X .5 ' U

T I L I T

Y B

O X

P V

C

R = 161.00'

Curve = AP36110-1

PI 4001+06.87

D

T = 14.55'

L = 29.03'

Water Tank Road

N o r th E n tr a n c e R o a d

Wate r T an k R oa d

Approach Road 4000+00

Mainline 361+05 =

End Approach Road

4007+32.91

See Special 211-A

Roadway Obliteration, Method 1

See Special 211-A

Roadway Obliteration, Method 1 d a o R d n u o r g p m a

C

D5

200'100'0

Scale in Feet

200'100'0

Scale in Feet quantities will be determined from field measurements.

identify the approximate location of the feature. Final

Some features in the drawing are not drawn to scale and2.

is subject for adjustment.

"best fit," splitting the existing edges of pavement and

The alignment shown herein is an approximate1.

NOTE:

Lot

Parking

Center

Visitor

Malaquite

PLAN SHEET

WATER TANK ROAD

AND

NORTH ENTRANCE ROAD

at clearing limits along disturbed slopes

Install sediment logs at clearing limits along disturbed slopes

Install sediment logs

See Special 211-A

Roadway Obliteration, Method 1

Do not disturb utilities

Do not disturb utilities

Do not disturb utilitiesA

A

2% 2% existing asphalt and base)

(Pulverize and compact with stabilization

5" Pulverization

10' existing

Match

Existing

Match

Varie s Varies utilities (typical)

Do not disturb

Station 4002+75 - 4007+32.91

Section A-A

See typical sections for details

Water Tank Access curb and gutter.

Do not disturb existing

Begin roadway aggregate, method 2

End asphalt pavement

Sta. 4002+75

SHEET

SHEETS

TOTAL

P

M N T

X p a is

R o a d w a y C

A D

D S h e e ts D

M in o r P

P P

L N

A

P .d

U s e r l e s li e .d e w it t_

IMR TX

MAIN PARK ROAD

TX FTNP PAIS 10(1)

D12

NPS PMIS…